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Home My WebLink About48415-Z �t TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48415 Date: 10/18/2022 Permission is hereby granted to: Sadik Halit Le ac Trust ��.. ..�� (...............��.��................ ......... 103-19 68th Rd ____..... ------------ Forest --- --__Forest Hills, NY 11375 To: Construct additions and alterations to an existing single family dwelling as applied for per Trustees permit#10001A, ZBA approval #7665 and SCHD approval R-21-3227. At premises located at: 2200 Sound Dr Greenport __._..�.. ,�..._. _.................. __._ SCTM # 473889 Sec/Block/Lot# 33.-1-16 Pursuant to application dated 9/2/2022 and approved by the Building Inspector. To expire on 4/18/2024.m Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,682.80 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,732.80 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT M �.w r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11 P ) ) littp ://ww � �, Telephone 631 765-1802 Fax 631 765-9502 , et �ld;�. wnn ov SEP . a Date Received APPLICATION FOR BUILDING PERMIT .. rm.4 For Office Use Only q i. -, � " PERMIT NO. I U 15 Building Inspector. 1 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an 'MWN Or, Owner's Authorization form(Page 2)shall be completed. • n, .• Date: ZZZ 7. OWNER(S)OF PROPERTY: Name: Halit Sadik Legacy Trust SCTM#1000-033.00-01.00-016.000 Project Address:2200 Sound Drive, Greenport, New York 11944 Phone#:Lou Sadik - 917-951-3965 Email:Isadik@aol.com Mailing Address:P.O. Box 216 Forset Hills, NY 11375 CONTACT PERSON: Name: Robert Conway R.A. - Bello Architects j Mailing Address:6334 Northern Blvd. East Norwich New York 11732 Phone#:631-229-3482 Email: Rob@Joebelloarchitects.com DESIGN PROFESSIONAL INFORMATION: Name:Joseph Bello R.A. Mailing Address:6334 Northern Blvd. East Norwich New York 11732 Phone#:516-308-4646 Email:info@Joebelloarchitects.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION° ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 042 06 Will the lot be re-graded? ❑Yes @@No Will excess fill be removed from premises? ❑Yes 8'No 1 i PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes N No IF YES, PROVIDE A COPY. W' Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided b gn P P �g P y Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Robert Cownway R.A. I�Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF NkSSAA. ) 1 f- 6 r4- <f-,o^toc4v being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Architect & Authorized agent of owner (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 E' Pu I" 20 Notary PuAtli& LUCCHI-CIOFALO NOTARY PUBLIC-STATE OF NEW YORK No.01LU6344683 PROPERTY OWNER AUTHORIZATION Qualified in Nassau County (Where the applicant is not the Owner) My Commission Expires 07-11-2024 Luan Sadik, Halit Sadik Legacy Trust residing at R a o I, C-Il` a O �4 do hereby authorize Robert Conway R.A. - Bello Architects to apply on my behalf to the n oath Bu' in epartment for approval as described herein. n Owner"s-56gnature Date �vv-\, !� o, d Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project 2200 Sound Dr. Greenport NY Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 180 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2200 Sound Drive Luan Sadik Robert Conway Greenport, New York 11944 2200 Sound Drive Bello Architects Greenport, New York 11944 6334 917-951-3965 Northern Blvd Isadik@aol.com East Norwich, NEW YORK 11732 516-308-4646 Rob@joebelloarchitects.com 111:1111 010 1! MEN Compliance: 1.2%Better Than Code Maximum UA: 737 Your UA: 728 Maximum SHGC: 0.40 Your SHGC: 0.19 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. ECIVelo e 1 5 embNie Roof: Steel joist/Rafter, 161n. o.c. 2,548 35.0 0.0 0.053 0.026 135 66 1st Floor-Front Wall:Wood Frame, 16" D.C. 633 15.0 0.0 0.077 0.060 41 32 Orientation: Front Door: Glass Door(over 50% glazing) SHGC: 0.20 57 0.280 0.320 16 18 Orientation: Front Window: Metal Frame w/Thermal Break SHGC: 0.16 45 0.320 0.320 14 14 Orientation: Front 2nd Floor-Front Wall:Wood Frame, 16" D.C. 780 29.0 0.0 0.049 0.060 29 36 Orientation: Front Window 1: Metal Frame w/Thermal Break SHGC: 0.16 186 0.320 0.320 60 60 Orientation: Front 1st Floor-Right Wall: Wood Frame, 16" o.c. 376 15.0 0.0 0.077 0.060 28 22 Orientation: Right side Window 2: Metal Frame w/Thermal Break SHGC: 0.16 13 0.320 0.320 4 4 Orientation: Right side Project Title: 2200 Sound Dr. Greenport NY Report date: 11/04/21 Data filename: Page 1 of 10 2nd Floor-Right Wall: Wood Frame, 16" o.c. 261 Orientation: Right side 472 29.0 0.0 0.049 0.060 21 Window 3: Metal Frame w/Thermal Break SHGC: 0.16 46 0.320 0.320 15 15 Orientation: Right side 1st Floor-Rear Wall: Wood Frame, 16" o.c. 640 15.0 0.0 0.077 0.060 26 20 Orientation: Back Door 1: Glass Door(over 50%glazing) SHGC: 0.20 273 0.280 0.320 76 87 Orientation: Back Window 5: Metal Frame w/Thermal Break SHGC: 0.16 28 0.320 0.320 9 9 Orientation: Back 2nd Floor-Rear Wall: Wood Frame, 16" o.c. 795 29.0 0.0 0.049 0.060 21 26 Orientation: Unspecified Door 2: Glass Door(over 50%glazing) SHGC: 0.20 364 0.280 0.320 102 116 Orientation: Unspecified 1st Floor-Left Wall: Wood Frame, 16" o.c. 334 15.0 0.0 0.077 0.060 26 20 Orientation: Left side 2nd Floor-Left Wall: Wood Frame, 16"o.c. 462 29.0 0.0 0.049 0.060 21 25 Orientation: Left side Window 4: Metal Frame w/Thermal Break SHGC: 0.16 40 0.320 0.320 13 13 Orientation: Left side Floor: All-Wood Joist/Truss 2,721 38.0 0.0 0.026 0.047 71 128 Compliance Statement: The proposed building design described here is consistent with the building plans„specifications, and other calculations submitted with the permit application.The proposed building has been designed to r'neet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato y requirements listed in the REScheck Inspection Checklist. larn!e- itle attire Dat4 Project Title: 2200 Sound Dr. Greenport NY Report date: 11/04/21 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist s Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. IFor each requirement, the user certifies that a code requirement will be met and hew 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. Sec'tlon �jPlans Verified Field Verified # Pre-Inspection/Plan Reviewlue Value Complies. Comments/Assumptions 103.1, Construction drawings .._d...... �� ORequirement p q Com lies Re will be met. 103. documentation demonstrate & e 1, ❑Does Not [PR1)1 energy code compliance for the ❑Not Observable U, building envelope.Thermal envelope represented on ❑Not Applicable construction documents. _..._. _ ...rvrv.._�... .. w _ u _ _...... 103.1, Construction drawings and [ Complies Requirement will be met, 103.2, documentation demonstrate E'Does Not 403.7 energy code compliance for []Not Observable [PR311 lighting and mechanical systems, []Not Applicable Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. Provision_s^. � _,_., .. mmemmITtIT .❑Com lies Requirement will be m302.1, Heating and cooling equipment is Heating; Heating: 403. sized per o Manual S based Btu/hr Btu/hr ❑Does Not [PR2)2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable y, Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: _ 1 High Impact _ ". �--� (Tier 1) 2 M � � edummp iImpact(Tier 2) 3 Low Impact(Tier 3) � Project Title: 2200 Sound Dr. Greenport NY Report date: 11/04/21 Data filename: Page 3 of10 Sec�tiolau mF,t� Foundation Inspection _ Complies? ens/ Su _p t e 303.21 A protective overngisstaled to ❑ oPlieRequirement will be met, [FO11)2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403,8 ;Snow-and ice-melting stem s controls � _ ....�._.. y ontrols ❑Complies Exception: Requirement is not applicable. IF01212 installed. ❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 HighImpact(Tier 1) 2edium Impact(Tier 2) 3 Low Impact(Tier 3) __I: ..c Project Title: 2200 Sound Dr. Greenport NY Report date: 11/04/21 Data filename: Page 4 of 10 Complies. nts/ASSum t ons Section _In inspection Value V Comme # Framing / RoughP Value Venf�ed � Plans Ver�fie d Field See the Envelope Assemblies 402.1-1, Glazing Glazing U-factor (area-weighted U- 0Complies °�. .�. --�-,r U- ;table for values. Does Not 402.3.1, average). ;[]Not Observable 402.3.31 []Not Applicable 402.5 [FR231 _.� -m' W Requirement will be met. _ ._..., •_ Complies To_3 U-factors of fenestration p []Does Not [FR4]1 are determined in accordance ONot Observable with the NFRC test procedure or ❑Not Applicable -• taken from the default table. — ° - � Re uirement will be met. [FComplies q 402.4.1.1 Air barrier and thermal barrier ❑Does Not [FR23]1 installed per manufacturer's []Not Observable instructions. �NCootnApplicable Complies Requirement will be met. ❑Does Not 402.4.3 ,Fenestration that is not site built [FR20]1 1 is listed and labeled as meeting []Not Observable r NFR AAMA/WDMA/CSA 101/1.5 0 []Not Applicable or has infiltration rates per NFRC , 400 that do not exceed code ° °° "" ent is Exception: Requirem 5 " IC-rated . .-.__.�.. �' m. ..� Complies 402.4, limits, recessed lighting fixtures ❑Does Not �not applicable. [FR16]2 sealed at housing/interior finish []Not Observable and labeled to indicate <_2.0 cfm ❑Not Applicable leakage at 75 Pa, _ - � opt Exception inside Ducts located P Y Ide the and return ducts in attics ❑Does Not I 403.3.1 )Supply. building envelope. [FR12]1 'insulated >= R-8 where duct is []Not Observable >_ 3 inches in diameter and >= and []Not Applicable � R-6 where < 3 Inches. Supply return ducts in other portions of ' insulated >= R-6 for ,for building ter> es finches and R-4.2 diameter>- 3 ...�••��- �' In dlameter,� � _- Exception: Requirement is a..� a- �.� C'omplies .. not applicable. 403.3.2 ,Ducts, air handlers and filter []Does Not [FR13]1 boxes are sealed with ONot Observable Joints/seams compliant with ❑Not Applicable ° International Mechanical Code or International Residential Code, as � "applicable. lies Requirement will be met. „µµ,.w_ "� 1�Comp 3.3.5 Building cavities are not used as ❑Does Not [ R15]3 ducts or plenums. []Not Observable ❑Not Applicable •• - � ;Exception: Requirement is m . ..- []Complies _ �...�.�..-�•••�--~-�""� not applicable. 403.3.7 Ducts declared to be within the []Does Not [FR28]3 conditioned space are either 1) []Not Observable completely w thixa the continuous ❑Not Applicable air barrier and within the building thermal envelope,2) burled within ceiling Insutation Iii accordance with Section P403:3.6 and the air handler Is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of condlttoned floor area served by the duct system, or 3)the ceiling Insulation R-value Installed against and above the Insulated duct >=to the proposed ceiling ; insulation R-value, less the R value of the insulation on the W. 2 M d Imp�aY 1 Hrgh ImP(Tier 1) ct(Tier 2) 3 Low Impact(Tier 3) • Report date: 11/04/21 Project Title: 2200 Sound Dr. Greenport NY Page 5 of 10 Data filename: b . A s Plans�V.;rifled �fle,.d M eld Verlfr .C_..r pl-i es aue Oa mm nts/Ass._d.,m...p_t i n�s Sectlorn Vl u3� Framing Rough ment will be met. Compples Require 1e R- - �ODoes Not 403A HVAC piping conveying fluid I,FR171� above 105 OF or chilled fIulds !ONot Observable below 55 OF are insulated to?--R- ]Not Applicable .. - m a.� ,..._. 3. lies Requirement will be met. , Comp 403.4.1 Protection of insulation on HVAC []Does Not [FR24]1 piping. oNot Observable 10Not Applicable Requirement will be met. 40( �,Hot water pipes are insulate R GCompl�es ted to R- IC]Does Not [FRI ] >_R-3. �ONot Observable ]1NOt Applicable _ - ° 9Cwn hes Requirement will be met. ..w P N 40 Automatic or gravity dampers are ODoes Not IFR1912 installed on all outdoor air []Not Observable intakes and exhausts. [—]Not Applicable Additional Comments/Assumptions: _ .. 3�,o p ct(Tier3) 1 Hig�� #` 1� Impac"t�(Tier 1) 2 Medium iti�pac�(Tier Report date: 11/04/21 Project Title: 2200 Sound Dr. Greenport NY Page 6 of10 Data filename: Section Plans Verified Field Verified # Insulation Inspection Value Value J-C- omplies? Comments/Assumptions & Req.I D 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 'or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not applicable 402.1.1 µ Floor insulation WWR-value. R... _ .............._.... R ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable _---- ..... . 303.2, Floor ❑Como loor insulation installed per Requirement will be met. 402.2.8 'manufacturer's instructions and ❑Does Not [IN2]1 Jn substantial contact with the ❑Not Observable y underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable :contact with the top side of ,sheathing, or continuous ,insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing members. .................... 402.1.1, _.-. ..._. .w . ..._ ._.... _ ........ Wall insulation R-value. If this Is a R- R- '❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood '❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable �._ 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1]HIgh Impact (Tier 1) 2 Medium Impact (Tier 2) 31Low Impact (Tier 3) Project Title: 2200 Sound Dr. Greenport NY Report date: 11/04/21 Data filename: Page 7 of10 Section Plans Verified i Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 402.1.1, Ceiling insulation R valu_�— e. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 ❑Not Applicable [FI1]1 � .._ 303.1.1.1, .. °.�...... ........ . — Ceiling insulation installed per []Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ftz. ❑Not Applicable 402.2.3_._. ._..__.m ... �,.,��w..._.w ....�� ,�. __........m... .........._ ._._.. Vented attics with air permeable ❑Complies ,Exception: Requirement is [F122]2 insulation include baffle adjacent ❑Does Not :not applicable. to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable _ IT 402.2.44 insulation cc value o ❑DoNot ss and r R- —u R- � —❑ mpRequirement will be met. adjacent assembly. ❑Not Observable ❑Not Applicable —._.�, _ ..._.� ....... � 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 — ;❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable ❑Not Applicable _... _......._ _.. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception: All ducts and air [FI27]1 'determine air leakage with ftz ftz ❑Does Not handlers are located within either: Rough-In test:Total ❑Not Observable 'conditioned space. leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air 'k handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception: All ducts and air [FI4]1 cfrn/100 ftacross the system or ftz ftz ❑Does Not handlers are located within <=3 cfrn/100 ft2 without airconditioned space. handler @ 25 Pa.For rough-in ❑Not Observable °tests, verification may need to �❑Not Applicable 403.3.2.1 'Air handler leakage 9 Inspection. occur during Framing g designated ❑Complies Exception: Requirement is [FI24]1 by manufacturer at <=2% of ❑Does Not not applicable. design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI 9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met, [FI10]2 :on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ,❑Complies Exception: Requirement is [FI 11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 2200 Sound Dr. Greenport NY Report date: 11/04/21 Data filename: Page 8 of10 Section Plans Verified Field Verified Complies? Comments/Assumptions # p Provisions Value Value Requirement will be met DComplies & e IU All mechanical vent Finallns ection -- "' ventilation system " 403.6.1 'DDoes Not • [F125]2 fans not part of tested and listed []Not Observable HVAC equipment meet efficacy ❑Not Applicable and air flow limits per Table 'R403.6.1. - � "a° •m, w []Complies Requirement will be met. 403.2 Not water boilers supplying heat []Does Not [F12612 through one-or two-pipe heating ❑Not Observable sy'sterns have outdoor setback ❑Not Applicable control to lower boiler water ternperature based on outdoor temperature. r_ - _• []Complies Exception: Requirement is ter circulation systems not applicable. 403.5.1.1 M 4eated wa : []Does Not corculation pump.the '(F12812 have a is a dedicated []Not Observable system return pipe ❑Not Applicable return pipe or a cold water supply' pipe.Gravity and thermos- syphon circulation systems are not present.Controls for circulating hot water system signal pumps start the pump g for hot wager demand within the occupancy.Controls automatically turn off the pump is at set-point temperature loop Requirement no demand for leo •'.-..�.,��.—_;Hent is when water is lrw circulation _,,..:._wa_ Exception: t waterexwst.. . ", ,,.� .. _„ DComplies p _. -- nota placable„ 403.5.1.2 Electric heat trace systems []Does Not [F12912 comply with IEEE515.1 or UL []Not Observable 515,Controls automatically []Not Applicable adjust the energy input to the heat tracing to maintain the �desired w••�at-~er•°�temperature in the piping. m ��•-[]Complies Exception:tion: Requirement Is .403.5.2 v Demand recirculation water ❑Does Not ;not applicable. [F13012 systems have controls that []Not Observable manage operation of the pump ❑Not Applicable and limit the temperature of the water entering the cold waterm <= 1049F" �_ .. _ piping tom ,[]Complies Excepti�anr Requirement is 403.5.4 Drain water heat recovery ur�its� []Does Not not applicable• LF131]2 tested in accordance with CSA []Not Observable 1355.1.Potable water-side ❑Not Applicable pressure kiss of drain water heat recovery units c 3 psi for individual units connected to one Ole two showers.Potable water- side pressure loss of draln water heat recovery units c 2 psi for � ... �. .•�.� .. individual units connected to three or more showers.—..--- -W --- � " � s � ;Requirement will be met. _��_„�. .ro '[]Complies 404 1� 90% or more of permanent DDoes Not [F1611 fixtures have high efficacy lamps. []Not Observable DNot Applicable �_. .. ._ []complies Requirement will be met. .,..... " ..w, 404.1.1 Fuel gas lighting systems have DDoes Not [F12313 no continuous pilot light. DNot Observable DNot Applicable _ •• - _._ .� -"••"- Requirement will be met. � �°• °°��-�'- �DComplies 401.3 tlWm Compliance certificate posted. []Does Not [F17]2 []Not Observable 'DNot Applicable _ ... 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3" Low impact (Tier 3) 04121 Report date: 11/04/21 Project Title: 2200 Sound Dr, Greenport NY Page 9 of 1O Data filename: Complies? ss umptlo�ns Section Plans Verified Field Verified a omm�nts� Final inspection provisions Value Value Requirement will be met. _. .meth ncomplies � " ; Does Not 1 Manufacturer manuals for lmechanical and water heating ,nNot Observable systems have been provided. ;.[]Not Applicable Additional Comments/Assumptions: . .. 1 High Impact(bier 1) El dium Impact: (Tier 2) Low Impact(Tier y . � i9 Report date: 11/04/21 Project Title: 2200 Sound Dr. Greenport NY Page 10 Of 10 Data filename: I ON/" Effidency Certificate • e Above-Grade Wall 29.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 35.00 Ductwork (unconditioned spaces): M=;!'I1M=Emig=: Window 0.32 0.16 Door 0.28 0.20 Heating System: Cooling System: Water Heater: Name: Date: Comments t BOARD MEMBERS ' Southold Town Hall Leslie Kanes Weisman,Chairperson � � � 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora �t '�' Office 1,ocat�lon: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. a 54375 Main Road (at Youngs Avenue) Nicholas w 'o �� a Southold,NY 11971 7 . l� . ECEIVED http://southoldtownny.gov a( 2022 ZONING BOARD OF APPEALS AAAUG 3 2022TOWN OF SOUTHOLDi � �G D µms' Tel.(631) 765-1809 • Fax(631) 765-9064 t �� Clerk TO laI FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 18, 2022 ZBA FILE: # 7665 NAME OF APPLICANT: Luan Sadik; Halit Sadik Legacy Trust PROPERTY LOCATION: 2200 Sound Drive, (Adj. to Long Island Sound) Greenport,NY. SCTM# 1000-33-1-16. SEC ,CSI l C I1NIATI(' ,; The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SL,ll FOI R C�Nq` '' ADMFNI`�-KA- IVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 25, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact,. LWRP 1..I lm RMII&I1 rhT1! N: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 1, 2022. Based upon the inl`orniation provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT'from Coastal Consistency Review. All other improvements are minor. PROPERTY F, CTS/DESt:R P"I"IQ .', The parcel is a non-conforming .77 acre waterfront parcel located in an R- 40 Zoning District. The parcel runs 110.00 feet of bluff frontage along Long Island Sound, runs 100.00 feet along Sound Drive, 322.80 feet on the West side and 314.81 feet on the East side. The parcel is improved with an existing one-story frame building, an existing in-ground pool, and an (3) existing wood decks on the bluff with stairs going down the bluff. All is shown on a survey (Sanitary Plan) by Michael J Rant, LPE, last revised March 22, 2022. IASIS OF APP.LLQ ; Request for Variance from Sections 280-116A(1) and the Building Inspector's March 3,2022 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required 100 feet from the top of the bluff; located at 2200 Sound Drive (Adj. to Long Island Sound) Greenport,NY. SCTM# 1000-33-1-16. RELIEF REQUESTED: The applicant requests a variance to make a second story addition to an existing single- family dwelling that is 57.5 feet from the top of the bluff where town code requires structures to be set back a minimum of 100 feet from the top of the bluff. Page 2, August 18,2022 #7665, Sadik SCTM No. 1000-33-1-16 ADD 'I lONAl ,tNE(&MA`flOM The applicant received an Administrative Permit from the Board of Town Trustees to construct the second floor addition on October 20, 2021. A prior variance dated May 2, 1986,#3507 was granted to the property owner for variances to construct a swimming pool with deck and fence enclosure located less than the 100 feet from the top of the bluff. FINDINQE "I (;S -EACT/ KEASONS F(.')R..RQA[U- SOC The Zoning Board of Appeals held a public hearing on this application on August 4, 2022 at which tin"IC Written and oral evidence were presented, Based Upon all testimony, docurneritaLion, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds tile following facts to be true and relevant and makes the following findings: l. Town Law 267-b(A)fh.!L1)- 0-ant a:)fthc variance will not prothtce an undesirable change in the character ofthe The neighborhood is a waterfront neighborhood that consists of neighborhood or a detrinlCilt to nearbyproperties, single-family hornes. Adding as second story oil top of an existing residence with, I, tion-conforniing bluff setback will not haveany change to the character of the neighborhood since there are as alix of'single and two story dwellings.- in the neighborhood and there are large side yards that are well vegetated on the subject property to prevent adverse impacts on adjacent neighbors. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing residence has as Tion-conforming bluff,;etf,,iack. Any additions and alterations will require the belief it of all area variance. 3. Town [,avv, '267-1) 31(hVIV 'File variance granted herein is mathematically substantial,representing 42.5% relief from the code. I lowever, the non-conforming bluff setback exists for the first floor of the dwelling and the applicant is not proposing to build any closer to that bluff setback. Further, the existing swimming pool was approved by the ZBA in 1986 with a top of bluff setback of d 36.9 feet. 4. Town Law No evidence has been submitted to suggest that a variance in this residential coillillunity will have an adverse itilpact on the physical or environmental conditions in the neighborhood. The applicant must coil'i Illy with Chapter 236 of the Tovvn's Storm Water Management Code. 5. Town 1,Lov "2()7-_bLS biff-J. The diffictdty has not been self-created- The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limit,itions, on the use of the parcel kinder the Zoning Code in effect prior to or at the time of ptirchase. 6. Town Grant of the requested relief is the InillifnUm action necessary and adeqLiate to enable the applicant to enjoy the benefit of' a second story addition while preserving and protecting the character of the neighborhood and the health, safety and welfare ofthe corninkinity, 1eESQ t-LFF—IQN-QjLRLE,.jig LX_R.D: In considering all of the.above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Menlber Acarnpora, and duty carried, to GRANT the variance as applied for, and shown on the Architectural plans prepared by Joseph M. Bello, Architect, labeled A-I to A-8, S-1 to S-4, E-1 to E-3 and M-1, and last revised March 3, 2022. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3, August 18,2022 #7665, Sadik SCTM No. 1000-33-1-16 ring deviation from the survey, site phvi(1nd)'0-architectural drawings cited in this decision will result in i-lelaYs andlor a possible denial by the Building Dtqiorfinent of a building pe unit, and maY require a new ejj,,)plica60n and public hearing before the Zoning Board of Appeals. ,4nY deviationfirom the variance(s) granted herein as ,shown on the archifeclural ch,clivings, site Pkin and1br surve)" cited above, such as alterations, extensions, or detnolitiorts, are not authorized under this application s0pen involving noncon/bi-milies tinder the zoning code, This action does not authorize use, setbock or other,feature of the subiecl,pr operiy that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME J,IMITq ON THIS A PPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLAANCE WITHT1,11K CODE RE,QUI ED TIME FRAN4F DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) .... ........ ( 1T."'s'71ie-Ka-nes Weisman,Chairperson Approved for filing 7/ 2022 Building D e artm nt ApIllLeation. AUTHORIZATION (Where the Applicant is not the Owner) I, L Noy, (l�C�1 k— residing at �A o`7 S P q v`(� ��L/�-- (Print property owner's name) (Mailing Address) do hereby authorize Robert Conway R.A. -Bello Architects (Agent) to apply on my behalf to the Southold Building Department. (Owner's Si (Date) LV1(,$,V\ L 1 (Print Owner's Name) Sworn before me this � NN&Y)�i 2o2S a of Notary Public a db KATHERINE BERMUDEZ I. t Notary Public-State of Florida Commission N GG 206172 , .`'" V My Comm.Expires Apr 11,2022 Telephone 631 765-1802 Town Hall Annex �� 0* �O" �� P � ) " "' Fax 631 765-9502 54375 Main Road �� ) P. O. Box 1179 u� Southold, NY 11971-0959 � N, a BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRICTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2/2/2022 Owner: Luan Sadik, Halit Sadik Le ac Trust Location of Property: 2200 Sound Drive, Green o�NY 11944 Please take notice that the (check applicable line): New commercial or residential structure X 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): X Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) g -- Si nature: ._ NameRobert Conway- Architect (perp " submitting this form): - Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 Town Hall Annex Glenn Goldsmith,President 54375 Route 25 A. Nicholas Krupski,Vice President ��y �� f ��n P.O. Box 1179 John M.Bredemeyer III r, , `d; "a Southold,New York 11971 d% /�� ;'�� Michael J.Domino Telephone(631) 765-1892 Greg WilliamsFax(631) 765-6641 ', � 4� rw� : 'cc BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10001A Date of Receipt of Application: September 24, 2021 Applicant: Halit Sadik Legacy Trust SCTM#: 1000-33-1-16 Project Location: 2200 Sound Drive, Greenport Date of Resolutionllssuance: October 20, 2021 Date of Expiration: October 20, 2023 Reviewed by: John M. Bredemeyer, III, Trustee Project Description: Construct a 2,575sq.ft. second floor addition entirely above existing first floor footprint, consisting of four(4) bedrooms-, fireplace, five (5) baths, laundry, storage; and a 544sq.fk. rear terrace with spiral stair; and to construct a first floor 42sq.ft, entry from existing porch with stairs. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Joseph M. Bello, RA last dated September 21, 2021, and stamped approved on October 20, 2021. Special Conditions: Installation of an Innovative Alternative Wastewater Treatment System. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency, ,,4L , e", Glenn Goldsmith, President Board of Trustees IM eo�o-!pfl 4,2021 P.ra�Md T40 LOW ISLAND SOUNI) of-sTw7MMY From To C1�a1b1 a,Sal mNs.wMroP 'aM Suhrtov &6'Sli tY SaM rfiM Ormrol(SN) &0• 8A•SBY Sona with G-1(SM) ♦J��' 1\ 73 Woo*E. 1'10.00 s.a' 10.0'ml. soM ran oea wt(sw) lo.D' 1z.D'Mh,.e lana wMl Hav®I(SM/SP) ...,� 25,,,,„; EL a32 Shoreline WW+W61er 1 EL 4.83 12.0' 17.0•xhM SaM wim S-0(SN/SM) 4- `w' e* I s 17.0'''..221W MNM SaM wRh G-d(SW/SM) 7.45 8.75 23.0' 270 M'uM 5aM MMI Growl(eRg .. G.r• to 27.0• 32.0' MMma SoM with Gravel(SM/SW) m 32.a' 37.0•LNxM s Ad wa Gravel(SW) t6Ai'li/li FOOL DUAL "t V. 19.4' Ena nr emd�:a7'&.iow cmam - Nn w �M Wood Deck. saw awxr4 Steps& Landings Np � W r'ueie r mcr v= O sr "mR FENCE CE 4ax caeca ,► /"-1.0'W 0.2'W 1'wl wbr W + TOP 5 Bluff m F 5232 TOP 7&ofd peSO '¢'� 'ee alws ToP F 00 52.W TOP OF BLUFF Y- El 51.$1 52.40 Nve mallmo onre� F1 405' mwa 48.87'A , '�..rr i cNL wNmNN> awes 1.33_.--- Coastal Erosion Line 51,86 oas .._ 5J.17 IN I Ex sung Slate ® Existing Patio 6 a 5"-e' 4",;at11^ m 4•_tiEtm9 Pool o x sD 2 m 2 Y-52.35 rYwel ' x 8' Dia. .. 4 1' 4'4'Eff.Depth .751 49.'12 x FENCE 2.0W F®ne siw-noNrwAvmw �.-.ww+savlaw On line z..2 A a Existing Screened in FaA@o MM49.62 Vlwnu .A51.28 m. 1. 51,11 x N. Existing. , tolt' AmemhlcFWd®Qr®bm�„ 53e 'm tS awmro;a GnmuawiMaiw rwm�m '•._••'-N, EXtAVA-rioN INSPErrioN REGLi€Ren °' „ Frame DwellingNMI CUa98wtw(EmCer FOR SANITARY SYSTEM j., c'i -With proposed 2nd akWaamana�wuUer Story Addition w 4sat T°�Y•o1 t BY HEALTH OEF'ARTMENTQ FFEL52 5S' u W 'seacvaGaafoNs am.r aol>Mamm "emT92 -" n'.�L1 Exigra osed } seam a ti • Pvr:rweFe ......... ... .vmanf.raww PPpP2 r. a .. Q 4,6' e Gararage � Cleanout � e. m�.a� .._.__._.._._._. V F.xiaRing Slatex16.7` 4s.3a tYlml it 1.rxs N Sr rcn��i,p nal y,mn P PVDRPeree Fenc Roof g y J } mmmTmMMr __... .... O.4W Roof !U IYCtBAW comeOEfAL Q MIN. Proposed FujiCleon-------m'- a c. ti 0 I CEN-10 1000 GPD $ITE. System itete Treatment 0.5W 81 95 � "O f O row Loc.- yOr� � { Asiana nme it of th e fns an kart/sVstc th,In fh p nC Wood ^' 0,6.. -�. T Be foiskSanitary amreo wmc txmors �I mw V t (u tp q P ubmrt G zmplefGJ mtm'VVa'v'M 080 tt pmcY Shod �`• 6.qg� I Abandoned ._..,. -Prop.Lea&ing Po......... m A %�MIIP4j .ol 47.44 17'x 10*DID o O m Plus Traffic Slab 'a x 49.76 �. o mwaE avaowr .m em 17'Eff..Depth d,A o 8:8 � DRM E P` i$M0N i ZAp praxlmate0 .px Lo'cation m�v Of g o y Existing Water 1z Service V �. 50%Exponslo47:osA c o cam Ntaw�°"Na m mDn FUJICL AN I/A OWTS & $ v =x .EtEYgIl9N ,-...... __.m.. .._ ...._ m / I 45. 45,7 SIIEFon<GnuT DFPnelnrF rr or Hrnlm SEZ"rs � DETAIL Existing z CL -OUT �.TA11.. PO,-fou APPuovx.C5 Gw,,T.,,ar-F A A wi uRole .. 51-L 2 LY RL`,-cN .ONLY TW 43.31 T5V_ , -i S W02e10V" 1 99.99' Not 14'mm.moparWan Detwsan PtoposM '1'43.51. Fxas(fng�w0ad Curb water aeMce aM Proposed aonNory fadhbas. DATE 1/27/2022 FIS Rt/ NO R21 3227 TC 43,72 TC 43.47 TC 43.16 % F4-nttn 0C 43.43`- BC 43.00 SC 42.60 TC 42.90 Note:Pmpoaed sanitary faCBiaem do no[ - SC 42.55 occur in pavmd areas. FOR P�V'wx rAullm C7F 7 RFOI .s *A 27 EX RF THREFY(.M FROMU T OI APPROVAL x -62 B -Dim 42.75 y, ' __.._....... ......._.... __..._..._.__�......, 42.46 SINf#xAKK AIX410R,A5 161EIf ANa Aa'kP1E0 BY NSF. Fa1L 1lnmmt s�aM.+Alrt PtANr ntaa MtEr aAmr ro ourrET INetnr rs FWR PR51ECCT IN ORMA ION PROJECT INa1FS. 114ET BiVFIn'6 1wELYE eM116 PFlnw Taflt TOP. ON 011PAN INSrp16ATmxae P8eCA8T WaT fie usm To Fxlmm-DaR DATE 10/25/2021 SANITARY PLAN � ` MOLaruw rsLsnwa rem sBe-xpsete�ss1EM 1muMem nsnND ro scans 1 M,R 1 T`!1.1�N MspFx.TmN ar,1R oN Pa6rREAnaNr JwerrerR alar ee otvTlaln m wrtta DRAWN BY: AW TrewE rcmxEs of r;wnnE rax MaFORCEo PFR MA sO.sls-m. CHECKED BY: MJR ROAarme calms oN saws wecN w oras aF somm-fN6 PauxuS SCALE: 1"=30' OF PROPERTY ErGn ro PAEY}ali wuarlmraao AccNs. . corrrrrr Trw cora.txENgO sa+cularP asnaanoR FAR FtECIMra. AREM: 0.77 ACRES REaIaalNfMe. - 33357.5 S0. FT SITUATED: TOWN OF SOUTHOLD''.. NOTE.t CONDITIONS Tama FRO SURVEY`PREPARED BY DATUM: ASSUMED NCTM: 1000-33-1-16:.x. T. LAXD SURVEYOR LAST OAIEO 01-08--2021 NDIE'al OLTUDNTUR FOR ARECSOIL EROSION 8E OORT OR PLS'URE WIIN NAl1VE ! Iliad NOTE:SOL AFRMON RGOKTiROL MFA91� SIN IN(MP1:E AND .�;y wN VVEEGEETTA WM 6 QED DURATION OF PROJECT AM uNSL �.t�P`OSP. J.y ., NOTE.FU I�BLOWER MOTDR ElEC1Rk:AL OONW'M 5 TO BE HARDWIR 'LA SURVEYING MC w &CIVIL I am fa.Ell r with the^Standard for App I ENGINEERING d Gonsuu n Subsurfnee5ewate Orvepasali Systema for S11 F 3IY Raaado d II 39 W MAIN STREET biee eY the -' ns sat edm ane REMSED- 01/'10/2022A OYSTER SAY,NY 11771 . "f. REWISED: 12/"20/x.021. IT SSIO' P:(516)922-30311-F:(516)922-7475 I _�' 99 15 Asas,-sor,5 PROPOSED SECOND FLOOR & SECOND FLOOR TERRACE W SPIRAL STAIRCASE, PIP Ct fda GREENPORT `, , r, FIRST FLOOR ADDITION @ ENTRY, FIRST FLOOR ALTERATIONS FOR NEW STAIRS NEW YORK I...r r,� fr GENERAL NOTES: L°NG ISLAND SOUND OVNO '` THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE FULL SET OF CONTRACT EDGE UPWARD. 6334 Northern Boulevard DOCUMENTS,AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF THERE IS NO OBLIGATION FOR THE ARCHITECT TO PRODUCE CERTIFICATION LETTERS REQUIRED BY THE MUNICIPALITY. ZONING ANALYSIS TOWN OF SOUTHOLD RECO Eat Norwich, New York 11732 WATER LINE CONSTRUCTION. PROVIDE 1"+/-NON SHRINK GROUT BELOW ALL BEARING AND BASE PLATES , RECORDED ON 07/28/21 @ g 00am THESE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE THE 2200 SOUND DRIVE,GREENPORT,NEW YORK 11944 ZONE:R-40 73 0 THE WORK UNDER THIS CONTE ACT SHALL CONSIST OF ALL LABOR,INSTALLATION,MATERIALS AND EQUIPMENT REQUIRED AND ARCHITECTS INSTRUMENTS OF SERVICES WHICH ARE LICENSED TO THE OWNER FOR THE SOLE USE WITH RESPECT TO THIS SCTM#1000-033.00-01.00-016.000 73000,00r, -� NECESSARY TO PERFORM ALL WORK AS SHOWN ON THE DRAWINGS SPECIFIED HEREIN AND AS REQUIRED BY CONDITIONS AT PROJECT.THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, ALL PIPE AND/OR LOLLY COLUMNS TO BE SECURELY BOLTED,LEVELED WITH STEEL SHIMS AND PACKED TIGHT WITH NON-SHRINK GROUT. ISSUE REQUIRED/PERMITTED EXISTING PROPOSED 110"00' 11 Broadway - Suite 3 THE SITE. STATUTORY AND OTHER RESERVE RIGHTS,INCLUDING THE COPYRIGHT. Z ' Amityville, New York 11701 LOT AREA 40,000 SF. 33,352 SF. 33,352 SF. NO CHANGED ANY ITEM OF WORK NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION,WHICH IS NOT SPECIFICALLY COVERED ON THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL CONTRACTOR,OWNER JOIST HANGERS,HOLD DOWN CLIPS,ETC.SHALL BE SIMPSON STRONG-TIE CO.,INC.,OR APPROVED EQUAL(SECURED WITH { ) N THE DRAWINGS OR IN THE SPECIFICATIONS,SHALL BE CONSIDERED INCLUDED IN THIS WORK AND SHALL BE PERFORMED IN A OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE. ANNULAR NAILS,ETC.AS PER MANUFACTURER'S SPECIFICATIONS)FOR ALL FLUSH STRUCTURAL CONNECTIONS. PROVIDE LOT COVERAGE 20.0%=6,670 S.F. DWELLING 2,724 SF. DWELLING 2,766 SF. o SADDLE-TYPE,HEAVY DUTY BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS,FASTENERS,ETC.SHALL BE MANNER DEEMED GOOD PRACTICE of THE TRADE INVOLVED. FRONT PORCH 285 SF. FRONT PORCH 243 SF. � 5 16. 3 0 8. 4 6 4 6 P h o n e STAINLESS STEEL PROVIDE WELDED STEEL CONNECTIONS FOR ALL FRAMING HANGERS,ETC.AT STEEL BEAMS,COLUMNS, U7 L/1 ALL WORK SHALL CONFORM TO THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION ETC. SCREENED PATIO 855 SF. SCREENED PATIO 855 SF. ^ ', 5 16 . 8 1 3 . 0 9 2 4 F a x MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN INGROUND POOL 614 SF. INGROUND POOL 614 SF. C '1 nfo@JoeBeIIoArchitects.com THE 2020 BUILDING CODE OF NEW YORK STATE N CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL CONTRACTOR'S RESPONSIBILITY UNDER THETOTAL 4,479 SF=13.4% SPIRAL STAIRCASE 31 SF. NATIONAL DESIGN STANDARDS FOR WOOD W THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTALLED AS PER"NATIONAL www.JoeBelloArchitects.com THE 2020 FIRE CODE OF NEW YORK STATE CONTRACT FOR CONSTRUCTION. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S CONSTRUCTION",LATEST EDITION. TOTAL 4,510 SF=13.5% v SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR SUBCONTRACTORS MIN.LOT WIDTH 150.0 FT. 100.0 FT. 100.0 FT. (NO CHANGED) ti U THE 2020 PLUMBING CODE OF NEW YORK STATE OR THEIR AGENTS OR EMPLOYEES,OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. ALL STRUCTURAL WOOD FRAMING,UNLESS OTHERWISE NOTED,SHALL BE MINIMUM DOUGLAS FIR NO.2 OR BETTER WITH BASE = �_ / THE 2020 FUEL GAS CODE OF NEW YORK STATE DESIGN MINIMUM FB 850 PSI;FV=75 PSI;FC(PERP)=1,250 PSI;E=1,300,000 PSI(SEE PLANS FOR ADDITIONAL NOTES AND MIN.LOT DEPTH 175.0 FT. 314.81 FT. 314.81 FT.{NO CHANGED) x ALL OTHER LOCAL CODES AND AGENCIES HAVING JURISDICTION. 177 CONCRETE&FOUNDATIONS: REQUIREMENTS). FRONT YARD MIN. 50.0 FT. 100.0 FT. 100.0 FT. (NO CHANGED) ALL NEW CONSTRUCTION SHALL CONFORM TO AMERICAN WOOD COUNCIL,2018 WOOD FRAME CONSTRUCTION MANUAL FOR 1 SIDE YARD MIN. 15.0 FT. 14.9 FT. /16.8 FT. 18.4 FT. /16.8 FT.(TO PROPOSED 2ND FL.) EL.18.28' DATE ISSUED: x &2 FAMILY DWELLINGS DESIGN STRENGTH OF 28-DAY CONCRETE SHALL BE 3,000 PSI MINIMUM. GARAGE SLABS TO BE 5,000 PSI AIR-ENTRAINED. ALL ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEIN UNLESS OTHERWISE APPROVED BY THE ARCHITECT. ALL OD DECK' 9-8-2021 -Working Drawings CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/4",MINIMUM CEMENT CONTENT OF 560 LBS/CU YD AND A MAXIMUM LUMBER SHALL BE FREE FROM KNOTS,SHAKES,ROT,FUNGUS,OR OTHER DEFECTS. SIDE YARD AGG. WO35.0 FT. 31.7 FT. 35.2 FT.(TO PROPOSED 2ND FL.) 19.4'x10.0' ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NATIONAL ELECTRICAL CODE(NFPA70)AND THE SLUMP OF 4". ALL CONCRETE(CONTROLLED STONE OR GRAVEL)AND REINFORCED CONCRETE WORK SHALL CONFORM TO MIN.REAR YARD 50.0 FT. 160.5 FT. 153.4 FT.(TO PROPOSED SPIRAL STAIR "' 9-21-2021 -Issued to Trustees BUILDING CODES OF NEW YORK STATE. ACI-318 SPECIFICATIONS,LATEST EDITION. CONCRETE SHALL BE AIR-ENTRAINED(6%)WHERE EXPOSED. ALL BEAMS SHALL BE PROPERLY ANCHORED AS REQUIRED. PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL ) z LOT LOT 119 FLUSH FRAMED MEMBERS. HANGERS SHALL BE THE APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE SPECIFIED MAX.HEIGHT 35.0 FT. & 2-1/2 STORIES 16.7 FT. 33.75 FT.(TOP OF PROPOSED RIDGE) N 118 EL.32.33' x 11-08-2021 -Construction Drawings ALL PLUMBING WORK SHALL CONFORM TO THE 2020 PLUMBING CODE OF NEIN YORK STATE REQUIREMENTS AND ALL OTHER CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB TO BE BROKEN OPEN AND NUMBER OF FASTENERS WOOD DECK LOCAL LADES,ORDINANCES AND AGENCIES HAVING JURISDICTION AND TO THE STANDARDS OF THE LOCAL COUNTIES HEALTH TESTED AT 7,14 AND 28 DAYS RESPECTIVELY.NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. INFORMATION TAKEN FROM SURVEY PREPARED BY CONSTRUCTION LAND SURVEYING,DATED JULY 28,2021 DEPARTMENT. DOUBLE ALL FRAMING AROUND ALL OPENINGS UNLESS OTHERWISE NOTED. o 8.0'x3.8' r CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. THE HVAC SUBCONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE INSTALLATION OF ALL HVAC EQUIPMENT AS NOTED ON THE DRAWINGS. ALL WORN;SHALL BE IN COMPLIANCE WITH NEC,NEMA,NATIONAL PLUMBING CODE,ASME AND ASHRAE ALL REINFORCING,AS REQUIRED,SHALL BE MINIMUM GRADE 60 CONFORMING TO ASTM A-015. PROVIDE AND INSTALL ALL FIRE STOPPING,CATS,BLOCKING,ETC.AT EXTERIOR WALLS AND BEARING WALLS AND AS � � � WOOD DECK 9) SPECIFICATIONS,INCLUDING ALL EQUIPMENT,FIXTURES,MATERIALS,ETC.REQUIRED BY STATE AND LOCAL CODES. REQUIRED BY CODE AND/OR JOB CONDITIONS AND IN ACCORDANCE WITH STANDARD ACCEPTABLE PRACTICE. 4 x9.5' EL.4780' 00 x PROVIDE EXPANSION,CONTROL AND CONSTRUCTION JOINTS AS REQUIRED BY APPLICABLE SECTIONS OF ACI 301-84. x x x THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICABLE FILING OF ALL APPLICATIONS,PERMITS, ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS TRIPLED ON JAMBS. THE INNER TWO STUDS SHALL BE CUT TO LOT 117 TOP OF BLUFF Li DOCUMENTS,INSURANCE,ETC.WITH ALL REGULATORY AGENCIES AS REQUIRED IN CONNECTION WITH THIS WORK. THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL BEAR ON RECEIVE THE LINTEL OR HEADER OVER THE OPENING AND SHALL EXTEND IN ONE PIECE FROM LINTEL OR HEADER TO BEARING GATE b� VIRGIN,UNDISTURBED SOIL,MINIMUM DEPTHS AS PER DRAWINGS. SOIL BEARING CAPACITY IS ASSUMED AS 2,000 PSF BELOW. THE OUTER STUD SHALL RUN IN ONE PIECE FROM SILL TO TOP PLATES. w o CONTRACTOR TO PROVIDE DETAILED PRICE BREAKDOWN.OWNER TO PROVIDE BUILDING PERMIT,SURVEY AND FINAL SURVEY. MINIMUM. THE CONTRACTOR SHALL VERIFY SAME IN THE FIELD. o LAWN ALL NOMINAL JOISTS SHALL BE CROSSBRIDGED WITH SOLID BRIDGING AND/OR 5/4"X 3"BRIDGING AS INDICATED AT MID-SPAN IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH OF HIS SUBCONTRACTORS,TO VISIT THE SITE OR INTERVALS NOT TO EXCEED 8'-0"O.C.AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE NAILED UNTIL AFTER LINE PRIOR TO SUBMISSION OF HIS BID TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. NO ADDITIONAL ALLOWANCES,OR MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE 30 DEGREE ANGLE OR REPOSE PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING BETWEEN JOISTS OVER GIRDERS AND PLATES OF BEARING PARTITIONS. -------------- ___`__COSTAL EROSION---- EXTRA CHARGES,WILL BE PERMITTED BECAUSE OF HIS FAILURE TO PERFORM THE AFOREMENTIONED SITE VISIT. METAL BRIDGING STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY. FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE BASED ON AND CONSTITUTE THE BEST AVAILABLE INFORMATION. IT xEL.47.61' EL.47.51' THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING ALL SITE AND SAFETY PROTECTION(FENCING, MAY BE NECESSARY TO ADJUST FOOTINGS DEPTH DUE TO FIELD CONDITIONS IN ORDER TO REACH ADEQUATE BEARING STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE 14 3' 40.9' m BARRIERS,ETC.)DURING CONSTRUCTION IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES(OSHA,ETC.)TO MATERIAL FOOTINGS SHALL NOT BE CONSTRUCTED UNTIL SOIL,PREPARED FOR BEARING,HAS BEEN REVIEWED BY THE ACQ PRESSURE TREATED LUMBER. v~+ m PROVIDE FOR THE SAFETY OF THE PUBLIC AND THE PROTECTION OF THE SITE AND BUILDING. ARCHITECT AND THE AUTHORITIES HAVING JURISDICTION. IN GROUND $ SWIMMING POOL 8DRAMS@9' THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD NOMINAL SIZES OF LUMBER NOTED,ACTUAL NET SIZES USED FOR STRESS CALCULATIONS. 2 AM M E N D M E NT: CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WALLS,BUTTRESSES,OR FOOTINGS UNLESS SPECIFICALLY 4 A xEL.47.65' o n EL.47 47'x PROPOSED SHOWN. N � SPIRAL STAIR ,a; ,.. . . v 31 SF. VE PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO STUD FACES OR CENTERLINE OF BEAMS. � c� N CDD ENCLOSED STONE PATIO ^' N PROPOSED THE GENERAL CONTRACTOR SHALL CONFIRM AND VERIFY EXISTING BEARING CONDITIONS BEFORE PROCEEDING WITH THE WHERE SLAB ON GRADE IS SUPPORTED ON BACKFILL,THE FILL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 8"TO AT x ^-'' 3 X WORK. LEAST 95%OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FILL MATERIAL SHALL BE LIMITED TO WELL GRADED SAND OR WOOD JOISTS SUPPORTED BY STEEL BEAMS TO BE CONNECTED TO 27 "WOOD BLOCKING BOLTED TO STEEL BEAMS WITH(2) - SECOND FLOOR 0 1l2"DIAMETER BOLTS 4'-0"O.C.MINIMUM WOOD JOIST LAP IS 4". 8-wnoD WALL,,-'V1' ' �i.'�� i iii >„iii„,1 >/i/ i/ii;i; >, �� SAND AND GRAVEL MIXTURE WITH LESS THAN 10 TO 15/o FINES PASSING THE N0.200 SIEVE AND A MAXIMUM GRAVEL SIZE OF DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS TAKE PRECEDENCE. IF DISCREPANCY 3". w.w. 813 SF.CE ARISES BASED ON FIELD CONDITIONS CONSULT WITH ARCHITECTS OFFICE BEFORE PROCEEDING WITH WORK OR ORDERING ALL FLUSH STEEL BEAMS TO BE TOPPED WITH A2"X6"WOOD PLATEBOLTED TO STEEL BEAMS WITH(2)112'DIAMETER BOLTS C-% 2 STORY FRAME BUILDING MATERIALS. CONCRETE SLABS ON GRADE SHALL BE POURED OVER 10 MIL THICK CLEAR POLYETHYLENE FILM VAPOR BARRIER OF TYPE N-O"O.C. EXISTING i PROPOSED RECOMMENDED FOR BELOW GRADE APPLICATION. PooC EQUIPMENT W I F.F.EL.47.BJ' w.w. SECOND FLOOR THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY EXISTING DOUBLE JOIST UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND OPENINGS. EXISTING AIC RIDGE EL.79.83' 2,576 SF. DRYWELLS,CESSPOOLS,SEPTIC TANKS AND UTILITIES,UNDERGROUND PIPING OR STRUCTURES THAT MAY INTERFERE WITH GARAGE ]•METE RI ALL SUBGRADE FOUNDATION WALLS FOR CRAWL SPACES OR CELLARS TO BE TREATED WITH TUFF-N-DRI HS DAMP-PROOFING j METER NEW WORK OR DEMOLITION AIJD TO PROTECT SAME FROM ANY DAMAGE. THE REPAIR OF ANY DAMAGE DUE TO NEW PROPOSED EL.47.53' N PROPOSED CONSTRUCTION OR DEMOLITION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. BY TREMCO OR APPROVED EQUAL INSTALLED PER MANUFACTURES INSTRUCTIONS ALL FLOOR JOISTS SUPPORTING BATHROOM FIXTURES SHALL BE DOUBLED OR 12"O.C.WHICHEVER CONDITION IS DEEMED --� °� / ' '3 'j 3�-GAS ALTERATIONS PRACTICAL IN THE FIELD. �+ )ww. METER SPREAD FOOTINGS SHALL BE LOCATED SUCH THAT WALLS AND COLUMNS ARE CENTERED OVER FOOTINGS IN BOTH x STONF PVMNT. b, //� TO FIRST(FOR NOTIFY ALL CORPORATIONS,ADJACENT PROPERTY OWNERS,UTILITY COMPANIES AND/OR LOCAL AUTHORITIES OWNING 4T.31 16.8 NEW STAIRS CONDUIT,WIRES,PIPES OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY OR IN THE AREAS AFFECTED BY THIS DIRECTIONS UNLESS OTHERWISE NOTED ON THE PLAN. LVUS AND ENGINEERED WOOD I BEAM JOISTS TO BE AS MANUFACTURED BY'TRUSS JOIST MACMILLIAN CORP'OR EQUAL LVL m ooF E-1 46. 8'x ) CONSTRUCTION AND i OR OTHERWISE REQUIRED BY THE TOWN OR LOCAL AGENCIES HAVING JURISDICTION. CAP ALL MEMBERS TO BE 13/4"WIDTHS OR SOLID PSL MEMBERS OF THE SAME SIZE. LVUS SHALL HAVE A MINIMUM MODULUS OF 276 SF. ABANDONED UTILITY LINES IN ACCORDANCE WITH THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES STANDARD PROCEDURES OF FROST PROTECTION FOR FOOTINGS AND FOOTING EXCAVATIONS SHALL BE USED FOR WINTER ELASTICITY OF 1,900,000 PSI. PROPOSED xEL.45.88' FIRST FLOOR HAVING JURISDICTION. CONSTRUCTION. BACKFILLING OF FOOTING EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOOTINGS y FROM FROST ACTION. FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL LENGTH STL PLATES BOLTED TO WOOD MEMBERS WITH 5/8" 2 d n EL.47.31 x ADDITION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION,EXCAVATION,CARTING,REFUSE AND THE DIA BOLTS @ 12"O.C.STAGGERED,U.O.N. 42 SF. LEGAL DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL OF ALL DEBRIS FROM THE SITE. SPREAD FOOTINGS,UNLESS OTHERWISE NOTED,SHALL BE 8"DEEP X 16"THICK,REINFORCED WITH(2)CONTINUOUS#5 REBAR 2 n /moi EL.42.4,3LAWN @ BOTTOM,MIN Y CLEAR OF EARTH. PROVIDE NEW WOOD HEADERS MINIMUM(2)2"X8"AT INTERIOR WALLS(NON-BEARING)AND AS PER DRAWINGS AT(2"X4" DISPOSE OF ALL(IF ANY)HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED BY FEDERAL,STATE FRAMED)EXTERIOR AND INTERIOR BEARING WALLS WITH SOLID BEARING STUD SUPPORTS AT ALL NEW WINDOWS,DOORS, AND LOCAL AGENCIES(INCLUDING THE EPA). SLAB ON GRADE,UNLESS OTHERWISE NOTED,SHALL BE 4"THICK,REINFORCED WITH ONE LAYER OF 6X6 W2.9X2.9 WELDED AND OPENINGS AS MAY BE REQUIRED BY EXISTING CONDITIONS AND NEW CONSTRUCTION UNLESS OTHERWISE SHOWN OR ; o THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE MATERIALS OR RUBBISH WIRE FABRIC CONFORMING TO ASTM A-185. NOTED. w i m CAUSED BY HIS OPERATIONS. AT THE COMPLETION HE SHALL REMOVE HIS WASTE MATERIAL AND RUBBISH FROM THE ' PREMISES AND SITE AS WELL AS ALL HIS TOOLS,CONSTRUCTION EQUIPMENT AND SURPLUS MATERIALS AND SHALL CLEAN ALL WELDED WIRE FABRIC FOR CONCRETE SLABS ON GRADE SHALL BE PLACED 2"BELOW TOP OF SLAB. LAP SPLICE OVERLAP ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE C-D EXTERIOR,TYPE 1 EXPOSURE. APA STRUCTURAL(GRADE LAWN EL.44.85x GLASS SURFACES AND LEAVE THE WORK"BROOM CLEAN". LENGTH TO BE 8"AND SHALL BE MEASURED BETWEEN THE OUTERMOST CROSS WIRES OF EACH FABRIC SHEET. STAMPED)UNLESS OTHERWISE INDICATED. EXPOSED PLYWOOD SOFFITS SHALL BE A-C GRADE EXTERIOR,TYPE 1.PLYWOOD ~ SHEATHING @FLOORS TO BE 3/4-APA RATED. 48124 SLOPED ROOFS AND WALLS SHALL BE SHE=ATHED WITH 112'APA RATED. THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE OWNER FOR INSTALLATION OF THE OWNER'S SECURITY, BOTTOM OF FOOTING SHALL BE CARRIED DOWN AT LEAST 3 FT.BELOW LOWEST LEVEL OF ADJOINING GROUND OR PAVEMENT W TELEPHONE,OR OTHER AIV SYSTEMS AND SHALL COOPERATE WITH OWNER'S INDEPENDENT CONTRACTORS. THE GENERAL SURFACE AND TO BE PLACED ON INORGANIC UNDISTRESSED SOIL W/A MIN BLARING CAPACITY OF 2000 PSF UNLESS ITV O CONTRACTOR SHALL PROVIDE:ADVANCED NOTICE TO THE OWNER AS TO WHEN TO SCHEDULE INSTALLATION SO AS NOT TO OTHERWISE NOTED. M LAWN EL.40.28'x W DELAY COMPLETION OF THE PROJECT. 00 c F-A CONTRACTOR SHALL INSTALL AS PER OWNER'S DIRECTION ANY AND ALL INTERCOM,TELEPHONE,LAN,VLAN,SPE:AK,ALARM, CONTRACTOR TO PROVIDE AND COORDINATE INSTALLATION OF ALL SLEEVES REQUIRED TO ACCOMMODATE PLUMBING, CD 'p COMPUTER,AND/OR CABLE WIRING IN WALLS PRIOR TO SHEETROCKING. MECHANICAL AND ELECTRICAL TRADES. EL.41,pp� 00 THE GENERAL CONTRACTOR:SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY ITEM OF EXISTING BRACE ALL FOUNDATION WALLS AS REQUIRED PRIOR TO BACKFILLING. EL.40.27 x CONSTRUCTION THAT IS TO REMAIN OR THAT IS DAMAGED DURING NEIN CONSTRUCTION. POINT°F eeoWIN NO DO NOT BACKFILL AGAINST FOUNDATION WALLS UNLESS THEY ARE PROPERLY BRACED BY FLOOR SLABS,TEMPORARY S 690 EL.40.04'x 48' Z 1 THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DE-WATERING,ETC.,AND SHORING,OR BALANCED FILL.PROVIDE 15#FELT MEMBRANE OVER TOWELED ON MASTIC FOR DAMP-PROOFING ON ALL TC.39. 1O"W uTVPae 100.00 -- SA THE PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE TO REMAIN.PROVIDE FOUNDATION WALLS,WHERE INDICATED ON DRAWINGS. BC.38.50' DIK FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT CONDITIONS. •STONE cuRe ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVEL AND TRUE,WELL SPIKED AND NAILED AND ANCHORED TOGETHER TC.3$.,32, R E S I D UPON BACKFILLING FOUNDATION,CHEMICALLY TREAT SOIL FOR TERMITE PROTECTION IN ADDITION TO PROVIDING TERMITE ' BC.37.77, TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKAGE THROUGHOUT. SHIELDS AND WOLMANIZEO SILLS. CL-J8.58, ANY DAMAGE TO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO REMAIN MUST BE REPAIRED TO WITH A MIN.2X6 SILL PLATE USE 5/8"ANCHOR BOLTS TYPICAL 44"O.C.(24"O.C.FOR SLAB-ON-GRADE)AND MAX.IT FROM EACH ( j j CL.37.75' nd THEIR ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO EXTRA COST TO THE OWNER. CORNER.7"EMBEDMENT MIN.USE 3-X 3"X 5/16"SQ.WASHER PLT. SEE PLANS FOR CORNER HOLD DOWN(HD)DESIGNATION SOUND N D (50'WIDE) DRIVE 220 Greeree p DftV@ nport RESECURE AND PROPERLY SUPPORT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY BE AFFECTED BY STRUCTURAL WORK: NEW CONSTRUCTION. Site Plan New York, 11944 CONTRACTOR TO RESTORE ANY PORTION OF HOUSE DAMAGED DURING ALTERATION. REMOVE AND REPLACE ANY AND ALL DAMAGED,ROTTED OR OTHERWISE UNSOUND FRAMING. REPLACEMENT FRAMING MUST BE OF PROPER SIZE AND BEARING TO SUPPORT ANY AND ALL LOADS IMPOSED. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR SCALE : 1" =30' INSTRUCTIONS. DIMENSIONS SHOWN ON THESE PLANS ARE NOMINAL.CONTRACTOR SHALL FIELD VERIFY ACTUAL DIMENSIONS.DIMENSIONS INFORMATION TAKEN FROM SURVEY PREPARED BY: FOR FRAMING ARE FOR ROUGH FRAMING. PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFY ALL DOORANINDOWOPENINGS. CONSTRUCTION LAND SURVEYING CONTRACTOR TO PROVIDE ANY UNDERPINNING,AND/OR TEMPORARY SHORING,REQUIRED FOR THE ADEQUATE EXECUTION 61-04 79TH STREET CONTRACTOR SHALL BE FULLY COVERED BY WORKMAN'S COMPENSATION INSURANCE AND SUCH INSURANCE AS MAY BE OF THE JOB. MIDDLE VILLAGE, NEW YORK 11379 When a registered design REQUIRED BY LOCAL LAWS. professional has stamped and THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC"MANUAL OF STEEL P: 347-981-8435 CONTRACTORS SHALL GUARANTEE FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF FINAL COMPLETION,AND ACCEPTANCE CONSTRUCTION,LATEST EDITION.MATERIALS AS FOLLOWS: WWW.CSESUWAL COM n („ r ff signed this page(blue ink), they BY THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACTS. P. ; I �� are attesting that to the best of DATED: 7/28/20z1 i ) . CONTRACTORS AT TIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE UNDERWRITERS CERTIFICATE FOR STRUCTURAL STEEL: ASTM A572,GR50, his/her knowledge, belief, and ELECTRICAL WORK AND BUILDING DEPARTMENT ACCEPTANCE AS MAY BE REQUIRED BY THEIR RESPECTIVE TRADES. BARS,PLATES,ANGLES,MISC: ASTMA36FEET �O r 2022 } professional judgement, such fL ta �- , SQ STEEL TUBING: ASTM A500,GRADE B s ' plans and/or specifications are CONTRACTOR TO EXPEDITE THE WORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. BOLTS: ASTM A325 Wfi in compliance with the latest ALL WORK LISTED ON THE CONSTRUCTION NOTE SHEETS AND SHOWN OR IMPLIED ON ALL DRAWINGS SHALL BE SUPPLIED BY ANCHOR BOLTS: ASTM A307DRAWING L I ST o "s C"' . ;;C I1,:,�L New York State Building Code. THE CONTRACTOR WHOSE BUILDING TRADE STATUS STANDARDLY REQUIRES SAME. WELDING ELECTRODE: ASTM E70XX ©COpynght 2021 DURING THE COURSE OF CONSTRUCTION IF MODIFICATIONS TO THE DESIGN OCCUR AS A RESULT OF CLIENT,ARCHITECT,ETC. ALL WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND BE PERFORMED THE CONTRACTOR SHALL SUBMIT TWO WRITTEN COPIES OF A CHANGE ORDER WITH THE AMENDED PRICE. CONTRACTOR BY WELDERS CERTIFIED IN ACCORDANCE W/AWS STANDARDS. SHEET DESCRIPTION DATE SHEET DESCRIPTION DATE SHALL NOT CONTINUE WITH ANY CHANGES UNTIL HE RECEIVES WRITTEN AUTHORIZATION FROM THE OWNER. PLACE ALL BEAMS W/CAMBER BOWING UP GN-1 GENERAL NOTES: SITE PLAN S-1 STRUCTURE: FIRST FLOOR CEILING FRAMING THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER,GENERAL CONTRACTOR OR ANY SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED,IN WRITING,BY THE ARCHITECT. ALL NEIN ROOF JOISTS,HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD MEMBERS SHALL BE SET WITH THE CROWN GN-2 GENERAL NOTES: PLUMBING S-2 STRUCTURE: SECOND FLOOR FRAMING ,� D A"? 5 M. / GN-3 GENERAL NOTES: STRAPPING S-3 STRUCTURE: ATTIC FRAMING ��05 @H C� �11�_ GN-4 GENERAL NOTES: STRAPPING & ENERGY S-4 STRUCTURE: ROOF FRAMING TABLE 11 301 e 2 1 GN-5 GENERAL NOTES: IECC NOTES S-5 STRUCTURE: TJI DETAILS CLIMATIC & GEOGRAPHIC DESIGN CRITERIA (SUFFOLK COUNTY) SC-1 SCHEDULE: WINDOW& DOOR E-1 ELECTRICAL: FIRST FLOOR (P 03 670 Q� A-1 PLAN: FOUNDATION E-2 ELECTRICAL: SECOND FLOOR O NE�tl WIND DESIGN SUBIECTTO DAMAGE FROM A-2 PLAN: FIRST FLOOR E-3 ELECTRICAL:ATTIC& EAVES GROUND SEISMIC WINTER ICE SHIELD FLOOD AIR FREEZING MEAN SNOW DESIGN DESIGN UNDERLAYMENT HAZARD INDEX ,ANNUAL A_3 PLAN: SECOND FLOOR M-1 MECHANICAL: SECOND FLOOR FILE: LOAD SPEED(MPH) TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP. REQUIRED TEMP A-4 PLAN: ROOF 21137 EFFECTS REGION DEBRIS ZONE DEPTH A-5 ELEVATIONS: FRONT& RIGHT SIDE SCALE: A-6 ELEVATIONS: REAR & LEFT SIDE AS NOTED 30 130 MPH. NO NO ZONE 1 B SEVERE 36" REQUIRED YES 150 YES AS PER 1500 OR LESS 510DRAWN BY: EXPOSURE B' FIRM A-7 SECTIONS RWC A-8 SECTIONS SHEET: MIN. 3'VENT FROM VENT PIPES TO EXTEND THROUGH 79 � ? ROOF 6.OR ABOVE ANTICIPATED L [C NEW YORK STATE REQUIREMENTS: E INSIDE THERMAL SNOW ACCUMULATION, WHICH ENVELOP TO ABOVE EVER IS GREATER PER P3/03.I ROOF ROOF ROOF AS PER P3I03.2 I ; PROPOSED PROPOSED I PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED ROOFING NOTES: THE CONTRACTOR SHALL PROVIDE RECEPTACLES 50 THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN SIX FEET(6') MASTER BEDROOM MASTER BATHROOM BATHROOM #4 BATHROOM #5 BATHROOM #6 BATHROOM #7 LAUNDRY ROOM MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. _ FASTENERS FOR ASPHALTSHINIGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 2' T 6334 Northern Boulevard GAGE[0.105 INCH)SHANK WITH A MINIMUM 3/8-INCH DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ALL BATH,TOILET,KITCHEN AND GARAGE OUTLETS SHALL BE GROUND-FAULT-INTERRUPTER PROTECTION APPROVED DEVICES. N MATERIALS AND A MINIMUM OF 3 4 INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH F ____ � � � ____. � r( � I � � � I East Norwich, New York 11732 ROOFING / I I I � I � T 1 PROVIDE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM WITH AIRFLOW RATES TO COMPLY WITH TABLE M1507.3.3(1)FOR 2' I 2' 12' 12' 12' THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. I I I I I I CONTINUOUS OPERATION,USE TABLE M1507.3.3(2) ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER APPROVED INSTALLATION FOR CONVERSION FACTORS FOR INTERMITTENT OPERATIONS REQUIREMENTS. I 12' I I I I I I I2' 12' 12' I2' 12' 12. I2' 12' 12' I2' 12' I2' I 11 Broadway - Suite 3 INSTRUCTIONS,BUT NOT LESS THATN THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE DIRECT SHUT DIRECT SHUT I ( I I I I Amityville, New York 11701 ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL(21:12),SINGLES SHALL BE INSTALLED IN ACCORDANCE WITH THE THE THE MINI TING LOAD UNIT LO FOR HALL UNDERGROUND SERVICE IN CONDUCTORS ACCORDANCE AND WITSERVICE EDEVICES VI 2S THAT SERVE ONE HUNDRED PERCENT(100°%)OF VENT FRE FF VENT WATER FF SH(� SINK o oTUB TOILET[ LAV. LAV. I I LAV. TOILET LAV. TOILET LAV. TOILET I LAV. TOILET MANUFACTURES APPROVED INSTALLATION INSTRUCTIONS. PLACE ' HEATER, OFF 0 INDIRECT DRYER I I I I I WASTE WASHING ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL-SURFACE ROLL ROOFING,SLATE,AND WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3701.2. ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL BE IN 0 5 16- 3 0 8. 4 6 4 6 P h o n e SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD SHAKES. ACCORDANCE WITH TABLE 3701.4. GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS SHALL BE IN SECOND FL. SECOND FL. SHOWER SHOWER SHOWER SHOWER SHOWER MACHINE 516 . 813 . 0924 F a X ACCORDANCE WITH TABLE E3702.1. Info@JOeBelloATchitects.com THE ICE BARRIER SHALL BE'GRACE ICE&WATER SHIELD SELF-ADHERED ROOFING UNDERLAYMENT'BY GRACE OR APPROVED EQUAL. 2 2 2' 3' 2' 2' 3' )2* 2' 3' 2' FINAL SELECTION OF ALL ELECTRICAL LIGHTING FIXTURES TO BE BY OWNER-CONTRACTOR&ELECTRICAL CONTRACTOR TO COORDINATE ALL 2' 2• www.JoeBelloArchitects.com INSTALLED PER MANUFACTURES INSTRUCTIONS RELATED WORK AS PER FIXTURES SELECTED CLEAN CLEAN 2'TRAP SIZE FOR TUB OUT THE ICE BARRIER SHALL EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE OUT 8 SHOWERS AS PER I I 2'TRAP SIZE FOR TUB 2'TRAP SIZE FOR TUB 2'TRAP SIZE FOR TUB 2'TRAP SIZE FOR TUB EXTERIOR WALL LINE OF THE BUILDING. ANY LIGHTING&ELECTRICAL OUTLETSHOWN ON PLAN IS A PRELIMINARY LAYOUT-ALL LOCATIONS TO BE VERIFIED WITH OWNER IN THE RP3201.7 8 SHOWERS AS PER 8 SHOWERS AS PER 8 SHOWERS AS PER &SHOWERS AS PER FIELD-WALKTHRU WITH OWNER/ARCHITECT IS REQUIRED ' RP3201.7 RP3201.7 RP3201.7 RP320I.7 THE ICE BARRIER SHALL ALSO'BE APPLIED NOT LESS THAN 36 INCHES MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE 6� BUILDING. SMOKE ALARM,HEAT DETECTOR,AND CARBON MONOXIDE ALARM NOTES: PROPOSED DATE ISSUED: PANTRY EX. KI TCHEN � I EX. BATHROOM #1 EX. BATHROOM #Z EX. BATHROOM #3 FLASHING TO BE 0.04 ALUMINUM MIN.UNLESS OTHERWISE NOTED PROVIDE SMOKE ALARMS AND HEAT DETECTORS PER SECTION R314&NFPA 72 2• v _ 9-8-2021 -Working Drawings ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER • SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 I r I` I ( 1 9-21-2021 -Issued to Trustees • HEAT DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 521 OR UL 539 I I I I 11-08-2021 -Construction Drawings FLASHING TO EXTEND MIN.8"UNDER SHINGLES AND UP VERTICAL FACE OF BRICK IF APPLICABLE. (AS APPROPRIATE FOR INTENDED APPLICATION) I 2' I I I I I I I I I I I g • CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR ° COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217&UL 2034 12. I (2' 2' I 12- 2' I2' I2' 12' 12- I2' 12' 12' I2' VERTICAL FACE 1 INCH MINIMUM.IF APPLICABLE IN NEW CONSTRUCTION SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS&HEAT DETECTORS SHALL BE PROVIDED IN NEW SINKSINK I I SINK ( ( LAV. (TOILET I TUB LAV. TOILET I LAV. TOILET I TUB I PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTERIEAVE CONDITIONS,LAP INTO GUTTER ATTACHED GARAGES. INDIRECT I I 010 0 0 SHUT RELOCATED WASTE REL p I o WHERE SKYLIGHTS IN CATHEDRAL CEILINGS BLOCK THE CONTINUOUS AIR PASSAGE,NOTCH 1 INCH HOLES IN THE CRIPPLE EXISTING DWELLINGS UNDERGOING REPAIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED WITH DRYER / OFF WASHING DISH7 ° MACHINE, WASHER ° RAFTERS ABOVE AND BELOWTHE SKYLIGHT TO PROVIDE AN AIR CHANNEL INTO ADJOINING RAFTER BAYS. SMOKE ALARMS AS REQUIRED BY APPENDIX(OF 2020 RESIDENTIAL CODE OF NEW YORK STATE FIRST FL. F/RST FL. I SHOWER SHOWER CHIMNEYS SHALL EXTEND AT I-EAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET,BUT SHALL NOT BE LESS THAN 3 LOCATIONS. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 2' 2' 2' 2' 2' 3" 2' 2' 3' 2' 2' 3' 2' 2' FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. 1.IN EACH SLEEPING ROOM. 2' 2' 2.OUTSIDE OF EACH SEPARATE SLEEPING AREA,IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CLEAN CLEAN ALL FLUES SERVING WOOD BURNING FIREPLACES SHALL BE PROVIDED WITH A SPARK ARRESTOR PER R1003.9.2 3.ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND HABITABLE ATTICS,AND NOT INCLUDING CRAWL SPACES OUT Z'TRAP SIZE FOR TUB 2'TRAP SIZE FOR TUB 2'TRAP SIZE FOR TUB OUT AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN AAs GAS I 8 SHOWERS AS PER &SHOWERS AS PER 8 SHOWERS AS PER ALL FLUES TO BE PROVIDED WITH A CHIMNEY CAP PER R1003.9 THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED SERVICE METER RPJ20L7 RP3201.7 RP3201.7 THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. CHIMNEY CLEARANCES-ANY(PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF THE BATHROOM THAT WALL OF THE BUILDING SHALT_HAVE A MINIMUM AIRSPACE CLEARANCE TO COMBUSTIBLE OF 2 INCHES. CHIMNEYS LOCATED ENTIRELY CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS SECTION. I I OUTSIDE THE EXTERIOR WALLS OF THE BUILDING,INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE,SHALL HAVE A 5.ALL LAUNDRY ROOMS/ROOMS CONTAINING CLOTH DRYER MINIMUM AIRSPACE CLARENCE OF 1 INCH. THE AIRSPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH SECTION R1003.19 ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THATTHE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE SHUT SHUT I I AMMENDMENT: CHIMNEY FIREBLOCKING-ALL.SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS PASS SHALL BE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. FF FF FRESH AIR INTAKE FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND EXISTING EXISTING FURNACE FURNACE I I WOOD JOISTS,BEAMS OR HEADERS SHALL BE ELF-SUPPORTING OR BE PLACED ON STRIPS OF METAL LATH LAID ACROSS THE SPACE BETWEEN ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING,WITH A BATTERY BACKUP.WIRING SHALL BE PERMANENT COMBUSTIBLE MATERIAL AND THE CHIMNEY. AND WITHOUTA DISCONNECT SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. CHIMNEY CRICKETS-CHIMNEYS SHALL BE PROVIDED WITH CRICKETS,UNLESS THE CHIMNEY INTERSECTTHE RIDGELINE.THE INTERSECTION 915 FIRE CODE OF NEW YORK STATE.CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: CELLAR CELLAR OF THE CRICKET AND THE CHIMNEY SHALL BE FLASHED AND COUNTERFLASHED IN THE SAME MANNER AS NORMAL ROOF-CHIMNEY INTERSECTIONS.CRICKETS SHALL BE CONSTRUCTED IN COMPLIANCE WITH FIGURE R1003.20 AND TABLE 1003.20. CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA 10 FT OF THE ENTRANCE 4' HOUSE TRAP IN PITT W/STL. COVER TO THE SLEEPING AREA,AND AT A MIN.ON EVERY STORYTHAT CONTAINS A CARBON MONOXIDE SOURCE. 2' FACTORY-BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE CLEAN LISTING. FACTORY-BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127 CARBON MONOXIDE DETECTORS SHALL BE INSTALLED AT EVERY LOCATION SPECIFIED BY CODE PLUS ANY ADDITIONAL LOCATION REQUIRED OUT BY THE MANUFACTURE THE CARBON MONOXIDE DETECTION DEVICE.ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED GAS RISER DIAGRAM PLUMBING RISER DIAGRAM PLUMBING NOTES: LOCATIONS THAT AVOIDSS DEAD AIR SPACES,TURBULENT AIR SPACES,FRESH AIR RETURNS,OPEN WINDOWS,HVAC DUCTS,CLOSED DOORS, AND OTHER SUCH OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR. 1.ALL WORK TO BE DONE BY A PLUMBER LICENSED IN THE LOCAL MUNICIPALITY. 2.ALL PLUMBING WORK SHALL CONFORM TOTHE STANDARDS OF THE 2020 BUILDING CODE OF NEW YORK STATE,THE 2020 PLUMBING MISCELLANEOUS: CODE OF NEW YORK STATE,2020 FUEL GAS CODE OF NEW YORK STATE AND ALL OTHER LOCAL CODES,ORDINANCES AND AGENCIES NOT TO SCALE NOT TO SCALE TABLE P3201.7 HAVING JURISDICTION AND TO THE STANDARDS OF THE LOCAL COUNTIES HEALTH DEPARTMENT. PROVIDE METAL DRIP FLASHING OVER ALL WINDOWS AND DOORS AS REQUIRED. SIZE OF TRAPS FOR PLUMBING FIXTURES 3.THE PLUMBER SHALL PAY FOR AND OBTAIN ALL PERMITS,INSPECTIONS,ETC.RELATED TO HIS WORK UNDER THIS APPLICATION,AS TRAP SIZE REQUIRED FOR THE COMPLETION OF HIS WORK. MINIMUM 4.THE PLUMBER SHALL REMOVE ALL UNUSED AND UNNECESSARY PIPING AND SHALL PROVIDE NEW AS SHOWN ON PLANS. PROVIDE CAULKING ATALL WOOD AND METAL JOINTS,AND ALL DOORS&WINDOWS. PLUMBING FIXTURES (INCHES) 5.ALL PIPING IS TO BE CONCEALED IN WALLS,SOFFITS,OR HUNG CEILINGS AND SHALL NOT BE EXPOSED TO VIEW,UNLESS 50 NOTED. BATHTUB(WITH OR WITHOUT SHOWER Y 6.PLUMBER SHALL PERFORM ALL WORK AS REQUIRED TO PROVIDE A COMPLETE SYSTEM THAT COMPLIES WITH ALL APPLICABLE CODES. PROVIDE AND INSTALL 5/8"GYPSUM BOARD(MINIMUM),(TYPE"X"AS NOTED),TYPICAL ALL WALLS AND CEILINGS,UNLESS OTHERWISE HEAD AND/OR WHIRLPOOL ATTACHMENT) EXISTING PIPING SHALL BE MODIFIED AS REQUIRED. NOTED. ALL GYPSUM BOARD SHALL BE TAPED AND SPACKLED(3 COATS). tiBIDET I5"MIN. l5"MIN. IX 7.WATER DISTRIBUTION SYSTEM TO BE COPPER TUBING OR APPROVED EQUAL THROUGHOUT. CLOTHES WASHER STANDPIPE 2 DISHWASHER ON SEPARATE TRAP 1)z DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6.DRILLING AND NOTCHING PROVIDE AND INSTALL 5/8"GYPSUM BOARD TYPE'X'OR APPROVED EQUAL"FIRE CODE"GYPSUM BOARD(MINIMUM 3/4 HOUR RATED)AT Z TOP PLATES FLOOR DRAIN 2 GARAGE AND OVER BOILER ROOM EQUIPMENTAND WALLS ADIACENTTO HABITABLE SPACE AS REQUIRED BY STATE AND LOCAL BUILDING KITCHEN SINK(ONE&TWO TRAPS,WITH OR 1 X OF TOP PLATE SHALL COMPLY WITH SECTION R602.6.1. CODES. O z WITHOUT DISHWATER&WASTE DISPOSAL) O LAUNDRY TUB 1ORMORE COMPARTMENTS 2 1 NO STUD SHALL BE CUT TO RECEIVE PIPING LARGER THAN 1-1/2"IN DIAMETER. IF THE RUNNING OF PIPES REQUIRES THE CUTTING OF TUB STUD LAVATORY 1 PLATES,PROPER PROVISION SHALL BE MADE FOR TYING TOGETHER AND SUPPORTING ALL STRUCTURAL MEMBERS AFFECTED BY SUCH THE GENERAL CONTRACTOR IS TO PROVIDE AND ALLOW FOR NEW FLOOR FINISHES THROUGHOUT. 10 SHOWER(BASED ON TOTAL FLOW RATE CUTTING. BORED HOLE MAX.DIAMETER 40 THROUGH SHOWERHEADS& THE CONTRACTOR MUST ALLOW AND PROVIDE FOR ALL NEW PLUMBING(GAS,WATER,ETC.),PIPING AND/OR REPIPING AND EQUIPMENT AS 2/"MIN PERCENT OF STUD DEPTH BODYSPRAYS) 30"MIN. flow rate: THE CUTTING OF ANY 2X JOISTS TO FACILITATE THE INSTALLATION OF PIPING WILL ONLY BE PERMITTED WITH THE FOLLOWING LIMITATIONS: MAY REQUIRED. CLEARANCE 5/8/N. MIN TO EDGE 5.7 gpm and less I THE TOP AND BOTTOM EDGE'S OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2",EXCEPT THAT THE NOTCHING OF TOP OR BOTTOM EDGE OF more that 5.7 gpm up to 12.3 gpm 2 JOIST IN THE MIDDLE THIRD OF ITS SPAN WILL NOT BE PERMITTED. more than 12.3 gpm up 125.8 gpm 3 PROVIDE ACCESS TO ATTIC/CRAWL SPACE AREAS BY MEANS OF 24"X18"REMOVABLE PANELS IN CLOSET CEILINGS,OR AS INDICATED ON more than 25.8 gpm up to 55.6 gpm 4 IF CUTTING OF A FLOOR JOIST MORE THAN 2"IS FOUND NECESSARY,A HEADER THE FULL DEPTH OF THE BEAM SHALL BE CUT IN TO SUPPORT DRAWINGS. . 24"MIN. CLEARANCE IN TUB 5/8 IN MINTO EDGE THE END OF THE JOISTS. PROVIDE NEW FULL CAVITY INSULATION IN ACCORDANCE WITH THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE REQUIREMENTS FRONT OF OPENING ALL PLUMBING FIXTURES SHALL BE INSTALLED WHERE PIPES MUST PASS THROUGH JOISTS,HOLES SHALL BE DRILLED TO RECEIVE THE PIPES.THE DIAMETER OF SUCH HOLES SHALL NOT BE AT ALL EXISTING EXTERIOR WALLS AND ROOF ENVELOPE AREAS EXPOSED DURING NEW CONSTRUCTION. NOTCH MUST NOT EXCEED 25 PERCENT OF STUD DEPTH WITH CLEARANCES IN ACCORDANCE WITH VP MORE THAN 1/2"GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE.ALL DRILLING OF HOLES SHOULD BETHROUGH THE NEUTRAL AXIS OR SECTION 307,FIGURE R307.2 OF THE 2020 CENTERLINE OF BEAM WHERE POSSIBLE. WINDOWS: SHOWER WATER CLOSETS IF HOLE IS BETWEEN 40 PERCENT AND 60 RESIDENTIAL CODE OF NEW YORK STATE SA D I K THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN BORED HOLES SHALL NOT BE PERCENT STUD DEPTH, THEN STUD LOCATED IN THE SAME CROSS MUST BE DOO STUD AND ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: SECTION OF CUT OR NOTCH IN TWO SUCCESSIVE STUDS MORE THAN ARE DOUBLED ACCORDANCE WITH TABLE P2903.2. UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; STUD -0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 AND SO BORED PLUMBING SPECIFICATIONS: UP TO 8' BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS SHALL BE FINISHED WITH A NON-ABSORB ENT SURFACE WATER SUPPLY PIPE-COPPER(ASTM B42) RESIDENCE EXTENDING TO A HEIGHT OF LVOT LESS THAN SIX FEET(6')ABOVE THE FLOOR. 4"MIN. 4"MIN. 'R-- 4"MIN. 2"MIN. WATER DISTRIBUTION PIPE-PEX(ASTMF877) SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BALANCE,THE THERMOSTATIC GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES,SIZES,COLOR ETC.W/OWNER PRIOR TO ORDERING I ��I`-- PIPE FITTINGS-PEX(ASTM F877) -�MIXING OR THE COMBINATION PRESSURE BALANCE/THERMOSTATICMIXING VALVE TYPES WITH HIGH LIMIT STOPS. HAZARDOUS GLAZING SHALL COMPLY WITH R308.1&MEET THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS 308.4 WALL NOTCHING & HOLE LIMITS WASTE PIPE-PVC SOR35 2200 Sound Drive ALL POTABLE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AN AIR GAP,ATMOSPHERIC-TYPE VACUUM BREAKER,PRESSURE TYPE ALL WINDOWS&DOORS TO BE BY WEATHER SHIELD'. MUNTIN BARS AS PER ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED TUB Greenport VACUUM BREAKER OR HOSE CONNECTION BACKFLOW PREVENTER. BY OWNER. HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. 21"MIN WC NOT TO SCALE New York, 11944 SEPARATE BRANCH SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM AND KITCHEN.EACH FIXTURE TO BE PROVIDED WITH GENERAL CONTRACTOR TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. CLEARANCE SEPARATE SHUT-OFF VALVES. PSPN518Z ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO R310.1.1.SUCH OPENING SHALL NOT IMPEDE EGRESS IN AN EMERGENCY,SHALL HAVE A MIN. AREA OF (5.7)SF.,WITH A MIN.DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF MSTC52 ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTIONS P2902.4.1 THROUGH P2902.4.5. LAVATORIES RPS28 r, OPENING NO HIGHER THAN 3'-6"ABOVE FINISHED FLOOR. WOOD FRAMED STRUCTURAL_MEMBERS SHALL NOT BE DRILLED,NOTCHED OR ALTERED IN ANY MANNER EXCEPT AS PROVIDED IN SECTION R606.6. ANY WINDOW WITH A INTERIOR SILL HEIGHT OF 24"OR LESS,AND EXTERIOR SILL HEIGHT GREATER THAN 72"SHALL BE •"•• EQUIPMENT WITH A OPENING CONTROL DEVICE COMPLYING WITH R312.2 When a re i s t e r e d design s i n A SOIL OR WASTE PIPE,OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A g g RELIEVING ARCH;OR THERE SHALL BE BUILT INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING ALL SHOWER DOORS AND OTHER GLASS LESS THAN 18"A.F.F.TO BE TEMPERED(MIN.3/16"THICKNESS). professional has Stamped and THROUGH. signed this page (blue ink), they PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOLID AND CONTINUOUS BEARING. are attesting that to the best of his/her knowledge, belief, and DRAIN,WASTE AND VENT PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.1. CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION MAX.D FROM SUPPORT professional judgement, Such SYSTEM AIRFLOW RATE REQUIREMENTS L W4 TER OR, plans and/or specifications are BUILDING SEWER PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.2. TABLE M 1507.3.3(1) II L/3 L/3 VENT PIPE in compliance with the latest THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BYAN AIR GAP OR INTEGRAL BACK-FLOW PREVENTER. ZD NO NOTCHES New York State Building Code. ID THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK. D/3 MAX. /6 MAX. PERMITTED I@ copyright 2021 NUMBER OF BEDROOMS D/6 MAX. 1-° THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE. DWELLING UNIT NSt SSI-5 ca m ALL PLUMBING FIXTURES FIXTURES SHALL BE INSTALLED(WITH CLEARANCES IN ACCORDANCE WITH SECTION 307,FIGURE R307.2 OF THE FLOOR AREA 0-1 2-3 4-6 6-7 >7 RAFTER CEILING JOISTS (80,2.6) CODE. INDICATE SPACING BETWEEN PLUMBING FIXTURES AS PER FIGURE R307.2&NON-ABSORBENT SURFACE AT TUB&SHOWER AS PER (SQUARE FEET) SECTION R307.2. AIR FLOW IN CFM FLOOR JOIST- CENTER CUTS NSI A BOILER ROOM NOTES: Ork 4. < 1,500 30 45 60 75 90 0 t4� ! .0 1.PROVIDE A MINIMUM OF:18"CLEARANCE AROUND BOILER. 8 2.NO GAS OR ELECTRIC METER IN BOILER ROOM. $1,501-3,000 45 60 75 90 105 HH i! 3.BOILER TO BE ON CONCRETE BASE. c 1\ 4.CEILING OVER BOILER ROOM TO BE MINIMUM ONE 1/2 HOUR RATED. HSS2- S 1. �11� 5.BOILER ROOM DOOR TO BE 3/4 HR.FPSC. 3,001-4,500 60 75 90 105 120 c 6.NO STORAGE IN BOILER ROOM. " SUPPLY D/3 MAX. U LINES •" 0 ?670 D/4 MAX. ALL HEATING,VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 13 4,501-6,000 75 90 105 120 135 U •, 0, THROUGH 24 OF THE RESIDE14TIAL CODE OF NEW YORK STATE. ALL LOCAL RULES AND REGULATIONS AND AS SPECIFIED BYTHE LATEST F KIr- s' EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION. 6,001-7,500 90 105 120 135 150 ZDw HSS2-3-SDS1.5 NSI--r ALL MECHANICAL SYSTEMS,EQUIPMENT,APPLIANCES,ETC.MUST BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE PIPE OR D/4 MAX. + ELECTRICAL MANUFACTURER'S SPECIFICATIONS,LISTING/LABEL AND THE CODE.. >7,500 105 120 135 go 150 165 CONDUIT 'r' WIRING •''.••• FILE: 2 IN.MIN.FROM 0 TOP AND BOTTOM (ACTUAL DEPTH) C) 'W-NSI • ° y� ALL FUEL,GAS SPACE HEATING PSPNSJ6Z LOADBEARI APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH A FLAME SAFEGUARD DEVICE,WHICH WILL OF JOIST FLOOR JOIST - END CUTS ° I ` 21137 SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. I ha WALL (withHVAC Griase) Mu°'TG52 SCALE: PSPN5BZ ALL EQUIPMENTSHALL PERFORM IN ACCORDANCE WITH TABLE N1103.1 OF THE CODE. INTERMITTENT WHOLE-HOUSE MECHANICAL VEN'T'ILATION RATE FACTORS R AS NOTED ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TABLE N11035. TABLE M 1507.3.3(2) •.••� `RPS28Z DRAWN BY: DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BESUBJECTTO THE MINIMUM FEDERAL STANDARDS AS PERTABLE N1104.1 AND N1104.2 AS APPLICABLE. RW RUN 4 HOUR EG EACH 25% 33% 50% 66% 75% 100% JOIST NOTCHING & HOLE LIMITS Plumbing, Electrical & HVAC Protection Guards SHEET: ELECTRICAL NOTES: 4 HOUR SEGMENT PROVIDE MECHANICAL VENTILATION FOR BATHROOM AS PER R303.4. AND FOR RANGE HOODS AS PER M1503.WHERE SYSTEMS REQUIREMENTS EXCEED CFM THRESHOLD PER CODE,MAKE UP AIR 15 TO BE PROVIDEDTHROUGH WHOLE HOUSE VENTILATION SYSTEM. FACTOR 4 3 2 1.5 1.3 1.0 NOT TO SCALE NOT TO SCALE STRAPPING CAN BE INSTALLED DIRECTLY TO ROUGH FRAMING OR OVER PLYWOOD SHEATHING. SHEARWALL DETAIL (TYPICAL) NAILING & STRAPPING 0 EXTERIOR F STRAPPING DETAILS CONTACT LOCAL BUILDING DEPT. FOR REQUIRED STRAPPING INSPECTION. W0INDOWS CONTRACTOR TO CO - - - WINDOWS DOOR HEADERS 11F RATIO LIMITS=HIL <31/2 HIP RAFTER PORCH / DECK STRAPPING DETAILS PLYWOOD NOT SHOWN FOR CLARITY SIMPSOAfSTRONG-TIE SOLID BLOCKING @SEAMS NAILING SCHEDULE 'B' : CS20'C01L STRAP SIMPSON STRONG-TIE OVER EVERY RAFTER 'HCP2'(SINGLE HIP RAFTER) ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS 6334 Northern Boulevard (3)80 NAILS \ 'HCP4'(DOUBLE HIP RAFTER) East Norwich, New York 11732 (3)8D NAILS o (5)8D X 1-1/2'NAILS Notation ough A B C D E F ATO RAFTER SIMPSON STRONG-TIE PLYWOOD SHEATHING 8D :OR pening 11 Broadway - Suite 3 6RAF BOARD o (4'X6'POST) COMMON NAILS @6'O.C. A Amityville, New York 11701 o o -ABA44(4 JC4'POST) EDGE 8 FIELD. 2P-0it 7 (1) 2x4 1 1 1 1 -ABA66(6X6'POST) D (2)8o x 1-I/2'NAILS PLATE 3'-0" 7 (1) 2x4 2 2 1 2 516. 308.4646 P h o n e / RAFTER o TO PLATES N °° 4-0" 7 (1) 2x4 2 2 2 2 nBellfo JoeBel oArchitects com o° HOLD DOWN SEE DETAILS C www.JoArchitects.com J SIMPSON STRONG-TIE H2A AT EACH RAFTER TYPICAL POST BASE THIS SHEET 5'-0" 7 (1) 2x4 3 2 2 2 Q (5)8D X B l-1/2'NAILSTO STUD CONNECTION DETAIL 6'-0" 7 (1) 2x4 3 2 3 2 W RAFTER TO RAFTER ROOF RAFTER TO PLATE HIP RAFTER TO 7'-0" 7 (2) 2x4 or(1) 2x6 4 3 3 3 0 8-0" 7 (2) 2x4 or(1) 2x6 4 3 4 3 E S 3 2 X LEDGER FASTENED NOTE: DAT 1 S2 PLATE DETAIL STRUCTURE DATEISSUED: S TO WALL STUD DETAIL _ _ _ TO WALL ST E „ CONNECTION DETAIL 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR 9-0 7 (2) 2x4 or (1) 2x6 5 3 4 3 A •7� JOIST HANGER PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY 1o'-0" 7 (2) 2x6 5 4 5 4 F 9-8-2021 -Working Drawings — (5)8D NAILS 'SIMPSON'H2.5 A SEE BLOCKED AT J OI NTS. 9-21-2021 -Issued to Trustees �. POSEE RSTRAP INGTO BDETAEAM LO 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS 11'-0" 7 (2) 2x6 6 4 5 4 11-08-2021 -Construction Drawings Q. (S5) THIS SHEET. 12'-0" 7 (2) 2x6 6 5 6 5 Q NIPRAFTEREY 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A ® RAFTER SIMPSON'L70 CONTINUOUS LOAD PATH. Notations L. ® - SIMPS V/ MODEL 'N CI.81" -TIE BLOCKING AT ENDWALL A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS MODEL 'NRC1.8!" BEAM JOIST HANGER B. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DOORS} NOTE: LL ° �4 ° "FITE.R ° HIP ° TO WALL STRUCTUREDC. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER 0 ° RAFTER °° TO WALL STRUCTURE D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD ALL STRAPPING TO BE 11/4"x 20 HIP° °° RAFTER PORCH RAFTER RIDGE TO END OF HEADER AT EACH SIDE GAUGE STEEL OR 'SIMP50N' 'f'/pGF u (5)8D NAILS °o CONNECTION E. NUMBER OF JACK STUDS AT EA.END OF HEADERS (ASSUME DBL HEADER) EQUIVALENT-CS20 (COI LED STRAP) SIMPSON STRONG-TIE °° ti BLOCKING F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS (ALL STRAPPING SHALL BE INSTALLED `CS20'COIL STRAP ° ASSEMBLY DETAIL BACK @ 48'o.c. TO END OF SILL(S) AT EACH SIDE(DOES NOT APPLY TO DOORS) PRIOR TO SHEATHING.) OVER EVERY STUD ° a (8)8D NAILS ATTIC ROOF BEAM AMENDMENT: HIP RAFTER TO PORCH ROOF RAFTER COMMON RAFTER TO (J)8D J SPLICING OF TOP PLATES 1 S5TO SEACH END OF STRAP 3S4RIDC�E DETAIL BEAM TO POST DETAIL HIP/VALLEY RAFTER DTL. ----------------- -- WRAP CS20 STRAP CONTINUOUS FROM PORCH BM. OVER ROOF BM. TDP PLATE BACK DOWN TO PORCH FIRST 8 SECOND FL. SPLICE LENGTH (4)80 NAILS 0-P IF CRIPPLE STUDS ARE UTILIZED BM.AS SHOWN TOP PLATE SPLICE REQUIREMENTS SECOND FLR. OVER HEADER, THEN PROVIDE J (B)8D NA/LS EA ONE CSI8 STRAP FROM TOP Building Number of 16d common nails � LENcrH PLATE TO CRIPPLE STUD 8 FROM g Q CUT pEP CRIPPLE STUD TO HEADER LOAD-BEAR'G HOLLOW 1,2,3 SIMPSON STRONG-TIE LENGTH "gP Dimension (ft.) per each side of splice (8)8D NAILS 'CS20'COIL STRAP 4 FIBERGLASS COLUMN BLOCK/NG 2 BAYS " p OVER EVERY STUD 1 ; (8)8D NAILS 12_0 5 W BACK @ 48'D.C. �, CUT EXCEPTION: 16-0" 6 Q ; LENGTH (8)80 NAILS —(3)8D COMMON NAILS AT WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE „ j SIMPSON STRONG-TIE EACH END OF STRAP 20-0 8 V SPAN EVERY JACK 8 KING STUD BLOCKING ISNOT REQUIRED.CLEAR 'CSI8'COIL STRAP OVER PORCH GIRDER THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED V 24'-0" 10 Z - SIMPSON STRONG-TIE W POST TO BEAM'CS20'COIL STRAP I o � STRAPPING SIMPSON H2.5 281-011 11 I.1. OVER EVERY STUD I FIRST FLOOR F16N SrALL 'SIMPSON'CMST16 FOR h r POST 32'-O" 13 FT WIDE SLIDING DOOR z POST BASE (8)80 NAILS NAIL SPACING FOR SHEATHING x QPROVIDE STRAP FOR " EACH JACK STUD h 36-0 14 1. Tabulated splice top plate to top plate EIV A/ r LENGTH WHEN MULTIPLE J4 CK PRESSURE ZONES „ STUDS ARE REQUIRED 40'-0" 16 connection shall not have more than (8)BD MAIL!,-- (8)8o NAILS CONCRETE PIER 50'-On 20 2-16d nails per 6 R�0 2. Tabulated splice assume a building N xs5 HOLLOW PORCH ZONE 1 ZONE 2 ZONE 3 ZONE 4 60'-0" 24 located in Exposure B or C. J (B)8D NAILS 701-011 28 3. Top plates shall be a minimum of stud J COLUMN TO DECK J GABLE STUD WALL FIRST FLOOR TO SECOND JACK STUD AT FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. 80'-0" 32 grade material. S Q ASSEMBLY DETAIL _ PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. <� S7TOS8 N WALL STUD DTL. FLOOR WALL STUD DETAIL HEADER OPENING -- — - — ROOF BEAM y 4 V19 —PORCH ROOF RAFTER TO l 1 v BEAM TOPOST Q o 0 0 0 0 0VQ o ST (8)8D NAILS RMULTIPLE PIECE BEAMS SADIK = SIMPSON STRONG-TIE O O RESIDENCE Q 'CS20'COIL STRAP SIMPSON STRONG-TIE p °° ° (8)8D NAILS OVER EVERY STUD SIMPSON STRONG-TIE 'CS20'COIL STRAP XI SOLID WOOD POST INSIDE CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS(1) —�— c� CS20'COIL STRAP OVER EVERY STUD o ° HOLLOW COLUMN O O O O O O O O O O O O I" ° 2200 Sound Drive W OVER EVERY STUD 1�q'Width Pieces: 4 2 / l 2 4 4 2 1 / 2 4 Greenport (8)BD NA/LS • MINIMUM OF 3 ROWS 10d (3" X 0.128") NAILS AT 12" O.C. New York, ort LIBERGLAR'G HOLLOW 0 • MINIMUM OF 4 ROWS 10d (3" X 0.128") NAILS AT 12" O.C. FOR 14" 0 11944 RIM JOIST BLOCKING FIBERGLASS COLUMN OO O 1 LOAD MUST BE APPLIED EVENLY ACROSS (8)8D NAILS (2)8D NAILS 2 AND DEEPER BEAMS ( ) ENTIRE BEAM WIDTH. OTHERWISE USE (2)8DNAILS I P�PTB a '✓oqQ o R�MJOIst POST BASE INSIDE HOLLOW Q 3 I 3 3 / 3 Q 3 4 3 IF USING 12d (3%") OR LARGER NAILS,THE NUMBER OF NAILING ROWS CONNECTIONS FOR SIDE-LOADED BEAMS. a^ WRAP UNDER pOU (5)BDNA(LS o r o COLUMN(SEEDTL.) O O O O O O O MAY BE REDUCED BY ONE. LI. SILL PLATE WRAP UNDER 'SIMPSON'HZ A ° GABLE ROOFS � HIP ROOFS SILL PLATE o (8)80 NAILS ADDITIONAL NAILING OR BOLTING MAY TOP PL ATE 0° NOTE: 3%"Width Pieces: BE REQUIRED WITH SIDE-LOADED When a registered design JO/ST HANGER CONCRETE FOUNDATION A=4 FEET IN ALL CASES NAILING REQUIREMENTS ARE FOR 120-MPH 3-SEC • MINIMUM OF 2 ROWS Y2" BOLTS AT 24" O.C. STAGGERED MULTIPLE-MEMBER BEAMS. REFER TO professional has stamped and YL• I I��I ��I� Illil (5)8Dx/-112'NAILS SIMPSON STRONG-TIE PEAK GUST. SPACING IS BASED ON 1/2" SHEATHING & 8D COMMON NAILS CURRENT PRODUCT LITERATURE. g page (blue ink), they WALL STUD OVER EVERY STUD Cs20'COIL STRAP signed this are attesting that to the best of I (8)8D X/-/!Z-NAILS III II�IiI his/her knowledge, belief, and iI I (8)8D NAILS (B)8D professional judgement, such IIII II II 0 IdI�' I SOLID POST PORCH ANCHOR BOLT SPECIFICATION TYPICAL EXT. PARTITION TYPICAL EXT, inlacomplianrcspecifications ewith the late t 0 'Nall Stud to Wall Stud to Sill PlateC Cantilevered Wall Stud COLUMN TO FOUND'N New York State Building Code. J O IRim Joist Detail S 11 at Gara a Wall Vto Rim to To Plate Detail TYPICAL TYP/CALg p _ INTERSECTION DETAIL CORNERPOST ©copyright2o21 LLS- 1ASSEMBLY DTL. SPACING CORNERS 44'0.C. 6'mm. BEAM TO JOIST 11°max. FILLER BLOCK !A STRAPPING INSTRUCTIONS : STRAPPING .)HZ.S GAL V �EApp (HOT-DIPPED GAL V.) ° .�� C� J 1. ALL STRAPPING TO BE 1-114"WIDE 20 GA.STEEL PLATE ONE 16d W & Q OR'SIMPSON'EQUIVALENT CS20 COILED STRAP (4)8D NAILS SEE DECK LEDGER TO FILLER !V O ( ) DECK JOIST ° �+ Note:Required UNLESS NOTED OTHERWISE. \ DETAIL.SAME SHT.FOR • • BLOCK �C � 1 O I— q / ATTACHMENT TO HOOSE i TWO 16d THREE 16d W SOLID CORNER POST where note on plans 2. USE STAINLESS STEEL STRAPS&FASTENERS OR € Q TO FILLER � t�'r Q SOLID CORNER POST HOT-DIPPED GALVENIZED WHEN IN CONTACT WITH ! . • ''e. • .• ." •; . ' • o N BLOCK PRESSURE TREATED LUMBER. e. 3 Z 3. INSTALL STRAPPING FOR ALL NEW (4)8D NAILS PORCH GIRDER 16d `SIMPSON'HDU8-SOS2.5 ---.� CONSTRUCTION.AND WHERE NOTED ON PLANS POST TO BEAM STRAPPING PLAN STAGGERED S�.9T 032 0 \ 4. INSTALL STRAPPING FOR EACH OF THE4 12"O.C. F y `SlMPSON'HDU8-SDS2.5 2-16D COMMON NAILS SIMPSON H2.5(HOT-DIPPED GAL V.) 16d 12 O.C. �S L 7/8'DIA. THREADED ROD FOLLOWING: NE f HOLDOWN @ 6'O.C.FOR FULL V Posr •' TO SPACER VERTICAL LENGTH OF STUD F -RAFTER TO RAFTER OVER RIDGE POST BASE STUD IJJ w -RAFTER TO PLATE TO STUD 3'SQ. x 5/16'WASHERS STAGGERED Z BLOCKING @ ENDWALL zz -HIP RAFTER TO PLATE TO STUD 6 t IIIIIEEEJIIIIIIE 11111 8 END NUT SETUP FILE: 0 -COMMON RAFTER TO HIP/VALLEY RAFTER SECOND FLOOR n- WALL ° THREE 16d Z g -END WALL STUDS TO WALL STUDS DOUBLE SILL PLATE 21137 0 718•D/A. THREAED ROD Rigid Insulation STUD BOCK TO ER _ -HEADER TO JACK STUD (SINGLE FOR SLAB ON Fill Void with 10d TOE- tiIACK STUD TO RIM JOIST CONCRETE PIER GRADE APPLICATIONS) Prior to Sheath'g ° SCALE: AS NOTED EMBEDDED 12"INTO W ' ' 7'EMBEDMENT INTO � NAILED RIM JOIST CONCRETE W/'SIMPSON (D -WALL STUD TO RIM JOIST a .: CONCRETE FOUNDATION TO SOLE Z 'SET'ADHESIVE 0 -CANTILEVERED STUD TO WALL BELOW 5/8'DIA.ANCHOR 15'EMBEDMENT INTO 1: -RIM JOIST TO SILL PLATE BOLTS(TYP.) BLOCK FOUNDATIONS SHOE DRAWN BY: IF FOOTING OCCURS , 0 INSTALL (2)#4 DOWELS :4 •. RWC -RAFTER TO LEDGER WITH JOIST HANGER YYv 0 \ 'SIMPSON'HDU8-SDS2.5 �/ FIRST FLOOR U W -RAFTER TO BEAM TO POST POURED ° SHOE SHEET: BEAM TO POST TO FLOOR BEAM CONCRETE •• J HOLDDOWN CONNECTION HOLDDOWN CONNECTION -P SOT TO PIER(FOOTING) DECK STRAPPING BEAM TO POSTWNOALLLDATlON 0 — -- ---- o -JOISTS TO BEAM 1 FOR FIRST FLOOR TO FOUNDATION WALL CONNECTION H2FOR FIRST FLOOR TO SECOND FLOOR CONNECTION ASSEMBLY DETAIL s = SECTION DESIGN LOAD INFORMATION: NAILING SCHEDULE , 1J, '' TABLE 301.5 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE TABLE R402.2 2020 ENERGY CONSERVATION CONSTRUCTION CODE COMPLIANCE STATEMENT: DESCRIPTION OF BUILDING ELEMENTS NUMBER OF NUMBER OF NAIL SPACING - L GROUND SNOW LOAD SEE CLIMATIC DATA GN-1 MINIMUM SPECIFIED COMPRESSIVE COMMON NAILS BOX NAILS THE PROPOSED BUILDING REPRESENTED IN THIS DOCUMENT IS CONSISTENT WITH THE BUILDING PLANS, SPECIFICATIONS,AND STRENGTH (F'c) ROOF FRAMING OTHER CALCULATIONS SUBMITTED WITH THIS PERMIT APPLICATION. THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET THE 2020 ENERGY CONSERVATION CODE REQUIREMENTS.SEE RES CHECK COMPLIANCE REPORT 3 SECOND DESIGN WIND GUST SPEED SEE CLIMATIC DATA GN-1 WEATHER POTENTIAL RAFTER TO TOP PLATE(TOE NAILED) 3-8d 3-10d PER RAFTER TYPE OR LOCATION OF CONCRETE CONSTRUCTION CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST UNINHABITABLE ATTIC W/O STORAGE LL=10 PSF NEGLIGIBLE MODERATE SEVERE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 7-16d 7-40d EACH LAP 6334 Northern Boulevard BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE 2,500 2,500 2,5000 CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 7-16d 7-40d EACH LAP East Norwich, New York 11732 UNINHABITABLE ATTICS W/LIMITED STORAGE LL=20 PSF NOT EXPOSED TO WEATHER COLLAR TIE TO RAFTER(FACE-NAILED) 2-10d 2-12d PER TIE GE'i'1@1'c��E'Ca� b� ��SCf'1�.'C��-�E'� Software HABITABLE ATTICS OR W/FIXED STAIRS LL=30 PSF BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END C®m �' �; C e r'�i f'c a to 11 Broadway - Suite 3 BASEMENT SLABS AND INTERIOR SLABS ON GRADE 2,500 2,500 2,500c Amityville, New York 11701 RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END EXTERIOR BALCONIES & DECKS LL=40 PSF (EXCEPT FOR GARAGE FLOOR SLABS) WALL FRAMING 516. 308.4646 Phone BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, 2,500 3,000d 3,000d TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d1 2-16d1 PER FOOT 516 . 813 . 0924 F a x FIRE ESCAPES LL=40 PSF AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE Project 2200 Sound Dr. Greenport NY Info@JoeBelloArchitects.com GUARDS & HANDRAILS LL=200 PSF STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24„ O.C. Energy Code: 2018 IECC www.JoeBelloArchitects.com PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 2,500 3,000def 3,500def HEADER TO HEADER(FACE-NAILED) 16d 16d 16 o.c.ALONG EDGE Port, New York Sge GUARDS IN-FILL COMPONENTS LL=50 PSF WEATHER, AND GARAGE FLOOR SLABS TOP PLATE OR BOTTOM PLATE TO 2-16d 2-40d PER 2"x4"STUD Construction Type: Aiddidit ti family Project Type: Aon a. AT 28 DAYS PSI. STUD (END-NAILED) 3-16d 3-40d PER 2"x6"STUD Orientation: Bldg. faces 180 deg. from North DATE ISSUED: PASSENGER VEHICLE GARAGE LL=50 PSF b. SEE TABLE R301.2(1) FOR WEATHER POTENTIAL. n Climate zone: 4 (5572 HDD)4-16d 4-40d PER 2nx8 STUD 9-8-2021 -Working Drawings c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Permit Date: ROOMS OTHER THAN SLEEPING ROOMS LL=40 PSF CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE d. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d1'2 2-16d1'2 PER FOOT Permit Number: 9-21-2021 -Issued to Trustees d. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT(% BY VOLUME CONCRETE) SHALL ENDJOIST OR BLOCKING(FACE-NAILED) Construction Site: Owner/Agent: Designer/Contractor: 11-08-2021 -Construction Drawings SLEEPING ROOMS LL=30 PSF NOT BE LESS THAN 5% OR MORE THAN 7%. FLOOR FRAMING 2200 Sound Drive Luan Sadik Robert Conway e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PERJOIST Greenport, New York 11944 2200 Sound Drive Bello Architects STAIRS LL=40 PSF f. FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENTGreenport, New York 11944 6334 BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END (% BY VOLUME OF CONCRETE) TO NOT LESS THAN 3% IS PERMITTED IF THE SPECIFIC 917-95 Northern Blvd BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END Isadik@aol.coaol.com East Norwich, NEW YORK 11732 COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 PSF 516-308-4646 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS: BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK Rob@joebelloarchitects.com TABLE 301.7 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST ALLOWABLE WIND-BORNE DEBRIS PROTECTION FASTENING JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST N STRUCTURAL MEMBER TABLE R301.2.1.2 l� ll;a="".= . DEFLECTION SCHEDULE FOR WOOD STRUCTURAL PANELS BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST Compliance: 1.2%Better Than Code Maximum UA: 737 Your UA: 728 Maximum SHGC: 0.40 Your SHGC: 0.19 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d1 3-16d1 PER FOOT The%u Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. RAFTERS HAVING SLOPED GREATER THAN 3:12 L It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. W/FINISHED CEILING NOT ATTACHED TO RAFTERS /180 a,b,c,d ROOF SHEATHING Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade _ INTERIOR WALLS AND PARTITIONSFASTENER SPACING WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/6" FIELD assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. H/180 FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT STRUCTURAL PANELS @ GABLE RAKE OVERHANGS 8d 10d 4" EDGE/4" FIELD FLOORS L/360 <4 FOOT < PANEL SPAN < PANEL SPAN DIAGONAL BOARD SHEATHING Envelope Assemblies AMMENDMENT: - CEILINGS W/BRITTLE FINISHES (INC. PLASTER &STUCCO) L/360 < 6 FOOT < 8 FOOT 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT- - r� 16 10 8 ��... -.. `" Ak,r #8 1x10 or WIDER 3-$d 3-10d PER SUPPORT -- �^ . �+.4�_ i,rn. CEILINGS W/FLEXIBLE FINISHES (INC.GYPSUM BOARD) L/240 W/2 EMBEDMENT LENGTH CEILING SHEATHING Roof: steel joist/Rafter, 16in.o.c. 2,548 35.0 0.0 0.053 0.026 135 66 ALL OTHER STRUCTURAL MEMBERS L/240 GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/ 10" FIELD / #10 WOOD SCREWS1st Floor-Front Wall:Wood Frame, 16"o.c. �� WALLSHEATHING Orientation: Front 633 15.0 0.0 0.077 0.060 41 32 EXT. WALLS-WIND LOAD W/PLASTER OR STUCCO FINISH H/360 W/2" EMBEDMENT LENGTH 1611 12 9 WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/ 12" FIELD Door: Glass Door(over 50%glazing) SHGC:0.20 57 0.280 0.320 16 18 EXT. WALLS-WIND LOAD W/ OTHER BRITTLE FINISH H/240 Y�� STRUCTURAL FIBERBOARD PANELS Orientation: Front 74" LAG SCREWS ,1 11 GA.GALV ROOFING NAILS _ N H Window: Metal Frame w/Thermal Break EXT. WALLS-WIND LOAD W/ FLEXIBLE FINISHES H/120 W/2" EMBEDMENT LENGTH 16" 16" 16" 1/2 (0.120'x1-1/2'L0NGx7/1V HEAD) 3 EDGE/6 FIELD SHGC:0.16 45 0.320 0.320 14 14 25/321' 11 GA.GALV ROOFING NAILS _ 3" EDGE/6" FIELD Orientation: Front (0.120"x 1-3/4"LONG.3/e'HEAD) LINTELS SUPPORTING MASONRY VENEER WALLS L/600 A.THIS TABLE IS BASED ON 180 MPH WIND SPEEDS AND A 45-FOOT MEAN ROOF HEIGHT. GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD 2nd Floor-Front Wall:Wood Frame, 16"o.c. 780 29.0 0.0 0.049 0.060 29 36 / B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. orientation: Front HARDBOARD 8d 8d 6" EDGE/12" FIELD Window 1: Metal Frame wt Thermal Break FASTENERS SHALL BY LOCATED NOT LESS THAN 1" FROM THE EDGE OF THE PANEL. PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURE) SHGC: gle to ion: Front 186 0.320 0.320 60 60 PRESUMPTIVE LOAD-BEARING VALUES OF FOUND. MAT. C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT DIAGONAL BOARD SHEATHING 1st Floor-Right Wall:Wood Frame, 16"D.C. Orientation: Right side 376 15.0 0.0 0.077 0.060 28 22 TABLE 401.4.1 LESS THAN 2 Y2" FROM EDGE OF CONCRETE BLOCK OR CONCRETE. 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT Window ti Metal Frame w/Thermal Break STRUCTURAL MEMBER LOAD BEARING D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 1"x10" or WIDER 3-8d 3-10d PER SUPPORT SHGC:0.16 13 0.320 0.320 4 4 PRESSURE(PSF) VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS Orientation: Right side THAN 1,500 POUNDS FLOOR SHEATHING CRYSTALLINE BEDROCK 12,000 WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF�6" (11.1mm) AND A SPAN OF NOT 1"OR LESS 8d 10d 6" EDGE/12" FIELD Project Title: 2200 Sound Dr. Greenport NY Report date: 11/04/21 Data filename: Page 1 of 10 SEDIMENTARY AND FOLIATED ROCK 4,000 MORE THAN 8 FEET(2438 MM) SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE SECURED GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD SANDY GRAVEL/AND OR GRAVEL(GIW&GP) 3,000 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE DIAGONAL BOARD SHEATHING COMPONENT AND CLADDING LOAD DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT SAND, SILTY SAND, CLAYEY SAND, 2,000 ASCE 7, WITH THE PERMANENT COROSSION-RESISTANT ATTACHMENT HARDWARE PROVIDING AND 1"x10"or WIDER 3-8d 3-10d PER SUPPORT SILTY GRAVEL AND CLAYEY GRAVEL ANCHORS PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT IS ACCORDANCE WITH TABLE 301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET (12,728 MM) OR 1. NAILING REQUIREMENTS ARE BASED ON WALLSHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, IK 1,500b EDGE.ALTERNATIVE NAILING SCHEDUALES SHALL BE USED WHERE WALLSHEATHING IS REDUCED. FOR SA D SILT AND SANDY SILT LESS WHERE THE ULTIMATE WIND SPEED IS 180 MPH (290KPH) OR LESS EXAMPLE,IF WALLSHEATHING IS NAILED 3 INCHES ON-CENTER ATTHE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR RESIDENCE b. WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF ALTERNATE CONNECTORS,SHALL BE USEDTO MAINTAIN THE LOAD PATH. LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE NOTE: 2. WHEN WALLSHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF -�- ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS MIN. WIDTH OF CONCRETE OR MASONRY FOOTINGS TO COMPLY WITH TABLE R403.1 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. 2200 Sound Drive INVESTIGATION. Greenport 6" DIAMETER New York, 11944 A35 FRAMING SHEATHING Y A APA PORTAL NOTES: ----� ANCHOR < 17 'FRONT'OR SWHD-02A' 1. STRONG-WALL SHEARVWALL IS MANUFACTURED BY SIMPSON STRONG-TIE REFLECTIVE RED REFLECTIVE WHITE • STAMPED ON PLATE PANTONE#187 DOUBLE TOP- � WASHER 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE TO THE When a registered design X A DRAWINGS INSTALLATION GUIDE,T-SWGUIDE. MODIFICATIONS TO THIS PRODUCT professional has stamped and MAXIMUM X AND THE STRONG-WALL AND ASSOCIATED SYSTEMS OR CHANGES IN THE signed this page (blue ink), they STRONG-WALL VIEW A-A INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE INSTALLATION are attesting that to the best of TOP PLATES �• GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL his/her knowledge, belief, and 78'(MAX)D/A. HOLE ENGINEER. THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED professional judgement, such ONLY ONE HOLE/N INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. REFER plans and/or specifications are PRE-INSTALLED SHEATH/NG HOLDOWN in compliance with the latest /'(MAX.)D/A.HOLE TO I.C.B.O. PFC-5485 FOR FURTHER INFORMATION. New York State Building Code. SDS%X6" NUT&PLATE WASHER SCREWS THROUGH CENTER OF POST. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. CROSS HATCHED AREA IN PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG-WALL SYSTEM. IF © copyright 2021 (TYPICAL EACH POST) ANY DISCREPANCIES AR E FOUND,THEY SHALL BE BROUGHT TO THE ATTENTION OF A a THE PROJECT ARCHITECT PROJECT ENGINEER OR BUILDING DESIGNER FOR ALL THREAD ROD � � COUPLER NUT CLARIFICATION PRIOR TO CONSTRUCTION. H (U/'(MAX.)DIA. HOLE 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL IN RELATION -(E�'E qD RC,S� THROUGH ( OF BLOCKING WITNESS HOLES n VISIBLE FOR TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. 1�2 �� ' e �' INSPECTION STROKE TOP PLA TE CONNECTION 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING The construction type O BEARING PLATE W/ designation shall be , t SDs iX24 scREws OFFICIAL.. "r',"ll","III","IV'or.,V. rye STRONG-WALL POST 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST to indicate the construction (STUD SHOE REMOVED ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER LOCAL, classification of the _. y FOR CLARITY) STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS a32 :7� O� TYPICAL LOCATION OF HOLE o REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. COMPONENTS THAT ARE OF T O3 EJ n ... 7.THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE TRUSS TYPE CONSTRUCTION a STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, `:. ■ �.F,� FLOOR CONSTRUCTION,INCLUDING w ANCHOR ° ° INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORCES ''�`� ■ ■ GIRDERS AND BEAMS FILE: W/7XMINIMUMCONCRETE °a ° FROM THE STRUCTURE TO THE GROUND IS THE RESPONSIBILITY OF THE DESIGNER. ■ ■ "R" ROOF FRAMING LL' EMBEDMENT a 8. SIMPSON STRONG-TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE BUILDING �� 21137 SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH FR FLOOR AND ROOF FRAMING SCALE: ssrsze !'MAXIMUM DIAMETER HOLE IN FRAMING MEMBERS. STANDARDS AND CODESCHANGES. ONLY ONE HOLE PER MEMBER AS NOTED 9. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. DRAWN 8Y: GARAGE PORTAL STRONG-WALL SILL CONNECTION RWC TYPICAL APA PORTAL DETAIL TRUSS TYPE CONSTRUCTION SIGN SPEC, SHEET: NOT TO SCALE NOT TO SCALE 1&1111111 ATTIC INSULATION ATTIC FLOOR FRAMING `' TABLE R 402.4.1.1 RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" [ ' ENERGY CONSERVATION CODE. FIREPLACE ENCLOSURE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE AIR BARRIER AND INSULATION INSTALLATION SITE BUILT ATTIC ENCLOSURE- MECHANICALLYSECURED INSULATED TO T.O. SECOND FLOOR CEILINGRIGID INSULATION ENERGY CONSERVATION NOTES: _ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA FIRESTOP BLOCKING PREFABRICATED CHAPTER 1: SCOPE AND ADMINISTRATION: INSULATED CHIMNEY GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SUPPORT BLOCKING FOR 6334 Northern Boulevard R 104 INSPECTIONS: BUILDING ENVELOPE. SEALING MATERIAL. THIN PROFILE STRUCTURAL ZIP TAPE OR EQUIVALENT East Norwich, New York 11732 SHEATHING R104.4 APPROVED INSPECTION AGENCIES. THE CODE OFFICIAL IS AUTHORIZED TO ACCEPT THE EXTERIOR THERMAL ENVELOP CONTAINS A SEALANT OR ADHESIVE -�- REPORTS OF THIRD PARTY INSPECTION AGENCIES NOT AFFILIATED WITH THE BUILDING 11 Broadway - Suite 3 CONTINUOUS AIR BARRIER. SEALANT OR ADHESIVE THIN PROFILE STRUCTURAL Amityville, New York 11701 0 DESIGN OR CONSTRUCTION, PROVIDED SUCH AGENCIES ARE APPROVED AS TO BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. SHEATHING AS ENCLOSURE LINER MECHANICAL LATCH TO PRESSURE QUALIFICATIONS AND RELIABILITY RELEVANT TO THE BUILDING COMPONENTS AND SYSTEMS PREFABRICATED FIREPLACE Q SEAL AT WEATHERSTRIPPING CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL MANUFACTURED PULL DOWN STAIR 51 6. 3 0 8. 4 6 4 6 P h o n e THEY ARE INSPECTING. RIGID INSULATION WITH WOOD BLOCKING 5 16 . 8 13 . 0 9 2 4 F a x BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE BE ALIGNED WITH THE AIR BARRIER. TAPED AND SEALED JOINT0 I nfo@JoeBelloArchitects.com R 106 REFERENCED STANDARDS: AIR BARRIER SHALL BE SEALED. DRAFTSTOP o www.JoeBelloArchitects.com SEALANT OR ADHESIVE O ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL ZIP TAPE OR EQUIVALENT AROUND FOUR EDGES R106.2 APPLICATION OF REFERENCES. REFERENCES TO CHAPTER OR SECTION NUMBERS, DOORSTO UNCONDITIONED ATTIC SPACE SHALL BE SEALED. ALL JOINTS v/ OR TO PROVISIONS NOT SPECIFICALLY IDENTIFIED BY NUMBER, SHALL BE CONSTRUED TOTYPICAL AI RSEAL & INSULATION I REFER TO SUCH CHAPTER, SECTION OR PROVISION OF THIS CODE. WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATES CAVITIES WITHIN CORNERS AND HEADERS OF FRAMING DATE ISSUED: SHALL BE SEALED. SHALL BE INSULATED BE COMPLETELY FILLING THE CAVITY SEALANT OR ADHESIVE � PULL DOWN ATTIC STAIRS CHAPTER 4: RESIDENTIAL. ENERGY EFFICIENCY: WITH A MATERIAL HAVING ATHERMAL RESISTANCE OF 9-8-2021 -Working Drawings THE JUNCTION OF THE TOP PLATE AND THE TOP OF R-3 PER INCH MINIMUM. 9-21-2021 -Issued to Trustees R401 GENERAL: EXTERIOR WALLS SHALL BE SEALED. ZIP TAPE OR EQUIVALENT 11-08-2021 -Construction Drawings EXTERIOR THERMAL ENVELOP INSULATION FOR FRAMED ALL JOINTS NOT TO SCALE KNEE WALLS SHALL BE SEALED. WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT R401.2 COMPLIANCE. PROJECTS SHALL COMPLY WITH ONE OF THE FOLLOWING : AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. RIGID INSULATION SEALANT 1. SECTIONS R401 THROUGH R404. WINDOWS,SKYLIGHTS,AND THE SPACE BETWEEN WINDOWS/DOOR JAMBS AND 2. SECTION R405 AND THE PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED DOORS FRAMING,AND SKYLIGHTS AND FRAMING SHALL BE SEALED. "MANDATORY." \//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\ 3. AN ENERGY RATING INDEX (ERI) APPROACH IN SECTION R406 RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER. RIM JOIST SHALL BE INSULATED. CEILING DRYWALL TAPED TO R402 BUILDING THERMAL ENVELOPE: FLOORS(INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED \\\\��j\/\\/\\/\\/\\/\\\\/ // // // // // // GARAGE AND CANTILEVERED EDGE OF INSULATION. TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE \�\�\\�\\�\\�\\�\N WALL DRYWALL OF SUBFLOOR DECKING OR FLOOR FRAMING CAVITY R402.1 GENERAL(PRESCRIPTIVE). THE BUILDING THERMAL ENVELOPE SHALL MEETTHE FLOORS) \ \\ \\ \\ \\ \\ INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH REQUIREMENTS OF SECTIONS R402.1.1 THROUGH R402.1.5 THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION \//\\//\\//\\//\\ DRYWALL CAULKED, GLUED OR INSTALLED ON THE UNDERSIDE OF THE FLOOR FRAMING //\//\//\//\/ GASKETED TO TOP PLATE R402.1.2 INSULATION AND FENESTRATION CRITERIA. THE BUILDING THERMAL ENVELOPE AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL SHALL MEET THE REQUIREMENTS OF TABLE 402.1.2, BASED ON THE CLIMATE ZONE PERIMETER FLOOR FRAMING MEMBERS. ///// / / AMMENDMENT: SPECIFIED IN CHAPTER 3. CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE CRAWL SPACE INSULATION,WHERE PROVIDED INSTEAD / / / / / COVERED WITH A CLASS 1 VAPOR RETARDED WITH OF FLOOR INSULATION,SHALL BE PERMANENTLY DRYWALL CAULKED, GLUED OR R402.4 AIR LEAKAGE (MANDATORY). THE BUILDING THERMAL ENVELOPE SHALL BE OVERLAPPING JOINTS TAPED. ATTACHED TO THE WALLS. /////// / / // //\// GASKETED TO BOTTOM PLATE CONSTRUCTED TO LIMIT THE AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF \� �j\�j SECTION R402.4.4 THROUGH R402.4.4. SHAFTS, PENETRATIONS DUCTSHAFTS,UTILITY PENETRATIONS,AND FLUE SHAFTSA \ / BOTTOM PLATE CAULKED OR R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL GASKETED TO SUBFLOOR HAVING AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES PER HOUR IN CLIMATE BE SEALED. ZONES I AND II, AND THREE AIR CHANGES IPER HOUR IN CLIMATE ZONES 3 THROUGH 8. NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR AI RSEAL LOCATIONS (PREFAB. FIRE PLACE) NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT R GASKETED GLUED,CAULKED O R403 SYSTEMS: ON INSTALLATION READILY CONFORMS TO THE AVAILABLE NOT TO SCALE OR GASKETED TO RIM JOIST CAVITY SPACE. R403.1 CONTROLS (MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE CEILING DRYWALL TAPED TO EACH SEPARATE HEATING AND COOLING SYSTEM. AND CONDITIONED SPACES. FLUE WALL DRYWALL R403.3.1 INSULATION (PRESCRIPTIVE). SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING INSULATED TO A MINIMUM OF R-8 WHERE 3 INCHES IN DIAMETER AND GREATER AND R-6 THERMAL ENVELOP SHALL BE SEALED TO THE FINISHED THERMAL ENVELOP SHALL BE AIR TIGHT AND IC RATED. HIGH TEMPERATURE DRYWALL CAULKED, GLUED OR WHERE LESS THAN 3 INCHES IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER SURFACE. SEALANT GASKETED TO TOP PLATE PORTIONS OF THE BUILDING SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 INCHES PLUMBING AND WIRING N EXTERIOR WALLS, BATT INSULATION SHALL BE CUT IN DIAMETER OR GREATER AND R-4.2 WHERE LESS THAN 3 INCHES IN DIAMETER. NEATLYTO FITAROUND WIRING AND PLUMBING,OR TWO HALVES FIRESTOP INSULATION THAT ON INSTALLATION READILY CONFORMS NAILED IN PLACE BOTTOM PLATE CAULKED OR TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND GASKETED TO SUBFLOOR R404 ELECTRICAL POWER AND LIGHTING SYSTEMS: WIRING R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE LAMPS SHOWER/TUB ON EXTERIOR THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWER AND TUBS SHALL IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT WALL ADJACENT SHOWER AND TUB SHALL SEPARATE THE WALL BE INSULATED. LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL FROM THE SHOWER OR TUB. • CONTAIN ONLY HIGH-EFFICACY LAMPS. ELECTRICAL/PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL EXTERIOR WALLS OR COMMUNICATION BOXES OR AIR-SEALED BOXES SHALL SA D R406 ENERGY RATING INDEX COMPLIANCE ALTERNATIVE: BE INSTALLED. LL IK SEALANT,ADHESIVE BOTTOM PLATE/ RIM JOIST CAULKED OR RESIDENCE R406.6.2 COMPLIANCE REPORT. COMPLIANCE SOFTWARE TOOLS SHALL GENERATE A HVAC REGISTER BOOTS HVAC SUPPLY AND RETURN REGISTER BOOTS THAT OR GASKET GASKETED REPORT THAT DOCUMENTS THAT THE ERI OF THE RATED DESIGN COMPLIES WITH SECTIONS PENETRATE BUILDING THERMAL ENVELOP SHALL BE SEALED • -�- R406.3 AND R406.4. THE COMPLIANCE DOCUMENTATION SHALL INCLUDE THE FOLLOWING TO THE SUBFLOOR,WALL COVERING,OR CEILING 2200 Sound Drive INFORMATION: PENETRATED BYTHE BOOT. GWB CEILING Greenport CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED,CONCEALED FIRE New York, 11944 1. ADDRESS OR OTHER IDENTIFICATION OF THE RESIDENTIAL BUILDING. SPRINKLERS SHALL ONLY BE SEALED IN A MANNERTHAT IS 2. AN INSPECTION CHECKLIST DOCUMENTING THE BUILDING COMPONENT RECOMMEND BY THE MANUFACTURE.CAULKING OR CHARACTERISTICS OF THE RATED DESIGN. THE INSPECTION CHECKLIST SHALL SHOW OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL AI RSEAL LOCATIONS (FLUE) RESULTS FOR BOTH THE ERI REFERENCE DESIGN AND THE RATED DESIGN, AND SHALL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND DOCUMENT ALL INPUTS ENTERED BY THE USER NECESSARY TO REPRODUCE THE WALLS OR CEILINGS. RESULTS. A. IN ADDITION, INSPECTITION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400 NOT TO SCALE TYPICAL A I RS EAL LOCATIONS (WALL) When 3. NAME OF INDIVIDUAL COMPLETING THE COMPLIANCE REPORT. i registered design professional has stamped and 4. NAME AND VERSION OF THE COMPLIANCE REPORT. NOT TO SCALE signed this page (blue ink), they are attesting that to the best of his/her knowledge, belief, and professional judgement, such plans and/or specifications are in compliance with the latest TABLE R 402.1.2 WINDOW SPECIFICATIONS. TYP. DUCT GA. 24 ALUMINUM SHEET New York State Building Code. INSULATION & FENESTRATION HANGER METAL CLADDING FOR ©copyright 2021 MANUFACTURER:WEATHER SHIELD EXPOSED DUCT ONLY NON EXPANDING FOAM REQUIREMENTS BY COMPONENT R-8 FIRE RETARDANT SEALANT OR CAULK DUCT INSULATION WITH AI RSEAL LOCATIONS (WINDOW)VISIBLE LIGHTALUMINUM FOIL VAPOR TYPE U VALUE SHGC TRANSMITTANCE BARRIER. BUBBLE WRAP C?�� INSULATION NOT cry �O CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD CASEMENT 0.26 0.17 0.39 PERMITTED ZONE U-FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL SHGC R-VALUE I/ HOT WATER PIPE AWNING 0.24 0.16 0.32 p32 >7fl Q` TYP. AIR DUCT --- NE`I`L 4 EXCEPT 0.32 0.55 0.40 49 20 OR MARINE 13+5 =_ __ DOUBLE HUNG 0.27 0.18 0.40 5DOOR SCHEDULE ° unless noted + otherwise on plan .•� MARK TYPE MANUFACTURE ` � � � CATALOG # SIZE SWING MATERIAL REMARKS Double Top Plate 2 = FIRST FLOOR 2 6 100 EXTERIOR GRADE ENTRY DOOR 'SIERRA PACIFIC' TIMBER CURTAIN WALL SYSTEM SEE DETAILSCH-2 LH SEE DETAILSCH-2 6334 Northern Boulevard Window Header '' ` (see plan) East Norwich, New York 11732 101 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 6'-8" POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES 102 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 6'-8" RH MDF —� 1"thi.-k rigid insulation filler 1 1 Broadway - Suite 3 (Typical in ext.walls) 103 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 6'-0" X 6'-8" DBL POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES Amityville, New York 11701 104 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 V-0" X 6'-8" LH / RH MDF 105 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-8" X 6'-8" LH RH MDF 516. 308.4646 P h o n e Window Head '• _' '' 516 . 813 . 09 2 4 F a x 7'-0"A.F.F.(typical} 106 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-6" X 6'-8" RH MDF Info@JoeBelloArchitects.com www.JoeBelloArchitects.com 107 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' V-0" X 6'-8" BYPASS MDF TYPICAL HEADER TYPICAL DOOR JAMB 108 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6'-8" LH MDF 109 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-4" X 6'-8" RH MDF DATE ISSUED: 110 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 4'-4" X 6'-8" BYPASS MDF 9-8-2021 -Working Drawings 111 INTERIOR FIRE RATED DOOR 'TRUE STILE' 'EXISTING' 3'-0" X 6'-8" LH MDF & METAL 3/4 HOUR FIRE PROOF SELF CLOSING DOOR 9-21-2021 - Issued to Trustees 112 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-4" X 6'-8" LH MDF 11-08-2021 -Construction Drawings 113 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6'-8" RH MDF 114 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-6" X V-8" POCKET MDF Gyp.Board Casing to be selected 115 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-6" X 6'-8" LH MDF (typical) 1/4"reveal \ 116 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6-8" RH MDF (typical) 117 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6'-8" RH MDF \ �\ 118 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-8" X G-8" LH / RH MDF 1"x Flat Poplar 119 SLIDING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 11'-10" X 6'-8" SLIDING GLASS & CLAD to be painted \ 120 SLIDING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 11'-10" X 6'-8" SLIDING GLASS & CLAD Shim space 121 SLIDING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 11'-10" X 6'-8" SLIDING GLASS & CLAD 122 IN-SWING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 2'-8" X 6'-8" RH GLASS & CLAD AMMENDMENT: / 123 EXTERIOR SOLID WOOD DOOR 'EXISTING' 'EXISTING' 2'-4" X 6'-8" LH WOOD / 124 EXTERIOR SCREEN DOOR 'EXISTING' 'EXISTING' 3'-0" X 6'-8" LH WOOD Rough Opening O 125 EXTERIOR SCREEN DOOR 'EXISTING' 'EXISTING' 3'-0" X 6'-8" RH WOOD (see plan) - 126 EXTERIOR SCREEN DOOR 'EXISTING' 'EXISTING' 3'-0" X 6'-8" RH WOOD 127 OVER HEAD GARAGE DOOR 'CLOPAY' 'CANYON RIDGE LOUVER' 18'-0" X 7'-0" OVERHEAD tINSULATED STEEL LOUVER STYLE -SEE ELEVATION MEASURE EX. R/O PRIOR TO ORDER TYPICAL CASED OPENING SECOND FLOOR / 200 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" RH MDF 201 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-6" X 7'-0" POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES / 202 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 4'-0" X 7'-0" DBL POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES / 203 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF 204 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-0" X 7'-0" POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES TO"B" / 205 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" LH MDF TO"B" 206 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 4'-0" X 7'-0" LH / RH MDF 207 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF FROM"A" FROM"A" 208 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 4'-0" X 7'-0" LH / RH MDF LEFT HANDED RIGHT HANDED TYPICAL INTERIOR DOOR 209 INTERIOR SOLID CORE DOOR TRUE STILE TS2020 2'-8" X 7,- 11 0LH MDF 210 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-6" X 7'-0" RH MDF 211 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8"X 7'-0" LH MDF + WINDOW NOTES: INTERIOR DOOR NOTES: 212 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF SQ D I K 1. ALL WINDOWS AND EXTERIOR FRENCH DOORS BY'WEATHER SHIELD'4-9/16" 213 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" RH MDF RESIDENCE JAMBS WHERE 2X4 STUDS. HARDWARE AS SELECTED BY OWNER. (TYPICAL FOR 1. ALL INTERIOR DOORS TO BE SELECTED BY OWNER 214 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" RH MDF WINDOWS IN NEW 2X6 WALL CONSTRUCTION) NEW WINDOW IN EXISTING 2X6 2. ALL INTERIOR DOORS ARE TO HAVE —�— WALL CONSTRUCTION TO HAVE 6 9/16"JAMBS. GENERAL CONTRACTOR TO -STICKING AND PANELS AS NOTED 215 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" LH MDF FIELD VERIFY WINDOW SCHEDULE TO INSURE PROPER JAMB SIZES PRIOR TO -5/4"JAMBS WITH SQUARE CORNER HINGES 216 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0RH MDF 2200 Sound Drive " PLACING ORDER. Greenport - 1/2" X 1-5/8" OG STOPS. 217 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF New York, 11944 2. WINDOW GLAZING SHALL COMPLY WITH HAZARDOUS LOCATION AS SET FORTH BY 3. ALL DOORS TO BE PAINT GRADE MDF U.O.N. ON 218 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 11172 XO 11'-0" X 7'-2" SLIDING CLAD & GLASS 2015 IRC R308.1 AND MEET THE CRITERIA FOR CATEGORY !!AS INDICATED IN 2020 DOOR SCHEDULE. 219 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 11172 XO 11'-0" X 7'-2" SLIDING CLAD & GLASS RCNYS R308.3 SEE GN-04 4. FINAL QUANTITY TO BE VERIFIED BY CONTRACTOR. 3. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 5. AT POCKET DOOR UNITS,ADD 1"TO LEFT HAND SIDE 220 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 151072 OXXO 15'-8%8" X 7'-2" SLIDING CLAD &GLASS RCNYS, PART R310.1.1. SUCH OPENING SHALL NOT IMPEDE EGRESS IN AN STILE (FROMW TOW)AND TOP RAIL TO ACHIEVE 221 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 151072 OXXO 15'-8%" X 7'-2" SLIDING CLAD & GLASS When a registered design EMERGENCY, SHALL HAVE A MIN. AREA OF FIVE (5.7) SQ•FT, WITH A MIN. EQUAL STILES AFTER INSTALLATION OF FINISHED professional has stamped and DIMENSION OF 20" IN WIDTH, AND MIN. DIMENSION OF 24" IN HEIGHT,WITH JAMBS AT TRIM. ATTIC signed this page (blue ink), they BOTTOM OF OPENING NO HIGHER THAN 42 A.F.F. 6. VERIFY ALL SWINGS WITH PLANS. are attesting that to the best of 300 PULL DOWN ATTIC STAIRS 'AS SELECTED BY OWNER' FLUSH PANEL 2'-6"X 4'-0" MIN. PULL DOWN ALUMINUM UNITSELECTED SHALL BE INSULATED W/AIR SEAL, MIN 300# RATED his/her knowledge, belief, and 4. 'WEATHER SHIELD' REPRESENTATIVE IS TO FIELD MEASURE EXISTING WINDOWS,TO 7. ALL DOORS, DOOR TRANSOMS, AND ADJACENT 301 INTERIOR SOLID CORE DOOR 'AS SELECTED BY OWNER' 'AS SELECTED BY OWNER' 4'-0"X 6'-8" LH / RH MDF & METAL 3/4 HOUR FIRE PROOF SELF CLOSING DOOR professional judgement, such BE REPLACED & IS TO FIELD VERIFY EXISTING R.O./M.O. PRIOR TO ORDERING SIDELITES TO BE TEMPERED GLASS,AS PER 2020 plans and/or specifications are NYSRC in compliance with the latest WINDOWREPLACEMENT UNITS. IN COORDINATION W/GENERAL CONTRACTOR. SCHEDULE New York State Building Code. 5. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE DESIGNED TO RESIST THE ©copyright 2021 DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2)ADJUSTED FOR HEIGHT AND WINDOW SPEC: MARK TYPE MANUFACTURER UNIT SIZE CATALOG # LITE CUT QTY U VALUE SHGC REMARKS: EXPOSURE PER TABLE R301.2(3). UNITS SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY, AND BEAR A LABEL IDENTIFYING MANUF. A SERIES: SIGNATURE SLIDING WINDOW EXISTING 2'-8" x 1'-0" N/A N/A 4 PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO ��RED ARC INDICATED COMPLIANCE WITH THE REQUIREMENTS OF AAMA/NWWDA 101/1.5.2. INTERIOR FINISH: PRIMED INTERIOR B CASEMENT 'WEATHER SHIELD' 2'-112" x 4'-112" 3050 SEE ELEVATION 9 EGRESS COMPLIANT - 212/213/214 TEMPERED �`' M e y% EXTERIOR FINISH: BLACK FIXED 'WEATHER SHIELD' 6'-52" x 9'-1112" 65102 SEE ELEVATION 1 TEMPERED 6. WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS HARDWARE: RUSTIC BRONZE 7/8"SDL MUNTIN BARS AS PER ELEVATIONS O CASEMENT 'WEATHER SHIELD' 2'-312" x 4'-52" 2446 SEE ELEVATION 3 MEETING THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED THERIN., PROTECTIVE PLYWOOD PANELS SHALL BE NOTE:CORDINATE FINAL COLOR AND OPTION AWNING 'WEATHER SHIELD' 3'-112" x 2'-112" 4030 SEE ELEVATION 1 u� MARKED AND STORED ON SITE. SELECTION WITH OWNER PRIOR TO ORDERING ��' 03 x;70 4� 7. 'WEATHER SHIELD' REPRESENTATIVE IS TO SUPPLY THE CONTRACTOR WITH LATEST G FIXED EXISTING 1 4t=0 i,6 -9 t- 1 t' N/A N/A 1 9T yo CUTSHEET OF R.O. AND M.O. FOR SPECIFIED UNITS. CONTRACTOR TO COORDINATE CASEMENT WEATHER SHIELD 1 112 x4 112 2050 SEE ELEVATION 1 TEMPERED FoFN REQUIRED OPENINGS. 0 FIXED 'WEATHER SHIELD' 3'-112" x 4'41%" 4050 SEE ELEVATION 1 TEMPERED 0 FIXED 'WEATHER SHIELD' 2'-11%" x4'-112" 3050 SEE ELEVATION 1 TEMPERED FILE: 8. CONTRACTOR TO COORDINATE UNIT SIZE, REQUIRED R/O AND M/O WITH WINDOW 21137 MANUFACTURES SHOP DRAWINGS AWNING 'WEATHER SHIELD' 2'412" x 2'412" 3030 SEE ELEVATION 3 TEMPERED SCALE: K CASEMENT TRANSOM 'WEATHER SHIELD' 2'-112" x V-112" 3020 SEE ELEVATION 2 AS NOTED I- FIXED 'WEATHER SHIELD' 4'412" x 4'-112" 5050 SEE ELEVATION 1 DRAVM BY: RWC SHEET: SC- 1 r,� rI) wr , c,; IS'DIAMETER 5MRBE COORDINATE W STAIR SHOP DRAWING 2 I 6334 Northern Boulevard A-1 A-1 East Norwich, New York 11732 _ --- ----- --� ------------- --- ----- --- __ \ _ ❑� _=---�E----_-�-- � ❑ ---_�--===��_____ ❑ =====�=====��===== ❑ ==== �= NEN 5PPAL 5TARGA5E BY ''ARAGON STAIRS'TO BE UP POWDER COATED BLACK L 2 L4MIN.POURED COWRETE%AI3 W 6x6 W.W.M. 6334 Northern Boulevard A-1 East Norwich, New York 11732 40 MIN.C.GWAGTEP DEN15E C-ARAPEP ---- ------- ----- - ----- - ---------- AC<*E6ATE BASE COURSE--- ------ _@_25 --------------- ------------------- 126 - ------------ - 11 Broadway - Suite 3 Amityville, New York 11701 PREPARE FINE CRAVE I II COMPACTED 5U136RAVE 5 16. 3 0 8.4 6 4 6 P h o n e 516 . 813 . 0924 Fax Info@JoeBeIIoArchitects.com www.JoeBeIIoArchitects.com I II Concrete Pad Detail 123 EXISTING 5041�WP PATIO A-2 SCALE:N.T.S. EXISTING I I IDATE ISSUED: OUTPOOP, 9-8-2021 -Working Drawings 9-21-2021 -Issued to Trustees /1-0-7\ 11-08-2021 -Construction Drawings I 122 121 120 0 EXISTING 118 116 SD EX15TING ISTIN6 114 EXISTING DINING ROOM ATHROOM #3 BEDROOM#2 115 117 AMMENDIVIENT: EXISTING EXISTING W.I.G. W.I.G. ------------- FA5TI% EX CLOSET INFILL BA5W GABINET5 EXISTING PN 0 TO MATCH EXISTING, 0IN POOL EXISTING I EGUIPMENT I EXIST NG LI\A%-ROOM WALL FORMER KID LOCATION I EXISTING BATHROOM #1. L�0_il EXISTING BATHROOM#2 112 KITCMN EXISTING HALLWAY E WC X XRA L ��i 1��i�:1 J 111 I V:7 )ILL= EX AX F RIJ L-L O 105 P 0 106 I ICAOMINATE IV EX. E �1 006 - I e [APPLIANGE DEPTH Q EXISTING CLOSET EX A/G Lr=ft =J I I E,K.7 T EXISTING GARAGE C 1C ?aor MAINTAIN 3/4 HOUR 'ATED E PA14TRY NEM CONCRETE PAD FOR A/G FM SEPARATION CADINET5 TO I LL UNIT 5ff DETAIL 2/A-2 BETHIN GARAGE 104 FORMERVEFRIC-ERATOR N-11 EX. AND LIVINC,5PACE1 43;5 LOCATION it I ELECTRIC, EXISTING CEILIN6 EX15TI T_ 7]-FL -------------------- NEW A/G 15 N6 OPEN TO ABOVE ' METER EXPANDED ENTRYBEDROOM #1 II I /5TAE HALLUI ----------------- ----------------- EX, 4 U01 INDIGATE5 TO 13EIRB-OvE. 6A5 L METER SADIK -7 r --STop y^1 ,�C_;E--i 0., RESIDENCE L VENT I qzrm TO EX1ER1OR___-1 0 < 2200 Sound Drive Greenport -Xd)5ED ------- PA j i New York, 11944 127 /1-01 1-02\ ----- I 0 \BJ 2 MODIFIED II PORCH PROVIDE EMERGENCY PAN W 2 31 1 MIN.41 PVC,DRY DRAIN TO T-11 DAYL16K.HTH DECORATIVE IN55EGT COVER ON THROUGH ------------------------------ KkL TERMINATION When a registered design --------------- 0----------- C4 --------------------------------------------- M--------------------77- ---1 -------------1 U7 12-01\ /1-0-3\ /1-05\ professional has stamped and \ J \ Dsigned this page (blue ink), they 4'2' 4�-28 _C/ D2,_Io,T J 2-102 3'-0, GENERAL NOTE: are attesting that to the best of hisiher knowledge, belief, and 23'-01 professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH plans and/or specifications are THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY in compliance with the latest CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL New York State Building Code. NFirst Floor Plan I ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN @ copyright 2021 �L-2)` SCALE : 114"= V-0" THE FIELD PRIOR TO CONSTRUCTION. FRAMING NOTES: WINDOW&DOOR NOTE: CONCRETE NOTES: PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE Legend xA E_ I Ane PROVIDE I 1/8'X 1 1/4"DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM EACH WAY IN FOOTING AND FOUNDATION WALL, AS NOTED ON PLANS. til M. GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS ALL BASEMENT, PORCH, AND GARAGE SLABS ON GRADE. CUT JOINTS WITHIN 24 HOURS OF FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: PLACING THE SLAB. CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. PROVIDE 245 BARS OVER AND 244 EACH SIDE OF ALL OPENING IN WALLS. BARS TO BE 1 EXISTING CONSTRUCTION: MULTI SENSOR SMOKE AND ELECTRICAL PLANS UP TO 8-0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 1/2"CLEAR OF AND EXTEND 12 INCHES PAST OPENING. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. 9'P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR 16'W"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS FIRE BLOCKING AS PER 2020 RCNYS GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE DRAWINGS. U3 (P SIZES, COLOR ETC.W/OWNER PRIOR TO ORDERING TO CEMENT RATIO OF 0.45. ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL BE EXISTING CONSTRUCTION-* sD MULTI SENSOR SMOKE DETECTOR ;1N>, 2 7U SEE GN-1-4 FOR AU.STRUCTURAL STRAPPING, HOLD DOWN DETAILS. AND COATED WITH AQUIRON CPT-2000 AS PER MANUFACTURERS SPECIFICATIONS. 2x4 EXTERIOR WALLS VIF INSTALLED PER 2020 RCNYSNEIN FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: 2x4 INTERIOR WALLS U.O.N.VIF CAST AGAINST SOIL 31 MULTI SENSOR HEAT DETECTOR THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB ------ O INSTALLED PER 2020 RCNYS SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND EXPOSED TO WEATHER(FORMED) 11/2" TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFY ARCHITECT NEW CONSTRUCTION: FILE: MAGNITUDE. ALL WINDOWS&DOORS TO BE BY WEATHER SHIELD'. MUNTIN BARS AS NOT EXPOSED TO WEATHER ill OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY 8"P.C. FOUNDATION WALLS PER ELEVATIONS. 4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. 16'W"KEYED P.C. FOOTINGS _JL STEEL BRIDLE OR FLUSH CONN. 21137 INTERIOR FINISH NOTES: HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR -_---- WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR PLACEMENT OF CONCRETE AS SET BY THE A.C.I. ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, UNLESS SHOWN NEW CONSTRUCTION: --- NEW HEADER OR GIRDER SCALE: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO2x6 EXTERIOR WALLS AS NOTED NOT GREATER THAN 200 AS PER SECTION R319 ORDER. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 26 DEGREES F. PLACEMENT. 2x6 INTERIOR WALLS U.O.N. SHEAR WALL HOLD DOWN CONNECTION AND RISING MIN. & AS PER 2020 RCNYS. SEE GN-03 DRAWN BY: BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM INTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO WELDED MIRERWC TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT IMPEDE NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I& POST ABOVE SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A MESH. APPLY FIBERS TO MIX AT DOSAGE AND IN ACCORDANCE WITH MANUFACTURERS SOLID POST ON A 30"00"x`18"DEEP NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. RECOMMENDATIONS. GARAGE AND TERRACE SLABS DO NOT HAVE FIBERS AND HAVE WELDED POURED CONCRETE FOOTING SHEET: HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER WITH A MIN. DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF WIRE MESH. SOLID POST IN WALL OR COLUMN STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 OPENING NO HIGHER THAN 3'-6"ABOVE FINISHED FLOOR. PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. A-2 NEW SPIRAL STAIR BY 'PARAGON 5TAPV TO BE _.: ' f L. > PONPM GOATEE BLACK r� 2 I � 6334 Northern Boulevard East Norwich, New York 11732 =171 11 Broadway - Suite Amityville, New York 117 1 Ill 101 1111 IIII 516. 308. 4646 Phone IIII 516 . 813 . 0924 Fax IIIIFROVII PORE 1 E57 Info@JoeBelloArchitects.com �r---=-- - www.JoeBelloArchitects.com I I irr'-' tPUTM�V-Ir`��36')--INS I DATE ISSUED: I� III 9-8-2021 -Working Drawings III ■ ■ ■ ■ ■ I� III 11 III 9-21-2021 -Issued to Trustees II III 11-08-2021 -Construction Drawings JII III 218 219 220 221 I r VIL LWER Il I �' 'n , �' ca I GOl1NTER 14'-0' 5 ' 14'-0' S ' 18'-0' 5 ' _I_J - WINE 1ZEF. 19'4 ' r-A' 204 I PROP05ED B BEDROOM #6 it 9'-0'CEILING-295 5F III PROPOSED 23.60 5F LIGHT-REQ.(SA;) BEDROOM #5 I II829 5F LIGHT PROVIDED III -0'CEILING- i IWO 5F VM REQ.(4%) 9' III 220 SF Q I 58.18 5F VENT PROVIDED I 17.60 5F LIGHTI2EQ. (SSS) I o III los ; - 96.05 5F LIGHT PROVIDED — — — PROP05ED PROP05ED 880 5F VENT 1�.(4%) I r AM M E N D M E NT: I 'e '- BEDROOM #3 '- BEDROOM #4 35.40 5F VENT PROVIDED II l IIIi . I PRLTAB DIRECT VENT 6A5 t l 9-0 GEILIN6 -244 5F 9-0 CEILING-244 5F m ____ 1952 5F LIGHT REQ.(SAS) 1952 5F LIGHT fi2EQ.(SAS) J FIREPLACE W/TEMP. GLA55 II BY HEAT al GLOW INSTALLED ----- 7428 5F L16HT PROVIDER 68.13 5F LIGHT PROVIDED SFbNl Z r j1 l PES ' 9.76 5F VENT REQ. (0) 9.76 5F VENT REQ.(4%) Ij 29.76 5F VENT PROVIDED 2439 5F VENT PROVIDED I 2030 I '4' ----- 5HONW III --- Il � — �-0. —5 ■ 4' 7. 5 ■ 4��. w— 5�-O� 5 ■ 2'-b'5 ' 4'-L ' S ' 6'-8' S 201 7'-I. 5 . 4'-81' 5 ' 217 LGi -*v 212 213 A X07 - III 206 206 � tY' ll l sD SD SD O i l3 SD O lI I "J LU 2 5 211 - -- g - - 205 200 O z 202 � _ � a I� I O O -«r 20 O _2 O p - Ill -iv u� r-------�-� m u� I - I I ,n I - I SAFE-N-50M AGOUSTIG SAFE:-N-50UND AC06TIG III I 300 I 4 IN5ULATION IN WALL.5/FLOOR IW A_ATION IN WALL5 OF I VENT PlzaR r �r °;`° OF LAUNDRY ROOM 13ATFIROOM5,TYP.FOR ALL I I TO EXTERIOR ------_-��,, I 36'HIGH GUARDRAIL PER 2020'RGMf5 I III 21 210 209 III - HEN CENTRAL VAG 5Y5TEM 5TAIR5 AWRAILING TO GOW"TO 203 2020-RGNY-R3IItR312 r - -/207\- r; PROPOSED jl I 5T 6E OPEN TO BEIOW TO BE APPROVED BY o . II l ■ ■ r ■ ■ ■ ■ . ARGHITEGT BEFORE - Q III 5 I6 5j 31-01 5 20-31 FABRIGATION - 203 SAD)K ---- — ------ RESIDENCE --- ---= 4 04 2200 Sound Drive2-12 213 2e14 215 2 �/ s GreenportI`=______ = _-== — _ New York, 11944 210 211 50HUM KE�DI ___ _ _____ K K WATE9ZPROOFING EMER6ENGY FLOOR DRAIN.4' '`r los zo9 UNDRELAYMETlT PVG DRY DRAIN TO DAYLIGHT. _ ss SYSTEM TO BE USED NTH VEC GOVE� OU6H WALL -/216\ 3 ' i III' 'i i 5A' '-O' 51' IN ALL NET 5PAGE5. TERMINATION (INDIGATE:D WITH ( m LLI _ When a registered design TILE HATG4 m _____ 202 _ �� 1 professional has stamped and 201 c signed this page (blue ink), they T-21 34 7'2' 5'-8' 4'-I11' 4'-I6' IT *-h S'-II' 6'-L ' 6'-9 ' *-21 are attesting that to the best of GENERAL NOTE: hislher knowledge, belief, and professional judgement, such 27'-0' 67-8 12' 10'-I THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH plans and/or specifications are • THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY in compliance with the latest 2 I CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL New York State Building Code. 1 �>econd Floor Plan ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS A-7 A 7 AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN © copyright 2021 A-3 SCALE : 1/4"= 1'-0" THE FIELD PRIOR TO CONSTRUCTION. FRAMING NOTES: WINDOW&DOOR NOTE: ROOFING NOTES: SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. Legend `c��(�Gp a DAt?c, GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. ��C?O OFO� FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER ' M CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; EXISTING CONSTRUCTION: D;ro MULTI SENSOR SMOKE AND ELECTRICAL PLANS UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 FLASHING TO EXTEND MIN. 8"UNDER SHINGLES PROVIDE R-30(UNLESS NOTED OTHERWISE)UNFACED FIBERGLASS BATTS TO FIT SNUG 8"P.C.FOUNDATION WALLS CARBON MONOXIDE DETECTOR * BETWEEN CEILING JOISTS,AND 4 MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS FIRE BLOCKING AS PER 2020 RCNYS GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN ELSEWHERE, IN NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE ------ MULTI SENSOR SMOKE DETECTOR (>` Q0 SIZES,COLOR ETC.W/OWNER PRIOR TO ORDERING BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE INSULATION. EXISTING CONSTRUCTION: sD INSTALLED PER 2020 RCNYS 6? 40 SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND 0 2x4 EXTERIOR WALLS VIF O NDN FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PENETRATIONS. PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL EAVES AND AT 2x4 INTERIOR WALLS U.O.N.VIF MULTI SENSOR HEAT DETECTOR THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. 0 INSTALLED PER 2020 RCNYS SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR WALLS AND 36" NEW CONSTRUCTION: MAGNITUDE. ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS WIDE @ EA. SIDE OF VALLEYS. ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2"ALUMINUM SOFFIT , 'i'., ; 8"P.C. FOUNDATION WALLS FILE: PER ELEVATIONS. 4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR 16"x8"KEYED P.C. FOOTINGS JL STEEL BRIDLE OR FLUSH CONN. 21137 INTERIOR FINISH NOTES: HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND INSTALLED AT EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH ------ WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH FILTER VENT AS MANUF. BY'AIR VENT'(OR EQUAL) --- NEW HEADER OR GIRDER SCALE: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-0". ALUMINUM NEW CONSTRUCTION: AS NOTED ORDER. DOWNSPOUTS W/BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. VENTILATION D 2x6 EXTERIOR WALLS NOT GREATER THAN 200 AS PER SECTION R319 2x6 INTERIOR WALLS U.O.N_ o SHEAR WALL HOLD DOWN CONNECTION DOWNSPOUTS AT 40 LINEAR FEET MAX. OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WERE MESH, WITH ONE EIGHTH O AS PER 2020 RCNYS. SEE GN-03 DRAWN BY: BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM INCH MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL NET FREE VENTILATING __ RWC SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT IMPEDE PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS AND STRAPS AREA SHALL NOT BE LESS THAN ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACEr , ® POST ABOVE NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, FOR A COMPLETE INSTALLATION,WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK 1 I SOLID POST ON A 30 x30 x18 DEEP SHEET: WITH A MIN. DIMENSION OF 20" POURED CONCRETE FOOTING WIDTH/24"HEIGHT WITH BOTTOM OF THE FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED BETWEEN THE I I HEIGHT OF NOT LESS'THAN GFT ABOVE THE FLOOR. ANY GLAZING IN SHOWER L-_J ® SOLID POST IN WALL OR COLUMN TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 OPENING NO HIGHER THAN 3'-6"ABOVE FINISHED FLOOR. PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO DRYWELL WHERE APPLICABLE. INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. I riar, �, �1: }L - TYPIGAL'ROOF GON5TlIWTION,5EE 5EGT ION 2 I A-7 A-7 ALUMINUM VALLEY 6334 Northern Boulevard FLA5HI%WITH East Norwich, New York 11732 HOOKED EN05 1/2'GDX PLYWOOD 36'WIDE IKO ICE AND WATER SHIELD PROTECTOR TYP. —� AT ALL VALLEY5,UNDER ALL ALUMINUM VALLEY5 AND 11 Broadway - Suite 3 5TERPED FLA5HIN67,AND AT ALL EAVE Amityville, New York 11701 516. 308. 4646 Phone 516 . 813 . 0924 Fax Info@JoeBelloArchitects.com 13RA55 OR ALUMINUM HOLD DOWN CLEATS,2'-0'O.G. www.JoeBelloArchitects.com HOOKED EN05 16 OZ COPPER VALLEY FLA!5HI% DATE ISSUED: 9-8-2021 -Working Drawings CRIMPING AT ALL VALLEYS 9-21-2021 -Issued to Trustees 11-08-2021 -Construction Drawings ------------- ------- ------------- ----_—_--_ ------- ------ ------- ------- _ _----- ____ _______ -- --r w - _ Opens Copper Valle Detail 2 �— A-4 SCALE: 1 - 1/2"= 1'4" 1L_ ` II I � t t 51NGLE JZIDGE GAP,LAID LONG EVGE5 PARALLEL TO rl � 'RID61=,ALTERNATE LAP OVER'RIDGE 15#BLDG.FELT GAP I '�'ATER-SHIELD _ 'ROLL VENT FOR11ZooF5 A5 MANUFA(TURED BY AMMENDMENT: I BE=NJAMIN 0$DYKE SET CONTINUOUS BEAD OF PHONE: (800-227-5605)OR RID6EMA5TER'ROOF VENT GAULKI%UNDER VENT ER6E A5 MANUFACTURED BY MID-AMERICA BLDG. --- PRODl1GT5 I PROPIZIDGE BEAM A5 REQUIRED TO MAINTAIN CARRY 15#FELT INTERLAYMENT I --------�-t i OVM END OF 5HINGLE - CLEAR AIR PASSAGE — ---------, STRAPPING A5 PER 6N-02 --- - - TYPIGAL 30 YEAR ROOF ---- ---- --------- I NOTE: PROVIDE TIGHT CL05URE OF PLYWOOD ---- - ---- - -----=— --- -- — -- �— SHEATHING AT RIDGE ENDS,ROOF INIERSEGTIONS,AND - WALL INTER5EGTION5. PROVIDE TRIPLE SHINGLE �;��- I I RAFTERS GOUR5E AT THESE LOCATIONS TO MAINTAIN 5HIN6LE Y 301 �, LEVEL. I I u I I II -46 u11 1 1 - ---- - -------- -------- ---- --- --- --------- ---- -----------------� — II _0,61 GSE19 -_ - 3 Vented Ridge Detail ------------------------- — I --- r--- EXTERIOR FINISH SPECIFICATIONS SIDING: Fil CEDAR TONGUE AND GROOVE SIDING, PAINTED GRAY CHIMNEY TO EXTEND MIN 2'-0' VERTICAL/HORIZONTAL AS ABOVE ANY POINT WITHIN 10'-0' INDICATED T.D.H16HBT906E GABLE END: PROP05ED EL. _ +32.0) - - - - - - - - 2] BEVEL SIDING 3"EXP. — 6334 Northern Boulevard East Norwich, New York 11732 MAIN ROOFING: 'TIMBERLINE HD LIFETIME HIGH 3 -� .. 3 DEFINITION SHINGLES' 3 �`- 11 Broadway - Suite 3 ARCHITECTURAL ASPHALT -- _ Amityville, New York 11701 SHINGLES BY'GAF'CHARCOAL ■ PORCH/ACCENT ROOF: 516- 308.4646 P h o n e ® 'MS T METAL ROOF BY'MAC METAL 5 16 . 8 13 . 0 9 2 4 F a x ARCHITECTURAL'TITi4N BLACK Info@JoeBelloArchitects.com www.JoeBelloArchitects.com GUTTERS: 5'HALF ROUND GUTTERS,WITH ROUND LEADERS i 2 WINDOWS: �. T.OON -.5EG0 FLOOR 'SIGNATURE SERIES' BY'WEATHER �1/ PLATE q'-0'AFFJ — – – – – – – - – – – – – – – – 1 _ DATEIS ISSUED: © SHIELD'SEE SCH-1 FOR FULL SPEC 5 210 211 _ I ItHT1 I flT 1 1 I - - II I I 9-8-2021 -Working Drawings T.O.WINDOWS/DOORS _ _ _ _ _ _ K K _ _ -- _ - - -- - -- -- -- --- - - - - I I I 9-212021 Issued to Trustees ❑ WINDOW&DOOR TRIM: ELEV.T 2' A.F.F. 'PVC TRIM'BY'EX-CEL'WHITE I I I I 11-08-2021 -Construction Drawings 1 F II I II II I 1 TRIM: FASCIA,RAKES,&FREEZE - _ I I ® Q !�— — 208 209 212 213 214 215 I 1 1 202 PVC TRIM'BY'EX-CEL- WHITE cv Cz B e I I e e B 1 1 I I I I I SOFFIT 1zFPVCI I I VENTVBYREOX- CEL!TWF ITEIER'CORA i I I I I 201 I i II II @ I A II 1 II 10 SCREEN ROOM T.O.SECOND FLOOR - _ - - - _- _- _ - - - F1_61 - 'EXISTING MESH SCREEN PANELS' � I I 1 i � � I [1qf I 5 , 1 TI COLUMNS: T.O.EX.FIRST FLOOR - - - - - - NG I IG _ 11 10"X10"STRAIGHT SHAFT COLUMNS PLATE(q'-0'AFF) LL L _ _ _ _ _ - STAIN GRADE CEDAR WRAP Ll T.D.EX.LOWERED PLATE 5 1 5 BRACKETS: ICU S'-0'AFFJ - - - - - - - - - - - - - - - - ---------------- - __ _ _ -_ -_ 12 5"STAIN GRADE CEDAR TIMBERS T.O.WINDOWS/DOORS r I __®_ ____ 1 I ___ __- 12 ELEV.(I'�'AFFJ I i _ — -- 1 �' i i I ;,� - - ; --= s I AMMENDMENT: i � PORCH: 11 I I � I �� I1 � "I I I I 103 r 104 I 105 !I 11 I 13 4 II I 101 102 , I I 11 l e 11 PENNSYLVANIA BLUESTONE FINISH tr 11 I _ i" 0 4 c ] RAILINGS/GUARS: I j I 100 I r 14 SIGNATURE CABLE RAILING I 1 I I SYSTEMS BY'VIEWRAIL' - I I 1 I I � --�.- j�_ `-. ��I x,� T.O.EX.FIR5T R_5UBFLOOR # � _ _ �., - NZJ DATUM ELEV. _ +UQ_T__7 I - - - - - - - - 1 JL J a — — — — — — — — — — — -- — — '--L 914 IQJ EX.GRADE 1 Proposed Front Elevation A-5 SCALE: 1/4"= 1'-0" GHIMNEY TO EXTEND MIN 2-0' ABOVE ANY POINT WITHIN 10'-0' T.O.1-1I6HE5TiRI06E PROPOSED EL. _ +32.0 - - - - - - - - - - - - - - - - - - - - SADIK 12-• tee' RESIDENCE 2200 Sound Drive Greenport New York, 11944 8 T.O.5EGOND FLOOR _ PLATE(q'-0'AFF) - - - - - - - - - 1 I I When a registered design T.O.WINDOW5/DOORS _ 1 1 I I _ _ I _ _ _ _ _ professional has stamped and ELEV.T-21 AFF. I I I I I signed this page (blue ink), they I I I I I 9 are attesting that to the best of I I I I I I I his/her knowledge, belief, and I I I 203 1 1 I 203 204 7 professional judgement, such Q I I I I I I B I m ts- I I I I I I I plans and/or specifications are I I I I I 1 I 14 in compliance with the latest I I I I I I i New York State Building Code. PROVIDE GUARDS AT ALL PORCHES,BALCONIES OR I RA15ED FLOOR 5URFAGE5 A5 PERR316. PORGHB, @ copyright 2021 BALGONIE5 OR RAISED FLOOR 5URFAGE5 LOGATED I I I I I I I MORE THAN THIRTY INGHE5(309 ABOVE THE FLOOR T.O.5EGOND FLOOR _ I OR GRADE BELOW 5HALL HAVE 6UAR05 NOT LE55 NV 5UBFLOOR TA. EX.FIRST FLOOR PLATE(q'-0'AFF) T.O.EX.LOWERED PLATE (8'-0'AFF) ,,Ik T.D.WINDOW5/DOOR5 I - - - - I - - - FTI Y ELEV.(71'-b"AFF) yy fi QI I NEW SPIRAL 5TAtR BY 106 j I I ''ARAGON 5TAIRV TO BE �-4a 03 ;7o y04 POWDER COATED BLACK OF NE`s FI LE: I 1 ► ' 21137 T.O.EX.FIR5T FL.50FLOOR DATUM ELEV. = (+0.0) I I _ I i i SCALE: Ex.GRADE EXISTING GA5 METER EA5TI%ELECTRICAL - - ri 0 AS NOTED TO REMAIN METER TO'REMAIN DRAWN BY: RWC 2 Proposed Right Elevation SHEET: A-5 SCALE: 1/4"= F-0" A-5 EXTERIOR FINISH SPECIFICATIONS _ SIDING: F111 F 1, r17 CEDAR TONGUE AND GROOVE SIDING, PAINTED GRAY VERTICAL/HORIZONTAL AS INDICATED CHIMNEY TO EXTEND MIN 2'-0'-r617 ABOVE ANY POINT WITHIN 10'-0' GABLE END: T.O.HI6 E5T RID6E — _ _ — 2 BEVEL SIDING 3"EXP. PROPOSEDEL. - +32'0' 6334 Northern Boulevard East Norwich, New York 11732 MAIN ROOFING: 'TIMBERLINE HD LIFETIME HIGH —�— DEFINITION SHINGLES' — 1 1 Broadway - Suite 3 ARCHITECTURAL ASPHALT Amityville, New York 11701 SHINGLES BY'GAF'CHARCOAL PORCH/ACCENT ROOF: 516.3 0 8.4646 P h o n e 'MS T METAL ROOF BY'MAC METAL 3 5 16 . 8 13 . 0 9 2 4 F a x ARCHITECTURAL'TITAN BLACK Info@JoeBelloArchitects.com www.JoeBelloArchitects.com GUTTERS: — 5 6"HALF ROUND GUTTERS,WITH ROUND LEADERS WINDOWS: DATE ISSUED: © 'SIGNATURE SERIES'BY'WEATHER T.O.5EGOND FLOOR _ _ _ — — _ 9-8-2021 -Working Drawings SHIELD'SEE SCH-1 FOR FULL SPEC PLATE R-01 A.F.F) 9-21-2021 - Issued to Trustees 71 WINDOW&DOOR TRIM: — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ 11-08-2021 -Construction Drawings 'PVC TRIM'BY'EX-CEL'WHITE T.O.WINDOWS/DOORS EV.7 2 A.FF. TRIM: FASCIA,RAKES,&FREEZE I I II 8 'PVC TRIM'BY'EX-CEL'WHITE 1 222 221 220 219 SOFFIT 4—PVC V-GROVE'WITH LINIER'COR A l / 11 P� N 11 P� III ® I I VENT BY EX-CEL WHITE 1 SCREEN ROOM 14 10 'EXISTING MESH SCREEN PANELS' 1 3 T.O.5ECOND FLOOR _ _ _VJ _ UM COLUMNS: SUBFLOOR 11 10"X10"STRAIGHT SHAFT COLUMNS T.O.EX FIRST FLOOR STAIN GRADE CEDAR WRAP PLATE (9'-01 AFF,? 8'BRACKETS: T.O.EX.LOWE3ZED PLATE —_ —_ —_ —_ — —_ — rT — —_ —_ _ —_ _— — —_ — —_ —_ —_ — —_ —_ — — — — 12 5"STAIN GRADE CEDAR TIMBERS -O'A.FF T-I E DMENT• T.O.WINDOWS/DOOR5 r I „...,. " I I ¢ r 1 I PORCH: : o1 ELEV.n-6 AF F a I 13 PENNSYLVANIA BLUESTONE FINISH NW 5PIRAISTAIR BY b- S ' : IIII �y - I IIII e y II III ,f. ;7 : , I III II •� y, .3. "> y, ,i I „ a> t' I S RAILINGSGUARS: � 'ARA60N STARS TO BE I m I I a i I »xI I >4 � `>?•}a I , ` II II Y x' y I II X' w" 1 O r 1 4 e 14SIGNATURE CABLE RAILING POWD2 COATED BLACK I II I I II I I I I 1' , I +I r I a z b 1 s SYSTEMS BY VIEWRA L I II II " I 23 " i , s `ef.b 4 ri• 3 I I I I I I .. tl 2* I v� t ( II I 11 I II I r� 1 ii YV 1S i II II I I I a I l v T O.EX. FIRS F i.- r T L.SUBF OOR L � 9f' t•. DATUM ELEV. =0 0.0) I I I I I I I I I I it EX.GRADE ("T Proposed Rear Elevation A-6 SCALE: 1/4"= 1'-0" CHIMNEY TO EXTEND MIN 2-01 ABOVE ANY POINT WITHIN 10-01 T.O.HlanTiZID6E NV PROPOSED EL. _ +32.0' — — — — — — — — — — — — — — — — — — — — — — - �81 SADIK 81121 RESIDENCE 2200 Sound Drive 3 Greenport PROVIDE WARV5 AT ALL PORCHES,BALCONIES OR New York, 11944 -RA15ED FLOOR 5URFAGE5 A5 PER-8316. PORCHES, BALLONIE5 ORiZA15ED FLOOR 5URFAGE 5 LOCATED MORE THAN THIRTY INGHE5(301) ABOVE THE FLOOR OR 6RADE BELOW SHALL HAVE 6UARD5 NOT LE55 THAN THIRTY-51X INGHE5(`36') IN HEIGHT. g 4 T.O.SECOND FLOOR PLATE R-ON ATFT 5 12 When a registered design T.O.WINDOWS l DOORS if professional has stamped and ELEVf'2'AFF — — — — — — 1 — signed this page (blue ink), they 9I I I I I I are attesting that to the best of o205206 _____ I I his/her knowledge, belief, and professional judgement, such N 4 zi6 I I plans and/or specifications are in compliance with the latest I I I I I I i i 7 New York State Building Code. 14 EX15T• I I © Copyright 2021 I I I I I I II I I I I 12' I I T.O.5EGOND FLOOR �� _ 5■ I I W 51,15FLOOR = = = - — - - BRED A/�C TA.EX.FIR5T FLOOR PLATE(9'-0'AFF) _ _ EX[S 2' T.O.EX.LONERED PLATE T.O.WINDOWS DOORS — — — — — — — I — — — I-------- VJ ELEV.(7'46'A.FF) I I . .. ➢'.;; . ,::,.. :; I I I I II [_1111 I (P 0326 091 I z.,$, II I I Irl 1191 I 10 1 II — -- I I fill 191 I I I I II _ 91 I FI LE: 21137 T.O. EX.FIRST FL. 5U3FLOOR DATUM ELEV. +O.O SCALE:I LI II I I I I I I - -- - - - POOL EQUIPMENT EX,AIG EX.A16 NEW AIG AS NOTED DRAWN BY: RWC 2 Proposed Left Elevation SHEET: A-6 SCALE: 1/4"= 1'-0" A-6 � A'SPHAIILTRIIDI GE GAP T.OHIC-HE51! II li II II II N II II II II II II II II II F ''E `W PROPOSD _ 0' GENERAL NOTE: ROOFING NOTES:IG NW200P GONSTRUG10N II II II II II II II II II II II II II II II II II LIFETIME ARGHITEGTURAL'ROOF 5HIN6LE5 II II II II II II II II II II II II II II II II II �. " ' II II II II II II II II II II II II II II II II II THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. ,: ( ^^ ' 15 LB.BUILDING FELT II ( ) ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER II II 11 II II II II II II II II II fl II II II FAMILIARIZE THEMSELVES WITH THE GENERAL NOTES SHEETS GN 1-4 COX PLYWOOD SHEATHING [2' II II II II 11 II II II II II II II II II 11 AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED -ROOF•RAFTER5 A5 PER 5TRUGTI.M PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL VAFTR TIE5 A PER 5�nR�PLANy 8'� '� II II II II II II II II II II II II II FLASHING TO EXTEND MIN. 8"UNDER SHINGLES COLLAR TIES SEi= �I If II Il II II II If II II II II II II GONGEALED HEAD WALL FLASHING ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ICE WATEiZ SHIELD EXTENDING FROM 5-4 EOR INFO II II II II II II II II II II II II II ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 EAVE TO MIN.36' ON-ROOF FROM EXT. TYPIGAL® ALL 51MILAR LOGATIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE INCH MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR 6334 Northern Boulevard WALL A5 PER 2020 NYRG UNFIN15HED ATTIG PROPOSED L.ED6 R 5EE 5-3 FOR FIELD PRIOR TO CONSTRUCTION. VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE East Norwich, New York 11732 TYPICAL NFJW WALL 5Y5TEM . INFO MAG ARGHITC-GTUM &ALL ROOF PENETRATIONS.INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY —0— GEDAR TON5UE AND GROOVE 5101146 BLUFSKIN B BY 'HE1�Y'�'GDX PLYWOOD 2x6 STUDS® Ib' �-35 OPEN CELL SPRAY 11 Broadway - Suite 3 WR M BY 1 2' CLOSED CELL SPRAY FOAM FOAM IN5ULATION STANDING SEAM'ROOF.DOLOR AS FRAMING NOTES: Amityville, New York 11701 SUECTED BY OWNER INSULATION 3 'BATT INSULATION 5/a GYP.WALL GENERAL CONTRACTOR TO COORDINATE ALL APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR WALLS AND 36"WIDE @ EA. SIDE OF VALLEYS. BOARD 3 GOAT5 TAPE AND 5PAGKLE FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN 5 16. 3 0 8.4 6 4 6 P h o n e T.O.5ECONP FLOOR _ _ _ _ _ _ _ _ _ AND CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER, ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE 516 . 813 . 0924 F a x PLATE(9'-0''A.FF.) PROP05ED GIRDER AND ELECTRICAL PLANS PROVIDED AND INSTALLED AT ALL ROOF DRAINAGE AREAS. Info@JoeBelloArchitects.com �- 5E 5-3 FOR INFO GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH SPIKE www.JoeBelloArchitects.com T.O.NIWOP15/DOOR5 _ _ _ _ _ _ _ _ _ _ FIRE BLOCKING AS PER 2020 RCNYS - - - AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH ELEV. 1 2 A.FF. PROPOSED GEILIN6 EXCEEDS 40'4". ALUMINUM DOWNSPOUTS W/BAKED ALUMINUM JOI5T5 SEE 5-3 FOR INFO 5TAIR5 AND-RAILING SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS. 36 HIGH Gl1ARDRAIL PER 20201ZGNY5 z FINISH, COLOR TO MATCH GUTTER. PROVIDE DOWNSPOUTS AT 40 VIEWRAIL5 516NATURE 5TAINLE55 STEEL 'REMOVE EXI5TIN6'ROOF TO CONFORM TO AND FASTENER SCHEDULE LINEAR FEET MAX. Q -ROD-RAILING.WITH 5QUAR IPE HANDRAIL PROP05ED Q Q BEDROOM #6 36'HIGH WARDRAIL 202o RGNY Rau 8312 DATE ISSUED: SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF 9-8-2021 -Working Drawings m � 2'STAINL.t�i5 STEEL INTERMEDIATE P05T WOOD DFGK °- � 0�� _ PER 2020�RGNYS STAIR SFIOP DRAWING g g TO BE APPROVED BY MAGNITUDE. TYPICAL NEW FLOOR 5Y5TEM �I STRAINERS AND STRAPS FOR A COMPLETE INSTALLATION,WITH FIN15HM FLOORS,5EE PLANS I I ARGHITEGT BEFORE INTERIOR FINISH NOTES: BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. 9-21-2021 -Issued to Trustees %'PLY WD, FABRICATION PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO, 11-08-2021 -Construction Drawings JOISTS 5EE isLANS Ft)R INFO I I ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD - &■ 6YP�lM BDARD I I DRYWELL WHERE APPLICABLE. T.U.SECANI:)FLOOR � CLASS OF NOT GREATER THAN 200 AS PER SECTION R319 NV WLOOR BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ T.O.EX.F1R5T FLOOR - - - - _ - - - _ - - - - INSTALLED SHOWER HEADS AND IN SHOWER COMP. SHALL BE SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL NV PLATE:(T-O'AFF) _ � _ _ _ _ _ _ _ __� - _ __ — _ _ _ FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES PLACEMENT. tl T.O.EX.LOI'LRED PLATE _ SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE _ E 1 ''� FLOOR. ANY GLAZING IN SHOWER STALL TO BE TEMPERED GLASS AND (8'-0'A.FF,) _ _ _ _ _ _ _ _ — — — — — — — u — — — — — — CONFORM TO 2020 RCNYS R308.1 CONDITIONS, LAP INTO GUTTER T.O.NIVOP15/DOORS I I 'Q--` ELEV. (1'-6'AFF) E.XI511%511zn EXI5TIN6 CEILING JOISTS O5ED 6 1 1 PROVIDE R-30(UNLESS NOTED OTHERWISE)UNFACED FIBERGLASS FROM ABOVE 5EE 5-I OR 5EE 5-1 FOR INFO 5-2 FOR IFI I AGO 61RDER 5EE 5-1 FOR INFO lip I I BATTS TO FIT SNUG BETWEEN CEILING JOISTS, AND 4 MIL POLY Q INFO I I VAPOR BARRIER IN SLOPED CEILINGS OR ELSEWHERE, IN NO CASE DECKING 51'5TEh1 Q �XI5TIN6 EXISTING I I EXP ENTRY ___--_ WINDOW&DOOR NOTE: SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE 2x10 AGQ DEGK J015T5 o 16"O.G. °- + DINING ROOM LIVI%ROOM H LL15TAR ------ ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS INSULATION. AGRYL.IG ADHESIVE FLASHING TAPE EX15T N6 2 I I 5- FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: ON TOP OF ALL FRAMING MEMBERS 5GREENED PATIO ►= TYPICAL EXI5TIN6 FLOOR 5Y5TEM I 1 �-' PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF 5/4 x 4 IPE DEGKIN6 NE1^I FINISHED FI-OORS,STS PLANS I I J UP TO 4'-0 TO BE PROVIDED WITH(2)2x8 HEADERS; SHEATHING AT ALL EAVES AND AT ALL CATHEDRAL CEILING SPACES AMMENDMENT: I I � T.O.EX.FIRST FL.SUBFLOOR EX.3/4'PLY WD,GLUED 5G1ZEhEb I I -' UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. DATUM ELEV. _ (+0.0) EX.J015T5 5EE PLANS FOR INFO I I J GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, /Ik - - - - - - ----- - ---- - ---- - -- - - SIZES, COLOR ETC.W/OWNER PRIOR TO ORDERING ALL INSULATED CEILING SPACES TO BE PROVIDED WITH W EX.GRADE CONTINUOUS Z'ALUMINUM SOFFIT VENT AT SOFFIT AND RIDGE I FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR EXI5TIN6 GRAWL HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A I I THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 VERTICAL WALL PROVIDE FLASH FILTER VENT AS MANUF. BY"AIR � � 'R-38 BATT E:XISTIN6 BEAM SPACE IN5ULATION 5EE A-I FOR INFO ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS VENT'(OR EQUAL) EXISTING CELLAR PER ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 RAIN OR SNOW. VENTILATION OPENINGS SHALL BE PROVIDED WITH WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR EXI5TIN6 W POURED GONGRETE FOUNDATION WALL TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING CORROSION RESISTANT WIRE MESH,WITH ONE EIGHTH INCH ON 8x14 KEYED FOOTING.CONTiZAGTOR TO Y.I.F. ORDER. MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL AND NOTIFY AIRCHITEGT OF ANY D15GREPANGIE5 NET FREE VENTILATING AREA SHALL NOT BE LESS THAN ONE TO OR DEFIGIENGY BEFORE PROLE EDIN6 ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM ONE HUNDRED FIFTY OF THE AREA OF THE SPACE VENTILATED. EGRESS N AN N IAN EMERGENCY, WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION 1 Cross Section (a, Kitchen L_J TO 2020 PART 31 , SUCH OPENING SHALL NOT IMPEDE SHALL HAVE A MIN. AREA OF (5.7)SQ-FT, SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF ONE A_,7 � WITH A MIN. DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. SCALE : 1/4"= V-0" OPENING NO HIGHER THAN 3-6"ABOVE FINISHED FLOOR. T.O.HIGFE5T RIDGE A5PHALT RIDGE GAP PROPOSED EL_ _ +32.0' - - - - - - - - - - - - - - - - - - - - - - TYPICAL NEW ROOF GON51RUGTION LIFETIME ARCHITECTURAL ROOF 5HIML.E5 ® MAINTAIN%HOUR 15 LB.BUILDING FELT FIRE SEPARATION ?GDX PLYWOOD 5HEATHIN6 ON ALL WALL5 -ROOF'RAFIER5 A5 PER 57MGTURAL PLAN5 L21 GL6'5 AND FLOORS 'RAFTER TIES A5 PER 51PLIGTURAL PLANS g• ICE WATER SHIELD EXTENDING FROM GOLLAR TIES 5EE PROVIDE METAL PAN W 5 EAVE:TO MIN.36'ON ROOF FROM EXT. -4 FOR INFO EMERGENCY FLOOR DRAIN.4' WALL A5 PiER 2020 N19ZG PYG DRY DRAIN TO DAYLIGHT. q UNFINISHED ATTIG WITH DECORATIVE INSECT SA D I K TYPICAL NE:W WALL 5Y5TEM COVER ON THROUGH WALL CEDAR TONGUE AND GROOVE 51DIM BL.UE5KIN �35 OPEN CELL SPRAY PROPOSED NEW TERMINATION MAG METAL ARCHITECTUM RESIDENCE WB BY WNRY'?GDX PLYWOOD 2x6 5TUD5® 16' FOAM INSULATION E301LER'R00111 WH. URAL 5TANDIN67 5EAMiZOOF. o.c.AM.'?GLO5ED CELL SPRAY FOAM COLOR A5 5ELEGTED 13Y iw A..ATIoN 3?BATT INSULATION %'GYP.WALL AGOU5TIG IN5ULATION TYP. OH ER 2200 Sound Drive BOARD 3 COAT5 TAPE AND SPACKLE AT ALL BATHROOMS _____ 5E DETAIL 3:A-7 Greenport T.O.5EGOND FLOOR New York, 11944 PLATE(9'-G►' AFF) T.O.WINDOWS/DOOR5 ELEV.1'2'AFF. - - - - - - — - �_ 1 - - - OC PROP05ED PROP05ED LIN. HALL PROP05ED Y�ooFMI SEE�T1ON 36' HIGH GUARDRAIL PER 2020 iZGNYS z BEDROOM #5 BATHROOM #6 LAUNDRY ROOM /216\ I I ___---- e Is*BUILDIN5 MT VIEWRAIL5 516NATURE 5TAINLE55 5TEEL Q 9ZOD RAILIN6.WITH 5QUAR IPE HANDRAIL PROP05ED 4 VB40VE EX15TIN6 ' f I N,� V GDX PLYK"V SHEATHIN& m � 215TAINLE55 STEEL INTERMEDIATE P05T �" � iZ00F I I �0 I When a registered design WOOD DECK 9 ,�'Tr-`— I o1G oc. I DPJ,EveE professional has stamped and MICANEW FLOOR=51$TEM I I _ _ _ E signed this page (blue ink), they EXTEND CONGEALED FLASHING I I - ,P- AFF. FIN15WD FLOOR5,5EEPLAN5 c are attesting that to the best of MEMBRANE 24'UP WALL ,= 3 ■ I I DOUBLE PLATE,ATOP EXI5TINC J015T, FfALF RAUND PLY WD,GLUI D +T SGR D K 1 1 026 rOPHA� ON his/her knowledge, belief, and J015T5 5EE PLANS FOR INFO 1 1 FOR HEN FLOOR SYSTEM BE:ARIN67. MTE ALUMI"M professional judgement, such T.O.SEGOND FLOOR = -', , _ 5' TYPICAL WHERE G.J.TO GYPSUM BOARD. I plans and/or specifications are SUBFLOOR - - - - _ - - , ` - - I i - - - 2�6 6IW5 a 16•o c. in compliance with the latest P� . T.O.FX.FIRST FLOOR— - - - - - - � � �� — _`-'=—— - — _ I 1 — _ — EXTERIORPVG IRMIRMTO BE PAINTED New York State Building Code. —_— _ _ PITH AMA-Drr DI00 PAINT.OR EQUAL © CO rl ht 2021 PLATE(�-0 A.FF) — _ _ _ _ _ - - _may _ _ �AA_-M v GOLDpY g APPLICAnoNS) T.O.FX.LOI'RED PLATE T.O.WINDOYVS/DOORS - - - - - - - - - BUILD UP BEAM - - - - - - Ix3 PVG FASUA TRIM ELEV.(T-6'AFF) EXISTING EXI5TIN6 CEILING WALL F�E 5-16 GIRDER _____ SEE 5-I FOR INFO �"`" Ixb PYG FASCIA BOARD A W - APC, AGO 6LRD1=R 5 5-I FOR INFO 5GREENED PATIO JOISTS SEE S-I FOR 1 "IIS, PROPOSED INFO R � INFO �'� I� SEE 5-I FOR INFO M• e � EXISTING CEILING I' I I; 4 z a I PITH 5cR»N W ! DECKING SYSTEM 'BLAGK VUBBI:RGUARD EPPM I"� -_ IIo, 2"LINEAR 50F FIT VENT C? F! F JOISTS SEE S-I -ROOFING 5Y5TEM'BY Q XI5T NG EXISTING HALL FOR INFO EX1�N5 I; 1�'PVC soPFlr ` O 2x10 AGQ vEGK J015T5 @ I6 O.G. _ �- I, I � 1rtRE5TONE OR APPROVED � BEDROOM#2 BATHROOM #I BEDROOM #I ACRYLIG ADHESIVE FLA5HIN6 TAPE I EQUAL INSTALLED PER 1;11 IIT �0 weD * I IIS, di ON TOP OF ALL FRAMING MEMBE-R5 I Ir, GH7AR SIDING TO MACH MANUFAGTURE51N5TRUGTIONS I- I. 5/4 x 4 IPE DECKING �n TYPICAL F_)CI5TIN6 FLOOR 5Y5TEF1 t� _- 1. 3/4 GDX PLYWOOD DECK P,clsnrlG MAIN Na�E T.O.EX. FIRST FL.SUBFLOOR OVER AGO 5LEEPER5® Ib'OG. NEW FINISHED FLOORS,SEE PLANS HOME weAP s�-9 032 0 u� EX.3/4 PLY WD,6L UE P d 5GVB1ED 1�•CDx SF�ATNING E�y DATUM ELE✓. _ +0.0) MINIMUM�42'PITCH TO MT TER EX.J015T5 5EE PlAN5 FOR INFO �- EX.GRADE I EXISTING GRAMGRAI I FILE: I EX1511N6 BEAM \_R_3521137 BATT 5PAGE I I L-, IST 146 5EE A-I FOR INFO INSULATION L-J SCALE: EX LU GELLAR 3 Typical Eave Detail 8 : 12 Roof AS NOTED 0 FA511%8'POURED G0W_Z ]E FOUNDATION WALLDRAWN BY: ON bx14 KEYED FOOTING.CONTRACTOR TO V.IF. A-7 SCALE : V= V-0" RWC AND NOTIFY ARGHITEGT OF ANY D15MEPANGIE5 OR DEFIGIENGY BEFORE PROGEEDIN6 SHEET: 2 Cross Section , Great Room L_ � AJ-7SCALE: "._ . " A-7 1/4 - 1-0 GENERAL NOTE: F F, [,. [,Q THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL F 1i FAMILIARIZE THEMSELVES WITH THE GENERAL NOTES SHEETS(GN 1-4) AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL T_.�U�HIME5T'RID6E _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ A5PHALT'RIMF GAP PP ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN NV OP55m EL. _ +32.0' ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL TYPICAL NEW ROOF GONSlRZ110H —� CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE LIFETIME AR0HITECr)RAL1ROOF 5HINGLES FIELD PRIOR TO CONSTRUCTION. 15 L.B. ast Norwich, New York 11732 .BUILDING FELT Northern Boulevard GPX PLYWOOD SHF.ATHIN6 ASPHALT'RIDGE GAP East ® -�- 1ROOF RAFTER5 A5 PER 5TRUGTURAL PLANS FRAMING NOTES: 1RAFTPR TIEa` A` PER 5TRUGTIRMAI-PLANS 12% 1 Broadway - Suite 3 ® Amityville, New York 11701 GENERAL CONTRACTOR TO COORDINATE ALL _ COLLAR SEE 10'F_ 5-4 FOR INFO FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN R-35 OPEN GILL 5PRAY 516. 308.4646 P h o n e AND CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER, 12' FOAM INSULATION 5 16 . 8 13 . 0 9 2 4 F a x AND ELECTRICAL PLANS IO-F_ Info@JoeBelloArchitects.com ICE s HATER 5HIELD EXTENDING FROM LINFIN15HEP ATTIG UNFIN15HED ATTIG www.JoeBelloArchitects.com FIRE BLOCKING AS PER 2020 RCNYS EAVE TO MIN.36'ON•ROOF FROM EXT. -- WALL A5 PER 2020 RITZ 'R-35 OPEN CELL SPRAY 51�DETAIL 2:A-e ----- ACOUSTIC INSULATION TYP. � SEE DETAIL 3:A-S SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS. FOAM INSULATION I AT ALL BATHROOMS I AND FASTENER SCHEDULE T.O.5E6OND FLOOR _ _ _ _ _ _ _ _ _ _ J I I _ _ DATE ISSUED: SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND MJ PLATE(T-O'A.F.F,1 �-- -� J MAGNITUDE. T.O.WINDOWS/DOORS _ - - -Working Drawings - 9-21-2021 -Issued to Trustees VJ INTERIOR FINISH NOTES: HEV.1'-20 A.F.F. w 1]'PIGAL NEW_WALL 5157EM s 11-08-2021 -Construction Drawings ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CEDAR TONGUE AND GROOVE SIDING BLUE5KIN PROP05ED HALL PROP05ED CLASS OF NOT GREATER THAN 200 AS PER SECTION R319 a - HRB BY 'HEM'y GDX PLYWOOD 2xb 5=5 0 Ib' TS ORALE A TER - -` IN a oL.(U.O.N)2'GL05ED CELL 5PRAY FOAM 36 HIGH GUARDRAIL Q BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ INSULATION V BATT INSULATION 8'GYP.WALL TEM PER 2020 r 1115 B TNROOM a INSTALLED SHOWER HEADS AND IN SHOWER COMP. SHALL BE BFINISHED FLOOR5, PLANS BOARD 3 GOAT5 TAPE AND 5PAGKLE G 5 5 FURNISHED W/ANON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE EXTEND CONGEALED STEP FLASHING %'PLY HD,GLUED 5GREN-D FLOOR. ANY GLAZING IN SHOWER STALL TO BE TEMPERED GLASS AND MEMBRANE 24'UP WAIL J015T5 5EE PLANS I M INFO CONFORM TO 2020 RCNYS R308.1 T.O.5EGOND FLOOR %e GYPSUM BOARD 51.1 _OOR — - - _ — _ _ - A-4— _ - - _ — _ _ -- _ _ FPaBLE OR NENPLATE,ATOP SYSTEM 5TH_J015T, T.O.EX.FIR5T FLOOR — - - - - - - - - - - - - - - - - - - TYPIGAL NHERE G.J. TO VEMAIN WINDOW&DOOR NOTE: IKU PLATE(9'-0' A.F.F) _ _ _ _ _ _ _ _ _ _ _ _ _ _ 21 _ T.O.EX.LOYERED PLATE ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS NU(8'-0'A.F.F) FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: JL T.O.HINDON5/DOOR5 EXI5TIN6 CEILING JO15T TO s UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; ELEV.(T'-6'A.F.F) 'REMAIN,5EE 5-1 FOR INFO �� AMMENDMENT: UP TO V-0"OPENINGS SHALL BE PROVIDED WITH(2)202 Q / GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, b" - 15TIN6 EX N �� AIRS 'RAILIN6 PROPOSED 4 SIZES, COLOR ETC.W/OWNER PRIOR TO ORDERING 'T ` MAINTAIN%HOUR TO TO v FIRE SEPARATION GARAGE BEWOOL #1 RR 2020NY`R3II01312 PANTRY HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET BETI^EEN 6ARA6E TYPIC EX Tl OOR \ THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 z AND LIVING 5PAGE NEW FINI FL ,SEE �� 5TAIR OP DRANNG ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD' . MUNTIN BARS AS T.O. EX.FIRST FL.SUBFLOOR EX 3/4'PL HD, 4 5G TO BE VED BY PER ELEVATIONS. 4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. DATUM ELEV. _ (+0.0 u� EX.J015TS FOR 1 \� FABRIC TION HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR EX.GRADE TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. I5TINC6 4'POURE^17 GOW;RETE 5LA13 EXI5TIN6 C,P,q l_ SPACE 10 MILL.VAPOR BARRIER 6' CRAWL 5PAGE -R-3b BATT ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM COMPACTED FILL INSULATION TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT IMPEDE EXI5TING EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, WITH A MIN. DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF GCE LLAR OPENING NO HIGHER THAN 3'-6"ABOVE FINISHED FLOOR. ROOFING NOTES: FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. 1 Longitudinal Section ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER FLASHING TO EXTEND MIN. 8"UNDER SHINGLES A'8 SCALE : 1/4"= V-0" PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY s / SADIK &ALL ROOF PENETRATIONS. APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT, OF RESIDENCE EXTERIOR WALLS AND 36"WIDE @ EA. SIDE OF VALLEYS. —�— ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE 2200 Sound Drive PROVIDED AND INSTALLED AT ALL ROOF DRAINAGE AREAS. Greenport GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH SPIKE New York, 11944 AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH ° EXCEEDS 40'-0". ALUMINUM DOWNSPOUTS W/BAKED ALUMINUM '1 p ° FINISH, COLOR TO MATCH GUTTER. PROVIDE DOWNSPOUTS AT 40 ` LINEAR FEET MAX. PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF )■PV,SOFFIT STRAINERS AND STRAPS FOR A COMPLETE INSTALLATION,WITH / BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. 1ROOFI145,SIM SECTION / When a registered design Ise BUILDING FELT / professional has stamped and PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO )v SHEATHN65 signed this page (blue ink), they DRYWELL WHERE APPLICABLE. cDX�'YWOO1� ° M are attesting that to the best of MP Evc his/her knowledge, belief, and 10 professional judgement, such SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL KALF.RaM 6rrTURS plans and/or specifications are PLACEMENT. ON ANGLE BRAGGET5, 240CHUy,10W EXTERIOR PVG TRIM TO BE PAINTED in compliance with the latest WHITE ALUMINUM •IV OL. WITH AGVA-DIY DIOO PAINT.OR EQUAL New York State Building Code. 045T BE APPROVED BY PVC,TRIM PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE AG 1 '�D�� © copyright 2021 CONDITIONS, LAP INTO GUTTER TO.__R__A��TE�� _ _ _ _ _ _ AFF. — PROVIDE R-30(UNLESS NOTED OTHERWISE)UNFACED FIBERGLASS ; pJ2xbTOPPLaTt b,PVC SOFFIT BATTS TO FIT SNUG BETWEEN CEILING JOISTS, AND 4 MIL POLY 1 Roor-m,5EE SECTION EXTERIOR PVC TRIM TO BE PAINTED VAPOR BARRIER IN SLOPED CEILINGS OR ELSEWHERE, IN NO CASE WITH AMA-DIY DIOO PAINT.OR EG2UAL I acs SM A 161 OL. SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE 04U5T BE APPROVED BY PVC TRIM 15#BUILDING FELT ED A�C MANUFACTURES,FOR DART:COLOR V GDX PLYWOOD%F-ATHING SCJ M. y/ INSULATION. APPLICATIONS) 2W CMJ*J01gr•16'OL. PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF DSPEDGE SHEATHING AT ALL EAVES AND AT ALL CATHEDRAL CEILING SPACES Ix3 PVC FASCIA TRIM FOR MINIMUM"IRSI" CLEAR AIR PASSAGE. woPYG HALF ROUND CtiiJi'(1^T5 �•�'-O'� �', *�!IP Ix6 PVC FA5GIA BOARD (7J 2x6 TOP PLA1Li �� WHI ALUMI ti J ALL INSULATED CEILING SPACES TO BE PROVIDED WITH •uNEAR SOFFIT VENT P 2032 0 CONTINUOUS 2"ALUMINUM SOFFIT VENT AT SOFFIT AND RIDGE WITH SCMEEN Ix3 PVC FASCIA TRIM C7 FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR 6dO weIiE Bo�zn 2x6 STUDS a Ib'oL. F dtr' EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A Ix6 PVC FASCIA BOARD VERTICAL WALL PROVIDE FLASH FILTER VENT AS MANUF. BY'AIR CEDAR SIDING TO MACHPITH SOPJmq 2`F 2'LIP14R SOFFIT VENT VENT'(OR EQUAL) EXI5TM FAIN HOUSE To FILE: HOUSE WRAP ; EXISTING MAIN HOUSE PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR HOUSE WRAP 21137 1� GDX sI�ATHIraG RAIN OR SNOW. VENTILATION OPENINGS SHALL BE PROVIDED WITH V Lax SHEATHING SCALE: CORROSION RESISTANT WIRE MESH,WITH ONE EIGHTH INCH MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL AS NOTED NET FREE VENTILATING AREA SHALL NOT BE LESS THAN ONE TO DRAM BY: ONE HUNDRED FIFTY OF THE AREA OF THE SPACE VENTILATED. Eave Detail Main Roof 3 Typical Eave Detail 10: 12 Roof WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION RWC SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF ONEA_g „ ,� A-8 SCALE: I"= 1'-0" SHEET: INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND SCALE : I"= 1-0 THE ROOF SHEATHING AT THE LOCATION OF THE VENT. A-8 \\ F� (; L , 2 A-1 A-'t /�� 6334 Northern Boulevard East Norwich, New York 11732 EXISTING (2)2x12 AGO GIRDER NIF) EXI5TIN6 (2)2x12 AW 61RDER(VIF) EXI5TIN6(2)2x12 AGO 61RDER(VIF) EXISTING (2)2x12 AGO 61RDER(VIF) EXI5TIN6(2)2x12 AGO GIRDER NIF) EXI5TING( 2x12 AGO 61RDER NIF) EA51% (2)2x12 AGQ GIRDER(YIF) —�— ------ ------------ -------------------- -------------------- ----- -------------- -------------------- ------ ------------- -------------------- ----- ---- - -------------------- -------------------- ----- -------------- - ---- ------------- ------ ------------- - ---- -------------iI Ii Broadway _ Suite Amityville, w York 1 1r05T— — I IABOVE I Ilz� 516. 308. 4646 Phone I I � � j j 516 . 813 . 0924 Fax I I ® p I I Info@JoeBelloArchitects.com www.JoeBelloArchitects.com <1 I Ou- I I s i I DATE ISSUED: vl I 1 Iv I I �x 19 9-8-2021 -Working Drawings NI I X I I� 9-21-2021 - Issued to Trustees I tL I I� j j EXISTING EXISTING 1 I 11-08-2021 -Construction Drawings II (2)2x5 HEATS NIF) (2)2x8 FADER NIF) EX15TIN6 (2)2x12 HEADER(VIF) EXI5T1N6 (2)2x12 HEADER MF) EXI5TIN6 (2).2x[2 HEADER NIF) I fixi I O O I N O z z „ ® AMMENDMENT: I I I i EXISTING BEARING WALL =_ _-_---_ --f=_ _=__ _ _ EX15TING 2x4 ST�IIT® T6�O.G,5U51'ENDED SRO 5�A-7 FOR ItO 1 I I • .. o _ _ �O � r__� I I I LL I I I I I I I LL § I I I I I �§ _► �}� I � O I ---_---J lu } I ® LL _1 1 LL ce M v � a— 613 �A II - _T N UOQ i i - }� U FLUSH GIRDER,5EE 5-2 � A_7 FOR INFO_ 4.i♦++ + + +' + .'4 + 4 ++++++♦++ «++++ +++♦«+rrr+++++++++++++++ + a + + ♦ ♦'+++«i++ ♦ ♦ ♦ + ++++r+# # + r ♦ + + r + + + + ♦ + + + r r r + + +.+.+++.++++...++++++++++.++++++++++++++++++++ +++_+++' +++++'♦++'+++_+++++++++++++ ++++_+++++++++++++.++++ 3].G+ ++++.++++++++.++ + ++++.------ + + + ♦ r + + + + + + + + + + + + + + + + + ♦ + + + + + +4 4 + + + + + LI USH _ E I 5=_2— NI ®--�FOR I+ -----� + + i++ + +�+�+ + + + + + + + + + + + + + + + + + + EX15T I5rI (3) Ix 9M . GRDEr:+:+:+ .+. .+.# +:+:#:+: ; .+:+:+.+ ; + ♦ I .F-. +�+t+; : : . : : : P ------ -- # + + + + + rrr + # r + + + r + + ar + + r + r + a + + + r + + + # + + + ; / DROPPED (VI\ W5ET INTO FLOOR GAVITY NIF) + + + # + + + ♦ + ' + + + + + + + + + + + + + + + + # + + + " + + + + + + ol, — 1 SADIC ++++ +++++++++++++ +4+++4+4+++ + + + -+ + ++ + !/� Ll— + + ' f ♦ + ♦ # + + ♦ r + + ♦ +rr+; r # + ++ + +r +++ + + ++r + r + + + + +++++++++++ Q +++++++ +++++a+a++++%+ ++++++ + + i ♦ r + + + + + r + r + + .. ♦ + + + + r + + a + + + r + +++++++a++++ + +++ + + ++++#++r +++++++'r r+++++++++r+++ + + + + + + + F RESIDENCE + + + r++ + + + # + # + + +4+ + + + + +«+ + +++«+++r+++ + ++r++ + ++ + + r + rA-8 1 # + + + + + + + + a + + + + + + +r♦r+ra+a ++ + . + + + + + + +++ ++++++ +++ + + + + + + + I I 2200 Sound Drive (2) IJ x Ili HEADER ++.+;++++++i ++++♦.r+`++.+.+ + + T + + N z .* +++++++; :+++++ '++++ +':+:'+++ I L I Greenport +«++# + +++'+'♦'+ +++++++++++++++ + ++++++++++++++ I 1 + + + + + . + + + + + + . + + + ; New York 11944 I I EXISTING(2)2x12 HEADER(VIF) EXI5TIN6 (2)2x12 HEADER MF)' V Uo +r + � + ;+++++.♦+++++++ +..+++++++++++++.1 I _i o I a # + r + + + r + + r + + + + ,1 + # 4 + # 4 r 4 i 4 + 4 + 4 ♦ + ♦ ♦ 4 ++++ V V �(� I I p ♦ a + + + . + r + + +I+ * I+ + I+ + I++++++++++++.++++ + 1 I VI + # r # 4 + 4 i r 4 4 + ff ♦ a + + + + + + ♦ ... + ... + + + + + + + + + + �/ 2 {��/�(�[]�{� W ® + + # ♦ 4 4 . 4 + +4+I+4+1+++1+++1+a++++++++++a+++#++ I X 1 (2) IJ X 113 ML.DROPPED �I ++♦+++♦+♦'+++♦++++ r + + i r r r ♦ r ♦ ♦ + (PROVIDE SELF 5EALING MEMBRANE 1 1 d3 ® ++}+.+{++++++++++1+++ ♦++ 1+++1+++1+ + ' + + +++++++++ 1 + + + # ♦ + 4 + + + + +++ ++++++++.++ i ♦ + # 4 4 + 4 4 4 4 4 # + 4 4 r + + # ♦ 4 # # # �++ + r + ♦ + 4 4 + + ♦ + + rr + ♦ r4 FLASHING TO PROTECT FROM VATHEI� 1 I ++ ++ +++ ++ + +♦++++r++++++rrr++- I� iLPROPPM _----_---- - - ---- �c-11 bL- ---- - --�4p =- When a registered design + ♦ ++ + + +++ ++ rrr + ir+ ♦ r 4 + + + + + r + + 4 4 + +++++[L --------------iTROV1DE tl`S ALONG BANE-------------- - ------(PROM fi�FAL N�---- SECFSFALlt� professional has stamped and FLA5HING TO PROTEGT FROM YEATHER) FLA5HIN6 TO PROTEGT M PEATHER) FLA5HIN6 TO PROTEGT FROM HEATHER) 5E� 5-3 INFO (2)2x12 I AI P05T BEThEEN signed this page(blue ink), they are attesting that to the best of I I his/her knowledge, belief, and A-7 pr1 professional judgement, such plans and/or specifications are 1 First Floor Ceiling Framing in compliance with the latest New York State Building Code. S-1 SCALE: 1/4"= 1'-0" © copyright 2021 °ARFcLegend M. e � F� �re�� o :A EXISTING CONSTRUCTION: D;�o MULTI SENSOR SMOKE AND ?, r� 8"P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYSF.r:: EXISTING CONSTRUCTION: sD MULTI SENSOR SMOKE DETECTOR �x,9T 032 0 �OQ� 0 2x4 EXTERIOR WALLS VIF INSTALLED PER 2020 RCNYS r) E 2x4 INTERIOR WALLS U.O.N.VIF O MULTI SENSOR HEAT DETECTOR INSTALLED PER 2020 RCNYS NEW CONSTRUCTION: FILE: 8"P.C. FOUNDATION WALLS JL STEEL BRIDLE OR FLUSH CONN. 21137 16"x8"KEYED P.C. FOOTINGS --- NEW HEADER OR GIRDER SCALE: NEW CONSTRUCTION: AS NOTED GENERAL NOTE: 0 2x6 EXTERIOR WALLS 2x6 INTERIOR WALLS U.O.N_ 0 SHEAR WALL HOLD DOWN CONNECTION DRAWN BY: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH AS PER 2020 RCNYS. SEE GN-03 THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY r--, RWC ® POST ABOVE CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL I 1 SOLID POST ON A 30"x30"x18"DEEP SHEET: ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS I I POURED CONCRETE FOOTING AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN L--J ■ SOLID POST IN WALL OR COLUMN THE FIELD PRIOR TO CONSTRUCTION. 44 AGO P05T DOWN,TO EXI5TIN6 4x4 AGO P05T DOWN,ALIGN 4x4 P05T DOWN,ALIGN 4x4 A P05T DOWN,ALIGN \\ �� / I 4x4 AGO P05T DOWN,ALIGN 6334 Northern Boulevard 5GU2EEN PORCH GIRDER BELOW (2)2x10 AGO WITH EXISTING P05T BELOW WITH EX1511M P05T BELOW WITH 15TIM P05T BELOW \ti e1�III WITH EXI5TIN6 P05T BELOW East Norwich, New York 11732 FLUSH GIRDER (2)2x10 AGO RD5H 6HZDER (2)2x10 AGO FLU5H GIRDER (2)2x 0 AGO FLUSH GIRDER (2)2x10 AGO FLU5H 61RDER (2)2xl AGO FLU5H 6H;DER (2)2x10 AGO I ZDER III -'- �r— i=--- - - ---- -_-_- _ ----------=--= -------------------- ---_ ----_-------- -------------------- - -- -- -- ---------- 11 Broadway - Suite 3 ---- - ---- - ---------- I I 11 p j Amityville, New York 11701 I I 11 p I I I 11 p I I Iy11i 516. 308.4646 Phone I I 111 p I � 516 . 813 . 0924 Fax I I 'VIII p I 0 Info@JoeBelloArchitects.com www.JoeBelloArchitects.com I e�SSI1 t� O p l � Oil X DATEISSUED: �I 1 N II I 9-8-2021 -Working Drawings I I 1 1 p 1 9-21-2021 -Issued to Trustees I I II p I j j p l 11-08-2021 -Construction Drawings I I I I (2)2x10 AGO LEDGER,5E0URED TO WALL WITH(2) LEMERI-ok FA5TE1fR5 N16H I LOW) EVERY 16' O.G. I ------ ------ ------ ------ ------- ------ ------- 1� -- 1 •(FLUSH TOP,WITH TOP FLOOR J015T) 5EE 5EGT10N5 -, ---- 11 III II 11 III I II I I II I I I 1 1 � III I I I I III LI II � III II II I11 I 11 � II I I I I I II 3 II ® 11 1 I I I I ►�- I I u� 1 I I I V � AMENDMENT: I I I I 1 ------------ ---� v 1 I Lu I I ------- - 1 1 I I I j I 1 1 r--- I ® II O - 1 ►�- I I I r------—i I III I(I 1 1 I I I ---- -------------� II 1 1 I I I r---------� (4) I%4 x 16'ML. u%WITH F YSTEM -- --- _. --------- F=3- - - 0 II I I II II I I II II I I „ II II I I I II II 1 1 II II 1 II II I I II INI 1 1 i i I --- I I� � ° � u F I I I I I I I I I I sn I I-4 II I I 1 1 j j Il II I I I _ J L _ _� L__ ___ _J u— _-11L _-- J L--------_-J L_---_ -JUL 1-11111 _ I I L---- -I �----- ---- -- ---J ----�-— L�====___�� T--- �------------- ----------- J 1 r---- -----------, 1 N I I n I I I I I 7 0 �� I I Ilh I I Ii I) I I I(I I I � ® (5) 13/4 X 24' ML.(LUSH TOP,WITH TOP OF FLOOR J015T) 5 -7 I 1 1�I I I I y� 11 �_ O _ a.= _.-� -ter- I I III I 1 I 11J I `_______ __ -�__- __�____�___ .-+++++-+++++++++'++++.+..+++++++.+++.+.+.++%+.+++ +++-}+++++ai+ :-+++++ -_ ` +:--+ :+ + +�++++++ I 1 I I 1 1 + + ...+++++.+++++++..++++...+++++++++ + + + + I + + + + + +++{++ + 4+++#+4+i+4i4'#+++#+++++#+++4} 1 _ _ I I +++++++++++++++++++++a { {+++ + + + + + +++++++ + + + + + + + # ♦ + + + ♦ + _-- --------- --------------- _ ___ ___ O I I +++++.+++++++.+.+.+.+.++++..+++++++++++++.+++++++++�+,+�+++ ++++++++♦ +++++++ 1 I __- I O h II 1 + + # + { ♦ + + ♦ + + + + + + + + + # + + # + + + + + + + + + + + + + + + + I 3 / \ I + + + + +++ + } + + + + + + ♦ + + + ♦ + + + + ♦ . + + + + + + + + + + + + + + I I -- _ 1 SII II 1 + + + + + + + + + + + + + + + + + + + + + + ♦ + + + + + + + + + + + + + + 1 '++++a++ +`+`+`+`+++++`+++++`+`+++++++`+++++`++++++++*+*++++++'+++++++++++++` WITLI / \ I tI I I 1 ++++++++++++++++++++++++.++++++++,++++++.+++++++.+++++++++++++ + + + + + + + + + + + + + + + + + + + ++++++`+`+++++++ i++++`+++++++� � + + + + yy � y + ,�y�,1 + + +++++++ + + 1 I I I ++ + + + + + + + + + + + + + + + + + GM+TQ+ 1V,E'+++ + + + + + + + + III v I +++++++++++++++++++++++++++++ + + + + I SADIK + + + + + + + + + + + + + + +'+++++++++++++++++++ 1 I +'+ + + + + + ♦ + + +`+ ++#++ +++}+ + + + + + a + + +++ + + + + + + + + + # + --_-_ a III +;r++y++++♦ + ♦ a;+ + + ++++a#++++++}+++++++++++a++++++++++++ ++++'+`+++ + + + + I RESIDENCE ♦ + ♦ I I PROVIDE SOLID BLOCKING I +++ + + +++ + ♦ + + + + +++ + + + + + +++++++++++++4. + 1 I +`+`+++'+ `+`+` + ♦ + +++ + '+ + + + + + + + ♦.. + + + } + + + + _J _J MOM 13EARM WA[LL ABOVE J �� # � ++.+++.+++.++'A:+ , + - I ___ ___LIP_ __ _ __ --- _ .+'+++++++ + + + +'+'+++'+++'+` +++++ } + +++ ` III i ` ' ` ' ' ' ' ' ` s + `, 1 2200 Sound Drive + + + + + + + } + a �- + + + + + + X. ` ` + -_-_-_� o ----J ++++++++++++♦++++ ++++++'++++++++ + +++ + + +++ L C=Z�=�j _____ ++++++++++++++ + ++++++ + + + u' �^} Greenport (2) 13/ x 24' ML. + _= III I New York, 11944 + + + + + + + + + + + i + + + + + + + I 11 I I 4 F� + ++ T + .++ + + + I + + 4 + # + 4 4 + + + + 4 + i + 4 I + + + + + +++++++ + + + { + + + + + + + + •w^ 1 + # 4 4 ♦ ♦ 4 ♦ + + + + 4 # + + + + 4 ♦ + + 4 + 4 I I I + # + 44 + f #+ ♦a�1+4+�+4+�+4+�+#♦++++++++++++ +++++ + II ++++++++++.+.++♦ + +:} ;++�}++n++4+++n++ a♦+++++.+.+.+:+ I I I 1 + + ++« +++++++I+++ I+++JI+,+jl+♦♦ +++++++++++++++++4 I 1 1 I I 1,�,«+y+4++♦++ + + + ♦ + + + + +`+++`II++`ll++`A+++U+++ll`+++++++`++++++++4 II I I 1 II+'+++++++++++++'`+11++;t1++« ++'11'+:t.+:++++++`++++i+ L-_-_-_ +`+++++++++++++++ + 11++ +'11++ II + +++++++++'+ + r---- ___ + + + + + + + + +�+ + + + + + + + + + a a ++ -------------------------------------------- -------__ . + . When i registered design _____________________________________-_- ----------------- _----------13---------------- + + + + + + + + + + + + + + + + + ----------------- --------------- I professional has stamped and signed this page (blue ink), they are attesting that to the best of 2his1her knowledge, belief, and I professional judgement, such plans and/or specifications are comp1 Second Floor Framing Existing1st Floor Ceilin in wYor anwith thg latest New York Staatl e Building Code. S-2 SCALE: 1/4"= 1'-0" ©copyright 2021 Legend �e I:D ARSy .5 r't` k"• � �T EXISTING CONSTRUCTION: MULTI SENSOR SMOKE ANDt o/ce 8"P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS. a EXISTING CONSTRUCTION: sD MULTI SENSOR SMOKE DETECTOR S�.9r 032G �0Q� 2x4 EXTERIOR WALLS VIF INSTALLED PER 2020 RCNYS OF r� 2x4 INTERIOR WALLS U.O.N.VIF MULTI SENSOR HEAT DETECTOR INSTALLED PER 2020 RCNYS NEW CONSTRUCTION: FILE: .':. 8"P.C. FOUNDATION WALLS 16"x8"KEYED P.C. FOOTINGS JL STEEL BRIDLE OR FLUSH CONN. 21137 -- NEW HEADER OR GIRDER SCALE: NEW CONSTRUCTION: AS NOTED GENERAL NOTE: C� 2x6 EXTERIOR WALLS 2x6 INTERIOR WALLS U.0-N. � SHEAR WALL HOLD DOWN CONNECTION DRAWN BY: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH AS PER 2020 RCNYS. SEE GN-03 THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY RWC CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL 1 I SOLID POST ON A 30"x30"x18"DEEP ® POST ABOVE SHEET: ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS I I POURED CONCRETE FOOTING AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN L__J ® SOLID POST IN WALL OR COLUMN THE FIELD PRIOR TO CONSTRUCTION. F:7�" F; r f :Q-) 2 A-Y A-7 \� 6334 Northern Boulevard East Norwich, New York 11732 —0— 11 Broadway - Suite 3 Amityville, New York 11701 III lilt lilt till 516. 308.4646 Phone lilt 516 . 813 . 0924 Fax VIII o Info@JoeBelloArchitects.com www.JoeBelloArchitects.com 11 I I 1r-r�- DATE ISSUED: I I III 9-8-2021 -Working Drawings III 9-21-2021 -Issued to Trustees II III � 11-08-2021 -Construction Drawings (3) 13/4 X 14'HL. HEADER (3) 13/4 X 14' ML. HEADER (3) I%XIS'K. HEADER (3) 13/X IS" ML. HEADER L�----- -.'i r-__ II I I I 'I I II I III L—I—J II J--� II L -�--J N II I'z .m II I II 1 OI II it I x Q i AMMENDMENT: II Iz � z I I i � 15-11N6 2x12 ————— 1D BO --- t I (3)2x8 I BADE _ (3)2x5 HEADER ' -i -- (2)2x10 7mm'Em — LQ b III I • III 1 a i SD (p Sb i(�i SD �I ° II �� &V II I� III �' I -fi�Al"IING I I I ATTIC j nir I w III v I III QQ O I �----� i o 11 r i---- ° r----11 N I I o i III O � SEGUIZE GE To WITH I I _ (2) E 15T 5TA6C�EREO (3)2x12 +(2) 1'x11' 5THi PLATE FLU5H (3)2x12 FLUSH o ADI K — — RESIDENCE (2)2x12 + (1) I'Al' TEFL PLATE FLUSH -- ----------- -------- 2x10 GEILIN6.J015t @ 16' O.G. 2x8 HEADLZrx TOf32 2x8 HEADER (3)2x8 3 _--- ° — ----� — 1 2x i (2)2x10 AGQ LED 5EGURED To WALL WITH i �� —————— -------- 2200 Sound Drive �E 130ARD (3)2x12 HEADER __J (2) L1D61=RLok FA5 (11161 4_LOW------ New 1611O_G� II ------ ------ Greenport ------- ------------- _==- (2) 2x10 AGO L.ED6ER, CURED TO WALL WITH ------ ------ (2) ----- New York, 11944 (2) LED6E1?JLok FA5TENER5 rH16H t LOW) EVERY 16' O.G. v I I t 12x10 GEILIN6 05T R 16' L. 0 o I ® I (z t l I I 3)2x8 HEADER x __ II d� ----------------- When a registered design (2)2x10 AW LED6ER, professional has stamped and 5EGURED To HALL WITH signed this page (blue ink), they (2) LEDC-M-ok FA5TENER5 are attesting that to the best of 2 (HIGH f LONq EVERY 16"O.G. his/her knowledge, belief, and A-7 A l professional judgement, such plans and/or specifications are in compliance with the latest 1 Attic Framing Second Floor Ceiling) New York State Building Code. S-3 SCALE: 1/4"= 1'-0" ©copyright 2021 Legend �.�G�AE MApo — EXISTING CONSTRUCTION: MULTI SENSOR SMOKE AND n;�o 8"P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR * �� 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS EXISTING CONSTRUCTION: sD MULTI SENSOR SMOKE DETECTOR S�-9j, 032_ y02� 0 2x4 EXTERIOR WALLS VIF INSTALLED PER 2020 RCNYS F �E� 2x4 INTERIOR WALLS U.O.N.VIF O MULTI SENSOR HEAT DETECTOR xD INSTALLED PER 2020 RCNYS NEW CONSTRUCTION: FILE: 8"P.C. FOUNDATION WALLS 8"KEYED P.C. FOOTINGS JL STEEL BRIDLE OR FLUSH CONN. 21137 16"x -- NEW HEADER OR GIRDER SCALE: NEW CONSTRUCTION: AS NOTED GENERAL NOTE: 0 2x6 EXTERIOR WALLS 2x6 INTERIOR WALLS U.O.N. � SHEAR WALL HOLD DOWN CONNECTION DRAWN BY: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH AS PER 2020 RCNYS. SEE GN-03 THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY RWC CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL 1 ® I SOLID POST ON A 30"x30"x18"DEEP ® POST ABOVE SHEET: ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS 1 1 POURED CONCRETE FOOTING AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN L--J ■ SOLID POST IN WALL OR COLUMN THE FIELD PRIOR TO CONSTRUCTION. S=3 F-1 F, , C Q) 2 I A-7 A7 6334 Northern Boulevard East Norwich, New York 11732 ---- ---- -- 11 Broadway - Suite 3 Amityville, New York 11701 516.308.4646 Phone 516 . 813 . 0924 Fax Info@JoeBelloArchitects.com www.JoeBelloArchitects.com DATE ISSUED: 9-8-2021 -Working Drawings 9-21-2021 -Issued to Trustees I 1 I I 11-08-2021 -Construction Drawings I 1 I ____ _ ___ ___ _______ ____ II II II II II II II II I I I I 1 1 1 1 � Ip1 II II I I I I I I i I I III II II II II II II 11 IL---, II II II � II I I II II II 1 I II II ® II I I II II r I I I I 1 1 I I I I ISI II � II II II in i i i Q) i i �,, i i AMMENDMENT: I II p II I II II IL-----------------, I I II 11 I I I r---------� I I II II I I I I I I I I II II I I I I II I I 2x12Ml)(5E BOARD ------------------------- r--------------I ,---------, 1 IL----------------- --II------------- _ II II I �1 t I I I II II I I ,n, I I II II I I II II I I 11 II I I n ,I II 1 1 II li F� i i Iii 4� I I II I� I I I I I , I I I II I I I I IMI uI I I II II , I II II II II I II --------- J 1�_ __ p ____J-`L ____ J L—__--_--_- L----------------J =___�----------------------J — --�--- ------ ----T------------------ I r----------------� I r_ 2xb GOL A TIES I 1 ® 32 .G. 11 T II -- — ---- I � l -------1====� r-- - F�AN1E OVER I I FRAME OVER I I I 11 LL I I I I 11 L____ JL —____� I I I r----�___�--- ----- i I I! �J 2xb Go AR TIES L9� I I S I I ® 32 D.G. ` 1 1 1 1 I I III I IS I A$ FE OVER Q� FRAME OVER I, ►�_____�I IIIIII IIIIII I I, IIIII S A D I K II ______ ► ' -------- RESIDENCE I ! _®- J -- =----_- -- 2XIOR ® RAS ®rio.G. --- I 2xIo �A s® I6' o.G. 2200 Sound Drive -�� N --- I X10 ROOF RAFTER5® I6' O.G. — 2X10 ROOF RAFTER5® I6 olr, I 1 I,, —-- —— 1 I 1 __ ` I-------�I� --- r _ ��---� I Greenport I L--------- --- ---------J I 11 hl------ r— _—� I p 1 I r--- I z'--- I New York, 11944 L---------- ==== ____ -----------' L-------4 III ----- , 1h C-------o I I I I I I I I I I n l I I I I 2x10 R.R. ® 16' O.G. �711I I I I III I NI �---------� ---� I GUTi;ADIU5 PROFILE' I I I I ------- — -----� 1 I I I I I +— SEE A- FOR INFO —_— _l_LJ_1__ __— I When a registered design professional has stamped and signed this page (blue ink), they are attesting that to the best of 2 2xIORfZ. ® I6' O.G. his/her knowledge, belief, and 2xIOP.R.® 16' O.G. GffMIU5 PROFILE professional judgement, such A-7 5EE A- FOR INFO GUTRADIUS PROFILE plans and/or specifications are • 5EE A- FOR INFO 1 in compliance with the latest 1 Roo Framing A 7 New York State Building Code. S-4 SCALE: 1/4"= 1'-0" © copyright 2021 LegendF-15AR� EXISTING CONSTRUCTION: of MULTI SENSOR SMOKE ANDt �� 8"P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS EXISTING CONSTRUCTION: sD MULTI SENSOR SMOKE DETECTOR �>.9 032 0 2x4 EXTERIOR WALLS VIF INSTALLED PER 2020 RCNYS NE`s 2x4 INTERIOR WALLS U.O.N.VIF 0 MULTI SENSOR HEAT DETECTOR _————_ INSTALLED PER 2020 RCNYS NEW CONSTRUCTION: FILE: _ 8"P.C. FOUNDATION WALLS _IL STEEL BRIDLE OR FLUSH CONN. 21137 ,.... ... 16"x8"KEYED P.C. FOOTINGS --- NEW HEADER OR GIRDER SCALE: NEW CONSTRUCTION: AS NOTED GENERAL NOTE: 2x6 EXTERIOR WALLS 2x6 INTERIOR WALLS U.O.N. � SHEAR WALL HOLD DOWN CONNECTION DRAWN BY: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH AS PER 2020 RCNYS. SEE GN-03 THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY RWC CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL I I SOLID POST ON A 30"x30"x18"DEEP ® POST ABOVE ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS 1 • I POURED CONCRETE FOOTING SHEET: AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN L-- ® SOLID POST IN WALL OR COLUMN THE FIELD PRIOR TO CONSTRUCTION. =4 F IF f, f,011 INTERMEDIATE BEARING TJMnlro"100TS JOISTSTJIO n ~ JOIST ATTACHMENT AT BEARING IJE JOIST DETAILS or shear*all NO LOAD BEARING WALL ABOVE 934-and 11%• HANGER BACKER BLOCK SIZES (must t�bearing over will bd )above True Jost atilt board � Web 1 • TJM/Pro'1DOTS,120TS,150 and 250' is W each��rr� TimberStrand(DLSL ALLOWABLE HOLES - TJI® Joists • TJW/Pro,130and350joists:1"not cerci side at 83W aixatln gnels Load from albove 1Y• Far information axe lateral 9 P Tflange Blocking load capacities, refer to Blocking panel may shearbe s absuh-d mve or %"Performance s0°°�, • rJlO/Pro-550 joists:2x- shear x 6334 Northern Boulevard d rrent Trus Joist rim board 2x4 mininun Plus®web,typical Sell tc61r belojj'-see detal B1 J{ l}fie, 6 DOUBLE TJI®JOIST FILLER SIZES squash blocks ahle nag et m f-r mil- end beaig �rim a bm East Norwich, New York 11732 Qt9b pl least 71� for ait�e-tOlnl1yy hteppedaM peq�Yg, • TJI®/Pro"'150 joists:1Y'net Ian end appraatlrna,7YP for li>r may be required mtnl-fumy and Ott for mmfiltm e TJIn/Pro-1OOTS,120TS and 250 joists:2x-cominerm -�- 06 To bearing plate . TJI®/Pro-130 and 350 joists,:2x + - � TJl��r 11/"and 14-120TS " distance O distaance Maintain bearings r�pf�tlang �y jo' Y'sheathing 11 Broadway Suite 3 2x4 min lm Rr baK TJf joists at bearing:One Bid(234")box nail each side Amityville, New York 11701 TJ dirt fist Trus Joist Web required side at squash blocks 1X. ��e oil 2�� 02 �d TJI blocking panels or ninjoist:IOd(3')box nails at 6"on-center • TJW/Pro"'650 joists: Two 2x - This Shear transfer.Connections equivelent to decking nail schedule )D . 18"or 20"TJI®/Pno-350 joists:2x12+Y4"sheathing 1Y" TimberStrand®LSL to� cite Rim to TJk9 Joist rim board Ei1�and BZW ( � Use 2x4 mininlum squash blocks to Uf IMee) 1Y"width or rim board or rim oist Two 1od(3-)box nails,one O O Must have 1%"minimum Joist O Must have 1%"minimum Joist to transfer load from above to flange larger not cut pores i • 16"or zo•TJI®/Pro"550 Joists: Two 2x12 5 16. 3 0 8.4 6 4 6 P h o n e At /� j q3 i B2 B2W B3 B3W CS largrx than 1%'in each side at top and bottom flange bearing at ends bearing at ends bearing plate beloW cantifever TWO/Pro- 130 and 350 rim joist:Two 16d(3Y")box nails,one each 5 16 . 8 1 3 . 0 9 2 4 F a X attop and bottom ftange lnfo@JoeBelloArchitects.com Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole TJI®/Pro- 550 dm jest:Toenail joist to rim joist with one 10d(3')box For other bad conditions or hole configurations not Included in this chart,refer to TJ-Beamm0 software or Cut holes with care and nail,each side of joist top flange www.JoeBelloArchitects.com Attach reinforcement to joist contact your Trus joist representative. in the joist web only 2x4 squash blocks Two 1 Od(3")box nails,one each sloe at top and O Nay Trus JDISt rim and bottom flat bottom flange 6'_a•length 0f TJ top lies Ik1fl1 Trl®1Pro-130 JOISTS JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE board to blocking WM one 8d common nal 9Y",11/",14"and 16" DEPTH TJR1 4r-O length of joist reinforcement and ( 2^ 3•' 4' S" 7" 835" 8" 103:' 12" 2" r 4^ 5" 7" 83e• e- ,gy," ,z" BEAM ATTACHMENT AT BEARING Web stiffeners 8'diameter maximum hole for �reinforcement flier block. Use 4'-0' 8' diameter manxinum hole for connections Scheequdule gaol comer Nal through 2x_, Wood backer and 23 e• r-0" 7-0" T- 3'-0- &-6" 1-6 2.6 3-6 5'-0" 6-0 Taus Joist tan bovd required each T 8' diameter maximum hole for to deckin schedule qJ joist fret With 2 mfrs 10d tilde at EtW 1130 -20'joists 6' diameter on one side at E2, 113C-16' Joists; 6' dianeter length With 9V and 113C -16' fists; 6'diameter Attach reinforcement to Joist 7-0' '-6' 3•-8" 4'.s- 6'.6' r-0. T-O" 4•-0. 6•-0. 6•.6• 1a o (31 common nails at 6 9 " both sides at E3 11� TJ Isf�, maximum fa 9 ' 'Isis a fa t and bottom flat e s frith Blocking 1Y" TimberStrande LSL Pro-- , 7-0" 7-0" T-6" 4•-6• r-0'• 2-0 -0" 4-0 6-0" r-0 one 1od(3')boot nil agar maximum for 9 " joists or for maximum fa 91 ri'joists°r far p P oP 9 Blocking panel between each g on-center, cinched. Use or Mlcralam®LVL - -0" .-0. 3.-s.. 5.-0^ e•-0" z-0• -0'• 4'-0" 6'-0' 6'� role of inanbsr at beads bloe�Cing pands less than 12' long. blocking panels less than 12"long. blocking panels less than 12'long. one Bd(2)�common nal at joist Nal to top plate With Panel 16d( nails With flange DATE ISSUED: Pro-2so z•-0" 3'�s• 4'$" s-0• r-0" zw• 3•-0" a'-0• s'-0" r-0' tkt'pdrtYnun frau end Do not cut flanges Do not cut flanges Do not cut flanges. each comer Pro-3 -6 -6" 5'-0" 8'-6" T-0" 1`6" 3'-6" S-0' 8E T-0 connections equivalent to 191 /P 560 joists 9-8-2021 -Working Drawings decking schedule. Pro-, or ,-0. 1's -0" 2,-0 -0 -0 s 1'-0 -0, -0 a'a 6'-6' r tr e s _L ■ y, ;� ro-, ors 7 4' " 1' •-0" " 7' •-0• Attach reinforcement t0 Attach Tyr { 12'length Of 74 11%5" Pro-130 1'-6' 7-0' 2'-6" 3'-0' 4'-0" S-0' 8'-0" 2'-0' 3'-0" T.- 5' TE' 8'4' 9'-6' m 9-21-2021 -Issued to Trustees W top and bottan reinforcement to Web reinforcement on 12'length of Pre-150 ,'-0- v 7-0 '-0• a•-0 8'-0' 1'-0" 7-0" T-6' 5'-0" T.e 8-o- s•-0` to mbibbe U�mbtrum flanges With 8d •) one side at E6, reinforcement on - r-0- 1 76" t Of 0018 Wdbeotty 11-08-2021 -Construction Drawings 9 ( frith 3 rotas 10d 3 both sides c t E6 one side at E7 Pro-350 ,'-0^ 7 " 3 s" S-0- 6•-0- r.e- s - 1 W T-0" 4'-0' 6'-0" F-W g-0• W-6- Trus rialls at 6 axe- both sides at ES Pro-550 •.6- '.6- 4'-0" 6-0• T-0• -0. 10 • '-0" '-0'• -0" ' '.6" 9-6' 10•.6" Trus Joist rim common rials at 6'on- TJI�fPro-150 JOISTS board dosure center. When reinforcing center, ditched. Use 2 Wood �•Z 9Y"and 11/" Pro-120TS ,•-0• ,'-0" , z-0" 3•-0 .6' 5-0" 5'-6' 8•-6" 1'-0" 2'-0" 3'-0- 4'-0" 6'-0" T-6^ W-6- 10'-0" 11--b- both sides. sir rials 7 oR` �� 14- Pro-,0 1•-0- 1'-0• 1.6' '-0" T-0•' •6- 5• " 5'-6- 8'-6 1'-0" -0" T-0' 4••6" 6'-0" T-6' 10•E 10•-0" 1r-6• rl,0 �g� " o rotas With 9 "and 11,x' backer _�g e ply\1 1Y" P "2 -0 1'-0• 1'-0" T-W 3'-0- 4'-0- 6'-0" T-0" 10'-0" 1'-0 1•-0 2'-0^ 4-6" ['-Cr 8-T 10.6' 1 •.6" t •A" �� to avoid splitting. rL' TJ ej0ists Lam` o�� P o.•350 -0' 1-0 1'.V' 2'-0 4-0" 5 7 8 6 0 1 0 1 1-0 3-04r-8- 10'6 11-0 17.0' Face gids ` 5 maximum 5 marcinttm 1�q �( to \ 1Y• "' icrollanl@)LVL horizontal l� O O 0 O O i�9� 1� „1 flange Pre"550 -0" '-0" -0" 3'-0' 5'-0 8'8 8'-0" 9'-0" 12'-0' 7.6• 4•-0'• 75-6".6' T-0" T-W 1T-O' 12'-G" 12'.0" 1'-0' 1•-0' 1.-0.' •-0• •�6•• 3•-0" 45'E, •-8' 1• 1•-0•• 7�6' 3'S 5-0' 8'-0" 10'-0' 10'-0- 17-0' 13'-0' E1 E1 W O E3 E4 E5 Eli ,6' 0 r.6 r-0- r-0 3'8 a'o r o s' v - 1' " r-o" 7-0" s-0• r_V 1 r.o' 1 r-0' l7-(r 1 •-0- Not for use with TJI®/Pro-550 jolst ,'-0- 1'.o- r4y ,-0 -0 1'-0^ s 411-0 1 r-0 12-4r 3'-0 1'6- 3'-6'• 4'-6' r-0' T-6. 10'-0- 12'-0' 1'-0' 2'-0" 4'6" 6'-0` 8'6' 0'8' 13'-0' 2•' 4" 1 8' I 8" ,o' ,Z" 14%- 16Y�" 1 11 T' 4" V 8" 10" 12" 143," 16Y.- 18. 1•-0- 1'-0' 1•-0" 1•-0" 4'-0" T-0' 13'-0" 1'-0" 1'-0" 3'-0" 8'-0" 13'-0" 15'-0' 1T6" Pro-isso 1'-0- 1•-0' t'-0•' S-6. 6'-0" IV_0T 15' 1'-0- 7-0" -6' 10'-0" 14'E" 16-0- 18'-0' TJI&lPro-250 JOISTS �" Pro-3601__I r-0 I.-a-! -0 1'-0• 2'-6" 6-0. 10'$" 14'$ 1'-0' t'-0 WEB STIFFENER ATTACHMENT 9Y".It%-,14"and 16" 1'.0• r r-0 1'-0' 3' T-0 12'-0" 16'-0' 1'-0' t'-0" 4' g-0" 14'-0' 1T-0• w-6- 19fi 1Y- • LeaveX"web at top and bottom of hole.DO NOT curt joist flanges. Filler block: Nal With ten 10d �• • Chart is based on uniform load tables in current design literature. DO NOT bevel cut joist DO NOT use sawn Bearer seat cuts must (3')box naffs, dhcted Use EXTERIOR DECK ATTACHMENT J!; minimum beyond Inside face of lumber for rfm board or be within wall v* 134" flange LVL • For simple s ( )uniformly i requiring commercial concentrated loads,one maximum size round hole may be wall blocking.Sawn lumber ten 16d(310 box nails from Structural asteria sheathingApply subtloor Qption #1#1: 274 mQXfT1uR1 flange pl pan 5 toot minimum unto ded n joists not adhesive to ail! 1� boated at the center of the joist span provided no Other holes occur in the joist. may shrink after Web stiffeners required if each side With J pro 550 1� Joist blocking With installation. sides of hanger do not joists' USF15 is With 18' g p contacts aces end blocksInstalled�� Three (2�')box nals, ALLOWABLE HOLES - Beams and Headers and 20'TJ /1Puro 650 Backer block: instal tight Flush beginlate 2 mininun laterally supppport at least " sts. o required. Maximum N \sti� locations usin (Three 16(x,(3�•)box nails at �t oh vw of fie Ingest hole(ridith m) of TJ jois'Ptop flange � to top flange(tight to X550 bottom flange With face overhang permitted at `h'r 10 Vw- two 8d(21�'q} 1fl TJ gPro ) TJI®/Pro-350 JOISTS 1S depot AM M E N DM E NT: mount hangers). Attach bean. Y mini urn box nals 9Y",117.-,14",16", With ten 10d (3')box Flashing typical Web stiffener coact side. 18"and 20" e ° O prod Hole zone o e See sizes belloW, . l5 d,py, , a nails, cirched Where -� z�/18 OP posSinle. a Treated .diameter Joist Span loc rtlonsusing tWo Tight fit W. WB STIFFENER Sa .9" Micmnarr0 LVL 1�wpm AbNad Hde Zms Face mount acker block 2kz' 3="per joist 1{) D x 21 minimum flange lag bolt TNS Joist Mian�3L Cut only mond ho/as and WA R N I N G hanger (both sided of Web rim board directlylied Win 16' Y x 21'mhMum ROUND HOLE CHART GENERAL NOTES onlyrnthecenrerofbeam With sin�e TJ �P 9 Joists are unstable until braced laterally . 2 rip 1'x r mm�� BEAM DEPTH MAXIMUM ROUND • ,glowed hole zone is suitable for uniformly loaded beams only. When specified on the layout LI 4 HOLESRE I Bracing Includes: Hj Hanger height must be a H2 H3 O Allowable load Is 325 lbs per diameter pBj one or more of the three bracing O 3D" 2x4 4-X" 1" a No rectangular holes. •Blocking •Sheathing minimum of 60%of joist depth l bolt options shown must be installed TJIO/Pro"'550 JOISTS 5Y" 1 •Hangers .Rim Board p lag DO NOT allow workers .swt Linea .Rim Joist DO NOT stack building 11�/",14",18",18"and 20" 7y'to 20" 2" • No holes in cantilevers. g See inustrat en for Allowed Hole zone to walk on joists until materials on unsheathed 3Y" braced. WARNING NOTES: joists. 1Y" Microllam®LVL Lack of proper bracing during construction can result In serious accidents.Under fl.ng e normal conditions if the following guidelines are observed,accidents will be avoided. BEAM and COLUMN DETAILS tie Performance Plus®web 1. Install all blocking,hangers,rim boards and dm joists at TJI®joist end supports. BEARING FOR DOOR BEAM TO BEAM 2. Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. BEARING AT WALL OR WINDOW HEADER CONNECTION 3. Safety strut lines of 1x4(minimum)must be nailed to a braced end wall orsheathed area. Trus Joist rim board arStra4. Sheathing must be properly nailed to each TJI7 joist before additional bads can be placed on the system, 1p per code ff top blocking for lateral plate iS not continuous 5. Ends of cantilevers require strut lines on both the top and bottom flanges. support over header 6. TJI®joist flanges must remain straight within Y"from true alignment. Top flange April 2002 Reorder 20450 hanger Farce moalt hanger pmd Safety shut Imes 1x4 OLt Column L2 L3 See anent Trus Joist literature Typical '" ;.:g:r. L M. System 9El F ten dames�0 O O for framing connectors O taro ed(M nds mbtinim (see WAW• CONNECTION OF MULTIPLE BEARING AT BEARING AT PIECES OF TOP-LOADED BEAMS 112 CONCRETE WALL. COLUMN 1Y4"Width Pieces: Al Rkn bead Jobst •Minimum of 2 roWs 16d(310 nals at 12"o.a. E2 b ee*to SA D •Mininunt of 3 rotas 16d(3)4')nails at 12"o.c. O IK Verify PardarlQ PSL or for 14" and deeper beans TmberStrafB LSL column •Nailed connections require an additional roW of R E S I D E I�C E capacity and bean nails When nal size Is smaller than specified bearing length. above(mininlm 0.131'x 3.25 See orient 3y11 Width Pieces: Td CS Trus Joist eggeked O •Minimum of 2 rows Vi bolts at � This ,,tet 2200 Sound Drive literature. 24 o.c. %`' rtn end Greenport New York 11944 Additional nailingor bolting may be � � ..4;r 4�%,. �,��-' 9 y y�� ;. . L4 Protect wood from direct L5 L6 required with side-loaded multiple member contact with concrete beams.Refer to current product literature. ELEVATED BEAM ON COLUMN BASE COLUMN BASE 4 f COLUMN CAP P . Optional O 84 use B1 or B2 at ,�:,,�,:,-��; ;��!;� �• _ When a registered design non-shrink O ponds "„-� intermediate bearings y;" ', . %' professional has stamped and with load bearing wall y' signed this page blue ink), the grout find of joists ;;,a..:'. t ;r,,s .;- 9 P 9 ( ) Y from above at aenta�te ' of•4P -Aa b,:„ are attesting that to the best of ed ed -r°+' - his/her knowledge, belief, and r„ r Brac �it4: "• `�;� 'wY•' :�, -%"' »a�` gee trate 3 older w,v:tltic professional judgement, such { try plans and/or specifications are in compliance with the latest P1 P2 P3 New York State Building Code. 0 • o © copyright 2021 '' . .'. . Deck Ledger ° Attachment .,; . ° riedUtYtg FASTENING OF SHEATHING INSTALLATION TIPS ° Guidelines For Closest On-Center Sidacino per Row •Subfloor adhesive will improve floor performance,but p �'�VP �• TJr&/Pro- Trus Joist rim board TimberStrand® may not be required. O `i Nall Size MicrollarrlQ7 LSL Paraaamr8l Protect"oil from kO>�IIDIbS 100T;i 20TS 350 O See ''• 150,2r'° 130 550 LVL 1" 1)a" 1Y"or wider PSL •When joists are doubled at non-load bearing parallel direct e•mtact�'ltlt W '�5 ``� C lid(ZY")common 3Y" 2' 2' 3" 6" 4" 3- 3- partitions,space joists apart the width of the wall for rwnaete O H3 fl plumbing or HVAC. A 'A 10d(3")common 4Y' 3" 3" 4" 6" 4" 4" 4" •Additional joist at plumbing drop(see detail). y� led(3Y2)common NA'" NA(1) 4" 8" 6"(2) 611(3) 6" 6" (1)Can be reduced to 4-oncenter wdh maxmum nail penetrationof(115"Imo the narrow edge). p (2)Can be reduced m 5•on-tamer with maximum nal penetration of(13s"into Bre narrow edge), (P (3)Can be reduced to 30 on-center with maximum nail penetration of oya•into the narrow edge). �ddlBOrl .Shift y,1,,, �9 oft to ® r a 0 2 •'O OQ� .Recommended nailing is 12"oncenter in field and 6'on-center along sheathing iT fIfdt leside filee of lid a E�Weyerhaeuser Business edge.Nailing requirements on engineered drawings supersede recommendations. bean ��Vv •Nailing rows must be offset at least Y"and staggered. •Squash blocks and blocking panels carry stacked vertical •14 ga.staples may be substituted for 8d(214')nails if minimum penetration of 1" bads(details et and 82).Parking out the web of a TJW into the TJI)joist or rim Dowd is achieved. joist(with web stiffeners)is not a substitute for squash blocks or blocking panels. Farthest On-Center Spacing Iter Row .For joist widths 1y4-or less: 18"on-center 21137 •For joist widths greater than 1Y": 24"on-center SCALE: AS NOTED DRAVVN BY: This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. RWC SHEET: �li� Irrr 6334 Northern Boulevard East Norwich, New York 11732 —0- -------------------- -------------------- -------------------- -------------------- -------- _ ----------- -------------------- ----------- - ------------------ N 1------ ------ ---- - -------------------- -------------------- -------------------- - -_-- ------------- -------------------- - ---_ -------------I 1 11 Broadway - Suite 3 I I Amityville, New York 11701 II II II I II II I I 516 . 80 38.4Ph 0924 Fax II I I I I Info@JoeBelloArchitects.com www.JoeBelloArchitects.com I 1 II II II II II II II II I ii DATE ISSUED: II II II I I 9-8-2021 -Working Drawings II I I I 9-21-2021 -Issued to Trustees It 11-08-2021 -Construction Drawings II II I I I I 1 b1 ILX I NO 1 ECIRIGAL HORK 1 IN 7115 AREA Q'� I I sn NO ELECTRICAL WORK ELIEL11RIG'AI_HOW IN TM5 AREA IN TMS AREA 0 AMMENDMENT: -------------- 0:0 I I ' -------- ' 1 I I 1 I I i i • � � I �� I 1 NO H ECTRIGAL PM to HKTRIGAIL DORY 1 1 1 HIS p� IN TMS AREA IN TATEA I I 1 1 1 �' �'NO FFtoRr PoRGN L------ I I I I I C30 I I 1 1 3 3 1 1 I I I 1 I I Lxlt�zlat I 1 --- O ''SorfIT No EKTRIGAL WORK L--- �-� 4, . U6HiS AND TM NO TM5 AREA II O I II 1 I I I I I I -1--- 1 I NO E..EGIRLGAL WORK I IN THIS AREA L - - - - - - - ------------------------------- 3- Li ------------------------ --------- --------- ----------------- i NO ELECTRICAL WORK / 3 MTMSATA ------ ---- i ; I I �-`` 1 I SADIKi i I ' ' * RESIDENCE 1 . . Ti ------------- ------- ---- 2200 Sound Drive EXTERIOR ------------- -- ---------- I j Greenport SGaCS,SOFFrr I ' 1 - - - - - - - - LI6M AND TIMERI ------------- ------------- � � New York, 11944 I I HOLIDAY a TIMER � I I � � `r � ��•�'� '�� i i i i i � I ; t I 1 1 1 1 , I I LAI1 I I I I 1 1 I I I I I I �- _ When a registered design U professional professional has stamped and signed this page (blue ink), they are attesting that to the best of his/her knowledge, belief, and professional judgement, such ELECTRICAL LEGEND plans specifications are in compliance with the latest 1 First Floor Power & Switch Plan New York State Building Code. E-1 ITEM SYMBOL DESCRIPTION ITEM SYMBOL DESCRIPTION ITEM SYMBOL DESCRIPTION © copyright 2021 SCALE: 1/4"= 1'-0" J-BOX FOR SURI=AGE-t�iOUllrfD CEILING LKFIi 19xfURE INDICATES 6RAUP5 OF LIGHT PIXTIRf9 a/OR � roUGH PANt35 FOR AUDIO a LIGFI111�CONTROL; �x %MID BY OTHI�S.WM LETm mfcl ATTON _-/ ITT I 43 SELECTION AS IDENTIFIED IN SB'ARATE W 'RECDA COMMON SWITCH FUNCTION �-' 60'AFF.U.O.N. SCH J-BOX FOR 5URFAGE410UFIIM GEILING PADDLE FAN- SM6LE POLE SWITaH Q AV AN KEYPAD;48'AFF.U.ON. jAED AR ,� H FOR LIGHT KIT. FIXTURE I'REM�Sr OT}®t5. �+ 3 a Z '�� M. cl f l IETIL�Z DC�i16NAT10NREPR15 5EKTIOH A5 5j THRID-WAY OR FOIiR WAY(AS MDIGATED)SNOTGFI W y� DANTIFIED M SEPARATE 5G EDULIE p ® CEILING SFS(REGESSED) n� '� ` <<o�C.{ Q b' DOW LKW-IG LED JAM 5MC4 Irl DUPLEX REGEPIAGLE W.� KAIL�5,P�E�KL�AR )OR%%IOGFFR LOCATION—SEE b-REGE55ED Dm8J6HT-tc LED,wTH tBls- JJ II COM11 ETt3Y ENGIjO` D LAH'5 cn (P b DONCIOff DUPLFx'REr.�TAu.E SPur vaR1�a Svarrl a T I, PORK AS HU A5 STRUURm GTGABLE PER AN Kj LE,WIT LAGATIOH LI57ED Gn 1 GOHSU..Tmn 5PEGS 0 IN DUM-EX 6FI1RECMA Lf La\ ✓" wEXTERIOR WA LAOffiT-HIaJNTW-SECURITY LM FlxI n O WP � LOCAL AN EMM43T E� DUPLEX WATERPROOF'REC 'rAGLE 0 TaBWNE -KAIi,OUM ON BASE UAN) FI LE: PROVIDES P0 PRAY Paa'ER FOR 6AIZ*E DOOR OMIER W TK , Q 21137 j DEDICATED APPUANGE'RHGFPTAGLE DATA -WALL OUTLET ON BASE UANJI SCALE: IED WALL.-MOUNTED U6Hr FIXTURE SUPPLIED BY OTH P5.M LETTER DF516NATI0N1ZEPRE5Bn5 SE.EGTION AS IDENTIFIED M SEPARATE 5u�E ® -FLOOR OU TET AS NOTED GENERAL NOTE: GMULTI 5ENSOR%M AND CARBON MONOXIDE DETEGTat �-+ IN5TAU"PER 2XO NYSRG DATA-RAOR OUTLET DRAWN BY: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE GENERAL ''s475UITAaW FLL0145CM U6HT FIXTURE w sD MJL71513oR SMoM DETECTOR (SWC NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO (SIZE AS NOTED) ® 16TALlEP PER 2=RrgRG COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY SHEET: DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR KLTI SENSOR HEAT DETEGTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. ® CaJ%DWA»ST FAN,GF�t A`'Not® I'v WTAI 1D PER 2020 W912L LI I I It 6334 Northern Boulevard \� I East Norwich, New York 11732 ---------- —_-_-_ �- 11 Broadway - Suite 3 -�.�� Amityville, New York 11701 I TM � W'h 516. 308.4646 Phone 516 . 813 . 0924 Fax Info@JoeBeIIoArchitects.com II 11 �, www.JoeBeIIoArchitects.com UOU UOU UOU II ` o ii Iii DATE ISSUED:r 9-8-2021 -Working Drawings II II II II ,II TM1 -"� �� 9-21-2021 -Issued to Trustees '" WP \ �J (�1 FLOOD 11-08-2021 -Construction Drawings Iii ` 1� " \ _-�" 1Np err - �p UMTS II ------------ II ,I III I I Pu=r=r------- ------------ -ir ------- LiE,- Vr ____ __I r---_______ ,1 1 _ • �3C \ All I li xT - 111 � l h � � � 1 AMMENDMENT: I I 1 I 1 \ I / i Ll an 1 \0 -------- -- ----- ------ rx it 1 SD = D r SD � �,--- • - r- _ 1 ----------------- h , Tr------ , I 1 1' 1------------ V"'�--� I ! liI • - O C� ' --------- ---- RESIDENCE I I 11 - - - - - I I - - -------- ---- Y J ------------- 2200 Sound Drive II , 1 ,j 1 I 11 I11 --- ------ Greenport 11 L__________ J -_-------------- J ,1 ' -----------= r---------- _-___-_�--------- I ------- --- New York, 11944 ---------- _------_- --------- - - ----------------- ------- ----- 1 o GF7 qp1 I I I ----------------------------------- r II When a registered design --- professional has stamped and i signed this page (blue ink), they are attesting that to the best of his/her knowledge, belief, and professional judgement, such plans and/or specifications are ELECTRICAL LEGEND in compliance with the latest 1 Second Floor Power & Switch Plan New York State Building Code. ITEM SYMBOL DESCRIPTION ITEM SYMBOL DESCRIPTION ITEM SYMBOL DESCRIPTION ESCALE: ©copyright i- 1/4"= V-0" J-BOX FOR SURFAa41I0I ffD a-M"FMn INDIGAT15 MOWS Of 1-16W1-16W FIXTURES t/OR co pY g 2021 SUPPLIED BY O1HPR5.HM LErm DF516NATION - REf.�TAGLfS PV GOM1r40N SwrCH FUNGTIGN a TOUGH PM15 FOR AUDIO a LIGHTING CONTROL; 5ELEGTfON A5 IDENTIFIED IN SEPARATE W = 60 AFF.UOR J-BOX FOR SURFAG 4VMTED CEILING PADDLE FAN- x 5W-7LE POLE SWITCH Q AV AN KEYPAD;48'AFF.UAx p�ED AR c.r x WIRE FOR LlOfT KIT. FIXTURE PROI/IDED BY OTHMZ5. a W '�� I=LETTM DF516NATION RU'R tfS 5ELECPON A5 n TtRI E41AY OR FOUR-WAY(A5 INDICATED)5MTGH Z ��5 t M. IDBtf1FW IN 5EPARATE 5atUt E c� } p ® CEILING SPERM ) O 6' DOPKIeW-IG LED JAMS SWITCH W B WALL 5PEAM )OR 90HOOR R LOCATION— DUPmi T>cmAGLE 5EE AN SGtDu b"RWE55IT DOMMM-IG LED,PM LENS— OO COhPLETELY EWA05M LAM H (a� b DOWNLI6HT DUPLEX REf.�'fAGLE SPLIT MW 4 5NeTGt®. a iti PORK AS WELL A5 5TRUG WfV GABLE PER AN -Q�, 032,70 �04� P� 1G LED,PET LOGAnON LISiID CONSULTANTS SPECS GF1 DUPLEX 6F1 REGB'TAU E F NE ]� y LOCAL AN EaM11, 1T wII EXTERIOR KA 4AOFFU411 FM SECURITY LIGHT FIXTURE O WPIv DUPLEX WATPI4'ROOFREGEPTAGLE O -�OUTLET(IN BASE U.ON) FILE: TELEPWW x L16Hr FOR 6' WOR OPM W TW q 21137 a DEDIGATLT APPLIA TIRb TTAGLE DATA -WALL OUTLET ON BA5E U.ONJ SCALE: x WALL-40UNTw u6K FIXMRE 51JP M BY O'am H=1 `l' LEM Dr-5I6NATIONi0'W:5M se.EGTIoN A5 GENERAL NOTE: AS NOTED IDEFtT1F1®IN 5EPARATE 5Uf7ULE n MJLTI 506OR 94OKE AND CARBON MONOXIDE DETEGTOR ® TtIxFF M-FLOOR OUTLET INSTALLED PIP 2WO W-SPO ® DATA-FLOOR OUTLET DRAVVN BY: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO SURFA S NOTINTt3�>I�oR>�c�rU6HTFIxTTiR>: W sD W�� TOR RWC 2020 RY9W, COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY (SIZE AS V © SHEET: DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR MITI 5ENSOR FEAT DEIEGTOR rM SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. ® GEU INC F�WAI>ST FAN r.FM A5 Na1m "D INSTALLED PIER X20 NYSRG FQ� , ', ' f, 6334 Northern Boulevard East Norwich, New York 11732 11 Broadway - Suite 3 Amityville, New York 11701 516. 308. 4646 Phone 516 . 813 . 0924 Fax Info@JoeBelloArchitects.com www.JoeBelloArchitects.com DATE ISSUED: 9-8-2021 -Working Drawings i 1 ; 9-21-2021 -Issued to Trustees 11-08-2021 -Construction Drawings I 1 I ------------------------------------------- ------------ ------------------------------------------- ----------- -------------------------------------------------------- -----------------------------------------------------^-------- ---- r_ ______________ ---- ---- ----------- ------ --- ______=________{_________________________=====s=====__________ -----------------r_______________ f=====__________ 1 r i t -t r - --, �- I I I I I I I , 1 AI I I 11 1 ' 1 1 N 11 I I I ' 1 1 I I I I 1 1 1 1 I I I I I I 1 1 I I I I I I I I I I I I I I 11 1 1 11 � 1 I I I I I I 11 I I I 1 1 11 1 I I Ir Ip AMMENDMENT: I I I I I Y I 1 1 1 1 I I 1 1 I ------------------ Ir --------1 r----------11 I r�,I -------'I'I IN1II;I , I I 1 1 I I I I I L ---------------------- I i i 1 1 I rJ Ly r--------- ' ' PROVIDE 1 POWERi L-------- ---------------------------------------------------' r---------------------------, -------------------i 1 1 1 1 1 I I I I 11 1 1 I I I I I I 11 11 1 1 , I 1 1 1 1 1 1 1 1 1 1 ' L------------------------------------ J L---------- ---------------- J 1 J r---- ----- l ' --------------------- J L _ 1 ----------- L---- ' 1 I L� 1 1 11 I I 11 •---- ---- JJ II II 1 1 I I !LAI I I 111 I � IN 1 11 II I 1 II 11 I ' II 1111 I 1 11 II I I ri In II 11 1 1 I N 1 PROVIDE I I I I DE ;; 11 I I H r� I I I I II I 4 N I I Itl I µ1 r1i I I I 1 11 I I I I 11111 I I I 1 1 0 1 POWi 1 1 I I 11 I anE F�ATIV�J 1 1 I 1 0tl4L1 �u 1N,N 1 1 1 n 1 I 1 1 a 1n n 1 1 1 1 I I 1 1 i i i i i i i i i i" 5 PROVIDE I I 11 11 Ny� 11 r'i I I 1 I �y.� 1 1 J L_________________J L_�_______..FdlIQ_� L OUMET 1 L--------------------------------- rJ L------------------------------------514TCH----J L------- -------------J L'----------------- --------J L - 1 r_________________________________- , 1 1 1 1 r------------------_,., 1 1 I I 1 1 -� 1 1 I II I 1 1 1 II 1 1 I I I I I I _ 1 ' I II 11 11 ------`' 1 I I I ----------- 11 11 I 1 .... I I 1 1 1 1 1 _____ __________� r.____---_-_-____ __-_ _-___ ______________-__----____-- 1 1 � 7 r---------- --- ---, r--------------- --- L ------- ---- �---------� -----------1========_'--------- �____=====i----------- 1 ' 1 1 `-- ---- --------- r- -I r-----------^ I I 11 1 1 I I 1 I 1 I 11 ( I 111 1 ' 1 1 1 1 L---------1 r-' L- ------------J I 1 1 1 1 r--------- -------- ------------ I IA 1 1 1 I I I I 111 ; 1 1 1 Itl I I ' �,/}]Q-�,_, •p'p�'`y'y��'y'1 1 I 'l l j 1 I 1 � It'1, I I OUTLETSADIK I I I I I 1 X 1 i 1 I 1 , 111 � 1 I AI oil -----------, ;;t------------- ; 01 RESIDENCE I I 1 I I 1 1 1 I I tll 1 ' ------- -- --- ------_-: ------ -------- __ , 1 2200 Sound Drive 1111-- 1 II 111 � , 1 1 l i 1 1 r-------1111---tri u1_------1111-- 1 1 1 Iii i , 1 1 d:11 i--1111--1111--i i I n i --1111-1111-- ' --1111—t --t r___1111-- ____ r - Greenport -------------1111-- -_--_-- ----____-- I ---- `===z=-=---'-- I New York,1 -j I 111 111 f- I r -� L----------------1111- ---- --------- J ' 111 I 1 TAT ------------ ----- `_--------- 1111____--� � I I I HOLIDAY U61fT5 �"------1111-- H i--1111-1111-- , I111 ---------- r--1111--------� = S==ma===r_�-4---^ 1 11 I ' EAVE MOWMV I 1 I FOR HOLIDAY U61M I I 1 I IIII , I 1 1 1 1 L___________________r L ___-___� , ;______________________ _ __ ----_-_____J --1111-- When a registered design I I I 1 ' 1 --- --- -- -- --- --- - ILIA professional has stamped and EAVIE M01 HTEP signed this page (blue ink), they FOR HOLIDAY LIMM are attesting that to the best of his/her knowledge, belief, and professional judgement, such ELECTRICAL LEGEND plans andan specifications are hthe latest 1 Attic & Eaves Power & Switch Plan ITEM SYMBOL DESCRIPTION ITEM SYMBOL DESCRIPTION ITEM SYMBOL DESCRIPTION New York State Building Code. E-3 SCALE: 1/411=1'-01, J-BOX FOR SAGE-HOUNTIv a LM LIM FlxnW © copyright 2021 . M r ffTES eROUPs OF LI61iT FIXTLR�S t/OR -� SUPFtld7 BY 01}E9t5.[�L.ETT�t DE516W>TiON �,,,_� � TP TOUGH PANELS FOR AUDIO t UG1iiTN6 GONFROL; 7 SELECTION A5 IDENTIFIED IN 5WARATE W � ' �F Tri 60'AFF.UAN. J-150X FOR 9URFAGE4IOUNTW CEILMEi PADDLE FAN- U 5009 POLE SWITGH Q av AN KEYPAD;40,AFF.UAN cr s WIRE FOR L C4tr KIT. FIXTURE PROVIDED BY 00M5. a ME41AY OR POUR-KAY(A5 INMATED)51UW W �� Q j M.A110 iM LETTIM DE516NAT10N 5 51ELEGT10H A5 tl7WFM IN%FMATE SGIEVVLE cn 0 ® GEILM6 5PEAKU2 ice) �V✓�> <<O�C.� J JAMB SWITCH Q 6' DOWNLM-IG LED P.. tiB W WALL 5PEAn R(REGE55ED)OR 5UBKOOR R LOGATiON— * �1 DUPLFXCREGEf'rA U 1'4 SEI=AN SGIEDUF i lIE' J�lr b'REGF95ED C0h1�16HT-IG LID,WITH LENS— W O GOMPLMY BJGL.05ED LAMPS W Q� DUPLEX'REGB'fAGLE SPLIT WIRID t 5NaTGHED. TT[[ i� POWB2 A5 ML AS 5T ZUGTURPD GABLE PER AN S�1 �Q � b' Dow�a.I6Hr ,..a O32 7� -IG LID,WET LOCATION U5TED GFI DIJPLEa(6FIfAGLP .1. CONSULTANT5 SPECS rn V LOCAL AN EGVIPMEIti w 1�4,p 4�1 25 U EXiMOR WAL I S0FFIT-MOIJNiED SEGWJ7Y LIW FIXTURE Q �,�, DUPLEX WATEFPROOFiTLEKACLE O p -y� �0ON BA-55E MON) F)LE: ®❑ PROVIDMAY E FOR CMA6E DOOR OPENER W/TK Q 1 21137 `-' �rr> DEDIGATED APPLIANGE'RFCMAGLE DATA -KqL OnM ON BASE UANJ SCALE: a X KALI-MaffrM U6HT MUM 511PL..IED BY afflWS.]MI T LE MT DE516NATiONVEPI EMM 5H-W iON A5 GENERAL NOTE: roamFl® TELEPHONE-FLOOR ouri>r7 AS NOTED IN SEPARATE SOME �; MSTALLED PW 2020 NYSRL MJLTi 5060R SMOKE AND GAReoN MONoxroE DEfEGTOR ® DATA-FLOOR O11i1.Ei DRAWN BY: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE GENERA ''xa' WME-Igafftlll HIVF15COT LIM FIXTURE � sD MULTI 5EMOR 5MOKE DETECTOR RWC NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO (SIZE A5 NOT®) Q WTD PER 2020 NrsRG SHEET: COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR GELIN6 EMY6T FAK C M A5 NOTES iiu H LT15EN50R HEAT M-FrLTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. ® MSTALLED PER 2020 NYORG t-3 HVAC NOTES: € r PROVIDED 1" HOTWATER COILS IN EACH AHU FOR HEDONIC FORCED HOTAIR HEATING �}I COORDINATE REGISTER & RETURN LOCATIONS WITH INTERIOR6334 Northern Boulevard DRAWINGS \`�� I Eat Norwich New York 11732 ALL NEW EQUIPMENT& SYSTEMS TO MEET OR EXCEED 2020 ENERGY CONSERVATION CODE OF NYS. ---- = 11 Broadway - Suite 3 `� - Amityville, New York 11701 GENERAL CONTRACTOR TO PROVIDE & MAINTAIN CONSTRUCTION FILTERS ON HVAC SYSTEM THROUGHOUT CONSTRUCTION. CLEAN ALL 516. 308.4646 Phone REGISTERS AND PROVIDE NEW FILTERS AT COMPLETION ON 516 . 813 . 0924 Fax CONSTRUCTION. ------------ 'iII _a Info@JoeBelloArchitects.com �r------------ - www.JoeBel[oArchitects.com SYSTEM IS TO BE VOLUME BALANCED AT COMPLETION OF CONSTRUCTION, TO ENSURE PROPER AIR SUPPLY& RETURNUOUUOU THROUGHOUT BUILDING. UOU O ;I I DATE ISSUED: WHOLE HOUSE VENTILATION NOTES: ;II 0 9-8-2021 -Working Drawings PROVIDE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM WITH ;I I 9-21-2021 -Issued to Trustees ;I I AIRFLOW RATES TO COMPLY WITH TABLE M1507.3.3(1) FOR i„ 11-08-2021-Construction Drawings CONTINUOUS OPERATION, USE TABLE M1507.3.3(2) FOR CONVERSION FACTORS FOR INTERMITTENT OPERATIONS "------------ - r REQUIREMENTS. � l O I, O l O Ii , 1 I PROVIDE MECHANICAL VENTILATION FOR BATHROOM AS PER R303.3. AND FOR RANGE HOODS AS PER M1503. WHERE SYSTEMS REQUIREMENTS EXCEED CFM THRESHOLD PER CODE, MAKE UP AIR IS TO ;I ei ;i i JJ . I BE PROVIDED THROUGH WHOLE HOUSE VENTILATION SYSTEM. CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M 1507.3.3(1) I 10 1� O II - �— - j ZONE #3 ZONE #4 1� ZONE # I j AMMENDMENT: NUMBER OF BEDROOMS I� O I DWELLING UNIT ;, , I ❑ FLOOR AREA 0-1 2-3 1 4-6 1 6-7 1 >7 (SQUARE FEET) AIR FLOW IN CFM '; ' ------------ < 1,500 30 45 60 75 90 O I 1,501 -3,000 45 60 75 90 105 I; ----- 1 I`tE #6 3,001-4,500 60 75 90 105 120 VO 4,501 -6,000 75 90 105 120 135 Vd-- ----- I T ----- -) II 6,001 -7,500 90 105 120 135 150 �; ------ –__1 >71500 105 120 135 150 165 i --_-- -----o-- > ----- ------ i —� --- ------------- ------ ' 1, it INTERMITTENTVA'HOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS TABLE M 1507.3.3(2) {; I II ------------- --- RUN TIME% IN EACH ------- ------ --- ------ ---� 25% 33% 50% 66% 75% 100% ;; ----�� --- -- ------- 4HOUR SEGMENT ----- r- ----- ----- --- ---------- ---- --- -- -----== ----- ------- --- -------- ------- --- --- ,I i -------- T --i 1 FACTOR 4 3 2 1.5 1.3 1.0 1 II ZOITE I 1 1 1 L---------- II 1 1 , I , ----------- ------ - -------------- -------------- � -- --, I b _ _ 1 SA-.D- IK ___________ _ _ _ _ ----------- ---- _-_-_--_--_-- RESIDENCE I, ----- -- ---- -------- --- --- ----------------- L ; ;II 1I ----------- ------------------------- --- --- -- - --- - -------------------------- i - i 2200NSound Dr ive ------------- Greenport ---------- =__ _ _____-L--___-____ -------------- ---