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Home My WebLink About48475-Z r - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �s rz F SOUTHOLD, NY aa. ' 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#: 48475Date: 11/10/2022 Permission is hereby granted to'. VNE LLC 141 Dwight - ..... . .... _ ..._ ............_......� .. .m Brooklyn, NY 11231 — � - . ..........__.... To: Construct a single family dwelling as applied for per SCHD approval. At premises located at: 1105 Cedar Dr S., East Marion SCTM # 473889 Sec/Block/Lot# 31.-3-11.7 Pursuant to application dated _..9/2/2022 and approved by the Building Inspector,. To expire on . .5/11/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,540.80 CO-NEW DWELLING $50.00 Total: W $3,590.80 Building Inspector N :y `' TOWN OF SOUTHOLI)—BUILDING I)EPARTMENT "Tele whoHall e l IAnnex 765�80 375 Main F ax Xoad 631 X1.76-950_ 11971 0959 p ) ) gi�lii �mmSo�te�I��Isot.d. N1Y Ndtownn N qo Date Received IIP I l IC I 101'Y FOR BUILDING PEl For Office Use Only � � Y PERMIT N0, Building Inspector: J-1..... m i r„ 2 2 Applications and forms must be filled out in their entirety. Incomplete L 11 fiUN+I ,i q applications will not be accepted. Where the Applicant is not the owner,an TM, Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:VNE, LLC BY VASILIKI DELENGOS SCTM #1000-31-3-11.7 Project Address: 1105 CEDAR DRIVE, EAST MARION Phone#:718 869-2459 Email:nicoledelengos@gmail.com Mailing Address:266 80th STREET, BROOKLYN NY 11209 CONTACT PERSON: Name:ROWAN PERMIT EXPEDITING - EILEEN ROWAN I Mailing Address:80 WEDGEWOOD DRIVE, CORAM NY 11727 Phone#:631 603-8688 Email:rowanexpediting@gmail.com DESIGN PROFESSIONAL INFORMATION, i Name:ART DEMAREST RA, ARTHUR DEMAREST ARCHITECTS Mailing Address: 11 MILDRED TERRACE, FLANDERS NEW JERSEY 07836 Phone#:908 850-4494 Email: demarest07@aol.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ^ r OtheE rNewStructire CAdditio —Alteration ❑Re it ❑Demolition Estimated cost of Project: Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes �No 1 d PROPERTY INFORMATION Existing use of property:VACANT Intended use of property:SINGLE FAMILY DWELLING Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 RESIDENTIAL this property? ❑Yes �No IF YES, PROVIDE A COPY. ❑ Check Box Afteir Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. I Application Submitted By(print name:VASILIKI DELENGOS []Authorized Agent lROwner Signature of Applicant Date: Q STATE OF NEW YORK) S'S: COUNTY OF VASILIKI ELENGOS being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (5)he is the MANAGING MEMBER OF VNE, LLC (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 day of JU n'Pi 2 �,. Notary F& is RNERA Notary Public,State of New York R%No,01RI6317 47 .. . . W` dual in f rad'�rtyPROPE WN AJ d' ( L . _ res w. Jaw"1, „2023 (Where the applicant is not the owner) VASILIKI DELENGOS residing at 266 80TH STREET, BROOKLYN NY 11209 do hereby authorize ROWAN PERMIT EXPEDITING.to apply on my behalf to the Town of Southold Building Department for approval as described herein.. C-... O is Signature ate VASILIKI DELENGOS Print Owner's Name 2 Building De artment Application AUTHORIZATION (Where the Applicant is not the Owner) l VASILIKI DELENGOS residing at 266 80TH STREET, BROOKLYN NY 11209 (Print property owner's namc) (Mailing Address) do hereby authorize ROWAN PERMIT EXPEDITING ._.�__. ...._m.�......��. ..�.� .....� (/a(,-ent) ......__m.. _m� EILEEN ROWAN to apple on my behalf to the Southold Building Department. 1?/ (Owner's Signature) (D te) VASILIKI DELENGOS (Print Owner's Name) ARThuR DEMAREST ARChiTECTS, L.L.C. I I MildREd TERRACE/201 W FIANdERs, NJ07836.923Ij-- l/uJ0�8IfO PHONE: (908) 850,4494 l//�� ^�7 �J E.MAII: ARTC�dEMARESTARChiTECTS.COM 'V �t1 f'PZ7- www.dEMARESTARChiTECTS.COM 1� 195- GUjA-P- b r2l V re, Cov p4, T---.4sT--fyAf4otJ, l� � �G ��P �. �C I� GL�Ml4-�T-lG t�CocC1��iG D�csl6�f C�1 lt'O hesl : l3 w W t #qriz°Wr :be-PrU5z4 I MI L�� 54zol 4041:`r- ecAs7ypL Iews -fc s?4 TMI C -t)rcc-1&m TEArw t To, t �1 : 1 00f"W—A W 4.9 AcD 12-7& 7 -7 01040 49C 0 - 750 He -wAj4 Tzm-, 0 14,1,(P 4Tr �za." fJ4 - 7- Nee, 04 p4. �" ,w " a ° i f 2022 ARCHITECTURE & DESIGN Generated by REScheck-Web Software Compliance Certificate � S "" 2 3 AR Project Delengos Residence Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,850 ft2 Glazing Area 2% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1105 Cedar Drive South Nicole Delengos Arthur Demarest, RA, NCARB East Marion, NY 266 80th Street Arthur Demarest Architects Brooklyn, NY11209 204 Washington Street 718-869-2459 Hackettstown, NJ 07840 nicoledelengos@gmail.com 908-850-4494 art@demarestarchitects.com Compliance. Passes usiria UA4rade-off Compliance: 42.7%Better Than Code Maximum UA: 8779 Your UA: 5028 Maximum SHGC: 0.40 Your SHGC: 0.24 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. EnvelQoe Assern ie— Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value 1.11-Factor U-Factor UA UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,960 49.0 0.0 0.026 0.026 77 77 Wall-2nd: Solid Concrete or Masonry 32,802 22.0 0.0 0.056 0.098 1802 3153 Door 2: Glass Door(over 50% glazing) 144 0.260 0.320 37 46 SHGC: 0.20 Door 2: Glass Door (over 50% glazing) 144 0.260 0.320 37 46 SHGC: 0.50 Window-2nd: Wood Frame 337 0.260 0.320 88 108 SHGC: 0.20 Wall: Masonry Block w/Empty Cells 35,520 22.0 0.0 0.055 0.098 1923 3427 Door-1st: Solid Door(under 50% glazing) 48 0.320 0.320 15 15 Door-1 st: Glass Door(over 50%glazing) 288 0.260 0.320 75 92 SHGC: 0.20 Window-1st: Wood Frame 216 0.260 0.320 56 69 SHGC: 0.20 Floor: Slab-On-Grade (Unheated) 243 22.0 0.630 0.700 0 0 Insulation depth: 4.0' Project Title: Delengos Residence Report date: 09/08/22 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Basement Wall: Solid Concrete or Masonry Wall height: 10.0' 29,600 22.0 22.0 0.031 0.059 918 1746 Depth below grade: 8.0' Insulation depth: 8.0' Compliance Statement: The proposed building design described here is consist t with the building plans,specifications, and other calculations submitted with the permit application.The proposed building designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r e e s listed in the REScheck Inspection Checklist. Q 2Z Name- itle Signa ure e /f C'� 7' a' Project Title: Delengos Residence Report date: 09/08/22 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web C�(J Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. # Pre Review Plans Verified Field ectiorw Verified Value Value Complies? Comments/Assumptions & le .m.�_ _ _._ ....��....... .... ., ..... �,... -...�..... ..nm�,.�m 103.1, Construction drawings an ��.... g d ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable 011 building envelope.Thermal envelope represented on ❑Not Applicable _ construction documents. 103.. ' ....Construction...��m.�...��.�.... .��.�._.�m �...�.....�.�.��m...�. �� .�.�..�. ��..�_...�W.........�� ..�.. �... .........�...� .... drawings and ❑Complies 1103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling .. ....�. — _ _......_ ..... wm _ ..�...� _._—� .--.........__. ..... equipment is Heating: Heating. ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable _.. .........._._..._.. Additional Comments/Assumptions: 9 p �. _.._ . p c � 3 1Hi h Im act(Tier 1) 2 Medium Impact(Tier 2) } pact(Tier 3) __ 3 Low Impact _ ..._ Project Title: Delengos Residence Report date: 09/08/22 Data filename: Page 3 of 10 Foundation.Inspection ,_ w _...._ pl......�., __� � w....._.. ._. ect'Ion Value ...... _.Value �.�_..�mm Com Ise _�.Y....... -.�n__ .... ssumpt�ons ns Verified Field Verified & Re .r.I.�.;.m_.._ �,� .......-1,,------.............. s Comments/A.. ......02.1.2 � Slab edge insulation R va�l..�.�..._ R � �� ns ect on 40 R- ❑Complies See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 402..1.�......,.Slabedge nsula•.ion �........ft ft...._ _ ❑❑CoespNot.W.... table eEnvelo Envelope __. _ _ t. p lies [FO3] depth/len th. or es„ ❑Not Observable ❑Not Applicable _ [ 04]11 insulation R-value. Where ilntenor . R-...... . ...... R m_... ❑DompNot . See for values...........se See the Envelope Assemblies es t„ 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. __.. .m_ �.......�... ..... .. ....... 303.2 C..., .. ....-.._--- ..�.._ ®CO Conditioned basement wall plies ❑Co [FO5]1 insulation installed per es Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.21 Conditioned basement ...,llft ft �❑C...mplies table for __.. .� b� _ .._g _C.. wall ft. ...... ft []Complies .. �" Envelope Assemblies [FO6] depth of burialoes Not values, Qp distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A.. .....,.. p. .__ ....�... ... ..m.__ �� ..........,. ..... ... .�. w.u.. .... _— .. . protective coveringis installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. h Applicable . .....�_ .. ._ . .y . .... ...._._ _-----_N 403.9 Snow-and ice-melting ❑ComPie [FO12]z controls . installed. ❑Does Not .t ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Hi h Impact(Tier 1) 1 2 Medium....Impact Ti � Im„ pact(Tier 3) _ ,,.... ` Project Title: Delengos Residence Report date: 09/08/22 Data filename: Page 4 of10 # Framing .. . .. _ ... _ ... WW.__.... �_.W__ . Section w m^^mmmm Complies? Comments/Assumptions tions _ __� p 'ng / Rough-In Inspection & Re ID See the Envelope ...' �... PlansVerified FieldValue Verified... _ ., �.��_ . 402.1.1, Door U-factor. U- U ❑Complies p Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable 10 ❑Not Applicable 402.1Glazing .1......... averaLI-factor(area-weighted.... . .. _.......__ ._n_ .a Assemblies ...._.._- el U U- ❑Complies See the Envelope A ❑Does Not able for values. 402.3.3, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 [R ].3 w.are determined in accordance s �.. __ -.� — _— ElDo.. ors of fenestration products mplies 1 es Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable [0 1.0.1 ..._Mass wall moreerior %: of the _w _m.�....�.. .. ®Complies tSee ableh -.... _..ies tion R- R- R- ,..,.. the Envelope Assemblies value. ❑Does Not for values. insulation is on the wall interior, ❑Not Observable the interior insulation requirement applies and ❑Not Applicable verification may need to occur during Insulation Inspection. 303.2 Mass wall exterior insulation ❑Complies [FR11]1 installed per manufacturer's ❑Does Not f, instructions. ❑Not Observable ❑Not Applicable . ...__ .barrier'and thermal barrier _...... .......-... a.___.......�e.- ..... .�DompNot..�.. ....... �4TE�E.i lies es [R23]1n es installed per manufacturer's r's f instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ._ ..._ �.w. ....._._.., _ mm .._..._ ®Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 f) or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. _ 402.4.5 IC-rated recessed fixture lighting -� g s ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 152.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable I.-____ _ ------ 403.3. Supply uppated d ret r where in attics.... .. — ....._ ❑ ❑Com p ies Does Not 0 >= 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 diameter>= 3 inches and R-4.2 for< 3 inches in diameter. alter µ..._. ... Doesp... _ _ ........ 1 e......Ducts, handlers and f.. . 403.3.2 D lies [ R13] boxes are sealed with Not joints/seams compliant with I')��' International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. 03.3.5 ducdi1ng plenums re not us11 ed as lies OCompNot_. ...__.. _ ts or es ❑Not Observable ❑Not Applicable 1 .. . ... ., ( 3�Low-lm- act... (Tier 3)Hi9hImpact(Tier edium Impact (Tier 2) ..-_ Project Title: Delengos Residence Report date: 09/08/22 Data filename: Page 5 of10 n �Plan _ f �Complle�......s._.._..FComments/Assumptl'onsSectio .. Field Veried tion eFramm9 /Rough-in InsPecValue �& Re ID W � 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of.insulation on HVAC....W. _. _ _----- _. ....e..._ ..- ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes r. mplies i es are insulated to _R_.. �.�.�.��. ... .__R . �.... .. ❑Do } z >_R-3. es Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity .. �.... __ ...w_.w..... .. m.�_ �_. ... ................. . .. ........ .... vity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable [ ❑Not Applicable ........... _... _ ...... _ ... Additional Comments/Assumptions: 1 __ ... n � r w�High Impact(Tier 1) 2 Medium Impact(Tier 2) n I.3 Low Impa (Tie3) ------ Project M Title: Delengos Residence Report date: 09/08/22 Data filename: Page 6 of 10 Insulation Inspection __._.. �_ #ion et Value Value /Assumptions & Reti.113 �.. _ tion �,, Plans Verified Field Verified Complies Comments 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.2.5, mass insulation at least /f this is a Wood Wood mm ^�ODo splies see the l .m_. all with of i Envelope Assemblies 1 of table for values 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation t , requirement applies (FR10). E] Steel E] Steel ❑Not Applicable 303..2. .__ .,Wall insulation is installed per.... ....�.__ .._..e.,_-., ___ �. ........ .m ....... �.... ❑0omplies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: act(Tier 1) 2 Medium Impact (Tier 2) 3 Low Im act(Tier 3) High Imp p..._ ___. .... .�. ��.�mm p.._— �. Project Title: Delengos Residence Report date: 09/08/22 Data filename: Page 7 of10 #_ Final Inspection Pr.. Value Value P Section Plans Verified Field Verified PComments/Assumptions.. & Recd ID 402.1.1 Ceilinginsulation R valoe------ R R ❑Complielses See the veope AssembliesJ 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable ..w..... 303.1.1.1, Ceiling insulation installed per W ... .......... _.. .... �. ..w ..... ,.��_ . -__ mm ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑Not Observable 300 ftZ. ❑Not Applicable [FOI2 h3 insulationattics with air permeable...�_..�.. _._._.__ _ ..e.... ....��...... -..�-...� .... .. �� _._.� .–..�.�...� _ww._._, .... –_— ❑Complies include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >–R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ,Blower door test @ 50 Pa. <... .. ... __ – ...�__.--__� � .... .......___.._.� .... =5 ACH 50 – ACH 50 ❑Complies [F117]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 testedto. ...�._..._ mw.._..�,_.... _ ...__ ._. .._..� .... .. .................._ _-- cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ftz ft2 ❑Does Not 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. ... _ . _ .–..— ....... ........ ._ _ M 4034 � ctht result of<=4 cfm/100cfm/100 ❑Complies 41Of2 acessystemor f2 f2 ❑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 Inspection. 403.3. Ai manufacturer at <-2%of d......n,. .... .m .. DDomplies .. . – 403.3.2.1 Air handler leakage des' es Not design air flow. ❑Not Observable ❑Not Applicable 403. Progrinstalammable control of primary . ....._...— _ �.......__ ®❑Complie............... ... . 403.1.1 Pro rammable thermos r' es Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. p � Applicable able 403.1.2 Heat pump thermostat installed � �- �Complies ....�._._ [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable "High Impact(Tier 1) 2 Medium Impact(Tier 2)mmmm _.3 Low Impact(Tier 3) Project Title: Delengos Residence Report date: 09/08/22 Data filename: Page 8 of 10 #....��. Final Inspection_...��. w ............-..� .__.... ....._...... ...� _._ Section Plans Verified Field Verifle Value Value ..._. ..... .. __ _ & Re .I D ................... w.. ... Provisions Complies? Comments/Assumptions 403.6.1 All mechanical ventilate on system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable 1 and air flow limits per Table R403.6.1. ❑Not Applicable ._ ._ a�.... —.w,... ..._.., -- ............. . 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. _ 403.5.1.1 02 ].1.1 Heatea cater circulation systems on ., w.....__ ❑ mpes 2 have ❑Doli es _ Not 1 system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal G for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 ,.cElectric heat trace omply with IEEE 515.1 or UL ._.... . _.... .. __.. _ _6... ❑❑DoespNot... ......... ... _.. -.._ 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired � temperature in the piping, . . _ .�..... _ ........._ .......� 403.5.2 Demand recirculation _ . water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 104°F ,03. � a nce with CSA .... .,.. _.e � � _...�. mODoes Not.. ....., ._.. 403.5.4 Drain water heat recover units p [FI31] tested in accordance B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404. %1 .... 90.....�---_w .... �.. �.. .. .�.�— �...... ...........-.. 404. 9 or more of permanent ComP lies 1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable __- �.� A ..... ...�.. . . ... _ _ 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable .,........_ _'..... .. ..... 401.3 Compliance certificate posted. 0-Complies [FI7]2 []Does Not ❑Not Observable ❑Not Applicable High Medium Impact (Tier 2) 3 Low Impact Impact(Tier 1) 2 i 1 1 h Im p pact (Tier 3) Project Title: Delengos Residence Report date: 09/08/22 Data filename: Page 9 of10 ...._..��...�__ _ WW_ _ p..._......�.n,�,.� ___W_.�,._._ ..�.�.Value_....�.... � ... Value Section .fled P Comments/Assumptions & Re ID ' � �-_Final Ins ection Provisions Plans Verified —Fie en�® Complies? 303.3 Manufacturer manuals for ❑Complies m.. _. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: _ ._ ., gp (Tier 1) _„2 Medium Impact( impactr 3) 1 Hi h Impact(Ti p Tier 2) e µ 3 Low (Tie Project Title: Delengos Residence Report date: 09/08/22 Data filename: Page 10 of10 2018 IECC Energy Eff i inimillim Above-Grade Wall 22.00 Below-Grade Wall 44.00 Floor 22.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.26 0.20 Door 0.26 0.20 Heating System: Cooling System: Water Heater: Name: Date: Comments Town Hall Annex rPp Telephone(631)765-1802 54375 Main Road Y: `, Fax(631)765-9502 P.O. Box 11796r Southold, NY 11971-0959 �� w PIP, BUJLDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,PRE-EN_GI :R D WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION CTIO Date: Owner: Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): w mIT Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): m ma Floor framing, including girders and beams (F) m—�..._........___...._ Roof framing (R) Floor and roof framing (FR) Signature: Name (percnn gi ihmlttlnn this fn rml; Capacity(check applicable line): Owner . Owner representative TrussReg15.docx Effective 1/1/2015 L� ELECTRIC,:L LEGEND 4/% a zoNlNc� NOTES: C��N�R�L NOTES: � f IN� THE BUILDER AND SITE ENGINEER ARE RESPONSIBLE FOR ALL I, ALL FILL TO BE COMPACTED AS PER CODE. L G I `QF-O fRM A T I O I �4 ZONING MATTERS, INCLUDING, BUT NOT LIMITED TO SETBACKS, LIGHTING EFFICACY NOTE•: A MINIMUM OF e051- OF THE LAMPS IN PERMANENTLY-INSTALLED COVERAGE, HEIGHT OF BUILDING, ETC. 2. INSTALL ALL GROSS-BRIDGING, BRACING, AND INSTALLATION REQUIREMENTS AS FXITURES SHALL BE HIGH EFFICACY LAMPS. BASEMENT FIRST FLOOR SECOND FLOOR ATTIC TOTAL PER ENGINEER OF RECORD (E.O.R.) SPECIFICATIONS. AREA (SF.) �U I LD I NCS GODS NOTES: 3. PROVIDE 18" LONG (MIN.) ANCHOR BOLTS AS SPEGIFIED ON FOUNDATION PLAN. ELECTRICAL KEY SWITCH OUTLETS NEW FINISHED O 2,x60 118110 O 4,850 I. USE GROUP: R-5 - SINGLE FAMILY RESIDENCE 4. IF REQUIRED BY TOWN, PROVIDE RADON PIPE "T" VENTS 1/1500 50. FT. , INCLUDING = SURFACE MOUNT LIGHT FIXTURE = SINGLE POST ELECTRICAL SWITCH NEW UNFINISHED 2,842 560 O 650 4,152 2. CONSTRUCTION GLA55 : 3B - UNPROTECTED MASONRY WALLS GARAGE. - SEE INFO. ON DWG. # G.S.-I "ALOEEN NEW TOTAL 2,x42 3,520 1880 650 9002 NON-GOMBUSTIBLE ROOF ASSEMBLY. 5. ALL SMOKE ALARMS (S.A) AND CARBON MONOXIDE DETECTORS (G.M.) TO BE �" = HALOGEN LIGHT FIXTURE THREE WAY SWITCH 3. THIS R:5IDENGE IS DESIGNED TO CONFORM TO 2020 NEW YORK HARD WIRED, INTERCONNECTED, AND WITH BATTERY BAGK-UP. PROVIDE ONE CARBON VOLUME (Cr-.) W RESIDENTIAL BUILDING GORE REQUIREMENTS. MONOXIDE DETECTOR PER LEVEL = WATER PROOF LIGHT FIXTURE 4 `® NON 4. THIS RE5IDENGE 15 DE51ONED TO MEET OR EXCEED THE GURRENT MINIMUM 6. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND DOUBLE EVERY OTHER = FOUR WAY SWITCH NEW FINISHED O 2gboo 27300 O 56,900 ENERGY AND MECHANICAL CODES. JOIST UNDER KITCHEN BATHS FOYER AREAS AND OTHER AREAS TO REGEIVE STONE NEW UNFINISHED 23,536 5,600 O 3,140 32,876 OR CERAMIC, TILE FLOORS. DOUBLE JOISTS BELOW ALL KITCHEN ISLANDS AND = VAPOR PROOF LIGHT FIXTURE - FIVE WAY SWITCH NEW TOTAL 23,536 35,200 27,300 3,740 811,776 5. FOR ADDITIONAL INFORMATION REFER TO THE ATTACHED NOTE SHEETS. GERAMIGE TILED SHOWERS. 6. ALL MEGHANIGAL, ELECTRICAL, PLUMBING, AND FIRE-PROTEGTION WORK TO = PULL CHAIN LIGHT FIXTURE = DIMMER SWITCH 1. REFER TO STRUCTURAL ENGINEERING DOCUMENTS FOR BRACED WALL/ FRAME �� ELECTRIC BE IN5TAL1_ED BY LICENSED CONTRACTORS. CONTRACTORS TO REVIEW DETAILS ADDRESSING THE NEW YORK STATE BUILDING CODE. Uj DRAWINGS AND NOTE5HEET,5. CONTRAGTOR5 SHALL PROVIDE ALL NECESSARY A = WALL SCONCE LIGHT FIXTURE NEW FIXTURES 14 116 76 6 1112 ENGINEERING TO MEET ALL APPLICABLE GODE5, INCLUDING MANUAL J, 5 4 D 5. ALL STAIRS OVER (3) RISERS TO HAVE A 36 (MIN. ) HIGH RAIL WITH 4 O.G. (MAX.) LOAD CALCULATIONS. 5PAGIN6. PROV. I �" DIA. GRASPABLE RAIL. (TYP.) NEW SWITCHES 3 47 38 O 8g O -RECESSED LIGHT FIXTURE RECEPTACLE OUTLETS NEW OUTLETS 14 96 56 O 166 0 LIST of GODES: q. ALL WINDOWS AND TRANSOMS TO BE "ANDERSEN 400 SERIES LOW E WITH F 5TOWMATCH, SMART5UN W/ HEATLOGK" UNITS. SHOWN ARE OVERALL UNIT DIMENSIONS >= AS PER THE DIVISION OF CODES AND STANDARDS, THE FOLLOWING CODES AND CATALOG UNIT NUMBERS. U= 0.26, 5HGG = O.Ia. MASONRY ROUGH OPENINGS TO /� = ACCENT LIGHT FIXTURE R = DUPLEX RECEPTACLE OUTLET NEW PLUMBING FIXTURES O 12 13 0 25 1 NOMMMENIIIIIIIIII ARE APPLIED TO THIS PROJEGT: BE ADJUSTED ACCORDINGLY. ANY SUBSTITUTIONS TO BE EQUAL TO OR GREATER THAN UNIT SHOWN. ENSURE TEMPERED AND EGRESS UNITS AS REQUIRED. PROVIDE FLUOR = FLUORESCENT LIGHT FIXT. Ni= GROUND FAULT INTERRUPT OENERAL GOND I TI ONS � NOTES: 2020 BUILDING/RESIDENTIAL CODE OF NEW YORK STATE EXTENSION JAMBS FOR ALL MASONRY EXT. WALLS. CONTRACTOR TO REVIEW 8 R RECEPTACLE OUTLET 2020 ELECTRIC CODE OF NEW YORK STATE CONFIRM DETAILS W/ OWNER BEFORE PLAGING WINDOW ORDER. FOR OTHER THAN NEW I. IT 15 UNDERSTOOD THAT THE WORK SHALL MEET ALL CODE REQUIREMENTS, AND ALL 2020 PLUMBING CODE OF NEW YORK STATE CONSTRUCTION, NEW WINDOWS/ DOORS TO MATCH DETAILING OF EXISTING UNITS U.O.N. = EXTERIOR FLOOD LIGHT FIXTURE Rum= WATER PROOF RECEPTACLE OUTLET CONTRACTING WORK IS HEREBY DIRECTED TO MEET THAT END. 2020 ENERGY CONSERVATION CODE FOR NEW YORK STATE ANY SUBSTITUTIONS TO MATCH 5EGIFIED UNIT U-VALUE FOR RESGHEGK CONFORMANCE. 2. THE ARCHITECT HAS BEEN RETAINED TO PREPARE PLANS FOR THE BUILDING DEPARTMENT ALL WINDOWS WITH A DESCENT DISTANCE OF MORE THAN 5-0FROM SILL TO GRADE EXHAUST FANLIGHT PERMIT ONLY AND IS NOT RESPONSIBLE FOR INSPECTIONS ON 51TE. SUPERVISION, MEANS, METHODS 2020 MECHANICAL CODE OF NEW YORK STATE SHALL HAVE A SILL HEIGHT OF 24" A.F.F. INSTALL WINDOW $ DOOR FLASHINGS AS ® = ® = FLOOR DUPLEX RECEPTACLE OUTLET S 2020 FUEL GAS GODS FO NEW YORK STATE PER MANUFACTURER'S SPECS FOR WATERTIGHT ASSEMBLY. (TYP) OF CONSTRUCTION, ETC. SCOPE OF WORK IS FOR THAT SHOWN ON THE PLANONLY. ARCHITECT I5NOT RESPONSIBLE FOR OTHER PORTIONS OF THE BUILDING OR SITE THEREON. 2020 FIRE CODE OF NEW WORK 5TATE FA = 10. AS PER IRC 2018 SEG. 8303.4 AND M1507 „ FIRE ALARM.3, A WHOLE HOUSE VENTILATION � 3. FURNACE ENCLOSURE TO BE INSPECTED BY THE TOWNSHIP AND CONFIRMED FOR PROPER FIRE MIN. UNIFORMLY DIST. LIVE LOAD DEs I ON: MECHANICAL SYSTEM" 15 OGONTRAGTOR OR APPROVED ENTBE DES16NED 4 INSTALLED AS ITY. YQUIRED BY A CERTIFIED SA SMOKE ALARM, INTERCONNECTED RATING. HARD-WIRED W/ BATTERY BACKUP 4. ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT Uj I. ATTIG5 W/ LIMITED STORAGE: 20 PSF 11. PROVIDE FIRE-PROOF, SELF-GL.051N6 1j" SOLID WOOD OR HOLLOW METAL DOORS CARBON MONOXIDE DETECTOR, SHALL MEET THE REQUIREMENTS OF THE TOWNSHIP, STATE AND ALL OTHER AGENCIES WITH WITH HONEYCOMB IN-FILL BE �" THICK U.O.N. = INTERCONNECTED HARD-WIRED SIGNALING OUTLETS JURISDIGTION AND AUTHORITY. 2. EXTERIOR BALGONIE5: 60 P.5.F. W/ BATTERY BACKUP 3. GUARDRAILS HANDRAILS: 200 LBS- A SINGLE, CONCENTRATED LOAD 5. THE CONTRACTOR 15 RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING AND ITS Uj APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. COLOR LEGLNI) TEL = TELEPHONE FACILITIES. = SURFACE MOUNT 6. ALL APPROVALS AND PERMITS SHALL BE OBTAINED PRIOR TO BEGINNING OF WORK. 4. ROOMS OTHER THAN 5LEEPIN6 ROOMS: 40 P5F FAN / LIGHT FIXTURE CATV = CABLE TELEVISION CONTRACTOR 15 TO FURNISH TO AUTHORITIES NOTICE BEFORE BEGINNING WORK. UJ L f ks, EM 5. SLEEPING ROOMS: 30 PSF - --- - - -- - -- - - - - - - - - - - -- --- - - - - - - - - - - - - - x 1. CONTRACTOR 15 TO OBTAIN ALL 6OVERNMENTAL GERTIF16ATES INCLUDING CERTIFICATE OF 6. 5TAIR5: 40 PSF OR 300 LB CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES- WHICHEVER PRODUCES THE GREATER LOAD. - _ GIRDERS, RIDGEBEAMS, ETC._ OCCUPANCY OR COMPLETION UPON COMPLETION OF ALL WORK. SURFACE MOUNT 8. CONTRACTOR 15 REQUIRED TO FILE A COPY OF THE SITE PLAN FOR APPROVAL. MEGHANIGAL EXHAUST NOTE: JOISTS,RAFTERS, ETC._ _ = FAN / LIGHT FIXTURE q. ALL PLANS REQUIRED BY DEPARTMENT OF BUILDINGS AND OTHER TOWN5 OR CITY AND STATE MINIMUM REQUIRED EXHAUST RATES: W/ FOUR ACCENT LIGHTS AGENCIES FOR THESE PREMISES ARE SUBJECT TO REVIEW, COMMENT AND/OR APPROVAL BY 1) KITCHENS: 100 GFM INTERMITTENT OR 25 GFM CONTINUOUS. 2) BATH/ TOILET ROOMS: MEGH. EXHAUST CAPACITY OF 50 GFM INTERMITTENT BUILDING DEPARTMENT AND NO WORK SHALL PROGRESS UNTIL SO APPROVED. OR 20 GFM CONTINUOUS. 10. ALL REQUIRED INSPECTIONS AND TESTS ARE TO BE ARRANGED FOR BY THE GONTRAGTOR, SUBGONTRAGTOR OR TRADESMAN. REPORTS OF VARIOUS INSPECTIONS ARE TO BE FILED WITH THE i I I I I DEPARTMENT OF BUILDINGS. 11. FIRE STOPPING ALL GONGEALED AND FURRED OUT SPACES THAT WOULD PERMIT PASSAGE I }I Extend all vents }I }I }I }I OF Up Thru Roof (typ) _ i _ I _ I _ I i� ,j FLAME, SMOKE, FUMES OR HOT GASSES, SHALL BE FIRE STOPPED OR FILLED WITH � � Roof NON-COMBUSTABLE MATERIAL. LINTELS, HEADERS, GIRDERS AND OTHER MATERIALS TO BE FIRE T PROTECTED: I-HOUR RATING. FIRE STOPPING, FIRE RETARDING AND THE SEPARATION INSTALLATIONS coo (I `1 7 i I iTl j . I __ a undr 5ath 2„ I' 2„ a th 5ath 2" I 2"WI a th I I TO MEET REQUIREMENTS OF THE CODE AND BUILDING DEPARTMENT INSPECTOR. = --- I I 12. ALL INTERIOR FINISHING TO BE A MINIMUM OF 1/2 INCH THIGK SHEET ROGK UNLESS OTHERWISE Lay. I Lai. ay. I I I NOTED. THE FURNACE SPACE IS TO BE COMPLETELY FIRE SEPARATED IN BOTH WALLS AND CEILING Wash I WC I WG I WC WITH I-HOUR FIRE RATED MATERIALS AND A55EMBL I E5. Mach. 2�� Dryer Shbwer I ITub Shpwe i I, I 13. GRADE MARKED LUMBER FOR ALL CONSTRUCTION SHALL BEAR GRADE MARKING WHEN DELIVERED TO SITE, STUDS ARE TO BE PROPERLY BRACED AND BRIDGED.222II2nd I RAUR DEMARES„ „ „ �� II14. HEADERS OVER OPENING 6'-O" WIDE AND GREATER TO BEAR ON 4"X4" POSTS UNLESS NOTED ONFloor I 2 COf G.O. 2� I 2 C.O. G.O. 2 �" .O. T? RA I PLANS. ALL HEADERS TO BE 4"XIO" MIN. UNLE55 OTHERWISE NOTED. 4" (MIN.) BEARING FOR ALL Master Bath I 2 _ 211 ext. Sath I ext. Shower __ av --��-- aundr L--_ 2 u Kitchen -_- 2„ WOOD BEAMS AND RAFTERS. ARMITECTS, 2I Lav Lay. Lay. 2 WC SIn77777 6i k Sink Range La -- 15. 13/4"X3" WOOD CRO55 BRIDGING, OR OTHER APPROVED TYPE SHALL BE INSTALLED EVERY 6'-O" LIC. WG Wash WG ShPwer I Mach. 2"I Dryer Oven I I O.C. 2111 D/W 2111 hpwer Shpwer I6. NO GUTTING OF STRUCTURAL MEMBERS TO BE DONE WITHOUT PROPER SUPPORTING WHEN 204 WAShiNGON STREET �1 1211 Lav �- 11 INSTALLING PIPES, CONDUIT OR DUGT5 OR WHATEVER. 1st 2 2 2 HACICETTSTOWN, NJ 07840 " 11. ALL EXTERIOR WOOD MEMBERS AND SILL PLATES TO BE PRESSURE TREATED AND PROTECTED Floor �� 2" G.O. 4" 2 C.O. 1 G.O. I �� 2 G.O. 21C.0. FROM DAMPNESS, ROT AND TERMITES WHEN NECESSARY. TEL (908) 8 50-4494 C.O. 1 I ART@dEMARESTARChiTECTS.COM Incoming LP L�' Gals � LP_Gas Line _ _ _,_ _ _ _ _ _ _LP Gas-Line _ _ _� _ _LP Gas_Line � _ _ _ _ _LP Gas Line _ _ _ _ _ _ _ _ _LP Gas Line 1 _ _ _ 1 - I8. HEATING SYSTEMS TO BE MADE THE RESPONSIBILITY OF THE CONTRACTOR. Gas Lank) � � � � � la. VENTILATING 15 TO BE THE RESPONSIBILITY OF THE CONTRACTOR. A BRANCIi OffICE OF D Furnace HWH 20.PLUMBING IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INSTALLED AS PER CODE SCIA[IA Bt DEMAREST ARCIiITECTS, LLC AND SAT15FAGTION OF THE BUILDING DEPARTMENT INSPECTORS. c.o. /�RC�i I T ECT C.O. Basement 21. ELECTRICAL IS TO BE SELECTED BY THE OWNER AND SHALL BE INSTALLED AS PER CODE AND SATISFAGTION OF THE BUILDING DEPARTMENT INSPECTORS. ARThUR DEMAREST -NY Lic#028 3 5 8 22.LIGHTING IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INSTALLED AS PER CODE RobERT J SCIAHA, AIA AND SATISFACTION OF THE BUILDING DEPARTMENT IN5PEGTOR5. PROVIDE MINIMUM SIO% HIGH Connect Waste Lines to Main Waste To septic tanks field. EFFICACY LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES. DENISE PARkyN, PROJECT MANAGER 23. ALL NAILING AND FASTENING AND SUPPORTING OF STRUCTURAL MEMBERS TO BE DONE AS PER PLUMB I NCI RISER / 67AS P I F I NCS D I AORAM NOTE: CODE AND SATISFACTION OF THE BUILDING DEPARTMENT INSPECTORS. STRUCTURAL NOTE. TH 15 RESIDENCE/ BUILDING SHALL BE CONSTRUCTED PLUMBING RISER $ GAS PIPING DIAGRAM IS DIAGRAMMATIC IN NATURE. ENTIRE SYSTEM TO BE SIZED 24.ALL STRUCTURAL STEEL WORK (DESIGN, FABRICATION AND DETAILING) SHALL CONFORM TO 3 WITH A CONTINUOUS LOAD PATH. ALL POINT LOADS AND AND INSTALLED AS PER NEW YORK STATE PLUMBBUILDING CODES. CODE, LATEST EDITION. INSTALL ALL RISERS, 2 BEAMS ARE TO HAVE FULL BEARING ON GIRDERS, DROPS, OFFSETS, GLEAN-OUTS, GAS PIPING ETC. NECESSARY FOR A COMPLETE INSTALLATION. PLUMBER LIST OF OR�4UJINCS 1 POSTS. COLUMNS, PIERS, OR SOLID MASONRY DOWN TO 4 HVAG MECHANICS TO FURNISH ANY SCHEMATICS, DETAILS, AS-BUILT5, OR GALGULATIO45 AS No. THE FOOTINGS. PROVIDE 3/8" THICK STEEL BEARING REQUESTED BY THE OFFICIAL, INCLUDING MANUAL J, S 4 D LOAD CALCULATIONS. 5-1 GENERAL NOTES, BUILDING INFO., RISER DIAGRAM, LEGENDS Drawn Byt PLATES AT LOCATIONS WHERE THE GIRDER IS WIDER A-I FRONT 4 REAR ELEVATIONS THAN THE P05T OF COLUMN. ABD/ DP A-2 RIGHT $ LEFT-SIDE ELEVATIONS 5PEGIAL NOTE ON FIRE DRAFT 5TOPPING scale, AS INDIGATEID IN GENERAL TECHNICAL NOTES. DRAFT A-3 FOUNDATION PLAN STOPPING IS TO BE INSTALLED IN ALL SPAGES, SUGH AS A-4 FIRST FLOOR PLAN AS NOTED JOISTS EVERY 50050. FT. ALL DRAFT STOPPING 15 TO BE CAULKED TO INSURE AGAINST THE PASSAGE OF HOT A-5 SECOND FLOOR PLAN Date. GASES AND `.SMOKE. A-6 ROOF PLAN 6/20/22 A-1 BUILDING SEGTIONS FllenaMe+ E-I ELEGTR16AL PLANS DELEN OS FP-0 FIREPLACE DETAILS 65-1 GENERAL DETAILS AND SPEGIFIGATIONS Project TN-I TECHNICAL NOTES AND 5PECIFIGATION5 PROPOSEd NEW CONSTRUCTION R Th E: TN-2 TECHNICAL NOTES AND SPECIFICATIONS DEIENCiOS RESILIENCE GG-1 GENERAL CONDITIONS 1105 CEdAR DRIVE SOUTH M-1 ZARO ENGINEERING MECHANICAL COVERSHEET EAST MARION, NY M-2 ZARO ENGINEERING MECHANICAL FLOOR PLAN COUNTY Of Suffolk M-3 ZARO ENGINEERING MECHANICAL SPEGIFIGATIONS M-4 ZARO ENGINEERING MECHANICAL SCHEDULES 8 DETAILS 5-070.00 MJEtO 5TRUGTURAL ENGINEERING GENERAL NOTES FO-100.00 MJE40 STRUCTURAL ENGINEERING FOUNDATION a BASEMENT FLOOR PLAN Sheet 5-100.00 MJEBD STRUCTURAL ENGINEERING FIRST FLOOR PLAN 4 FOUNDATION COVER SHEET 5-101.00 MJE�P STRUCTURAL ENGINEERING SECOND FLOOR PLAN FRAMING 5-102.00 MJE40 STRUCTURAL ENGINEERING ATTIC FLOOR FRAMING Drawing Noa 5-103.00 MJE40 STRUGTURAL ENGINEERING ROOF FRAMING 5-103.00 MJE40 STRUCTURAL ENGINEERING DETAILS $ GROSS-SEGTIONS Soo ] T.O. MAIN ROOF LIMSETONE EXTERIOR FINISH PANELS a ENTRY LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE WALL. CONTRACTOR TO PROVIDE SHOP ELEVATION NOTES: ROOF OVER REINFORCED MASONRY SLAB DRAWINGS FOR OWNER/ ARCHITECT APPROVAL ROOF- SEE E.O.R. DRAWINGS. INSTALL SCREENED (TYP) RIDGE VENTS 6 ALL ROOF PEAKS. INSTALL ICE FLASH AND COUNTER FLASH ALL EXTERIOR I. NEW L16HTNE16HT "SPANISH TILE" ROOFING AS SELEGTED BY OWNER ON GUARDS. (TYP) MATERIALS FOR WATER-TIGHT CONDITION (TYP) SPRAY-ON WATERPROOF MEMBRANE ON REINFORGED GONGRETE ROOF SLABS FASTENED TO STEEL G-GHANNEL RAFTERS AS DESI6NED BY T.O. SIDE NIP ROOFS 12 EN6INEER OF REGORD (E.O.R.) 0 6" COPPER GUTTERS t LEADES OVER 12" COMP —15 2. STUGGO FINISH OVER 5GRATGH GOAT OVER WIRE-MESH WITH EXPANSION FASCIA OVER VENTED SOFFITS. (TYP) 12 - JOINTS AS REG2U I RED. Q1 f— ' 12" HI X 13" WIDE DECORATIVE _ z,_m 3. FIELDSTONE VENEER STONE NATERTABLE AS SELEGTED BY OWNER TO in BRACKETS AS SELECTED BY - 11 PREGA5T GEMENT NASH KITH WEEPHOLES AS REQUIRED BELOW STUGGO OWNER (TYP) f I EXTERIOR FINISH. IIJ T.O. MASONRY WALLS — — - _ _ — I _ _ — — _ — — 4. PROVIDE GONTINUOUS SCREENED RIDGE VENT AS PROVIDED BY TILE ROOFIN6 GONMPANY 'C.O.FIN CLC' � ' � I I 5. PROVIDE METAL STEP AND GOUNTER FLA5HIN6 AT ALL GRIGKETS, T.O. WDW t - z`,'�" - �'-�_ ,� _ _ I z'-®" VALLEYS, GHIMNEYS AND ROOF/WALL INTERSEGTIONS FOR HATERT16HT DR R.O. ANDERSEN 400 SERIES or I ( _ 2;_011 _ ACRYLIC STUCCO FINISH OVER BASE COAT ON -INSTALLATION. "STORMWATCH" WINDOWS # WIRE-MESH ON TYVEK WATER-BARRIER DOORS WITH LOW E4 SMARTSUN o,H, PROVIDE WEEP-HOLES, EXPANSION t CONTROL 6. USE WATERPROOF EMMBRANE FULL COVERAGE OVER CATHEDRAL _A;d AND HEATLOK (TYP) I ( _ I / \ / \ I JOINTS AS REQUIRED BY MANUF. (TYP) 5PAGE5, ROOF EDGES AND ALL ROOF SLOPES LESS THAN 5/12 RAFTERS. �' 61 36" HIGH EXTERIOR-FIN RAILING ( 0 GUARDS AS SELECTED BY I / \ / \ } I i �--CONT. FASCIA AND 6" MOLDINGS AROUND 1. GONTRAGTOR TO FOLLOW MANUFAGTURER'S OIREGTIONS WHEN INSTALLING OWNER g FRENCH DOORS. (TYP) I I 0 I \ / \ / I EXTERIOR BACK TO ENTRY WALLS (TYP) FINISHED 5IDIN6, WINDOWS 4 DOORS, VENEER MATERIALS, ETG.. ALLOW � T.O. HANDRAIL \ { I . I GLEARANGES, FLA5HIN65, ETG., AS REG2UIRED BY PRODUGT MANUFAGTURER. >= f I 8. INSTALL "TYPAR" DRAINABLE HOUSENRAP N/ COMPATIBLE TAPE. ALL Uj 12 % I I WATER-RESISTANT BARRIERS TO BE SURFACTANT RESISTANT. 1 12 12I __ O. 2N F SLAB }`' I I — 12 ._ —I I 3 9. ALL EXTERIOR DEGKS it PATIOS TO BE SLOPED 2% (MIN) AWAY FROM - - 2NI;k � -I - - I - - - HOUSE - - t. FIN CLC' — — — — — — — — — — — — — — — — — — — — IO.EXTEND FLUE 5'-0" MIN ABOVE ROOF PEAK WITHIN 10'-0". — — — — — -1— — - — T.O WDW -p fizo. I I ILII U F== 9 .O. GAR _ DRR. — 9 / \ iTI / \ / I � ■ \ I �o I J Uj .�=. EL. 315' ` � _ T � L=_J � - nr-, FEL. 315. EL. 30.0' Ati� GRADE I -CARRIAGE-STYLE, INSULATED GARAGE DOORS I FIELDSTONE VENEER AS SELECTED BY �WNER I MASONRY ENTRY PORCH WITH LIMESTONE SLAB I I I EL 298' EL GR AVG GRADE AS SELECTED BY OWNERS W/ ELECTRIC I W/ PRECAST CONCRETE CAP/ WASH. FLASH m I STEPS To GRADE AN PICTURE-FRAME 0 I OPENERS (TYP) I WASH/ STUCCO CONNECTION FOR WATERTIGHT I BORDER (TYP) I I I 0 , �_ F � I INTERSECTION ITYP) I I I FROI�TEIEVATION � L - - - - L _ - - I I B.O. STEP FTG, B.F. 5' L - - - EL. 21 -� I - I- - r - -I r - - - � - - - - - T.O. MAIN ROOF - - - - - - - - - - - - I LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE ROOF OVER REINFORCED MASONRY SLAB ROOF- SEE E.O.R. DRAWINGS. INSTALL SCREENED RIDGE VENTS 6 ALL ROOF PEAKS. INSTALL ICE FLASH AND OUNTER FLASH ALL EXTERIOR ARThUR DGUARDS. ITYP) MATERIALS F R WATER-TIGHT CONDITION (TYP) RA T.O. SIDE HIP ROOFS 12 ARC iTECTS, L L6" COPPER GUTTERS E LEADES OVER 12" COMP rj I s FASCIA OVER VENTED SOFFITS. (TYP) 12 12 204 WAShiNGON STREET 12" HI X 13" WIDE DECORATIVE =j HACkETTSTOWN NJ BRACKETS AS SELECTED BY 07840 OWNER (TYP) 1 TEL (908) 8 50.4494 - T.O. MASONRY WALLS � '� '� '� '� - --- — — — -- -- - ----- — — __ ^ ART@dEMARESTARChiTECTS.COM T.O. FIN CLG' — — — — A BRANCh OffICE Of T.O. WDW 4 _ SCIA«A & DEMAREST ARCIiITECTS, LLC I � I'-n�" � - I I _ - �� r-n�„ � I - - - - DR R.O. ANDERSEN 40SERIES I WIRE-MESH ON TYVEK WATER-BARRIER ARCIi ITECT "STORMWATCH" WINDOWS d } I F I ACRYLIC STUCCO FINISH OVER BASE COAT ON • DOORS WITH LOW E4 SMARTSUN I I AND HEATLOK (TYP) \ I / \ I PROVIDE WEEP-HOLES, EXPANSION CONTROL = O I I I JOINTS AS REQUIRED BY MANUR (TYP) ARThUR DEMAREST ,NY LiC#0283 58 ' 0 36" HIGH EXTERIOR-FIN RAILING I II I e a GUARDS AS SELECTED BY I / \ } ROBERT J SdAtk. AIA 0 , OWNER g FRENCH DOORS. (TYP) DENISE PARkyN, PROJECT MANAGER m T.O. HANDRAIL Ar 0 I I M 3 12 - 12 3 3 r- 2 .o. 2N - � SLAB -� 43B' - - - -- - - - 1 i TFIN cLG' No, Drawn Bye i } I I ABD/ DP .o uIDW 1 I - - R.O. I - -I I 1 ` I - - - I - scaler e - .o.GAR ! , I 1 , \ } / \ / \ I \ ► AS NOTED DR R.O. } I I I N 0 I I O I I I O O I Date! 6/20/22 II I FI(enamer DEIENGOs Project, FF E . ?3.5' i I I I I I PROPOSEd NEW CONSTRUCTION FOR Th E: - - ) 1 FF. EL. 31.5' - _ I DE�ENC�OS RESILIENCE GF. EL_ 3m P>' — 1105 CEdAR DRIVE SOUTIi AVG GRADE I I I I I I I I I I I I I I I I i I AVG GRADE EAST MARIONI NY EL. 29.8 I ! I I I II I I I I I I I I II i I EL. 29.8' OUN Cof Suffolk I I I I ry 0 I I I j I F_ _tI L -1 I I- J I L7 J I L _ I I F_ j I L - - - -J L — - - _j L - - - -I L - - - J I I COON 9 I I I I I I sheet, ' REARI I i L i- L- - - 1 I ► F-vAT*I () IN ; ; i �-_ -I- - - - �� :T_N� fir.�v�,erLo�l,�-Y�_� _-+ �I i - _ J r- � ELEVATIONS ti I I - - - - - - - - - - - - - - - - -- - ^ / I-- - - J I-- - - J - GIRDERS,RIDGEBEAMS,ETC.- Drawing No.r _ BF. 1°L. 215' I ► -I I I SCA[E: 1 /4 = �Q I I I- - � r- - - _ JOISTS, RAFTERS,ETC. Aoo I - - -- -� - I- --I- - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - I - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - -I T.O.MAIN ROOF FLASH AND COUNTER FLASH ALL EXTERIOR LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE MATERIALS FOR WATER-TIGHT CONDITION (TYP) R0lqhTooS 'l* dE ELEVATION NOTES: ROOF OVER REINFORCED MASONRY SLAB12 r2RIDGE VENTS 6 ALL ROOF PEAKS. INSTALL ICE E�/ATI NROOF- SEE E.O.R. DRAWINGS. INSTALL SCREENEDI. NEW LIGHTWEIGHT "SPANISH TILE" ROOFING AS SELEGTED GUARDS. (TYP) rJ BY OWNER ON SPRAY-ON WATERPROOF MEMBRANE ON REINFORGED GONGRETE ROOF SLABS FASTENED TO STEEL r6l."CC IDE HIP ROOFS - SCALE: /411 = /OSI G-GHANNEL RAFTERS AS DESIGNED BY ENGINEER OF RECORD (E.O.R.) env A PPER GUTTERS 4 LEADES OVER 12" COMP FASCIA OVER VENTED SOFFITS. (TYP) J 12 �✓' 2. 5TUGG0 FINISH OVER 5GRATGH GOAT OVER WIRE-MESH '46, in '12" HI X 13" WIDE DECORATIVE 12 WITH EXPANSION JOINTS A5 REQUIRED. BRACKETS AS SELECTED BY r— - - 3. FIELDSTONE VENEER STONE WATERTABLE AS 5ELEGTED in OWNER (TYP) BY OWNER TO PRECAST GEMENT WASH WITH WEEPHOLE5 AS C) NN _ n ul ^ REQUIRED BELOW 5TUGG0 EXTERIOR FINISH. T.O. MASONRY WALLS � � __ ----- ------ -- -- 4. PROVIDE CONTINUOUS SCREENED RIDGE VENT AS _ _ f T.O.FIN ::LG' i — — — — PROVIDED BY TILE ROOFING GONMPANY ACRYLIC STUCCO FINISH OVER BASE GOAT ON 5. PROVIDE METAL STEP AND COUNTER FLASHING AT ALL _ T.O. U,1DW t �''�� " — — — _ �` " 'r — /—WIRE-MESH ON TYVEK WATER-BARRIER LRIGKETS, VALLEYS, GHIMNEYS AND ROOF/WALL R R'0. 4 PROVIDE WEEP-HOLES, EXPANSION CONTROL ANDERSEN 400 SERIES JOINTS E REQUIRED S, MANN INTER5EGTION5 FOR WATERTIGHT INSTALLATION. "STOR"1WATCH" WINDOWS 4 DOORS WITH LOW E4 SMARTSUN . USE WATERPROOF EMMBRANE FULL COVERAGE OVER AND HEATLOK (TYP) / \ / \ O O GATHEDRAL 5PAGE5, ROOF EDGES AND ALL ROOF SLOPES 9 0 36 HIGH EXTERIOR-FIN RAILING: 0 =� GUARDS AS SELECTED BY LESS THAN 5/12 RAFTERS. 0 OWNER g FRENCH DOORS. (TYP) I. GONTRAGTOR TO FOLLOW MANUFAGTURER'5 DIREGTIONS >= T.O. HANDRAIL I WHEN INSTALLING FINISHED SIDING, WINDOWS $ DOORS, VENEER MATERIALS, ETG.. ALLOW GLEARANGE5, FLASHINGS, uJ ETG., AS REQUIRED"BY PRODUGT MANUFAGTURER. 0 12 I 12 4 8. INSTALL TYPAR DRAINABLE HOUSEWRAP i W/ T.O. 2ND FL SLAB f- _ — — — — _ — — COMPATIBLE TAPE. ALL WATER-RESISTANT BARRIERS TO L. 43 CONT.FASCIA AND 6" MOLDINGS AROUND BE SURFACTANT RESISTANT. EXTER16R TO ALIGN WITH GARAGE ROOFS (TYP) , _ T.O.FIN (::LG' — _ — _ a. ALL EXTERIOR DECKS a PATIOS TO BE SLOPED 25vo (MIN) AWAY FROM HOUSE T.O. WDW 4 _ I — IO.EXTEND FLUE 3'-O" MIN ABOVE ROOF PEAK WITHIN 0 • — — — - — — —IO�-O". UJA It.O.GAR _ DR R.O. - iv 0 I O O 0 LU ao I F \ / FF. EIL. 31.5' I FF. EL. 31.5' _ GF. EL. 30.0' �� 1-- �r AVG GRADE LMASONRY AREAWAY WITH LIMESTONE SLAB I Aa G GRADE MASONRY COVERED PORCH WITH - EL. 29.8' I I I STEPS. PROVIDE 36" RAIL SURROUND, I E • 29B' I I I LIMESTONE PICTURE-FRAME BORDER %0 FIELDSTONE VENEER AS SELECTED BY OWNER (TYP) i I W/ PRECAST CONCRETE CAP/ WASH. FLASH i I HANDRAIL W/ 1 GRASPABLE RAILING TO I I I WASH/ STUCCO CONNECTION FOR WATERTIGHT I I LANDING m BASEMENT LEVEL. PROVIDE I J I L J L 0 I INTERSECTION (TYP) DSLOPEDCONCRETE LANDING. SEE 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L ETAIL (TYP) I L - - 1 - -i - L — — — — -J 0III I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I � I j B.O. STEP FiGs I I I I I I I BF. EL. 2IB' I I I I — — - - - - --- - - - - -- - - - - -- - - - - - - - - - _- - - - - _- - - - - _- - - - - _- - - - - _- - - = - - - - - - - - - - - - - -- - - - - - - - - - - - t.O. MAIN ROOF LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE ROOF OVER REINFORCED CONCRETE ROOF SLAB SLAB- SEE E.O.R. DRAWINGS FOR SPEG'S. ARAURDEMAREST, RA 12 INSTALL SCREENED RIDGE VENTS ,& ALL ROOF I PEAKS. INSTALL ICE GUARDS. (TYP) T.O. SIDE HIP ROOFSy � ARChITECTS It* LEFTl00 !i *ldEE AT•I N 12 �12 6" COPPER GUTTERS 4 LEADES OVER 12" COMP FASCIA OVER VENTED SOFFITS. (TYP) - 204 WAShiNGON STREET d� 12 12" HI X 13" WIDE DECORATIVE in SCAIE: 11 /q-II = ',-011 --i BRACKETS AS SELECTED BY HACkETTSTOWN, NJ 07840 OWNER (TYP) TEL (908) 8504494 T.O.MASONRY WALLS ART@dEMARESTARChiTECTS.COM — — — — — — — — —T.O. FIN CLG' A BRANCIi OFFICE Of - v"14" - "'� '� I T.O. WDW < SCIAL[A & DEMAREST ARChiTECTS, LLC - - - - - - DR R.O. ARCHITECT ANDERSEN 400 SERIES "STORNIWATCH" WINDOWS 4 DOORS WITH LOW E4 SMARTSUN AND HEATLOK (TYP) _ ARThUR DEMAREST -NY LiC#028358 36" HIGH EXTERIOR-FIN RAILING — 0 0 - RObERT 1 SCiA[IA, AIA GUARDS AS SELECTED BY OWNER m FRENCH DOORS. (TYP) "' B DENISE PARkyN, PROJECT MANAGER T.O. HANDRAILS Cq 12 I 12 -��' 3 fmfm.31-11.11, _ _ _ _ _ — I T.O. 2ND FL SLAB�� — CONT.FASCIA AND 6 MOLDINGS AROU D EL. 43.5' i' 1 EXTERIOR TO ALIGN WITH GARAGE ROOF=S (TYP) No, — — I — T.O. FIN GLG' _ Drawn By+ 36" HIGH EXTERIOR-FIN RAILING ABD/ DP GUARDS AS SELECTED BY i OWNER 9 FRENCH DOORS. (TYP) _ _ — — T.O. WDW 4 — scale, DR RO. / \ \ T.O. GAR - - AS NOTED DR R.O. _ 0 Date, e " 6/20/22 Fllenar,e+ \ / DEIENGOS \ / Protect, PROPOSEd NEW CONSTRUCT N FOR Thr:: F.F. EL. 315' FF. EL. 31.5 — DEIENGOS RE$IdENCE �. _ G.F. EL. 30.0' _ _ GF. EL. -50 0' 1105 CEdAR DRIVE SOUTH –� -- - - -i— — �— I --� I I AVG GRADE AVG GRA >r= EAST MARiON, NY I I I I I I I EL. 29.8' I I I EL. 20.5' 1 COUNTY of Suffolk F- J L _I F_ -1 I L � I I I 1 I I 0 — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- I I - - COLOR LEGEND I - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - -J I I- - - - - 1- - -J 0 sneer+ B.O. STEP FTGS5T..'.��`TU°"" �•"rJYr, F!-LOQ!, f'^YO"") - - - - - -- -- - - - - - -_-_ -_ - ELEVATIONS I ( I I I GIRDERS, RIDGEBEAMS,ETC. Drawing No.+ - - - - I BF. EL. 215' JOISTS, RAFTERS, ETC. Aoo2 ---r—� — — — — L- - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — � FOUNDATION NOTES: BASEMENT NOTES: 5 4 3 2 1 I. PROVIDE 4" DIA. GONGRETE FILLED "LALLY" I. PROVIDE ONE (I) HOUR FIRE RATED ASSEMBLY, (2) LAYERS COLUMNS WITH TOP AND BOTTOM BEARI N6 OF 5/8" FIRE RATED GYP. BRD., ABOVE HOT WATER HEATER PLATES ON POURED GONGRETE FOOTIN65 (SEE AND FURNACE AREA MIN. 8'-O" IN ALL DIREGTIONS (refer to PLANS FOR SIZES) ON FIRM UNDISTURBED SOIL, (2) attached note Sheet 6.5. #1). TONS P.S.F. (typ., U.O.N.).- SEE ENGINEER OF �:., _ .� � F_. • REGORD'S (E.O.R) DOGUMENTS FOR ALL 2. PROVIDE SMOKE ALARMS (S.A.) WHERE INDICATED. ALL 61 I 9 STRUGTURAL 5PEGIFIAGTION5. SMOKE ALARMS ARE TO BE HARD WIRED, INTERGONNEGTED n I71 n AND WITH BATTERY BAGK-UP. 2. PROVIDE 12" THK. POURED GONGRETE 3. PROVIDE GROSS-BRIDGING AND WEB-STIFFENERS AS FOUNDATION WALLS W/ 2" XPS INSULATION TO THE SPECIFIED ON ATTACHED - - �' 5'-4" 8w'-4' 2'-m' n'-m" r-m• w'-4" ��• N 5-4"�� EXTERIOR AS PER 5TRUGlURAL ENGINEERING DRAWING "E.P. I FRAMING DETAILS" 681_40 - DOCUMENTS ON REINFORCED, POURED CONCRETE FOR ALL NEW "ENGINEERED" PRODUCTS. C) FOOTIN65 ON FIRM UNDISTURBED SOIL (2) TONS 4. ANY ENGINEERED I-JOISTS SHALL BE PROTEGTED ON P.S.F. BEARIN6 GAPAGITY (typ.). REFER TO UNDERSIDE W/ �" THK 6YPSUM BOARD APPLIED DIREGTLY TO STRUGTURAL ENGINEERING DOGUMENT5 FOR ALL UNDERSIDE OF JOISTS PRIOR TO SOFFITS/ BOX-OUTS FOR Nor REINFORGEMENT AND DETAILS. MEGH. EQUIP., OR APPROVED FIRE-RATED MATERIAL ON WEBS. 3. PROVIDE 4" THK. POURED CONCRETE SLAB 5, PROVIDE (2) PRESSURE TREATED 2"x6" WOOD SILL 87'-I REINFORGED WITH 6X6 10/10 W.W.M. (I" FROM TOP) PLATES W/ 18" LONG GALVANIZED ANCHOR BOLTS SPACED A • 91_ 241_30 19'_1m• 241_30 9'-9 " • ON 6 MIL. VAPOR BARRIER (MIN. 6" LAPS) ON 4" MAXIMUM OF 6' O.G. THERE SHALL BE A MIN. OF (2) BOLTS 5'-s" 18'-7" - 18'-�• 5'-8• —3'- 6'-m" `� GRAVEL BASE (typJ AND I/2" THK. BITUMINOUS PER PLATE LOCATED NOT MORE THAN 12" FROM EACH END. JOINT - FILL PERIMETER. BOLTS TO BE Y2" DIA. AND SHALL EXTEND A MIN. OF 7" INTO 13 GONGRETE FILLED BLOGK FOUNDATION WITH TERMITE SHIELD _-T 4. PROVIDE 4" DIA. PERFORATED FOUNDATION AND INSULATION PAD, TIED DOWN STRAPS SECURING 2" X6" DRAIN, FULL PERIMETER OF FOUNDATION, PITGH — — — — — — — — — — — — • TO LOW POINT ON SITE. PROVIDE GRAVEL PLATES ARE AGGEPTABLE. >= SURROUND. MIN. OF 24". 6. WINDOW WELLS SHALL HAVE A NET GLEAR AREA OF cl S.F.. UJ I I 5. PROVIDE 3/8" GEMENT FINISH GOAT FULL WHERE THE VERTIGAL WELL DEPTH EXGEEDS 44 INGHESW Lt� I — — I �— �j II — — I �'J I �BLOGK GOVERA6E TO GOVE BASE WITH ROE. A PERMANENTLY-AFFIXED METAL LADDER A MIN. OF 12 - TUFF-N-DRY" WATER BARRIER OVER (2) GOATS SIN WIDTH. THE LADDER SHALL PROJECT 3"-6" AND {. I Jr ��-J� I ( OF ASPHALTIC DAMP-PROOFING FROM GRADE HAVE RUN65 SPAGED A MAX. OF 18" O.G. ALL GRATES OR DOMES ON THE WINDOW WELL SHALL HAVE AN APPROVED 9 : DOWN TO COVE BASE AND TO BOTTOM OF RELEASE MEGHANISM. r — — — FOOTIN65 (typ.). 6. PROVIDE GLEAN OUTS AT ALL FLUES AND 18" -1• PROVIDE 3/4" T. 6. SUBFLOORIN6 GLUED AND SGREWED. (MIN.) BELOW FURNACE FLUE GONNEGTION (t .)- 8. PROVIDE 4" X 4" STEEL POST N/ 1/2" THK. 8" X 8" STEEL — — — — — — — — — — — — — — J �-° I � I :` L — — — — —; — — — — — — — — — � _�-- %•.: I PROVIDE MIN. 2" AIR SPACE BETWEEN FIREPLACE BEARING PLATE AT POINT LOADS. H I LTI TO SLAB w/ 4 - 1/4" � —————— —————————————— j AND CHIMNEY ASONRY AND WOOD RAM 6. DIA. BOLTS WHERE INDICATED ON PLANS. �{ 1 NM F IN -1. PROVIDE 8" THK. GONGRETE BLOGK WITH 4" a. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND (— STONE WATERTABLE ABOVE 6RADE AS SHOWN IN DOUBLE EVERY THIRD JOIST UNDER KITGHEN, BATHS, AND All ——— DRAWINGS WITH GALVANIZED BRIGK TIES AND FOYER, AND AREAS TO REGEIVE STONE OR TILE FLOORS. II I I - -—---" I I : �I I I • : ( WEEP HOLES AS PER CODE. L_ Ic�i ( I I 1" (Typical --� I---__ i_' --i-� _ �'\ ,\ fIII d" I I ^•� 6" x6" - W1.4 / W1.4WWM I 4. I �� -- -�- - ��' -,, � /� I I 1 '� :� I � DN IN I I I uwvnas' :�•• � Clear I —1 — ------ -� — ( I I I ISI °B 0' ,,,,, ( _ c X " ", ALL INTERIOR ILIN65 TO BE 3'-0"H16H,BOTH I 1 SIDES. THE 5P E BETVEEN BALUSTERS TO BE i LES' THAN 4". NEW WOOD STAIRS TO HAVE / I I 8"MAX RISER AND Q"MIN TREAD WITH I"NOSING, I I ; I -\- 6" Min. 10 Mil. Polyethylene Vapor Barrier ----- - ------- ---- I I TYP.ENSURE 6'-t?i"(MIN)HEADROOM--- --- I I --------- �f _ r7l _ _______ STACKED STAT I ( * III I I I I- - Crushed Stone w/ 6" (Min) Laps =---------� -=---_ -----=---� ( - Optional) Omit For Sidewalk O tional –i I Undisturbed Soil Or Fill Compacted To 95% Of �, I ► ii I _____ �' I I' �, I I Max. Density At Optimum °' • ( I xcavA I � i i --- �i i ,1 i ------� i r I I UNEXCAVATED I I Moisture Content 14'-0..X 19'-11" -I I I r--_-_-_-_- . --_-_-_� C-_ : ' 14,-V„X SDnAB°� � � _ , I ; ; . t �:: I sA .A>� I I �-• Typical Slab On Grade Detail I I I I UNFINISHEL'�.F3ASEMENT I I 56'-z X4T' 8" cLr3.•t� rv° I I I I o N c I See t slab on . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <:� a YP• . � . f . . . . . . . . . . . . . . . . . . . . . .-. . . . . . . r . . . •f• i' ---- '©' '` 'i i' L«____–± __ _______ • � -.� C� grade detail for • 1 - . ~ –_� I I –_–_ I r I c information not ❑o / 1 1 I I ARAURDEMAREST RA I ,,.� — — � �• — ,.: i i TO T41 I • �— — — � �— — — � shown --------------i------ - - - - --------- ---i� ----c� --n� -------I– I CMU Or Poured Concrete ° - T - I _ = —I Wall As Noted On Plan ARCHTECTS LL.C. ` ••L�. '.• .{. -------------- --- — ---------- r----• ----- -e.:.�•,.. ;-rn I -CII -�-` � .,�. `_=----==1-- _ _ _ _ _ • — - -1 - I ------ SII I 1 – : '_ _0 1/2" Exp. Jt. Filler 204 WAShiNC�ON STREET -------- I f O 4" Dia. PerF. WWM HACI(ETTSTOWN, NJ 07840 {'-�• 4'-s• 1 I I o Pipe Drain X X TEL (908) 8 50.4494 _I ART@d EMARESTARCh ITECTS.COM I I ' �---__ I. I___� _____4.".P-ERPORATED INTERIOR RADON DRAIN,IF ,'• CONCRETE SLAB= I - I REQUIRED BY LOCAL ORDINANGE,FULL - m 4'(MIN)POURED CONIC.SLAB — — — — — — PERIMETER OF BASEMENT AND GARAGE SLAB. A BRANCh OFFICE OF ' ( T DRPCT- REINFORCED WITH 6X6 1.4/1.4 W.W.M.(1" 1 1 I I CONNECT TO 4"SOLID VERTICAL EXHAUST PIPEVENT O �� " FROM THE TOP)ON 6 MILLILITER VAPOR I 1 > �,.... I I (I PER 15oo SFJ FOR VEN••flNb. I -a 6 6 L _ I I I Cr SCIA�IA & DEMAREST ARChiTECTS, LLC � BARRIER ON 4"GLEAN GRAVEL BED ON I I ��.'.•;�. •.,�'••":-�- T VIRGIN 501E OR COMPACTED FILL. I LLII I r _ II I VERIFY LOCATION OF NE MEGHANIGAL CFILL 15 OMPACTED BI COMPACTED TO 95% T_ -1 A, - :j" —T EQUIPMENT IN FIELD. PRCZVIDE TYPE X FIRE ►� I I ARCIi ITECT MAXIMUM DENSITY AT OPTIMUM _ RATED 5HEETROGK 8'-O"(MIN) IN ALL ==v M015TURE CONTENT. •'„ e p.:. DIRECTIONS AND ABOVE FURNACE,TYP. r Q A A SPECIAL NOTE: PROVIpE ONE DIRECT- I M _� ARTIiUR DEMAREST -NY Lic#028 3 5 8 I" CARBON MONOXIDE D£T�CTOR � - IGMJ ON EVERY LEVEL " I g ROBERT J $CIA«A AIA EtFc�eas ►i2o (CONNECTED TO ELECTRICAL r� •.� SYSTEM OR BATTERY BACK-UP.--_---- LL 2 - #5 Cont. @ L J I Y I L J ---------------------L I I DENISE PARkY PR uNExcavAT1=D N, OJ ECT MANIA ER B •-tee. ...-1i. .. � •.e•�: -c�_-�.,_.��t__.:. ,-'--!_;'�.,n - — Imo'-@"X��" ..:• - O ` S "• : ' ': •' ` _ S.OiS.ABOVE CONTRACTOR TO PROVIDE REQUIRED (2x Key Req'd. At L —I GOM8l15TION AIR FOR AL'L xs— I MECHANICAL EQUIPMENT fTYP) I I Poured Wall Only) Foundation Wall 9 DRAIL PROVIDE 4"DIAMETER PERFORATED FOUNDATION I ' I GO ;- DRAIN IN 6RAVEL SURROUND-FULL PERIMETER Of: •: - I I _ 5 THK. CONC. SLAB ON GRADE 1 FOUNDATION. PITGH TO LOW POINT ON 51TE FOR I ;% — — — — L — — — — I W/ 6•X6• #IOX110 MM OVER PROPER DRAINA6E. DRAIN NOT REQUIRED IF 5LAB y — 15 ON OR ABOVE GRADE LEVEL. POLYETIiYI_ENE MEMBRANE No. A.7 1 FLOOR El- Drawn By, - - - — - - - - - - - - - - - x � xx_ ;� - - ABD/ DP h ..1•• -'� F • H D • Typ S lAb HAU Nch DETAI 1, Scale, D 4 ° D jq1KR _ AS NOTED 1' " si,II" 5'-I • Il"8" -� I I I a a° —I I ' SCAfE: I " - � .-Ol SEE E.O.R. Doc's FOR SPECS Date, 14'-11 " 6 18'_8• -5 IS'-m" 4 2m'-m" 3 2 14,_I 1- 81'-II�" - 3# 1/2• DIA STC. POLYEWENE DAMP PROOFING MEMBRANE 6/20/22 BARS CONT. 4' �'-o• 4' FllenaMe, DEIENC�OS 8' (4) 1112- DIA HTS BARS Project, W/ 1/4 STIRRUPS ®8" O.0 BASEMENT 8' (4) 1 2" DIA HTS BARS f0' �• (4) 1112- DIA HTS BARS PROpil NEw CONSTRUCTION FOR Th E: D W/ 1/4 STIRRUPS ®8" O.0 W/ 1/4 STIRRUPS 08 O.0 T l M REI DEIENGOS RESILIENCE ° , ° (6) 1518 DIA His BARs D yp COU N N DEW I l �� _ �� ° D ° W/ 3/8 DIA STIRRUPS ° 1 105 CEdAR DRIVE SOUTH SCALE: 3/ 16" — 1 ,oO D D °D D � 08, O.0 D �° Si lE: 1 " = 1'-0" SEE E.O.R. Doc's fOR SPECS EAST MARiON, NY 0 0 8 o O P o COUNTY Of Suffolk s• (4 1112- DIA HTS BARS a (4) # 1/8' DIA HTS BARS 1"-21/4• DIA HTS M W/) 1/4 STIRRUPS 08 O.0 W/ 1/4' STIRRUPS ®8' O.0 W4/) 1/4!STIRRUPS 08" O.0 (4) # 518• DIA HTS BARS COLOR LFeFNF) W/ 1/4 STIRRUPS 08 O.0 sheet, D m CT, ACTU"-_AFF0 r,>~�Lc'.", r-M�rC_7) _ _ BASEMENT PLAN M' O GIRDERS, RIDGE15EAM5,ETC. Drawing No., 2"X6 TREATED PINE 2"X6• TREATED PINE — (DOOR HEAD) (DOOR HEAD) — _ JOISTS,R4FTER5, ETC.— — Aoo SEGOND FLOOR NOTES: '✓8'-�" I. PROVIDE 4"x4"/ 6"x6" STEEL P05TS P05T5 DOWN DIREGTLY TO 19'_I• t�'-trd" >9'-t• FOUNDATION WALL OR MAIN GIRDERS WHERE INDICATED. O 6 9'-Y cX25 FIXED cx25 FIXED F111"(0000 2. REFER TO ATTAGHED DW6. 6.5. # I FOR REQUIRED FIRE RATED FWH11 arsASSEMBLIES FOR WALLS AND GEILIN65. UNIT 5'-II '"xl'-II �" UNIT 5'-2 n"x4'-Il UNIT 5'-2 a"x4'-11 �" �" UNIT 5'-11 x1'-Il " VERIFY M.O. VFRI M.O. vERIF M.O. VERIFYM.O. 3. DOUBLE EVERY THIRD JOIST UNDER KITCHEN BATHROOMS FOYERS ---------- " - - AND ANY OTHER 5PAGE WITH A STONE OR TILED FLOOR FINISH. B 4. PROVIDE 3TRAN51TION SADDLES BETWEEN ANY VARYING FINSIH FLOOR ELEVATIONS 5. ALL NEW WINDOWS AND FRENGH DOORS TO BE "ANDERSEN 400 SERIES" GLAD UNITS. SHOWN ON PLANS ARE GATALO6 UNIT NUMBERS • I AND OVERALL UNIT DIMENSIONS. ROUGH OPENINGS TO BE ADJUSTED : AGGORDIN6LY TO AGGOMODATE P.T. WOOD SURROUND AND ANGHORA6E. PROVIDE MUNTIN GRILLES FOR ALL UNITS. INSURE EGRESS AND REAR TERRACE TEMPERED UNITS WHERE REQUIRED. ANY SUBSTITUTIONS TO BE EQUAL TO, 58'-0"x 26'-10" UJ UJ 2"CONC RAILING- SEE DETAILOR GREATER THAN, UNIT SHOWN ON PLAN. 29 SLOPED CONCRETE PATIO 6. ALL SMOKE ALARMS (5.A.) AND CARBON MONOXIDE DETEGTOR5 (G.M.) TO BE HARD WIRED, INTERGONNEGTED, WITH BATTERY BACK-UP (TYP.). PROVIDE ONE GARBON MONOXIDE DETEGTOR PER LEVEL 1. PROVIDE GRO55-BRI D61 N6, BRAG I N6 I$ BLOGK I N6 AND ANY >= : ADDITIONAL REINFORGIN6 AS PER THE ENGINEER-OF-REGORD DOCUMENTS. -- - --- _ _ 8. ALL HANDRAILS TO BE 3'-0" (MIN.) H16H W/4" (MAX.) GLEARANGE G3 " ' • ` BETWEEN VERTIGAL OR HORIZONTAL MEMBERS (TYP.). PROVIDE I " DIA. I 6RA5PABLE RAIL AS REQUIRED. n a► p L f \\�J I p"- +� q. SEE DETAIL SHEET F.P.G. #1 FOR ALL FIRE PLAGE AND GHIMNEY X X O "0"CLEAR DIRECT-VENT I I I I 1X z E r DETAILS. u FIREPLACE(SEE DETAIL LL . ' SHEET"FP-o") 1 � �' 15. ALL INTERIOR WALLS SHALL BE 3 �" METAL STUDS W/ R" 6WB FINISH `�> ,_ ■ 1 •,� BOTH SIDES o 16" O.G., UNLESS INDICATED ON ARGH. DW65. • x 'I 8 X � > • * 1 I I 14. ALL EXTERIOR WALLS SHALL BE 6" REINFORGED GMU @ 16" W/ 2" U'J w I °= I ( I I XPS INSULATION TO THE EXTERIOR AND 3 �" METAL STUDS @ 16" O.G. W/ cr " ' • '` -- ` •'••="� - �'• •�'. `."` ":--- � -�• - � F R-IS BATT INSULATION UNLESS OTHERWISE INDICATED ON ARGH. DW65. NV d ° 1Li I!y0 �'' ° _@ =0 e /I' I 1 15. PROVIDE 2" (MIN) GLEARANGE BETWEEN MASONRY CHIMNEYS AND in _ (< \� V �" ° LIVING ROOM t3ELOUJ m U r/Q I I I I ( I cn - ,ih 1 w ° I , Lee 18'-4"x 23'-10" LLee I I u ! I III rwv ° GOMBU5TABLE MATERIALS. ALT: USE METAL STUDS A6AIN5TGHIMNEY FOR UJ w LL 1 1 i DOUBLE HEIGHT GLG I \Q I ! LL FRAMING C RAILING AND STAIR NOTE: UJ ` Ul ALL INTERIOR RAILIN65 TO BE 3'-0" I 1 i i > ~ > HIGH,BOTH 51DE5. THE 5PAGE ( X ~ U BETWEEN BAL15TER5 TO BE LE-55 - -- l I I I u13 .W G-CHANNEL THAN 4". ALL NEW WOOD 5TAIR5 TO 'rW G_GHANNEL BEDROOM HAVE 8"MAX R15ER AND"I"MIN BED�200M '" RAFTERS �--- ----1 ( I RAFTED' IS'-1"x 14'-9" TREAD WITH I"N051NG,TYP. IS'-1"A 14'-9" cAft I 12 GLG.®l0'-0" I �_ ■ --■v � GLG.X10'-0" -�• I r I I `1 :' 12 4) I ( 8.� B HOLD GROUT FROM 1 1/4- DIA. HOLES 3/4" DIA. GALV. 3/4" DIA. GALV. STEEL I I ----' --------------- I ( - - AROUND RODS IN STEEL DOWELS THREADED RODS ___ --� I-------- 1 ------- :I � I I I11 mo- BALUSTERS --- _ �-.1 c� 9 z• { �• -=A \�Fi w -' 0 LIGHTWEIGH n n 1 1 s o ° 0 ti I tv - - BALUSTER ii '1 II \ y�A 5. n � i I . 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I - --- - -- RAFTERS I 'n _ I VENT D R' I \ - -- -- - ;\ ,n =} I I I I n n n :, • . z> I TOE [OR I \ I I V z n n I I n u t Z . . .I 1 . . . . . . . . . . . . . . . . . . . . . l. . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w �IfEN y . . . .� . . . . . . . . . . . . . . . . . . . . . 1 . . . Z Ary 0 I 12 -- - -' °' -----� - _ j I N I U II II •':'�•': • j 3 g,� 6 x 10'_0" _ •_6 x 10'-V" \ 3 - - \ I GROUT AROUND ROD IN 3" DIA. "It i r— - _ R4'_b■ I 1 ELEVATION HOLE IN BALUSTRADE BASE I c Flo'-o' cLG.mt0'_B" I p . A : � _ �' - --- - - - -- _ I ARThURDEMAREST RA Q-. V F I I \Q 6'- ,q ..- -6'- 6• 3'-e�• h'-0• -Z' 3'_B�• y5• —_ •-• _ u II - \� I I w q X , I �/� ° 6'- x 8'-10" I 3._0..x8,_ s'_0"xe'_0" -6' x - O N L p I t 0 U- I I �' O cL "®10-o" s b,., y j �i \) LG.mt u p. \ I I w -E-1 :�:. =W 1 I _ ARc ITECTS L.L,C. I- >1 13 I W.I. CLOS i / / -U.I._CLO$- L I -> U ( Z n- -- 05 e --I'CLG 0I0!'' 0 6'-6"x 3' 0 - I Z ■ -6' m B'- • ' {'-3• 9'-s� -�' {'-b - -{'_3. LG.�O'�" 6 6•_ -� G O Q •. 204 WAShiNOON STREET t HAckETTSTOWN, NJ 07840 • "' -_� I / � - _ �' _ PLAN SECTION �' - ,_$" --- -^- - ---m - m - '_ •,IL TEL (908) 850-4494 LU 46 x x t o woo w�LL MASONR BALUSTRAdE DETAIL ART@dEMARESTARChiTECTS.COM r c.W A BRANCh OffICE Of x > X ~ > $CAFE: 1/2" = 1',0" u u SCIAfIA & DEMAREST ARChiTECTS, LLC BEDROOM BEDTdOOM 'S'-'"x'4'-m" A RC h I T ECT •. Y 18._1..x 13'_9�� GLG.eo�j'-0" ± :. Q I cLG.slo'-0" a �": I GLASS GLASS ARThUR DEMAREST ANY Lic#028358 ..1' w ' o who ROBERT J SdAUA, AIA � j � x 2- kin DENISE PARICyN, PROJECT MANAGER � X e e e e - � r� _ a . �x �> s s s ? X �> E�J�G-CHANNEL w NEW C-CHAI't{E I 2 "JULI T"BALCONY AS SELECTS BY 1�AFTERS / \ RAFTERS I ER.ANCHOR SECURELY T Q U� MA RY WALLS AS PER MAN TO ( r —I APRON FLASHING APRON PLASHING HEAD FLASHING WINDOW FLASHING No. ACHIEVE 200 LEsS/FT FORCE�S rj �rJ Q'D BY CODE.MAX 4"DIA CUSTOM I I LF-ROUND 6P ERE OPENING IN ANY POR ON PI T �I �'e 3 Drawn Bye OF RAILING ASS'Y UNIT l'- "x410'-0" / \r A VERIFY M° I -�` `�-: --- — A FLASIIIN DETAILS ABD/ DP �_:_�1 LI---- - b'-2 " 'T'-1" - b'-2 " 4'-t3" 4'-1" 4'_7•4-4 4'- Scaler SCALE: 1 1/2" _ 1�,pll AS NOTED 6 5 �,_0■ 4 3 2 1 FWH5480 PWP5400 '-8" CX25-EGRE55 CX25-EGRE55 '-8".' Date UNIT 5'-3 A"xl'-11 I" UNIT 5'-3 UNIT 5'-2 a"x4'-Il 9" B UNIT 5'-2 -1"x4'-II 9" "M.O. vERIFY M.O. '� VERIFY M.O. VERIFY M.O. VERIFY M.O. /20/22 Filename, DEIENGOS Project, SECONd PROPOSEd NEVU CONSTRUCTION FOR Th E: DEI.ENCAOS RESIdENCE SCALE: 3/ 16 — 1 'ooO11 1105 CEdAR DRIVE SOUTh EAST MARION, NY COUNW Of Suffolk COLOR LEGEND Sheet, -Yc_.D SECOND FLOOR PLAN GIRDERS, RIDGEBEAMS,ETC. Drawing No.t - - JOISTS, RAFTERS, ETC._ _ Aoo FIRST FLOOR NOTES: I I. PROVIDE CONTINUOUS LOAD-PATH BELOW ALL STRUGTURAL POST/ COLUMNS. I � 2. REFER TO ATTAGHED DWG. G.S. # I FOR REQUIRED FIRE RATED ASSEMBLIES FOR WALLS AND GEILIN65. 3. DOUBLE EVERY THIRD JOIST UNDER KITGHEN, BATHROOMS, FOYERS, AND ANY OTHER SPAGE WITH A STONE OR TILED FLOOR FINISH. I ' � 4. PROVIDE FINISH FLOORING AS PER OWNER AND TRNA51TION SADDLSE BETWEEN VARYING ELEVATION � GHAN6E5. � INGROLMD POOL BY OTHERS �` 5. ALL NEW WINDOWS AND FRENCH DOORS TO BE "ANDERSEN 400 SERIES" GLAD UNITS. SHOWN ON PLANS 1 401-0"x 20'-0" I ARE GATALOG UNIT NUMBERS AND OVERALL UNIT DIMENSIONS. ADJUST MASONRY OPENING ACCORDINGLY TO PROVIDE P.T. FRAME SURROUND AND ANGHORA6E. PROVIDE MUNTIN GRILLES FOR ALL UNITS. INSURE EGRESS uJ AND TEMPERED UNITS WHERE REQUIRED. ANY SUBSTITUTIONS TO BE EQUAL TO, OR GREATER THAN, UNIT j SHOWN ON PLAN. CU RVEd STAIR DETAI l I 6. ALL SMOKE ALARMS (S.A) AND CARBON MONOXIDE DETEGTORS (G.M.) TO BE HARD WIRED, STAIR MANUFACTURER TO RPROVIDE SHOP DRAWINGS INTERGONNEGTED, WITH BATTERY BAGK-UP (TYP.). PROVIDE ONE CARBON MONOXIDE DETEGTOR PER LEVEL AFTER FIELD MEASURING AND PRIOR TO I I 1. CONTINUOUS LOAD-PATH GONNEGTIONS SHALL ATTAGH IST FLOOR STUDS TO 2ND FLOOR POURED WALLS CONSTRUCTION FOR OWNER APPROVAL AS PER ENGINEER-OF-REGORD DOGUMENTS. uJ �I 8. ALL HANDRAILS TO BE 3'-O" (MIN.) H16H W/4" (MAX) GLEARANGE BETWEEN VERTICAL OR HORIZONTAL ir 0 O G `'I 2 MEMBERS (TYP.). PROVIDE I �" DIA. GRASPABLE RAIL AS REG2UIRED. - - - - e H11. KITGHEN HOOD MAKEUP AIR NOTE: KITCHEN EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING 400 GFM e `H -------------------- --------------------- -------------------- SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EG2UAL TO THE EXHAUST RATE, SUCH >= MAKEUP AIR SYSTEM SHALL BE EQUIPPED WITH A MEANS OF GLOSURE AND SHALL BE AUTOMATIGALLY t'-4" " GONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. UJ jemzlk 2' 0' CI'-0" 2' " Ib'-4" 5'-4" I III III 12. PROVIDE ONE-HOUR RATED FIRE-PROOF, 5ELF-GL051N6 DOORS FROM GARAGE TO HOUSE. DOORS TO BE SOLID WOOD OR HOLLOW METAL W/ HONEYCOMB INFILL. j I I I 13. SEE DETAIL SHEET F.P.-O FOR ALL FIRE PLAGE AND GHIMNEY DETAILS. COVERED Patlo I I 14. ALL INTERIOR WALLS SHALL BE 3 �" METAL STUDS WW / J" 6B FINISH BOTH SIDES P 16" O.G., UNLESS 63'-2"x 26'-11" I I INDIGATED ON ARGH. D16165. I I cLG• 10'-0" I 15. ALL EXTERIOR WALL5 SHALL BE 6" REINFORGED GMU a 16" W/ 2" XP5 INSULATION TO THE EXTERIOR AND 9_ UNIT 1'-0 J'x4'-4 6 24'-1" 19'-10' I9'-I" 5'-2" 9'- • 3 �" METAL STUDS 0 16" O.G. W/ R-15 BATT INSULATION, UNLESS OTHERWISE INDICATED ON ARGH. D16165. • 4'-9" l'-10" t3'-b" 4'-2" il'-b" 4'-2" 9'-b' 8'-9" -2'-b" 4'-0"- FWI 1608 FIXED FWN6 80 F1111-13100 FW+� 18(D CW3 5 2 1-0 I 16. REFER TO STRUGTURAL ENGINEERING DOGUMENTS FOR BRAGED WALL DETAILS 4 INFO. IFWg3l0 -OUTSW , F11114311111-CUTSU� C7 UNIT 3'-0 �"xT'-ll " I UNIT 5'-II '"x1'-Il 2" UNIT 5'-Il °x-l'-11 " I UNIT 3'-0�"x-l'-il UNIT 3'-0 A"xT-Il I VERIFY M.O. I - J UNIT 3' °x-1'-u I}" 11. REFER TO DWG. 6.5. #1 FOR REQUIRED FIRE RATED A55EMBLIES FOR ALL GARAGE WALLS AND GEILIN65. VERIF M.O. VERIFYM.O. VERIFYM.O_ VERIFY'M.O. vERIFERT Y M.O. " i i M.O.M.o. INSTALL 2- LAYERS 5/8 X FIRE RATED GYP. BD. ON GEILIN6 OF GARAGE. INSTALL I- LAYER OF 5/8" 'X' FIRE RATED GYP. BD. ON EAGH SIDE OF WALL SEPARATING GARAGE AND HOUSE. _ 18. PROVIDE 2" (MIN) GLEARANGE BETWEEN MASONRY GHIMNEYS AND GOMBUSTABLE MATERIALS. ALT: USE °. :'; 1 ' '.s - - ■ - METAL STUDS AGAINST MASONRY GHIMNEY FOR FRAMING. ■ SPECIAL NOTE: PROVIDE ONE I' I i' CARBON ARON MONOXIDE DETECTOR CI.I 0` FRENCH 01 (CM.)ON EVERY LEVEL CONNECTED TO ELECTRICAL ---- �" ---- 21- I I - GRADE 0 x SYSTEM OR BATTERY BACK-UP. I I N 1) I I r ' x L � * I I "0"CLEAR DIRECT-VENT \ \\ \\ / \% \i \ I FIREPLACE(SEE DETAIL ( } �n w /\\/\\/ �LL > I I ., cH FRENCH I I s u > MORTAR OR CAP \ -�, 3._0'x8._0.. 3'-0"x81-0° • 1 I ---- s• \ x I I m rt AS REQUIRED d < \// ---- _._. \ II o (2)COATS OF MASTIC \ � WATERPROOFING ON ALL ---- - --- LIVING ROOM ----- 'J sNK L_ _ BELOW GRADE SURFACES \ a \ Is'-411x 24,_4„ I �0, �o ---- Q - /\ \ /\ B DOUBLE HEIGHT CLG 1 - ---- W 9 8"MIN.COVER DOWN . /� I 1 .`. ---- � -o , TO FOOTING \ ° X as x F " PLAY ROOM I 1 Ca�� ---- ' > / /\ ' AT IS'-1°x V-1' 4'_8 x I '_l•' ---- lU LL ` W r a „ I " _ CLG.010__0 i n W / 8"x 10 - + > CLG. ^, 3'_0"x81_0 5'9• 9'-4�• -7 4 ' -b�' 4'- 3'- 0 • , / a jITCI1 ; I 1 I MASONRY FINISH FASTENED / \ IS'«I"x 21'-m" 00 1 ry I I I TO CONCRETE WITH METAL / --� -- I CL•G.®10'-0" , DRAIN I I ANCHORS @ 24"O.C.BOTH \ E LOCICER5 ------ __LQ __ - - - s._ .,. - BELOW VERTICALLY AND HORIZONTAL /\ °a F.Psc. e I I 1 `J ENCAPSULATE DRAIN { \ ,_-- ' I PIPES AND FI WTERCRUSHED STONE // ��n \ �I_�u 12gI / d1 cS FABRIC ^ N IS'-i..x 5,_9.N 11 / \ it I i V -- -- . __- STEPPED FOOTING / ° / ARThUR DEMAREST RA _ -- _-7 - - - BEYOND ^ s• 1.I I I ;, I 4"PERFORATED \ _ / r DRAIN PIPE (" + . ARChiTECTs L.L. . K'-0" A"• -6'-O - -i- --V-21' li 5 0• 19'-I�• 4'-m• LB-d• 14'-®• •II' d d I �,. •• e I U1d1LK-IN CLOSEt 1 go : 1 #6 RE-BAR @ 24"O.C. - ''' r a I r #5 RE-BA 2 O.C. \ ° 204 WASIiINC�ON STREET J DRAIN IN SLAB GAP-AGE CLG.e10'-0" 5'.0"x 8'_ ', \ _- I REF. e I m GARAGE a HACICETTSTOWN NJ 07840 in ' ld'_mn x 20'-0" I 6'-0 x S'-0" 1 II II SLG.®10'- / `\ 0 4'-0"xe'-0" I 1 c ld'-0"x 20'-0"Sim \ a ° .:; CLG. 0'-0" -Kv CLG.®10'-0" III II 1 1 \ \ - ARCHWAY I _ LG. -�. \ ° a ° \ \� TEL / n G.F.ELEVATION■ 30ID' + 1 1 II II ( ( - - ---- - GF.E EVATION ■ 30�' TEI: (908) 8 50.4494 POCKET I II 2' x8-0" II 1 I O a _ PANTRY V- - -- - \\ <_ _; a� a a• �\ - 3, "x5_0.. - ----- A M h . - . RT AR \/ � C�dEM ESTARCIiITECTS C R =_ __ __ __ ' A BRANCIi OFFICE OF I I.6„xB,_0„ WALL 1A% . . . . . . . . . . . . . . . . . . . . . !ti• �. . . . . . . . . . .� . . . 19'-i" 25-7". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l ? ' , ' ' _ 13d11�LE- E2CsHt CLG. - f f ' 'I ' SPECIAL NOTE: ``, I SCIAFIA St DEMAREST ARCIi ITECTS, LLC SPECIAL NOTE: •�• , n r-6^x81-0" i FF.ELEV TION= 315' •Q , 4 I ENSURE I-HR. I A REA W A DETAI L I I 3'0 I ASSEMBLY ALL I y A RC h I T ECT ENSURE I-HR _i F � C: 1 FIRE-RATED • ASSEMBLY ALDL I - I ( // ° e s ° 13'-61 x WALLS 4 CLG.IN I 's WALLS t CLG.IN I m MASTER BATH----rl - / ) r x-- --x -- GL'G.el0'-0 1 GARAGE I i '" m m SCALE: /211 _ 7/ OII • 1 GARAGE I8'-I"x 9'_10" -e �° 1 I I ARThUR DEMAREST -NY Lic#0283 58 Gam• __ __- "I I #' SEE E.O.R. DOC'S FOR ADDT'L INFO e ----- --- - - _ a- _ _ '�`• - �� -- --- ----- e ROBERT J SCIA«A, AIA __ �8R DENISE PARkyN PROJECT MANAGER -- �•Pov. 9 to �J / Up ---- •,SHEAR RACE SHEAR BRACE • + cp SH AR BRACE SNEAK BRACE - "`- - / RAILING AND STAIR NOTE: ARCHWAY -.---� ' WALL PER COD WALL PER CODE • / L5 c;---� �___ WA L PER CODE WALL PER COD --`- i ALL INTERIOR RAILIN65 TO BE 3'-0"HIGH, _ ' RISER HGT.VARIES EXTERIOR CONC.STAIR W " l i 130TH 51DE5. THE 5PAGE BETWEEN 1 _ I ' ,U X � BALUSTERS TO BE LC-55 THAN 4". ALL = ;r (8.25"MAX.) x I NEW WOOD 5TAIR5 TO HAVE 8"MAX Q . r- o R15ER AND 4"MIN TREAD WITH I"N051NG, I eQ - � 3 n w 1 TYP.EN50RE 6'-8"(MIN)HEADROOM OVER W L- TREAD W/1"NOSING > I ° STACKED STAIR x x 'a ' U z I I s� I (DEPTH VARIES,SEE PLAN) 1" 4 • ' •+ 2 /� 1 a a x x e a I 1 / No, MASTER BEDi?OOM � m � 'D " m #5 RE-BARS @12"O.C. x -e �Z m e-_ -_o DININ ROOM .9 �I 181-1"x 13'-10" i ;n-----W - - __...._ __ EACH WAYS Drawn By, CLCa.•10'-0" 18'-1"x 22'-0" .,� ./ ABD/ DP CLOSET cLosEr CLG.s10'_0" = ___ -___= s• a I ' Scale, I �'_I. S �' 4'_67' S 9'2' 'i�'� 4'�I. u1-I� I,b�:.- -(•�1. 7 Ot W o ,• ----- ----- - N SLOPE@�� d• AS NOTED PLANTER PLANTER x BELCH BELOW d• . • Date: ,- ' l(l iv W Y �y� 6/20/22 U z i1., ___-11 FL115Fi GONG BEAM-SEE EAR DOCS �--- • CIO - I i 1/2"EXPANSION JOINT FI(enaroe+ 11------ 11 II----- -W--- 1 - -177. LINE of ExrEROR WALL ABOVE N � 4"CONC SLAB DEFENC�OS PATIO = (PREMOLDED FILLER-1 6 ) IS'-lm"x W-6" II• I X •4 2#5 CONTINUOUS 24 SLOPED GONG FINISH °`1. 0 _ ' STEPS T GRADE , a Project, \ • X �.� PROPOSEd NEW CONSTRUCTION FOR ThE: r // / • \\\ N >e NOTE:2R+T MUST BE BET.24"TO 26" AREAWAY STAIRDEW I DEIENC�OS RESIdENCE Q = A ■ SCAFE• ° _ �'�U° 1105 CEdAR DRIVE SOUTh (A •� - EAST MARION NY a e SEE E.O.R. DOC'S FOR ADDT'L INFO ' CTR2281 OVER CTR2281 OVER CTR2201 OVER CTR2281 OVER COUNTY Of Suffolk 6 CX25- CzRESS CX25- CiRESS 5 d CX25- GRESS CX25- CzRESB 3 2 1 UNIT 5'-2 J"x51-11 J" UNIT 5'-2 J"x5'-Il 2" UNIT 5'-2 J"x5'-11 J" 8 UNIT 5'-2 "x51-II g" VERIF M.O. VERIF M.O. VERIFY`M.O. - VERIF M.O. COLOR L8'-0" 6'-? ' l'-1" b'-2j" 4'-S" W-1" 4'-1" 4'-5" b'-2 " l-1" b'-2 " 8'-0" b'-11 " Sheet! 4t'-11 " 20'-0• �' IS'-0" �' 20'-0" W-111' uT+ I�:Tl." C"C/ , C° LC;.), Gi~_1 C".�? s-I'-n • F*1 RST O R FIRST FLOOR PLAN _ _- - - - -- - - - - - - - - - - - - - GIRDERS, RIDGEBEAMS,ETC._ Vrawing No.: SCALE: 3/ 16" = 1 '-011 JOISTS, RAFTERS, ETC. A00 A t TYP I GAL ROOF NOTES: I SS,_m1. PROVIDE RIDGE VENTS AND CONTINUOUS SOFFIT VENTS. Ia'-I• r�'-10• I�'-I• - 2. ROOF TO BE LIGHTWEIGHT "SPANISH TILE" ROOFING SYSTEM AS SELECTED BY OWNER ON SPRAY-ON WATERPROOFING, ON REINFORCED CONCRETE SLAB ROOF AS DESIGNED BY E.O.R. ON STEEL G-GHANNEL RAFTERS. 3. ALL RAFTERS SHALL BE MECHANICALLY ATTACHED TO WALLS AS PER E.O.R. g DRAWINGS. _T1 FT __n fT- 7� 7 \A- v - _ - 4. USE IGE AND WATER SHIELD. FULL GOVERA6E OVER CATHEDRAL 5PAGE5 AND I_u LLI i It I I I ANY SLOPES LE55 THAN 5:12 ON 5/8 PLYWOOD SHEATHING, ON RAFTERS 2"X 16 \ I / Lt \tip L___;, ____ Fi 5. STEEL G-GHANNEL RIDGE, HIPS, AND VALLEYS, AS SPECIFIED BY E.O.R.. 4� 6. PROVIDE FLA5HIN6 IN ALL VALLEYS, GRIGKET5, AND ALL WALL/ROOFU (A _S• \ B / ; �-S•� INTERSECTIONS. \ z / 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION AND REQUIRED DETAILS ON iq _.w C-CHANNEL.RAFTERS / NEW C-CHANNEL RAFTE z �?_--I� FLASH I NG,, 6UTTER 51 ZE5, ETC. uJ-'� r--_- --"---- _+� I i -------� � -- - F 8. PROVIDE 6" SEAMLESS &UTTERS AND LEADERS -- CONNECT TO DRAIN TO _ L J \ V 1 I I DRYWELL ONSITE OR TO SITE LOW POINT. REFER TO EOR.Does FOR ANCHORAGE Or 9. CONTRACTOR TO CREATE ACCESS PANELS/ DOORS TO ALL CONGEALED AREAS \ RAFTERS TO WALLS. (TYP) I\ / k m e I BELOW ROOFS/ ATTICS AS PER GODS. O F� \ I \� a l .cam/ 1 F >= STRUGTURAL NOTES: Uzi I I I I I I ( I. ALL STRUCTURAL WORK SHALL COMPLY WITH THE STATE BUILDING CODE. III \ \ tio ! II ("NO 2. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS Irl-11 AND SPECIFICATIONS. I I IZ11 _ _w i - 11 L`J J \ --' LIGHTWEIGHT MASONRY "SPANISH CLAT TILE / � E 3. GONTRAGTOR SHALL PROPERLY SHORE, BRAGE AND MAKE SAFE ALL FLOORS, ROOF, ROOF OVER REINFORCED MASONRY SLAB 7 I WALLS, AND ADJACENT PROPERTY AS JOB CONDITIONS REQUIRE. ROOF- SEE E O.R.DRAWINGS.INSTALL SCREENED U 1 \ 1 RIDGE VENTS w ALL ROOF PEAKS.INSTALL ICE u 1 4. ALL CONCRETE SHALL BE STONE CONCRETE. MINIMUM COMPRESSIVE STRENGTHS AT 28 \ I ups (TMP) I / DAYS SHALL BE 3,500 PSI. ALL FOUNDATION CONCRETE AND &ARA6E FLOOR SLAB SHALL F \ j w Pc Pc L / r� Z r �--, ----,_ ---, BE AIR-ENTRAINED. INSTALLATION SHALL BE IN ACCORDANCE WITH AGI 501, L _•__.___.I �_. C _____.,LJD SPEC I F I CATI ONS OF CONCRETE FOR BU I LD I N65. jj I MEMSOV 1 1 5. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND TO THE AISG SPECIFICATIONS I I 1 I FOR DE516N, FABRICATION AND ERECTION OF STRUGTURAL STEEL FOR BUILDIN65. BOLTS _, I L________ I I I L______;-__J i �- 4- SHALL BE 3/4 INCH DIAMETER UNFINISHED BOLTS GONFORMIN6 TO A5TM A30�, UNLESS I I---------I I I ----:--� I OTHERWISE NOTED. RIDGEI I I I m J I I r_ 6. ALL FRAMING LUMBER AND DETAILS OF WOOD CONSTRUCTION SHALL CONFORM TO THE I NEW C-CHANNEL RAFTERIS UNFINISHED ATTIC NEW C-CHANN'.'L RAFTERS I NATIONAL DE51ON SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENIN65 I I I I x 23'-3" � ' I I I I 1 REFER TO E.O.R.DRAWINGS FOR STRUCTURE 1 I I (INCLUDING, SUPPLEMENT No. I) AND TO HUD MINIMUM PROPERTY STANDARDS 4810.1. ALL NEW uJ I I I I I I / t CONNECTIONS \ I I ; I i I 1 I FRAMING SHALL BE GRADE MARKED AT MILL AND SHALL BE SURFACED DRY. NEW J015T5 I I G_--------I I I I F n I I I L--------a I I SHALL COMPLY WITH PS 20--f0 FOR SIZES AND SHALL CONFORM TO THE FOLLOWI N6 1 1 `------j l V I I I y sa �• ----Y-- SPECIE AND GRADE: aA(A .I I . . . . . . . . . . . . .i �. . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -� • • • • • , • • • • • • • • • . . • • • • • � • • • • • • • • �1 I / AIR1 I •�/ \ \ { T j I -� RAFTERS AND JOISTS- DOUGLAS FIR, LARCH #2 c I� `1l �c I <�� \ C BEAMS, 61RDER5 AND HEADERS- DOUGLAS FIR, LARCH #1 --� "/ ( , ---- -_-� 11--_-__- ,��!� XPi ---_ --I I STUDS AND PLATES- DOUGLAS FIR, LARCH STUD IFii ii I �I $� � \ I, 1. ALL FACTORY MANUFACTURED GLUE LAMINATED WOOD FRAMING MEMBERS (LVL) r t- I - 1 - SHALL BE GPI JOISTS AND 6P-LAM BEAMS AS MANUFACTURED BY GEORGIA PACIFIC, OR _ 1 IN REQ'D RJOF INSULATION- I Feu �� I I I I I APPROVED EQUAL. ALL EN61NEERED 61RDER5 TO BE 2.0 SERIES OR HIGHEST SERIES I L__ II I I NYSECC TABLE 02.11:R-49.PROP. I _J /_ _7 C� z I MIN 8"FOAM INS#iAL W/WATER/AIR I I - -- C--- AVAILABLE BY MANUFACTURER. LJ / I I BARRIER 8"X04N-R-56 (7- I I \ L 8. ALL FLUSH FRAMED GONNEGTION5 SHALL BE MADE WITH APPROVED GALVANIZED / _J SPECIAL NOTE: PROVIDE ONE 22wi \ � I I I 1 e' / ui CARBON MONOXIDE DETECTOR STEEL JOIST OR BEAM HANGERS, MINIMUM 18 GAUGE, INSTALLED ACCORDING TO 2,1 �!� I INEW C-CHANNEL NEW C-CHANNELI I (Cil.)ON EVERY LEVEL MANUFACTURER'S RECOMMENDATIONS. RAFTERS I RAFTERS I CONNECTED TO ELECTRICAL �/ SYSTEM OR BATTERY BACK-UP. c{, WHERE FRAMING LUMBER IS FLUSH FRAMED TO 6P-LAM, STEEL OR FLITCH PLATE I I \ I I I I Py I I GIRDER SET THESE GIRDERS �" CLEAR BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR I I \P I I I �/ ATTIC ACCESS NOTEt PROVIDE ACCESS TO ALL ATTIC SHRINKA6E. / NEW C-CHANNEL / \ NEW C-CHANNEEL ( L- --I-- 1__ _I I �W C-GHANNEL / ; \ NEW C-CH 4NNEL \ I I WITH A 222"X303MIN OPENING. L. RAFTERSe / \ RAFTERS -___I- c� =I--. -- RAFTERS^ / ; \ RAFTERS \i I 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW; WHERE I e/1 REQUIRED INSTALL ADDITIONAL STUDS. USE DOUBLE STUDS © ENDS OF WALLS AND ENDS I I ti, I __ __I _I� 1 �I_ 1___ __ �/ ti, I I OF OPENIN65. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE I I \ I i BEAMS ARE NOT DESIGNATED. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF c� \Q a ` _.1._ L---22 22---��1_ .e c� j, PARTITIONS. RT UR DEINAREST RA u P I I I I 4 "P u I IA. u 11. BUILT UP BEAMS SHALL BE SPIKED TOGETHER WITH (2) 16d NAILS X16" O.G. 3 ( I -FLASH AND COUNTER FLASH ALL EXTERIOR I I a ui \ In MATERIALS FOR WATER-TIGHT CONDITION(TYP) nI / AND GIRD ARChITECTS Like - z I I • z �t�' I -�- 12. AT THE END OF ALL BEAMS, HEADERS A ERS PROVIDE A BUILT UP OR SOLID _ _ _ _�!� --- - _._ „ - 1 _-_ - - - POST WHOSE WIDTH I S AT LEAST EQUAL TO THE WIDTH OF THE MEMBER I T I S SUPPORTING. REFER TO E.O.R.D s FOR ANCHORAGE of \ ' 13. ALL POINT LOADS AND BEAMS ARE TO HAVE FULL BEARING ON 6IRDERS, POSTS. 204 WASIiINC�ON STREET T- les TO �- COLUMNS, PIERS, OR SOLID MASONRY DOWN TO THE FOOTIN65. PROVIDE 3/8" THIGK STEEL HACkETTSTOWN NJ 07840 BEARIN6 PLATES AT LOCATIONS WHERE THE 61RDER IS WIDER THAN THE POST OF COLUMN. TEL (908) 850-4494 _8• 7 : 14. STAGGER ALL SPLICES A MINIMUM OF 32 INCHES. ART�' d EMARESTARCh ITECTS.COM : 15. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE SPANS II � A GLUE. ALDLFOR PLYWOOD SHALL B D6LUETAND SCREW U NAILALL ED TO FLOOR JOD SHALL BE IST SING ANE HITHRAPA IOR A BRANCUSE ON THE C Ii OFFICE OF s0'_�• �,_m• ��;_�• _ SCIAFIA St DEMAREST ARCIiITECTSLLC APPROVED ADHESIVE (B.F.600DRIGH PL400 OR EQUAL). , sa'-0• IG,. ALL REINFORCING, SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM ARCh ITECT A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. '-8•� B ,-S• 11. FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM BEARIN6 CAPACITY: 4000 ARThUR DEMAREST -NY Lic#028358 PSI. ADEQUAGY OF BEARIN6 STRATUM SHALL BE VERIFIED IN THE FIELD PRIOR TO ROBERT J SCIAFIA, AIA POURING CONCRETE: ADJUST BOTTOM OF FOOTING, ELEVATIONS AS REQUIRED. DO NOT PLACE BAGKFILL A6AINST FOUNDATION WALLS UNTIL ALL FLOORS OR ROOFS BRAGIN6 DENISE PARkyN, PROJECT MANACIER THESE WALLS ARE IN PLACE. ATT*IC/ RooF wVIAN 18. EXTERIOR SLABS ON GROUND SHALL BE 5" THICK POURED OVER A 6" LAYER OF POROUS FILL UNLESS OTHERWISE SHOWN ON PLANS. PROVIDE 6"X6" - WI.4/WI.4 WELDED WIRE FABRIC PLACED I" FROM TOP OF SLAB IN ALL SLABS ON &ROUND, UNLESS 3 OTHERWISE SHOWN. SLABS SHALL BE POURED IN ALTERNATE PANELS NOT EXGEEDIN6 2500 c� SCALE: 3/16" = 'moll SQ. FT. IN AREA NOR 80 FEET IN ANY ONE DIRECTION. 6ARA6E SLABS SHALL BE PITCHED1 1 /I' O TO O.H. DOORS. No, IQ. LINTELS SHALL BE INSTALLED OVER ALL OPENIN65 IN MASONRY WALLS AS FOLLOWS: Drawn By, MASONRY OPENIN6 4'-0" OR LESS: ABD/ DP LINTEL- L 4" X 3 1/2" X5/16" scaler AS NOTED TYP.WATERPROOFING MEMBRANE Dater DROPPED 6/20/22 TYP.REINFORCEMENT WITH REINFORCED REBARS RIDGE BEAM WITH REINFORCING BARS STIRRPS WITH TOP AND SPECIFIED BY THE EOR BOTTOM REBA.R W/ STIRRUPS AS PER E.O.R. Ilenaraer REINFORCED CONC.SLAB DEIENgOS ANTI-PONDING BY THE EOR BOARD TYP.WATERPROOFING Project, roject, METAL °' PROPOSEd NEW CONSTRUCTION fOR Th E: FLASHING REINFORCED CONCRETE SLAB / ° -.� DELENC�OS RESIdENCE SPECIFIED AS PER EOR y ° • e KEBABS SPECIFIED AS PER EOR 1105 CEdAR DRIVE SOUTh:' + c°• '° ° .: � � '. °a:- : EAST MARION, NY BOND BEAM WITH REINFORCING °, °• p BARS WITH STIRRUPS AS PER E.O.R. N COUN/ c °• - ry Of Suffolk T t REINFORCING BAR AS PER E.O.R. COLOR/ y� Sheet, TYP.VERTICAL REINFORCING = WALL REINFOCING BY E.O.R. TYP.REINFORCEMENT ST,r7.I:Tu~1- /'�ov , I"�-!wc"J, F.,7YOND ATTIC/ ROOF PLAN - FASCIA '' - - - - - - - - - - - - - - - - - - ,. *. WITH STIRRPS WITH t TOP AND BOTTOM REBAR - - - - - - - - - - - - - - - - - - - GUTTER �? �. ROO F/WA R D ETA I� Roo F PEA k DEW I l _ _ _ CONCRETE MASONRY UNIT CsIRDERS,RIDCxEBEAMS,ETC. Drawing No., in _ r n JOISTS,RAFTERS,ETC. A000- SCALE: 4 = � 'O SCALE: 4 - �0 - - - - - - SEE E.O.R. DOC'S FOR ADDTT INFO SEE E.O.R. DOC'S FOR ADDTT INFO T.O. MAIN ROOF LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE MIN REQ'D ROOF INSULATION- • 'I " ROOF OVER REINFORCED MASONRY SLAB NYSECC TABLE 402.12:8-49. ROOF- SEE E.O.R. DRAWINGS. INSTALL SCREENED PROP. MIN 8" FOAM INSUL W/ ROSS ECT I N RIDGE VENTS 6 ALL ROOF PEAKS. INSTALL ICE WATER/ AIR BARRIER GUARDS. CTYP) 8"xR1/IN=1i (TYP) 12 12 FLASH AND COUNTER FLASH ALL EXTERIOR T.O• SIDE HIP ROOFS MATERIALS FOR WATER-TIGHT CONDITION (TYP) SCALE: 1 /411 = 1 /011 6" COPPER GUTTERS 4 LEADES OVER 12" COMP I2 FASCIA OVER VENTED SOFFITS. (TYP) rj f— - - - - - - - 5 AdEii 2 12" HI X 13" WIDE DECORATIVE IA BRACKETS AS SELECTED BY OWNER (TYP) L uJ KIN T.O. MASONRY WALLS T.O.FIN CLG' -ACRYLIC STUCCO FINISH _ t.0. WD_W t XOVER 2" POLY ISO FOAM _ DR RO. ANDERSEN 400 SERIES x-2"=1'`11 o ACRYLIC STUCCO FINISH OVER BASE COAT ON uJ (TYP) BEDROOM WIRE-MESH ON TYVEK WATER-BARRIER. "STORMWATCH" WINDOWS 4 GRAND STAN HA BEDROOM D00RS WITH LOW E4 SMARTSUN 6" CMU WALLS W/ *3 VERT 13'-5" x 12'-0" 19'_1" x I '-2" PROVIDE WEEP-HOLES, EXPANSION 4 CONTROL 0 AND HEATLOK (TYP) /_R-BAR �' 24" O.C., HORIZ CLG. el0'-m" DOUBLE-HEIGHT CLG. 13'-5" x 12''0" JOINTS AS REQUIRED BY MANUF. CTYP) 0 LADDER REINFOR S/ SEISMIC CLG• 10110'-m' I GOVT. FASCIA AND 6" MOLDINGS AROUND ® ® TIES EVERY 3 BLOCKS, EXTERIOR BACK TO ENTRY WALLS (TYP) S-TYPE MORTAR CTYP) low IF >= m /-MIN i I" FOAM INSUL, WATER/ uJ AIR BARRIER I J"xR-1/IN = CON.ROOF SLAB R-105 (TYP) 3 12 F' 1 12 3 ALUM.GUTTER,TYP. O. 2N FL SLAB r- - - - - - - . 4351 , • .° . ° . ' - • .. ;. CONE.BEAM,TYP. . . - — — SEE E.O.R.DOCS Alft TFIN CLG' — — — TO. WOW _ - - - - - - - - - - - - - - - - - - - 4' • DR R.O. 6" REINFORCED CMU WALLS � T UJ W/ 2" XPS INSULATION BOARD COLUMN, O. GA cl ON THE EXTERIOR 4 .3 STAIR HALL MUDROOM 0 _ DR R.O. METAL STUDS W/ R-15 BATT 19' I" x 19'-2" 1 in N INSUL ON THE INTERIOR DOUBL -HEIGHT CLG. CLG1611 GARAGE 1 0 GWB INTERIOR FIN (TYP) FF, ELEVATION= 315' 14'-0" x 20'-1011 GARAGE mlm'-1011 uJ 14'-0" x 210'-0" GF. ELEVATION = 30.0' ^*' MASTER BATH ,� CLG. 6110'-011 ' 18'4" x 10'-811 (A GF. ELEVATION= 31 CLASSICAL BALUSTERS uJ CLG. 10110'-m" AND RAILINGS MADE OF LIGHTWEIGHT CONCRETE,BY THE OWNER AM FL. 31.5' - - _ 4 FF. EL. 31.5' CONC.BEAM,TYP. GF. L. 310.0' Ll SEE E.O.R.-DOCS — — GF. EL- 30.0' °. _ - h - E UNI=INISN AS M NT IlfrI -� AVS GRAD AVG RADE - - ICdll 1111 1711711,1'1 JII "TIJ 11=11 IUII-III " 1=III=III=1!� =tll=1 =11111-- - t .�Qa dFN�_ �IIJII�� IAF =ItJ- VIII- h' �EL. 99 8 a�t •° _'I1 k�lll-iI"I._ll.� Lkl=IIII�n-IIa -II kI�7='I-I_I�I-I�1�1 I�I, 3�1H1�11�11�N�1'11 561x 41'-B" hI�� I J -F11-1I-IIA, PEit-Lbm.W-u2l y9n L.8b OR SLAB CL 1010 7 J .11 IITE T=111= -MIN REQD BASEMENT INSUL, 11-' 111u_1 - NYSECC TABLE 402.12: R-19 ' MI IF .11 1-1-11-�=II�III I -a�11=�-Ir�II!III=lI�-,lll LIi�IIlIIl 1,- 1 � TO 4' BELOW GRADE. RIGID INSULATION 2" POLY GiIBEAM,TVP. 0 `Ilr PROP R-105 CAVITY + R-IIIc ISO FOAM R-5.8/IN x 2"=R-Ilb MIN REQ'D S.O . INSULATION- E E_d.R.DOCS — PI U er Porch Level CI (TYP) (TY}�) NYSECC TABLE 402.12: • '� �`� PP B.O. STEP FTGSIN) POURED CONCRETE 11 ( FI R-10 TO 4' DEPTH. PROP I 1 - . 43.0' 4 rr R-11.6 TO MIN 5 BELOW -11- -- MIN I I" FOAM INSUL, WATER/ SLA FLR REINF W/ 10X110 GRADE (TYP) AIR BARRIER, I J"xR--i/IN = W.W.M ON 10 MIL POLY V.B. _ 1-, „ ll�i�I COLUMN TYP. R-105 (TYP) OVER2 RIGID INSUL OVER SEE E.O.R.DOCS =! ISI 6" GRAVEL BED (TYP) I Ian " 51'. EL. 21.5' CONC.SLABf, u III -[I_�11=III�u= -f11�1�J1- - 1-Ir'-ill�1 ° _ .C,-pr-lli � 1-',ll 11'I_- n I-=i�i .. ° - ,° °• .,, �-- - �9'I'ui uk�11-'111 i=tll ^�� .�L iiI�i=11 it �, I� - = J - ° I-III-V II IHI II-IIk711_I�HI 11 Illdh ILII II_i,_ Ill�il I I I 119 I I 111-I!1 II IF- 11=11 L-III-III-1 -11-I��I�II_I _I L• � � III IILIII�II-111-11 II III 111-111=III- �LIf-IILII III III �I <¢- I 11= _ - - -H - '-- ! -}{=i11-III 11•- -I{i=11t-+tt - 1-111�t=11 I+ tP •• �• � 11=11FIII I I alHl If-71 F711=11-III-IHI I I I�IIHII-III-allyl IF 11=11HI1 ° SII-III-{TI-{tall-I IHII�II I I I {II-IIH IHII�I I I��IIN II- II�I KIII� 'n k, a5 I I T.O. MAIN ROOF -FLASH AND COUNTER FLASH ALL EXTERIOR LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE MATERIALS FOR WATER-TIGHT CONDITION (TYP) ROOF OVER REINFORCED MASONRY SLAB ROOF- SEE E.O.R. DRAWINGS. INSTALL SCREENED MINREQV RIDGE VENTS m ALL ROOF PEAKS. INSTALL ICE / ECC T ROOF INSULATION- CLASSICAL BALUSTERS 5 12 � NYSECC TABLE 402.12:8-49. PROP. ARAURDEMAREST, RIA MIN 8'I FOAM INSUL W/ WATER/ AIR I CONCRETE,BW Y THE NERHTWEIGHT GUARDS. (TYP) BARRIER 8"xRVIN=R-56 (TYP) T.O. SIDE HIP ROOFS I CONCRETE,BY THE OWNER L.L.0 F1 6" COPPER!zUTTERS 4 LEApES OVER 12" COMP NEWEL PIER MADE OF LIGHTWEIGHT ARChiTECTS, _ FASCIA OVER VENTED SOFFITS. (TYP) 12 12 12 204 WAShiNGON STREET it1 12" HI X 13" WIDE DECORATIVE BRACKETS AS SELECTED BY 5 I �✓' I HAckETTSTOWN, NJ 07840 OWNER (TYP) TEL (908) 8 50.4494 _ TO.MASONRY WALLS _ _ — — — 4 ART@dEMARESTARChiTECTS.COM — % T.O. FIN CLG' I I 3 " METAL STUD INTERIOR A BRANCIi OffICE OF / -ACRYLIC STUCCO FINISH I / PARTITIONS W/ I" TYPE "X" � ACRYLIC STUCCO FINISH OVER BASE COAT ON SCIA�IA Bt DEMAREST ARCIiITECTSI LLC _ OVER 2 POLY ISO FOAM GWB_ EACH SID (TYP)_ R_ _ _ _ _ wIRE-MESH ON TYVEK WATER-BARRIE - - _Lower Porch Level - x = -ll�o PROVIDE WEEP-HOLES, EXPANSION 4 CONTROL § 31.0' ARCh ITECT ANDERSEN 400 SERIES (TYP) I I JOINTS AS REQUIRED BY MANUF. (TYP) "STORMWATCH" WINDOWS 4 I I BEDROOM 1u.1. cLi IL NEN W.I. CLOS BEDROOM DOORS WITH LOW E4 ( I IS'-I" x 14'-m" -6" 3,-7 6'-6" x Im'-0" 6'-6" x 3'-7 18'-1" x 14'-10" ARThUR DEMAREST -NY Lic#028 3 58 di = SMARTSUN AND HEATLOK 6" CMU WALLS W/ "3 VERT CLG. 610'-0" LG. 110' 0" CLG. 6110'-10" CLG. 1010'-0" CLG. elm'-0" '' F 0 �R-BAR 10 24" O.C., HORIZ I �" RObERT J SCIALIA, AIA 0 — LADDER REINFOR S/ SEISMIC GRADE DENISE PARkYN, PROJECT MANAGER TIES EVERY'3 BLOCKS, r.• a a M S-TYPE HORTAR (TYP) IMUM I • MIN I I" I OAtI-I INSUL, WATER/ 12 AIR 5,40RI�R, 1 J"xR--I/IN = R-10.5 CYP? CONC.STAIRS,SEE • '° _ .O 2Np FL SLA3 I SHEET S103 FF No, FIN CLG' Drawn By, 7.0 Footin ABD/ DP 21.0' --TO, WDW 4 - - - - - - - - — I —� — — — - FOUNDATIONAN� .�,.; ,� Scale, D R.O. EXTEND DINING ROOM I I I 3 �" METAL S UD INTERIOR FOOTING,SEE E.O.R.DOCS RAFTER O.N. AS REQ'D t0 o- . ° - O. GAR ALIGN FASCIA 4 TRIM W/ I I GWB EA NSI $11 CT PJ'X / AS NOTED F _ DR R.O. SURROUNDING ASSEMBLY Date, c� 0 (TYP) A I PINING ROOM MOOM PANTRY KITCHENm 61a REINFORCED CMU WALLS I / 6/2O/22 IS'-1" x 22'-0" 13.-allx 5 -5 131-011x 51-011 IV-P x 21 I — Typ BA [CONY ERename,I I CLG• 610 -m •• .=ln� /__W1 2" XPS INSULATION BOARD CLG. e10-0 CLG. 1010'-0" CLG. 1010'-0" \ c.f. ON THE EXTERIOR 4 3 " I I I DE[ENGOS iA METAL STUDS W/ R-15 BATT INSUL ON THE INTERIOR " I I \ SCA E: NONE Profecta FF. EL. 315' GWB INTERIOR FIN (TYP) I I FF. EL. 315' PROPOSEd NEW CONSTRUCTION fOR Th E: 4 El RESILIENCE •a .t t ' I I - . -II-II I II=II=I II-11=IIJ 1_111-I I- I I �I JI-•11711-I- I Itil L yl til tilti'IZ-1��7, ° - � 7 Si 1- GF. EL. 300' — I' III =IIIII�I IIFI 11=II-II1 =IIFII'=1 FIII 11 I II,In II 91 �L -1 1 105 CEdAR DRIVE SOUTH Ir--- - .•°.• I " a ,� IImLJiIm1111�h1 „ - I„1Ill111111k1„IIL�Ik31 1�JI611iTMASONRY COVERED POI��C �I II •° , IAYG GRADE 1 II 1 - {I{ R H wltH 1 c.rr,ll . �� EAST MARiON NY AVG�i lili ( sir EL. 29.8 W ST,,!,.7 ~,.-,C1:_, r =I'I I UNFINISHED BASEMENT -t I I I LIMESTONE PICTURE-FRAME BORDER �- - _ - _ - - EL. 298 -I1-11 i1-1 (TYP) - - - - - - - - - - - - - - - - - - - II-'lll II' -111 ul I I 511 x 4-I'-8" -_ X11 ' 1 Couivry of Suffolk MIN REQ'D BASEMENT INSUL, CLG. 108'-m" r1=1lkli"-; J L1 � G RDERS, RIDGEBEAMS, ETC. - 1 NAII 1111 � • _II610H, F I — E� lu NYSECC TABLE 402.12: R-19 i f -' JIM 1i _ TO 4' BELOW GRADE. I RIGID INSULATION 2" POLY li �- - - - -1 "'III S, RAFTERS,ETC. -11H a E =Ir PROP R-105 CAVITY + R-Ilio I ( ISO FOAM R-5 8/IN x 2"=R-116 MIN REQ D S.O.G. INSULATION- I _ _ JOIST 1�1= I Sheet, ==I= CI (TYP) (TYP) - ••I ' - �°• NYSECC TABLE 402.12: r I B.O. STEP FTGS 9:1 1]] II I 4" (MIN)POURED CONCRETE R-10 TO 4' DEPTH. PROP - • " " CROSS-SECTIONS r1i--I-'u MIN 1 " FOAM INSUL, WATER/ I SLAB FLR REINF W/ 10X110 R-lllo t0 MIN 5 BELOW -IIlI`u= GRADE (TYP) = I CROSSooSECTION "'1-11-11111 _ AIR BARRIER, I J"xR--I/IN = I W.W.M. ON lm MIL POLY YB• � 1r-lil a-� 1I I �- R-10.5 (TYP) I OVER 2" RIGID INSUL OVER ��- I Drawing No., TIJ1111 6" GRAVEL BED (TYP) BF. EL. 21.5' , 'T ••- 1 1 ill-ti-1 -I.-11�- _. - - ••-• - - - - - - - - - - -- - - - -u=u 1 'a �� -sl I�1=I- -'u -I 1-111- -I 1=1 r I� - - - I. 1 =J-111=1 -, I',� -- - - - = `IIL-II' I_I=1'ul _ _ - / - ulil-11 L�11 it I,-,pl,.iil.?1 L1 .=1 W u 1q,a-ru jl1,-11 I� klin Ii -L= - _ = li �' _ - - - I - Aoo 7 .,ISH'~ ��=111-111 -- IHII-II I IHII III-11 y�. •��y'�1 rI--IIIA-11„11-1�I ;SIF„1I kIlITIILII�I HIH1�lIl a fHll I� _ X11- 1II=11-iJ- I y1=111=11�~I' ��11��1H•� — — — — — — I -cAIE 1 /4 1 0 - � � ,',�' .�- 11 I II III-III -I III illilli�IL�IJII�II�I IIJI�1191F11 �l 'F� J • F*IRST F [OOR ECTRI C SCALE: 3/ 16 1 'Ill I Ie LU W �J IECT RIC ECONd 100 R ffF 0 mom >= SCALE. 3/ 16" = I 'll LLJ 0 n�o 1 ! ?- --------------------------------------------------------- -------- ------- ---- MASONARY PRE-FAB 4 ZERO CLEARANCE PRE-FAB AS MFG.BY HEATILATOR SUBSTITUTES TO BE CODE APPROVED. SCHEDULE of FREFA5 WOOF,)5UFN I G; FIEFLACE& 20" MIN. 20" MIN. SIZES SHOWN BELOW ARE UNITS AS MANIFACTURED BY "HEATILATOR" 2"X 4"OR 2'1 WOOD —2"MIN, STUDS AS INDICATED W/ONE LAYER OF'I FIRE APPROVED TRIPLE RATED 5/6"TH.GYPSUM WALL METAL FLUE SERIES MODE FIREBOX OPENING ROUGH FRAMING DIMENSIONS TYPE CHIMNEY SERIES eoARoeacHeioE WITH 2"CLEAR ALL WIDTH HEIGHT WIDTH HEIGHT DEPTH (DIAMETER) APPROVED TYPE AROUND.IB METAL INCOMBUSTIBLE VENT SPACERS 4 NON- 300 - 8" Ip 10-i/2" Op AIA THIMBLES!TYPICAL)AS COMBUSTIBLE FIRE LE LE 21 3/4" 10 3/4" 37 1/4" 44 /8" 22 I/2" HEAT CIRCULATING NEEDEDPPING AS STOPPING. SEE MANUFACTURER NEEDED. E SERIES E36 36" 20 1/2" 42" 40 1/4" 23 1/2" RADIANT 300 - 8" ID 10-1/2"OD DIA. EC SERIES EC3ro 36" 20 1/2" 42" 40 1/4" 23 1/2" HEAT CIRCULATING 300 - 8" ID 10-1/2"OD DIA. E SERIES E39 39" 20 1/2" 42" 40 1/4" 23 1/2" RADIANT 300 - 8" ID 10-1/2"OD DIA. 10'-0" MIN. FLUE EC SERIES EC39 39" 20 1/2" 42" 40 1/4" 23 1/2" HEAT CIRCULATING 300 - S" ID 10-IR"OD DIA. LAYOUT OF F L_U E E I}� � �l C L O S U RE FLAN E SERIES E42 42" 20 1/2" 48" 40 1/4" 23 1/2" RADIANT 300 -8" ID 10-1/2"OD DIA. Z Z EC SERIES EC42 42" 20 1/2" 48" 40 1/4" 23 1/2" HEAT CIRCULATING 300 - all IP 10-1/2"OD PIA. 8 0 ROOF RIDGE H SERIES HR36 36" 20 1/8' Be 5/S" 33" 19 3/4" RADIANT 300 - 8' ID 10-1/2' OD DIA ROOT RIDCIE H SERIES HC36 36" 20 1/8" 3155/8', 33" 19 3/4" HEAT CIRCULATING 300- 8' ID 10-1/2"OD DIA. CRICKET W/ ALUMINUM STEPPED FLASHING a TRADITIONAL T3600 36" 21" 45" 42" 25 1/2" RADIANT 300 - 8" ID 10-1/2"OP DIA. I I ASPHALTIC WP AS REQUIRED. TRADITIONAL T4200 42" 24" 52 1/2" 44 3/8" 21 3/4" RADIANT 400 - 10" ID 13"OD PIA. I I 5/8"THK GYP BOARD TYPE "X"FIRE TWIN HEAT DUCTS ABOVE RATED BOTH SIDES OF WOOD FRAMING Z '� TRADITIONAL T4800 46" 28" 581/5" 48 5/8" 30 5/8" RADIANT 400 - 10" ID 13" OD DIA. 2' A 2' E R WHEN WALLS ARE INTERIOR IQ U COMBUSTIBLE WOOD STUD cv U GOOF AFT J FRAMING WITH: THK ACCELERATOR A36C 36" 23 1/2" 431/2" 411/2" 23 " HEAT CIRCULATING 300 - 8" ID 10-1/2"OP PIA. BATT INSULATION ACCELERATO AI36" 23 1/2" 43 1/2" 411/2 23 " RADIANT 300 - 8" Ip 10-1/2"OD DIA. Li 1 1vm \ \ INSULATED FIREBOX UL LISTED 2" CLEAR. 2" CLEAR. CCELERATO A42C 42" 23 1/2" 451/2" 411/2" 23 " HEAT CIRCULATING 300 - 8" ID 10-1/2"OD DIA. w AGCELERATO A42R 42" 23 I/2" 49 I/2" 411/2" 2311 RADIANT 300 - 8" Ip 10-I/2"OD DIA. \ ALUM. STEP FLASHING S.STL AIR-COOLED Q R AS REQ'D 4 2 COATS CHIMNEY STACK ABOVE 0 O to OF ASPHALTIC W.P. O * FOR SIZES NOT SHOUJN, CALL AR FOR INFORMATION. OVER, HOT WATER AND O oZ FURNACE DUCT L Q L, 8"MIN TO COMBUSTIBLE - 12 6A6UE METAL STRIP 6" SEE SCHEDULE ABOVE WIDE ALL AROUND TRIM ALL AROUND CONSULT FOR SIZING FIREPLACE UNITS FRONT FACE MAX 3" FOR MATERIALS 4 INSULATION MASONRY HEARTH WIDTH. ON FIREPLACE FACE. (FLUSH OR RAISED). 2" C LEAR I I 2" LEAR ILTTIC LOO FLAN OF ZERO CLEARANCE EMWI liREfi L,4CE IN UJOOD CONSTRUCTION- Ui��'E� LEVEL SC� DI,IL� of�� C�,�� f i��C�S SIZES SHOWN BELOW ARE UNITS AS MANIFACTURED BY "HEATILATOR" II II SERIES MODEL FIREBOX OPENING ROUGH FRAMING DIMENSIONS TYPE CHIMNEY SERIES WIDTH VENT TYPE WIDTH HEIGHT DEPTH BTU/HR INPUT (DIAMETER) CALIBER GCDC4'0 36" DV 42 38 5/8 231/2" 32000 SEE MANUFACTURE CALIBER GC15C80 42" DV 48" 38 5/8" 231/2" 35000 do 5/8"T14K GYP BOARD TYPE "X"FIRE TWIN HEAT DUCTS ABOVE RATED BOTH SIDES OF WOOD FRAMING Z p CALIBER GCDCF"0 36" BV 42" 38 5/8" 23 1/2" 32000 do 1 WHEN WALLS ARE INTERIOR Q CALIBER GC5C80 42" BV 48" 38 5/8" 231/2" 35000 do - � COMBUSTIBLE WOOD STUD FRAMING WITH 3-1/2"THC BATT INSULATION. MAXUS MAX6997 36" DV 39" 381/8" 221/4" 40OW do INSULATED FIREBOX UL LISTED 2" CLEAR NOWS GNDC30 30" BV 35" 34 5/8" 1 19 5/8" 24000 do 2" EA 7 P. 2" LE > TYP. NOWS 6NpG33 33" BV 39" 36 5/8" 19 5/8" 25000 do W FINISHED SECOND FL. S.$7L AIR-COOLED p Qw NOVUS GNDC36 36" BV 42" 36 5/8" 19 5/8" 21,000 mat„25,000 Ip. do CHIMNEY STACK ABOVE tW'' L NOVUS REAR 6NRG33 33" RV 38" 36 3/4" 19 5/8" 25000 do HOT WATER AND Q Lu y FURNACE DUCT Q N NOWS REAR GNRC36 36" RV 41" 34 5/8" 19 5/8" 21000 nat.,25,000 Ip. do NOW$ GNBC30 30" BV 36" 36 5/8" 19 5/8" 25000 do 8 O COMBUSTIBLE 12 13AGUE METAL STRIP 6" NOVUS 13NBC33 33" BV 39" 36 5/8" 19 5/8" 25000 CIO SEE SCHEDULE ABOVE WIDE ALL AROUND NOVUS GNBC36 36" BV 42" 36 5/8" 19 5/8" 21,000 nat.,25,000 I.P. do TRIM ALL AROUND CONSULT FOR MATERIALS INSULATION FOR SIZING FIREPLACE UNITS FRONT FACE MAX 3" MASONRY HEARTH WIDTH.WIpTH. ON FIREPLACE FACE. (FLUSH OR RAISED). NOVUS HEATS GNDH310 30" DV 351/8', 36 3/4" 19 5/8" 25000 do I I SEE SCHEDULE ABOVE NOVUSHEATE GNDH33 33" DV 381/8" 363/4" 195/8" 25000 do 2" AIR SPACE ALL AROUND FLAN OF ZERO CLEARANCE NOVUS HEATS 6NDH36 36" DY 41 1/8" 36 3/4" 19 5/8" 25000 do SEE SCHEDULE A FIREFLACE IN W00D CONSTRUCTION LOUDER LEVEL NOVUS HEATS GNRH33 33" RV 38" 36 3/4" 19 5/8" 25000 do 2" AIR SPACE ALL OUND NOVUS HEATS C-I 36" RV 41" 36 3/4" 19 5/8" 21000 nat„25000 I.P. do V 43" 39 3/4" 24" 36000 do I I 2" !LEA ENEVA CsCsBG.s6 36" B SENEVA G35R36 36" BV 49" 393/4" 24" 36000 do FINI5PED FI1R5T FL. ENEVA G13BGi2 42" BV 41" 33" 23" 36000 do GENEVA GGBR42 42" BV 41" 33" 23" 38000 do GRADE 13136 341/811 15V 31" 34 3/4" 16" 25000 do GC150 34 1/4" DV 40 30 1/8 16 1/2 22,500 do _A I I=1� I=III III 11 11 b�=1 n " u I=1 I—I i —III III Nair-I 1I- S I I—III I I I III—I 6210 26 5/8" BV 29 3/4" 28 5/8" II 1/4" 16,500 do I=� 1 I I— I —T 11- �IIIIIIIII�II��II�'' SIMPLICITY SIM30 21" RV 29 1/2" 21 3/6" 151/9111 20000 nat.,18,500 Lp. do No: Revision: Date: INSERT G15125 25" BV 11 1/2" 20" 14" 11-22 nat.,15-22 I.p. do NOVUS INSERT NOV139P 311/8" DV 32" 22" 14" 300Mnat,21OW Ip. do NOTE: NO CHANGES ARE TO BE MADE TO THE BUILDING NOVUS INSERT NOVI3°i 31 3/8" DV 38" 24" 14" 35000 mat.,33000 I.p. do H WHICH DEVIATE FROM THESE GENERAL CONDITIONS, FUF�NAGE NEATER TECHNICAL NOTES, AND CONSTRUCTION DRAWINGS ELECTRIC 2600 26 1/4" N/A 26 1/4" 23 5/8" 121/4" 4,500 do WITHOUT PRIOR APPROVAL BY THE ARCHITECT. IF THE ELECTRIC 2150 126 1/4" N/A 26 1/4" 23 5/8" 12 1/4" 4,500 SEE MANUFACTURE CONTRACTORS OR OWNERS PROCEED WITH CHANGE BASEMENT SLAB WITHOUT PRIOR APPROVAL BY THE ARCHIT T TH W L FOR SIZES NOT SHOWN, CALL ARCHITECT FOR INFORMATION, DO SO AT THEIR OWN RISK, AND SUCH CH7 GES M Y LT —, REQUIRE REMOVAL. NOTA: 1-111111111�1111111111�11111�11111�1111�1= O 1 1, FW. 5 FOP,WOOF ANP GA5 FII; PLAa5 MAY P� W1"AI., PI;OVIP�P THY AI?� COPS APPPZOV�r', HAVE PI;OP�P, 5C'1. , INCH Mp A5(Pik MNUFACTIJQT,'5 OF ELEEVATICN. SPRE-FABRICATED H�A11N6 WUIPME:N1"MIN, 51 Z�5J PNP App IN5%AU P WI11d COPS APPPOV�P METAL SHELL W/ ARThUR D REST RA U�5, TACING5 ANP FR5fOPPING' MASONRY -_ I 2. GA5 FWN2 FIF'�f Aa5 MAY P UIQ M�f& FIT I IW,5 ANP MV PC ENCLOSURE & ARC ITECTS LlC� IN5f&[,�12 A5 PTIP,GA5 PTVIC� (GP5 065) MANUFACTUU,'5 51`�CIFICA110N5 ANP PREFABRICATED 204 WAShiNqTON STREET O.■ CLEARANCE HACkETTSTOWN� NEW JERSEY 07840 MU51"P� INSP�C1�P 6Y TOWNSHIP ICIALS, ■■ � 3, FLT5 FOP, V%fING FUPNAa5 PNP H01"WAV,H�At1;5 CAN P� MFfA., FIREPLACES, PRONE: (908) 850-4494 PI?OVIP�P fH- Y/V,F COPS APPI;OWP, HAVE PI;OP�k 5QLMI INCH AMA5 C PSP CHIMNEYS AND ART@dEMARESTARCh iTECTS.COM MANUFAC11 IV, OF H�A11NG WUIPNEN1"MIN, 51Z�5,) ANP AI?� IWAAI P WITH FLUE DETAILS A DIVISION OF SCiAIIA & DEMAREST COPS ArFF\OV� TACING5 AN12 FIP\�51"OFPIN6 5IMLAP 1"0 MF1"AL FW. 5 FOP, ARChiTECTS, L.L.C. �Ip�PI.P,C�S, ARCh ITECT Date: 1/1/03 Dwe. No. Scale: AS SHOWINARThUR DEMAREST.- ® N.Y. LICENSE #028358 REV.e/5/00 Drawn By: - of 1 � I WATER HEATER P I P I NCS DETAIL CONTINUOUS RIDGE EC— IND DETAILS : FIRE RES I STANGE ASSEMBLIES VENT AS REQUIRED. RIDGE BEAM (1) 2" X 12" VACUUM BREAKER THE INFORMATION OF THE FIRE RE515TANGE ASSEMBLIES BELOW BALL VALVE II G•WNeBATF R1DeEVENT ELEGTRIGAL KEY: HAVE BEEN RE50URGED FROM THE FIRE RES I STANCE DE51 ON ULULATION`WHERE CATHEDRAL 61-6.) MANUAL, AS PUBL I SHED BY THE GYPSUM A55OG I ATI ON, 1605 I" H.W. UNION PRESSURE FIREPROOF GEDAR ROOFING SHINGLES W/I5"FELT PAPER 12" CODE NOTES I=OC RECESSED LIGHT FIXTURE TEMPERATURE EACH COUR5E OORI N6TON AVENUE, EVAN5TON, I LL I N015 60201. 1•X6"FURRING MEGI--I,4NIC,4L, ELECTiRIC,4L, RECE55ED ADJU5TABLE LIGHT FIXTURE RELIEF VALVE STA66ERED FULL COVERAGE IGE 4#240 ASPHALT SHINGLES (MIN) OIR OTHER PITCH FL"UME3INCi 4 FIRE S SURFACE MOUNT LIGHT FIXTURE 5YSTEM DE5GRIPTION SKETCH AND DESIGN DATA GAS/ELEGTRIG —TO FLOOR DRAIN \ PLYWOODNR AS REQUIRED. SEE ARCHITECTURAL DWIGS. VARIES HOT WATER \ PROTECTION l.UOizK ' ACTIVATED LIGHT FIXTURE y� A WALLS AND INTERIOR PARTITIONS, WOOD FRAME m PROVIDE 2"AIR #15 FELT WITH 6, OVERLAP (MIN). 5PAGE ALL MECHANICAL, ELECTRICAL, PLUMBING 8 FIRE VAPOR-PROOF LIGHT FIXTURE 2"X12"RAFTER5 a 2"X(o" COLLAR TIES a 1/3 DOWN P THE SPAN OF THE RAFTERS, 1611 PROTECTION WORK TO BE INSTALLED BY GYPSUM WALLBOARD, WALL STUD5 6"O.G. 5/8"PLYWOOD 5/0" PLYWOOD SHEATHING (EXT.) MIN. LICENSED CONTRACTORS. SLAB ROOF 5HEATHINC, O.G. MIN. SPACING GONTRAVTORS TO PROVIDE ALL NECE65ARY PG PULL CHAIN LIGHT FIXTURE ONE LAYER Sib•TYPE X PLAIN OR OR VENEER ASE APP WALLBOARD, RAFTERS � 16" O.C. NOTCHED OVER WATER RESISTANCE BAGKERBOARD OR VENEER BASE APPLIED PARALLEL ENGINEERING TO MEET ALL APPLICABLE CODES_ WP 3605 WITH OR AT RIGHT AN6LE5 TO EACH 51DE OF 2 X 4 MOD STUDS 16'O.G.W/ THICKNESS: 4-718" WOOD SHAKE ROOF DETAIL 2X4 WALLS AS SPECIFIED. 1-7/8'LONG,0.0915'SHANK,1/4"HOADS,7"O.G.JOINTS OF SQUARE EDGE, PLUMBING AND GAS PIPING SIZES FOR CATHEDRAL AND NON CATHEDRAL GEILIN65 2" MIN. AIR SPACE FOR ATTIC �— WALL 5GONGE L16HT FIXTURE BEVEL EDGE OR PREDECORATED WALLBOARD MAY BE LEFT EXPOSED. APPROX WEIGHT: 7 PSI I - HOUR 5TAGGER JOINTS EACH SIDE.(LOAD BEARING) FIRE TEST.UL RON-4,6,6-17,-52 I. ALL PLUMBING PIPE SIZES TO BE DONE AND ROOF VENTILATION. DE516N U305 ICE SHIELD 13'0" WIDE MIN. OVER X0/12 PITCH --Q EXTERIOR FLOOD L16HT FIXTURE R27n-39,1-20-66 A6GORDIN6 TO STANDARD PLUMBING CODE X0'0" WIDE MIN. UNDER 6112 PITCH). R-38 BATT INSULATION (MIN). R3501-52,5-15-66 FULL COVERAGE OVER GATN. CLGS. (2) 2" X 8" STRONG BAG ULC-DE516N W301 2° ALL GAS PIPING TO BE SIZED AGCORDING PENDANT-MOUNT FLOOR L16HT FIXTURE SOUND TEST. OR 64-5,2-4-64 TO NATIONAL OAS CODE AND B.O.G.A. MECHANICAL CODE ALUMINUM GUTTER S WALLS AND EXTERIOR PARTITIONS, WOOD FRAME ALL WORK RELATIN6 TO THESE TRADES TO BE FLUORESCENT LIGHT FIXTURE 5/4" FASCIA AS SPECIFIED- \I(2) 2"X4"-C" TOP PLATE GYPSUM WALL BOARD, GYPSUM SHEATHINC7, WOOD STUDS DONE AGGORDIN6 TO ALL APPLICABLE CODES. I SPECIAL NOTE: IN ORDER TO PREVENT UNDER CABINET TASK LIGHT FIXTURE (2) 2"X12" HEADER OVER ALL CEILING JOISTS Ido" O.G, W/ 5/ 1'X3" FREEZING OF PLUMBING LINES AND PLUMBING EXTERIOR SIDE. ONE LAYER 5/8"TYPE "X" GYPSUM FIRE SIDE FASTENER SCHEDULE FOR STRUCTURAL MEMBERS HEAT ALARM HARD-WIRED W/BATTERY BACK-UP SHEATHIN6,48" WIDE,APLIED PARALLEL TO STUDS NUMBER AND TYPE OF OPENINGS, IN BEARING WALLS GROSS BRIDGING AT MIDSPAN.I WITH GAVANIZED ROOF NAIL5, 1 3/4" LONG,0.120" ITEM DESCRIPTION OF BUILDING ELEMENTS FASTENER"e` SPACING OF FASTENERS CONTINUOUS ALUMINUM SCREENED VENT I FIXTURES, SPECIAL CARE IS TO BE TAKEN WHEN WP 8105 EXCEPT WHERE NOTED OTHERWISE. INSTALLING PLUMBING LINES. INSULATE AND SHANK,-7/I6" OR 1/2" HEADS,T' O.G. IN FIELD,4" HEAT AND VENTILATE ALL AREAS WHERE BATHS, SMOKE,FIRE ALARM, INTERCONNECTED, O.G.PERIMETER. JOINT5 OF 6YP5UM 5HEAT•HIN6 THICKNE55:4-3/4" Roof I/4" GDX PLYWOOD SOFFIT. I I MAY BE LEFT UNTREATED. WALLBOARD AND APPROX.1•06HT 7 P5F 1 " „ 1/2" GYPSUM BOARD GENERAL NOTE: TOILETS OR OTHER SPACES CONTAING I - HOUR 1 Blocking between Joists or rafters w top plate,toe nail 3-8d (2/, x 0.113 ) — PLUMBING ARE INSTALLED "ADJACENT TO" OR HARD-WIRED,W/BATTERY BACK-UP SHEATHING NAILED TO TOP AND BOTTOM PLATES FIRE TEST: SEE WP 3510 WALLS AND GEILING. ATT' O.G. INSULATION'SEE P6.6 SEG.10.1. „ 5/4" FREIZE A:� SPECIFIED. PROVIDE FIRE STOPPING 6 I I "OVER" UNHEATED SPACES. 2 Ceiling joists to plate toe nail 3-8d(21/,"x(1.113 ) — OR DRAFT STOPPING FOR I_ ALL INSULATION IS TO BE INSTALLED SO THAT �-IVL COMBINATION HEAT VENT A/0 L16HT FIXTURE INTERIOR SIDE: ONE LAYER 5/6" "X" TYPE 6YP5UM 3 Ceiling joist~not attached w parallel rafter,laps over partitions, BASE BOARD TYPICAL ALL CONSEALED PLACES WALLBOARD OR WATER RESISTANT BOARD OR face nail 3-16d — IN FLOOR AND CEILING FOR THE INSULATION PROTECTS THE PLUMBING LINES VENEER 5A5E APPLIED PARALLEL WITi-I OR RIGHT 2" X 4"-G" WOOD STUDS a 16" O.G. FINISHED FLOOR I I AND POSSIBLE DRAFTS HAVE BEEN SEALED ® EXHAU5T FAN ANGLES TO 2"X4" WOOD STUDS WITH 5d COATED 4 Collar tie rafter,face nail or 1'/"X 20 gage ridge strap 3-1 Od(3"x 0.128") — EACH 500 SQ. FT. SPACE. OFF. NAILS 1 7/8"LONG,0.04115" SHANK, 1/4" HEADS T' 3/4" T 4G PLYWOOD SUB- 2. ALL PLUMBING LINES ARE TO BE INSTALLED " O.C.(LOAD-BEARING). 5 Rafter to late,we nail 2-16d(3'/,"x 0.135") — 1/2" PLYWOOD SHEATHING. FLOOR (GLUED 8 SCREWED,) I IN A OPEN SPACE"' ON THE WARTM SIDE OF THE DENOTES LOW VOLTAGE FIXTURE Roof rafters to ridge,valley or hiprafters: INSULATION. 6 we nail 4-16d(3'/,"x 0.135") — DUPONT TYVEk: HOUSEWRAP W/ C" OVERLAPS (MIN). 3• THE OPEN SPACE CONTAINING THE PLUMBING ILLUMINATED EXIT 516N5 FLOOR-GE I L I NC, ASSEMBLIES, WOOD FRAMES face nail 3-16d(3'/,"x 0.135 ) — LINES IS TO BE HEATED AND VENTILATED WITH Wail SIDING AS PER SPECIFIED, ALT. STONE OR FLOOR JOISTS a 16" O.C. W/ 5/ "�3° WARM AIR. WOOD JOISTS,GYPSUM WALLBOARD �� (2) 2"X4"-6" TOP PLATE CROSS BRIDGING (1) ROW MIN- A MID- 4. ALL PLUMBING LINES THAT PASS THROUGH ILLUMINATED EXIT 516N5 W/BATTERY PACK FG 5420 7 Built-up corner studs 1(kl(3"x0 128") 24'o.c. BRICK VENEER. S/8"TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT SPAN. FOR SPANS OF leo' OR M� E ADD UNHEATED SPACES ARE TO BE INSULATED ("SEE TRICKLE CHARGE EMERGENCY LIGHTS AN5LE5 TO 2 X 10 WOOD JOISTS I6"O.G.WITH 60 COATED NAILS I-7/8"LONG, 8 Built-up header,two pieces with 1/,"spacer l6d(3'/,"x 0.135^) 16"ox.along each edge 1/2" GYPSUM BOARD OVERHANG DETAIL BELOW"). I - HOUR 00915'SHANK,1/4'OR,HERDS,b"O.G.JOISTS SUPPORTING I'NOMINAL WOOD SUB I " (1) MORE ROW. AND FINISH FLOOR,OR 19(32"PLYWOOD FINISHED FLOOR WITH LONG ED6E5 9 Continued header,two pieces 16d 3/, X 0.135" 16"o.c.along each edge R-15 BATT INSULATION, P ( ) g g WALLS AND CEILING. 5. THE H.V.A.C. SYSTEM IS TO BE INSTALLED SO TRICKLE CHARGE EMERGENCY LIGHTS RATIN6 T a 6 AND 15/32'INTERIOR PLYWOOD WITH EXTERIOR 6LUE SUBFLOOR PER- UNLESS OTHERWISE 3" PVC PIPE UP THRU I I THAT HEAT IS TRANSMITTED TO THE FLOOR. PENDIGULAR WITH JOINTS srA66ERED. APPDX.GEILIN65 I^E16HT 2-1/2 P5F 1(l Continuous header to stud,we nail 4 8d(2'h"x 0.113") — 2-2"X12" MIN. HEADER ABOVE DUCTWORK IS TO BE INSTALLED UNDER THE FIRE TEST:UL q-.2F-3501-5,11,1-15,523' 5 GALLED FOR ON ROOF FOR RADON. R1319-2,3,b-5-52 11 Double studs,face nail I(hl(3"x 0.128") 24"o.c. WINDOW OR DOOR OPENINGS. ARCHITECTURAL PLANS I FLOOR ON THE WARM SIDE OF THE INSULATION. SWITCH OUTLETS: I HOUR FIRE RATING NOTE FOR GARAGE GEILIN65 USEIN6 TJ.I. TYPE JOIST: DE516N L 501 ULG DE516N M500 12 Double top plates,face nail 1 Oil(3'x 0.128") 24"o.c. SEE ARCHITECTURAL DRAWINGS PROVIDE FIRE STOPPING RADIATION OR GRILLES AND REGISTERS ARE PROVIDE - I ADDITIONAL LAYER OF 5/8" X GYPSUM BOARD FOR T J.I. SOUND TEST,SEE FG 5410 Double to later,minimum 48-inch offset of end'Dint~, 1 - AT MID SPAN FOR 8' HI CEILI S. TO BE INSTALLED SO THAT THE FLOOR IS KEPT SINGLE POST SWITCH TIG a TEST:32(bb0 a P) 13 PP 1 8-16d(3'/,"x(1.135") FOR ADDITIONAL INFO. AND FOR WARM, TYPE J015T5 TO PROVIDE REQUIRED FIRE RATING. NOG 5032,7-w-66 face nail in lapped area — HEADERS OVER &'-0" SPANS. 2 - AT 3RD POINTS OR SPAN THREE WAY SWITCH 14 Sole plate to joist or blocking,face nail 16d(3'/,"x 0.135") 16"o.c. 2"X4"-Co" SOLE PLATE. FOR 9' OR HIGHER GE IL INGS� FLOOR-GE I L I NCS ASSEMBLIES US I NCS 15 Sole late to joist or blocking at braced wall panels 3-16d(311,"x(1.135") 16"o.c. (2) 2"X4" SILL PLATE UNDER WINDOWS- PBL 2"Xro" WOLMANIZED SILLPLATE. FINISHED FLOOR OVER 3/4" TS $4 FOUR WAY SWITGH PLYWOOD SUB FLOOR SGREWI 1 T.J.I . TYPE JOISTS. O TRUSSES. 3-8d(21/,"x0.113') — 16 Stud to sole plate,we nail or - Z 4 GLUED TO FLOOR JOISTS. IN SITUATIONS WITH HIGH WATERTABLE OR K KEY OPERATED SWITGH Cq I MOISTURE IN SOIL. INSTALL FOUNDATION WALL 2-16d 31/,0 x 0.135'7 — GYPSUM BOARD,PARALLEL CHORD WOOD TRUSSES 17 To or sole late w stud,end mail 2-16d ' MATT DRAIN TOUGH AND DRY FROM GRADE TO DIMMER SWITGH 6A FILE NO. GEILIN65: TWO LAYERS OF 1/2"TYPE x 6YPSUM WALLBOARD OR VENEER P P (3/,"x 0.135") — BOX BEAM / RIM JOIST I PIPE DRAIN. FG 5512 BASE APPLIED PERPENDICULAR TO TRUSSES.BASE LAYERED JOINTS � 18 To plates,laps at comes and intersections,face nail 2-1Od(3"X 0.128 ) — TERMITE SHIELD (OPTIONAL). sTA6c-,EKED 24"AND ALL FACE LAYER JOINTS OFFSET 24•FROM THE 1" THICK FOUNDATION RIGID INSULATION WATER-PROOF SWITGH PROPRIETARY JOINTS OF THE BASE LAYER.BASE LAYER ATTACHED WITH 1-7/8"TYPE s WP " 2-8d(211,"x(1.113'7 FLOOR JOISTS a 1C O.G. W/ ,,11�4 4�LL� X3 DRYWALL SCREWS I2"O.G.IN ADDITION,I-1/z'TYPE 6 vRYWALL SCREWS 19 1 brace to each stud and plate,face nailV/4" — \ \/ \ I GROSS BRIDGING AT MIDSP /\�/ /\�/\\X\�.`� GRADE ,} SPACED 12'O.G.ARE PLACED 3"BACK FROM EACH SIDE OF FACE LAYER I HOUR FIRE 2 staples — GRADE 0" BLOCK ABOVE GRADE- �.j /\/ /\ `TI) LOW VOLTAGE SWITGH 'b1 APPDX.CEILING WEIGHT 4 P5F I " SEE ARGHITEGTURAL DRAWI S. / // / 2-8d 2/ x0.113 — \ / PROV SOLID ! I /\\/\\\�X 311 P-V-G. SOLID PIPE CONNECTION, L TRUSSES: CHORD AND NEB MIEMBER5 ARE FABRICATED FROM 2 X 4 LUMBER FIRE TEST. UL R9500-1/BONK 15492.2-2- 1 20 1"X 6"sheathing to each bearing,face nail ( , REGEPTAGLE OUTLETS: WITH 20 6AU6E STEEL CONNECTOR PLATES THAT HAVE A MINIMUM TOOTH UL R2717-61.8-18-87 2 Staples 11/4" — 1/2"X18" ANCHOR BOLTS &'-0" O.C. OR 20 /\//\\//\\// 12" BLOCK e TRANSITION TO 0" I b \ LENGTH OF sob•.PLATE DE516N VALUES SHALL BE BASED UPON A SAFETY DESIGN L528 //\//\//\ BUILT-UP BEAM SEE PLANS F R //\//I GAP- FACTOR OF 4.TRU55E5 ARE SPACED A MAXIMUM OF 24"OX;.AND HAVE A 21 l"x 8'sheathing to each bearing. 2-8d(2'/,"x 0.113'7 g b,face nail T , GALVANIZED :iTRAPS C'-0" O.G. PER / / / FOR REQ'D RADON 8 RODENT I \ \ MINIMUM DEPTH OF 12". _ SIZING. / � � SINGLE REGEPTAGLE 110 OUTLET 3 staples 1 /4' WALL) BOLTS EMBEDDED- %/\\%/\\%/\\ I //j/// RADON REQUIREMENTS "OPTIONAL" FLOORIN6: 15/32"T a 6 PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ry " " , " " 15" (MIN) INTO SOLID CONC. - FILLED \\�\\/\ DAM j\\/� 1.) 6 MIL. POLYETHELENE 12" MIN- OVERLAP. AN&LE5 TO TOP OF TRUSSES WITH bD COMMON NAILS 6•O.G.END JOINTS of - 22 Wider than 1 x 8 sheathingto each bearing,face nail 3-8d(2/ x(1.113 ) — BLOCK CORES. (TYP) 12" BLOCK BELOW GRADE I # 0 DUPLEX REGEPTAGLE 110 OUTLET PLYWOOD TO OCCUR ON TOP CHORD AND ARE TO BE STAGGERED 48". ALT.-MAN IF.JOISTS 4 staples 1T/4' — \\ \\ \\ TT 2-) 4 STONE 4, 1 GLEAN STONE (MIN), DURO WALL EVERY 2ND COURSE. 4" LALLY COL. W/ TOP BO IOM \//\/ 3,) 3" P.V.G. VENT PIPE "T" I FOR EACH 1500 Floor ALTERNATE BRICK LEDGE, OFFSET EDN. ,\\ \\ \ STEEL BEARING PLATES- /\\j TRIPLEX REGEPTAGLE TIO OUTLET , „ / 23 Joist to sill or =Tide(,we nail 3-8d(2/, x(1.113") WALL 4" AS NEGESSARY- /\\/\\/ I \/\\' OF SLAB- WOOD TRU55E5,GYPSUM WALLBOARD b 4.) SEAL ALL JOINTS IN THE SLAB WITH NON- -� 6A FILE NO. 2-8d 2'/,"x0.113" — \ QUADRUPLEX REGEPTAGLE 110 OUTLET s/8'PROPRIETARY TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED 24 1 x 6 subfloor or less to each`oist,face nail ( ) 3/8 TH'K CEMENT PARGING 2 GOATS ASPHALTIC j//\\/\ I /\\/� FG 5515 AT RIGHT ANGLES TO STEEL RIRRIN6 CHANNEL WITH I'TYPE 5 DRYWALL 5GREW5 - 2 staples P/4' — CRACKING SEALANT. (o MIL VINYL VAP. BARRIER. SEE DET I BELOW SPACED 12'O.G.AND LOCATED A MINIMUM OF I-I/2"FROM I326E5 AND END JOI MOISTURE PROOF. CEMENT COVE. \ X PROPRIETARY WALLBOARD END JOINTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS a 25 2"subfloorto joist or girder,blind and face nail 2-16d 3'A"X 0.135" I _ // // 5.) SEE SUB-CODE OFFICIALS FOR HAND-OUT -© DUPLEX REGEPTAGLE OUTLET ATTACHED To ADDITIONAL PIECES OF CHANNEL 54•LONG WITH 5GR5,b I g ( ) — 4" GONTIN, PERIMETER FOOTING DRAIN. ,s�oo°oo °° og_ °. ° °° ° °°_ °° �o °°_ °°_ °° ° °_ °°_°° °. ° ° o ° CN.J. REG.). SPACED 12.O-G.ARE PLACED 3'BACK FROM EACH 51DE OF FACE LAYER AT 1 HOUR FIRE 26 Rim Dist to to late,we nail(r[x,f applications also) 8d(21/,"X O.1 13") 6"o.c. 12 GRAVEL SURROUND. °°° °° °°°°° /\\��\\X�X\�� ° n\rf\\/\\�/\�*/\\�/ �� ° °°° O (.o.) LABEL STACK AS REQUIRED "RADON" -eGF1 6FI REGEPTAGLE OUTLET 12'O.C.CONTINUOUS FURRING CHANNELS SPACED 24•O.C.AND SECURED WITH APPDX.CEILING WEIGHT: 3 P5F " ° °°' pO° /\/� \/ \% / DOUBLE STRAND OF 18 GAUGE GALVANIZED STEEL WIRE 48'O.G.PERPENDICULAR FIRE TEST:UL R9500-1/80NK 154412.2-2-11 27 2"planks(plank&beam-floor&roof) 2-16d(31/"x 0.135") at each bearing ° ° ��//��//\/ u I /i \ x. TO 12"DEEP PARALLEL CHORD MOOD TRUSSE5 24"O.G.SUPPORTING 3/4" °o // � UL R2-11-T-61.8-1e-87 4 CONCRETE 5— B-ON 4 C RAv_F� ,\ . \ \ NOMINAL INTERIOR PLYYVOOD W/EXTERIOR GLUE,r a 6 ED6E5,PERPENDICULAR DE516N L525 Nail each layer as follows: ON FIRM SOIL BASE, //j %// ��,A„, ,�i /\/\ �WP WATERPROOF REGEPTAGLE OUTLET TO TRUSSES,JOINTS STA6,5ERED 4'WITH CONSTRUCTION ADHESIVE AND 6D RING " y SHANK NAIL5 12'O.G.ADHESIVE APPLIED TO EACH TOP CHORD AND 6ROOVED 28 Built-up =irders and beams,2-inch lumber layers I NJ[ 3"x 0 128" 32 o.c.at top and bottom and 24" WIDE X 12" DEEP POURED GONE FTG. 3000 PSI CONC. 4" DIAMETER CONTINUOUS PERFERATED EDGES OF PLYWOOD.CONSULT 6YP5UM BOARD MANUFACTURER FOR TRUI55 b y ( ) staggered.Two nails at ends INTERIOR FTG DRAIN AND RADON -eR RANGE OUTLET DETAILS. MIN. ON FIRM SOIL UNDISTURBED (FOOTINGS MAY and at each splice. REQUIRE RE-BAR IF SOIL CONDITIONS DO NOT 2 1_ II EXHAUST PIPE- WO WHIRLPOOL TUB OUTLET THE GELOTEX CORP. 5/5'FI-ROK PLUS - 29 Ledger strip supporting joists or rafter 3-16d(3'/,"x(1.135") At each joist or rafter DOMTAR GYPSUM 5/8'6YPROG FIREGUARD G MEET DESIGN LOAD CAPACITY OF 2 TONS PER SQ. FT. 6EOROIA-PACIFIG 5/8'FIRE5TOP,TYPE G SEE ARCHITECTURAL DWGS. FOR MORE INFO. FLOOR 51N6LE REGEPTAGLE OUTLET TEMPLE-INLAND FOREST PRODUGT5 CORP. 5/8'w5/8'FIRE-RATED 'T" ALT.-MANUF.JOISTS SPACING OF FASTENERS I L 5 UNITED STATES GYPSUM COMPANY 5/8"SHEETROGK BRAND GYPSUM GENEF�,�AL 5FECIFIGATION5 PANELS,FIREGODE G GORE Intermediate FLOOR DUPLEX REGEPTAGLE OUTLET DESCRIPTION OF BUILDING Edges. SuppOrtso,e SIGNALING OUTLETS: REM MATERIALS DESCRIPTION OFFASTENERa`'° (inehesp (inches} CONCRETE TOPPING WOOD TRU55E5,6YPSUM WALLBOARD Wood structural panels,subfloor„roof and interior wall sheathing to framing and particleboard wall sheathing to framing OVER BACK-UP ROD HIGH FL A T E KNEE WALLS 4 G U RE3 DETAILS 6A FILE NO. 5/8•PROPRIETARY TYPE X 6YP5UM MAU-BOARD OR VENEER BASE APPLIED / a TELEPHONE FG 5517 AT RIGHT ANGLE-5 TO 12"DEEP PARALLEL CHORD WOOD TRIES 24'O.G.WITH 30 3/14 I/" 6d common(2"X 0.113")nail(subfloor wall)1 F IF LESS THAN e", PROVIDE METAL TERMITE PROPRIETARY 1-7/8'TYPE 5 DRYWALL SGRFJNS SPACED 8"O.G.To TRUSSES AND TO 2 X 4 e 8d common(2'/,"x 0.131'7 nail(roof) 6 12 BACK-UP ROD OUSE SHIELD. WOOD BLOCKING INSTALLED BETWEEN TRUSSES,CENTERED BEHIND 6YP5UN1 ADHESIVE a JOINT EXT. N EXTERIOR TELEPHONE BOARD EDCC5 AND SECURED AT EACH END TO THE TRUSSES BY NAIL ATTAGI4ED FIN. FLR 1 HOUR FIRE TIGHTNESS-) WALL (2)2"x P.T.WOOD SILL 18 GAUGE Z-SHAPED STEEL CLIPS.FLOORING OF NOMINAL 5/8' INTERIOR 31 511 JV_I/2" 6d common(2"x 0.113")nail(subfloor,wall) 6 129 TO INSURE WATER FJ j� $T USE COATED NAILS. PLYWOOD WITH EXTERIOR,T a 6 E06E5,PERPENDICULAR TO TRl>SSE5,JOINTS APPDX.GEILIN6 WE16HT: 2-1/2 P5F 8d common(2'/,"x 0.131")nail(roof)' Sfi�E C 1,4L FOUNDATION NOTE ® FLOOR TELEPHONE 5TA66ERED 4",SECURED WITH CONSTRUCTION AP E51VE AND 60 SMOOTH SHANK FIRE TEST.FM FGIO-I HOUR METHOD A Z NAILS 12"O.G.IN FIELD AND 6'O.G.ALONG ENDS.ADHESIVE APPLIED TO EACH 2-17-88 32 191 " 1" Rd common nail 21/" S GRADE TOP CHORD AND 6ROOVED ED6E5 OF PLYWOOD.CONSULT 6YP5UM BOARD 32 ( x 0.t 31'7 6 12 N IF BACK FILL EXCEEDS 5 FT. DEPTH, 12" -�- TELEVISION MANUFAGTURER5 FOR TRI({ DETAILS. DESIGN FG-442 III—III—III IR"D x I6•LG.GALv. WATERPROOF I_—III—III—III COD ERFROrL ESR Z" THK. GONG. BLK. MUST BE USED UP TO PROPRIETARY GYPSUM BOARD r 33 11Js"_I I/4M l Od common(3 x 0.148'7 nail or 6 12 CONCRETE SLAB- — - - CORNER WOOD PLATE HEIGHT. (STEP DOWN TO 8" - 8d(2'/,"x 0.131'7 deformed nail PREMOUL.D � 2"x 4"KEYWAY © ELECTRIC DOOR OPENER NATIONAL GYPSUM COMPANY sib"GOLD BOND FIRE-SHIELD 6 -111=1 I I—III_ n"TW CONC.BLK-SEE GONG. BLK. ABOVE GRADE 15 NOT 6YP5JH WALLBOARD ALT.-MANUF.JOISTS SCHEDULE FILL ALL CELLS Other wall sheathing" EXPAN. JOINT Q 1= — - W/PEA GRAVEL CONC Q CEMENT COVE PERMITTED. /, stmc4ural cellulosic /,'galvanized roofing nail, I crown or 1 FILLER. Q d Q I —III—III- �_ © GRIME ] it I " 7 „crown 11=_ REINFORCMG SCHEDULE 34 g` b I6 3 6 == r.,IGH WALLS K•46" IF DEPTH OF WALL EXCEEDS 6'-0" OF GYPSUM WALLBOARD ALr.sT�LALLY g crownstaple 16 ga.,11/,r"long 0 . fiberboard sheathing I_—III=1 THIGHWALLS X5.40• UNBALANCED FILL. FILL BLOCK VOIDS Q THERMOSTAT 6A FILE NO. OC. BASE LAYER I/2"GYPSUM WALLBOARD OR VENEER BASE TIED TO HIO X 4q �{ S " 7 I I —III e'HIGH WALLS .32° GM 1100 COLUMN WITH 18 6AU6E HIR I5"O.G.FACE LAYER 1/2'6YP5UM WALLBOARD OR v /, structural cellulosic 1'/,'galvanized rcxrfing nail, /16 crown or 1 3 6 4•0.PERF.PERIMETER _ _ cc. EVERY 48 O.C. WITH CONCRETE AND 1- 35 DRAIN PIPE ENCAPULATED 1-1 9'HIGH WALLS =6•I6• 11 — PROPRIETARY VENEER BASE APPLIED WITH LAMINATING COMPOUND OVER ENTIRE fiberboard sheathing crown staple 16 ga.,]'/,"long W/CRUSHED STONE AND —1 1= I I DL. 5/8 DIA. RE-BAR. O INTERCOM CONTACT SURFACE. FILTER FABRIC DWLS_TO MATCH VERT. CONCRETE FOOTING I I= 1= c RE,NF, I HOUR FIRE 36 ,"gypsmn sheathing 1'/;galvanized roofing nail;staple galvanized, 7 7 VAPOR BARRIER e BSMT, SLA - Q PUSH BUTTON °°° a•TTGc POURED coNc. FIRE TEST.NB5 303 7-3-52 11/,"long;]1/4 screws,Type W or 5 ° SPECIAL FOUNDATION NOTE: W.WM.I"FROM T.0.5.ON r, IF BACKFILL EXCEEDS 5 FT.DEPTH,12' S " 1'14 glevanized roofing nail;slap]a galvanized, aA _ HIL.VAPOR BARRIER CO NC, BLK MUST BE USED UP TO WOOD 37 /N gypsum sheathing 7 7 — I-1 — 1 6'COMPACTED GRAVEL PLATE HEIGHT.(STEP DOWN TO S"CONC. _ _ 15/"long;151,1"screws,Type W or S BLK ABOVE GRADE 19 NOT PERMITTED/ = = I=11 BASE 5/8" PLYWOOD 5HEATHIN6 ON STEEL FRAME,GYPSUM WALLBOARD IF DEPTH OF WALL EXCEEDS 6 FT.OF 2-E CONT. .POURED IN 24" LNBALANCED FILL,FILL BLOCK VOIDS RAFTERS,AS SPECIFIED G NO. Wood structural panels,combination subfloor underlayment to framing WIDE x Ir'OF.POURED 2 LAYERS 1/2"PROPRIETARY TYPE X GYPSUM WALLBOARD ATTAGIED TO BEAM 'm' CONE.FTG w/2"MIN EVERY 48"oC.LITH CONCRETE AND n, ON PLANS. BM 1137 GAGE WITH TYPE 5-12 DRYWALL SGREHS,I'LONG FOR BASE LAYER AND I-5/8" _ COVER 5/B"DIA.r'�E-BAR 3•36"O.C.RE-BAR W/2" PROPRIETARY LONG FOR FACE LAYER,SPAGEDG 12'O.G.BASE AND FACE JOINTS STA66ERED. 3 ». 6d deformed(2 X 0.120")nail or 6 12 ROOF SHIN6LES A5 SPEGIFIED BEAM GAGE FABRICATED FROM NO.24 GAGE 7/8'X 1-3/8"STEEL ANGLES SGREW 38 /4 and less " " MIN.COVER/IF SOIL 8d common(2'/, X 0.131 )nail caNDlncNs REO./ VERT.REPS. ON PLANS. ATTACHED TO STEEL JOISTS STAGGERED AND NO.25 GAGE 2-I/2'STEEL RUNNER 14 TRACK SUPPORTING 1-5/8'STEEL STUDS 24"O.G.BELOW BEAM LOWER FLANGE. I HOUR FIRE GONG. BLK. FOUNDATION SECTION (ONE HOUR UNRESTRAINED BEAM) FIRE TEST.ULR1319-133,7-Ib--m 7 " 8d common(2'/,"X 0.131")nail or 6 12 IS# ROOF FELT APPLIED OVER TGE a 39 /"-1 WATER SHIELD s SHEATHING UP TO BASED ON UL 83660-7,8: II-12-87 " 8d deformed(21/,"X 0,120")nail FOOTING TO BE PLACED ON FIRM UNDISTURBED SOIL W/ MIN. O 00 O PROPRIETARY GYPSUM BOARD DESIGN Ls24 RIDGE VENT FOR CATHEDRAL GEILIN65. THE GELOTEX CORPORATION 1/2"FI-ROKPLUS OF 2 TONS F.S.F. BRCS. CAP- MAINTAIN MINIMUM DOMTAR 6YP51IM 1/2•C7YPROC FIREGUARD 40 1(kl common(3"X 0.148 )nail or 6 1 2" OF GLEAR VENT EA6LR�6YP5UM PRODUCTS 1/2"FLAME STIP TYPE"G" 8d deformed(211,"X 0.12(1")nail SCALE 1/211 = 1'-0" PLAN VIEW I. CATHEDRAL GEILIN65 WITH / 5PAGE FROM ASPHALT OR FIBERGLASS UNITED STATES GYPSUM COMPANY I/2" PANELS, FI VE C CORE ALT.HD 61R� 5HIN6LE5 ARE TO BE WATER SOFFIT VENT TO TEMPLE-INLAND FOREST PRODUCTS CORP. 1/2'TP-5 PROOFED WITH FULL ICE AND RIDGE VENT FOR /� GENERAL DETAILS AND \ WATER SHIELD2. . CATHEDRAL CLGS. FIRE SEPARATION WALL, WOOD FRAME PLATE(S) OR TOP WOOD 5HINOLE5 ARE TO BE 5FEC IF I GAT I OSIS R-30 (MIN) TYP. WALL OF JOISTS KNEE WALL KNEE WALL KNEE WALL GONSTRUGTED AS FOLLOWS: FIBER6LA5S RA INSTALL 5/8" PLYWOOD DECK, ATTIG INSULATION GYPSUM WALLBOARD, WALL STUDSARTIiUR E AREST SEE PLAN FOR N1Ma=-R SEE PLAN FOR NUMBER STUD SIZE a SPACING STUD SIZE a SPACIN6 STUD 51ZE a 5PAGIN6 APPLY IGE AND WATER SHIELD BASE LAYER 5/8"TYPE X 6YrSUMM WALLBOARD OR VENEER BASE APPLIED OF PLATES a PLATE OF PLATES a PLATE TO MATCH EXTERIOR TO MATCH EXTERIOR TO MATCH EXTERIOR FULL GOVERAGE DOWN THE AT RIGHT ANGLES TO FAGH SIM OF 2'X4"MOOD STUD' 24'O.G.WITH bd A /v� I LOCATION LOCATION WALL CONSTRUCTION RAFTER WALL CON5TRUGTION. RAFTER WALL CONSTRUCTION RAFTER SAVE ONTO THE FASGIA WP 4135 COATED NAILS,1 7/8""LONG,0.085"'SHANK„1/4"'HEADS"24"'O.G.FACE THICKNESS: 6 1/8" N GENERAL �./ CT I ON G UNLESS OTHERWISE BEHIND THE GUTTER. INSTALL LAYER 5/8"'TYNE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT NOTED ON PLANS. VRI6HT AN6LE5 TO 57LD�' OVER BASE LAYER WITH 8d COATED NAILS,2 FIRE T X . FM : 12 P5F ,L -ROOF }�OO}"� O I�T� ARICITECTS L L C �.� (2)2' X 4' TOP PL (2)2"x 4"TOP PL. 1'X6" GROSS FURRING I/2" GYP BD. INTERIOR SURFACE 2- HOUR FIRE TEST. FM WP 360360,4-27-47 1'C`" r 8/6"'LON6,0.0100"SHANK,1/4•'HEADS,b"O.G.STAGGER JOINTS 24'O.G. SEE ARGHITEGTURE1 PLAN FOR ARCHITECTURAL H GTUR EI PLAN STAGGERED FOR VENTILATION. OF WALL AND GEILIN6. SOUND TEST;N6G2363,4 I-70 RAFTER RAFTER FOR KNEE WALL HEIGHT. FOR KNEE WALL HEIGHT. APPLY WOOD SHINGLES TO FAGH LAYER AND SIDE.SOUND TESTED WITH STUDS Ib"'O.G.AND WITH NAILS (I)2"X 4"BEDRIN6 PL. --do—(1)2'X 4"BEDRIN6 PL. (2)2"X 4"BEDRIN6 PL. (1)2"X 4"BEDRIN6 PL. GROSS FURRIN6.SEE DETAILS FIBERGLASS WALL FOR BASE 1AY132 SPACED 6"O.G.(LOAD-BEARING). I I I ' /� ° ° THI5 SHEET. INSULATION -HIGH GH PL ATE D E T,4 I L S 1 1 M I Ld REd TERRACE � GL6.15T. ° -� GLC.1ST. ° � GL6.15T. -0 GLC.15T. �� GL6.1ST. R-15 FOR 2X4 GONSTRUGTION ° R-IcI FOR 2X6 GONSTRUGTION �` � � � ' \ \ TIES-2"X65"SPIKED TIES-2"Xb"SPIKED GUTTER(AS SPEGIFIED ON JYPIGAL ROOFING" INSULATION AND FIRE SEPARATION FLOOR/GE I L I NG WOOD FRAME D FIANdERS N EUU J ERS 078 3 6 `GEILIN6 JOISTS `GEILIN6 JOISTS EXTENDED GEILIN6 J015T5 EXTENDED TO EAGH RAFTER b TO EACH RAFTER 8 PLANS) I5 TO BE POSITIONED SPIKED TO RAFTERS. �Q SPIKED TO RAFTERS. d SPIKED TO RAFTERS. JOI5T.(UNLESS OTHER- JOIST.NNLESS OTHER- BELOW ROOF PLANE, TO }}}...... ///�� (2)2"x 4"TOP PLATE (2)2"x 4"TOP PLATE WISE NOTED ON PLANS). WISE NOTED ON PLANS). ALLOW IGE TO SLIDE OFF IGE WATER SHIELD DETAIL — 1 �..""IOUR FIRE RATED PRONE: (908) 8 50.4494 SOFFIT SOFFIT SOFFIT UNHINDERED. "2 LAYER 5/6'5HEETROGK BRAND FIREGODE G CORE GYPSUM PANEL CONTINUOUS SCREEN -I'NOMINAL WOOD SUB AND FINISHED FLOOR �4SSl�il. ( S ART@dEMARESTARCIiITECTS.COM -2X10 WOOD JOIST UB O.G. SOFFIT VENT. -RG-I CHANNEL OR EQUIVALENT TEST NUMBER: UL DES L_511 TYPICAL PLATE HIGH PLATE KNEE WALL HIGH PLATE KNEE WALL 2- HOUR -JOINTS FINISHED I I I HEATER }}�� A DIVISION OF SCIA«P1 & DEMAREST RAFTER SPIKED TO RAFTER SPIKED TO RAFTER SPIKED TO DIAGONAL TIE BACK SPIKED DIAGONAL TIE BACK SPIKED —W,'4TE R 1 I�l"'�T j.�� I�� GL6.JOIST EXTENDED GL6.JOIST EXTENDED GL6.JOIST TO RAFTER a GI-6.JOISTS. TO RAFTER a GL6.JOISTS. PROVIDE BLOGKIPJ6 BETWEEN REFERENCE INDEX: B-71 RAFTERS AND GEILIN6 JOISTS DIMEN51ONAL LUMBER FLUSH WITH EXTERIOR 5URFAGE 13 3/4"H16H A55EMBLY ARC ITECTS, L.L.C. GENERAL SPED I F I GATT ONS � DETAILS OF WALL FRAMIN s DETAILARCh ITECT 2 LAYER 5/8'SHE7=7ROGK BRAND FIREGODE G GORE GYPSUM PANEL -15/32"Tab WOOD SUBFLOOR H 16H PLATES, KNEE WALLS I$ GURB DETAILS 2- HOUR -2X10 OR Jo1sr Dote:04-11-16 Dwg. No. -RG-I oR EQUIVALENT TEST NIlh18ER1 UL DES L511 ARTIiUR DEMAREST� JOINTS FINISHED REFERENCE E *OPTIONAL 3/4"LEVELROCK BRAND FLOOR UNDERLAYMENT REFERENCE A�5A305 SGa I e: AS SHOWN G S �� N.Y. LicENSE #028 3 5 8 1 k, OPTIONAL SRM-25 OR SRB SOUND MAT DIMENSIONAL LUMBER ■ ■ 12 I/4"HIGH ASSEMBLY Drawn By: DJC6 of I N.J. LiCENSE #15690 TECHNICAL NOTES AND SPECIFICATIONS SOIL CLASSIFICATION: CONCRETE: STRUCTURAL LUMBER: FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM - ALL EXTERIOR FRAME WALLS, BEARING WALLS AND PARTITIONS SHALL BE • GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE CONSTRUCTED IN ACCORDANCE WITH PLATFORM FRAMING STANDARDS WITH: 2" x PREPARATION OF SITE (A) FOOTINGS ARE DESIGNED TO BEAR ON SOIL HAVING A MIN. BEARING VALUE A. FORMWORK: COMPLETED CONCRETE WORK SHALL MEET THE CONCRETE GRADE-STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE b" SILL, 4" x b" TOP PLATES, 2" x b" STUDS SET 16" O.C. AND 6" x b" CORNER OF 2 TO 3 TONS PER SQ. FT, SOIL. OUTLINES AS SHOWN ON THE APPROVED DRAWINGS. ALL FORMS TO BE OILED, SURFACED DRY, MAXIMIM MOISTURE CONTENT 113%. POSTS. CLEARING DEMOLITION AND PREPARATION: THE CONTRACTOR (B) NOTE: SOIL AT LEVEL OF THE FOUNDATION FOOTINGS IS TO BE LOOSE PROPERLY BRACED, ERECTED PLUMB 4 TRUE IN A WORKMANLIKE MANNER - STUD FRAMING SHALL BE 2" x 6" AND 2" x 6" STUDS, 16" O.C. WITH BLOCKING SHALL REMOVE ALL VEGETATION THAT FALLS WITHIN THE MEDIUM SAND (CONFINED) STIFF CLAY DESIGNED TO CARRY (2) TWO TONS PER RAFTERS - Douglas Fir No. I or 2: or equal. PROVIDED BETWEEN STUDS AT 4'-0" O.C. VERTICALLY AND (2) 2" x b" PLATES CONSTRUCTION LINES AND DRIVEWAYS, ETC. ALL OTHER DEBRIS SQ. FT., SUBJECT TO VERIFICATION BY THE INSPECTOR AT THE SITE AFTER B. CONCRETE DESIGN MIX: AT TOP AND BOTTOM. STUDS WALLS HIGHER THAN 12'-0" ARE TO BE FRAMED TO BE REMOVED WILL BE MARKED BY THE OWNER. NO OTHER EXCAVATION AND BEFORE FOOTINGS ARE PLACED. WHERE ACTUAL LOADS JOISTS - Douglas Fir No. 1 or 2s or equal. WITH 2" x 6" STUDS AT 16" O.C. STUDS SHALL BE PROPERLY BRIDGED AND TREES SHALL BE REMOVED WITHOUT THE PERMISSION OR THE EXCEED MIN. ALLOWABLE SOIL GLASS 4, FOOTINGS ARE TO BE MODIFIED TO 28 DAY MIN. BACzs CEMENT GALLONS OF WATER COVERED WITH 5/8" OR 1/2" PLYWOOD SHEATHING AND DUPONT TYVEK OWNER. OBTAIN A DESIGN SAFETY FACTOR OF AT LEAST 1.5. STRENGTH PER CUBIC PARD PER BAG OF CEMENT SLUMP BEAMS, GIRDERS, SIDE - Douglas Fir No. I or 2, or equal. HOUSEWRAP WITH 6" OVERLAP. USE TYVEL DRAINBOARD W/ MASONRY. INTERIOR PARTITIONS SHALL BE 2" x b" STUDS, 16" O.C. WITH 2" x 4" PLATES THE CONTRACTOR SHALL STRIP, PILE AND RE-DISTRIBUT PROTECTION OF SIDES OF EXCAVATION 2000 PSI 5.0 -1.0 F5 + - 1" FLITCH PLATE - Douglas Fir No. 1 or 2= or equal. AT TOP AND BOTTOM UNLESS NOTED OTHERWISE ON PLAN.EXISTING TOPSOIL IN THE LINE OF WORK AS DIRECTED BY THE 2500 PSI 5.25 6.0 5" + - 1" - WOOD STUD BEARING WALLS NOT FACED WITH PLYWOOD SHEATHING SHALL PLATE BEAMS - Douglas Fir No. 1 or 2' or equal. BE BRACED WITH SOLID BLOCKING AT INTERVALS NOT EXCEEDING 0.4 TIMES OWNER. ANY EXCESS TOPSOIL SHALL BE STOCKPILED ON THE THE SIDES OF EVERY OPEN EXCAVATION FIVE FEET DEEP OR MORE, WHERE THE 3000 PSI 5.-15 5.0 5" + - 1" THE LENGTH OF THE STUD FOR 2" x b" AND .25 TIMES THE LENGTH OF THE STUD SITE AS DIRECTED. EARTH IS NOT SLOPED TO THE ANGLE OF REPOSE OF THE MATERIAL AND WHERE, STUDS - Douglas Fir Studgrade• or equal. FOR 2" x 6". BECAUSE OF THE COMPOSITION OF SOIL, CLIMATE CONDITIONS, DEPTH OF - IN STUDS OF BEARING WALLS OR PARTITIONS, NOTCHES OR BORED HOLES TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE EXCAVATED EXCAVATION OR CONSTRUCTION OPERATIONS THERE MAY BE PRODUCED AN PLATES - Microlam bg Trus-Joist= or equal. SHALL NOT BE CUT OR BORED MORE THAN ONE THIRD THE DEPTH OF THE STUD. AND GRADED AND NEATLY PILED ON THE PROPERTY. AFTER UNSAFE CONDITION, SHALL BE SECURELY HELD BY ADEQUATE BRACING. C. PLACING OF CONCRETE: "TEST CYLINDERS" STRENGTH TEST SHALL BE MADE Glu-lam beams - ALL PERIMETER WALLS SHALL BE CONSIDERED AS STRUCTURAL BEARING BACKFILLING IS FINISHED AND AREAS GRADED. THE AVAILABLE ON THE SITE 4 STORED ON THE SITE UNDER CONTROLLED CONDITIONS FOR AT WALLS. TOPSOIL SHALL BE SPREAD AS DIRECTED BY OWNER. FOOTINGS 8 FOUNDATIONS - SPECIFICATIONS 8 NOTES LEAST 24 NRS. BEFORE TRANSPORTED TO "TESTING LAB". (2) CYLINDERS SHALL :UNLESS INDICATED DIFFERENTLY ON DRAWINGS. - SEE PLAN FOR SIZES OF FLOOR JOISTS, CEILING BEAMS AND RAFTERS. BE TAKEN FOR EACH 50 YARDS OF CONCRETE PLACED, OR IN DESIGN, (3) - DOUBLE JOISTS (MIN.) AND PROVIDE SOLID BLOCKING BELOW ALL STUD GENERAL EXCAVATION: ALL EXCAVATION IS TO BE DONE AS FOOTINGS: CYLINDERS SHALL BE TAKEN AT EACH TIME OF SAMPLING. SAMPLING SAME AS APPROVED PRE-MANUFACTURED JOIST AND GIRDERS ARE PERMITTED AS PARTITIONS, STRUCTURAL POSTS, AND BATHTUBS (UNLESS OTHERWISE NOTED). INDICATED ON THE DRAWINGS WITH SUFFICIENT WORKING SPACE STATED ABOVE. ALL TESTING PERFORMED BY CERTIFIED MATERIALS TESTING INDICATED ON ARCHITECTURAL DRAWINGS. - DOUBLE MEMBERS (MIN.) AROUND OPENINGS GREATER THAN 16" WIDE. TO PERMIT THE PLACING, INSPECTION AND COMPLETION OF ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MIN. BEARING CAPACITY: LAB. TESTING PERFORMED IN ACCORDANCE W/ STANDARD METHOD OF TESTING - TRIPLE MEMBERS AROUND PERIMETER OF OPENINGS IN EXCESS OF 30" WORK. 4000 P.S.F. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN THE FIELD (A.S.T.M. 39-62). ALL REPORTS TO BE FILED WITH THE ARCHITECT 4 OWNER LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE "NATIONAL DESIGN (STAIRS, SKYLIGHTS, ETC.) UNLESS OTHERWISE NOTED. PRIOR TO POURING CONCRETE*- ADJUST BOTTOM OF FOOTING ELEVATIONS AS SPECIFICATION FOR WOOD CONSTRUCTION" AS PUBLISHED BY THE NATIONAL - ALL HEADERS ABOVE DOORS, OPENINGS, WINDOWS WIDER THAN 6' SHALL BE FOOTING EXCAVATION: EXCAVATE FOR FOUNDATION WALL REQUIRED. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL MIX DESIGNS: PRELIMINARY TESTS OR PREQUALIFIED MIX DESIGNS SHALL BE FOREST PRODUCTS ASSOCIATION UNLESS OTHERWISE NOTED. (2) 2" x 12" WITH 1/2" PLYWOOD BETWEEN MEMBERS, UNLESS NOTED OTHERWISE ON FOOTINGS AND/OR PIERS. THE BOTTOM OF FOOTINGS SHALL BE FLOORS BRACING THESE WALLS ARE IN PLACE. ALL FOOTINGS TO BE 48" MIN. SUBJECT TO APPROVAL MIX No. 1 FROM REPORT NC-1954, DATED 9/16/10 BY THE PLAN OR IN SPECIFICATIONS. LEVEL. THE DEPTH OF ALL FOOTINGS SHALL BE AS INDICATED BELOW GRADE. NEW JERSEY TESTING LABORATORY. CONSTRUCTION GRADE: DENSE No. 1 FB = 1450 P.S.I. E=000,000= - ALL HEADERS AND WOOD BEAMS SHALL BEAR ON A MINIMUM OF (2) 2x4 BY THE DRAWINGS AND AS REQUIRED BY LOCAL CODES. IF THE ALL OTHER LUMBER: DOUGLAS FIR No. 2 FS = 1550 P.S.I. E = 1,400,000* MEMBERS. FOUNDATION 1=NCOUNTERED IS NOT SUFFICIENTLY FIRM AT THE (A) FOOTINGS TO BE POURED CONCRETE (MIN. 3000 P.S.I. MIX) AS SHOWN ON REINFORCING: SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE - ALL 3.5" OR 4" DIAMETER "LALLY" COLUMNS USED ARE TO HAVE A STEEL DEPTHS SHOWN. THE ARCHITECT SHALL BE INFORMED OF THE DRAWINGS AND/OR REQUIRED BY THE TOWN BUILDING DEPT. 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 485. *UNLESS SHOWN OTHERWISE ON APPROVED PLANS. OUTER CASING WITH A MIN. WALL THICKNESS OF 0.216 INCHES UNLESS MANUFACTURER'S WRITTEN SPECS INDICATE THAT THE COLUMNS ARE ABLE TO CONDITION. (B) FOOTINGS TO BE PLACED ON FIRM AND UNDISTURBED, UNFROZEN GROUND. CONCRETE BLOCKS: AS INDICATED ON THE DRAWINGS ARE TO BE HIGH ALL FRAMING LUMBER TO BE USED IS TO BE DOUGLAS FIR-LARCH 02 OR BETTER, SUPPORT THE IMPOSED LOADS. (C) FOOTINGS TO BE 6" MIN., WIDER ON BOTH SIDES OF WALL ABOVE AND 12" PRESSURE STEAM CURED, LOAD BEARING, SET IN RUNNING BOND, BONDED AND CAPABLE OF DEVELOPING THE FOLLOWING MINIMUM ALLOWABLE STRESSES: - NO STRUCTURAL VALLEYS ARE TO BE FORMED UNLESS OTHERWISE NOTED. ROCK EXCA'Y"ATION: ROCK ENCOUNTERED IN EXCESS OF (9) NINE MIN. THICK. ALL FOOTINGS SHALL EXTEND AT LEAST 4'-0" BELOW ADJOINING KEYED AT ALL INTERSECTIONS, AND REINFORCED WITH EXPANDED METAL MESH VALLEYS ARE TO BE FORMED BY SETTING ONE ROOF ON TOP OF ANOTHER THE CUBIC FEET SHALL BE REMOVED ON A UNIT COST BASIS. THE FINISHED GRADE LEVEL. ALL FOOTINGS TO EXTEND BELOW HOUSE DRAINS. AT EVERY THIRD COURSE. (2) TWO COATS OF PORTLAND CEMENT STUCCO SHALL SIZE Fb(ps.i.)Fb (p.s.1.) Ft (p.s.1.)Fc (p.s.i.) UPPER ROOF RAFTERS ARE TO BE SET ON A 2" x 12" PLATE WHICH IS TO BE SET , UNIT PRICE SUBMITTED, SHALL REFLECT THE DIFFERENCE (D) MASONRY CHIMNEY FOOTINGS SHALL BE 12" DEEP WITH 6" PROJECTIONS. BE APPLIED TO ALL EXPOSED CONCRETE BLOCK CONCRETE BLOCK SHALL SINGLE REPETITIVE ON TOP OF THE SHEATHING OF THE LOWER ROOF AND NAILED THRU TO THE TOPS BETWEEN EARTH EXCAVATION AND ROCK EXCAVATION COST (E) "LALLY" COLUMN FOOTINGS SHALL BE A MIN, OF 24" x 24" x 12" DEEP UNLESS BE HOLLOW, LOAD-BEARING UNITS CONFORMING TO ASTM C90, GRADE N-I. OF THE LOWER RAFTERS. PER CUBIC YARD. OTHERWISE NOTED. MORTAR SHALL CONFORM TO ASTM C210, TYPE S. WORKMANSHIP SHALL BE IN 211X4" 1312 1501 862 1495 - HEADERS OVER OPENINGS 4 ft. WIDE AND GREATER TO BEAR ON 4" x 4" (F) WHERE FOOTINGS ARE SUPPORTING FOUNDATION WALLS AT DIFFERENT ACCORDANCE WITH NCMA SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION 2"X6" 1131 1301 141 1430 POSTS EXCEPT WHERE OTHERWISE NOTED ON PLANS. EXCESS OR INSUFFICIENT 1 IATERIAL: SHOULD JOB CONDITIONS LEVELS FROM THE FOOTING OF ADJACENT STRUCTURE, THE INFLUENCE OF THE OF LOAD-BEARING CONCRETE MASONRY. 211X5" 1050 1201 690 1365 - ALL HEADERS FOR OPENINGS UP TO V TO BE (2) 2" x 10" UNLESS OTHERWISE REQUIRE ADDITIONAL MATERIAL TO BRING GRADES TO THOSE PRESSURE UNDER THE HIGHER FOOTING ON THE STABILITY OF THE LOWERSPECIFIED ON PLANS. INDICATED ON THE PLAN, THE CONTRACTOR SHALL FURNISH FOOTING SHALL BE CONSIDERED. INFLUENCE LINE SHALL NOT EXCEED THE WHERE CONCRETE BLOCK WA-LS ARE USED AS FOUNDATION WALLS, THE BLOCK 2„X10,I. 962 1106 632 1300 - 4” MINIMUM BEARING FOR ALL WOOD BEAMS AND RAFTERS. SUITABLE MATERIAL AT NO ADDITIONAL COST TO THE OWNER. RATIO OF 2 -0 HORIZONTAL TO 1 -0 HORIZONTAL TO 1 -0 VERTICAL. SHALL BE OF APPROVED TYPE CAPABLE OF WITHSTANDING ALL 2 X12 812 1006 515 1300 - 1-1/4" x 3" WOOD CROSS-BRIDGING OR APPROVED METAL CROSS-BRIDGING ANY EXCESS MATERIAL SHALL BE REMOVED FROM THE (G) BEFORE ANY WATERPROOFING IS APPLIED, ALL SURFACES SHALL BE DRY, SUPER-IMPOSED LOADS. ALL STRUCTURAL LOAD-BEARING WALLS TO HAVE (l) SHALL BE INSTALLED EVERY 6-0" O.C. BETWEEN FLOOR AND ROOF JOISTS. PROPERTY BY THE CONTRACTOR. CLEAN AND FREE OF ALL LOOSE MORTAR OR ANY OTHER MATERIAL. WHERE ONE ROW OF SOLID CONCRETE BLOCK OR BRICK AT TOP COURSE IN ORDER TO - FRAME OUT ALL STAIRWELLS AND CHIMNEY BREASTS WITH DOUBLE HEADERS THE FOUNDATION WALL IS OF CONCRETE, ALL WIRES SHALL BE CUT OFF FLUSH DISTRIBUTE SUPER-IMPOSED LOADS. IN ADDITION, DURO-WALL STEEL FV HORIZONTAL SHEAR 95 P.S.I. AND TRIMMERS HUNG WITH APPROVED HANGERS. FOUNDATION DRAIN: FOUNDATION DRAIN SHALL BE (4) FOUR INCH WITH THE WALL, THE ENDS BENT IN, AND COVERED WITH CEMENT MORTAR ALL REINFORCING SHALL BE INSTALLED EVERY OTHER BLOCK COURSE. FC PERPENDICULAR TO GRAIN 625 p.s.i. - BEFORE COVERING UP STRUCTURAL FRAMEWORK MEMBERS WITH SHEETROCK, 00000 s i PERFORATEDP.V.C. PIPE WITH STANDARD FITTINGS AT CORNERS SPACES AROUND SERVICE PIPES ARE To BE TIGHTLY SEALED. p AN INSPECTION BY THE TOWNSHIP BUILDING INSPECTOR IS REQUIRED TO CERTIFY AND ANGLES.. THE PIPE SHALL BE LAID ON A 10 STRUCTURAL STEEL 4 MISCELLANEOUS METAL WORK PROPER MODULUS OF ELASTICITY 1,6PROPER SIZES, TYPE AND LOCATION of MATERIALS.GRAVEL BED lH) WATERPROOFING OF FOUNDATION WALLS SHALL BE APPLIED FROM THE (A) ALL EXPOSED LUMBER SHALL BE PRESSURE TREATED. - NAILING - THE CONTRACTOR IS TO CONSULT THE ARCHITECTURAL DRAWINGS JUST OUTSIDE;OF THE FOUNDATION WALL FOOTINGS AND BE BOTTOM OF THE FOOTINGS TO THE LEVEL OF THE FINISHED EXTERIOR GRADE. ALL STRUCTURAL STEEL WORK (DESIGN, FABRICATION, ERECTION AND DETAILING) (B) THE MIN. DISTANCE PERMITTED FROM GRADE TO WOOD SHALL BE S", AND IF NEEDED THE LATEST IRC/ IBC CODE FOR RECOMMENDED NAILING AND UNIFORMLY PITCHED, APPROX. 1/8" TO THE FOOT, TO A LOU) WATERPROOFING IS TO CONSIST OF A HEAVY BRUSH COAT OR TROWEL COAT OF SHALL CONFORM TO THE BUILDING CODE. DESIGN STRESS 22,000 P.S.I. ALL (C) WOOD STRUCTURAL MEMBERS THAT SUPPORT MOISTURE-PERMEABLE FASTENING SCHEDULE. POINT. AS DIRECTED, THE DRAIN SHALL BE COVERED WITH A COMMERCIAL ASPHALTIC PREPARATION, OR AN APPLICATION OF NOT STRUCTURAL STEEL SHALL BE ASTM A36-60T STEEL. FLOORS OR ROOFS WHICH ARE EXPOSED TO THE WEATHER, SHALL BE OF - GRADES AND TYPES OF LUMBER - ALL STRUCTURAL LUMBER WILL BE EQUAL GRAVEL OR CRUCSHED STONE TO WITHIN 12" BELOW FINISHED ROOFER'S PITCH. APPROVED NATURALLY DURABLE OR PRESSURE-TREATED WOOD UNLESS TO OR GREATER THAN THE DESIGN FACTORS REQUIRED ON THE SCHEDULE OF GRADE. (1) BLOCK WALLS TO BE PROTECTED AND FINISHED FROM WOOD PLATE TO CONTRACTOR SHALL FURNISH AND INSTALL ALL STEEL AND MISC. METAL WORK SEPARATED FROM SUCH FLOORS BY AN IMPERVIOUS MOISTURE BARRIER STRUCTURAL MATERIALS. INFORMATION FOR DESIGN FACTORS HAS BEEN TAKEN BOTTOM OF FOOTING WITH TWO (2) COATS CEMENT STUCCO FINISH. SHOWN OR IMPLIED ON THE DRAWINGS OR HEREIN SPECIFIED AS FOLLOWS: (D) ALL LUMBER TO BE THOROUGHLY DRIED $1 CONSTRUCTION GRADE, FREE OF FROM PUBLICATIONS OF THE NATIONAL FOREST PRODUCT ASSOCIATION. THE fs BACKFILLING_ BACKFILL SHALL BE OF EARTH, FREE FROM LOOSE OR LARGE KNOTS, SHAKES, EXCESS SAP OR OTHER DEFECTS WHICH FOR HEADERS AND GIRDERS 15 BASED ON SINGLE MEMBER USE (ALL HEADERS DEBRIS, PLA CED IN HORIZONTAL LAYERS NOT OVER 12" IN FOUNDATION WALL: (A) STRUCTURAL STEEL SHALL CONFORM TO ASTM A3(o AND A15C SPECIFICATION MIGHT IMPAIR STRENGTH. WILL HAVE AN fs OF AT LEAST 1450) JOISTS AND RAFTERS ARE BASED ON DEPTH. EACH LAYER SHALL BE THOUROUGHLY TAMPED SO THAT FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR RESPECTIVE MEMBER USE WITH FACTORS FOR SNOW LOADS TAKEN INTO NO SETTLEMENT IN COMPLETED WORK WILL OCCUR. (A) ALL FOUNDATIONS AND BASEMENT WALLS IF POURED CONCRETE SHALL BE BUILDINGS. CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER UNFINISHED PRE-MANUFACTURED JOISTS AND GIRDERS CONSIDERATION ON ROOFS. ALLOWABLE UNIT STRESS FOR STUDS IS BASED ON FC=3000 P.S.I. IN SIZES SHOWN ON THE DRAWINGS. BOLTS ASTM A301. COMPRESSION MATERIAL TO GRAIN (F.). FILL UNDER CONCRETE SLABS: FILL UNDER CONCRETE SLABS (B) ALL HOLLOW MASONRY UNITS ARE TO BE CONCRETE BLOCK PER LATEST NJ (B) FIREPLACE AND ACCESSORIES INCLUDING FLUES, EXTENSIONS, COLLARS, "TRUS JOIST" AND "MICRO-LAM" BEAMS: "MICRO-LAM" BEAMS AND "TRUS - WHERE IT IS NECESSARY TO CUT FRAMING MEMBERS FOR INSTALLATION OF SHALL BE AS SPECIFIED ON "BACKFILLING" ABOVE, AND I.R.C./ I.B.C. CODE. THE USE OF CINDER BLOCK IS NOT PERMITTED. CAPS, DUCTS, DAMPERS AND CLEANOUTS. JOISTS" SHALL BE AS MANUFACTURED BY TRUS JOIST CORPORATION, GEORGIA MECHANICAL WORK, THE MEMBERS SO CUT SHALL BE PROPERLY REINFORCED PLACED IN 6" LAYERS. (C) USE 12" THICK BLOCK BELOW GRADE AT BASEMENT PERIMETER WITH MAX. (C) ACCESSORIES AND CONNECTIONS FOR STEEL SHALL BE OF ADEQUATE PACIFIC, BOISE CASCADE OR JAGER INDUSTRIES SHALL BE INSTALLED IN WITH HEADERS THE FULL DEPTH OF THE MEMBER OR WITH STEEL STRAPS. 6'-0" UNBALANCED FILL. 8" CONE BLOCK MAY BE USED ABOVE GRADE WEIGHTS TO SUSTAIN STRESSES AND STRAINS TO WHICH THEY WILL BE NORMALLY ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND DETAILS. ANY AND - DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, STONE OR GRAVEL FILL: STONE OR GRAVEL FILL SHALL BE (D) FILL TOP COURSE SOLID WITH CONCRETE. SUBJECTED. ALL DEVIATIONS FROM RECOMMENDED INSTALLATION PROCEDURES SHALL BE FIRESTOPPING, ETC. SHALL CONFORM TO STATE CODE MANUAL OF HOUSE PLACED IN A 4" LAYER UNDER CONCRETE FLOOR SLABS. STONE (E) FILL TRANSITION COURSE BETWEEN 12" AND 8" BLOCK SOLID WITH CONCRETE. (D) JOIST HANGERS SHALL BE OF STEEL AS MANUFACTURED BY DONLEY Bros., THE RESPONSIBILITY OF THE CONTRACTOR AND SUB CONTRACTOR FRAMING. HEADER BEAMS SUPPORTING THREE OR MORE FLOOR JOISTS SHALL OR GRAVEL �5HALL COMPLY WITH A.S.TM. SPECIFICATION C33 (F) PROVIDE 16" x 16 SOLID MASONRY PIERS PER THE PLANS. FILL SOLID OR HOHMANN AND BARNARD OR AN APPROVED EQUAL. BE EITHER SECURED TO TRIMMER BEAMS WITH BRIDLE IRON OR SUPPORTED ON GRADED FROM 1" TO No. 4. WHEN THE FILL IS PLACED, IT SHALL WITH CONCRETE OR USE SOLID BLOCK (INTERLOCKED). "MICRO-LAM" ALLOWABLE STRESSES: WOOD CLEATS NOT LESS THAN 1-1/2" THICK FLOOR BEAMS SHALL BE CUT NO BE THROUGHI-Y COMPACTED BY TAMPING AND ROLLING. (G) DAMP PROOF EXTERIOR SURFACE BELOW GRADE WITH 2 COATS OF DEEPER THAN 1/5 DEPTH OF BEAM FOR PIPE OR CONDUIT. ASPHALT OR EQUIVALENT. ROUGH CARPENTRY AND INSULATION - SPECIFICATIONS 8 NOTES FB = 2,800 P.S.I. - PROVIDE 2" CLEARANCE BETWEEN ALL FRAMING AND MASONRY ENCASING GRADING: FINISH GRADES SHALL BE BROUGHT TO THE LEVELS (H) TERMITE SHIELDS - SHALL BE COPPER OR ALUMINUM PROPERLY INSTALLED FV = 285 P.S.I. FLUE LININGS. ALL WOOD STUD WALLS 8'-0" IN HEIGHT AND ALL BEARING WALLS SILL PLATE: ALL SILL PLATES ARE TO BE WOLMANIZED. UNLESS OTHERWISE Fc = 500 P.S.I. REQUIRE BLOCKING AT MID-HEIGHT. ALL WOOD STUD WALLS HIGHER THAN 8' IN AS INDICATED ON THE DRAWINGS AND SHALL BE SLOPED TO ON THE TOP OF ALL FOUNDATION WALLS. NOTES USE, (2) 2" x b" MEMBERS AT BASEMENT AND (2) 2" x 4" MEMBERS AT fc = 2,100 P.S.I. HEIGHT SHALL HAVE SOLID BLOCKING AT 3rd POINTS. ALL FLOOR JOISTS SHALL DRAIN AWAY FROM THE BUILDING. ROUGH GRADING, FOR PAVED (1) INSULATION: INSTALL FIBERGLASS INSULATION PAD BETWEEN MASONRY AND SLABS OR INSTALL 1/2" DIAMETER, 18" LONG HOOKED ANCHOR BOLTS SET IN Ft = 1,850 P.S.I. BE BRIDGED OR BLOCKED AT MID-SPANS. FLOOR JOISTS SPANNING 11'-0" OR AREAS, SHALL BE WITHIN 0.2 FEET, PLUS OR MINUS, OF FINISHED WOOD PLATE ON FOUNDATION. FOUNDATION WALL 8" MIN. 4'-©" O.C. AND 1 IN EACH CORNER OR SECURE WITH E = 2,000,000 P.S.I. MORE REQUIRE TWO ROWS OF BRIDGING OR BLOCKING AT THIRD SPANS. SUB-GRADE ELEVATIONS. GALVANIZED METAL ANCHOR STRAPS MIN. 5'-0" O.C. INSTALL APPROVED SILL - STRUCTURAL NOTE: ALL POINT LOADS AND BEAMS ARE TO HAVE FULL FOUNDATION DRAINAGE SEALER MULTIPLE "MICRO-LAM" MEMBERS SHALL BE FASTENED TOGETHER AS FOLLOWS: BEARING ON GIRDERS, POSTS, COLUMNS, PIERS, OR SOLID MASONRY DOWN TO LANDSCAPING: THE CONTRACTOR SHALL PROVIDE AND INSTALL THE FOOTINGS. PROVIDE 3/8" THICK STEEL BEARING PLATES AT LOCATIONS ALL LANDSCAPE MATERIAL NEEDED TO RENDER THE SITE IN FOUNDATION DRAINS: SHALL BE 4" PERFORATED P.V.G. PIPE WITH STANDARD SHEATHING: PLYWOOD SHEAtHING SHALL BE APA GRADE STAMPED FOR 131/2" E 111/0" - 2 ROWS OF 1/2" DIAMETER BOLTS 24" STAGGERED TOP AND WHERE THE GIRDER IS WIDER THAN THE POST OR COLUMN. ACCORDANCE WITH THE PROPERTY DIAGRAM AND SITE PLAN FITTINGS AT CORNER AND ANGLES. THE PIPE SHALL BE LAID ON A 4" GRAVEL SPECIFIED SPAN AND SHALL BE OF THE FOLLOWING THICKNESS: BOTTOM OR AS AGREED WITH THE OWNER. WORK INCLUDES: GRADING TO BED JUST OUTSIDE OF THE FOUNDATION WALL FOOTINGS AND BE UNIFORMLY ROOF: 5/8" OR 1/2" O.S.B. OR PLYWOOD. 14", 16" 4 18" -- 3 ROWS OF 1/2" DIAMETER BOLTS 24" STAGGERED TOP AND FINAL GRADES, INSTALLATION OF TOPSOIL AND SEEDING OF PITCHED, APPROXIMATELY 1/8" TO THE FOOT, TO A SITE LOW POINT. THE FLOORS: 5/8" OR 3/4" T4G O.S.B.OR PLYWOOD. BOTTOM SPECIAL FIRE PLACE $ CHIMNEY FRAMING NOTES: LAWN AREAS. IN ADDITION, TREES AND SHRUBS ARE TO BE DRAINPIPE SHALL BE COVERED WITH GRAVEL OR CRUSHED STONE TO WITHIN 12" WALLS: 5/8" OR 1/2" O.S.B. OR PLYWOOD. INSTALLED AS INDICATED, IN ACCORDANCE WITH THE BEST BELOW FINISHED GRADE. CONTRACTOR SHALL INSPECT ALL PRE-MANUFACTURED PRODUCTS SUCH AS I. PROVIDE A MIN OF 4" CLEARANCE AROUND ALL FIRE PLACE, FIRE BOXES AND STANDARDS AND NURSERYMEN PRACTICE. ALL PLYWOOD SHEATHING SHALL BE GLUE-NAILED TO FLOOR JOINTS USING "MICRO-LAM" PRODUCTS AND REJECT MATERIAL THAT IS WARPED, WET, OR SMOKE CHAMBERS BACKFILLING: BACKFILL SHALL BE OF EARTH, FREE FROM DEBRIS, PLACED IN APA APPROVED ELASTOMERIC CONSTRUCTION ADHESIVE (BF. GOODRICH OTHERWISE DEFECTIVE. "MICRO-LAM" PRODUCTS SHALL BE KEPT DRY THROUGH GRADES HORIZONTAL LAYERS NOT OVER 12" IN DEPTH. EACH LAYER SHALL BE PL400 OR EQUAL). THE DURATION OF CONSTRUCTION. 2. PROVIDE A MIN. OF 2" CLEARANCE AROUND ALL FIRE PLACE CHIMNEYS. THOROUGHLY TAMPED SO THAT NO SETTLEMENT IN COMPLETED WORK WILL NOT ROOF SHEATHING SHALL BE 5/8" PLYUJOOD OR O.S.B. MADE WITH EXTERIOR FRAMING 3. PROVIDE A MIN. OF 1" CLEARANCE AROUND ALL FIRE PLACE CHIMNEYS GRADES AS ,5HOWN ON ELEVATIONS ARE APPROXIMATE AND OCCUR GLUE, NAILED TO EVERY BEARING. EXTERIOR WALL SHEATHING SHALL BE 1/2" PASSING THROUGH ROOF CONSTRUCTION. ARE TO BE DETERMINED BY ACTUAL SITE CONDITIONS. WHEN THICK PLYWOOD MADE WITH EXTERIOR GLUE NAILED TO EVERY BEARING. ALL ALL MEMBERS SHALL BE ACCURATELY AND SUBSTANTIALLY FITTED TOGETHER GRADE CHANGE REQUIRES MORE THAN 2 STEPS OFF ANY FILL UNDER CONCRETE SLABS: FILL UNDER CONCRETE SLABS SHALL BE AS PLYWOOD AND PLYSGORD TO HAVE APPROVED STAMP THEREON BEFORE AND THE WHOLE STRUCTURE SHALL BE WELL BRACED AT ALL POINTS. PLATES OR USE 3.5" WIDE LOAD BEARING STEEL STUDS WITHOUT THE NEED PLATFORM THE CONTRACTOR SHALL PROVIDE HAND RAILS AT SPECIFIED ABOVE, AND PLACED IN 6" LAYERS. DELIVERY TO JOB SITE. AND SILLS SHALL BE HALVED TOGETHER AT ALL CORNERS AND SPLICED. CLEARANCES. STEPS AND PLATFORMS. CONTRACTOR SHALL ALSO BE PLATES SHALL BE ANCHORED TO FOUNDATION WALLS WITH 1/2" BOLTS, 18" LONG RESPONSIBLI= FOR SEEKING ENGINEERING CONSULTATION IF THE STONE OR GRAVEL FILL: STONE OR GRAVEL FILL SHALL BE PLACED IN A 4" UNDERFLOORING: SUBFLOORING SHALL BE 3/4" PLYWOOD MADE WITH EXTERIOR AND SHALL BE NO MORE THAN 5'-0" ON CENTER OR APPROVED FOUNDATION TO SITE SO DEMANDS. FINISHED GRADES AROUND THE EXTERIOR LAYER UNDER CONCRETE FLOOR SLABS. WHEN THE FILL IS PLACED, IT SHALL GLUE. ALL JOINTS SHALL BE STAGGERED OVER BEARING AND SHALL BE WOOD PLATE METAL STRAPS 48" O.C. MIN. OF THE BUILDING SHALL BE SUCH THAT NO RISER IS GREATER BE THOROUGHLY COMPACTED BY TAMPING OR ROLLING. CLOSELY BUTTED, NAILED AT EVERY BEARING. OVER THIS StIBFLOOR, LAY ONE THAN 0" IN HE=IGHT FROM BUILDING TO GRADE. LAYER OF BUILDING PAPER AND A SINGLE LAYER OF 1/2" "FLAKEBOARD" - FLOOR BEAMS SHALL BE DOUBLED UNDER ALL PARTITIONS. NEW CON5TRUCTION CONCRETE UNDERLAYMENT. ALL JOINTS SHALL NOT BE CONINCIDENT WITH PLYWOOD JOINTS. - STUDS IN WALLS SHALL BE DOUBLED AT ALL CORNERS AND OPENINGS AND PONDING SHALL BE BRIDGED ONCE IN THE MIDDLE OF EACH STORY HEIGHT. ARThURaZREST,CONCRETE SHALL BE STONE AGGREGATE OF MIN. COMPRESSIVE STRENGTH AS - JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS AND UNDER ALL TECHNICAL NOTES RA THIS CONSTRICTION SHALL NOT CAUSE ANY PONDING OR NOTED BELOW: PARTITIONS NOT SUPPORTED BY PARTITIONS BELOW. UNSTABLE GF:.ADES IN THE SURROUNDING AREA. IF PONDING FOOTINGS, WALLS, PIERS 3000 P.S.I. - WHERE IT IS NECESSARY TO CUT FRAMING MEMBERS FOR INSTALLATION OF AND 5PEC II=I CAT I ON5 ARChITECTSOCCURS, THE CONTRACTOR SHALL TAKE THE NEEDED STEPS TO SLABS 3000 P.S.I. MECHANICAL WORK, THE MEMBERS SO CUT SHALL BE PROPERLY REINFORCEDL.L.C. CORRECT THE CONDITION. CONCRETE SUBJECT TO POTENTIALLY DESTRUCTIVE WEATHERING ACTION SUCH WITH HEADERS THE FULL DEPTH OF THE MEMBER OR WITH STEEL STRAPS. FOR NEW TYPE 5-A $ 5-5 AS FREEZING AND THAWING SHALL BE AIR-ENTRAINED. INSTALLATION SHALL BE - ALL DIMENSIONS ARE STUD TO STUD UNLESS OTHERWISE INDICATED. WINDOWS CON5TRUCT I ON BU I L D ING5 204 WAShiNqTON STREET EXCAVATION OUTSIDE FOUNDATION IN ACCORDANCE WITH ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR AND DOORS ARE DIMENSIONED FROM CENTER LINE OF UNIT TO STUD. SEE HAckETTSTOWN, NEw JERSEY 07840 BUILDINGS. WINDOW AND DOOR DETAILS. PRONE: 908 850-4494 TO BE I LIMITED TO 2 -0 FROM FOUNDATION. BACKFILL TO BE - ALL DIMENSIONS ARE INDICATED IN WRITING ONLY AND SHALL NOT BE CLEAN MATERIALS FREE OF TREES, WOOD AND BOULDERS IN FORMWORK: COMPLETED CONCRETE WORK SHALL MEET THE CONCRETE SCALED FROM DRAWINGS. ART a' dEMARESTARCIiITECTS.COM EXCESS OF 0" IN DIAMETER. ALL FILL IS TO BE COMPACTED TO OUTLINES AS SHOWN ON THE DRAWINGS. ALL FORMS TO BE ERECTED PLUMB AND A DIVISION Of SCIA1A & DEMAREST 95io MAX. DENSITY AT OPTIMUM MOISTURE CONTENT. TRUE AND SHALL BE PROPERLY BRACED. ARCIiITECTS, L.L.C. ARCM ITECT Date: 04-11-1ro Dwg. No. ARTIiUR DEMAREST Scale: I/4" =1'-0" TnNA N.J. LICENSE #15690 Drawn By: DJG of 2 N.Y. LICENSE #0283 58 CONNECTIONS CAULKING: ALL DOOR AND WINDOW OPENINGS SHALL BE CAULKED WITH ROOFING $ SHEET METAL WORK - SPECIFICATIONS AND NOTES ELECTRICAL THIGKOL OR AN APPROVED EQUAL. APPLY CAULKING WITH A GUN, IN (A) CONTRACTOR IS TO CONSULT THE ARCHITECTURAL DRAWINGS AND IF ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. ALL EXTERIOR JOINTS FURNISH ALL LABOR 4 MATERIALS TO COMPLETE ALL ROOFING AND SHEET (A) FIXTURES BY BUILDERS. NEEDED THE IBC/ IRC CODE FOR RECOMMENDED NAILING AND FASTENING. AROUND WINDOWS, DOORS, UTILITY PENETRATIONS AT MEETING WALLS, FLOORS METAL WORK AS SHOWN OR IMPLIED ON THE ARCHITECTURAL DRAWINGS OR (B) ALL INTERIOR WIRE TO BE COPPER ROMEX CABLE NM WITH GROUNDS. (B) PROVIDE ALL FRAMING HARDWARE AS REQUIRED TO PROPERLY COMPLETE AND ROOFS, SHALL BE CAULKED, GASKETED OR OTHERWISE SEALED. HEREIN SPECIFIED. (C) ALL WIRING TO BE IN ACCORDANCE WITH N.E.C. FRAMING. (D) NUMBER OF OUTLETS ON BRANCH CIRCUITS ARE 11 ON 15A, 5 ON 20A. (C) PROVIDE NAILERS AND/OR LEDGERS WHERE REQUIRED AND FASTEN GYPSUM WALLBOARD SCOPE : (E) WIRING TO BE SIZED AS BELOW: SECURELY. (D) LAP AND SPIKE ENDS OF RAFTERS AND JOISTS. ANCHOR ALL FRAMING TO (A) INSTALL 1/2" GYPSUM BOARD ON WALLS AND CEILINGS UNLESS OTHERWISE (A) FLASHINGS AS MAY BE REQUIRED BY CONDITIONS TO MAKE WORK 15A - *14 25A - *10 35A - #6 20A - *12 30A - *8 WALLS NOT MORE THAN 4'-0" O.C. INCLUDIND RAFTERS AND JOISTS PARALLEL SPECIFIED TO R:EGIEVE ANOTHER MATERIAL OR THICKNESS. WATER-TIGHT INCLUDING INTERSECTIONS OF VERTICAL SURFACES SLOPING SURFACES � ROOFS AT ALL VALLEYS, TO WALLS. (B) TAPING AND FLUSH SANDING AND SPONGING OF ALL GYPSUM BOARD AROUND CRICKETS CHIMNEY FLASHINGS, (F) ALL RECEPTACLES TO BE GROUNDED TYPE. ALL RECEPTACLES TO BE (E) RAFTERS SHALL BE SECURED TO BEARING POINTS WITH ONE 5IMP50N H2 INSTALLATION EXCEPT GARAGE WHICH SHALL BE TAPED ONLY. PIPE FLASHINGS, DOOR 4 WINDOW HEADS AND SILL FLASHINGS. LOCATED I'-2" FROM FLOOR SEISMIC ANCHOR PER RAFTER (C) GARAGE SHALL BE FINISHED WITH 5/8" FIRE SHIELD GYPSUM BOARD "X" (B) ROOF MEMBRANE SHINGLES. (G) ALL WATER HEATERS TO BE CONNECTED IN ACCORDANCE WITH THE (F) ALL MEMBERS FRAMING INTO GIRDERS SHALL BE ANCHORED OR TIED TO RATED. WHEN T.J.I. TYPE JOISTS ARE USED ABOVE THE GAR:AGEUSE (2) LAYERS (C) SCUPPERS. CONNECTED UTILITY COMPANY'S REQUIREMENTS. SECURE CONTINUITY. OF 5/8" x RATED GYPSUM BOARD WALLS AND CEILINGS IN BATHROOMS, (H) TOTAL NUMBER OF ELECTRICAL OUTLETS = (G) THE ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS LAVORATORY AND KITCHEN TO HAVE MOISTURE RESISTANT GYPSUM BOARD. MATERIALS : (1) TOTAL NUMBER OF ELECTRICAL SWITCHES = (J) TOTAL NUMBER OF ELECTRICAL FIXTURES = SHALL BE PROVIDED WITH A 1/2" AIR SPACE ON TOP, SIDES AND END UNLESS (A)FLASHINGS SHALL BE PLAIN ALUMINUM OR AS INDICATED ON DRAWINGS. (K) PROVIDE GF.C.I. OUTLETS IN ALL AREAS AS REQUIRED BY CODE. APPROVED NATURALLY DURABLE OR PRESSURE TREATED WOOD IS USED. FINISHED CARPENTRY: CONTRACTOR SHALL FURNISH, INSTALL AND COMPLETE (B) ROOFING SHALL BE 240/260* SHINGLES AS MANUFACTURED BY G.A.F. (H) THE ENDS CSF ALL WOOD BEAMS THAT REST ON GIRDERS SHALL BEAR NOT ALL FINISHED CARPENTRY AND MILLWORK AS SHOWN ON THE DRAWINGS OR (C) ROOF LEADERS ARE t0 BE LOCATED IN THE FIELD AND INSTALLED IN AN GLASS AND GLAZING - SPECIFICATIONS 4 NOTES LESS THAN 4 INCHES OR SHALL BE SUPPORTED IN APPROVED METAL STIRRUPS,' HEREIN SPECIFIED INCLUDING: APPROVED MANNER PER SITE AND ORIENTATIONS 4 SHALL DRAIN AWAY FROM SCOPE: INSTALL FIXED GLASS SUCH AS WINDOWS AT FRONT ENTRANCE AREA HANGERS OR ON WOOD LEDGES. THE FOUNDATION. LEADERS AND GUTTERS SHALL BE ALUMINUM UNLESS AND AS INDICATED ON DRAWINGS. (1) BEAMS FRAMING FROM OPPOSITE SIDES SHALL EITHER LAP AT LEAST SIX (A) EXTERIOR 4 INTERIOR DOORS 4 FRAMES, CABINETS, SHELVING ETC. SPECIFIED OTHERWISE. INCHES AND BE BOLTED OR SPIKED TOGETHER. WHEN FRAMING END TO END (B) WOOD WINDOWS AND FRAMES. MATERIALS: ALL FIXED SASH WINDOWS TO BE 1/2" INSULATING GLASS JOINED THE BEAMS SHALL BE SECURED TOGETHER BY APPROVED TIES, STRAPS, (C) INTERIOR TRIM AND EXTERIOR FASCIAS. FLASHINGS : AND SEALED AIR TIGHT AT THE EDGE IN SIZES INDICATED ON THE DRAWINGS. PLATES OR SHEATHING. (p) INTERIOR AND EXTERIOR SOFFITS. ROUGH OPENINGS SHALL BE 1/2" LARGER THAN OVERALL WINDOW SIZE AND (J) FASTENINGS WHICH ARE EXPOSED SHALL BE HOT DIP GALVANIZED AND BE (E) BATHROOM AND POWDER ROOM CABINETS AND ACCESSORIES. (A) THE EXPOSED EDGES OF ALL FLASHINGS SHALL BE DOUBLED BACK 1/2" IN WINDOWS SHALL BE SET WITH SILICONE SEALANT OR APPROVED EQUAL. OF SIZES OR TYPES AS INDICATED HEREIN OR ON THE DRAWINGS. (F) STAIRS AND RAILS. SUCH A MANNER AS t0 CONCEAL THEM FROM VIEW AND PROVIDE THEM WITH (G) CHAIR RAILS 4 WAINSCOT AS INDICATED ON CONTRACT DRAWINGS. STIFFNESS. FIRE PROTECTION (H) CUTTING, FITTING 4 PATCHING AS REQUIRED BY THE WORK OF OTHER TRADES. (B) CHIMNEY FLASHINGS AS PER DETAIL ARCHITECTURAL DRAWINGS. WINDOWS PER NJ IBC/ IRC: (1) KITCHEN CABINETS, ACCESSORIES, FIXTURES AND EQUIPMENT. (C) DOOR AND WINDOW FLASHINGS TO BE INSTALLED IN ACCORDANCE WITH CONTRACTOR TO INSTALL ALL FIREPROOFING 4 RATED MATERIAL AS REQUIRED HIGHEST STANDARD PRACTICE. WINDOW SIZES SHOWN ON PLAN ARE NOMINAL AND MAY VARY BASED ON THE BY CODE AND AS INDICATED ON THE ARCHITECTURAL PLANS AND THE INSTALLATION OF FINISH WOODWORK : JOINTS IN FINISH WOODWORK SHALL BE (D) VENT PIPE FLASHINGS SHALL BE COPPER OR ALUMINUM AND BE INSTALLED ACTUAL MANUFACTURER SELECTED. APPROVED EGRESS WINDOWS MEETING THE SPECIFICATIONS, SUCH AS I HOUR RATED SHEETROGK BEHIND KITCHEN COOKING NEATLY MATCHED AND MITERED. FINISH WOODWORK SHALL BE FREE OF HAMMER IN ACCORDANCE WITH HIGHEST STANDARD PRACTICE. FOLLOWING REQUIREMENTS ARE TO BE PROVIDED AT EACH SLEEPING ROOM:(E) ALL OTHER FLASHINGS AS REQUIRED TO BE IN ACCORDANCE WITH HIGHEST APPLIANCES, AF30VE FURNACE, AND THE GARAGE WALLS AND CEILINGS MARKS OR CRACKS OR CHIPS IN THE PLASTIC LAMINATE. EXPOSED EDGES OF STANDARD PRACTICE. (A) THE MAXIMUM HEIGHT FROM THE FINISHED FLOOR TO THE BOTTOM OF THE TRIM SHALL BE CAPPED. FINISHED NAILS SHALL BE USED FOR ATTACHING THE REQUIRED OPENING SHALL NOT EXCEED 441I . FIRESTOPPING 4 DRAFT STOPPING FINISH WOODWORK. NAILS SHALL BE COUNTERSUNK AND PLUGGED. HEATING - SPECIFICATIONS $ NOTES (B) MINIMUM NET CLEAR OPENING = 5.1 SQUARE FEET (C;) MINIMUM NET CLEAR OPENING HEIGHT = 24" (A) FIRESTOPPING MATERIALS: FIRESTOPPING MAY BE COMBUSTIBLE MATERIALS: HEATING UNIT LOCATION AND TYPE OF FUEL SHALL BE AS SPECIFIED ON (D) MINIMUM NET CLEAR OPENING WIDTH = 20" MATERIALS CONSISTING OF WOOD NOT LESS THAN 2 INCHES NOMINAL THICKNESS ARCHITECTURAL PLANS. THE MECHANICAL CONTRACTOR IS TO DESIGN THE WITH TIGHT JOINTS± OR TWO LAYERS OF 1 INCH NOMINAL THICKNESS ASSEMBLED (A) GUTTERS, LEADERS AND EXTERIOR SOFFITS TO BE ALUMINUM. SYSTEM SO THAT IT SHALL BE ADEQUATE TO HEAT TO 10 DEGREES INSIDE WITH IN ADDITION t0 STRUCTURAL INFORMATION CALLED FOR ON THE PLANS, THE SO THAT THERE ARE NOT THROUGH JOINTS OR OF 1/2" EXTERIOR TYPE PLYWOOD (B) GARAGE DOORS SHALL BE WOOD WITH HORIZONTAL FLUSH PANELS 4 0 DEGREES OUTSIDE AND WIND VELOCITY OF 15 MPH. SYSTEM TO HAVE OUTLETS CONTRACTOR IS TO DOUBLE EVERY OTHER THIRD FLOOR JOISTS SUPPORTING WITH JOINTS BACKED, OR NON-COMBUSTIBLE LATH, PLASTERBOARD AT LEAST OVERHEAD TRACKS AND LOCKS. IN EACH ROOM AND RETURNS FROM ALL ROOMS EXCEPT THE KITCHEN, LAUNDRY KITCHENS, BATHS, LAUNDRY ROOMS, MECHANICAL EQUIPMENT SPACES OR 3/8" THICK OR, SHEET METAL AT LEAST 0.022 INCH THICK, SOLID WEB METAL (C) WINDOWS SHALL BE AS INDICATED ON DRAWINGS. AND BATHROOM. ALL TRUNKS, RISERS, RUNS AND RETURNS TO BE COMPLETELY FLOORS TO RECIEVE TILE OR STONE FINISHES. STRUCTURAL MEMBERS, CEMENT BOARD AT LEAST 1/4" THICK, OR EQUIVALENT (p) FRONT DOOR TO BE STANDARD "Morgan" OR EQUAL AS INDICATED ON SEALED IN THE METAL OR FLEXIBLE DUCTS. ALL DUCTS IN OUTSIDE OF WALLS RIGID NON-COMBUSTIBLE MATERIAL. MINERAL, SLAG, OR ROCKWOOL MAY BE DRAWINGS. AND UNCONDITIONED AREAS TO BE INSULATED. ALL RISERS TO HAVE THE CONTRACTOR IS TO INSTALL NON-SKID FLOOR SURFACES ON ALL AREAS USED FOR FIRESTOPPING OR DRAFT STOPPING WHEN COMPACTED SOLIDLY INTO (E) OTHER EXTERIOR DOORS SHALL BE SOLID GORE MAHOGANY FINISH. BALANCING DAMPERS. ENTIRE MECHANICAL SYSTEMS SHALL CONFORM TO THE SUBJECT To WET CONDITIONS, SUCH AS - LAUNDRY ROOMS, KITCHENS, BATHS, A CONFINED SPACE. (F) GARAGE MAN DOOR TO LIVING SPACES SHALL BE 1-1/2 HOUR RATED SOLID BOCA MECHANICAL CODE. VESTIBULES AND AREAS ADJACENT TO SWIMMING POOLS. (B) INTERIOR FINISHES SHALL MEET ALL CODE REQUIREMENTS SUCH AS FOR CORE WOOD FIREPROOF SELF-CLOSING 4 METAL CLAD. (A) ELECTRIC WATER HEATER SHALL HAVE STAND-BY LOSS NOT EXCEEDING 4 PANELING THICKNESS AND DIMENSIONS FROM SUPPORTING WALLS. (G) ALL INTERIOR DOORS TO BE WOOD FINISH HOLLOW GORE DOORS. WATTS PER SQUARE FOOT OF TANK SERVICE. (C) ALL FIRIESTOPPING SHALL BE CONTINUOUSLY MAINTAINED. (B) GAS AND OIL FIRED WATER HEATERS SHALL HAVE MINIMUM RECOVERY (D) FIR:ESTOPPING 4 DRAFT STOPPING SHALL NOT BE CONGEALED FROM VIEW WOOD PRESERVING: ALL EXTERIOR WOODWORK AND TRIM WORK SHALL BE EFFICIENCY OF 15%. UNTIL INSPECTED AND APPROVED. PRESERVED PRIOR TO INSTALLATION USING "Woodlife" OR APPROVED EQUAL (C) GAS PIPING SHALL BE PRESSURE TESTED AND INSPECTED BY PLUMBING (E) THE INSTALLATION OF ALL REQUIRED FIRESTOPPING 4 DRAFT STOPPING ACCORDING TO MANUFACTURER'S RECOMMENDED PROCEDURES. INSPECTOR BEFORE METER IS SET. SHALL BE SUBJECT TO INSPECTION BY THE TOWNSHIP BUILDING DEPT. INSPECTOR THE CONTRACTOR SHALL GIVE AMPLE NOTICE FOR THIS INSPECTION. STAIRS AND RAILINGS: STAIR TO SECOND FLOOR SHALL BE STANDARD WOODEN SPECIAL NOTE: IN ORDER TO PREVENT FREEZING OF PLUMBING LINES AND STAIR WITH OAK TREADS. ALL RAILINGS MUST CONFORM TO LOCAL CODES. PLUMBING FIXTURES, SPECIAL CARE IS TO BE TAKEN WHEN INSTALLING PLUMBING FIRESTOPPING $ DRAFT STOPPING SHALL BE PROVIDED IN THE FOLLOWING STAIRS TO HAVE PINE RISERS. LINES. INSULATE AND HEAT AND VENTILATE ALL AREAS WHERE BATHS, TOILETS LOCATIONS: OR OTHER SPACES CONTAING PLUMBING ARE INSTALLED "ADJACENT TO" OR STAIRS. THE STAIR MANUFACTURER IS TO EXAMINE THE PLANS, SPECIFICATIONS "OVER" UNHEATED SPACES. - CONCEALED WALL SPACES OF STUD WALLS AND PARTITIONS, INCLUDING AND ON SITE CONDITIONS CAREFULLY. THE STAIR MANUFACTURER IS t0 ASSURE L ALL INSULATION IS TO BE INSTALLED SO THAT THE INSULATION PROTECTS THE FURRED OR STUDDED-OFF SPACES OF MASONRY OR CONCRETE WALLS, AND AT COMPLIANCE WITH: THE OWNERS WISHES, THE PLANS SPECS AND COMPLIANCE PLUMBING LINES AND POSSIBLE DRAFTS HAVE BEEN SEALED OFF. THE CEILING AND FLOOR AND ROOF LEVELS. WITH ALL APPLICABLE CODES. IF CONDITIONS DO NOT PERMIT ADHERENCE TO 2. ALL PLUMBING LINES ARE TO BE INSTALLED " IN A OPEN SPACE"' ON THE PLUMBING CHASE IN - CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES SUCH AS SOFFITS THE ABOVE, THE MANUFACTURER IS TO NOTIFY THE OWNER, CONTRACTOR AND WARTM SIDE OF THE INSULATION. OVERHANG TO BE HEATED OVER CABINETS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. ARCHITECT AT ONCE. 3. THE OPEN SPACE CONTAINING THE PLUMBING LINES IS To BE HEATED AND e VENTILATED - STAIRWAYS, AND IN THE CONGEALED SPACES BETWEEN STAIRWAY STRINGERS VENTILATED WITH WARM AIR AT THE TOP AND BOTTOM OF THE RUN. RESIDENTIAL STAIRS PER NJ IBC/ IRC : 4. ALL PLUMBING LINES THAT PASS THROUGH UNHEATED SPACES ARE TO BE - CEILING AND FLOOR OPENINGS± AROUND VENTS, PIPE DUCTS, CHIMNEYS AND INSULATED ("SEE OVERHANG DETAIL BELOW"). 3"' CROUJN MOULDING AND FIREPLACES AT CEILING AND FLOOR LEVELS. FACTORY BUILT CHIMNEYS AND (A) MINIMUM STAIR WIDTH PERMITTED = 36" 5. THE H.V.A.C. SYSTEM IS TO BE INSTALLED SO THAT HEAT IS TRANSMITTED TO CAP FIREPLACENJ IRC/ IBC. (B) MINIMUM HEAD ROOM PERMITTED = 6'-8° THE FLOOR DUCTWORK IS TO BE INSTALLED UNDER THE FLOOR ON THE WARM - ARCHITECTURAL TRIM IN CORNICES AND OTHER EXTERIOR ARCHITECTURAL (C) TREADS AND RISERS: (see plans) SIDE OF THE INSULATION. RADIATION OR GRILLES AND REGISTERS ARE TO BE _ ELEMENTS OR WHERE ERECTED WITH COMBUSTIBLE FRAMES, AT MAXIMUM -MAX. PERMITTED RISER HEIGHT = 8-1/4" INSTALLED SO THAT THE FLOOR IS KEPT WARM. @ INTERVALS OF 20 FEET. IF NON-CONTINUOUS, SUGH ELEMENTS SHALL HAVE -MIN. PERMITTED RISER HEIGHT = 4" CLOSED ENDS, WITH AT LEAST 4 INCHES OF SEPARATION BETWEEN SECTIONS. -MIN. PERMITTED TREAD DEPTH = S" PLUMBING - IN THE SPACE BEHIND COMBUSTIBLE TRIM AND FINISH WHERE PERMITTED -(FOR CURVED OR CIRCULAR STAIR, 9" TREAD DEPTH IS TO BE MEASURED FROM UNDER CODE AND ALL OTHER HOLLOW SPACES WHERE PERMITTED IN FIRE A 12" RADIUS FROM THE SIDE WHERE THE TREAD IS NARROWER AND THE MIN. ALL PLUMBING WORK IS t0 eE DONE IN ACCORDANCE WITH NATIONAL IR- m BATT INSULATION, RESISTANT RATED CONSTRUCTION AT 10 FOOT INTERVALS, OR THE SPACE SHALL TREAD DEPTH SHALL NOT BE LESS THAN 6") STANDARD PLUMBING CODE AS AMENDED. 1" BE SOLIDLY FILLED WITH NONCOMBUSTIBLE MATERIALS. (A) DRAINAGE PIPES UNDERGROUND AND 2'-0" ABOVE CONCRETE FLOOR TO - CONGEALED SLEEPER SPACES FORMED BY FLOOR SLEEPERS IN AREAS OF (D) RAILINGS: BE CAST IRON. OTHER DRAINAGE PIPE TO BE PLASTIC. WATER SUPPLY PIPE NOT MORE THAN 100 SQUARE FEET± OR THE SPACE SHALL BE SOLIDLY FILLED -MIN. PERMITTED RAILING HEIGHT = 36" USED ABOVE GROUND TO BE COPPER TUBING TYPE M. UNDERGROUND WATER WITH NONCOMBUSTIBLE MATERIALS. -MAX. PERMITTED RAILING HEIGHT = 38" SUPPLY PIPE TO BE COPPER TUBING TYPE K. - DROPPED CEILINGS OR OTHER SUCH AREAS SHALL BE FIRE OR DRAFT -INSTALL HAND RAILS ON ALL STEPS WHICH EXCEED 2 RISERS AS PER CODE. (B) ALL FIXTURES TO HAVE STOPS AT FIXTURES. O� � STOPPED EACH 500 SQ. FT. AREA. -4 MAX. CLEARANCE BETWEEN ALL OPENINGS 4 VERTICAL SUPPORTS. (C) PROVIDE 12 AIR POCKETS At TOP OF ALL WATER LINES. G E)ETAIL (D) ALL WATER PIPING MAINS TO BE 3/4" PIPE 4 ALL FIXTURE RUNS TO BE 1/2" 0 2 FT 4 FT 6 FT 8 FT PROTECTION OF WOOD CONSTRUCTION (E) GUARDS: EACH. -REQUIRED GUARD RAIL HEIGHT = 36" MIN. - 42" MAX. AS PER CODE. (E) FIXTURE GROUP t0 HAVE SEPARATE TUBI OFF VALVE. VALVE EACH (A) EXPOSED WOOD JOIST OR 1100D STRUCTURAL FLOORS, WOOD GIRDERS, OR -OPEN GUARD RAILS OR STAIR RAILS SHALL HAVE BALLUSTERS OR OTHER FIXTURE WITHIN ROOM OF FIXTURE. SCALE IN FEET SILLS SHALL BE: WALMONIZED OR SHALL BE OF AN EQUIVALENT RESISTANT WOOD CONSTRUCTION SUCH THAT A SPHERE WITH A DIAMETER OF 4" CANNOT PASS (F) CONTRACTOR IS RESPONSIBLE TO CHECK SOIL PIPE HEIGHT AND LOCATION SPECIES. THROUGH ANY OPENING. AND TO ADJUST JOB CONDITIONS. (B) SLEEPERS, SILLS, COLUMNS, AND POSTS SUPPORTED ON CONCRETE OR (G) SHOWER HEAD t0 BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT MASONRY PIERS SHALL BE WOLMONIZED OR SHALL BE OF AN EQUIVALENT FINISH HARDWARE TOTAL FLOW TO MAXIMUM 3.0 G.P.M. RESISTANT SPECIES. FINISH HARDWARE SHALL BE SELECTED FROM THE CONTRACTORS STANDARD (H) MINIMUM PITCH TO DRAIN SHALL BE 1/4" DROP PER I'-0" OF RUN. (C) WOOD OR PLYWOOD USED AS SIDING OR A COMBINATION OF SIDING AND LIST. CONTRACTOR TO FURNISH SCHEDULE FOR OWNER 4 ARCHITECT APPROVAL. (I) USE 1.6 GALLONS PER FLUSH TOILET. SHEATHING SHALL BE ISOLATED FROM EXPOSED GROUND BY AT LEAST 611 (J) SYSTEM SHALL BE PRESSURE BALANCED, ANTI-SCALD MIXING VALVES ARE REQUIRED IN BATHTUBS AND SHOWERS. (p) WOOD SILL ON FOUNDATION WALL TO BE WALMANIZED LUMBER AND SHALL FLOORING, CERAMIC TILE AND ACCESSORIES REV.. 1-18-2mmm BE SEALED WITH INSULATION SEALER PROVIDE ALL FLOORING AS INDICATED ON THE ARCHITECTURAL DWGS. ALL (K) USE FULL FLOW RISER VALVE WHEN BATHROOMS ARE ON SECOND FLOOR OR ABOVE. 6 \�e (E) DECK: (IF INDICATED ON DRAWINGS) THE DECK IS TO BE CONSTRUCTED UNDERFLOORS SHALL BE CLEAN, DRY AND SMOOTH BEFORE APPLICATION OF (L) FULL ACCESS PANELS ARE REQUIRED ON BATHTUBS WHEN SLIP JOINTS ARE WITH WALMONIZED LUMBER. RAILINGS (POSTS, ETC.) TO BE LAG BOLTED TO FLOORING. USED ON BATHTUB TRAPS, TUB WASTE CONNECTIONS OR CONCEALED SHUT OFF NEW GON5TRUCTION FRAMING BELOW IN A SUBSTANTIAL MANNER TO MEET CODE REQUIREMENTS. VALVES ARE USED. WEATHERSTRIPPING, INSULATION $ CAULKING - SPECS 4 NOTES MATERIALS: (M) FULL ACCESS PANELS ARE REQUIRED FOR WHIRLPOOL PUMPS. TECHNICAL NOTE5 ARTHUR EM REST RA (A) PROVIDE FINISHED FLOORS IN AREAS AS INDICATED ON ARCH. DWGS. IT IS THE INTENT OF THESE SPECIFICATIONS THAT ALLI OPENINGS BE (B) PROVIDE CERAMIC TILE FLOORS IN AREAS AS INDICATED. AND 5FECIFIG,ATION5 ARCh'ITECTSf L.L.C. WEATHERSTRIPPED 4 CAULKED TO EFFECT A TIGHT BUILDING. (C) PROVIDE OTHER FLOOR FINISHES IN AREAS AS INDICATED. FOR NEW TYPE 5-A 4 5-5 (A) WINDOWS: WINDOWS IN GENERAL ARE TO BE PRE-WEATHERSTRIPPED. INSTALLATION: INSTALL ALL FLOORING MATERIALS PER MANUFACTURER'S CONSTRUCTION 5U I LD ING5 204 WAShiNqTON STREET (B) DOORS: EXTERIOR WOOD DOORS SHALL BE WEATHERSTRIPPED WITH SPRING SUGGESTED SPECIFICATIONS. HACkETTSTOWN, NEw JERSEY 07840 BRONZE STRIPS NOT LESS THAN 32 B AND S GAUGE. CABINET WORK - SPECIFICATIONS AND NOTES PhONE: (908) 850,4494 EXTERIOR THRESHOLDS : THRESHOLDS SHALL BE EQUIPPED WITH ART@dEMARESTARChiTECTS.COM INTERLOCKING ALUMINUM SADDLES NOT LESS THAN 5'-0" WIDE AND 5/8" HIGH. THE CABINET LAYOUTS ARE TO BE AS PER THE ATTATCHED ARCH. DRAWINGS A DIVISION Of SCIA[IA & DEMAREST AND THE FOLLOWING SPECIFICATIONS. THE CABINET COUNTERS, EQUIPMENT 4 ARChiTECTS L.L.C. THERMAL INSULATION: INSULATION SHALL BE OF MINERAL MATTER MEETING THE CONNECTIONS TO THE ELECTRICAL 4 PLUMBING SYSTEM ARE TO BE FURNISHED REQUIREMENTS OF FEDERAL SPECIFICATIONS AND SHALL BE TYPE 1, BATT STYLE, AND INSTALLED PER THE OWNER'S 4 ARCHITECTS DIRECTIONS AND MUST MEET ARC ITECT CLASS A, LIGHTWEIGHT, REFLECTING. THE REQUIREMENTS OF THE LOCAL DEPARTMENT OF BUILDINGS AND THE INTER:NATIONAL/RESIDENTIAL BUILDING CODE OF THE STATE of NEW YORK Date: JULY' 22, 1999 Dwc�. No. Scale- 1/4"- 1'-0" ARTI-tUR DEMAREST, �� rawn By: DJC of 2 N.J.NLICENSE #15690 GENERAL CONDITIONS AND NOTES: ARCHITECT'S STATUS: ACCORDINGLY, THEY MAY BE SUPPLEMENTED DURING THE THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, 1. THE ARCHITECTS HAVE BEEN RETAINED TO PERFORM AT NORMAL THE ARCHITECT 15 RESPONSIBLE ONLY TO THE EXTENT OF PERFORMANCE OF THE WORK BY THE ARCHITECT OR BY THE CONDITIONS, NOTES, WORK, ETC. AT THE JOB SITE BEFORE ANY WORK SERVICE STANDARDS FOR THE PREPARATION OF THESE PLANS AND PROVIDING THE CONSTRUCTION DOCUMENTS, PLANS AND CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT TO THE IS STARTED, BE RESPONSIBLE FOR SAME AND REPORT ANY AND ALL SPECIFICATIONS. THE ARCHITECTS HAVE NOT BEEN RETAINED TO SPECIFICATIONS. THE ARCHITECT SHALL INTERPRET CONSTRUCTION EXTENT NECESSARY TO FURTHER ILLUSTRATE THE WORK AND SHALL, DISCREPANCIES TO THE ARCHITECT BEFORE WORK IS STARTED WITH VENT OR PERFORM OTHER SERVICES SUCH AS: CIVIL, MECHANICAL, SOILS, DOCUMENTS TO THE BEST OF HIS KNOWLEDGE AND BASED ON HIS AT ALL TIMES, REMAIN THE POSSESSION OF THE ARCHITECT. AMPLE TIME FOR CHANGES TO BE MADE. 2-MIN.AIR SPACE RDFGER TO ELEVVATIONSR ELECTRICAL, SPECIAL FOUNDATION, ENGINEERING OR SERVICES SUCH PROFESSIONAL OPINION, WILL DEFINE THEIR MEANING. THE ARCHITECT PROVIDE EAVE BAFFLES AS REGI. 2'MIN.AIR SPACE AS LEGAL, ENVIRONMENTAL, REAL ESTATE, CONSTRUCTION IS NOT RESPONSIBLE FOR MEANS AND METHODS OF THE ADDITIONAL DRAWINGS: WHEN THE PROJECT IS AN ALTERATION OR ADDITION TO AN EXISTING PROVIDE EAVE � BAFFLES A9 REQUIRED CONTRACTING 01R CONTRACTOR SUPERVISOR. CONTRACTOR AND IS NOT RESPONSIBLE FOR SAFETY ON THE JOB THE CONTRACTOR SHALL MAKE ALL SHOP DRAWINGS WHICH MAY BE BUILDING, CONDITIONS NOTED ON THE PLANS MAY INDICATE OR DELAYS IN CONSTRUCTION. THE ARCHITECTS HAVE NOT BEEN NECESSARY OR REQUIRED. THE SIZE OF THE DRAWINGS, THE NUMBER INVESTIGATION BY THE CONTRACTOR OF EXISTING "ENCLOSED" C AT1-IEDRAL 2. THE ARCHITECTS ARE NOT RESPONSIBLE FOR SOILS OR RETAINED FOR ANY FIELD SUPERVISION. THE ARCHITECTS SHALL NOT OF COPIES AND THE DETAILS TO BE SHOWN THEREON SHALL BE AS AREAS (SUCH AS THE LOCATION AND SIZE OF EXISTING STRUCTURAL cd3E"' IA�E, ATTI � SUBSURFACE ENGINEERING OR CONDITIONS. THE ARCHITECTS HAVE BE RESPONSIBLE NOR BE HELD LIABLE FOR SITE OR CONSTRUCTION APPROVED BY THE OWNER IN ADVANCE OF THEIR PREPARATION. MEMBERS). THE CONTRACTOR 15 TO OPEN THESE AREAS, AND DESIGNED THE FOUNDATIONS AND FOOTINGS FOR NORMAL CLASS SAFETY CONDITIONS, CONSTRUCTION MEANS OR METHODS. THE BEFORE USING ANY SHOP DRAWINGS, THE CONTRACTOR SHALL REPORT TO THE ARCHITECT, HIS FINDINGS, WITH AMPLE TIME, BEFORE SOIL, 2 TO 3 TONS PER SQUARE FOOT SOIL BEARING CAPACITIES. IF ARCHITECT IS NOT RESPONSIBLE FOR ADMINISTRATION OF THE SUBMIT PRINTS THEREOF, INCLUDING THE REQUIRED NUMBER OF CONSTRUCTION WORK OR DEMOLITION WORK IS BEGUN, SO THAT IF CONT.SOFFIT VENTS CONDITIONS AT THE SITE DO NOT MEET THIS CRITERIA OR IF SOILS CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR ACTIONS REVISED PRINTS, UNTIL THE DRAWINGS ARE APPROVED BY THE STRUCTURAL DESIGN OR MODIFICATION OF EXISTING CONDITIONS ARE LIVING A1�A EXTERIOR IBEI;rG- EXTERIOR WALLS- R-30 TIO KRAFT FAC FIBERGLASS INSULATION, INSULATION KRAFT FdCED OR SUBSURFACE CONDITIONS INDICATE ANYTHING OTHER THAN TH16 OF THE DEVELOPER, CONTRACTOR, SUB CONTRACTORS OR OWNER. AFTER APPROVAL THEREOF, NO CHANGE SHALL BE MADE NEEDED KRAFT FACED FULL WALL R-13(3 IR')2"x4"STUDS CRITERIA, THE ARCHITECT AND OWNERS ARE TO BE NOTIFIED AT OWNER-USER. THEREON UNLESS APPROVED, IN WRITING, BY THE OWNER. TRACINGS R-13(6")2"x6"STUDS CATHEDRAL CEILING- FIBEFGLASS INSULATION ONCE IF ON SITE CONDITIONS WARRANT. ENGINEERING SERVICES WILL OF SHOP DRAWINGS SHALL BE DELIVERED TO THE OWNER PRIOR TO THEY CAN BE ACCOMPLISHED WITHOUT DURESS OR CAUSING THE KRAFT FACED R-22(6 IQ')2"x 10"RAFTERS CANTILEVERS AND GARAGE R-30(9')Y'x 12"RAFTERS BE RETAINED BY THE OWNERS AND COORDINATED BY THE SCOPE OF WORK: FINAL PAYMENT. STRUCTURE TO REMAIN IN AN UNSAFE CONDITION. IN ADDITION, THE CELINGS(UNDER)IVW FIBERGLASS R-22(6 Irz")FIBERGLASS ARCHITECTS TO MAKE PROVISIONS AND PREPARE DESIGNS NEEDED THE CONTRACTOR SHALL CONSTRUCT THE PROJECT AS DESCRIBED SOIL ON WHICH FOOTINGS ARE TO BE PLACED REQUIRES INSPECTION INSULATION,KRAFT FACED. TO MEET CONDITION ENCOUNTERED. IN THE CONTRACT DOCUMENTS (THE WORKING DRAWINGS AND ERRORS AND OMISSIONS: PRIOR TO POURING CONCRETE. THE CONTRACTOR SHALL OBTAIN ALL "OTEREFER TFLOONRPLANS LIVING AREA FOR SPECIFICATIONS). THE WORD "ARCHITECT" SHALL DESCRIBE ARTHUR IF THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS, HE PERMITS REQUIRED BY ALL THE APPROPRIATE MUNICIPAL NSU" LATION REQUIREMENTS. 3. THE ARCHITECTS ARE NOT RESPONSIBLE FOR OBTAINING DEMAREST, R.A. THE PROJECT IS DESIGNED TO CONFORM WITH ALL SHALL IMMEDIATELY NOTIFY THE ARCHITECT/OWNER AND THE AUTHORITIES PRIOR TO STARTING WORK AND A CERTIFICATE OF NOTE:PLAN FOR ADDITIONAL FLOORSCOVERINGUNHEATEDAREAS- PLAN FOR ADDITIONAL to HAVE R-22(6 IR') GOVERNING BUILDING CODES AND ZONING REQUIREMENTS AND ARCHITECT/OWNER SHALL VERIFY THE SAME AND ISSUE INSTRUCTIONS OCCUPANCY OR COMPLETION UPON THE COMPLETION OF THE WORK. FN REQUI REQUIREMENTS] FLANGE KRAFT FACED, MUNICIPAL APP�:OVALS, SUCH AS BUILDING DEPARTMENT, INSULATION REQUIREMENTS. FLANGE KRAFT FdCED,OR OMIT ENVIRONMENTAL OR ZONING. THE ARCHITECTS WILL ASSIST THE OWNER THOSE ENGAGED IN THE WORK ARE DIRECTED TO MEET THOSE ENDS. IN CONNECTION THEREWITH. IF, THEREOF, THE CONTRACTOR PROCEEDS INSTALLR-6WAYROFOAM ON CRAAUL SPACEEWALLLS. AND CONTRACTOR IN THAT EFFORT AND IN INTERPRETATING ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT WITH ANY WORK AFFECTED THEREBY, HE SHALL DO SO AT HIS OWN ALL PLANS ARE REQUIRED TO HAVE THE APPROVAL OF THE CRAM SPACE REQUIREMENTS OF THESE AGENCIES AS THE NEED ARISES. IMMEDIATELY. RISK AND THE WORK SO DONE SHALL NOT BE CONSIDERED AS WORK MUNICIPAL AUTHORITIES AND OTHER AGENCIES. THE PLANS ARE ,, ; W Q �< yj . DONE UNDER AND IN PERFORMANCE OF THE CONTRACT UNLESS AND SUBJECT TO REVIEW AND COMMENT PRIOR TO COMMENCEMENT OF �� BOX BEAM-R-13(3 5/8") FIBERGLASS INSULATION 4. THE ARCHITECTS ARE NOT RESPONSIBLE FOR ACTIONS OF THE CONTRACTOR'S INSURANCE: UNTIL ACCEPTED BY THE OWNER OR ARCHITECT. CONSTRUCTION. THE ARCHITECT WILL SUPPLY THREE (3) COPIES OF 6 MIL.POLYETHYLENE FRICTION FIT RLL-WALL MOISTURE BARRIER OWNER OR CONTRACTORS. NOR HAVE THE ARCHITECTS BEEN THE CONTRACTOR SHALL FILE WITH THE OWNER, CERTIFICATES OF THE SIGNED AND SEALED SETS OF PLANS FOR THE CONTRACTOR TO R-11( BASEMENT LASS- R II!B ION FIBERGLASS RETAINED OR AIRE THEY RESPONSIBLE FOR SUPERVISION OF THE FOLLOWING COVERAGE INCLUDED BUT NOT LIMITED TO: LAWS AND ORDINANCES: PRESENT TO MUNICIPAL AUTHORITIES. NO WORK IS TO BE DONE UNTIL 2 CONCRETE SLAB F%K;K ;<L _ ✓ NCALLI 1:0 KRAFT FACED, 4"CONCRETE SLAB � CONTRACTORS, SAFETY PROVISIONS AT THE SITE, CONSTRUCTION IN ORDER TO EFFECTUATE THE WORK PROPERLY, THE CONTRACTOR A BUILDING PERMIT IS OBTAINED. 6M IL,POLYETHYLE74E SCHEDULES, MEANS AND METHODS OF THE CONSTRUCTION. A. WORKMEN'S COMPENSATION INSURANCE AS REQUIRED BY ALL SHALL COMPLY WITH ALL PROVISIONS OF FEDERAL, STATE, NOTE: IWIITTH ION SHALL MTANUFACTURERS INSTF'tE�LCOhTIENDATIED IN�ONS. UMO(NDER AALLBLAIER IVVIING GOVERNING LAW. MUNICIPAL, LOCAL AND DEPARTMENTAL LAWS, CODES ORDINANCES, INSPECTIONS: AREAS IN BASEMENT. 5, THE OWNER AND/OR CONTRACTOR ARE NOT TO REUSE THESE RULES, REGULATIONS AND ORDERS WHICH WOULD AFFECT THE WORK (THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM ANY INSUL AT ION DETAIL PLANS AND SPECIFICATIONS WITHOUT APPROVAL OF AND 8. PUBLIC LIABILITY INSURANCE COVERING ANY ONE PERSON AND AND ITS PERFORMANCE AND THOSE ENGAGED THEREIN. THE WORK IS INSPECTIONS). COMPENSATION TO THE ARCHITECTS. COVERING SEVERAL PERSONS PER THE A.I.A. DOCUMENTS AS A TO CONFORM WITH ALL GOVERNING BUILDING CODES, AND ZONING REQUIRED MINIMUM"R"VALUES MINIMUM. MORE COVERAGE MAY BE DESIRED OR NEEDED. REQUIREMENTS AND THOSE ENGAGED THEREIN ARE DIRECTED TO A. ALL REQUIRED INSPECTIONS SHALL BE BY THE MUNICIPAL wlNDows "R"VALUE DOORS "R"VALUE 6. THE BUILDING DESIGN IS INTENDED TO CONFORM WITH THE MEET THOSE ENDS. ANY DISCREPANCIES ARE TO BE REPORTED TO BUILDING OFFICIAL OR AS AGREED BETWEEN THE CONTRACTOR, BASEMENT SASH 2JO SLIDING GLASS 1.55 REQUIREMENTS OF ALL BUILDING CODES EFFECTIVE AS OF THE PROPERTY DAMAGE INSURANCE: THE ARCHITECTS IMMEDIATELY. BUILDER, OWNER OR MUNICIPAL OFFICER. DOUBLE HUNG 2.613 FRENCH 1.55 SIGNING OF THE OWNER/BUILDER CONTRACT. THE CONTRACTOR SHALL OBTAIN AND FILE WITH THE OWNER A CASEMENT/AWNING 1.90 WOOD/STORM 3.85 CERTIFICATE FOR PROPERTY DAMAGE INSURANCE COVERING EACH APPROVALS: B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE FIXED 2.00 META` 122 1. THE CONTRACTOR AND OWNER SHALL BE RESPONSIBLE FOR THE ACCIDENT AND COVERING THE AGGREGATE OF OPERATIONS MINIMUM ANY APPROVAL BY THE ARCHITECT OR ANYTHING DONE OR MUNICIPAL BUILDING OFFICIAL WITH AMPLE NOTICE TO MAKE SUCH ROOF WINDOWS/SKYLIGHTS NOTE: TO MEET THE REQUIRED MINIMUM SAFE MAINTENANCE OF THE BUILDING AND IT'S FACILITIES. PER THE ABOVE MENTIONED A.I.A. DOCUMENT REQUIRES 'IAS A PROPOSED TO BE DONE BY THE CONTRACTOR SHALL BE INSPECTIONS. SROOF KYLIGHT 1.43 TO HAVE UES GIVEN,wINLASSAND MINIMUM". MORE COVERAGE MAY BE DESIRED OR NEEDED. CONSTRUED MERELY TO MEAN THAT AT THAT TIME THE ARCHITECT SKYLIGHT 1.43 ST HAVE INSULATING GLASS AND/oR STORM PANELS/WINDOWS. S. ALL MATERIALS, FORMS, ASSEMBLIES AND METHODS OF KNOWS OF NO GOOD REASON FOR OBJECTING TO THERETO: AND NO EXECUTION OF CONSTRUCTION WORK CONSTITUTES CONFORMANCE WITH CONSTRUCTION AND SERVICE EQUIPMENT SHALL BE THE THE CONTRACTOR SHALL OBTAIN INSURANCE AND PROVIDE SUCH APPROVAL SHALL RELIEVE THE CONTRACTOR FROM HIS FULL THE AGREEMENTS TO ALL PROVISIONS STATED HEREIN. Nor- SEE DRAWING GC-I "THERhIAL RESISTANCE OF BUILDING COMPONENTS"FOR ADDITIONAL INFOWATION. RESPONSIBILITY OF THE CONTRACTOR AND MEET ALL MUNICIPAL CERTIFICATES OF INSURANCE TO THE OWNER. THE CERTIFICATES RESPONSIBILITY FOR THE COMPLETE AND ACCURATE PERFORMANCE ENERGY CONSERVATION CODE: REQUIREMENTS. SHALL CONTAIN A 30 DAY NOTICE OF CANCELLATION CLAUSE OF THE WORK IN ACCORDANCE HEREWITH OR FROM ANY DUTY, INSTRUCTION TO BIDDERS: NOTE:ALL MATERIALS AND METHODS USED M CONSTRUCTION SHALL COMPLY WITH THE LATEST ENERGY CONSERVATION ADDRESSED TO OWNER. OBLIGATION OR LIABILITY IMPOSED UPON HIM BY THE CONTRACT OR CODE. GENERAL CONDITIONS: FROM RESPONSIBILITY FOR INJURIES TO PERSONS OR DAMAGE TO 1. ADDRESSING ENVELOPES: BIDDER'S PROPOSAL SHALL BE PLACE AIR LEAKAGE-MINIMUM WLTRATION RATES: "THE STANDARD FORMS OF AGREEMENT BETWEEN ARCHITECT AND DISPUTE RESOLUTION: PROPERTY. IN AN ENVELOPE OF THE CONCERN SUBMITTING THE PROPOSAL, WINDOWS 0.50 CFM PER LIN.FT.OF SASH CRACK OWNER, 8151, AND OWNER AND CONTRACTOR, A101, 8201 GENERAL IN ADDITION TO ARTICLE NO. -1 OF A.i-A. DOCUMENTS 8-151 BETWEEN SEALED AND FORWARDED TO THE OWNER. SLIDING DOORS 0.50 CFM PER SQ.FT.OF DOOR AREA CONDITIONS OR EQUAL A.I.A. AGREEMENT, LATEST CONDITIONS, THE OWNER AND ARCHITECT THE FOLLOWING IS INCLUDED: CONTRACTOR'S REPRESENTATIVE: SWINGING DOORS 125 CFM PER SQ.FT.OF DOOR AFMA STANDARD DOCUMENTS OF THE AMERICAN INSTITUTE OF ARCHITECTS DURING THE PERFORMANCE OF ANY WORK AT THE SITE, THE 2. DRAWINGS, SPECIFICATIONS AND OTHER DATA- ALL DRAWINGS AND THE AIR FILTRATION RATE FOR SWINGING,REVOLVING OR SLIDING DOORS IN OTHER THAN RESIDENTIAL BUILDINGS SHALL ARE THE BASIS OF AGREEMENTS UNDER WHICH WORK IS TO BE A" THE GENERAL CONTRACTOR AGREES TO SETTLE ANY DISPUTE CONTRACTOR SHALL HAVE A REPRESENTATIVE THEREAT WHO SHALL SPECIFICATIONS SHALL BE RETURNED TO THE OWNER WITH THE NOT EXCEED(11)ELEVEN CFM PER LINEAL FOOT OF DOOR CRACK PERFORMED, AND, EXCEPT AS MODIFIED AND SUPPLEMENTED BY THE BETWEEN THE GENERAL CONTRACTOR AND SUB-CONTRACTORS, BE AUTHORIZED BY THE CONTRACTOR TO SUPERVISE THE WORK AND PROPOSAL, OR MAILED NO LATER THAN THE DATE THE PROPOSALS A EXTERIOR WALLS:500 AVERAGE DEGREE DAYS USING DOUBLE GLAZING U VALUE - .14,R VALUE -1J CODE REQUIRES PARAGRAPHS HEREIN, ARE THE AGREEMENTS ON WHICH ALL MATERIAL SUPPLIERS OR ANY OTHER ENTITY WHICH THE GENERAL BE RESPONSIBLE FOR SAFELY CONDUCTING OPERATIONS AND ARE TO BE MAILED. 3-1/211 BLANKET INSULATION.(R-13) CONTRACTS FOR THIS PROJECT WILL BE 5ASED-11 CONTRACTOR HAS ENGAGED TO EXECUTE THE PROJECT AND ACTIVITIES. B.CEILING-ROOF ASSEMBLIES:CODE REQUIRES 6"BLANKET INSULATION IN ALL SPACES ABOVE HEATED AREAS.(R-30) C.FLOORS ABOVE UNHEATED AFMAS:CODE REQUIRES 6"BLANKET INSULATION OVER ALL UNHEATED BASEMENT,CRAWL HEREBY INDEMNIFIES THE OWNER AND ARCHITECT AGAINST ANY SUCH 3. DISCREPANCIES: SHOULD A BIDDER FIND DISCREPANCIES OR SPACE AND GARAGE.(R-19 AND R-30) SUPPLEMENTARY CONTRACT DOCUMENTS AND GENERAL CONDITIONS: DISPUTES OR CLAIMS. INSPECTIONS: AMBIGUITIES IN, OR OMISSIONS FROM THE DRAWINGS OR THERMAL RESISTANCE OF BUILDING COI'7P01"ENTSs PLANS AND SPECIFICATIONS ARE COMPLIMENTARY. ALL LABOR AND ALL CONTROLLED INSPECTIONS SHALL BE PERFORMED BY THE SPECIFICATIONS, OR SHOULD HE BE IN DOUBT AS TO THEIR MEANING, BUILDING COMPONENT R VALUE U VALUE CODE VALUE REQUIRED MATERIAL REQUIRED TO FULLY CARRY OUT AND COMPLETE THE 8. THE OWNER AGREES TO SETTLE ANY DISPUTE BETWEEN THE BUILDING DEPT_ OFFICER. HE SHALL AT ONCE NOTIFY THE ARCHITECTS OR OWNER, WHO MAY EXTERIOR WALL(OPAQUE) R-13 0.016 uw- 0.08 INTENTIONS OF THE DRAWINGS AND SPECIFICATIONS SHALL BE OWNER AND GENERAL CONTRACTOR OR ANY OTER ENTITY THE SEND AN ADDENDUM. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR CONSIDERED PART OF THIS CONTRACT, WHETHER OR NOT OWNER HAS ENGAGED TO EXECUTE THE PROJECT AND HEREBY THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ANY ORAL INSTRUCTIONS. GLAZING 2.02 050 LIG 0,61B SPECIFICALLY MENTIONED HEREIN. INDEMNIFIES THE ARCHITECT AGAINST SUCH DISPUTES OR CLAIMS. PERSON DESIGNATED, WITH AMPLE NOTICE, TO MAKE SUCH DOORS(TO UNHEATED SPACES) 250 0.40 UD 0.40 INSPECTIONS. 4. AWARD OR REJECTION OF BIDS: THE CONTRACT WILL BE AWARDED FLOORS(OVER UNHEATED SPACES) R-19 0.05 uF - 0.06 INTENT OF THIS SPECIFICATION AND GENERAL CONDITIONS: THE CONSTRUCTION CONTRACTOR AND OWNER WAIVE ANY CLAIMS TO THE LOWEST RESPONSIBLE BIDDER COMPLYING WITH CONDITIONS ROOF/CEILING R-30 003 UR- 005 MENTION HEREIN OR INDICATIONS ON DRAWINGS OR ARTICLES, AGAINST THE ARCHITECT IN SITUATIONS INVOLVING DISPUTES REPORTS OF ALL INSPECTIONS OF MATERIALS AND REQUIRED TESTS OF THE INVITATION FOR BIDS, PROVIDED HIS BID IS REASONABLE SPECIAL NOTE, IN ORDER TO PREVENT FREEZING OF PLUMBING LINES AND PLUMBING FIXTURES,SPECIAL CARE IS TO BE TAKEN WHEN INSTALLING PLUMBING LINES.INSULATE AND HEAT AND VENTILATE ALL AREAS WHERE BATHS,TOILETS OR OPERATIONS, METHODS OR MATERIALS, REQUIRES THAT THE BETWEEN THE OWNER AND CONTRACTOR. SHALL BE FILED WITH THE OWNER WITH A SIGNED STATEMENT BY THE AND IT IS TO THE INTEREST OF THE OWNER TO ACCEPT IT. THE OTHER SPACES CONTAINING PLUMBING ARE INSTALLED "ADJACENT TO"OR"OVER"UNHEATED SPACES. CONTRACTOR PROVIDE EACH ITEM MENTIONED, INDICATED OR PERSON DESIGNATED FOR SUCH INSPECTION BEFORE FINAL PAYMENT. BIDDER TO WHOM THE AWARD IS MADE WILL BE NOTIFIED AT THE L ALL INSULATION Is TO BE INSTALLED SO THAT THE BUILDING INSULATION PROTECTS THE PLUMBING LINES AND POSSIBLE IMPLIED TO ACHIEVE THE INTENDED "PROJECT", BUILDING AND SITE THE OWNER SHALL PROVIDE ALL NECESSARY SURVEYS, SOIL EARLIEST POSSIBLE DATE. DRAFTS HAVE BEEN SEALED OFF. WORK, ACCORDING TO THE METHODS OF BEST CONSTRUCTION REPORTS AND PERTINENT DATA NEEDED OR REQUESTED BY THE INSPECTIONS INCLUDE BUT SHALL NOT BE LIMITED TO: 2.ALL PLUMBING LINES ARE TO BE INSTALLED - IN AN OPEN HEATED SPACE"ON THE WARTM SIDE OF THE INSULATION. PRACTICE (OR OF QUALITY OR METHOD SPECIFICALLY NOTED.) IN NO ARCHITECT IN ORDER TO PREPARE PLANS AND SPECIFICATIONS. THE OWNER, HOWEVER, RESERVES THE RIGHT TO REJECT ANY AND 3.THE OPEN SPACE CONTAINING THE PLUMBING LINES IS TO BE HEATED AND VENTILATED WITH WARM AIR EVENT IS ANY ARTICLE, OPERATION, METHOD OR MATERIAL TO FALL A. SUB SOIL TEST ALL BIDS AND TO WAIVE ANY INFORMALITY IN BIDS RECIEVED 4.ALL PLUMBING LINES THAT PASS OVER OR ADJACENT TO UNHEATED SPACES ARE TO BE INSULATED("SEE OVERHANG BELOW BEST QUALITY AND FIRST CLASS TRADE. SAFETY STANDARDS OWNER'S INSURANCE: 8. INSPECTION OF SUB-GRADE PRIOR TO INSTALLATION OF ANY WHENEVER SUCH REJECTION OR WAIVER 15 IN THE INTEREST OF THE DETAIL BELOW"). AND ZONING ANIS CODE REQUIREMENTS. IN EVENT OF CONFLICTING THE OWNER SHALL EFFECT AND MAINTAIN ALL INSURANCE COVERAGE FOOTINGS. OWNER 5.THE H.V.4.C.SYSTEM IS TO BE INSTALLED SO THAT HEAT IS TRANSMITTED TO THE FLOOR DUCTWORK IS TO BE INSTALLED THE OWNER ALSO RESERVES THE RIGHT TO REJECT ANY AND UNDER THE FLOOR ON THE WAF;"SIDE OF THE INSULATION.RADIATION OR GRILLES AND REGISTERS ARE TO BE INSTALLED STANDARDS, CODES OR SPECIFICTION REQUIREMENTS, THE METHOD, DESCRIBED IN THE A.I.A. AGREEMENTS AND GENERAL CONDITIONS, C. FIRESTOPPING OF: ALL BIAS AT HIS DISCRETION. 60 THAT THE FLOOR IS KEPT WARM. EQUIPMENT AND OPERATION OR MATERIAL OF BEST AND SAFEST AND FIRE INSURANCE COVERAGE AS NEEDED. D. PLACING OF CONCRETE MATERIALS FOR STRUCTURAL ELEMENTS. ro° STUD WALL QUALITY IS TO GOVERN THE WORK. ALL EQUIPMENT AND MATERIAL IS E. FRAMING. COMMENCEMENT AND EXECUTION OF WORK INDICATED ON THESE W/ R-19 BATT TO BE NEW AND IS TO BE INSTALLED ACCORDING TO ALL INSURANCE DESCRIBED HEREIN IS A RECOMMENDED MINIMUM. F. FOUNDATIONS. GENERAL CONDITIONS, TECHNICAL NOTES AND CONSTRUCTION INSUL. MIN. INTERIOR PLUMBING CHASE IN '' R-3© BATT OVERHANG TO BE MANUFACTURER. RECOMMENDATIONS UNLESS OTHERWISE SPECIFIED. MORE COVERAGE MAY BE NEEDED. G. ELECTRICAL, PLUMBING .AND MECHANICAL. DOCUMENTS CONSTITUTE ACCEPTANCE OF ALL STATEMENTS, HEATED $ V1=NTILATED. ALL WORK, ARTICLES, OPERATIONS, METHODS AND MATERIALS ARE AGREEMENTS AND DESIGNS - PROVISIONS AND CLAUSES CONTAINED INSUL. MIN. TO BE APPROVE=D BY GOVERNING BUILDING OFFICIALS. VISITING THE SITE: FINAL INSPECTION: HEREIN AND THE OWNER/ARCHITECT A.I.A. DOCUMENT 5-151 AND THE W&" EXTERIOR THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WHEN, IN THE OPINION OF THE CONTRACTOR, THE WORK IS COMPLETED OWNER/CONTRACTOR A.I.A. DOCUMENT A-105 AND A-205 - OR A-10-1, R-30 STUD WALL W/ R-19GENERAL RESPONSIBILITY: WITH THE CONDITIONS WHICH EXIST. THE CONTRACTOR SHALL INFORM AND READY FOR FINAL INSPECTION, HE SHALL NOTIFY THE OWNER LATEST EDITIONS. INSU BATTBATT INSUL. MIN. THE CONTRACTOR SHALL LAY OUT ALL WORK. BE RESPONSIBLE FOR THE OWNER AND ARCHITECTS OF ANY CONDITIONS WHICH ARE NOT AND BUILDING DEPARTMENT OFFICIAL AND THE OWNER EITHER IN INSUL. MIN. =4" STUD WALLS W/ R-13 IT'S CORRECTNESS AND SAFETY AND SHALL PROVIDE ALL COVERED BY THE WORKING DRAWINGS OR SPECIFICATIONS OR PERSON OR BY A DESIGNATED REPRESENTATIVE, WILL INSPECT THE O5CXE BATT INSUL. MIN. NECESSARY LINES, LEVELS AND DIMENSIONS AS NOTED. ALL DISCREPANCIES IN EXISTING CONDITIONS. WORK. BEFORE A CERTIFICATE OF FINAL COMPLETION WILL BE ISSUED 0DET41L MEASUREMENTS MUST BE VERIFIED AT THE SITE AND BUILDING BY THE BY THE OWNER AND BUILD'NG DEPARTMENT OFFICIALS, ANY DEFECTS NOT TTO SCALE CONTRACTOR AND TRADES BEFORE ORDERING MATERIALS OR LAYOUT OF WORK: OR OMISSIONS NOTED ON THIS INSPECTION MUST BE MADE GOOD BY DOING ANY WORK" ANY DISCREPANCIES IN SITE, SOIL CONDITIONS, A SURVEY IS TO BE MADE AVAILABLE FROM THE OWNER TO THE THE CONTRACTOR 1. OWNERS SIGNATURE EXISTING BUILDING CONDITIONS, PLANS AND DETAILS MUST BE CONTRACTOR BEFORE STARTING WORK. THE CONTRACTOR SHALL APPROVAL DATE REPORTED TO THE ARCHITECT AT ONCE. NO CHANGES OR LAY OUT THE WORK AND ESTABLISH ELEVATIONS, ACCURATELY SURVEYS: SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY OWNER AND MARKED ON SUBSTANTIAL BATTER BOARDS. FINAL SURVEY - AN ACCURATE AND COMPLETE PROPERTY SURVEY, ARCHITECT. MADE AND SEALED BY A PROFESSIONAL LICENSED LAND MEASUREMENTS AND DIMENSIONS: SURVEYOR, MAY BE REQUIRED. AFTER COMPLETION OF ALL WORK, 2. CONTRACTORS SIGNATURE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE MEASUREMENTS AND DIMENSIONS, INDICATED ON THE DRAWINGS ARE THIS SURVEY MAY BE REQUIRED TO SHOW LOCATION OF NEW WORK, APPROVAL DATE MAINTENANCE OF THE SITE, BUILDING AND ITS FACILITIES AND NOMINAL. THEY SHALL BE ADHERED TO WHEREVER PRACTICAL. ELEVATION OF FLOOR LEVELS, ELEVATIONS OF FINISHED GRADES PROVIDE NEEDED INSURANCE COVERAGE REQUIRED BY LAW AND MAJOR DEVIATIONS IN DIMENSIONS SHALL BE BROUGHT TO THE AND ELEVATIONS AT PROPERTY LINE INTERSECTIONS, LOCATION AND GOOD STANDARD PRACTICE. ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH WORK. PRIOR TO BOUNDRIES OF THE LOT, AND ALL BUILDINGS. IF MUNICIPAL OR OTHER SPECIAL NOTE CONCERNING CHANGES: CONTRACTOR'S PURCHASE OF ANY BUILT-IN EQUIPMENT OR AGENCIES REQUIRE SUCH A SURVEY, SHALL BE ORDERED BY THE ALL MATERIALS, FORM ASSEMBLIES AND METHODS OF CONSTRUCTION CABINETS, THE CONTRACTOR IS TO TAKE FEILD DIMENSIONS AND CONTRACTOR AND PAID FOR BY THE OWNER. NO CHANGES ARE TO BE MADE TO THE BUILDING WHICH DEVIATE AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. FROM THESE GENERAL CONDITIONS, TECHNICAL NOTES OR AND ARE THE RESPONSIBILITY OF THE CONTRACTOR: THE CONTRACTOR IS TO PROTECT AREAS ADJACENT TO THE WORK CONSTRUCTION DRAWINGS, WITHOUT PRIOR APPROVAL BY THE GENERAL TAXES: AND SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED DURING THE ARCHITECTS. IF THE CONTRACTORS OR OWNERS PROCEED WITH ANY ARAUR D A REST RA A- THEY SHALL HAVE BEEN ACCEPTED BY GOVERNING LOCAL AND THE CONTRACTOR IS LIABLE FOR ALL STATE AND FEDERAL PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL MAINTAIN THE CHANGES WITHOUT PRIOR APPROVAL BY THE ARCHITECTS THEY WILL CONDITIONS FOR STATE AGENCIES CODES AT THE EFFECTED DATE OF THE CONTRACT EMPLOYER'S AND EMPLOYEE'S TAXES, SALES TAXES AND JOB SITE AND BUILDING IN A NEAT, CLEAN AND SAFE CONDITION AND DO SO AT THEIR OWN RISK AND SUCH CHANGES MAY REQUIRE � � CON�J-rLIC-�-IO� ARChiTECT OR BY THE BOARD OF STANDARDS, OR WITHHOLDING TAXES. SHALL, AT COMPLETION OF THE JOB, TURN OVER THE SITE AND REMOVAL. S L.L.C. BUILDING TO THE OWNERS IN A CONDITION SUITABLE TO MOVE IN, ALL AND ALTERAT IONCJ B. SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED GUARANTEE: SURFACES SHALL BE CLEAN AND READY FOR FURNISHING. WORK INCLUDED: 204 WAShiNgTON STREET CODE TEST METHODS. THE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL WORK HACICETTSTOWN NEw JERS 07840 FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EY AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE GIVEN TO THE ACCEPTANCE OF THE BUILDING AND A CERTIFICATE OF OCCUPANCY MAINTENANCE OF THE BUILDING AND ITS FACILITIES AND IS EQUIPMENT REQUIRED TO COMPLETE ALL WORK SHOWN ON THE CO ,5TRUCTION TYPE PHONE: (908) 850.4494 BUILDING DEPARTMENT BEFORE COMMENCEMENT OF WORK AND A IS OBTAINED. RESPONSIBLE FOR CONSTRUCTING THE WORK ACCORDING TO PLANS DRAWINGS HEREIN SPECIFIED OR BOTH IMPLIED, INCLUDING BUT NOT FJ _A AND 5 -5 ART@dEMARESTARChiTECTS.COM BUILDING PERMIT OBTAINED BEFORE STARTING ANY WORK. AND SPECIFICATIONS. LIMITED TO THE FOLLOWING: CONTRACT DRAWINGS: A DIVISION Of SdAIIA & DEMAREST ALTERED GRADE-5 EXCEEDING 30 DEGREE SLOPE SHALL HAVE A THE CONTRACT DRAWINGS, WHICH ACCOMPANY AND FORM A PART OF RETAINING WALL FILED AND APPROVED BY THE DEPARTMENT OF THESE DOCUMENTS ARE ATTATCHED HEREINAFTER. THE CONTRACT ARChiTECTS, L.L.C. BUILDING BEFORE START OF SUCH WORK. DRAWINGS DO NOT SHOW ALL THE DETAILS OF THE WORK AND ARE INTENDED ONLY TO ILLUSTRATE THE CHARACTER AND EXTENT OF ARCh• ITECT THE WORK TO BE PERFORMED. . . ARTIiUR DEMAREST Date: JANUARY 1, 2020 Dvwg. No. GC .1 N.Y. LICENSE #0283 58 SCALE NOT TO SGLE N.J. LICENSE #15690 Drawn By: D-16 of HIVAC DRAWING INDEX MECHANICAL NOTES MECHANICAL LEGEND 1105 CEDAR DRIVE SOUTH EQUIPMENT IDENTITY (SEE EAST MARION, NY 11939 DWGA DRAWING NAME EQUIPMENT ABBREVIATION LIST AND SCHEDULES) ACU 1 . WHERE EXISTING DUCTWORK TO REMAIN IS CALLED FOR EITHER A CAP 1-1 EQUIPMENT DESIGNATION M-1 MECHANICAL COVER SHEET OR PATCH, CONTRACTOR SHALL CAP OR PATCH OPENING OF EXISTING Rte—SYSTEM NUMBER DUCT TO REMAIN WITH A SHEETMETAL PLATE AND SEAL WITH MINNESOTA (IF APPLICABLE) M-2 MECHANICAL FLOOR PLAN MINING Co. EC-800 SEALANT. M-3 MECHANICAL SPECIFICATIONS 2. PROVIDE A TEMPORARY CAP ON ALL OPEN DUCTWORK THAT IS TO REMAIN AND IS SCHEDULED FOR RE—ATTACHMENT TO NEW DUCTWORK. SCOPE NOTE NUMBER M-4 MECHANICAL SCHEDULES AND DETAILS I 3. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS OR PLUGS FOR PIPING. DO NOT LEAVE PIPING OPEN ENDED. /zAR0 CONNECT NEW TO EXISTING ENGINEERING 4. ALL WORK SHOWN WITH CROSS—HATCH (XXXX) IS TO BE REMOVED. ALL NEW WORK SHOWN IN PLACE OF EXISTING DUCTWORK INDICATES THE EQUIPMENT IDENTITY (SEE DEMOLITION OF THE EXISTING DUCTWORK. EQUIPMENT ABBREVIATION LIST AND SCHEDULES) 1 8 8 C L I N T O N AVE . MECHANICAL GENERAL NOTES 5. EXISTING TO REMAIN DUCTWORK SHOWN WITH A NEW CAP INDICATES THE C L I F T O N , N J 0 7 0 1 1 MEC G DEMOLITION OF ALL DUCTWORK DOWNSTREAM OF THE NEW CAP. 4SZCFM EQUIPMENT TYPE T E L ( 9 7 3 ) 2 6 2 9 0 4 8 :::EQUIPMENT SIZE 6. DEMOLITION CONTRACTOR SHALL COORDINATE ALL DEMOLITION AND EQUIPMENT CAPACITY Professional Seal REMOVAL OF DEBRIS WITH THE BUILDING AND GIVE THE BUILDING 48 AT E OFNF 1 . ALL LOW PRESSURE BRANCH DUCTWORK (SUPPLY AND RETURN) SHALL HOURS NOTIFICATION PRIOR TO THE START OF DEMOLITION. �oSHUq j BE PROVIDED WITH VOLUME CONTROL SPLITTER DAMPERS AND VOLUME ® ` q� o 7. ALL ITEMS REMOVED SHALL BECOME PROPERTY OF THE OWNER AND SUPPLY AIR DUCT UP DAMPERS RESPECTIVELY �� SHALL BE DISPOSED OF AS PER THE OWNER'S INSTRUCTIONS, UNLESS INDICATED OTHERWISE. ALL ITEMS WHICH ARE NOT TO BE EXHAUST OR RETURN AIR DUCT UP 2. PROVIDE FIRE DAMPER AT ALL 2—HOUR OR MORE FIRE RATED WALL PENETRATIONS. SHEET METAL ACCESS DOORS AS WELL AS ACCESS STORED ON SITE BY OWNERS SHALL BE REMOVED FROM THE BUILDING DOORS IN FINISHED CONSTRUCTION SHALL BE PROVIDE FOR ALL IMMEDIATELY. ,x. SUPPLY AIR DUCT DOWN FS IONAL�-��' DAMPERS, 8. ALL DEMOLITION OF WORK IN ADJACENT OCCUPIED AREA'S IS TO BE EXHAUST OR RETURN AIR DUCT DOWN 3. BORDER TYPES, COLOR, FINISHES, AND METHOD OF ATTACHMENT FOR ALL DONE AS DIRECTED BY THE BUILDING MANAGEMENT. -- DUCT WITH ACOUSTIC LINING (1" THICK U.O.N.) DIFFUSERS, GRILLES AND REGISTERS SHALL BE COORDINATED WITH THE — ARCHITECTURAL CEILING DETAILS AND SPECIFICATIONS. 9. PUBLIC AREAS SUCH AS ELEVATOR LOBBIES, PUBLIC CORRIDORS AND JOSHUA ZARO, P.E. SERVICE CORRIDORS SHALL BE PROTECTED AS DIRECTED BY THE ® CEILING SUPPLY DIFFUSER (4—WAY BLOW) NEW YORK LICENSE # 105115 4. THERMOSTAT SHOULD BE LOCATED 4'-0" A.F.F. AND 9 FROM EDGE OF BUILDING MANAGEMENT. DOOR U.O.N. FINAL LOCATIONS TO BE VERIFIED WITH THE ARCHITECT. CEILING RETURN/EXHAUST GRILLE (CEILING REGISTER WHERE NOTED AS FINISHED PAINT COLOR TO BE SELECTED BY THE OWNER. 10.CONTRACTOR SHALL COVER AND PROTECT ALL SLAB HUNG EQUIPMENT, CR) MANUFACTURER'S LOGO SHALL NOT BE EXPOSED. DIFFUSERS AND REGISTERS TO REMAIN AND RETURN AIR STUBS BEFORE DEMOLITION IS TO COMMENCE. � / THERMOSTAT, SENSOR (DDC) 5. REFER TO SCHEDULE SHEETS FOR THE DIFFUSER, GRILLE AND REGISTER 6 SCHEDULES. 11 .ALL DEMOLITION WORK SHALL COMPLY WITH BUILDING CODE FOR SAFE WORKMANSHIP AND SHALL BE PERFORMED IN COORDINATION WITH THEA= UNDERCUT DOOR (1") 6. HVAC DESIGN CRITERIA SHALL COMPLY WITH THE STATE ENERGY BUILDINGS REQUIREMENTS. CONSERVATION CONSTRUCTION CODE, AND THE AMERICAN SOCIETY OF FLEXIBLE DUCT HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE) 12.ALL SHUT DOWNS OF EXISTING SYSTEMS SHALL BE SCHEDULED AND mm GUIDELINES, ETC. APPROVED BY THE OWNER PRIOR TO COMMENCING WITH WORK. ---LMJ MOTORIZED CONTROL DAMPER 7. THIS CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND 13.USE OF THE OWNERS ELEVATORS AND BUILDING CORRIDORS FOR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK. WHERE HANDLING OF THE OWNER AND REMOVED EQUIPMENT AND MATERIALS FIRE DAMPER (HORIZONTAL/VERTICAL) DISCREPANCIES OCCUR BETWEEN THESE DOCUMENTS AND EXISTING SHALL BE AT THE DIRECTION OF THE OWNER AND SHALL BE CONDITIONS, 'THE DISCREPANCY SHALL BE REPORTED TO THE OWNER COORDINATED WITH HIS OPERATIONS. AND/OR ENGINEER FOR EXPEDITING AND RESOLVE. — COMBINATION FIRE/SMOKE DAMPER (HORIZONTAL/VERTICAL) 8. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE — ---I VOLUME DAMPER MANNER. CARE SHALL BE EXERCISED TO MINIMIZE ANY INCONVENIENCE Key Plan OR DISTURBANCE TO OTHER AREAS OF THE BUILDING WHICH ARE TO ACCESS DOOR REMAIN IN OPERATION. ISOLATE WORK AREAS BY MEANS OF TEMPORARY PARTITIONS AND/OR TARPS TO DEEP DUST AND DIRT WITHIN THE CONSTRUCTION AREA. --------- DUCT SMOKE DETECTOR EXISTING DUCTWORK/PIPING TO REMAIN 111N I Jill,III mjmIm!1I!mm1jmjjjm MECHANICAL ABBREVIATIONS AFF ABOVE FINISHED FLOOR AL ACOUSTICAL LINING BDD BACKDRAFT DAMPER BRD BAROMETRIC RELIEF DAMPER CD CEILING DIFFUSER COD CLEAN OUT DOOR DB DRY BULB TEMPERATURE DSD DUCT SMOKE DETECTOR EAT ENTERING AIR TEMPERATURE EX EXHAUST FAI FRESH AIR INTAKE FC FLEXIBLE CONNECTION FD FIRE DAMPER FSD COMBINATION FIRE/SMOKE DAMPER HC HEATING COIL KX KITCHEN EXHAUST N NEW NIC NOT IN CONTRACT NTS NOT TO SCALE OAI OUTSIDE AIR INTAKE RA RETURN AIR RG RETURN GRILLE S SUPPLY SA SUPPLY AIR SF SQUARE FEET TX TOILET EXHAUST UC UNDERCUT DOOR (1 INCH) UON UNLESS OTHERWISE NOTED No. Issue Date VD VOLUME DAMPER PROJECT WB WET BULB TEMPERATURE DELEGNOS RESIDENCE WP WEATHER PROOF DRAWN BY JZ CHECKED BY JZ DRAWING TITLE MECHANICAL COVER SHEET SCALE AS NOTED SHEET NO. JOB NO, 22-015 m = 1 DATE 13 JUNE 22 i I I I I I I I I r--------------------------------------------- ----------------------------- 1105 CEDAR DRIVE SOUTH I , I , o EAST MARION, NY 11939 I I I I I ; I I I I I I I i I I I I I I I I I � j ZARO 'I I ENGINEERING - , I . 1 8 8 C L I N T O N A V E : . . CLIFTON , NJ 07011 TEL ( 973 ) 262 9048 1 10 Professional Seal ® I AHU I I AHU AHU 9 � S�PIEOFN� F 00. )SHU4 t 00.1 CU j q� ----- ------- O I � Q I O CU V� A2uFSS/ONM- 1 ' oul JOSHUA ZARO P.E. �7f ` NEW YORK LICENSE # 105115 flcl i AHU AHU 1 . AHU ' 3 Key Plan FIRST FLOOR MECHANICAL PLAN SECOND FLOOR MECHANICAL PLAN 1/8" = 1$-0$$ 1/8" = 1'-0" No. Issue Date PROJECT DELEGNOS RESIDENCE DRAWN BY JZ CHECIKED BY JZ DRAWING TITLE MECHANICAL FLOOR PLAN SCALE AS NOTED SHEET NO. JOB NO. 22-015 M =2 DATE 13 JUNE 22 1. SCOPE 01=WORK 2.6.10. THAT SUBMISSION OF A BID IS A REPRESENTATION THAT THEY HAVE 3. GRILLES, REGISTERS, DIFFUSERS BECOME THOROUGHLY ACQUAINTED WITH THE WORK INVOLVED AND HAVE 7. CONTROLS 1 .1. THE WORK UNDER THIS SECTION SHALL INCLUDE ALL LABOR, MATERIALS, OBTAINED AND VERIFIED AT THE BUILDING ALL MEASUREMENTS 3.1 CEILING DIFFUSERS, RETURN GRILLES AND REGISTERS SHALL BE SIZED IN EQUIPMENT, HOISTING, SCAFFOLDING, SUPPORT, SUPERVISION., SERVICES AND NECESSARY FOR THE PROPER INSTALLATION OF WORK. FURNISH TO ACCORDANCE WITH THE TABLES ON THE DRAWING. SUPPLY REGISTERS 7.1 . ALL CONTROL DEVICES, PNEUMATIC TUBING, AUTOMATIC DAMPERS, VALVES, 1105 CEDAR DRIVE SOUTH OPERATIONS NECESSARY TO COMPLETE THE INSTALLATION OF THE HEATING, ALL SECTIONS ANY INFORMATION RELATING TO WORK OF THIS SECTION SHALL BE FURNISHED WITH O.B.D.'S AND PATTERN CONTROLLERS. RETURN H ERMOSTA S, POWER AND, POWER RO WIRING WIRING, CONDUIT AND DEVICES AND R EAST MARION, NY 11939 VENTILATING AND AIR CONDITIONING WORK SHOWN IN ACCORDANCE WITH THE NECESSARY FOR THE PROPER INSTALLATION OF THEIR SECTIONS. THE CONTRACT DOCUMENTS. THE SCOPE OF WORK SHALL INCLUDE BUT NOT BE CONTRACTOR SHALL 'COORDINATE FOR FINISHES ADJACENT TO WORK OF REGISTERS SHALL BE PROVIDED WITH O.B.D. S. FRAME AND BORDER PANELS, AND INTERCONNECTION OF ALL SAFETIES, ETC., FOR ALL HVAC LIMITED TO THE FOLLOWING. THIS SECTION AND TO ARRANGE TO HAVE VISIBLE PORTIONS OF WORK TYPES ARE TO BE COMPATIBLE WITH CEILING CONSTRUCTION. THE COLOR EQUIPMENT SHALL BE PROVIDED AND INSTALLED BY THIS CONTRACTOR. FIT IN AND HARMONIZE WITH THE FINISH IN A MANNER SATISFACTORY TO OF ALL AIR DEVICES IS SUBJECT TO THE TENANTS APPROVAL. SUBMIT DETAILED SHOP DRAWINGS AND CUTS OF ALL CONTROL EQUIPMENT 2. GENERAL CONDRIONS - HVAC THE ARCHITECT. PROVIDE BLANK— OFF BAFFLES IN CEILING DIFFUSERS AS SHOWN ON AS WELL AS A SEQUENCE OF OPERATION FOR APPROVAL BY ENGINEER. DRAWINGS. FOR EXACT LOCATIONS OF DIFFUSERS, GRILLES AND 2.1. THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS OF THE 2.6.11. TO MAKE EVERY EFFORT TO FURNISH ALL EQUIPMENT OF ANY GENERIC REGISTERS, REFER TO ARCHITECTURAL DRAWINGS. -- CONTRACT FOR CONSTRUCTION AND THE ARCHITECTS AND ENGINEER'S TYPE FROM ONE MANUFACTURER. SPECIFICATIONS AS APPLICABLE ARE PART OF THIS CONTRACT. 3.2 AIR DISTRIBUTION DEVICES (DIFFUSERS, REGISTERS, LINEARS, AIR SLOTS, \ 2.6.12. WHERE INCONSISTENCIES OCCUR BETWEEN THE PLANS AND ETC.) INSTALLED IN INACCESSIBLE CEILINGS SHALL BE PROVIDED WITH 2.2. THE ENTIRE INSTALLATION SHALL CONFORM WITH THE MOST RECENTLY SPECIFICATIONS, OR WITHIN EITHER DOCUMENT ITSELF, THE ITEM OR REMOTE DUCT MOUNTED OBD'S OPERABLE THROUGH THE FACE OF THE AIR REVISED VERSION OF ALL APPLICABLE LAWS, RULES, REGULATIONS, CODES, ARRANGEMENT OF BETTER QUALITY, GREATER QUANTITY OR HIGHER COST DISTRIBUTION DEVICE. ORDINANCES OF FEDERAL, STATE AND LOCAL AUTHORITIES HAVING HAS BEEN INCLUDED IN THE BASE BID. ZARO JURISDICTION, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: THE STATE 3.3 AS PART OF THIS WORK, ALL AIR OUTLETS SHOWN ON DESIGN DRAWINGS = ENGINEERING ENERGY CONSERVATION CODE, IBC CODE, NATIONAL ELECTRIC CODE, 2.7 DELIVERY AND STORAGE OF MATERIALS SHALL BE PERFORMED AS DIRECTED SHALL BE BALANCED BY AN INDEPENDENT BALANCER. SUBMIT BALANCING BY THE TENANT REPRESENTATIVE AND COORDINATED WITH THE BUILDING REPORTS FOR APPROVAL TO ARCHITECT AND ENGINEER. - ---- - ------ -��' INDUSTRIAL RISK INSURERS, ELECTRIC TESTING LABORATORY, ASHRAE, ASME, - - - NEPA, AND UL. OWNER'S REPRESENTATIVE. 4. SHEETMETAL AND DUCTWORK 1 8 8 C L I N T 0 N A V E 2.3. REMOVAL AND DISPOSAL OF EXISTING EQUIPMENT AND CONSTRUCTION DEBRIS 2.8. ALL WORK SHALL COMPLY WITH BUILDING RULES AND REGULATIONS C L I F T 0 N , NJ 0 7 0 1 1 FROM THE SITE IS THE RESPONSIBILITY OF THIS CONTRACTOR, WITH THE GOVERNING TENANT ALTERATIONS. 4.1 . DUCT LAYOUT SHOWN IS A SCHEMATIC REPRESENTATION OF DESIGN INTENT. T E L ( 9 7 3 ) 2 6 2 9 0 4 8 NO ADDED COMPENSATION SHALL BE PERMITTED FOR VARIATIONS DUE TO EXCE=PTION OF SPECIFIC EQUIPMENT AND APPARATUS WHICH MAY BE FIELD CONDITIONS. COORDINATION WITH BOTH NEW AND EXISTING SERVICES, Professional Seal REQUIRED TO BE TURNED OVER TO THE OWNER/TENANT OR THE BUILDING 2.9. THE CONTRACTOR SHALL PREPARE AND SUBMIT ALL APPLICATIONS TO INCLUDING THOSE OF OTHER TRADES IS REQUIRED. ANY MAJOR VARIANCES REPRESENTATIVE. AUTHORITIES AND OBTAIN ALL NECESSARY BUILDING PERMITS, EQUIPMENT c�(ATEOF USE PERMITS, COMPLETE ALL TESTS AND PAY ALL NECESSARY FEES. OR DISCREPANCIES ARE TO BE INDICATED ON THE SHOP DRAWINGS AND SOSH't �F� REPORTED TO THE ARCHITECT AND/OR ENGINEER. > 2.4. ALL WORK AND MATERIALS SHALL BE GUARANTEED AS TO QUALITY AND q o 2.10. THE CONTRACTOR SHALL PROTECT ALL EXISTING SURFACES, UTILITIES, '°' � WORKMANSHIP, AND GUARANTEED AGAINST ALL DEFECTS, FOR A PERIOD OF c� r-.. o ONE YEAR. MECHANICAL SYSTEMS, ETC., AND REPAIR ALL DAMAGES TO SAME DURING 4.2. SHEET METAL DUCT AND PLENUM CONSTRUCTION SHALL BE IN ACCORDANCE z + THE COURSE OF THIS CONTRACTOR'S WORK, AT HIS EXPENSE. WITH THE APPLICABLE SECTIONS OF SMACNA , "HVAC DUCT CONSTRUCTION �' � STANDARDS METAL AND FLEXIBLE" LATEST EDITION WITH THE EXCEPTIONS 2.5. PROVIDE ALL—RISK BUILDERS' INSURANCE IN ACCORDANCE WITH THE HEREIN NOTED. O „llS� 2.11. THE WORK SHALL BE PERFORMED IN PHASES IN ACCORDANCE WITH THE .�`� REQUIREMENTS OF THE BUILDING AND/OR THE OWNER, NAMING THE OWNER, ERREQUIRED SS�ONA'L ARCHITECT AND ENGINEER AS ADDITIONAL INSUREDS AND CONTAINING A TENANTS, ARCHITECTS AND/OR ENGINES SCHEDULE. ANY Q4.3. SHOP STANDARDS FOR SHEET METAL AND DUCT CONSTRUCTION MUST BE PROVISION THAT THE INSURANCE IS NOT CANCELABLE UNTIL 30 DAYS AFTER SHUTDOWN OF EXISTING EQUIPMENT OR SERVICES WHICH NEW EQUIPMENT THE CONTRACTOR, OWNER, ARCHITECT AND ENGINEER HAVE RECEIVED SERVES AND/OR IS CONNECTED THERETO MUST BE SCHEDULED THROUGH SUBMITTED AND APPROVED PRIOR TO FABRICATION. WRITTEN NOTICE OF INTENTION TO CANCEL. IN THE EVENT OF THE BUILDING OWNER'S REPRESENTATIVE. 4.4. NEW SUPPLY DUCTWORK FROM A/C UNIT AND DUCTWORK UPSTREAM OF VAV CANCELLATION, THE OWNER HAS THE OPTION TO REPLACE SUCH INSURANCE BOXES SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH TABLE JOSHUA ZARO, P.E. AT THE CONTRACTOR'S EXPENSE. 2.12. SUBMIT SHEET METAL SHOP STANDARDS, EQUIPMENT CUTS, DETAILED 1-5 FOR 2 INCH STATIC PRESSURE, EXCEPT THAT ALL LONGITUDINAL SEAMS, NEW YORK LICENSE # 105115 COORDINATED SHOP DRAWINGS OF ALL PIPING AND DUCT LAYOUTS FOR TAPS AND TRANSVERSE JOINTS SHALL BE SEALED CLASS "A" 2.6. THE CONTRACTOR AND SUBCONTRACTORS, IF ANY, COVENANT AND AGREE: APPROVAL. PREPARE AND SUBMIT DRAWINGS SHOWING THE METHOD OF SUPPORT AND WEIGHT OF ALL EQUIPMENT, PIPING AND DUCTWORK FOR 2.6.1. TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER, ARCHITECT REVIEW BY THE ARCHITECT, ENGINEER AND BUILDING STRUCTURAL ENGI— 4.5. TOILET EXHAUST DUCTS SHALL BE CLASS "A" SEALED. AND CONSULTING ENGINEERS AGAINST ANY LIABILITY, LOSS, DAMAGE OR NEER. PROMPTLY REVISE SHOP DRAWINGS AS REQUIRED BY THE OWNER, EXPENSE, INCLUDING ATTORNEYS' FEES, ARISING FROM A FAILURE OR ARCHITECT OR ENGINEER AND RESUBMIT FOR FINAL APPROVAL. NO WORK 4.6. ALL BRANCH DUCTWORK (SUPPLY AND RETURN) SHALL BE PROVIDED WITH ALLEGED FAILURE ON THE PART OF THE CONTRACTOR, HIS SHALL START UNTIL EQUIPMENT CUTS, SHOP STANDARDS AND SHOP VOLUME CONTROL DAMPERS. VOLUME CONTROL DAMPERS SHALL BE SUBCONTRACTORS OR HIS OR THEIR AGENTS, SERVANTS AND EMPLOYEES DRAWINGS ARE SUBMITTED AND APPROVED BY ARCHITECT AND/OR ENGINEER. THE QUADRANT TYPE CONSTRUCTED IN ACCORDANCE WITH FIGURES 2-11 2 AND 2-13 OF THE SMACNA STANDARDS. PROPERLY TO DISCHARGE THE OBLIGATIONS ASSUMED BY HIM OR THEM COORDINATED DRAWINGS SHALL INCLUDE ALL MECHANICAL, ELECTRICAL, IN PERFORMANCE OF THE WORK, INCLUDING ANY ACT OR OMISSION PLUMBING, FIRE PROTECTION AND GENERAL CONSTRUCTION DRAWINGS. 4.7. WHEREVER REINFORCING IS REQUIRED ON 2 SIDES, THE ENDS OF THE ALLEGEDLY RESULTING IN DEATH OR PERSONAL INJURY OR PROPERTY REINFORCING MUST BE CONNECTED TOGETHER BY MEANS OF RODS OR DAMAGE OR IMPROPER CONSTRUCTION, CONSTRUCTION TECHNIQUES, OR 2.13. THE ARCHITECT AND/OR ENGINEER WILL REVIEW SHOP DRAWINGS AND/OR ANGLES AS SHOWN IN FIGURE 1-11 OF THE SMACNA STANDARDS. THE USE OF IMPROPER OR INAPPROPRIATE MATERIALS, METHODS OR SAMPLES WITH REASONABLE PROMPTNESS AND WILL RETURN THEM TO THE TOOLS. CONTRACTOR STAMPED TO INDICATE THE APPROPRIATE ACTION AS FOLLOWS: 4.8. THE USE OF BUTTON PUNCH, SNAP—LOCK (L-2), STANDING SEAM (L-4) 2.6.2. TO EXECUTE THE WORK IN THE BEST AND MOST THOROUGH MANNER 2.13.1. "NO EXCEPTION TAKEN" MEANS THAT FABRICATION, MANUFACTURE OR AND SINGLE CORNER SEAM (LO-5) LONGITUDINAL SEAMS IS PROHIBITED. AND TO THE SATSFACTION OF THE OWNER, ARCHITECT AND CONSULTING CONSTRUCTION MAY PROCEED PROVIDING THE SUBMITTAL COMPLIES WITH 4.9. THE FOLLOWING TRANSVERSE JOINTS ARE NOT PERMITTED: LAP (T-4), ENGINEERS, WHO WILL JOINTLY INTERPRET THE MEANING OF THE THE CONTRACT DOCUMENTS. REINFORCED S SLIP (T-7), STANDING SEAMS (T-15 AND T-16), POCKET DRAWINGS AND SPECIFICATIONS AND SHALL HAVE THE POWER TO REJECT ( — ANY WORK AND MATERIALS WHICH, IN THEIR JUDGMENT, ARE NOT IN 2.13.2. "MAKE CORRECTIONS NOTED" MEANS THAT FABRICATION, MANUFACTURE LOCK (T-17, T-18 AND T-19) AND CAPPED FLANGE (T-20). FULL ACCORDANCE THEREWITH. OR CONSTRUCTION MAY PROCEED PROVIDING THE SUBMITTAL COMPLIES 4.10. WHERE MANUFACTURED TRANSVERSE JOINTS ARE USED (SMACNA T-25A T- 2.6.3. TO BE RESPONSIBLE FOR ALL MATERIAL UNTIL COMPLETION AND FINAL WITH THE ARCHITECT'S AND/OR ENGINEERS NOTATIONS AND THE 25B, I.E. DUCT MATE, TDC, TDF ETC.), THEY SHALL BE SUBMITTED WITH AND Key Plan CONTRACT DOCUMENTS, A COPY OF THE CORRECTED SUBMITTAL MUST INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S STANDARDS FOR ACCEPTANCE. REPLACE ANY MATERIAL AND/OR EQUIPMENT WHICH MAY BE DAMAGED, LOST OR STOLEN AND TO DO OVER ANY REJECTED WORK BE RETURNED TO THE ARCHITECT AND/OR ENGINEER FOR RECORD. IF, CONSTRUCTION AND INSTALLATION. FOR ANY REASON, THE CONTRACTOR CANNOT COMPLY WITH THE WITHOUT ADDITIONAL COST TO THE OWNER. GUARD THE BUILDING AND NOTATIONS, THE CONTRACTOR MUST RESUBMIT AS DESCRIBED FOR ITS CONTENTS AGAINST DAMAGE BY THE CONTRACTOR OR HIS SUBMITTALS STAMPED "REVISE AND RESUBMIT" 4.11. EXHAUST DUCTS FROM WET AREAS SUCH AS DISHWASHERS, DRYERS OR EMPLOYEES, AND MAKE GOOD ANY DAMAGE FREE OF CHARGE. SHOWER AREAS SHALL BE MADE OF MINIMUM 20 GAUGE TYPE 304 STAINLESS STEEL HAVING PAN TYPE CONSTRUCTION AND CONTINUOUSLY 2.6.4. THAT HE WILL PROVIDE AND MAINTAIN A SAFE PLACE TO WORK AND 2.13.3. "REVISE AND RESUBMIT" MEANS THAT THE CONTRACTOR MUST COMPLY WELDED TRANSVERSE JOINTS. THAT HE WILL COMPLY WITH ALL LAWS AND REGULATIONS OF ANY WITH THE ARCHITECT'S AND/OR ENGINEER'S NOTATIONS AND RESUBMIT GOVERNMENTAL AUTHORITY HAVING JURISDICTION THEREOF, AND THAT HE BEFORE FABRICATION, MANUFACTURE OR CONSTRUCTION MAY PROCEED 5. INSULATION AND ACOUSTIC TREATMENT AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER, SUBMITTALS STAMPED IN THIS MANNER ARE NOT PERMITTED ON THE PROJECT SITE. 5.1. THERMAL AND ACOUSTICAL INSULATION AND ACCESSORY MATERIALS SHALL BE ARCHITECT AND CONSULTING ENGINEERS FROM AND AGAINST ANY LISTED AND LABELED BY UNDERWRITERS LABORATORIES, INC., FOR A FIRE LIABILITY, LOSS, DAMAGE OR EXPENSE, INCLUDING ATTORNEY'S FEES, 2.13.4. "REJECTED" MEANS THAT THE SUBMITTAL DOES NOT COMPLY WITH THE HAZARD CLASSIFICATION NOT TO EXCEED THE FOLLOWING: FLAME SPREAD, ARISING FROM A FAILURE OR ALLEGED FAILURE ON HIS PART PROPERLY CONTRACT DOCUMENTS AND THAT FABRICATION, MANUFACTURE OR 25; FUEL CONTRIBUTION, 50; SMOKE DEVELOPED, 50, AS TESTED UNDER TO DISCHARGE THE OBLIGATIONS ASSUMED BY HIM OR THEM IN THE ASTM E-84, NFPA 255 OR UL 723 PROCEDURES, PERFORMANCE OF THE WORK, INCLUDING ANY ACT, ERROR OR OMISSION CONSTRUCTION SHALL NOT PROCEED. SUBMITTALS STAMPED IN THIS ALLEGEDLY RESULTING IN THE DEATH OR PERSONAL INJURY OR MANNER ARE NOT PERMITTED ON THE PROJECT SITE. 5.2. WHERE INDICATED, DUCTWORK SHALL BE ACOUSTICALLY LINED WITH 1 INCH PROPERTY DAMAGE OR IMPROPER CONSTRUCTION, CONSTRUCTION 2.14. FIRE DAMPERS SHALL BE DYNAMIC TYPE, RATED TO CLOSE AGAINST AIR THICK, 1-1/2 POUND DENSITY, MATTE—FACE DUCT—LINER FORMULATED WITH TECHNIQUES, OR THE USE OF IMPROPER OR INAPPROPRIATE MATERIAL FLOW WITH A MINIMUM 6.0 INCHES W.G. PRESSURE DIFFERENTIAL ACROSS AN IMMOBILIZED EPA REGISTERED ANTI—MICROBIAL AGENT. DIMENSIONS OF OR TOOLS. THE CLOSED DAMPER, UL LISTED AND BE APPROVED FOR USE AND BEAR LINED DUCTS ARE CLEAR INSIDE WITH LINING INSTALLED. DUCT LINER 2.6.5. THAT ANY CONTROVERSY OR DISPUTE TO WHICH THE CONTRACTOR, THE LABEL OF THE LOCAL GOVERNING AGENCY WHERE REQUIRED. SHALL BE ADHERED BY A FIRE RETARDANT ADHESIVE, MECHANICAL OWNER, ARCHITECT OR CONSULTING ENGINEERS ARE PARTIES SHALL BE FASTENERS SUCH AS GRIP NAILS, WHICH DO NOT PIERCE THE SHEET METAL SUBMITTED TO ARBITRATION BEFORE THE AMERICAN ARBITRATION 2.15. REFER TO ARCHITECT'S DRAWINGS FOR LOCATION OF FIRE—RATED PARTITIONS. SHALL BE INSTALLED ON 16 INCH CENTERS ON TOP SECTIONS (WHEN WIDTH ASSOCIATION FOR DECISION IN ACCORDANCE WITH THE RULES OF SUCH INSTALL FIRE DAMPERS WITH ACCESS DOORS IN ALL EXISTING AND NEW EXCEEDS 16 INCHES), AND ON SIDES (WHEN HEIGHT EXCEEDS 24 INCHES). ASSOCIATION FOR CONSTRUCTION INDUSTRY DISPUTES. THE DUCTWORK, ALL RETURN AIR OPENINGS AND/OR MASONRY OPENINGS WHICH ALL ABUTTING EDGES OF ACOUSTIC LINING SHALL BE CAULKED, AND CONTRACTOR AGREES TO MAKE AVAILABLE TO THE CONSULTING CROSS FIRE— RATED PARTITIONS. EXPOSED EDGES OF ACOUSTIC LINING SHALL BE PROVIDED WITH SHEET METAL NOSINGS. 2.6.6. ENGINEERS, ON DEMAND, SIGNED COPIES OF THE CONTRACT BETWEEN 2.16. FIRE DAMPERS MUST BE INSTALLED IN ACCORDANCE WITH UL555 AND THE OWNER AND THE CONTRACTOR AND BETWEEN THE CONTRACTOR AND MANUFACTURER'S INSTRUCTIONS. EXISTING FIRE DAMPERS MUST BE 5.3. ALL RECTANGULAR SUPPLY DUCTWORK WITHIN 15 FEET AND RETURN HIS SUBCONTRACTORS. THE CONTRACTOR AGREES THAT BY SUBMITTING PROVIDED WITH ANGLE IRON FRAMES WHERE REQUIRED. DUCTWORK WITHIN THIN 10 FEET OF THE HVAC UNIT SHALL BE A BID WHICH IS ACCEPTED, THIS PARAGRAPH SHALL BE DEEMED A INTERNALLY LINED. INTERNAL LINING SHALL BE 1 INCH THICK, WRITTEN AGREEMENT TO SUBMIT TO ARBITRATION ANY CONTROVERSY 2.17. ALL NEW AND EXISTING FULL—HEIGHT PARTITIONS (I.E., TO UNDERSIDE OF 1-1/2 LB DENSITY LINER. LINER SHALL HAVE A COATED SURFACE THEREAFTER ARISING. SLAB ABOVE) EXCEPT ROOMS WHERE HUMIDIFICATION OR INTEGRITY OF EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY SOUNDPROOFING IS REQUIRED, SHALL BE PROVIDED WITH A TRANSFER ADHESIVES AND MECHANICAL FASTENERS AS RECOMMENDED BY 2.6.7. PUT WORK IN PLACE AS FAST AS REASONABLY POSSIBLE; AT ALL TIMES, OPENING IN WALL ABOVE CEILING. MECHANICAL CONTRACTOR TO CO— SMACNA AND THE MANUFACTURER TO PREVENT LINER SEPARATION KEEP A COMPETENT FOREMAN IN CHARGE OF THE WORK AND FACILITATE ORDINATE THIS REQUIREMENT WITH THE CONSTRUCTION MANAGER/GENERAL FROM THE DUCT. ALL TRANSVERSE EDGES SHALL BE COATED WITH ITS INSPECTION BY THE CONTRACTOR, ARCHITECT AND CONSULTING CONTRACTOR. TRANSFER OPENINGS (T.O.) SHALL BE SIZED FOR A VELOCITY ADHESIVE. ENGINEERS. OF 400 FT. MIN. AND PROVIDED WITH FIRE DAMPERS UNLESS OTHERWISE / 5.4. CONCEALED NEW AND EXISTING SUPPLY AND RETURN DUCTWORK SHALL BE 2.6.8. EXCEPT FOR SUCH CHANGES AS MAY BE SPECIFICALLY APPROVED BY NOTED. INSULATED WITH A MINIMUM R-8 INCH THICK, 3/4 POUND DENSITY FIBER THE OWNER, ARCHITECT AND CONSULTING ENGINEERS, IN ACCORDANCE GLASS BLANKET WITH FACTORY—APPLIED SCRIM REINFORCED, FOIL FACED No. Issue Date CEILING FOR VOLUME DAMPERS, FIRE DAMPERS AUTOMATIC LOUVER WITH ALTERNATES OR OPTIONS STATED HEREAFTER, ALL WORK MUST BE 2.18. REMOVABLE ACCESS TILES ACCESS DOORS ARE REQUIRED HUNG VAPOR BARRIER (FSK) WITH 2 INCH FLANGE. WRAP INSULATION TIGHTLY ON PROJECT IN FULL ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, COMPLETE DAMPERS, SMOKE DETECTORS, VALVES, AND ALL OTHER MECHANICAL DUCT AND FIRMLY BUTT ALL JOINTS WITH 2 INCH FLANGE OVERLAP AT ALL DELEGNOS RESIDENCE IN EVERY WAY FOR EFFICIENT AND SATISFACTORY OPERATION WHEN SEAMS. ADHERE TO DUCT WITH 2/3 COVERAGE OF ADHESIVE APPLIED 4 DELIVERED TO THE OWNER. EQUIPMENT WHICH REQUIRES SERVICE. FURNISH ACCESS LOCATION INCH WIDE BANDS, 8 INCHES ON CENTERS. SEAL ALL JOINTS AND SEAMS REQUIREMENTS TO CONSTRUCTION MANAGER/GENERAL CONTRACTOR. WITH MINIMUM 3 INCH WIDE FSK TAPE. SUPPORT INSULATION ON THE 2.6.9. THAT THE MATERIALS WILL BE NEW AND THE WORKMANSHIP SUPPLIED BOTTOM OF RECTANGULAR DUCTS OVER 36 INCHES WIDE WITH A SINGLE UNDER THESE SPECIFICATIONS WILL BE OF THE BEST GRADE, THE 2.19. PREPARE AND FURNISH TO THE OWNER AS—BUILT DRAWINGS UTILIZING THE ROW OF WELD PINS AND SPEED WASHERS, WIRE WRAPPING IS NOT DRAWN BY APPARATUS WILL BE ERECTED IN A PRACTICAL AND FIRST CLASS LATEST VERSION OF AUTOCAD EMPLOYING THE BUILDING OWNER'S LAYERING PERMITTED. CUT WELD PINS OFF FLUSH WITH TOP OF SPEED WASHERS JZ MANNER, IT WILL BE COMPLETE AND READY FOR OPERATION, NOTHING SYSTEM FOR ALL WORK INSTALLED. PROVIDE OPERATING AND MAINTENANCE AND COVER WITH FSK TAPE TO MAINTAIN VAPOR BARRIER. WHERE CHIECKEDBY JZ OMITTED IN THE WAY OF LABOR AND MATERIAL REQUIRED TO MAKE IT MANUALS (3 COPIES), INCLUDING WIRING DIAGRAMS, LUBRICATION CHARTS ACOUSTICAL LINING IS INDICATED, NO THERMAL INSULATION IS REQUIRED. SO, ALTHOUGH NOT SPECIFICALLY SHOWN IN DETAIL OR MENTIONED AND RECOMMENDED PREVENTATIVE MAINTENANCE PROCEDURES, FOR EACH 6. CLEANING. TESTING AND ADJUSTING DRAWING TITLE HEREIN, AND THAT IT WILL BE DELIVERED IN GOOD WORKING ORDER, SYSTEM OR PIECE OF EQUIPMENT. COMPLETE AND PERFECT IN EVERY RESPECT WITHOUT ADDITIONAL COST. 6.1 . DURING CONSTRUCTION, PROPERLY PROTECT ALL OPEN ENDS OF DUCTWORK MECHANICAL TO PREVENT THE ENTRANCE OF SAND, DIRT AND OTHER FOREIGN MATTER IN ACCORDANCE WITH SMACNA STANDARDS. SPECIFICATIONS 6.2. ALL VAV BOXES, FANS, REGISTERS AND DIFFUSERS ARE TO BE BALANCED WITHIN PLUS 10%, MINUS 5% OF THE QUANTITIES SHOWN ON THE PLANS, BALANCING IS TO BE PERFORMED BY AN INDEPENDENT BALANCING AGENCY SCALE SHEET NO. IN ACCORDANCE WITH A.A.B.C: OR N.A.A.B. NATIONAL STANDARDS. AS NOTED JOB NO. 22-015 I\A =3 DATE 13 JUNE 22 1105 CEDAR DRIVE SOUTH EAST MARION, NY 11939 REFRIGERANT PIPING TO RUN DOWN TO CU OUTSIDE AT \�! GRADE. i Z ,, RS ENGINEERING ARO �' PERIMETER WALL ------- '- SEE CONDENSING , EACCU UNIT MOUNTED AT OUTDOORS INDOORS 1 8 8 C L I N T 0 N A V E X GRADE DETAIL DNJ 07011 SERVICE VALVES N TTLESS AIR CONDITIONING T E L (CLIFTON9 7 3 ) 2 6 2 9 0 4 8 (PROVIDE BY MRGR) CONDENSING UNIT 1" PUMPED CONDENSATE CONDENSATE PUMP (IF REQUIRED) Professional Seal RS LINE TO DRAIN IN AT E OFNF MECHANICAL ROOM. o RL (IF REQUIRED) '� ��SNUq j 'I- GRADE ------------�— —J d <, REFRIGERANT PIPING N r<J j . L 4" THICK CONC. PAD - EXTEND FILTER DRYER 4" BEYOND UNIT ALL AROUND SIGHT GLASS AIR CONDITIONING SYSTEM DETAIL WITH WALL MOUNTED oFF SIONALE�G\��. AHU AND AIR COOLED CONDENSING UNIT SLAB MOUNTED AT GRADE MOUNTED ON SLAB JOSHUA ZARO, P.E. NOT TO SCALE NEW YORK LICENSE # 105115 DUCTLESS INDOOR AC UNIT AHu COOLING HEATING CAPACITY CAPACITY ELECTRICAL WEIGHT MANUFACTURER TAG ACRUNIT VICE ¢ it v (LBS) MODEL NUMBER REMARKS MCA BREAKER TOTAL INPUT m VOLTS PHASE SIZE (A) (A) (W) 0 152- Key Plan AHU-1,2,3,4,5,6,17,8 CU-1 OR CU-2 12,000 13,500 191- 208/230 1 0.2 15 - 24.5 MITSUBISHI CITYMULTI NOTES 244- PKFY-P12NLMU-E 1 297 141- AHU-9 CU-1 8,000 9,000 162- 208/230 1 0.2 15 - 24.5 MITSUBISHI CITYMULTI NOTES 191- PKFY-PO8NLMU-E 1 237 AHU-10 CU-2 24,000 27,000 570- 208/230 1 .63 15 - 46 MITSUBISHI CITYMULTI NOTES 920 PKFY-P24NKMU-E2 1 DUCTLESS HEAT PUMP CONDENSING UNIT cu ELECTRICAL REF. LINE SIZE SERVICEMANUFACTURER TAG WEIGHT & SEER COP REMARKS AC UNIT (LBS) MODEL NUMBER (Btu/h/W) (Btu/h/W) BREAKER TOTAL INPUT cn ^ o VOLTS PHASE MCA SIZE a z : z (A) (W) 0 " CU-1 AHU-1,2,3,4,5 208/230 1 36 45 - 3/4 3/8 302 MITSUBISHI CITYMULTI 20.00 4.1 - PUMY-P60NKMU3-BS CU-2 AHU-1,2,3,4,5 208/230 1 36 45 - 3/4 3/8 302 MITSUBISHI CITYMULTI 20.00 4.1 - PUMY-P60NKMU3-BS NOTES: 1. PROVIDE' FULLY PROGRAMMABLE WALL MOUNTED THERMOSTAT. No. Issue Date PROJECT' DELEGNOS RESIDENCE DRAWN BY JZ CHECKED BY JZ DRAWING TITLE MECHANICAL SCHEDULES AND DETAILS SCALE AS NOTED SHEET NO. JOB NO. 22-015 M �4 DATE 13 JUNE 22 ODES AND STANDARDS GENERAL NOTES CONCRETE FORMWORK CAST- IN - PLACE CONCRETE ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACTOR RESPONSIBILITY WILL CONSIST OF BUT NOT BE 1 ALL CONCRETE FORMWORK SHALL COMPLY WITH THE 1 ALL CONCRETE DETAILS AND CONSTRUCTION ARE TO "BUILDING CODE OF THE CITY OF NEW YORK" LATEST LIMITED TO THE FOLLOWING: LATEST EDITION OF ACI 347 (RECOMMENDED PRACTICE COMPLY WITH THE LATEST EDITION OF ACI 301 , ACI EDITION, WITH THE SPECIFICATION AND WITH THE FOR CONCRETE FORMWORK) PS- 1 (CONSTRUCTION AND 318, ACI 614. REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING 1 . ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH INDUSTRIAL PLYWOOD) AND 301 AND BRACING. JURISDICTION. THE REQUIREMENTS OF BUILDING CODES SHOWN ABOVE. 2 CONFORM TO ACI 305R WHEN CONCRETING DURING CONTROLLED INSPECTION 2 PROVIDE BRACING TO ENSURE STABILITY OF FORMWORK. HOT WEATHER. NEW YORK CITY FIRE PREVENTION AND BUILDING CODE 2. THE CONTRACTOR SHALL REVIEW THE REQUIREMENTS OF SHORE OR STRENGTHEN FORMWORK SUBJECT TO OVER THE BUILDING WITH THE OWNER TO DETERMINE THE USE STRESSING BY CONSTRUCTION LOADS. 3 CONFORM TO ACI 306R WHEN CONCRETING DURING WHERE MORE STRINGENT, THE LATEST EDITION OF THE OF AREA, RAMPS, ETC. ANY RELATED COSTS OR COLD WEATHER. Y N SPECIAL INSPECTIONS ITEMS CODE SECTION FOLLOWING CODES SHALL APPLY TO WORK: CHARGES THERETO SHALL BE INCLUDED IN THE COST 3 THE FORMWORK DESIGN SHALL BE SUBMITTED TO THE A ACI 301 , "SPECIFICATION FOR STRUCTURAL OF THE WORK. STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. 4 CEMENT - ASTM C150 TYPE I. CONCRETE FOR BUILDINGS" 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR B AISC "SPECIFICATION FOR THE DESIGN, 4 ALIGN JOINTS AND MAKE WATERTIGHT. KEEP FORM 5 JOINT FILLER TYPE ASTM D1752; PRE MOLDED FABRICATION, AND ERECTION OF STRUCTURAL ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, JOINTS TO A MINIMUM. SPONGE RUBBER, FULLY COMPRESSIBLE WITH STEEL FOR BUILDINGS SEQUENCES AND PROCEDURES, AND FOR THE RECOVERY RATE OF MINIMUM 95 PERCENT. ❑X ❑ STRUCTURAL COLD-FORMED STEEL BC 1704.3.4 - ALLOWABLE= STRESS DESIGN, NINTH EDITION COORDINATION OF ALL PORTIONS OF THE WORK. 5 OBTAIN APPROVAL BEFORE FRAMING OPENINGS IN - LOAD RESISTANCE FACTOR DESIGN, THIRD EDITION STRUCTURAL MEMBERS WHICH ARE NOT INDICATED ON 6 MIX CONCRETE IN ACCORDANCE WITH ACI 304. ❑X ❑ CONCRETE - CAST-IN-PLACE BC 1704.4 C AISC "CODE OF STANDARD PRACTICE FOR STEEL 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION DRAWINGS. DELIVERY CONCRETE IN ACCORDANCE WITH ASTM C94. AND SAFETY OF ALL PERSONS, EXISTING FACILITIES AND ❑X ❑ MASONRY BC 1704.5 BUILDINGS AND BRIDGES" LATEST EDITION EXCEPT EXISTING EQUIPMENT AND DISPLAYS AT THE 6 APPLY FORM RELEASE AGENT ON FORMWORK IN 7 PROVIDE CONCRETE TO MEET THE FOLLOWING CRITERIA: THAT SECTION 6, 7, 8, AND 10 ONLY, SHALL CONSTRUCTION SITE AND THROUGHOUT ALL AREAS ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ❑X ❑ SUBGRADE INSPECTION BC 1704.7.1 APPLY TO THE WORK AFFECTED BY THE NEW CONSTRUCTION. a) COMPRESSIVE STRENGTH 28 DAYS: X SUBSURFACE CONDITIONS - FILL PLACEMENT 8c IN-PLACE DENSITY BC 1704.7.2 D STRUCTURAL WELDING CODE-STEEL ANSI/AWS 7 APPLY FORM RELEASE AGENT PRIOR TO PLACEMENT OF 1 . FOUNDATION FOOTING,GRADE BEAMS, MAT D1 .1 , BY THE AMERICAN WELDING SOCIETY 5. THE CONTRACTOR SHALL THOROUGHLY VERIFY ALL REINFORCING STEEL, ANCHORING DEVICES, AND SLAB, FOUNDATION WALLS,ANDSLAB ON BC 1704.7.3 E "BUILDING CODE REQUIREMENTS FOR REINFORCED DIMENSIONS AND FIELD CONDITIONS AT THE JOB SITE. CONCRETE" ACI 318 ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO g PROVIDE ITEMS. GRADE 6000 PSI FORMED OPENINGS WHERE REQUIRED FOR IS 4500 PSI 2. ALL CONCRETE SLABS WILL BE ON DECK X SUBSURFACE INVESTIGATIONS (BORINGS/TEST PITS) TR4 BC 1704.7.4 ❑ ❑ F "STRUCTURAL WELDING CODE-STEEL", ANSI/AWS THE ENGINEER; OTHERWISE, THE CONTRACTOR SHALL E X D1 .3, BY THE AMERICAN WELDING SOCIETY BEAR ALL COSTS TO COMPLETE THE WORK AS INTENDED ITEMS E BE EMBEDDED IN OR PASSING THROUGH ❑ ❑ EXCAVATION - SHEETING, SHORING, AND BRACING BC 1704.20.2 ON THE DRAWINGS. b) SLUMP: 5 TO 6 INCHES. G "BUILDING CODE REQUIREMENTS FOR CONCRETE CONCRETE WORK. c) MAXIMUM WATER/CEMENT RATIO: 0.45 0 ❑ CONCRETE DESIGN MIX TR3 BC 1905.3 BC 1913.5 MASONRY STRUCTURES", ACI 53 AND - "SPECIFICATIONS FOR MASONRY STRUCTURES" 6. MAINTAIN, PROTECT AND RELOCATE (IF REQUIRED) 9 LOCATE AND SET IN PLACE ITEMS WHICH WILL BE CAST 8 ENSURE REINFORCEMENT, INSERTS, EMBEDDED PARTS, 0 ❑ CONCRETE SAMPLING AND TESTING _ TR2 BC 1905.6 BC 1913.10 LIGHTING AND POWER CONDUITS, DUCTS, PIPES, WIRES DIRECTLY INTO CONCRETE. FORMED JOINT FILLERS AND ANCHORS ARE NOT AMERICAN SOCIETY FOR TESTING OF MATERIALS (ASTM) (EXPOSED AND CONCEALED), DURING CONSTRUCTION. DISTURBED DURING CONCRETE PLACEMENT. Y N PROGRESS INSPECTIONS ITEMS CODE SECTION INSULATE ALL CONSTRUCTION EQUIPMENT FROM THE 10 INSTALL WATER STOPS CONTINUOUS WITHOUT DISPLACING ENERAL NOTES GROUND TO AVOID ACCIDENTAL GROUNDING. REINFORCEMENT. 9 VERIFY REQUIREMENTS FOR CONCRETE COVER OVER El 1:1FOOTING AND FOUNDATION BC 109.3.1 7. THE STRUCTURAL DRAWINGS SHALL BE USED IN REINFORCEMENT. Directive 14 of 1975, and 1 RCNY §101 -10 CONJUNCTION WITH THE PROVISIONS OF ALL CONTRACT MASONRY 10 NOTIFY THE ENGINEER MINIMUM 24 HOURS PRIOR TO CONTRACTOR RESPONSIBILITY WILL CONSIST OF BUT NOT BE DOCUMENTS (THE SPECIFICATIONS, ARCHITECTURAL, COMMENCEMENT OF OPERATIONS. LIMITED TO THE FOLLOWING: MECHANICAL AND ELECTRICAL DRAWINGS ETC.) 1 ALL MASONRY BLOCK UNITS SHALL CONFORM TO ASTM C90. MASONRY BLOCK UNITS BELOW GRADE AND ALL 11 VERIFY THAT ANCHORS, SEATS, PLATES, 1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH 8. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE EXTERIOR WALLS SHALL BE GRADE N- 1 OR S- 1 . ALL REINFORCEMENT AND OTHER ITEMS TO BE CAST INTO THE REQUIREMENTS OF BUILDING CODES SHOWN ABOVE. DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL OF BLOCK BELOW GRADE SHALL BE GROUTED. CONCRETE ARE ACCURATELY PLACED, POSITIONED THE ENGINEER. SECURELY, AND WILL NOT CAUSE HARDSHIP IN 2 THE CONTRACTOR SHALL REVIEW THE REQUIREMENTS OF 2 ALL MORTAR SHALL CONFORM TO ASTM C270, TYPE S. PLACING CONCRETE. THE BUILDING WITH THE OWNER TO DETERMINE THE USE OF 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE AREA, RAMPS, ETC. ANY RELATED COSTS OR CHARGES THAT EXISTING ADJOINING STRUCTURES ARE NOT 3 GROUT IN BOND BEAMS AND GROUTED CELLS SHALL BE 12 MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT THERETO SHALL BE INCLUDED IN THE COST OF THE DISTURBED AND UNDERMINED DURING ENTIRE MADE WITH TYPE 1 CEMENT AND STONE AGGREGATE RELATIVELY CONSTANT TEMPERATURE FOR PERIOD WORK. CONSTRUCTION PERIOD. TEMPORARY BRACING AND/OR AND SHALL DEVELOP 3,000 PSI IN 28 DAYS. NECESSARY FOR HYDRATION OF CEMENT AND 3 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SHORING SHALL BE INTRODUCED WHERE NECESSARY TO 4 VERTICAL REINFORCING NOTED ON DRAWINGS SHALL HARDENING OF CONCRETE. ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE CONSULTANTS: SUBJECTED. SUCH BRACING SHALL BE THE EXTEND FOR THE FULL HEIGHT OF MASONRY AND SHALL 13 DO NOT PATCH, FILL, TOUCH-UP, REPAIR, OR SEQUENCES AND PROCEDURES, AND FOR THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE BE GROUTED IN PLACE, USING A MAXIMUM OF 4'-0" REPLACE EXPOSED CONCRETE EXCEPT UPON EXPRESS MJ ENGINEERING & DESIGN COORDINATION OF ALL PORTIONS OF THE WORK. LEFT IN PLACE AS LONG AS REQUIRED FOR LIFTS. PROVIDE #5 BAR AT ALL CORNERS, END OF DIRECTION OF ENGINEER FOR EACH INDIVIDUAL AREA. 4 THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION SAFETY AND IS SUBJECT TO CONTROLLED INSPECTION. WALL, EACH SIDE OF OPENINGS, AND EACH SIDE OF AND SAFETY OF ALL PERSONS, EXISTING FACILITIES AND CONTRACTOR SHALL SUBMIT PROCEDURE, DESIGN CONTROL JOINT. 14 REPAIR OR REPLACEMENT OF DEFECTIVE CONCRETE CALCULATIONS AND DETAILED DRAWINGS FOR THE WILL BE DETERMINED BY THE ENGINEER. M Jm Ei&D EXISTING EQUIPMENT AND DISPLAYS AT THE COMPLETE PROPOSED SUPPORT SYSTEM TO ENGINEER 5 FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT `'' i CONSTRUCTION SITE AND THROUGHOUT ALL AREASFOR APPROVAL. FOR A DISTANCE OF 24" BENEATH AND 12" EACH SIDE ENGINEERING & DESIGN ,,. AFFECTED BY THE NEW CONSTRUCTICN. R OF ALL BEAM REACTIONS, UNLESS OTHERWISE NOTED. DESIGN CRITERIA: o 5 THE CONTRACTOR SHALL THOROUGHLY VERIFY ALL 10. COORDINATE E WITH ARCHITECTURAL, MECHANICAL AND 3 Battista CT Sayreville, NJ 08872 ELECTRICAL DRAWINGS FOR CLEARANCES, DIMENSIONS, 6 MASONRY REINFORCEMENT TO BE ASTM A615-GRADE NEW YORK CITY BUILDING CODE Phone : (201) 365-8065 DIMENSIONS AND FIELD CONDITIONS AT THE JOB SITE. EQUIPMENT LOCATIONS, OPENING LOCATIONS AND PIPE 60, MINIMUM LAP LENGTH OF 48 BAR DIAMETER. AMERICAN CONCRETE INSTITUTE ® WWW.mjengineering.org ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE PENETRATIONS PRIOR TO COMMENCING CONSTRUCTION 0 myoussef@mjengineering.org ENGINEER; OTHERWISE, THE CONTRACTOR SHALL BEAR WORK. BASIC STRUCTURAL SYSTEM ALL COSTS TO COMPLETE THE WORK AS INTENDED ON THE METAL STUD BEARING WALLS AND STEEL FRAMING TO DRAWINGS. TRANSFER THE WALLS ABOVE CONCRETE REINFORCEMENT SLAB ON GROUND 6 MAINTAIN, PROTECT AND RELOCATE (IF REQUIRED) LATERAL LOAD RESISTING SYSTEM LIGHTING AND POWER CONDUITS, DUCTS, PIPES, WIRES 1 . ALL CONCRETE DETAILS AND CONSTRUCTION ARE TO I . ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF CMU AND STEEL CROSS BRACING BETWEEN THE COLUMNS. (EXPOSED AND CONCEALED), DURING CONSTRUCTION. COMPLY WITH THE LATEST EDITION OF THE ACI 301 & ACI 302-80 IN CONSTRUCTION OF ALL SLABS ON NO. DATE REVISION BY INSULATE ALL CONSTRUCTION EQUIPMENT FROM THE ACI 318 CODE AND LOCAL CODE. GRouN°. CONCRETE PROTECTION FOR DESIGNER: M.Y. GROUND TO AVOID ACCIDENTAL GROUNDING. 2. REINFORCING TO BE DEFORMED BARS, NEW BILLET 2. CONCRETE FOR SLABS ON GROUND SHALL BE 4,500 REINFORCEMENT : DRAWN BY: F.1. CHECKED BY: MY. 7 THE STRUCTURAL DRAWINGS SHALL BE USED IN STEEL A.S.T.M. A- 615 DESIGNATION GRADE 60. ALL PSI AT 28 DAYS. REINFORCING BARS AND MESH TO HAVE MINIMUM MJE&D NO.: SCALE: DATE: CONJUNCTION WITH THE PROVISIONS OF ALL CONTRACT BARS ARE TO BE WIRED IN PLACE. DOCUMENTS (THE SPECIFICATIONS, ARCHITECTURAL, 3. MAXIMUM SLUMP SHALL BE 3 IN. CONCRETE OVER AS FOLLOWS: M- 168 AS NOTED 05- 11 -2022 CONCRETE POURED AGAINST EARTH - 3 INCH. MECHANICAL AND ELECTRICAL DRAWINGS ETC.) 3. WELDED WIRE MESH SHALL CONFORM TO A.S.T.M. 4. SLABS SHALL BEAR ON 6 IN. POROUS CRUSHED STONE. SLAB IN GRADE, COVER GRAVEL 3" FROM BOTTOM PROJECT: A- 185. 8 THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE REINFORCE ALL SLABS ON GROUND WITH WWF AT 2 IN. GRADE BEAM 2" CLEAR EA SIDE AND TOP TOP SLAB. DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL OF 4. PLACE, SUPPORT, AND SECURE REINFORCEMENT BELOWCONCRETE WALL 2" EXTERIOR FACE 2" INTERIOR FACE. THE ENGINEER. AGAINST DISPLACEMENT. DO NOT DEVIATE FROM 1105 CEDAR DRIVE SOUTH REQUIRED POSITION. 5. STRIP CAST ALL SLABS ON GROUND IN MAXIMUM WIDTHS OF 20 FT. WITH CONSTRUCTION JOINT EAST MARION , NY 9 IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE 5. MAINTAIN CONCRETE CLEAR COVER AROUND EACH SIDE. THAT EXISTING ADJOINING STRUCTURES ARE NOT REINFORCING AS FOLLOWS. COUNTY OF SUFFOLK DISTURBED AND UNDERMINED DURING ENTIRE 6. SAW CUT CONTRACTION JOINTS IN SLAB AS SHOWN ON CONSTRUCTION PERIOD. TEMPORARY BRACING AND/OR STRUCTURAL PLANS. CONTRACTION JOINTS ARE TO BE A SHORING SHALL BE INTRODUCED WHERE NECESSARY ITEM COVERAGE BEAMS 1 .5 INCH MINIMUM OF 1 /4 THE DEPTH THE SLAB. SAW DRAWING TITLE: TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE COLUMN TIES 1 .0 INCH CUT CONTRACTION JOINTS AS SOON AS SUBJECTED. SUCH BRACING SHALL BE THE RESPONSIBILITY SUPPORTED SLAB 1 .0 INCH CONCRETE IS HARD ENOUGH SO THAT BLADE DOES NOT OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AS WALLS 3.0 INCH DISLODGE AGGREGATE. ALL CONTRACTION JOINTS LONG AS REQUIRED FOR SAFETY AND IS SUBJECT TO (EXPOSED TO WEATHER OR BACKFILL) MUST BE CUT WITHIN 12 HOURS OF CASTING GENERAL NOTE CONTROLLED INSPECTION. CONTRACTOR SHALL SUBMIT PROCEDURE, DESIGN CALCULATIONS AND FOOTINGS AND CONCRETE CONCRETE. FORMED AGAINST EARTH 3 DETAILED DRAWINGS FOR THE COMPLETE PROPOSED .0 INCH 7. SAW CUT ALL CONSTRUCTION JOINTS TO 1 /4 THE SUPPORT SYSTEM TO ENGINEER FOR APPROVAL. DEPTH OF SLAB. AFTER A 90 DAY WAIT FILL DRAWING NO.: 10 COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ALL CONSTRUCTION AND CONTRACTION JOINTS ��pF NEhrr WITH EPDXY JOINT FILLER. �Q, �ocYovss �,A S-070.00 ELECTRICAL DRAWINGS FOR CLEARANCES, DIMENSIONS, � EQUIPMENT LOCATIONS, OPENING LOCATIONS AND PIPE PENETRATIONS PRIOR TO COMMENCING CONSTRUCTION 8. SUB-GRADE SOIL SHALL BE COMPACTED TOA MINIMUM PROJECT NO.: WORK. OF RELATIVE DENSITY = 95%. � SS��P� I I I 1 FOOTING SCHEDULE mi1 I I MK REINFORCEMENT B I LENGTH WIDTH DEPTH I o S200 F1 3 0 3 0 12 4 #5 EACH WAY (T 8c B) I M 1 CONT. 3' -0" 12 4— #5 AND #5 @12 O.C. M2 CONT. l ' -4" 12 3— #5 AND #5 @12 O.C. mi " W1 W1 4 F )> •a M1 1 GB1 CONT. 16 12 3-#5 (T&B) AND #3@12 O.C. STIRRUPS 3 0 0 4 SLAB ON GRADE WITH o ` WWF 6X6X—W1 .4X1 .4 14 ;�, CONCRETE COLUMN SCHEDULE ,) I ABOVE 4" CRUSHED STONE , SIZE 4 SLAB ON GRADE WITH I 4 SLAB ON GRADE WITH •,; w1 . ,.: : :�' r : MK REINFORCEMENT WWF 6X6X—W1 .4X1 .4 I WWF 6X6X—W1 .4X1 .4 M1 LENGTH WIDTH I. )) GB 1 1 1 —4 GB 1 1 ABOVE 4 CRUSHED STONE _ ABOVE 4 CRUSHED STONE ` C1 12 12 6— #6 VERTICAL AND #3 @12' O.C. STIRRUPS wl C2 12 4- 6 VERTICAL AND 3 @12 O.C. 8 , # # , STIRRUPS Ln I mi ro WALL SCHEDULE ;1 I GB1 I GB1 GB1 W1 1 I 12 CONCRETE WALL WITH #5 @12 O.C. EACH WAY BOTH SIDE _4 I 1 ,-4„ 1 I W2 8 CONCRETE WALL WITH #5 @12 O.C. EACH WAY 4" SLAB ON GRADE WITH I 4" SLAB ON GRADE WITH I 4" SLAB ON GRADE WITH : °. WWF 6X6X-W1 .4X1 .4 GB1 ( WWF 6X6X-W1 .4X1 .4 GB1 WWF 6X6X-W1 .4X1 ,4 I NOTE: - ' ` ABOVE 4" CRUSHED ST I.ABOVE 4" CRUSHED STONE ABOVE 4" CRUSHED STONE 4 ' 1 . TOP OF SLAB TOP EL _215SEE ARCHITECTURAL I I DRAWINGS. CONSULTANTS: 2. ALL FOOTING SHALL BE BEARING ON TOP OF 4" MJ ENGINEERING & DESIGN PEI/ - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - I- - - - - - - CLEAN CRUSHED STONE 1 , C1 C1 1 GB1 GB1 GB1 ' ; >) I f:, I 3. SLAB ON GRADE TO BE 4 STRUCTURAL SLABli,,� 8 1.: 1 —4 4 SLAB ON GRADE WITH ' I ';+ m i F.M.).". ENGINEERING & DESIGN ' — --� WWF 6X6X—W1 .4X1 .4 . " 3 —0 I I W/6X6—W1 .4XW1 .4 OR FIBER@25 CY NORMAL 1 0 WEIGHT CONCRETE, fc =5000 PS MINIMUM. ON TOP " ABOVE 4 CRUSHED STONE 1 —4 )) 0 3 Battista CT Sayreville, NJ 08872 4 SLAB ON GRADE WITH I I I OF 4 CRUSHED STONE OR CLEAN ROCK LEVEL d Phone : (201) 365-8065 GB1 GB1 , WWF 6X6X—W1 .4X1 .4 I TYPICAL SLAB REINFORCING SHOWN ON PLAN. ® www•mjengineering.org •'I » M 1 0 myoussef@mjengineering.org ABOVE 4 CRUSHED STONE I �` w1 ° I ' _Q0 :: � I 4" SLAB ON GRADE WITH 4. FOOTING AND ALL FOUNDATION SYSTEM yff I SHALL BEAR ON TOP OF 4" CRUSHED CD WWF 6X6X-W1 .4X1 .4 ' W1 I W1 " )) 'r: 1 ABOVE 4 CRUSHED STONE I STONE OR CLEAN ROCK LEVEL PLACED ON A SUITABLE SOIL,WATERPR00FING SEE N0. DATE REVISION BY WATERPROOFING NOTES AND DESIGNER: M.Y. M 1 ;I I ( DRAWN BY: F.I. L ARCHITECTURAL PLANS FOR MORE CHECKED BY: MY. w1 —f ..r..4 ,•moi. — ,J.. — — — — — — — — — — — — — — — — — / — I— — — — — — — C 1 1 1 I I DETAILS) . MJE&D NO.: SCALE: DATE: I f I I M-1 68 AS NOTED 05- 11 -2022 CD 05. ALL INTERIOR FOOTING TO BE LOCATED 6" BELOW PROJECT: Ik TOP OF SLAB ON GRADE -L- _ mi 1105 CEDAR DRIVE SOUTH .. A - - - - - - - - - - - - - - - - - - - - - - - - - W1 �. ::- - - - - - - - - - - � ;� ��;'� � .� ';� 6. COLUMNS: SEE COLUMN SCHEDULE. I EAST MARION , NY > >, 19'-0" 19'-0" 19'-0" 5'-2" 9'-9Y2 7. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL COUNTY OF SUFFOLK "I _____ 5 —2 --------- f DRAWINGS. I DRAWING TITLE: 7 ) 6 5 4 3 2 1 8. SEE ARCH'L/SITE PLAN FOR ALL EXTERIOR WORK, VIZ, SIDEWALK, PAVING, CURB 8c GUTTERS, RETAINING FOUNDATION & BASEMENT WALL, ETC. FLOOR PLAN 1 FOUNDATION AND BASEMENT FLOOR PLAN 9. FOOTING CONCRETE ' F0100 SCALE 1/4"=1'—o" N fc =6000 PSI MINIMUM NORMAL WEIGHT CONCRETE. SEE FOOTING REINFORCEMENT pF NEW DRAWING NO.: SCHEDULE FOR REINFORCEMENT. ��a�Y°�Ss�°�� FO-100.00 a PROJECT NO.: 10. SEE ARCH'L PLANS FOR ALL MASONRY OPENING DIMENSIONS. M2 M2 M2 FOOTING SCHEDULE f 2 2 SIZE k REINFORCEMENT 'r LENGTH WIDTH DEPTH ' 1 '-4" 1 '-4" 1 ' -4" „ J'' M 1 CONT. 3' -0" 12" 4- #5 AND #5 @12" O.C. r: +' 4" SLAB ON GRADE WITH M2 CONT. 1 '-4" 12 3- #5 AND #5 @12" O.C. N — i cV WWF 6X6X W 1 .4X 1 .4 N ABOVE 4" CRUSHED STONE `�' °� N GB1 CONT. 16" 12" 3—#5 (T&B) AND #3@12" O.C. STIRRUPS I : a 4" SLAB ON GRADE WITH j, WALL SCHEDULE WWF 6X6X-W1 .4X1 .4 ABOVE 4 CRUSHED STONE ., 4 SLAB ON GRADE WITH I „ WWF 6X6X-W 1 .4X 1 .4 r W1 12 CONCRETE WALL WITH 5 @12 O.C. EACH WAY BOTH SIDE B 1 ABOVE 4 CRUSHED STONE 2 1______________ _ ------------------------- 2 W 2 8' CONCRETE WALL WITH #5 @ 12 O.C. EACH WAY � i I I m m i t t CONCRETE COLUMN SCHEDULE N N m Ln 4—#5 (T&B) m 6, i �I �I SIZE REINFORCEMENT r I I I LENGTH WIDTH I I --- - I p — — -- --— — — — — — ' U ' -- ----- ------ - — f _____ o - - - - - - o - - ____________________________ ___ - - ______ ~___ -�- - - C 1 12' 12 6- 6 VERTICAL AND 3 @ 12' O.C. STIRRUP S ------------I--- --- --- L- -------- ----I' i - - - - -�- -', 1 - # # = , -# @ 12 I.C. 6-#5 @ 12 0.'; ; o 0 6-# 12 O.C. B 1 '' ,' - _ ii ,� , _ C2 12 8 4 6 VERTICAL AND 3 @12 O.C. STIRRUPS 1 E ITOP . 10 -0 TOP ( 10 -0 i o o TOP i 1i0 -0 '- # #) ) ; I ; @ - � � � � ) TOP ( 10 � ) � � � � � � C� i O' 1 I ' n i r\ 1 I 1 r I ---- ' 1 I , N D ' ' I C ' ' CONCRETE SLAB AND BEAM SCHEDULE _N 0 F- � i- 6-#5 @ 12 O.C. ----------- ----- - -- I 1 , Ii 8 m. ' �-; 8 TOP ( 10, 0, \-- ---------- 19'_0 I ,� „ „o ) I 88 CONCRETE SLAB W/ #5 @12 O.C. EACH WAY (T&B) TYP. m t l (�------ o -----------' - - ------ - -- 12"X8" CONCRETE EMBEDDED BEAM W 4- 6 TOP AND BOTTOM B1-- =--- -, � 'I , ,,r:; B1AND 3 @12 0.C. STIRRUPS `�' 6- 5 @12” O.C. 6- 5 @1 O. I777 I �1 I Io 8"X8CONCRETE EMBEDDED BEAM W/ 3-#6 TOP AND BOTTOM TOP 10 —0 TOP 10 0Qu_ : t � > s ? - - - - - - - --� - � - - - - - - - - � � B2AND 3 @12O.C. STIRRUPS ------------------------------------------ #i � B 1 ! B 1 6 12 O.C. 1 CONSULTANTS: 4 SLAB ON G ADE WITH i ! ! i ! ! n TOP00NOTE:-o i 1 . AD 5 @1 MJ ENGINEERING & DESIGN 0 1 D # 2 O.C. L SHAPEWWF 6X6X-W1 .4X1 .43 -0 LONG AT ALL EXTERIOR , n � , I IL-1 JAB'OVE 4CRUSHED STON i I I 'Io i ' I - - - 4SLA ON GRADE WITHo°- °- ' ' ' I PARAMETER (TYP) I-_ i WWFX6X-W1 .4X1 .4I i I I (�I 1 I y'� m i 'i:' � II:1 ENGINEERING & DESIGN � ABOVE 4 CRUSHED STON 2. ADD ADDITIONAL REBAR AT ALL IWA COLUMN LOCATION 6-#6 @12 y 0 3 Battista CT Sa reville, NJ 08872 0.C. EACH WAY TOP SEE PLAN. d Phone : (201) 365-8065 " .mjengin ing.org 6- 5 @12 O.C. 6-#5 @12 O.C.; ® wwvW eera myoussef@mjengmeering.org ( )TO 10 -0 � 'u ; ---- --- ! TOP 10 - „3. ALL EXTERIOR WALL SHALL BE 6J7oo �; CMU WALLS WITH #5@16 O.C. ------------------ Y� �i--il VERTICAL REBAR.SEE ARCH FOR - - - - - - 1` `r .``'------------------------------------------------ ----------1- ---------------- --------------------- --- -------M1 --------------------B1--- o---_- 5--@ 1-- » �.C. B 1 _ ' T - -7---- ------ M 1 ALL OTHER WALLS TYPES.i NO. DATE REVISION BY 6 # 12 0.0 B1 '> DESIGNER: M.Y. o q TOP ( 10 ) q TOP11; 0'-0 ) � 4. EXTERIOR FOOTING SHALL BEOIOijIO I DRAWN BY: F.I. �O '— �o `oLOCATED WITH A MINIMUM 4' 0CHECKED BY: MY. 6- @12" O.C. MJE&D NO.: SCALE: DATE: # m m; ; ; ( ; I BELOW THE GRADE ELEVATION. M- 168 AS NOTED 05- 11 -2022 > )i ' ' C1 ”TOP ( 10 -0 ) ; ; ! cow N 4" SLAB 0 P' WWF 6X X m U -------------- ---------------------------------------------------- ' 1 VERTI A 12' 4 I SHAPE f�12" 0.f C.fl o ^ , -O T� I I � 1 tI ; i o1 B 1 1105 CEDAR DRIVE SOUTH ml1i o _ - ------------ - y EAST MARION , NY 6 5@12 0.C o ---------- --------IZ TOP ( 10'-0") ��, B1 B1 I I COUNTY OF SUFFOLK 6- 5 @12 O.C. ------------------B --------------------------�- _-- TOP 10__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _________ ___L__-__ W2 •' W2 0:::. O DRAWING LE� ------------ -------- m N o 6-#5 @12O.C. N o FIRST FLOOR PLAN AND o4 SLAB ON GRADE WITH WWF 6X6X-W1 .4X1 .4 @ �? TOP ( 10 -0 ) oFOUNDATION ABOVE4" CRUSHED STONE n nL - - - - - - - - - - - - _ _ ------_----- _--- - - - I o - - - ___l - - - - - — DRAWING N0.` --------- --- -- ! - ` -- � - - FNEL. ---y--------------------�-- - - ---J `(YOVs 0 S-100.00 , W2 19'-0„ 5,_2» 91-9Y2 a - � 1ST FLOOR P LA I� .�=- 5'-2" -- ------- -------------- -- - 2 — ; ' � � �� PROJECT NO.: �OO SCALE 1/4"=is—on 19 —0 ssw�P' 7 6 5 4 3 2 1 _ - - -- - - - - I _ --- -- _ -- --- H _ - - - - __ -- - - - - --,-----_-- ---- -_-- -----_--------_-= --_ _=--= ---------=----=--- --=------=-----------=_-_-_- --- -- - - - - - - - - - - ------ ------------------------------------------------- ------�- ---------- - - �'- » it IC2_ B2 ;, 2 B2 2 B2 6-#5 @12 O.C. 1�2 II CONCRETE COLUMN SCHEDULE 6-#5 @ 12 O.C. 6-#5 @12" ; O.C. 6-#5 @1 ; O.C. „ TOPS 10'-0" 'TO 10' - '') T01�? 101 TOP ( 10 -0 ) ' SIZE „ ; b ) jl O ^ O ^ o ^ ; I ; O MK REINFORCEMENT j o ^ o ' I o ! N �j LENGTH WIDTH IIN I I N 1 1 N I I � �I ! ' o o @) c III C1 12" 12 6- 6 VERTICAL AND 3 @12' O.C. STIRRUPS cel I Ln I Ln Lf7 I I Ln III � I O O ! I ; 8 I Q ; ( ; B2 p C2 12 8 4 #6 VERTICAL AND #3 @12O.C. STIRRUPS -r I B 2 �o I— I— I ' I B 2 ' I I � �-- B 2 I I I I I I .6-#5 @12" O.C. 6- 5 @ 12" 0 C. i - " I ! , „ ; ; ; ;6 5 @12 O.C. Ii,, CONCRETE SLAB AND BEAM SCHEDULE =TOP ( 10 -0 ) ' I _ 10 J16 GA I ! I I I ( 10 , I I » @ 16" O.C. 8 ! 8 8 CONCRETE SLAB W/ #5 @12 O.C. EACH WAY (T&B) TYP. I I I I O O 1 1 : 1 1 CD ,� ' ; 6- 5 @12" O.C. 0 o B1 O ' N I N i I I -- -__-_--_--- ----- 7\I I �, i TOP ( 10'-0') G ----------------------------- -_ - - - � 0-J-1 �--G 12"X8' CONCRETE EMBEDDED BEAM W/ 4-#6 TOP AND BOTTOM --- ------- - -- I H ---- --- — - - - - - - - - - - ! j I { I I I ^ I I I I I i I I 2- 10 J16 GA+2-4T 16 GA - — I I 3- 6 J 14 GA+2—6T 14 GA ® P 1 I II I 3- 12 J14 GA+2 6T 14 GA HI I G - - -- - - - ----- III - - - - - - - - - - � - - - - - - - - - - - - -H 1 I rl I I II I � I H1 H1Y{ ; I I I I I I I it I I i I I ---- ----------------------- ---- ----------------------- ------- , 2— 10 16 GA @ EACH P1 TYP. !' I----------------- P 1 --- ----------------------------- ------------- -- -- , •'• `' H1 � ,.,• 1 1 ` `• a I I I I II � ; i j I ill, II I j I I F Y IM I ! H,1 I I � Hl H1 H1 - � � I R 2- 10 16 GA @ EACH P1 TYP. I I I Y I I j -- - - - - -- P1 1 III j : ill s I — — ----— — ' ---- ---- ' I _.-- - -- - - - - - E - - - - - - Y Ln ' `1- i, t 1 I II 4 Y i r o r Y 1 'I I I { 1 ! ► 1 10 J16 GA @16', 0.C. 1 CONSULTANTS: H 1 I I I , I I MJ ENGINEERING & DESIGN !I - r 2- 10 16 P1 TYP. 'I ! ,� -I! 1i0„ J16 GA @1 j 0.C. I ; 10 J16 G ! @16 0.C. - _. -- — — F i I. � I I I - I I,i I • I , � I R ran ENGINEERING & DESIGN - --- — - L , 16 GA@EACH P1 TYP I I - I I . I --- I - I - _ - H'1 I ' ' 0 3 Battista CT Sayreville, NJ 08872 P 1 Ili . I II ! I � Y f — I PU L—D WN 1 � . _ y i� I I - d Phone : (201) 365-8065 II j STAIR r H H ® www.m en ineerin or ATTIC — I' I J g g• g 0 m oussef men ineerin or Y @ J 9 9• 9 I / I _ - - _ _ _ _ - 1 JI-6=-GA --@ - EAQ H --P 1-- -TYP. 1 — 1 2— 10 16 GA @EACH P11 TYPE 1 — u NO. DATE REVISION BY II 1 DESIGNER: M.Y. I I Ia I I DRAWN BY: F.I. ' I I �I H 1 I I CHECKED BY: MY. I I I I I MJE&D NO.: SCALE: DATE: N I I ! 2- 10 16 GA @ EACH P1 TYP. 2- 10 J 16 GA @ EACH P1 TYP. I I M- 168 As NOTED 05- 11 -2022 4 H1 H1 i P1 I P1 I I I I I PROJECT: H 1 _-_ __ ---------- — - I E H111 I 1105 CEDAR DRIVE SOUTH I i H 1 --- l -------------- ---------- ------ -------- ---------- PLANTER --- ; EAST MARION , NY I' -- - r PLANTER PLANTER Y BELOW BELOW I I COUNTY OF SUFFOLK I - - -H 1 g - - -- - - - - - - - - --- --- — -_ — - - - - - - - - - - - - - - - - - - - - — I �' DRAWING TITLE: I I I I I , I I CD I ATTIC FLOOR FRAMING I I -- -_- - _- _ _ _ _ _ - _ - � I _ - _ -- _ J - - I_ DRAWING N0.• - - -- - - - - - - - I - - - - - - - - - - � - I I I OF NEfNY 1 I � oYo SSF0.� S-102.00 I I I I � ' 1 ATTIC FLOOR, FRAMING PLAN I - -- I I b �O2 SCALE 1/4”=1'-0" I. > ), 19 —0 19'-0" 5 —2 9 —9)/2)) 5 —2 - PROJECT NO.: 19 —0') ssw�P 7 6 5 4 3 2 1 I I I I I I I I I � I I I I I I I I I I I I I , 2- 10 J16 GA+2-4T 16 GA ---- ------------- 3- 6 -- --------3- 6 J14 GA+2-6T 14 GA ® P 1 --1 .-.O - --- - - - - - - - - - - - - - - - - - - - - - - - - FT,--CD - - -- - =�- - - - - - - - - - -I - - - - - - - - - 3- 12 J 14 GA+2- 6T 14 GA H1 I � I @ / I 1 J16 GA 10 J16 A @116 O.C. C @16 0. j - - -- - - - F - - - - - - - f - - � r / I ji I C II Q0 C II ' v ! I I, P 1 va , - - - - - - - - - - - - - - - - - -E - - - - - - - - - - - - - - - - - - - d -- - - - - - - - - - I , II _ f LC (-D I I CC Cfl II' C ' @) jj Q01 W U I i CD- - \ C� ---- - -- 10 1116 GA @16" O,.C. _ 10 ;J16 GA @16 10.C. I II ®p �2 J — P 1 CONSULTANTS: 0 - 0 � I ' � li � I I ^ I I MJ ENGINEERING & DESIGN IIJ Mi" Ea I I r IL= ENGINEERING & DESIGN I r I INJ 08872 ., I� 3 Battista CT Sayreville, ! d Phone : (201) 365-8065 ® www.mjengineering.org - - � - - - - - - — 0 myoussef@ 1 g 9 I` IIS i i I ,I� � men ineerin .org 6 J 16GA '' , I - - � . P1� - - I I j COOL R TIE j 1, - , / @4' - 0.C. I NO. DATE REVISION BY I I � 10 J16 GA 10 J16 G , - I i I I , DESIGNER: M.Y. P 1 @ 16" 0.C. @161, 0.0 R DRAWN BY: F.I. ,'10 J 16 G 10 J 16 G __ _ ! - - - },"10 J 16 G 0 10 J 1 MJE&D NO SCALE DATE 6 GA I I I CHECKED BY: MY. .� /I @ 16 O.C. `@ 16 0.C. III @ 16" 0.C: `@ 16" O.C. ' I ' M- 168 AS NOTED 05- 11 -2022 I Q0 PROJECT: ( ^^C \ I Q 1105 CEDAR DRIVE SOUTH � lll,.l-., ;' - - - - - _-- _ _ _ _- - - - - - - - - - EAST MARION , NY �- -t - _ - { I O 1 COUNTY OF SUFFOLK I , I I I I I I I I I DRAWING TITLE: I I I I L - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - � - - - - - I- - - ATTIC FLOOR FRAMING I I I I I I I I ( I , -- 5'-2 --� ----- 9 --- ---- -------- - DRAWING NO.: 19'-0" OF NEW ��o� �o�� 1 ROOF FRAMING PLAN 7 6 5 4 3 2 1 c') YO�, YovSs. S103 SCALE 1/4"=1'-0" r PROJECT NO.: ssw�P" (CI ) 12"X 12 CONCRETE COLUMN W/ 6— #6 4" SLAB ON GRADE WITH (131 ) "12X8" CONCRETE VERTICAL AND #3 @12' JWWF 6X6X—W1 .4X1 .4 EMBEDDED BEAM W/ 4—#6 „ #4 L SHAPE @12 O.C. ABOVE 4 CRUSHED STONE TOP AND BOTTOM AND 3 6 C. M. U. WALLS WITH O.C. STIRRUPS @ GRADE BEAM TYP. # #4 L SHAPE @12 0. @12" O.C. STIRRUPS #5@16" O.C. VERTICAL AROUND FOOTING EDGE 4" SLAB ON GRADE WITH REBAR TYP. WWF 6X6X—W1 .4X1 .4 8 CONCRETE SLAB J7 ABOVE 4" CRUSHED STONE a W/ #5 @12 O.C. 4" SLAB ON GRADE WITH EACH WAY (TCB) TYP. WWF 6X6X—W1 .4X1 .4 -- ABOVE 4" CRUSHED STONE °. 1 ' 4 F.F. EL 31 .5' 1 Aa (GB 1 ) 16"X 12" CONTT- 1 .-zt—#1 -1 ° CONCRETE GRADE BEAM ° G.F. EL 30.0' W/ 3—#5 ( AND #5 @12 L SHP E '° concrete wall 1 #3@12" O.C. STIRRUPS (W1 ) 1277 CONCRETE WALL 3 —0 W/ #5@12" O.C. EACH >> 7>> (F1 ) 3'-0"X3' -0"X12" (GB1 ) 16 X12" CONT. WAY BOTH SIDE CONCRETE GRADE BEAM CONCRETE FOOTING W/ 4— 2 GRADE BEAM DETAIL 5 EACH WAY ON TOP OF »_ ! ° ° °. Q ad ° (Mi ) 3J —O"X 12" CONT. W 3—#5 ( )B AN D #JJ S200 SCALE 1/2 —1 —o °, d . • e ° . ° d , / , 4 CRUSHED STONE de CONCRETE FOOTING W #3@12 O.C. STIRRUPS e >>/ 4— #5 AND #5 @12 1 F1 FOOTING DETAIL „ O.C. ON TOP OF 4" S200 SCALE 1/2»=1'-0" #3 NOSE 4" SLAB ON GRADE WITH 3 —0 CRUSHED STONE #4 @12" O.C. WWF 6X6X—W1 .4X1 .4 ABOVE 4" CRUSHED STONE (W1 ) 12 CONCRETE WALL >J #4 @12" O.C. W/ #5@12 O.C. EACH (W1 ) 12 CONCRETE WALL FFEL 315 ° W #5@12" . O.C. EACH F. . e WAY BOTH SIDE WAY BOTH SIDE a o F. F. EL 21 .5' 4 a • ; (M1 ) 3' -0"X12" CONT. 4" SLAB ON GRADE WITH ° d ° CONCRETE FOOTING W/ 4— #5 AND #5 @12 O.C. ON ° a • ° WWF 6X6X—W1 .4X1 .4 d as ,-,� ,-,� �� ,-.� ,-,� • . d�, ;ed ;a. a 77 4 SLAB ON GRADE WITH d ABOVE 4" CRUSHED STONE TOP OF 4 CRUSHED a WWF 6X6X—W1 .4X1 .4 a �o ABOVE 4" CRUSHED STONE STONE . a ° a a A SECTION A-A (Ml ) 3'-0"X 12" CONT. S200 SCALE 1/2"=1'-0" CONSULTANTS: 4d x a CONCRETE FOOTING W/ 4— MJ ENGINEERING & DESIGN #5 AND #5 @12" O.C. ON . p d TOP OF 4" CRUSHED ° lm `&D - ; J, STONE (W1 ) 12" CONCRETE WALL 2- 10 J 16 GA+2-4T 16 GA r e } 0 3 —0 COMPACTED BACKFILL „ ENGINEERING & DESIGN W/ #5@12 O.C. EACH ' WAY BOTH SIDE L6 X 12 12 GA CLIP ANGLE 0 3 Battista CT Sayreville, NJ 08872 (�3 EXTERIOR WALL FOUNDATION DETAIL EACH SIDE ATTACHED To d Phone : (201) 365-8065 S200 SCALE 1/2»=1'-0" CONCRETE COLUMN W 4— rz my u sJef@mjengneerriing.org "0 EXPANSION BOLT (5" EMBEDDED ) AND TO e HEADER W/ 6— # 10 ° SCREWS NO. DATE REVISION BY DESIGNER: M.Y. 6 #6 ADDITIONAL TOP REBAR (M1 ) 3'-0"X12" CONT. DRAWN BY: F.I. CONCRETE FOOTING W/ 4— CHECKED BY: MY. 5@ 12" O.C. O N MJEM- 168 6AS Sc . NOTED 05- 1 1 -2022 CONCRETE COLUMN BEYOND #5 AND #„ TOP OF 4 CRUSHED CONCRETE COLUMN BEYOND PROJECT: 8" CONCRETE SLAB W/ #5 STONE @12" O.C. EACH WAY (TCB) 1105 CEDAR DRIVE SOUTH TYP. A SECTION B - B EAST MARION , NY 6 #6 ADDITIONAL TOP UOOSCALE 1/2 11=19-099 REBAR COUNTY OF SUFFOLK ° ° •° ° (132) 8"X8" CONCRETE EMBEDDED BEAM W/ 3—#6 DRAWING TITLE: TOP AND BOTTOM AND #3 4 HEADER TO COLUMN ATTACHMENT DETAIL B1 12"X8" CONCRETE @12" O.C. STIRRUPS �OO SCALE 1/2"=1'—o" ( ) ATTIC FLOOR FRAMING EMBEDDED BEAM W/ 4—#6 TOP AND BOTTOM AND #3 CONCRETE COLUMN BEYOND @12" O.C. STIRRUPS DRAWING NO.: Of NEIv Y YOUss �.� S-103.00 co (,,S200) C SECTION CPROJECT NO.: SCALE 1/2 Is=i f—off J Lf 95 Assso&s AMENDMENT �Zq-23 -1 I—... _.-1 �.•:., .:� I OU1�D�4TION NOTES: BSMNT MOTs: • 9 1. PROVIDE 4" DIA. GONGRETE FILLED "LALLY" I. PROVIDE ONE (1) HOUR FIRE RATED ASSEMBLY, (2) LAYERS a I GOLUMNS WITH TOP AND BOTTOM BEARING OF 5/8" FIRE RATED GYP. BRD., ABOVE HOT WATER HEATER PLATES ON POURED CONCRETE FOOTINGS (SEE AND FURNACE AREA MIN. 8'-0" IN ALL DIRECTIONS (refer to " I i,_4„ '-4' PLANS FOR SIZES) ON FIRM UNDISTURBED 501L, (2) attached note sheet 6.5. #1). r TONS P.S.F. (typ., U.O.N.).- SEE ENGINEER OF ba-4 REGORD'S (E.O.R) DOCUMENTS FOR ALL 2. PROVIDE SMOKE ALARMS (S.A.) WHERE INDICATED. ALL STRUCTURAL O.R)SPE D IF IA MENTI S. SMOKE ALARMS ARE TO BE HARD WIRED, INTERCONNECTED AND WITH BATTERY BACK-UP. 2. PROVIDE 12" THK. POURED CONCRETE 3• PROVIDE GROSS-BRIDGING AND WEB-STIFFENERS AS FOUNDATION WALLS W/ 2" XPS INSULATION TO THE SPECIFIED ON ATTACHED DRAWING "E.P.-I-FRAMIN6 DETAILS" EXTERIOR AS PER STRUCTURAL EN6INEERIN6 FOR ALL NEW "ENGINEERED" PRODUCTS. -I " DOCUMENTS ON REINFORCED, POURED CONCRETE FOOTINGS ON FIRM UNDISTURBED SOIL (2) TONS 4, ANY ENGINEERED I-JOISTS SHALL BE PROTECTED ON 9•_ 24'-3• 24'_30 e'- " P.S.F. BEARING GAPAGITY (typ.). REFER TO UNDERSIDE W/ �" THK 6YP5UM BOARD APPLIED DIRECTLY TO ;r �, , ��_�• s'-8• -3'-s • 6'-m" - STRUCTURAL ENOINEERIN6 DOGUMENT5 FOR ALL UNDERSIDE OF JOISTS PRIOR TO SOFFITS/ BOX-OUTS FOR B REINFORCEMENT AND DETAILS. MEGH. EQUIP., OR APPROVED FIRE-RATED MATERIAL ON WEBS. 3. PROVIDE 4" THK. POURED CONCRETE SLAB 5. PROVIDE (2) PRESSURE TREATED 2"x6" WOOD SILL - - - - - - - - - - - - REINFORCED WITH 6X6 10/10 W.W.M. (I" FROM TOP) PLATES W/ 18" LON6 GALVANIZED ANCHOR BOLTS SPACED A W Uj �; ON 6 MIL. VAPOR BARRIER (MIN. 6" LAPS) ON 4" MAXIMUM OF 6' O.G. THERE SHALL BE A MIN. OF (2) BOLTS Jx- yp• PER PLATE LOCATED NOT MORE THAN 12" FROM EACH END. - �'� I I • JOINT - FILL PERIMETER. BOLTS TO CONCRETE FILLED 1A. AND SHALL BLOCK FOUNDATION NWITH TERMITE SHIELD x �L rf 1l� I I I 4. PROVIDE 4 DIA. PERFORATED FOUNDATION AND INSULATION PAD, TIED DOWN STRAPS SECURING 2" X6" LA DRAIN, FULL PERIMETER OF FOUNDATION, PITCH ' >= MEGH ROOM � = - TO LOW POINT ON SITE. PROVIDE GRAVEL PLATES ARE ACCEPTABLE. n'-�11 X SURROUND. MIN. OF 24 . • I � a \cLe.•s'-�/� � - � �� 6. WINDOW WELLS SHALL HAVE A NET CLEAR AREA OF � S.F.. • # ` "" •� 0 5. PROVIDE 3/8" CEMENT FINISH GOAT FULL WHERE THE VERTICAL WELL DEPTH EXCEEDS 44 INGHESW I ;�� I o� �--� r; - _ PRO\/. A PERMANENTLY-AFFIXED METAL LADDER A MIN. OF 12 I I � I �I L - - - - - I _ _-_- �BLOGK COVERAGE TO COVE BASE WITH INGHES IN WIDTH. THE LADDER SHALL PROJECT 5"-6" AND - - - - - - - - - - - - - - J a :i:: - - TUFF N DRY WATER BARRIER OVER 2) GOAT 18" O.G. . --- �--- . .. .....__ ,. .:,.: ... ,...T•,. ;. - _ F OF ASPHALTIC DAMP-PROOFING FROM GRADES -_. ; ,. . .�.� - HAVE AN APPROVED . ...:. ..... �. .. . ....... .. ...• . . . ., �- ....., •: .,: .,a DOMES'ON THE W NDOW WELL �ALL HAVE RUNC75 SPACED A MAX. ALL 6RA S OR •-•�. •'••' •�--• • . � ��• • " � ,,.• DOWN TO COVE BASE AND TO BOTTOM OF A � FOOTINGS (typ.). RELEASE MECHANISM. k6parl ( '' -1. PROVIDE 3/4" T. 6. SUBFLOORIN6 GLUED AND SCREWED. 6. PROVIDE GLEAN OUTS AT ALL FLUES AND 18 (MIN.) BELOW FURNACE FLUE CONNECTION (typ.). 8. PROVIDE 4 X 4 STEEL POST W/ 1/2 THK. 8 X 8 STEEL L --- I - PROVIDE MIN. 2" AIR SPACE BETWEEN FIREPLACE BEARING PLATE AT POINT LOADS. HILTI TO SLAB W/ 4 - 1/4" • ■ g_ 9_ I To aunT 1 I{ I I I I I • • .Y - AND CHIMNEY MASONRY AND WOOD FRAMING. DIA. BOLTS WHERE INDICATED ON PLANS. Uj I I 8„x8,�m„ I I I I II I II I I .j . 1. PROVIDE 8" THK. CONCRETE E ABOVE GRAD BLOCK SHOWN IN DOUBLE BLE JOISTS EVERY THIRDIJ015T UNDERER ALL KITCHEN BATHS, ANDLLEL PARTITIONS ND I I STONE WATERTABL • - III i 1 DN I _ '" I uwoir6' ; +` 0 PRANIN65 WITH 6ALVANIZED BRICK TIES AND FOYER, AND AREAS TO RECEIVE STONE OR TILE FLOORS. - - - --� a'.r --- =�`� m®• /' `\ _br ,-�• m 1 " I -T I WEEP HOLES AS PER CODE. Uj .' _ I• :,. -I { I I I F- I wP -� -� E — — — I I ALL INTERIOR ILING5 TO BE 3'-O"HIGH,BOTH I I t : I 1" (Typical I I SIDES. THE ". E BETWEEN BALUSTERS TO BE I I I Clear 6" X 6" - W1.4 /W1.4WWM / LE55 THAN 4". NEW WOOD STAIRS TO HAVE I 8"MAX R15ER D W MIN TREAD WITH 1" No51N6, I I w ' 1 I I 1 I TYP.ENSURE V- '(MIN)HEADROOM OVER I I _ •' ` I — - ------- —----_ z: STACKED5TAI ----------- -- --- -- to I I I I I I I I I •ll I I I l I I II I ----- - 111 �, I -: I I I = �� 6" Min. 10 Mil. Polyethylene Vapor Barrier • s. III—I I I I=, Crushed Stone UNEXGAVATED I -- —1111—III 6" (Min) Laps X AVA I I I -�I I II I ------I { .I, I I - W/ 14'-0"K ` c-- sA A> , (Omit For Sidewalk - Optional) n sow.aBovE I -- UNFINISHED BASEMENT I I I I I - :;•; I Undisturbed Soil Or — 5CLCs.m -081, Fill Compacted To 95/o Of — __J L p o I Max. Density At Optimum . . . . . . . . . . . . . . . . . . . . .,. . . . . . . . ., i. __-_ . . . . . .� . . . . . . . . . . .I I: . . . . . c°• -__•__~__ --------- L '�� . . . . . . . . . . . . . . . . . . . . . <;� . ( -� Moisture Content t t : --� Typical Slab On Grade Detail YP TO CFI I I I I �,.,,�• �-- — — — — — I ; ; - - -�� ----c� --n�-------I- _ See typ. slab on T. ;> = ::":r::,:;':. ,—I=----------- ------ --- __------------ --- 1-=-_=-•_=-'L---- I C� grade detail for _ _ I �— c information not ARThURDEMAREST, RA — — — — — — — — ---I _ - ----__� c=-- ---- J [�I ----- �\ I �L shown 4 ,• i i I _ I % //i. //i. //i. CMU Or Poured Concrete � I ARC ITECTS L.L.C. ONE IT. -` -_ I I Wall As Noted On Plan ' ' - _ I I___ - - - _ I I _�4"P�RFaRATED INTERIOR RADON DRAIN,IRADON-D" 0 F `• 4"(MIN)NJ POURED COW-SLAB III Vn�IT'r I I PERIMETER OF 5A5E AND GARAGE 5LAB. -10 1/2" Exp. Jt. Filler SUP! 2 0 2023 204 WAShiNC10N STREET DIRECT- REINFORCED WITH 6X6 1.4/1.4 W.W.M.(I" I , III CONNECT TO 4'SOLID VERTICAL EXHAUST PIPE I U r" VENT FROM THE TOP)ON 6 MILLILITER VAPOR I I I l (I PER 1500 5F)FOR VENTING. I I I HACICETTSTOWN NJ 07840 fl1R1I. ;� .• T I I 4" Dia. Perf. WWM ' BARRIER ON 4"GLEAN GRAVEL BED ON I .. �"� I I MFrHANIGAL EWIPFIENT NOTE: t VIRGIN SOIL OR COMPACTED FILL. {: isPipe TEL• (908) 8 50-4494 _ I I L I I VERIFY LOCATION OF NEt•�MECHANICAL V Drain ..� GOI`11�f4GTED 1=ILL T— r: -7 EQUIPMENT IN FIELD. PRQVIDE TYPE X FIRE HwI O X X ALL FILL 15 TO BE COMPACTED TO 115% _{:_• RATED 5HEETROGK 8'-0",(MIN) IN ALL I I J ARTC dEMARESTARCIi1TECTS.COM MAXIMUM DENSITY AT OPTIMUM ..:- 1 .-: ,:, DIRECTIONS AND ABOVE FURNACE,TYP. T S LAb H A U N C Ii D ETA �S ENT [AN I MOISTURE CONTENT. 14.I: :•:•.• ( ' , I m _ YP A BRANCh OffiCE OF SPECIAL NOTE: PROVIDE ONE DIRECT- H :. CARBON MONOXIDE DET1 CTOR � ii — u (C.M.)ON EvERY LEVEL SCALE: — -O SEE E.O.R. DOC S fOR S EC S • Y. I ISCIA«A & DEMAREST ARChiTECTs LLC I•.: r•I � 6 6 P CONNECTED TO ELECTRIC - / 1 a£c. 6A5 H2O :. 3,_b • ONNE ED EL GAL -CrQ. SCALE: / 16 — 1 O I :_ �- — — — — — — I SYSTEM OR BATTERY BAGK�UR———————- -f. J uNEXCAVATED I J _-------- �:..« ;: .• , , ..T .. 1"- 11 X '_ " - — B N 5 THK. CONC. SLAB ON GRADE ARCM ITECT S.O.Cs.ABOVE GONTRAGTOR TO PROVIDE REQUIRED _ W/ 6"X6' 1OX1O WWM OVER �-t _ COMBUSTION AIR FOR AL•L a O ° ° POLYEiIMENE MEMBRANE ARThUR DEMAREST -NY Lic#028 3 5 8 I— I MECHANICAL EQUIPMENT fTYP) ' H I FLOOR EL RObERT J SCIAb, AIA 0 PROVIDE 4"DIAMETER PERFORATED FOUNDATIOMAIN I— N I I o I " " . •° ° r DRAIN IN GRAVEL SURROUND-FULL PERIMETER OF I 4 2 - #5 Cont. - - DENISE PARICyN, PROJECT MANACIER FOUNDATION. PITCH TO LOW POINT ON 51TE FOR I ;f II D ° PROPER DRAINAGE. DRAIN NOT REQUIRED IF SLAB f ,- ° . 15 ON OR ABOVE GRADE LEVEL. ' I (2x Key Req'd. At D A — - ' - -• � �� - Foundation Wall r- .� �.. A 1 I I Poured Wall Only) � - - - � - '-�`� .•' � - - - - - - - � POLYETHYLENE MEMBRANE 2 3 1/Y DIA SR 4• t•-0' 4• DAMP PROoFlNG 1 513012 PLUMBING ADDITIONS - - - � BARS CONi. No, Drawn Byt r " li•8 T CO[UMN REINF DEW ABD/ DP (4 1�2" DIA HIS BARS SCALE: �° = 1',0" SEE E.O.R. DOCKS FOR SPECS Scale, 1 I I w/� 1/4 STIRRUPS 08' O.0 " 16. �" (4 11/2- DIA HTS BARS AS NOTED 8' (4 j 1 2 DIA HiS BARS W/) 1/4 STIRRUPS 08 O.0 1 Q)I I o W3 1/4 STIRRUPS 08' O.0 Date, Extend all Vents }I } }I I 6 5 8 DIA HIS BARS }I Up Thru Roof (typ) - I ° I �.I ttl �I P ° � o" s W% 3/8 DIA STIRRUPS ° " 6/20/22 Roof ttl "`t T r -� T ° D %0 08, O.0 D m B th I Beth 1t�I' I 1 I I 0 0 8 0 0 Fllenaroe Lam 2" 211 211 --- 211 I I 1 21i---irv-ink _—.r------ ----- ---- �----r-- --r-----i I I o °'0 0 8 0 L�ay. UJG WC I Lave. ay. I WC-- WC I Lav I I DE ENCIOS Wash pr er I I 1 ub I we I ITub I I �" (4 # 1�2' DIA HTS BARS B' (4) 1/8" DU1 HiS BARS t'-2 t/4• y Shower I I I I Project Mach 2'+ W 1/4 STIRRUPS 08 O.0 W Ile STIRRUPS 08 O.0 ri' (4 # 5 8 DIA HTS BARS I 1 I' I 1 / / (4) 1� 1 2 DIA S BARS Wj 1/4�STiRRUPS 08 O.0 PROPOSEd NEW CONSTRUCTION FOR ThE: I I W 1/4 STIRRUPS 08 O.0 J 2nd I 2 G.O. I C.O. 211 I 21 All I--Q- — 411 211 211 C.O. G.O. 211 211 „ 1 �„ 211 2 C.O. I I L-"j. ° o° o DEI.ENC�OS RESILIENCE Floor 1 I Ext, Bath I Ext. Shower '6 . • Master Beth I -2,1 Laundru 211 KlItchm --?"- 2 a D ° � I 1 05 CEdAR DRIVE SOUTIi L---u—r--- i 1 2"--- Stn I -I------ �n9e �a--� �� , z„ N , o 2 I 1 Si k S1lnk I o I La I Lay. Lw, WC � I WC I I o 8 o r NY WC I I I Wash pryer I Oven I wer Shower 2'X6' TREATED PINE 2'X6' TREATED PINE ° EAST ARf S Shower I I Mach. 2 + j 2 p� 2 1 I I I (DOOR HEAD) (DOOR HEAD) I 11 11 i I II COUNTY OF $UFFOt1C 2 11 1211 11 La v I M, I �- 2 let 11 I C.O. I I I 411 211 211 Floor A 11 211 C.O. 11 1 G O I I C_O. G.O. Y _211 I 2" Bah 1 I 1� CCLOR LEGEND Incoming LP L�' Gas _ _ LP Gas Line_ _ _1_ - _ _ _ _ - - Gas_ - _ _ _£ _ Sin _ _ LP Gas LLine- - - - - -Gas Line- _ _ _ ______ _ PJ Gas Lire 2 �Slnk heat Gas LTan' to We I �aa' o FLUME I NC-2 RISER CAS P I P I NCB D I AORAM NOTE Ll Furnace NWN Cl y Shouter 0 211 _ - - - GTE 1.j-STU77 A 70'-Y�77, 5-1-0U.I, F-Z-fCNI� - _ BASEMENT PLAN 2 I - PLUMBIN6 RISER 4 GAS PIPING DIAGRAM IS DIAGRAMMATIC IN NATURE. ENTIRE SYSTEM TO BE SIZED C.O. G.O. C.O. I 211 C.O. C.O C.O. 'd C.O. C.O. AND INSTALLED AS PER NEW YORK STATE PLUMBIN6 GODS, LATEST EDITION. INSTALL ALL RISERS, - - - - - - - - - - - - - - - - - - Basement 411 211 DROPS, OFFSETS, GLEAN-OUTS, GAS PIPING ETC. NECESSARY FOR A COMPLETE INSTALLATION. PLUMBER - - - - - - Drawing No., GIRDERS, RIDCsEBI=AMS, ETC. 211 4 HVAG MECHANICS TO FURNISH ANY 5GHEMATIG5, DETAILS, AS-BUILT5, OR CALCULATIONS AS REQUESTED BY THE OFFICIAL, INGLUDIN6 MANUAL J, 5 4 D LOAD CALCULATIONS. - _ JOISTS,RAFTERS,ETC._ - Connect Waste Lines to Main Waste To septic to field- 1 So�SAN rxA ;e n+ 7 2b 23 ZONING NOTES: 6ENERAL. NOTES: ELECTRIC,4L LEGEND THE BUILDER AND 51TE ENGINEER ARE RESPONSIBLE FOR ALL U I L D I N INFO MI A T I ON ZONING MATTERS, INCLUDING, BUT NOT LIMITED TO SETBACKS, I. ALL FILL TO BE COMPACTED AS PER GODS. LIGHTING EFFICACY NOTE A MINIMUM OF SO% OF THE LAMPS IN PERMANENTLY-INSTALLED GOVERAGE, HEIGHT OF BUILDING, ETC. 2. INSTALL ALL GROSS-BRIDGING, BRAGING, AND INSTALLATION REQUIR.EMENT5 AS FXITURES SHALL BE HIGH EFFICACY LAMPS. BASEMENT FIRST FLOOR SECOND FLOOR ATTIC TOTAL BU I LD I NCB GODS NOTES: PER ENGINEER OF RECORD (E.O.R.) SPECIFICATIONS. ELECTRICAL KEY SWITCH OUTLETS AREA (SF.) 3. PROVIDE 18" LONG (MIN) ANCHOR BOLTS AS SPECIFIED ON FOUNDATION PLAN. I R I NEW FINISHED O -2,a60 1,8C10 O 4,550 I. USE GROUP: R-5 - SINGLE FAMILY RESIDENCE 4. IF REQUIRED BY TOWN, PROVIDE RADON PIPE "T" VENTS 1/1500 50. FT. , INCLUDING = SURFACE MOUNT LIGHT FIXTURE = SINGLE POST ELECTRICAL SWITCH NEW UNFINISHED 2,g42 560 O 650 4,152 2. CONSTRUCTION GLA55 : 3B - UNPROTECTED MASONRY WALLS GARAGE. - SEE INFO. ON DWG. # G.S.-1 NEW TOTAL 2,442 3,520 1,5CIO 650 a,002 e*T% NON-GOMBUSTIBLE ROOF ASSEMBLY. WA�oc 5. ALL SMOKE ALARMS (S.A.) AND CARBON MONOXIDE DETECTORS (G.M.) TO BE HALOGEN LIGHT FIXTURE � THREE WAY SWITCH &N Z) 14W 3. TH15 RESIDENCE 15 DESIGNED TO CONFORM TO 2020 NEW YORK HARD WIRED, INTERGONNEGTED, AND WITH BATTERY BAGK-UP. PROVIDE ONE CARBON VOLUME (Cr-.) RESIDENTIAL BUILDING CODE REQUIREMENTS. MONOXIDE DETECTOR PER LEVEL "'P = WATER PROOF LIGHT FIXTURE �4 = FOUR WAY SWITCH NEW FINISHED O 2a,600 27,300 O 56,g00 4. TH15 RESIDENCE 15 DESIGNED TO MEET OR EXCEED THE GURRENT MINIMUM 6. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND DOUBLE EVERY OTHER NEW UNFINISHED 23536 5,600 O 3,'140 32876 ENERGY AND MECHANICAL CODES. J015T UNDER KITCHEN, BATHS, FOYER AREAS AND OTHER AREAS TO REGEIVE STONE �I�`�' 5. FOR ADDITIONAL INFORMATION REFER TO THE ATTACHED NOTE SHEETS. OR GERAMIG TILE FLOORS. DOUBLE JOISTS BELOW ALL KITCHEN ISLANDS AND y� = VAPOR PROOF LIGHT FIXTURE = FIVE WAY SWITCH NEW TOTAL 25,536 35,200 27,300 3,140 BG,-7-76 GERAMIGE TILED SHOWERS. b. ALL MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE-PROTECTION WORK TO -1. REFER TO STRUCTURAL ENGINEERING DOCUMENTS FOR BRACED WALL/ FRAME _ PULL CHAIN LIGHT FIXTURE = DIMMER SWITCH ELECTRIC BE INSTALLED BY LICENSED CONTRACTORS. CONTRACTORS TO REVIEW DETAILS ADDRESSING THE NEW YORK STATE BUILDING CODE. DRAWING5 AND NOTE5HEETS. GONTRAGTOR5 SHALL PROVIDE ALL NECESSARY LtL NEW FIXTURES 14 a6 -76 6 Ig2 ENGINEERING TO MEET ALL APPLICABLE CODES, INCLUDING MANUAL J, 5 $ D 5. ALL STAIRS OVER (3) RISERS TO HAVE A 36" (MIN. ) H16H RAIL WITH 4" O.G. (MAX.) WALL SCONCE LIGHT FIXTURE LOAD CALCULATIONS. NEW SWITCHES 3 47 38 O 88 SPAGING. PROV. I �" DIA. GRASPABLE RAIL. (TYP.) LIST OF GODS: C -RECESSED LIGHT FIXTURE RECEPTACLE OUTLETS NEW OUTLETS 14 ab 56 O 166 g. ALL WINDOWS AND TRANSOMS TO BE "ANDERSEN 400 SERIES LOW E WITH STOWMATCH, 5MART5UN W/ HEATLOCK" UNIT5. 5HOWN ARE OVERALL UNIT DIMENSIONS 0 ACCENT LIGHT FIXTURE DUPLEX RECEPTACLE OUTLET AS PER THE DIVISION OF CODES AND STANDARDS, THE FOLLOWING CODES >= AND GATAL06 UNIT NUMBERS. U= 0.26, 5HGC = O.M. MASONRY ROUGH OPENINGS TO / \ = NEW PLUMBING FIXTURES O 12 13 O 25 ARE APPLIED TO THIS PROJEGT: BE ADJUSTED ACCORDINGLY. ANY SUBSTITUTIONS TO BE EQUAL TO OR GREATER THAN UNITSHON2020 BUILDING/RESIDENTIAL CODE OF NEW YORK STATE EXTENSIONN. ENSURE JAMB5 FOP, ALL MA50NRY D AND EXT. WALLS. CONTRACTOR TO REVIEW SS UNITS AS REOUIRED. PROVIDE FLUOR = FLUORESCENT LIGHT FIXt. R � RECEPTACLE OUTLETUND FAULT . C�ENEi�A1-- GOND I TI ONS � NOTES: 2020 ELECTRIC CODE OF NEW PORK STATE CONFIRM DETAILS W/ OWNER BEFORE PLAGING WINDOW ORDER. FOR OTHER THAN NEW I. IT IS UNDERSTOOD THAT THE WORK SHALL MEET ALL CODE REQUIREMENTS, AND ALL 2020 PLUMBING CODE OF NEW YORK STATE CONSTRUCTION, NEW WINDOWS/ DOORS TO MATCH DETAILING OF EXISTING UNITS U.O.N. = EXTERIOR FLOOD LIGHT FIXTURE ¢I'wP= WATER PROOF RECEPTACLE OUTLET GONTRAGTING WORK 15 HEREBY DIRECTED TO MEET THAT END. ANY SUBSTITUTIONS TO MATCH SE61FIED UNIT U-VALUE FOR RESGHEGK CONFORMANCE. 2020 ENERGY CONSERVATION CODE FOR NEW PORK STATE ALL WINDOWS WITH A DESCENT DISTANCE OF MORE THAN 5-0 FROM SILL TO GRADE 2. THE ARCHITECT HAS BEEN RETAINED To PREPARE PLANS FOR THE BUILDING DEPARTMENT 2020 MECHANICAL CODE OF NEW YORK STATE SHALL HAVE A SILL HEIGHT OF 24" A.F.F. INSTALL WINDOW DOOR FLASHINGS A5 ® = EXHAUST FAN/LIGHT ® = FLOOR DUPLEX RECEPTACLE OUTLET PERMIT ONLY, AND 15 NOT RESPONSIBLE FOR INSPECTIONS ON SITE. SUPERVISION, MEANS, METHODS 2020 FUEL GAS CODE FO NEW YORK STATE PER MANUFACTURER'S SPECS FOR WATERTIGHT ASSEMBLY. (TYP) OF CONSTRUCTION, ETC. 5GOPE OF WORK 15 FOR THAT SHOWN ON THE PLANS ONLY. ARCHITECT IS 2020 FIRE CODE OF NEW WORK STATE NOT RESPONSIBLE FOR OTHER PORTIONS OF THE BUILDING OR 51TE THEREON. 18 10. AS PER IRG 20 SEC. R303.4 AND M150-1.3, A WHOLE HOUSE VENTILATION FA = FIRE ALARM � 3. FURNACE ENCLOSURE TO BE INSPECTED BY THE TOWNSHIP AND CONFIRMED FOR PROPER FIRE MIN. UNIFORMLY D I ST. LIVE LOAD DES I CAN: SYSTEM" 15 TO BE DESIGNED $ INSTALLED AS REQUIRED BY A GERTIFIED - SMOKE ALARM, INTERCONNECTED RATING. MECHANICAL GONTRAGTOR OR APPROVED ENTITY. SA HARD-WIRE=D W/ BATTERY BACKUP 4. ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT UJ I. ATTICS W/ LIMITED STORAGE: 20 P5F II. PROVIDE FIRE-PROOF, SELF-GLOSING IJ" SOLID WOOD OR HOLLOW METAL DOORS CAR50N MONOXIDE DETECTOR, SHALL MEET THE REQUIR.EMENT5 OF THE TOWNSHIP, STATE AND ALL OTHER AGENGIE5 WITH WITH HONEYCOMB IN-FILL BE " THICK U.O.N. G� INTERCONNECTED HARD-WIRED SIGNALING OUTLETS JURISDICTION AND AUTHORITY. 2. EXTERIOR BALCONIES: 60 P.S.F. W/ BATTERY BACKUP 3. GUAR.DRAIL5 s HANDRAIL5: 200 LB5- A SINGLE, CONCENTRATED LOAD b = TELEPHONE 5. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING AND ITS COLOR LEeEND FACILITIES. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. �� = SURFACE MOUNT b. ALL APPROVALS AND PERMITS SHALL BE OBTAINED PRIOR TO BEGINNING OF WORK. 4. ROOMS OTHER THAN SLEEPING ROOMS: 40 P5F FAN / LIGHT FIXTURE - CA5LE TELEVISION CONTRACTOR IS TO FURNISH TO AUTHORITIES NOTIGE BEFORE BEGINNING WORK. GA1V T' TU�'- A�O'�':", �:"LG`.il, E:?`°�C°!',� 5. SLEEPING ROOMS: 30 PSF - - -- - - - - - - - - - - - - - -_ '7. CONTRACTOR 15 TO OBTAIN ALL GOVERNMENTAL GERTIFIGATE5 INCLUDING CERTIFICATE OF 6. STAIRS: 40 PSF OR 500 LB CONCENTRATED LOAD AATIN(5 OVER AN - - OGCUPANCY OR COMPLETION UPON COMPLETION OF ALL WORK. AREA OF 4 SQUARE INCHES- WHIGHEVER PRODUCES THE GREATER LOAD. _ GIRDERS,RIDGESEAMS, ETC. SURFACE MOUNT 8. CONTRACTOR IS REQUIRED TO FILE A COPY OF THE SITE PLAN FOR APPROVAL. MECHANICAL EXHA1,115T NOTE: JOISTS,RAFTERS,ETC. = FAN / LIGHT FIXTURE g. ALL PLANS REQUIRED BY DEPARTMENT OF BUILDINGS AND OTHER TOWN5 OR CITY AND STATE MINIMUM REQUIRED EXHAUST RATES: - - - - - _ W/ FOUR ACCENT LIGHTS A6ENGIE5 FOR THESE PREMISES ARE SUBJECT TO REVIEW, COMMENT AND/OR APPROVAL BY 1) KITCHENS: 100 GFM INTERMITTENT OR 25 GFM CONTINUOUS. BUILDING DEPARTMENT AND NO WORK SHALL PROGRESS UNTIL SO APPROVED. 2) BATH/ TOILET ROOMS: MECH. EXHAUST CAPACITY OF 50 GFM INTERMITTENT OR 20 GFM CONTINUOUS. 10. ALL REQUIRED INSPECTIONS AND TESTS ARE TO BE ARRANGED FOR BY THE CONTRACTOR, SUBCONTRACTOR OR TRADESMAN. REPORTS OF VARIOUS INSPECTIONS ARE TO BE FILED WITH THE DEPARTMENT OF BUILDINGS. }1 Extend all vents }I }I }I }I 11. FIRE 5TOPPING ALL CONGEALED AND FURRED OUT SPACES THAT WOULD PERMIT PASSAGE OF Up Thru Roof (typ) _ I _ I _ I _ I FLAME, SMOKE, FUMES OR HOT GASSES, SHALL BE FIRE STOPPED OR FILLED WITH Izoof d i NON-GOMBUSTABLE MATERIAL. LINTELS, HEADERS, GIRDERS AND OTHER MATERIALS TO BE FIRE �� I „ �_ �_ -T ath �- l PROTECTED: I-HOUR RATING. FIRE STOPPING, FIRE RETARDING AND THE SEPARATION INSTALLATIONS aundr bath I I I I TO MEET REQUIREMENTS OF THE CODE AND BUILDING DEPARTMENT INSPECTOR. 2 - Sink 2 2-�---- r---�11 --- - ----�-211-- 1 12. ALL INTERIOR FINISHING TO BE A MINIMUM OF 1/2 INCH THICK SHEET ROCK UNLESS OTHERWISE 1 F a v. T I L a v�, a v. I I La v I I NOTED. THE FURNACE SPACE 15 TO BE COMPLETELY FIRE SEPARATED IN BOTH WALL5 AND GE I L I NG UJash I WC. I t�C I WC I WC WITH I-HOUR FIRE RATED MATERIALS AND A55EMBLIE5. I Dryer Shbwer I �'ub p I 1Tub I I ;MaCh.. 721", I I Sh we 1 I 13. GRADE MARKED LUMBER FOR ALL GON5TRUGTION SHALL BEAR GRADE MARKING WHEN I I 1 I I DELIVERED TO SITE, STUDS ARE TO BE PROPERLY BRACED AND BRIDGED. 2nd I 211 1 I 211 211 1 211 I I Floor I 2" 11 �1 211 11 I 11 11 I I 14. HEADERS OVER OPENING 6'-O" WIDE AND GREATER TO BEAR ON 4"X4" POSTS UNLE55 NOTED ON ARThURDEMARESTI RA G.O. 1 C.O. �4 1 4 2 C.O. C.O. I � 2 C.O. 1 Ext. Bath I Ext. Shower PLANS. ALL HEADERS TO BE 4"XIO" MIN. UNLE55 OTHERWISE NOTED. 4" (MIN.) BEARING FOR ALL Master Bath 1 2 - �� WOOD BEAMS AND RAFTERS. �_-_ av 211 -�1- - aundr 211 Kitchen -_?_ 211 11-- -- 1 _-- Sin _ Ran a -�-_ ARMITECTs, l.l.C. 2I Lav Lay. 1 1 1 1 I5. 13/4"X3" WOOD GROSS BRIDGING, OR OTHER APPROVED TYPE SHALL BE INSTALLED EVERY 6'-0"WC I Lay. UDC UJash I Si k Swink WC La O.G. I Shower I Mach. 2"I Dryer, 1 Oven, 1 hpwer Shpwer 2O4 WASfiIN ON STREET I � 1 16. NO GUTTING OF STRUCTURAL MEMBERS TO BE DONE WITHOUT PROPER SUPPORTING WHEN let I 2" 1 2" La 12 D/w 2 1 211 1 1 INSTALLING PIPES, CONDUIT OR DUCTS OR WHATEVER. HACkETTSTOWN, NJ 07840 ,1 11 ,1 I �- 1, 11 11 1-1. ALL EXTERIOR WOOD MEMBERS AND SILL PLATES TO BE PRESSURE TREATED AND PROTECTED TEL 908 8 50. 4494 Floor ,�,11 2 G.O. 4 I 2 C.O. 1 C.O. I I 1 � 2 C.O. ;172 C O FROM DAMPNESS, ROT AND TERMITES WHEN NECESSARY. - -� I C.O. - 2" I 2" ath 1 1 __ ART@dEMARESTARChiTECTS.COM _ _Incomin_g LP Lr Gays _ _ LP Gas Line_ _ _ ,_ _ _ _ _ _ _LP Gas_Line _ _ _ _ Sin _ _ LP Gas iLine_ _ _ _ LP Gas Line _ _ _ �_ __-_ _ LPJ Gas Lie 2" Sink I8. HEATING SYSTEMS TO BE MADE THE RESPONSIBILITY OF THE CONTRACTOR. -T-- - - - A BRANCh OffICE Of Gas _ Tank' m a WC I Lay. 1 N. VENTILATING 15 To BE THE RESPONSIBILITY OF THE GONTRAGTOR. Q Furnace HW14 Q 211I 0 Shoujer Q 2111 Q 20.PLUMBIN6 15 THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INSTALLED AS PER CODE SCIAIIA & DEMAREST ARChiTECTS, LLC f1 C.O. C.O C.O. '�t C.O. C.O. AND SATISFACTION OF THE BUILDING DEPARTMENT INSPECTORS. ARCHITECT 2 Basement 21. ELEGTRIGAL 15 TO BE SELECTED BY THE OWNER AND SHALL BE INSTALLED AS PER CODE AND 11 211 SATISFACTION OF THE BUILDING DEPARTMENT INSPECTORS. ARTIIUR DEMAREST ANY Lic#028358 . 211 22.LIGHTING IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INSTALLED AS PER CODE RObERT J SCIAHA, AIA AND 5AT15FAGTION OF THE BUILDING DEPARTMENT INSPECTORS. PROVIDE MINIMUM qO% HIGH Connect Waste Lines to Main Waste To septic to � field. EFFICACY LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES. DENISE PARkYN, PROJECT MANACIER 23. ALL NAILING AND FASTENING AND SUPPORTING OF STRUCTURAL MEMBERS To BE DONE AS PER STRUPLUMB I NCB RISER / OAS P I P I NCB D I ARAM NOTE: CODE AND SATISFACTION OF THE BUILDING DEPARTMENT INSPECTORS. THIS RESIDTURALENCE/ NOTE: PLUMBING RISER 4 GA5 PIPING DIAGRAM 15 DIAGRAMMATIC IN NATURE. ENTIRE SYSTEM TO BE SIZED 24.ALL STRUCTURAL STEEL WORK (DESIGN, FABRICATION AND DETAILING) SHALL CONFORM To 3 THIS RESIDENCE/ BUILDING SHALL BE CONSTRUCTED WITH A CONTINUOUS LOAD PATH. ALL POINT LOADS AND AND INSTALLED AS PER NEW PORK STATE PLUMBING CODE, LATEST EDITION. INSTALL ALL RISERS, BUILDING GORES. 27/12/2 LEV/BONE REVS/PATIO BEAMS ARE TO HAVE FULL BEARING ON GIRDERS, DROPS, OFFSETS, GLEAN-OUTS, GAS PIPING ETC. NEGE55ARY FOR A COMPLETE INSTALLATION. PLUMBER LIST OF DRAWINGS 1 35130125 PLUMBING ADDITIONS POSTS. COLUMNS, PIERS, OR SOLID MASONRY DOWN TO $ HVAG MEGHANIG5 To FURNI5H ANY SGHEMATICS, DETAILS, AS-BUILTS, OR CALCULATIONS AS No THE FOOTINGS. PROVIDE 5/5" THICK STEEL BEARING REQUESTED BY THE OFFICIAL, INCLUDING MANUAL J, 5 D LOAD CALCULATIONS. 5-1 GENERAL NOTES, BUILDING INFO., RISER DIAGRAM, LE6EN05 Drawn By, PLATES AT LOCATIONS WHERE THE GIRDER IS WIDER THAN THE POST OF COLUMN. A-I FRONT 4 REAR ELEVATIONS ABD/ DP SPECIAL NOTE ON FIRE DRAFT 5T2PPING A-2 RIGHT $ LEFT-SIDE ELEVATIONS Scale, l AS INDICATED IN GENERAL TECHNICAL NOTES. DRAFT A-3 FOUNDATION PLAN STOPPING 15 TO BE INSTALLED IN ALL SPACES, 5UGH AS A-4 FIRST FLOOR PLAN AS NOTED JOISTS EVERY 50050. FT. ALL DRAFT STOPPING 15 TO BE GAULKED TO INSURE AGAINST THE PASSAGE OF HOT A-5 SECOND FLOOR PLAN Date GASES AND SMOKE. A-6 ROOF PLAN 6/20/22 A-1 BUILDING SECTIONS F� ! cw �-�'� FilenaMe, E-I ELEGTRIGAL PLANS I DEfENC�05 FP-0 FIREPLACE DETAILS 65-1 GENERAL DETAILS AND SPEGIFIGATION5 ` Project, TN-I TEGHNIGAL NOTES AND 5PECIFIGATION5 PROpoSEd NEW CONSTRUCTION fOR TkE: TN-2 TEGHN16AL NOTES AND 5PEGIFI6ATION5 DE ENgos RESIdENCE GG-I GENERAL CONDITIONS I 10 5 CEdAR DRIVE SOUTH M-1 ZARO ENGINEERING MEGHANIGAL GOVERSHEET EAST MARION, NY M-2 ZARO ENGINEERING MEGHANIGAL FLOOR PLAN COUNTY OF Suffolk M-3 ZARO ENGINEERING MEGHANIGAL 5PEGIFIGATION5 M-4 ZARO ENGINEERING MECHANICAL SCHEDULES s DETAILS 5-010.00 MJE4D STRUCTURAL ENGINEERING GENERAL NOTES FO-100.00 MJEaD 5TRUGTURAL ENGINEERING FOUNDATION 4 BASEMENT FLOOR PLAN Sheet 5-100.00 MJEgD 5TRUCTURAL ENGINEERING FIRST FLOOR PLAN 4 FOUNDATION COVER SHEET 5-101.00 MJE$o STRUCTURAL ENGINEERING SECOND FLOOR PLAN FRAMING 5-102.00 MJEtP STRUCTURAL ENGINEERING ATTIC FLOOR FRAMING Drawing Noa 5-103.00 MJE40 STRUCTURAL ENGINEERING ROOF FRAMING 5-103.00 MJE$D STRUCTURAL ENGINEERING DETAILS 4 GRO55-5EGTIONS S 00 1 ELE\/ATION MOTES: T.O. MAIN ROOF LIGHTWEIGHT MASONRY 'SPANISH" CLAY TILE LIMEETONE EXTERIOR FINISH PANELS m ENTRY ROOF OVER REINFORCED MASONRY SLAB WALL. CONTRACTOR TO PROVIDE SHOP I• NEW LIGHTWEIGHT "SPANISH TILE" ROOFING AS ROOF- SEE E.O.R DRAWINGS. INSTALL SCREENED 2 21 DRAWINGS FOR OWNER/ ARCHITECT APPROVAL SELECTED BY OWNER ON SPRAY-ON WATERPROOF MEMBRANE ON RIDGE VENTS m ALL ROOF PEAKS. INSTALL ICE _ (TYP) REINFORGED GONGRETE ROOF 5LAB5 FASTENED TO STEEL G-GHANNEL GUARDS. (TYP) FLASH AND COUNTER FLASH ALL EXTERIOR RAFTERS AS DE516NED BY EN61NEER OF REGORD (E.O.R.)2. 5TUGGO FINISH OVER SGRATGH GOAT OVER in T.O. SIDE HIP ROOFS " MATERIALS FOR WATER-TIGHT CONDITION (TYP) WIRE-MESH WITH EXPANSION JOINTS AS REQUIRED. �p 6" limm COPPER GUTTERS 4 LEADES OVER 12" COMP ____ 12 3• LIMESTONE VENEER STONE WATERTABLE AS FASCIA OVER VENTED SOFFITS. (TYP) 112' —�� SELEGTED BY OWNER TO PREGAST GEMENT WASH WITH WEEPHOLE5 AS ^' 2" I 13" WI DECORATIVE 4 _ t - - 2'- REQUIRED BELOW STUCCO EXTERIOR FINISH. I H X DE DE R VE 4. PROVIDE GONTINUOU5 5GREENED RID6E VENT AS BRACKETS AS SELECTED BY OWNER r PROVIDED BY TILE ROOFING GONMPANY (TYP) 5. PROVIDE METAL STEP AND GOUNTER FLASHING AT T.O. MASONRY WALLS - - _ - - I— - - I__ _ - - _ - - - - ALL LRIGKE-T--S, aIALLEYS, CHIMNEYS AND ROOF/WALL INTERSECTIONS FOR _ _ WATERTIGHT INSTALLATION. NAT OF LL T.O. FIN CLG { I OVER GATHEDRAL 5PAGE5, ROOFEEDP61° AND MALL ROOF USLOPES LEE55E T.O. WDW 4 21 r-m - , - - I - �'-m" - _ _ _THAN 5/I2 RAFTERS. DR R.O. ANDERSEN 400 SERIES t'-�" t 2J_m. ACRYLIC STUCCO FINISH OVER BASE COAT ON 7. CIONTRAGTOR TO FOLLOW MANUFACTURER'S "STORMWATCH" WINDOWS 4 - t.-8„ - i I I WIRE-MESH ON TYVEK WATER-BARRIER. DIREGTION5 WHEN INSTALLIN6 FINISHED SIDING, WINDOWS $ DOORS, VENEER DOORS WITH LOW E4 SMARTSUN AND HEATL 5M (TYP)TSUN OR PROVIDE WEEP-HOLES, EXPANSION 4 CONTROL MATERIALS, ETG.. ALLOW GLEARANGE5, FLASHIN65, ETG., A5 REQUIRED BY = I / I \ / \ I _ I / I \ / \ I JOINTS AS REQUIRED BY MANUF. (TYP) PRODUGT MANUFAGTURER. 0 0 I I 0 I I CONT. FASCIA AND 6" MOLDINGS AROUND 8• INSTALL "TYPAR" DRAINABLE HOU5EWRAP W/ LLd I 9 I W EXTERIOR BACK TO ENTRY WALLS (TYP) GOMPATIBLE TAPE. ALL WATER-RESISTANT BARRIERS TO BE 5URFAGTANT i I RESISTANT. a. ALL EXTERIOR DECKS $ PATIOS TO BE SLOPED I I I 2% (MIN) AWAY FROM HOUSE I I a I i 4 3" I L - - - - - - - 3 12 I I I 12 - ' 10.12 i 12 EXTEND FLUE 3'-0" MIN ABOVE ROOF PEAK WITHIN .0. 2N FL SLAB �— ! - - - - — 45.5' i I \ T. FIN CLG' - - - - - - - - - - - - - - - - - _ .OWDW - - - - - I - - I I - zv — — I I @ I I t = .O. GAR DRRO. a , i , i a a of F. EL. 33S' GF EL. 30.0 I G.F. EL. 30.0' AV GRADE /ICARRIAGE - AVG GRADE EL 298' I STYLE, INSULATED GARAGE DOORS I LIMESTONE VENEER AS SELECTED BY OWNER W/ I MASONRY ENTRYI PORCH WITH LIMESTONE i� I EL. 298' @ - EIVIATAS SELEGTED BY OWNERS W/ ELECTRIC I PRECAST C NCRETE GAP/ WASH. FLASH m I SLAB STEPS TO GRADE ANDRT I ' OPENERS (TYP) WASH/ STUCCO CONNECTION FOR WATERJtIGHT PICTURE-FRAME ORDER (TYP) I RI I I INTERSECTIO (TYP) - - - - L - - - - - - - - - - - � - - - - - - - - - - - J - - - - -� SCA[E: 1 4 1 'ooffl STEP FTGS I I I I I I I r � BF. EL. 23V - - I I- - I F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - k4 - - - - - � - - - - - - - - - - -I - - - - - - - - - - - - -� I I I I - — T.O. MAIN ROOF - LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE - ARThUR DEMAREST, RA ROOF OVER REINFORCED MASONRY SLAB ROOF- SEE E.O.R. DRAWINGS. INSTALL SCREENED �TFLASH AND COUNTER FLASH ALL EXTERIOR RIDGE VENTS m ALL ROOF PEAKS. INSTALL ICE - MATERIALS F R WATER-TIGHT CONDITION (TYP) ARC ITECTS Le Le I. GUARDS. (TYP) - In T.O. REAR HIP ROOF I ip Co" COPPER GUTTERS 4 LEADES OVER 12" COMP - FASGIA OVER VENTED SOFFITS. (TYP) 12 � 12 2 ZO4 WASIiINC�ON STREET 0 — HACICETTSTOWN, NJ 07840 12" HI X 13" WIDE DECORATIVE TEL (908) 850.4494 It BRACKETS AS SELECTED BY T.O.MASONRY WALLS OWNER (TYP) ART@dEMARESTARChiTECTS.COM T.o. FIN cLG' I Ir7fl - — — — — A BRANCh OFFICE Of I , n I SCIA[IA & DEMAREST ARCHITECTS, LLC _ T.O. WDW 4 DR R.O. AVDERSEN 400 SERIES - - - - • "STORMWATCH" WINDOWS 4 I I I I ACRYLIC STUCCO FINISH OVER BASE COAT ON WIRE-MESH ON TYVEK WATER-BARRIER ARC ITECT DOORS WITH LOW E4 SMARTSUN I \ ( I / \ PROVIDE WEEP-HOLES, EXPANSION 4 CONTROL NY LiC#028 3 58 AND HEATLOK (TYP) JOINTS AS REQUIRED BY MANUF. (TYP) ARThUR DEMAREST 0 36" HIGH EXTERIOR-FIN RAILING I I I I RObERT J SdARA AIA 0 9 = GUARDS AS SELECTED BY OWNER m FRENCH DOORS. (TYP) DENISE PAR N, PROJECT MANAGER T.O. HANDRAIL A 0 12 12 3 3 _ .O. 2NL SLAB r— _ —, - - - 2 7/12/2 L E V/ROOF REVS/PATIO 45B I I I I �� 1 513012 PLUMBING ADDI TINNE FIN CLG' I I I I No — Drawn By, I i I I T. I ► I I ABD/ DP O WDW R.O. � - I I 1 I i AS NOTED Date, I I , / \ I / \ / \ \ r 6/20/22 eNOON I I I nienamej DELEN OS Project, I I I PROPOSE(1 NEW CONSTRUCTION FOR ThE: _ FF E . 335' , + ' — FF. EL. 33.5' DEIENC�OS RESIC,ENCE 1105 CEdAR DRIVE SOUTH — I IT AVG GRADE I ! EAST MARION, NY EL. 2S.8' COUN Of Suffolk _ _ G.F.11,40 EL. 30.0' ry 9 AVG GRADE I I � I I I I I - — - — I I I — — — I — I I I — — — I — � I I — I — - I ��29B DE EL. 2SBI I I I II I i t , I I I I II I COLOR LFeFN[) @ I I I J L J I J I L J L I sheet, EA R EVAT I r I T, STI, cam, r°-1._c,1, r--Yc,;a ELEVATIONS ILI J L _ - - J - - - -1 n Ul _ - - - - - - - - - - - - - - - - - F_- - - r_ - - - GIRDERS,RIDGEBEAMS,ETC.— Drawing No,, I I I I 1 11 VolI I I BF. EL. 23s' I —I— SCALE: � �`-1- _ V 0 I I r — —� �— — — � - - I - - - - - - - - - - - - —� - _ _ JOISTS,RAFTERS,ETC.^ _ Aoo I - - - - - - - - - - - - I- - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - • Sid_E_ HE • �L��TION I�IOT�S: t.0. MAIN ROOF _ _ _ _ _ _ _ _ _ _ -h- LNTVATI _ LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE 12 ROOF OVER REINFORCED MASONRY SLAB FLASH AND COUNTER FLASH ALL EXTERIOR I. NEW LIGHTWEIGHT "SPANISH TILE" ROOF- SEE E.O.R. DRAWINGS. INSTALL SCREENED r— 12 MATERIALS FOR WATER-TIGHT CONDITION ITYP) I ROOFING AS SELECTED BY OWNER ON SPRAY-ON RIDGE VENTS 6� ALL ROOF PEAKS. INSTALL ICE 4 —1 WATERPROOF MEMBRANE ON REINFORCED CONCRETE //�� ROOF 5LAB5 FASTENED TO STEEL G-GHANNEL RAFTERS AS GUARDS. CTYP) SCALE: 1 /4" = 1 /oO'I DESIGNED BY ENGINEER OF RECORD (E.O.R.) = 6" COPPER GUTTERS � LEADES OVER 12" COMP FASCIA OVER VENTED SOFFITS. (TYP) 2. STUCCO FINISH OVER SCRATCH NJ .O. P R GOAT OVER WIRE-MESH WITH EXPANSION JOINTS AS REG2U I RED. 12" HI X 13" WIDE DECORATIVE � 12 � 3. LIMESTONE VENEER STONE BRACKETS AS SELECTED BY 12 WATERTABLE AS SELECTED BY OWNER TO PRECAST OWNER ItYP) 4' CEMENT WASH WITH WEEPHOLES AS REQUIRED BELOW STUCCO EXTERIOR FINISH. U T.O. MASONRY WALLS 4. PROVIDE CONTINUOUS SCREENED _ _ _ _ RIDGE VENT AS PROVIDED BY TILE ROOFING GONMPANY ===qRv T.O. FIN CLG' T . --5. PROVIDE METAL STEP AND ACRYLIC STUCCO FINISH OVER BASE COAT ON COUNTER FLASHING AT ALL CRICKETS, VALLEYS, CHIMNEYS _ T.O. WDW �'-�� " _ _ _ _ �'-��1" �` _ —WIRE-MESH ON tYVEK WATER-BARRIER AND ROOF/WALL INTERSECTIONS FOR WATERTIGHT DR RO. PROVIDE WEEP-HOLES, EXPANSION E CONTROL INSTALLATION. ANDERSEN 400 SERIES JOINTS AS REQUIRED BY MANUR (TYP) b. USE WATERPROOF EMMBRANE "STORMWATCH" WINDOWS t DOORS WITH LOW E4 SMARtSUN FULL COVERAGE OVER CATHEDRAL SPACES, ROOF EDGES —vt;) 0 - AND HEATLOK CTYP) / \ / AND ALL ROOF SLOPES LESS THAN 5/12 RAFTERS. -1 0 O O 7. CONTRACTOR TO FOLLOW 0 36 HIGH EXTERIOR-FIN RAILING MANUFACTURER'S DIRECTIONS WHEN INSTALLING FINISHED 11 GUARDS AS SELECTED BY WNER 6 FRENCH DOORS. (TYP) \ / \ SIDING, WINDOWS $ DOORS, VENEER MATERIALS, ETC.. >= T.O. HANDRAIL IT ALLOW CLEARANCES, FLA5HIN65, ETC., AS REQUIRED BY PRODUCT MANUFAGTURER. 0 A 8. INSTALL "TYPAR" DRAINABLE 12 ( / ^ \ HOU5EWRAP W/ COMPATIBLE TAPE. ALL WATER-RE515TANT cq I ' 12 4 BARRIERS TO BE 5URFAGTANT RESISTANT. 2 FL ALL EXTERIOR DECKS $ PATIOS T.O.�L• ¢�' CONT.FASCIA AND 6" MOLDINGS AROUND -- ' L - - - - TO BE SLOPED 29b (MIN) AWAY FROM HOUSE EXTERIOR TO ALIGN WITH GARAGE ROOFS (TYP) 10. EXTEND FLUE 3'-0" MIN ABOVE —i T.O. FIN CLG' — — — — y 9 - - ROOF PEAK WITHIN 10'-0". t.O. WDW 4 - - - - - - - DR R.O. I 11L - -- -- - (m7o LU cr 0 I O O 0 0 T.O. GAR / I \ / \ / \ uJ DR RO. i�t1 1 iA I F. EL. 33.5' 30.0' _ _ _ _ _ - AVG GRADE MASONRY AREAWAY WITH LIMESTONE SLAB MASONRY COVERED PORCH WITH -1�- -I 0 I E . 29S' I I I LIME(TYSTONE PICTURE-FRAME BORDER EL. 29.6 I I I I ( I STEPS. PROVIDE 36 RAIL SURROUND, 2 LIMESTONE VENEER AS SELECTED 8Y OWNER W/ „ I HANDRAIL W/ 1 GRASPABLE RAILING TO I I I I b WASH/A STUCCO CCONNE TIN FOR WATERTIGHT LANDING m BASEMENT LEVEL. PROVIDE J L J L _ L BASEMENT WINDOWS IN PREFABRICATED WINDOW I I DRAIN IN SLOPED CONCRETE LANDING. SEE I r I r _T 7 L S ITYP) F_ - - — — — — — INTERSECTION (TYP)- - - - - - - - - - -- - -PETAIL (TYP) I � _ - -1 — - - L - - - - -i - - - J I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � —I .O STEP FTGS I I 1 i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - -- - - - - I- - - - - - - - -� T.O.MAIN ROOF - - - RThUR DEMARESTRA 12 LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE 4 12 —1 ROOF OVER REINFORCED CONCRETE ROOF I— 4 SLAB SLAB- SEE E.O.R. DRAWINGS FOR SPEC'S. LE [TooS 'ledE 2 INSTALL SCREENED RIDGE VENTS Q ALL ROOF PEAKS. INSTALL ICE GUARDS. (TYP) ARChiTECTS, L,L,E [EVATION T.O. SIDE HIP ROOFS 6" COPPER GUTTERS d LEADES OVER 12" COMPWASIi1NGON STREET 12 FASCIA OVER VENTED SOFFITS. (TYP) ' 1 /4" / �l � 12 HACI(ETTSTOWN NJ 07840 SCALE. 1 = 1 O 12" HI X 13" WIDE DECORATIVE / '4 BRACKETS AS SELECTED BY It TEL (908) 8 50,4494 OWNER (TYP) T.O. MASONRY WALLS _ _ ART@dEMARESTARChiTECTS.COM — — — — — — — — — A BRANCh OffiCE Of T.O.FIN CLG' _ SCIA[IA St DEMAREST ARCIi1TECT5, LLC T.O. WDW d DR R.O. ARCI-I ITECT ANDERSEN 400 SERIES "STORI"IWATGH" SMARTSUN AND HEATLOK WINDOWS 4 DOORS WITH LOW _ ARThUR DEMAREST -NY LiC#028 3 5 8 RObERT J SCIA«A AIA 3ro" HIGH EXTERIOR-FIN RAILING GUARDS AS SELECTED BY L4 I OWNER �' FRENCH DOORS. (TYP) DENISE PARkyN, PROJECT MANAGER T.O. HANDRAJLj 11 IV [III ,� 12 , — `, I 12 — T.O. 2ND FL S�,a 2 7/12/2 LEV/RNNF REVS/PATIO -- - - - - - - - - - - - - -%' % < CONT. FASCIA AND 6" MOLDINGS AROUND 1 ' EL. 45.5' 1 5/30/2 PLUMBING ADDITIDNS EXTERIOR TO ALIGN WITH GARAGE ROOFS CtYP) No T.O.FIN CLG' _ — Drawn By, �—36" HIGH EXTERIOR-FIN RAILING ABD/ DP GUARDS AS SELECTED BY OWNER 6 FRENCH DOORS. (TYP) _ - - - - - - T.O. Scale, DR R.O. AS NOTED Date, O AN T.O. GAR 0 6/20/22 R RO. Fllenaroe+ DE ENGOS = Project, PROPOSEd NEW CONSTRUCTION FOR ThE: I FF. EL. � _ _ FF. EL. 335' 3 DELENC�05 RESILIENCE 1105 CEdAR DRIVE SOUTh EAST MARION, NY GF. EL. 30-0' _ _ _ _ GF. EL. 3 .0' Coulvry Of Suffolk AVG GRADE � � AVG GRADE I - I I I I EL. 1 e COLOR, LEeEN[) I I I i I i I EL. 29.8 — - � _ _ J L _ L I �-- - - - -� 2 �- - - - -i r r ( I I I 1 I BASEMENT WINDOWS IN sneet� T, .a.�G , _. ,� r��., -�c K�, . �c..D ELEVATIONS L.-_ - - - 1-. - - - - J I- - - -I J-. - - - - - - - - - - - - - - - - - - - L PREFABRICATED I L - - - L- � - - - __ - _ - - - - - - - - - - - - -Tt- I r I- - - - - - - - - —t LLS (TYP) _ _ _ - - - -_ - -' — `- - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - -1 I I - - L - -1 - GIRDERS,RIDGEBEAMS,ETC. Drawing No., F B.O. STEP F GS I BF. EL. 235' - - — - - JOISTS, RAFTERS,ETC.- A2 - - �- - — — — — — — — — — / 1- - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - � 2 FOUNDATION NOTES: BASEMENT NOTES: 2 I. PROVIDE 4" DIA. CONCRETE FILLED "LALLY" I. PROVIDE ONE (1) HOUR FIRE RATED ASSEMBLY, (2) LAYERS COLUMNS NITH TOP AND BOTTOM BEARIN& OF 5/8" FIRE RATED 6YP. BII ABOVE HOT WATER HEATER 4 PLATES ON POURED CONCRETE FOOTINC75 (SEE AND FURNACE AREA MIN. 6-0" IN ALL DIRECTIONS (refer to 4In PLANS FOR SIZES) ON FIRM UNDISTURBED SOIL, (2) attar-hed note sheet 6.5. #1). yP 1% REGORD 5 (E. R) DOGUM SMOKE PROVIDEALARMS A. WHERE INDICATED. ALL ' STRUCTURAL SPEC,IFI AGTI ON5. SMOKE ALARMS ARE TO BE HARD WIRED, INTERGONNEGTEr'> AND WITH BATTERY BACK-UP. ..2 PROVIDE 12" THK POURED CONCRETE INNI �S.00 Z) 4v W-40 III-ON J-4-- FOUNDATION WALLS N1 2" XP5 INSULATION TO THE 5. PROVIDE GROSS-BRIDGING AND NEB-STIFFENERS AS $ 5PEGIFIED ON ATTACHED DRAWING "E.P.-I-FRAMING DETAILS" EXTERIOR AS PER STRUCTURAL ENGINEERING DOCUMENTS ON REINFORCED, POURED CONCRETE FOR ALL NEW "ENGINEERED" PRODUGT5. Uj FOOTINGS ON FIRM UNDISTURBED SOIL (2) TONS 4. ANY ENGINEERED I-JOISTS SHALL BE PROTECTED ON 0 1) P.S.F. BEARING GAPAGITY (typ.). REFER TO UNDERSIDE N1 �" THK GYPSUM BOARD APPLIED DIRECTLY To STRUCTURAL ENGINEERING DOCUMENTS FOR ALL UNDERSIDE OF JOISTS PRIOR TO SOFFITS/ BOX-OUTS FOR UP) REINFORCEMENT AND DETAILS. MEGH. EQUIP., OR APPROVED FIRE-RATED MATERIAL ON WEBS. 3. PROVIDE 4" THK. POURED CONCRETE SLAB 5. PROVIDE (2) PRESSURE TREATED 2"xe>" WOOD SILL REINFORCED WITH 6X6 10/10 N.N.M. (I" FROM TOP) PLATES I^V Ib" LONG GALVANIZED ANCHOR BOLTS SPACED 24'-32 24'-3* ON 6 MIL. VAPOR BARRIER (MIN. 6" LAPS) ON 4" A Uj MAXIMUM OF 6O.G. THERE SHALL BE A MIN. OF (2) E30LTS GRAVEL BASE (tp) AND112" THK. BITUMINOUS PER PLATE LOCATED NOT MORE THAN 12" FROM EACH END. JOINT - FILL PERIMETER. BOLTS TO BE J1;2" DIA. AND SHALL EXTEND A MIN. OF -V INTO 4. PROVIDE 4" DIA. PERFORATED FOUNDATION GONGRETE FILLED BLOCK FOUNDATION WITH TERMITE SHIELD DRAIN, FULL PERIMETER OF FOUNDATION, PITCH AND INSULATION PAD, TIED DOWN STRAPS SECURING 2" X60 PLATES ARE ACCEPTABLE. %17 TO LOW POINT ON SITE. PROVIDE GRAVEL SURROUND. MIN. OF 24 Uj 6. WINDOW WELLS SHALL HAVE A NET CLEAR AREA OF cl S.F.. L_ WHERE THE VERTICAL WELL DEPTH EXCEEDS 44 INGHESN I I -AFFIXED METAL LADDER A MIN. OF 12 F_ - I L LJ 5. PROVIDE 31b" CEMENT FINISH GOAT FULL PROV. A PERMANENTLY L " "L.i I "",* BLOGK GOVERA6E TO COVE BASE WITH INGHE5 IN WIDTH. THE LADDER SHALL PROJEGT EY-6' AND 1 P", "TUFF-N-DRY" WATER BARRIER OVER (2) COATS L MECH P.001`1 • OF ASPHALTIC DAMP PROOFING FROM GRADE HAVE RUNGS SPACED A MAX. OF IW O.G. ALL GRATES OR DOWN TO COVE BASE AND To BOTTOM OF DOMES ON THE WINDOW WELL SHALL HAVE AN APPROVED RELEASE MECHANISM. FOOTINGS (typ.). L^ F 111W I "I. PROVIDE 3/4" T. 4 6. 5UBFLOORIN6 GLUED AND 5GRENED. AMh (MIN) BELOW FURNACE FLUE CONNECTION (typ.). 8. PROVIDE 4" X 4" STEEL POST W 112" THK. 8" X W STEEL L (5. PROVIDE GLEAN OUTS AT ALL FLUES AND Ib" VO PROVIDE MIN. 2" AIR SPACE BETWEEN FIREPLAGE BEARING PLATE AT POINT LOADS. HILTI TO SLAB W 4 - 1/4" V. t6m bsm L-I 0CF1 AND CHIMNEY MASONRY AND WOOD FRAMING. DIA. BOLTS WHERE INDICATED ON PLANS. _j av F 1. PROVIDE b" THK. CONCRETE BLOCK WITH 4" cl. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND -:TJ -40 itl 0 I ';.; I �` __ STONE NATERTABLE ABOVE GRADE AS SHOWN IN DOUBLE EVERY THIRD JOIST UNDER KITCHEN, BATHS, AND P" 4. DRAWINGS WITH GALVANIZED BRIGK TIES AND FOYER, AND AREAS TO RECEIVE STONE OR TILE FLOORS. I I WEEP HOLES AS PER GODS. rto&VTC� Uj 4 1 1 1 ILI' W4- LA�Vj 1 (Typical It LU 951- IN 6 x 6" - W1.4 W1.4WWM Clear ------ I--------- 4 Aft F_ X X P>X X 44 AND 4 ALL INTERIOR R '-0'HIGH,BOTH SIDES. THE 5PAICE BETWEEN BALUSTERS TO BE LE55 THAN 4". ALL NEW WOOD STAIRS TO HAVE X I e,"MAX RISER AND cI'MIN TREAD WITH 1"NOSING, TYP.ENSURE 6'-b"(MI W HEADROOM OVER 6" Min. 4" ------ F_ TT 5TAr-rFD 5TAI 10 Mil. Polyethylene Vapor Barrier T Crushed Stone ------------ ---------- w/ 6" (Min) Laps (Omit For Sidewalk - Optional) Undisturbed Soil Or f ------- Fill Compacted To 95% Of ------- Max. Density At Optimum UN EXCAVATE 2. UNIEEXCAVATED =71 - * , W-W x IV-11"W-O"x IV-11" Moisture Content IN E15\5ASEMENT S.Oj3.ABOVE 5.Oj3-ABOVE UNPINI 5W-2"x\41'-a- Typical Slab On Grade Detail See typ. slab on . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C13 L ------- . . . . . . . . . . grade detail for : V TO ew information not U_ ART�IUR ®ERAREST RA shown F ------ �1�----------- -------L CMU Or Poured Concrete r----------- ------------ --- ------ ' Wall As Noted On Plan ARCWTECTS, L.L.C. L------ ------ (D o _0 /2" Exp. 2 0 - ------- E-- 04WAShiNqON STREET Jt. Filler 6 X 0 P: 0 HAckETFSTOWN NJ07840 9 ly • 4" Dia. Perf. WWM ly o Pipe Drain TEI: (908) 850-4494 HIM RADON mjmhuiH > X X I _4! INTERIOR RADON DRAIN,IF 7 _j DRAIN II Clowl� SLAB T CAL ORDINANCE,FULL ART@dEMARESTARChiTECTS.COM PROVIDE 4"DIAMETER 4'(I-1INJ POURED CONC.SLAB LML11Y PERIMETER OF BASEMENT-AND GARAGE SLAB. .4 PERFORATED FOUNDATION DRAIN -STW DIRECT- REINFORCED WITH 6X6 1.4/1.4 H.H.M.0' o CONNECT TO 4"SOLID VMTICAL EXHAUST PIPE CIO A BRANCh0FfiCEoF ■ IN GRAVEL-SURROUND_FULL FROM THE TOP)ON 6 MILLILITER VAPOR (I PER 1500 SFJ FOR VEN*FIN&. 6 6 PERIMETER OF FOUNDATION. P PROPER DRAINAGE. DRAIN NOT BARRIER ON 4'CLEAN GRAVEL BED ON -cr ITCH TO LOW POINT ON SITE FOR ME<~ICAA- EW[a=1I SCiA[IA & DEMAREsTARChiT COMPACTED FILL: L VERIFY LOCATION OF N&�MECHANICAL VIRGIN 501L OR COMPACTED FILL. REWIRED IF SLAB 15 ON OR EQUIPMENT IN FIELD. PRQVIDE TYPE X FIRE WIH ALL FILL 15 TO BE COMPACTED TO c5% ABOVE GRADE LEVEL. L A I I I �, . RATED SHEETROCK VO"�MINJ IN ALL MAXIMUM DENSITY AT OPTIMUM :"0." ARChiTECT MOISTURE CONTENT, DIRECTIONS AND ABOVE FURNACE,TYP. < SPECIALNOTE-. F'ROVIDItONE D=T- A A CARBON MONOXIDE DEVCTOIR C) I ARThURDEMAREST -NY U0028 3 5 8 X (C11.)ON EVERY LEVEL OAS "20 ka! 9!L : I-E.-��-I I CONNECTED TO ELECTRICAL ly 010:1 ;1 d� I I SY5TEM OR 15ATTEV;ZY 15ACK-UP RobERT J SdARA, AIIA ------------------- T_T_ L -1 L I -j- #5 Cont. 2 DEMISE PARkYN, PROjECT MAMA ER r-T v 1% _1��GTOR TO PROVIDE REQUIRED P S IA 1v COMBUSTION AIR FOR AM (2x Key Req'd b HAUNch DETA At mEctimrAL EauipmENTIrm) 6 SCALE: I I SEE E.O.R. Doc FOR SPECS Poured Wall Only) Foundation Wall 1-0 3 UNEXCAVATED 381-0.X 151-ro" 2 9711,?1P3ELEV1R[717F REVSIPA ABOVE 5* THK. CONIC. SLAB ON GRADE L TIO W/ VXV JIOX#10 WWM OVER 1 �5130125 PLUMBING ADDITIONS PMYETHIII MEMBRANE No, Drawn 1 UNr&' CAVATED FLOOR Q X X -------X L L -k AS NOTED 0 o. 7. L �+ Z Date, 04 F-4 E3 501-01,111 VJR I - j -1 �_POLYERME MEWRANIE 6/20/22 7: 311/2- DIA SR DAMP C, DAMP PROOFING -V-2•- A. M OONT. , r F'fienamel doll TYPCOIUMNREiNF. DETA. DE[ENq0S . (4� # 112' DIA HTS BARS SCALE: P = 1'.10" SEE E.O.R. Doc's FOR SPECS Oject, 1/4 STIRRUPS Or O.0 I. r (4 PROPOSEd NEw CONSTRUCTION FOR ThE: IT I � j 112' DIA HTS BARS ps R llr-(4� 1112* DIA HTS BARS W 1/4 STIRRUPS Or O.0 W, 1/4 STIRRUPS 08' O.0 1 .1 DEIENq EsidENCE 05 6. ](6) 518- DIA HTS BARS 11 1105 CEdAR DRIVE SOUTh W/ 3/8 DIA STIRRUPS 08' O.0 I EAST MARiON, NY o COUNTY OF Suffolk /-(4� # 11�* DIA HTS BARS (4) j 1/8- DIA HTS BARS V-2 11,11! W 1/4 STIRRUPS Or O.0 W/ 1/4- STIRRUPS Or O.0 (4) j 112' DiA HTS BARS 518' DIA HTS BARS Sheet/ Wj 1/4 STIRRUPS Or O.0 W 1/4 STIRRUPS Or OIX BASEMENT PLAN AS EMENT PIAIN :> to DrawIng No.# IN C ,lop, Z/8,04_ �--2*XV MTED PINE TREATED PINE Lo �> SCALE: 3/ 16 1 '-1 (DOOR HEAD) (DOOR HEAD) A000 3 FIRST FLOOR NOTE5: I I. PROVIDE CONTINUOUS LOAD-PATH BELOW ALL STRUCTURAL POST/ COLUMNS. 2. REFER TO ATTACHED DWG. G.S. # I FOR REQUIRED FIRE RATED ASSEMBLIES FOR WALLS AND GEILINGS. I 3. DOUBLE EVERY THIRD JOIST UNDER KITCHEN, BATHROOMS, FOYERS, AND ANY OTHER 5PAGE WITH A 6° STONE OR TILED FLOOR FINISH. 4. PROVIDE FINISH FLOORING AS PER OWNER AND TRNASITION 5ADDLSE BETWEEN VARYING ELEVATION • CHANGES. INGGROUND POOL B0"OTHERS 40'-0"x 20'-r� 5. ALL NEW WINDOWS AND FRENCH DOORS TO BE "ANDERSEN 400 SERIES" GLAD UNITS. SHOWN ON PLANS i ARE CATALOG UNIT NUMBERS AND OVERALL UNIT DIMENSIONS. ADJUST MASONRY OPENING AGGORDINGLY TO i PROVIDE P.T. FRAME SURROUND AND ANCHORAGE. PROVIDE MUNTIN GRILLES FOR ALL UNITS. INSURE EGRESS Uj CU RVEd STAIR DETAI I AND TEMPERED UNITS WHERE REQUIRED. ANY SUBSTITUTIONS TO BE EQUAL TO, OR GREATER THAN, UNIT I SHOWN ON PLAN. STAIR MANUFACTURER TO RPROVIDE SHOP DRAWINGS AFTER FIELD MEASURING AND PRIOR TO 6. ALL SMOKE ALARMS (S.A.) AND CARBON MONOXIDE DETECTORS (G.M.) TO BE HARD WIRED, INTERCONNECTED, WITH BATTERY BACK-UP (TYP). PROVIDE ONE CARBON MONOXIDE DETECTOR PER LEVEL I I CONSTRUCTION FOR OWNER APPROVAL 1. CONTINUOUS LOAD-PATH GONNEGTION5 SHALL ATTACH 15T FLOOR STUDS TO 2NO FLOOR POURED WALLS O O O4 a AS PER ENGINEER-OF-REGORD DOCUMENTS. — -------------- ---- — — — — -- --- ---------- ------------ e - W/4" _-' 8. ALL HANDRAILS TO BE 3' O" (MIN.) HIGH (MAX.) CLEARANCE BETWEEN VERTICAL OR HORIZONTAL MEMBERS (TYP). PROVIDE I �" DIA. GRASPABLE RAIL AS REQUIRED. H _W RAILING -.-___-.__ .�B7--___----- ••� ___--__-g ___-__-.__ � 'A' 36•RAILING H , n 9 SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST RATE, SUCH 2 MAKEUP AIR SYSTEM SHALL BE EQUIPPED WITH A MEANS OF GLOSURE AND SHALL BE AUTOMATICALLY P-4 I_4■16'-4' 16'-4' I CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. '-0 1'I'-0' 2'-0' $'-4" 12. PROVIDE ONE-HOUR RATED FIRE-PROOF, 5ELF-GL051N6 DOORS FROM GARAGE TO HOUSE. DOORS TO BE I II II I SOLID WOOD OR HOLLOW METAL W/ HONEYCOMB INFILL. I I I I I I 15. SEE DETAIL SHEET F.P.-O FOR ALL FIRE PLACE AND CHIMNEY DETAILS. I II II I I I I 14. ALL INTERIOR WALL5 SHALL BE 3 " METAL STUDS W/ gg" GWB FINISH BOTH SIDES g 16" O.C., UNLESS I I COVERED PATIO I S 63'-2"x 26'-11" I INDICATED ON ARCH. DWGS. " cLG8110''im i i I - ' 15. ALL EXTERIOR WALL5 SHALL BE 6" REINFORCED GMU o 16" W/ 2" XPS INSULATION TO THE EXTERIOR AND e 24,-i" Ism 19-I 5-2 9- 3 B METAL STUDS a 16" O.G. W/ R-15 BATT INSULATION, UNLESS OTHERWISE INDICATED ON ARCH. DWGS. -8" -2'-8" 1'-10" $'-b" 4'-2" 11'-6" —4'-2" I 9'-6• GW3 5 $'-9" 2'-6" -2'- 3'-10"20 _� -4'-0" P - FWH60a -FIXED FWH6 SO FWH lam FWH 100 16. REFER TO STRUCTURAL ENGINEERING DOCUMENTS FOR BRACED WALL DETAILS 4 INFO. H318 -OUTSW UNIT-I'-0 j'x4'-4 R" WH318 -OU I L7 UNIT 5'-II "x-I'-Il UNIT 5'-11 "xl'-11 }" UNIT 3'-0 j"xT'-II I" UNIT 3'-O J"xl'-Il I" VERIF M.O- IT 3'-0 "xl'-II �" UNIT 3'- „xr- 11. REFER TO DWG. G.S. #I FOR REQUIRED FIRE RATED ASSEMBLIES FOR ALL GARAGE WALLS AND GEILINGS. RIF M-O. VERIFY M.O. VERIFY M-O_ VERIFY'M.O. vERIF M.O. VERIf Y MO z INSTALL 2- LAYERS 5/8" W FIRE RATED GYP. BD. ON CEILING OF GARAGE. INSTALL I- LAYER OF 5/8" W FIRE RATED GYP. BD. ON EACH 51DE OF WALL SEPARATING GARAGE AND HOUSE. 18. PROVIDE 2" (MIN) CLEARANCE BETWEEN MASONRY CHIMNEYS AND GOMBUSTABLE MATERIALS. ALT: USE • I '''�' METAL STUDS AGAINST MA50NRY CHIMNEY FOR FRAMING. m I 3�a� ��•m � n SPECIAL NOTE: PROVIDE ONE CARBON MONOXIDE DETECt - a�NCN _ (CM.)ON EVERY LEVEL I I CONNECTED TO ELECTRICAL I 3'-m xa'-m^ I — F_ SYSTEM OR BATTERY 13ACK-U I I ----IN GRADE "0"CLEAR DIRECT-VENT I I I x \ \ \ _ FIREPLACE(SEE DETAIL f S -a cD o • ILL , > I I D SHEET"Ff'-0") I I w 7 e I I FRENCH I I p �L > r MORTAR OR CAP x \ \ 'V• � io I I 3'-m'z8'-m• 3,_mx _mx 9 - - z 1 \//\ AS REQUIRED \/ • ° _ (2)COATS OF MASTIC \ \ -n ---—--— .�..• �*- .. - - —— F WATERPROOFING ON ALL '\ _ • j� LIVING ROOM BELOW GRADE SURFACES \ 18'-4"x 24'-4" ------T J I L •1 L —� •" Z . ——— Ll 8"MIN.COVER DOWN DOUBLE CLG - HEIGHT I U1 w TO FOOTING \ • \ XQ 5 o Ut < w d/ CA PLAY ROOM iA x8_�" I4:_8�„ WQ 8x 10 I . 0L-0" 36•RAILING W iIl LG_s10'_� • I I I Q r UI • I I ————_ — — '� 6-�� 6 " 5'_9• 9_4 x 4'-v ( la's}" --I--- �_4' y._•,j• 4"�• - - e • '- / m � D N -_' 9 ie MASONRY FINISH FASTENED • y \ \ �.. I I8'-I�x 21 0" Q Q; ` ,�, I `� TO CONCRETE WITH METAL / - GL I cCG.E _ - •*::r —— _ ", —— —— _ _ � / •10'-0" ANCHORS @ 24"O.C.BOTH �o a DELON VERTICALLY AND HORIZONTAL \ °d ' \ ENCAPSULATE DRAIN ° \ PIPES W/CRUSHED STONEj\ 12 II I_ n - _12 n° I f �' I I I AND FILTER FABRIC / I N 2 18'-I x5' I I I— ARThUR DEMAREST, RA• — —_ — 1 I STEPPED FOOTING ° D 3ANDRAi _ — BEYOND — — '.` { ____ g, I.I I I a. I ,. 4"PERFORATED \ — — u'-m• ne 6'm 11—6's.—11 �— a m• n'_I• _4'm• �s e. u'm• _ DRAIN PIPE , ARC chi I.,L.C. '• III II >o m 1 ; I I I'. •• IWALK- II I I � - •- - � _ �. - - _---_- • •10-0 _e o '.�• #6 RE-BAR @ 24"O.C/\\. s ALK-IN CLOT \\\// / °• �° d° • • DRAIN IN—SLAB — d • S\�/ \\ 204 WAShiN ON STREETx V-0" I LAV 2 #5 RE-BAR @ 12"O.C. GARAGE cLG 010'-0" 'I, II6'- x 8' It, REF. RE*. GARAGE HAckETTSTOWN NJ 0784014'-0" x 20'-0 L •0 1 '_0 x -•6 ° d CLG.•12'-0" CLG. 01_01, LG.•12'-0" G.F.ELEVATION 30� EVATION ■ 300'. \ TEL (908) 850-4494 POCKET 12�\ p v-■r s o _ .I • d• _ ' ———————————— � ARTCdEMARESTARCiITECTS.CO MCLG. �� ° A BRANCIi OffICE Of I I �` _———— 6 x 9'- — GRAND STAIR HALL I ,� I \ -- \ ' \ \ \ \. _ _ I \ \ \ /\ / / /� A I I •FtertT ' ' ' — — 19'-1"x 25'-1" - i •I•}• • 4 / / \ /\ /\ SCIALIA & DEMAREST ARCIiITECTS LL .A . . , . .I. . . . . . . .I. . . . . . :r � � � balaLl`�Icsl�r G'LG. . . � . . . . . . . / / C + ,-6^.a•-m" ' � SPECIAL NOTE: \ SPECIAL NOTE: I - FF.ELEVATION■ 315' - •y. ENSURE 1-HR I _i - ~m I 3:m a-m• ry 4 ENSURE 1-HR I - W z FIRE-RATED AREAVI/A DETAI • 1 ARCHITECT • ' FIRE-RATED i • I ASSEMBLY ALL I I I �i � �e ° ° a 13'-8"x 5'-5 IR WALLS t CLG.IN I .•'s r I WALLS t CLG.IN I MASTER BATH———-TI — / / ) I ° —- °° N 36•x4r " I SCALE• /`2° _ ' OII 18'-1 x 9'-10 - -- j j -x --x CLG.•10'-0 GARAGE I / — °I' LANDIN6 , ARThUR DEMAREST -NY Lic#028 3 5 8 GARAGE I ' ' in „ " � / t e-- -e -e •'; •10'_0" I I �'— / / / GLOser•- -- _ --- I SEE E.O.R. DOC'S FOR AD ' RObERT J SCIAUA A O DT L INFO IA - SHEAR BRACE _ _ t DENISE PARkyN, PROJECT MANAGER -"■ N = WA L PER CODE (WALL PER COD '. m - / / ARcxuwAY L - -i ` WALL PER CODE WALL PER CODE RISER HOT.VARIES EXTERIOR CONIC.STAIR X O SHEAR BRACE SHEAR BRACE > !_I C _ - C s i _ ILI n / ALL INTERIOR RAILINGS TO BE 3'-0'HIGH _ BOTH SIDES. THE SPACE BETWEEN I N " ;r (8.25"MAX.) x _ I J 5ALU5TER5 TO BE LESS THAN 4". ALL ILLIO NEW HOOD 5TAIR5 TO HAVE 8"MAX (r I R15ER AND q"MIN TREAD WITH I"N051NG, X > I • STAGKEDU STAIR "(MIN)HEADROOM OVER II 0 : - x� w r,L TREAD W/1"NOSING 3 u III` N �> • : (DEPTH VARIES,SEE PLAN) 1" 2 7/12/2 LEV/ROOF REVS/PATIO � .. i u a•% 1 513012 PLUMBING ADDITIONS #5 RE-BARS @12"O.C. MASTER BEDRDROOM ' •1' 18'-1"x 13 -—® _ _ z " a— -_o DINING ROOM �: I EACH WAYS Drawn Byr CLG.•101_0r 22._m:, ABD/ DP _�`=oSEr cwsEr CLG."et0'_0" a • • , �._I. 6 -_4'-b, 6 9'p• -4'-•I' IA-I• I r - •' a • , Scale+ , -1. . ..::: • - - - - ,. '; '; : d . . • .: AS NOTED ————— ————— ;h SLOPE@8°/o (Y FLANfHi a.arrrtR �� DELON DELON o A. \ Da tel Z -x;_-. 21 A tll NW i X 1 - " FtlYN GONG HEAI�f-SEE EAR.DOGS 4"CONC.SLAB 1/2"EXPANSION JOINT F!(enarhe EN AT : (PREMOLDED FILLER) DE�ENGOS 38'-0"x 15'-6" 111 •• 2%SLOPED CONIC FNISH + x y V 2#5 CONTINUOUS STEPS t GRADE _ e � '� W Project, Ln 1 IY PROPOSEd NEW CONSTRUCTION FOR TIiE: tE �* ARE STAIR DETAI DEIENcoS RESIdENCE NOTE:2R+T MUST BE BET.24"TO 26" SCAfE: ° — �' O° OS CEdAR DRIVE SOUTIi A A • ?� I EAST MARION, NY SEE E.O.R. DOC S FOR ADDT L INFO COUNTY of Suffolk 36"RAILING _ R i 36 AILING ` INSWING FFENCH DRS INSWING FRENCH DRS INSWING FREN H DRS INSWING FREN H D COLOR � � LEGEND UNIT 5'- "x0'-O" UNIT 5_ "x8'_Ox UNIT 5'-8'k V-O" W _8"xV_0" VERIFIr M.O. VERIF M.O. V VERIFY M.O- Sheet 'I'J [A "f 6 50'-0"F.YSB. V.IF. - 3 2 F*1 RSTF100Rm- m FIRST FLOOR PLAN I 4 `21-1 .�' 6-2 - - - - - b-2j 1-1 b 2�I S 0 6 11� - - - - --` - -- - - - 14'-11 " 20'-0' IB'-0" 20'-0" 14'-1 ■ - -- - -- --- - - - - - - -- --- - - - - i 81'-I1j' - — GIRDERS, RIDGEBEAMS, ETC. Drawing No., SCAIE: 3/ 1 6" = 1 /-0" JOISTS, RAFTERS,ETC.- - - - - - 000 SEGOND FLOOR NOTES: I. PROVIDE 4"x4"/ 6"X6" STEEL POSTS P05TS DOWN DIREGTLY TO t�'-I■ 1g'-Im■ 19'-t• - FOUNDATION WALL OR MAIN 61RDER5 WHERE INDIGATED. O 9'-7 9' 6" —'S'-8"CX25, FIXED 8'_g■ CX25FIXED 9'-6• SC e'--t• T 2. REFER TO ATTACHED DW6. 6.5. # I FOR REQUIRED FIRE RATED Fw � am A55EMBLIE5 FOR WALL5 AND GEILIN65. -------_ UNIT 5'-11 "x7-)1 J"--- UNIT 5'_2 s"x4'_)1 J" UNIT 5'_2 "x4'_)I 9" UNIT 5'_11 'k 1_)) " VERIFYa M.O. VERI M.C.VERIFYM.O. VERIFY M.o. 3. DOUBLE EVERY THIRD J015T UNDER KITCHEN, BATHROOMS, FOYERS, — -----f ------------ -----------_ .I H " - I AND ANY OTHER 5PAGE WITH A STONE OR TILED FLOOR FINISH. B 4. PROVIDE 3TRAN5ITION SADDLES BETWEEN ANY VARYING FINSIH UJ FLOOR ELEVATIONS 5. ALL NEW WINDOWS AND FRENGH DOORS TO BE "ANDERSEN 400 USERIES" GLAD UNITS. SHOWN ON PLANS ARE GATALO6 UNIT NUMBERS AND OVERALL UNIT DIMENSIONS. ROUGH OPENINGS TO BE ADJUSTED ACGOR0IN6LY TO AGCOMODATE P.T. WOOD SURROUND AND ANCHORAGE. • PROVIDE MUNTIN GRILLES FOR ALL UNITS. INSURE EORE55 AND REAR TERRACE TEMPERED UNITS WHERE REQUIRED. ANY SUBSTITUTIONS TO BE EQUAL TO, L 55'-0"x 26'-10" OR GREATER THAN, UNIT SHOWN ON PLAN. 2"GONC RAILING- SEE DETAIL 2%SLOPED CONCRETE PATIO 6. ALL SMOKE ALARMS (5.A.) AND GARBON MONOXIDE DETEGTOR5 (C.M.) ®\ TO BE HARD WIRED, INTERCONNECTED, WITH BATTERY BAGK-UP (TYP.). e O PROV DE ONE DE DETEGTOR PER LEVEL 1. PRIOVIDE GROS BR DGINGI BRAG N6 $ BLO K NG AND ANY >= ADDITIONAL REINFORGIN6 AS PER THE ENGINEER-OF-RECORD DOCUMENTS. LU } 8. ALL HANDRAILS TO BE 3'-0" (MIN.) HIGH W/4" (MAX.) GLEARANGE � s � _ '°- '•,�'•� '"' � BETWEEN VERTICAL OR HORIZONTAL MEMBERS (TYP.). PROVIDE i �" DIA. = j , --� I I ■ 6RA5PABLE RAIL A5 REQUIRED. n f� 11 j I Q +� q. SEE DETAIL SHEET F.P.G. #1 FOR ALL FIRE PLAGE AND GHIMNEY ' I I x v° DETAILS. X z "0"CLEAR DIRECT-VENT ( x} '� u FIREPLACE(SEE DETAIL LL nm ' LL SHEET"FP-O*) LL ry . v I d 13. ALL INTERIOR WALLS SHALL BE 3 " METAL STUDS W/ " 6WB FINISH = X > �'I'-a" I '_g",� X �> • BOTH SIDES @ 16" O.G., UNLESS INDICATED ON ARCH. DW65. f-I ir v ' rt i I 14. ALL EXTERIOR WALLS SHALL BE 6" REINFORCED GMU @) 16" W/ 2" UJ 1 ' m XPS INSULATION TO THE EXTERIOR AND 3 " METAL STUDS @ 16" O I I � O.G. W/ — 1 - - - ya ;,- . —- ;•, 1� -� I R-IS GATT INSULATION, UNLESS OTHERWISE INDICATED ON ARCH. DW65. LL 44 - ' - II I(� u Nr/II i' I I I I Iy r I I I 1 15. PROVIDE 2" (MIN) GLEARANGE BETWEEN MASONRY GHIMNEYS AND �, o iU LIVING ROOM BELau w , o s tpe� 1b'-4"x 23'-10" do e I v t I I 1 Iv r COMBUSTABLE MATERIALS. ALT: USE METAL STUDS A6AIN5TCHIMNEY FORUJ o =. u i ( c'z�` LL^ LL DOUBLE HEIGHT CLG ^` I �g I I ' I I LL FRAMING RAILING AND STAIR NOTE: ALL INTERIOR RAILINGS TO BE 3'-0' 1 1 I 1 X �> X - HIGH,BOTH 51DE5. THE SPACE i x U 13ETWEEN BALUSTERS TO BE LE-55 W C-CHANNEL THAN 4% ALL NEW WOOD 5TAIR5 TO W G-CHANNEL I I I BEDROOM HAVE 8'MAX RI5ER AND 9"MIN BED�200M RAFTERS • C-� 18'-I"x 14'-S" TREAD WITH I"NOSING,TYP. IS'-1">#14'-9" c- ■ ,_$" I i�� * cLG.+tm'-m" Y cLG.�1m'-m" �41 _ ._g.�._ HOLD GROUT FROM 1 1/4" DIA. HOLES 3 4" DIA. GALV. 3/4" DIA. GALV. STEEL --------- ------ I 1 AROUND RODS IN ��S�EEL DOWELS THREADED RODS I I °I. ------- -------, 1--------- :I I I I X ----�- -----------�- � BALUSTERS • -- -------- : .• tt� I' 1--` ---------- - /��----- �, II tn' II II II II II s {' eA. {'i' � JI w O LIGHTWEIGH _� II � y (Y --' -' s `s I` a e I' -1 � ' n u II \y�A s• „ M. m ,.I / f BALUSTER ii II II 4'-9'g 19'-1• ^ 4'-S' -g b `• • b'-b• - -I 1 ¢ I ' _ Q' II II II II II Y' Q `CC' / I r u- II II II II II Nr Q ( ,11 ry W II 11 II II II I U u n I I n I I n I I \ p� fl W.I.0 S I I � I W.I.CLod II � / 11 c. BALUSTRADE n n n ' ' I I 6'-6"x 3'-�" x / I BASE II II II II 11 1 < �cLG.=1m'-m^ IcLc= m m 1 n n u n u -icr l I ..l I I I I in J4 "1• III W_ Fq n 1,I v O I t \ i 6._6.'x S'-lm"I I y�: e._ y_b. 6._6,.x 8-tm" 1 / I 1 W O / U_ v ap 1 N'r7W C-CHA I=L ( DRAIN BEL I \ I + I r NEW C-CHANNEL I 111 LL II II II II II ' RAFTERS c I D \ ——— ' _ -- — _ .M. � I \ � I -----'--- - RAFTERS �> `r z I I TO E [OR Z . . r . 1 . . . . . . . . . . . . . . . . . . . . .!. . . . . . . . .: . . . . . . . . .,. . . . . . . . . . . . . . . L IfEN.;. . . . . . .� . . . . . . . . . . . . . . . . . . . . . 1 • . . Z II II II II II i . .; 3� / --- - -- L? •x Im:m. ----- _ — / l _6..x im'-ra" \ �3 I �' GROUT AROUND ROD IN 3" -0 CLG.+im'-A" \ I ELEVATION DIA. { �. p.; HOLE IN BALUSTRADE BASE .• ors _ . . � . T . . . . . . . . . . . . �.. . .I. . . . . . { . . : . . . . . . . . . . . . . . . . . . . . . . . . — — — _ . . . : . . . . . . . . .I. . .,.S;,A . . . . . . . . . . . i � � . . 1 I _ ;,_-- -- - - ----- t _ 1 I ARThUR DEMAREST, RA W O I Q�� w 6• g• I w v C; V \ N O O b•- 1 b•' 3'-0"x8'- -�• - ' - , -6' X Q 1 C '• -,: = LL 1 6. .x S'-Io. LG.e1 ._m. I ARMITECTS? U.C. 'A IT 1 I u W.I.CLOs — 1 ,� / UI I LLO _ L n- �, +1m,_m„_ -- I 5 6'-6 x 3._�. — rl — ) I c 204 WAS�iINrON STREET e )�__1) L)—.-- '-b• b- ' —4'-3• _4._ :� —y._z. 4'-b _{._3. '--2;LC-- 1@_`-�5' b 6' LI �L— U ® '. '1 PLAN SECTION HACkETTSTOWN� NJ 07840 TEL (908) 850-4494 ml LL 0 e W r LL MASON Ry BAIUSTRAd E DETAI l ART�' dEMARESTARChiTECTS.COM x ~> b X z> SCAIE: 1/2" = 1'-0° A BRANCh OFFICE Of • u SCIAFIA 81. DEMAREST ARChiTECTS, LLC BEDROOM BEDROOM >s'-1' x�4' ARC�IITECT `'• � i8•_p.x 13._9.. CLG.+�'D'-m" � CLG•+1m'-m" GLASS GLASS ARThUR DEMAREST -NY Lic#028 3 5 8 J ----- __--- .•.% "° RObERT J SdAlkf AIA � - to x = j "t DENNE PARkyN, PROJECT MANAGER � a• p al c > :t dl cv> p ' X X t s, it U B - • T - ---- ' B � � / t��!c-CHANNELRAFTERS NEW C-CHAM=- I I 2 7/12/2 LEV/ROOF REVS/PATIO 1 5/30/2 PL UMBING ADDI TIONS 20 3: � —15 APRON FLA5HIN6 APRON FLASHING HEAD FLASHING WINDOW FLASHING No CUSTOM HALF-ROUND ( u f I T ( �� t`\ Drawn By, UNIT l'- "x41m'-m" : '� ' - I FIASIi I N DETAILS ABD/ DP A - - VERIFYM. - T r-S-T; �--I-..--: - A _JI LL�_1 tL_ 7'-'i" 6'-2 " d'-15" 4'-'I" d'-l" -DJ¢'_ - -_�,_2 " T,`," 6'-4 • - Sca(e, • SCALE: 1 1/2" - 1'-0" AS NOTED CX25-EGRESS CX25-EGRESS '-S" - CX25-EGRE55 CX25-EGRESS '-v" - Date, UNIT 5'-2 a"x4'-11 �" UNIT 5'-2 a"x4'-11�' UNIT 5'-2 i"x4'-11 9" B UNIT 5'-2 a"x4'-II J" VERIFY M.O. VERIFY M.O. VERIFY M-O. - VERIFY M.O_ 6/20/22 F!(enane, DEIENGOS _ [00R S ECO N d [IrlPIAN Project, PROpoSEd NEW CONSTRUCTION FOR ThE: DEIENC>,OS RESILIENCE SCALE. 3/16�� — 1 '�0'I 1105 CEdAR DRIVE SOUTH EAST MARION, NY COUNTY Of Suffolk COLOR LEGEND Sheet, 7� SECOND FLOOR PLAN GIRDERS,RIDGEBEAMS,ETC. Draw/ng No., — — JOISTS, RAFTERS,ETC.— — 000 T i"P I GAL ROOF NOTE5: 1. PROVIDE RIDGE VENTS AND CONTINUOUS SOFFIT VENTS. 2. ROOF TO BE LIOHTNE16HT "SPANISH TILE" ROOFIN6 SYSTEM AS SELECTED BY OWNER ON SPRAY-ON WATERPROOFING ON REINFORCED CONCRETE SLAB ROOF AS DESIGNED BY E.O.R. ON STEEL 6-CHANNEL RAFTERS. \ -- _ - 3. ALL RAFTERS SHALL BE MECHANICALLY ATTACHED TO WALLS AS PER E.O.R. B DRAWINGS. u-1 __� I U_ -/ 4. USE "ICE AND WATER" SHIELD. FULL GOVERA6E OVER GATHEDRAL SPAGES AND ANY SLOPES LESS THAN 5:12 ON 5/8" PLYWOOD SHEATHING ON RAFTERS 2"X @ 16" O.G. \tip L---, ____-1 f ; 5. STEEL G-GHANNEL RIDGE, HIPS, AND VALLEYS, AS SPECIFIED BY E.O.R.. 6. PROVIDE FLASHING IN ALL VALLEYS, CRICKETS, AND ALL WALL/ROOF INTERSECTIONS. \ z / I. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION AND REQUIRED DETAILS ON NnW C-CHANNEL.RAFTERS \ NEW C-CHANNEL RAFTE z � ; FLASHIN6, 6UTTER SIZES, ETC. =,-r-----1i -------.--� If iI =_,----- T! fr ----_ uj �l______ �.- 1- - U : �_ 8. PROVIDE 6 SEAMLE55 GUTTERS AND LEADERS -- CONNECT TO DRAIN TO ___ _ _I-_.__ ______ DRYWELL ON SITE OR TO SITE LOW POINT. REFER TO E.O.R.Does FOR ANCHORAGE ji I 0> RAFTERS TO WALLS. (TYP) OF cf. CONTRACTOR TO CREATE ACCESS PANELS/ DOORS TO ALL CONGEALED AREAS i !- � 1 k� w / I / BELOW ROOFS/ ATTICS AS PER CODE. \F:� F:I/ I I 1w >= I -� I STRUGTURAL NOTES: I. ALL STRUCTURAL WORK SHALL COMPLY WITH THE STATE BUILDIN6 CODE. I I \ 1 I I 2. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS 1 1 J I ��Q I�-11AND SPECIFICATIONS. E - - - \ - - - / - - - 3. CONTRACTOR SHALL PROPERLY SHORE, BRAGE AND MAKE SAFE ALL FLOORS, ROOF, I AMA L_! \ I LIGHTWEIGHT MASONRY S •CLAY TILE ROOF OVER REINFORCEDED MASONRY SLAB 1 / WALLS, AND ADJACENT PROPERTY AS JOB CONDITIONS REQUIRE. M \ I ROOF I SEE E.O.R.DRAWINGS.INSTALL SCREENED . / ; dtimh 1 RID VENTS GE s ALL ROOF PEAKS.INSTALL ICE 0 1 4. ALL CONCRETE SHALL BE STONE CONCRETE. MINIMUM COMPRESSIVE 5TREN6TH5 AT 28 \ 1 k) ( t/ ) ' I / DAYS SHALL BE 5,500 PSI. ALL FOUNDATION CONCRETE AND GARAGE FLOOR SLAB SHALL 0 ILI NJ 11I.- - -___ - - \ -I z _ "'� - / _ _-_- _ v-- _ D BE AIR-ENTRAINED. INSTALLATION SHALL BE I N ACCORDANCE WITH AG 150I, Xk SPECIFICATIONS OF CONCRETE FOR BUILDINGS. I I II I I II I I 5. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND TO THE AISG SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUGTURAL STEEL FOR BUILDINGS. BOLTS I L-------J L____-:__J I -='' SHALL BE 3/4 INCH DIAMETER UNFINISHED BOLTS CONFORMIN6 TO ASTM A30-7 UNLESS 1 r -----7 I I r---- y-� 1 a OTHERWISE NOTED. I I I I - - RIDGE I r- (5. ALL FRAMING LUMBER AND DETAILS OF WOOD CONSTRUCTION SHALL CONFORM TO THE I I I NEW C-CHANNEL RAFTEI•'.S UWINISHED ATTIC NL-W C-CHANNEL WAFTERS I I NATIONAL DE516N SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENIN65 3W-3"x 23'-3" f I I I I I REFER TO E.O.R.DRAWINGS FOR STRUCTURE I I ; I I I I (INGLUDIN6 SUPPLEMENT No. 1) AND TO HUD MINIMUM PROPERTY STANDARDS 4a10.1. ALL NEW uj I I I I I / e CONNECTIONS \ 1 1 1 I I -I I 1 I 1 I i I---------! I ( FRAMIN6 SHALL BE GRADE MARKED AT MILL AND SHALL BE SURFACED DRY. NEW JOISTS 1 1-A-I / I SHALL COMPLY WITH PS 20-10 FOR SIZES AND SHALL CONFORM TO THE FOLLOWING I r--------� I 1 I I �---------I I A I I I I V I sA 0 \ Li I I I I SPECIE AND GRADE: . . . . . . . . . . . . . . . . . . . . . . . . . ► f . . . . . . . . . . . . r1. . . . . . . . . . . . . . . .IvuAL� . . . . . . . . . . . .� �. . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . ., t . . . . . . . . . . . . t r . . . . . .L '�• RAFTERS AND JOISTS- DOU6LAS FIR, LARCH #2 � BEAMS, 61RDER5 AND HEADERS- DOU6LA5 FIR, LARCH #1 STUDS AND PLATES- DOUOLA5 FIR, LARCH STUD \! -- r-7= ��0 j1 jj _ G 'T. ALL FACTORY MANUFACTURED GLUE LAMINATED WOOD FRAMING MEMBERS (LVL) { . I SHALL BE GPI JOISTS AND 6P LAM BEAMS AS MANUFACTURED BY 6EOR61A PACIFIC,, OR I I 1 1 i I I IN FMOT)R INSULATION- I �U 1 ; I I I APPROVED EQUAL. ALL ENGINEERED GIRDERS TO BE 2.0 SERIES OR HIGHEST SERIES _ _ ' I NYSBCC TABLE{02.12:R-4'5 PROP. I 1 ua -- u �z I MIN S'FOAM INSUL W/WATER/AIR 1 t L.J _ \--J C AVAILABLE BY MANUFACTURER. t = / \ i I BARRIER S"xR�i/IN•R-56 (TYP) I I 8. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED / I / .� SPECIAL NOTE: PROVIDE ONE I w CARBON MONOXIDE DETECTOR STEEL JOIST OR BEAM HANGERS, MINIMUM 18 GAUGE, INSTALLED AGGORDIN6 TO I <� INEW G-CHANNEL NEW G-CHAN!JELI 1 (C.M.)ON EVERY LEVEL MANUFAGTURER'S RECOMMENDATIONS. 1 / / \� I RAFTERS I RAFTERS I i Y�.1/ \ \ i I COB SYSTED TO TEM BATTERY BICA UP. Q. WHERE FRAMIN6 LUMBER IS FLUSH FRAMED TO GP-LAM, STEEL OR FLITGH PLATE ATTIC AC.GESS NOTE, GIRDER, SET THESE GIRDERS �" CLEAR BELOW TOP OF FRAMIN6 LUMBER, TO ALLOW FOR \ _i I / I I 1 PROVIDE access To ALL ATTIC SHRINKAGE. I I / NEW C-CHANNEL / \ NEW C-CHANNEL 1 (-__ _-I _ _ �I 1 _ __-I 1 NEW C-CHANNEL / \ NEW G-CHANNEL \ 15PAGE5 OVER 30" IN HEIGHT / RAFTERS RAFTERS 1_ - C--F-- RAFTERS RAFTERS \1 1 WITH A 22'X30'MIN OPENING. I 1.. / \ - 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW; WHERE 1 I \ 1 i I I 1 1 I / I i REQUIRED INSTALL ADDITIONAL STUDS. USE DOUBLE STUDS @ ENDS OF WALLS AND ENDS I I _ __ __I _I� 1 �i_ __ __ p/ S, I I OF OPENINGS. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE -----1-J- I I� I BEAMS ARE NOT DESIGNATED. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF ARAVR DENOARE5T RA PARTITIONS. 1 i 11. BUILT UP BEAMS SHALL BE SPIKED TOGETHER WITH (2) 16d NAILS @16" O.G. a I I �--FLASH AND COUNTER FLASH ALL EXTERIOR I MATERIALS FOR WATER-TIGHT CONDITION(TYP) 7 IT- ; z \ rim �---=-�1 i ! !,_-- -- I I 12. AT THE END OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID ARChITECTS, L.L. . - !> _ ._�I - L1_ � - Ii - - B POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTIN6. 204 WAShiNC�ON STREET / REFER TO E.O.R.DO 'S FOR ANCHORAGE OF eo 13. ALL POINT LOADS AND BEAMS ARE TO HAVE FULL BEARING ON 61RDER5, POSTS. COLUMNS, PIERS, OR SOLID MASONRY DOWN TO THE FOOTIN65. PROVIDE 3/8" THICK STEEL HAckETTSTOWN, NJ 07840 - BEARING PLATES AT LOCATIONS WHERE THE GIRDER 15 WIDER THAN THE POST OF COLUMN. TEL (908) 8 50,4494 14. STA66ER ALL SPLICES A MINIMUM OF 32 INCHES. : 15. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE SPANS ARTQa dEMARESTARCIiITECTS.COM OR USE ON THE E STAMP. ALL D SHALL BE E NITH • A I � � � GLUE. ALLFPLYWOOD SHALL BE D6LUE AND SCREW NAILED TO FLOOR JOISTS SIN6XT�R�ORA � A BRANCIi OFFICE OF APPROVED ADHESIVE (B.F.60ODRIGH PL400 OR EQUAL). SCIA�IA St DEMAREST ARCIiITECTS, LLC 16. ALL REINFORGIN6 SHALL BE DEFORMED BILLET STEEL BARS GONFORMIN6 TO A5TM ARCH ITECT A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 11. FOOTINC75 SHALL REST ON UNDISTURBED SOIL OF MINIMUM BEARING CAPACITY: 4000 ARThUR DEMAREST II Lic#0283 58 PSI. ADEG2UAGY OF BEARING STRATUM SHALL BE VERIFIED IN THE FIELD PRIOR TO RObERT J SCIAUA, AIA POURING CONCRETE: ADJUST BOTTOM OF FOOTING ELEVATIONS AS REQUIRED. DO NOT PLACE BAGKFILL AGAINST FOUNDATION WALLS UNTIL ALL FLOORS OR ROOFS BRAGIN6 DENISE PARkyN, PROJECT MANACIER THESE WALLS ARE IN PLACE. TTIC N 18. EXTERIOR SLABS ON GROUND SHALL BE 5" THICK POURED OVER A LAYER OF POROUS FILL UNLESS OTHERWISE SHOWN ON PLANS. PROVIDE 6"X6" - NIA/NIA WELDED WIRE FABRIC PLACED I" FROM TOP OF SLAB IN ALL SLABS ON GROUND, UNLESS 3 OTHERWISE SHOWN. SLABS SHALL BE POURED IN ALTERNATE PANELS NOT EXGEEDIN6 2500 2 751301,2i 2 LEV/ROOF REVS/PATIO SCALE: 3/16" = 1 ',1 50.E FT. IN AREA NOR 80 FEET IN ANY ONE DIRECTION. GARAGE SLABS SHALL BE PITCHED 1 PLUMBING ADDITIONS /I O TO O.H. DOORS. No let. LINTELS SHALL BE INSTALLED OVER ALL OPENIN65 IN MASONRY WALLS AS FOLLOWS: DZ Dy+ MASONRY OPENIN6 4'-0" OR LESS: D/ DP LINTEL- L 4" X 3 1/2" X5/16" scale, TYP.WATERPROOFING AS NOTED MEMBRANE Date, r] DROPPED 6/20/22 TYP.REINFORCEMENT WITH REINFORCED REBARS RIDGE BEAM WITH STIRRPS WITH TOP AND SPECIFIED BY THE FOR REINFORCING BARS FllenaMe+ DEtENC�OS BOTTOM REBAR STIRRUPS A PERE.O.R. REINFORCED CONC.SLAB ANTI-PONDING BY THE FOR BOARD TYP.WATERPROOFING ---� MEMBRANE Project METAL PROPOSEd NEW CONSTRUCTION FOR ThE: FLASHING • REINFORCED SPECIFIED \ DEIENC�OS RESIdENCE SPECIFIED AS PER FOR " `� p ' \ REBARS SPECIFIED AS PER FOR �' "' < , • 'd ' <d•.. , 05 CEdAR DRIVE SOUTh d EAST MARION, NY BOND BEAM WITH REINFORCING e • °• e :T BARS WITH STIRRUPS AS PER E.O.R. N d COUNTY OF SUfFOIk . 1'•. T, d' . COLOR L L I) - REINFORCING BAR AS PER E.O.R. TYP.VERTICAL REINFORCING =� y Sheet+ WALL REINFOCING BY E.O.R. TYP.REINFORCEMENT `'7r!.;T�!77 AE!!� 7, E,77LCU), E"YCNI ATTIC/ ROOF PLAN FASCIA . ' .` WITH STIRRPS WITH - - - - - - - - - - - - - - - - - - GUTTER TOP AND BOTTOM REBAR - - - - - - - - - - - - - - - - - - Y CONCRETE MASONRY UNIT Roo f/WA« D ETA 1 Roof PEA k D ETA I L GIRDERS, RIDGEBEAMS,ETC. Draw/ng No., P III , 3n n JOISTS RAFTERS, ETC. n .• SCALE: 4 = 1 1-0O SCALE: 4 = ,"O - - - - - SEE E.O.R. DOC'S FOR ADDT'L INFO SEE E.O.R. DOC'S FOR ADDT'L INFO A000 6 T.O. MAIN ROOF CROSS.-oSECTION LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE I� I MIN REQ'D ROOF INSULATION- NYSECC TABLE 402.12:R-49. PROP. MIN 8" ROOF OVER REINFORCED MASONRY SLAB 12 12 FOAM INSUL W/ WATER/ AIR BARRIER 8"xR-T/IN:lII CTYP) ROOF- SEE E.O.R. DRAWINGS. INSTALL SCREENED SCALE: 1 /4'I = OII RIDGE VENTS A ALL ROOF PEAKS. INSTALL ICE �' CO FLASH AND UNTER FLASH ALL EXTERIOR GUARDS. (TYP) MATERIALS FOR WATER-TIGHT CONDITION (TYP) T.O. SIDE HIP ROOFS roll COPPER GUTTERS d LEADES OVER 12" COMP 12 12 FA5GIA OVER VENTED SOFFITS. tt 121, HI X 13" WIDE DECORATIVE L J W BRACKETS AS SELECTED BY—\ T.O. MASONRY WALLS OWNER ll - T.O.FIN CLG, - - - - - - - -- - ACRYLIC STUCCO FINISH _ T.O. WDW dOVER 2" POLY ISO FOAM DR R.O. ANDERSEV 4 00 SERIES ' 81N x-?'�=I2-IIIo "StORh1WATGH" WINDOWS d CTYP) BEDROOM ACRYLIC STUCCO FINISH OVER BASE GOAT ON Gc N STAIR HA WIRE-MESH ON TYVEK WATER-BARRIER uj uj 19'-1" x I '-2" BEDROOM PROVIDE WEEP-HOLES, EXPANSION d CONTROL DOORS WITH LOW E4 SMARTSUN ro" CMU WALLS W/ •3 VERT 13'-5" x 12'-0" 13'-5" x I2'-0" JOINTS AS REQUIRED BY MANUF. CTYP) V") > _ AND HEATLOK (TYP) �R-BAR Q 24" O.G., HORIZ CLG. 610'-0" DOUBLE-HEIGHT-�HT CLG. 1 II 0 @ LADDER REINFOR S/ SEISMIC GLG. �10 -0 CONT. FASCIA AND ro" MOLDINGS AROUND 0 =� TIES EVERY 3 BLOCKS, EXTERIOR BACK TO ENTRY WALLS (TYP) 5-TYPE MORTAR (TYP) MIN I i,, FOAM INSUL, WATER/ CON.ROOF SLAB 0 AIR BARRIER, I J"xR-"1/IN = R-10B (TYP) 12 12 3 ALUM.GUTTER,TYP. _ - (Z4 2NL��L SLAB r- CONC.BEAM,TYP. T. FIN GLG' SEE E.O.R.ROCS LAI T.O. WDW - - - - - - - - - I- - - - - - - - - - 4' • roll REINFORCED CMU WALLS �W/ 2" XPS INSULATION BOARD COLUMN,TY.. L7 c.i. ON THE EXTERIOR d 3 ? Cs STAI HA MUDROOM 9 - METAL STUDS W/ R-15 BATT ICJ'-.I" x 19'-2" �' 0 t� DOUBL -HEIGHT CLG. 13'-8" x INSUL ON THE INTERIOR GLG. a10'-0" GARAGE 0 O.GA �� GWB INTERIOR FIN (TYP) FF. ELEVATION- 31.5' 14'-0" x 211 DR RO. GARAGE • e12'-011 I it I 11 I CLG. 1 ll 612�0m MASTER BATH G.F. ELEVATION = 30-0' GF. ELEVATION= 30.0' IS'-I" x 10'-8" CLASSICAL BALUSTERS uj II) CLG. a10'-0" � AND RAILINGS MADE OF LIGHTWEIGHT NCRETE B THE �F. L. 33 hd f - - - - FF. E 3 .5 B M P. - — — — — ' — — — — SEE EO.R:-0OCS — — • • uNr-INIISHE 5ASEMENT b '. GF. L. 30.0' 56'-2" x 4 -8" GF. EL. 30.0' -CONC.FLOORSLAB - AVG RIDE J MIN REQ'D BASEMENT INSUL, - - - GL �81_011 - - - - - - AVG GRADE - - - NYSECC TABLE 402.12: R-IS 1 li-Illllii l TO 4 BELOW GRADE. II or EL. 1298' . - II I Ilr r I-111 '- RIGID INSULATION 2 POLY m-III _li��u_II oNc.$EAM, MIN READ S.O.G. INSULATION--I PROP R-10.5 CAVITY + R-116 II_ SEEE.o.R.DOCS 10 1I�III ISO FOAM R-58/IN x 2 -R-116 i;;!' - Upper Porch Level 'l - "- LI CI (TYP) ltY ) NYSECC TABLE 402.1.2: UPP R-10 TO 4' DEPTH. PROP , 4" C IN) POURED CONCRETE R-Il ro TO MIN 5' BELOW II'IIi , •a if,11�1 MIN I FOAM INSUL, WATER/ SLA FLR REINF W/ 10XI0 -II'-III- III- III-'Ilydl_ f'111 _ GRADE CTYP) =ul=ul 1 " �1 AIR BARRIER, I ?xR--t/IN = W.WI ON 10 MIL POLY V.B. n-, - h 1r1 -Il--uI.III-i' OLUMN TYP. B.O. STEP FTGS R-10B (TYP) Il 2" RIGID INSUL OVER '-III II la SEE E.O.R.DOCS BF. EL. 235' - - roll GRAVEL' BED (TYP) I� - - - -• CONC:SLABfLOOR ' I- -III It I� Na �1�� I� - =W- 1--LI FII n -I- III Ll-L_ I._ - �1 II'11RI _ill -1. -I_ 1. I _ J IJI�{kll' III=111�I IIIIJIIWI IE�111��I4 III I_II IIrIII-I-J~I HII=111�1'F"=111u11 yi„ IMF III -III�I III IIII-III'�II II II-IIHII-IIHII�I I 1=11�-=r(1--I.I-11=11 -IHIHI-I Il t -Illall=l 1111-11NI�11��1 II-�IHII-a11=11HIH1HIHll=III-Ii1=III=11 F'�II�II-11HIHII�i r Il�ll T.O. MAIN ROOF FLASH AND COUNTER FLASH ALL EXTERIOR �� TRIAL F WATER-TIGHT G DTI Y REST LIGHTWEIGHT MASONRY "SPANISH" CLAY TILE 12 CLASSICAL BALUSTERS ROOF OVER REINFORCED MASONRY SLAB r_ I AND RAILINGS MADE OF LIGHTWEIGHT 12 ROOF- SEE E.O.R, DRAWINGS. INSTALL SCREENED �. 2 MIN REQ'D ROOF INSULATION- CONCRETE,BY THE OWNER ARThUR DEMA RA RIDGE VENTS 6 ALL ROOF PEAKS. INSTALL ICE GUARDS. (TYP) A, NYSECC TABLE 402.12:R-49. PROP. NEWEL MIN 8" FOAM INSUL W/ WATER/ AIR CONCRETE,BY THEDE OWNER WEIGHT 7ciTECTS �s L• e In T.O. SIDE HIP ROOFS BARRIER 8 xR'VIN=R-56 (TYP) CONCRETE,BY THE OWNER I � roll COPPER GUTTERS d LEADES OVER 12" COMP- 12 204 WAShiNGON STREET FASCIA OVER VENTED SOFFITS. (TYP 12 I I —� HACI(ETTSTOWN� NJ 07840 -� 12" HI X 13" WIDE DECORATIVE �.� '' TEI: (908) 8 50-4494 ;t BRACKETS AS SELECTE OWNER CTY D BYP) II T.O. MASONRY WALLS -—yi ART@dEMARESTARChiTECTS.COM T.O. FIN CLG' ( I 3 " METAL STUD INTER OR I - - — — — — A BRANCh Off l Of �ACRYLIc, STUCCO FINISH I / PARTITIONS W/ " TYPE "X" ACRYLIC STUCCO FINISH OVER BASE COAT ON SCIAUA & DEMAREST ARChiTECTS, LLC OVER 2'; POLY ISO FOAM _ _ _ 10 GWB_EACH SIDE lTY_P) _ _ _ _ WIRE-MESH ON TYVEK WATER-BARRIER _ _ Lower Porch Level R- SIN x7'=R-11�0 PROVIDE WEEP-HOLES, EXPANSION d CONTROL 4 ARCh ITECT ANDERSEN 400 SERIES CTYP) 1 "STORMWATCH" WINDOWS d ( ( BEDROOM I. S LINEN W.I. GLOB BEDROOM JOINTS AS REQUIRED BY MANUF. ll WITH LOW E4 ARTIiUR DEMAREST Oi = SMAR-SUN AND HEAtLOK I I 18'-1" x 14'-0" '-6"� 3' �" 6'-roll x 10'-0" 6'-roll x 3'-'ill 18'-1" x 14'-10" •� �:> =` NY LiC#028 3 5 8 Hu � , II I 11ell I 11 I 11 I 11 °� �;'a l•�: � � 0 ll roll CMU UJALLS W/ M3 VERT CLG. e10'-0 LG. ,10 0 CLG. el -0 GLG. ,v1l -0 GLG. 010-0 RObERT J SCIA��A AIA A 0 = R-BAR 0 24" O.G., HORIZ LADDER REINFOR S/ SEISMIC GRADE DENISE PARkYN, PROJECT MANAGER TIES EVERY'3 BLOCKS, 5-TYPE MORTAR CTYP) t! /-MIN I I" 1 OAi1 INSUL, WATER/ rY +� 12 AIR BARRIER, 1 J"xR--T/IN 3 R-10.5 (�YPl CONC.STAIRS,SEE Z.0 0ND FL-SLAB SLAB �J SHEETS103 2 7/12/2 LEV/ROOF REVS/PATIO - 5 P, g e -• 1 S/30/2 PLUMBING ADDITIONS No T. FIN CLG'— - — - — Drawn By, I I T.O Footin ABD/ DP T.O WDW d ( -I - - - - - - - - - - - - D R.O. EXTEND DINING ROOM 3 " METAL S U INTERIOR TouNDATroNATaD , `° Scare! FOOTING,SEE E.O.R.DOCS RAFTER O.H. AS REQ'D TO I PARTITIONS " TYPE "X" !a .•.a^ AS NOTED ALIGN FASCIA d TRIM W/ ( ( GWB EACH SIDE (TYP) 0 _ SURROUNDING ASSEMBLY Date, N 0 CTYP) i i . . • GAR II �1S INCI ROOM DR M OOM PANTRY KITCHEN � 6/20/22 ro REINFORCED CMU WALLS I ( '-1" x 22�-0" 13 8" x 5'-5�' 13'-8" x 5'-0� 18'-1" x� 21;_0SECTIONFlIename, �W/ 2" XPS INSULATION BOARD GLG. �10 -0" C G. ,al -0 CLG. el -0 CLG. 10 0 c.l. ON THE EXTERIOR d 3 " I I I DE[ENGOS METAL STUDS W/ R-15 BATT I I INSUL ON THE INTERIOR 111 I ► SCALE: NONE Project GWB INTERIOR FIN (TYP) I ( PROPOSEd NEW CONSTRUCTION FOR T11E: Il EL. 33.5 FFF. EL. 33.5 - - — — 4 DEIENgos RESIdENCE ' I • , • T til —II—II-111-11 I II—I /I{�� ` Iti • I�- I I II 1105 CEVAR DRIVE SOUTh l 1 1 I-II-III=11 H" 1 I i71_-_--u Ih]T�JI } ��- - - - MASONRY COVERED PORCH WITH EAST MARION NY o' li'i I I I LIMESTONE PICTURE-FRAME BORDER _ _ _ _r . , Al"D\1 , '"�LG'!.I, ) `aYC'ID r UNFINISHED BASEMENT III-II II- COUNTY of Suffolk GF. EL. 30.0' I m I I CTYP) - il - - - - - - - - - - - - - - - - - - ry - - i - - I!' !Ilr' xRADE GIRDERS, RIDGEBEAMS, ETC._ MIN REQ'D BASEMENT INSUL, GLG. 681-01, F J I L- 98 AVG GRADE it u- _ • s-111-II - - - - - - 0 EL. 298' NYSECC TABLE 402.12: R-19 I u illl 0 _ TO 4' BELOW GRADE. I RIGID INSULATION 2 POLY - - .R F - - II a• t _�IIIII IIII -III I I III � — — �1 — r" PROP R-10.5 CAVITY + R-11b ( ISO FOAM R-5.8/IN x 2"=R-11(o MIN REQ'D S.O.G. INSULATION- ui-l'ylllu I JOISTS,RAFTERS,ETC. Sheet) ( NYSECC TABLE 402.12: i=II''31' I I /- CI CTYP) (TYP) 111 111'1 III°1I II 4" (MIN) POURED CONCRETE -J IICROSS SECTIONS I R-10 t0 4 DEPTH. PROP lil a-rr_ u i I i MIN 1 ill FOAM INSUL, WATER/ �TII'� I 'I " R-11.6 t0 MIN 5 BELOW ICI-uI-II-I _-I�il=lli " I SLAB FLR REINF W/ 10X10 -m=111�n1�1-s - u-ul-I AIR BARRIER, I xR-"f/IN I W.W.M. ON 10 MIL POLY V.B. GRADE (TYP) ol-it Illl I CROSSooSECT*ION i 1 11F-III-III B.O. STEP' 'I Ill A R-10.5 (TYP) II I III � OVER 2" RIGID INSUL OVER iilrl - I Drawing No., llr III - ( roll GRAVEL BED ItYP) -ita Ilrj L — T �iirl�'I, L�IIllrrllli�r — � — — — — BF. EL. 235' ;I,, I I u �I - - _ - - - - - - - II _ II "1.---1-II-u-�1'II-IC-JII--'Irlr I 1'I "ill-I' 1-1LIlr'111 -11-'II-1II` i1=1 - '1- -1'il Ian 'I 'i-� =1 k- -I'I`-IYI•I=I -I I•=I IJ-e'I-11-' a - - - - - -- 'R- 1- •'.• a • LI —µn__.._-n �.I -r -r - .— - — — _ _ - -IIII. .. .° •m— LIeIL • DTI—III ,� _J --—��•q�Iq—=�=11T , ' - 1 H -"• '=. II-III-II-III-III--III--III-III-- -- ill •• _- - I II-IIIII- ,,-II-111-H i I�HII-I�'If-'III=in - -'- `Ili If-i • -° 7.r' 1 CALE• Aoo7 /�- �0 • - •, •• -11 -lo- m�1�7 i II � I - I` I-Ili=l •• — pAzu- q�9�5 AMENDMENT NAILING NOTIES: �G�SPjQ "FASTENING" NG SCHEDULE" UNLESS OTHERWISE NOTED ON THE PLANS. 1 . WOOD CONSTRUCTION, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE "CONVENTIONAL CONSTRUCTION PROVISIONS", 24. SPACING OF BRIDGING FOR FLOOR AND ROOF JOISTS SHALL NOT INTERNATIONAL BUILDING CODE. ALL NAILING SHALL CONFORM TO EXCEED 8' OR 6 TIMES THE NOMINAL JOIST DEPTH (WHICHEVER IS NYS BC TABLE 2304.9.1 "FASTENING SCHEDULE" OF THE GREATER). INTERNATIONAL BUILDING CODE, UNLESS OTHER REQUIREMENTS NOTED ON THE DRAWINGS ARE MORE STRICT. 25. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS AND AT BATHTUBS. 2. PROVIDE 3/4" SELECT STRUCTURAL PLYWOOD FOR THE EXTERIOR WALLS AS A SHEAR WALL NAILED TO THE FLOOR BEAMS AT THE 26. ALL WOOD CONNECTIONS SHALL BE BY "USP STRUCTURAL PERIPHERY WITH LINES OF 1ODx3" AT 4" AND NAILED TO THE CONNECTORS" OR SIMPSON STRING-TIE". ALL JOISTS AND BEAMS WALL STUDS 5 LINES OF 1ODx3" AT 6" AT THE MEDAL FIELD, NOT BEARING ON A SUPPORTING MEMBER SHALL BE FRAMED WITH CONTRACTOR TO PROVIDE DOUBLE STUDS AT THE EDGE OF EACH AN APPROPRIATE WOOD CONNECTOR. PLAY PANELS. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION (APA) AND 27. WOOD JOISTS SHALL BEAR ON THE FULL WIDTH OF SUPPORTING SHALL MET 11 HE REQUIREMENTS OF THE MOST CURRENT APA MEMBERS (STUD WALLS, BEAMS, ETC.), UNLESS NOTED OTHERWISE. PRODUCT STANDARD PS 1 . APPLICATION AND NAILING OF PLYWOOD -a PANEL SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS 28. PROVIDE SOLID BLOCKING BELOW ALL JAMB/TRIMMER/CRIPPLE OF THE AMERICAN PLYWOOD ASSOCIATION UNLESS REQUIREMENTS STUDS (TYPICAL AT ALL FLOORS) NOTED ON THESE CONTRACT DOCUMENTS ARE MORE STRICT. r ? 29. ALL PLATES, SILLS AND SLEEPERS ON 1ST FLOOR, WHICH IS 3.: ALL EDGES MUST BE BLOCKED WITH 4" NOMINAL DIMENSION EXPOSED TO EXTERIOR WEATHER, SHALL BE PRESSURE TREATED LUMBER. WOOD. 4. DECK TO BE t %"X8" CEDAR TO MATCH EXISTING. NAILED AT 30. FOR ALL WOOD TREATED WITH PRESERVATIVES AND OTHER BEAMS, EACH JOIST W\4-#10D NAILS. NAILED WITH (5) LINES OF 1ODx3" ALL CONNECTORS, BOLTS AND FASTENERS MUST BE COATED WITH AT 6" AT THE TYPICAL FLOORS. ON FIELD AND AT 4" O/C ON ONE OF THE FOLLOWING: PERIMETER, CONTRACTOR TO INSTALL BLOCKED WITH 4" NOMINAL A HOT DIPPED GALVANIZED PER ASTM A123 FOR CONNECTORS AND DIMENSION LUMBER AT THE PARAMETER OF FLOOR DECKING. ASTM 153 FOR FASTENERS. B MECHANICALLY GALVANIZED PER ASTM 695, CLASS 55 OR 5. BOUNDARY NAILS: DECK TO BE NAILED WITH 1ODx3" AT 4" O.C. GREATER. FOR ALL FLOORS. C TRIPLE ZINC G185 HDG PER ASTM A653 OR EQUAL.UNLESS OTHERWISE 6. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHES DETAILED, GLU-LAM OR LVL CONNECTIONS SHALL BE SIZED AND INFORMATION FOR THE INTERIOR PARTITION WALLS. SUPPLIED BY GLU-LAM SUPPLIER FOR MAXIMUM REACTIONS. ALL PARTITION WALLS SHEETING SHALL BE 5/8" GYPSUM BOARD 7. PLYWOOD WALL PANELS SHALL BE ORIENTED WITH FACE GRAIN EACH FACE, NAILED TO WOOD STUD FRAMING WITH 8D WALL PERPENDICULAR TO SUPPORT STUD. BOARD NAILS @ 6" O.C. FOR THE EDGE AND 12" O.C. FOR THE FIELD. 8. FLOORS AND ROOF DECKING PANELS SHALL BE ORIENTED WITH SEE ARCHITECTURAL FOR MORE DETAILS FACE GRAIN PERPENDICULAR TO SUPPORT JOISTS. 31 . CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH STRUCTURAL 9. ALL EXTERIOR WOOD CONSTRUCTION AT DECK, ROOF OR POOL CALCULATIONS FOR THE FRAMING BEAMS AND POSTS CONNECTIONS SUPPORTS SHALL BE PRESSURE TREATED LUMBER, DOUGLAS FIR INCLUDING ALL OVER ROOF FRAMING, CONNECTIONS AND HANGERS SELECT STRUCTURAL OR EQUAL OR BETTER. SILLS SHALL BE ANCHORED TO WOOD BEAMS OR PILES WITH Y2" MIN. GALVANIZED THROUGH BOLTS SPACED 32" O.C. MAXIMUM. THERE SHALL BE A WOOD NOTES MINIMUM OF THREE BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 8" OF EACH END OF EACH PIECE. THERE SHALL BE NO SILL SPLICE UNDER ANY POST OR MULLION. 1 . LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AS PUBLISHED BY 10. POSTS AND BEAMS CONSTRUCTED OF MULTIPLE LUMBER MEMBERS THE AMERICAN FOREST & PAPER ASSOCIATION ASSOCIATION. UNLESS CONSULTANTS: SHALL BE FASTENED TOGETHER ACCORDING TO MANUFACTURER'S OTHERWISE NOTED. RECOMMENDATIONS. MJ ENGINEERING & DESIGN 2. ALL LUMBER TO BE DOUGLAS FIR SELECT STRUCTURAL OR BETTER, 11 . ALL JOISTS, BEAMS AND GIRDERS SHALL HAVE FULL HORIZONTAL CAPABLE OF DEVELOPING THE FOLLOWING MINIMUM BEARING OF THE MEMBER OVER SUPPORT UNLESS OTHERWISE ALLOWABLE STRESSES: I SHOWN. DO NOT OVER CUT. Fb=1500 PSI, Fv= 180 ' 15 Mi rm4hLl E=1 ,900,000 PSI, Cd=1 .00 i _ � '� ��;�I 12. PLYWOOD USED ON EXTERIOR BUILDING AND FORMS SHALL BE Fc= 1900 psi ENGINEERING & DESIGN EXTERIOR GRADE. 3. STRUCTURAL GLUED LAMINATED TIMBER SHALL BE DOUGLAS FIR-LARCH 3 Battista CT Sayreville, NJ 08872 13. USE GALVANIZED ANCHORS\CONNECTORS, USE NON-CORROSIVE, GRADE CAPABLE OF DEVELOPING Phone : (201) 365-8065 NON-STAINING ROUGH HARDWARE FOR EXTERIOR APPLICATIONS. ALLOWABLE STRESSES: www.mjengineering.org Fb=2400 PSI, Fv= 190 myoussef@mjengineering.org 14. ALL BEAMS AND JOIST NOT BEARING ON SUPPORTING MEMBERS E=1 ,600,000 PSI, Cd=1 .00 SHALL BE CONNECTED WITH "USP STRUCTURAL CONNECTORS" OR 4. THE CONTRACTOR SHALL USE H TYPE SEISMIC AND HURRICANE TIES EQUIVALENT "SIMPSON" HANGERS. FOR ALL ROOF RAFTERS, PLATES, AND STUDS. USE H TYPE BY 15. ALL LAG SCREWS SHALL BE PRE-DRILLED AS REQUIRED BY SIMPSON. 01 02-19-2024 REV 01 PROVISIONS OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE PLAN. NO. DATE REVISION BY CONSTRUCTION (2005), PART 9. DESIGNER: M.Y. DRAWN BY: F.I. 16. ALL BEARING STUD WALLS AND SHEAR WALLS SHALL HAVE A CONTINUOUS DOUBLE TOP PLATE LAP SPLICE TOP PLATES MINIMUM CHECKED . 4'-0". FASTEN TOGETHER WITH MINIMUM (2) ROWS OF 10D NAILS MJE&D NO.: SCALE: DATE: : MY. AT 4" O.C. STAGGERED AT LAP SPLICE. FASTEN REMAINING TOP M-168 AS NOTED OS-1 1 -2022 PLATES TOGETHER WITH MINIMUM (2) ROWS OF 10D NAILS AT 4" O.C., STAGGE=RED. PROJECT: 17. BOLT HOLES SHALL BE MAXIMUM 1/16" LARGER THAN BOLT HOLE 1105 CEDAR DRIVE SOUTH DIAMETER. BOLTS SHALL NOT BE FORCIBLY DRIVEN. BOLT HEADS AND NUTS SHALL NOT BE COUNTERSUNK WITHOUT PRIOR EAST MARION, NY APPROVAL OF THE STRUCTURAL ENGINEER. 18. TENSION ALL BOLTS 1/ TURN BEYOND SNUG-TIGHT. SPOIL COUNTY OF SUFFOLK THREADS TO PREVENT BACK OFF OF NUT AFTER INSTALLATION. 19. PROVIDE 5/32" DIAMETER LEAD HOLES THROUGH FIRST LAMINATION DRAWING TITLE: FOR ALL NAILS LARGER THAN 16D. 20. PROVIDE HURRICANE HOLDDOWN ANCHORS AT EACH ROOF JOIST NAILING NOTE AND BEAM. 21 . LIVE LOAD INSIDE UNITS=40 PSF / EGRESS AND CORRIDORS= 10OPSF ALL MEMBER SIZES GIVEN ON PLAN ARE DRAWING NO.: NOMINAL DIMENSIONS. Hof NE'W N �oI Yocu&. 0,A� S-70.00 22. WOOD LINTELS SHALL HAVE A FULL 3 LENGTH OF BEARING AT CO EACH END UNLESS OTHERWISE NOTED. a PROJECT NO.: 23. ALL NAILING SHALL CONFORM TO NYS BC TABLE 2304.9.1 ss�o�P�" i I I I I I I 2- 1 / X14 LVL -- --- - -- - -- 3-2X6 ® P 1 G - - --- - - - - -�- - - - - - - - - - \- - - - - - - - 3- 12 J14 GA+2-6T 14 GA H1 CD 2X 12 \ ,' 2X 12 @16" O.C. ` ,� ' @161' 0. _ _ _ _ _ _ _ _ - - - \ _ _ _ _�I _ _ _ �_ _ _ _ _ _ _ _ __ _ _ _ _ _ _F P1 ' C) P1 -4--E -- - _ _ _ _ _ , _ _ _ _ _ _ - - _ - - _ _ _ _ _ _ _ _ - I-- - - - - - - - -I - - -�- - - - - I- -- \ I @� � / \ N � X U N , o -- - - - - - - - - - - - - - L-- - - - - - - - x - - - - - - - - - I - - - - I- -- cfl o ' I , r 2X 12@ 16" O.C. ' 2X 12@ 16" O.C. I I I CONSULTANTS: N I I o I MJ ENGINEERING & DESIGN P CD -60 MitmD !II V ENGINEERING & DESIGN 3 Battista CT Sayreville, NJ 08872 Phone : (201) 365-8065 WWW.mjengineering.org m oussef m'en ineerin .or _�- Y @ J 9 9 9 � -- - _ _ _ - _ --I-- _ _ _ =�-- _ _ _ _ _I _ --�- - _ _ _ I_ -- ' 2X6 Pq coo COOL ',R TIE 1 @4' 0 O.C. I� / / \ I 01 02-19-2024 REV 01 N0. DATE REVISION BY DESIGNER: M.Y. 2X 12 2X 12 ,N @16" O.C. DRAWN BY: F.I. @16" O.C. CHECKED BY: MY. MJE&D NO.: SCALE: DATE: /2X 12 ' \ 2X 12 \ \ I I /- 12 ' ` 2X 12 \ I M-168 AS NOTED 05-1 1 -2022 @16" O.C,,� \` \�16" O.C. \ 'r @16" O.C! ' o \ \@16" O.C. ' I I PROJECT: 1105 CEDAR DRIVE SOUTH I N EAST MARION , NY I / N _ x g - - - - - - - --I - - -�= - - - - - - - - - - - - - - - - - - - - -N - - - - =� - - - - - - - -- COUNTY OF SUFFOLK x I o � I DRAWING TITLE: I I I ' I I ATTIC FLOOR FRAMING A - _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I 19'-0" 19'-0" 5'-2" I 9'-9,y2» DRAWING NO.: 5'-2" of � ' NE 19'-0 Y,� P��.(YOUs0iA'�` S-103.00 a 7 6 5 4 3 2 1 � � � PROJECT NO.: (--1 � ROOF„ FRAMING PLAN SS��P�� SJ Q3 SCALE 1/4 =1 -0