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TOWN OF SOUTHOLD BUILDING DEPARTMENT „ TOWN CLERK'S OFFICE M� 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#: 48856 Date: 2/3/2023 Permission is hereby granted to: 2nd Generation" Prop LLC m 230 E 85th St New York, NY 10028 To: Construct a new single family dwelling as applied for per SCHD approvals. At premises located at: Southold 905 Wildberry Ln, So.... _...... _._. ..... ...._................. ..�_. SCTM # 473889 Sec/Block/Lot# 51.-3-12.13 Pursuant to application dated 10/14/2022 and approved by the Building Inspector. To expire on w 8/4/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,204.00 CO-NEW DWELLING $50.00 . .................................. $ Total: 3,254.00 ...... ` ...... ............. Building Inspector pFFGd �� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httt)s://www car tlioldto n Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ' d Building I 5PeCktt PERMITNO. _ n JO Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an T0 Owner's Authorization form(Page 2)shall be completed. Date: o OWNER(S)OF PROPERTY: Name:Christian Napolitano SCTM # 1000-5143-12.13 Project Address:905 Wildberry Lane, Southold NY 11971 Phone#:973-204-1187 Email:bmilov@gmail.com Mailing Address: 1 Lefferts Place Apt #1 , Brooklyn NY 11238 CONTACT PERSON: Name: Robert Conway - Joe Bello Architects P.C. Mailing Address:6334 Northern Blvd. East Norwich NY 11732 Phone#:631-229-3482 Email: Rob@JoeBelloArchitects.com DESIGN PROFESSIONAL INFORMATION: Name:Joseph Bello - Joe Bello Architects P.C. Mailing Address:6334 Northern Blvd. East Norwich NY 11732 Phone#:516-308-4646 Erna I--Info@JoeBelloArchitects.com CONTRACTOR INFORMATION: Name:. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $950,000.00 Will the lot be re-graded? ❑Yes i No Will excess fill be removed from premises? ❑Yes 5RNo 1 u , PROPERTY INFORMATION Existing use of property:Vacant Land Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? Yes ❑No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Robert Conway RAuthorized Agent Downer Signature of Applicant: Date: I a/13�Zz STATE OF NEW YORK) SS: COUNTY OF ) Robert Conway being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Architect & Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application fileANrAe1 CHI-CIOF LO N T ,PAY PUBLIC- TATE OF NEW YORK Sworn before me this No,01LU6344683 J uaimod in NeSSau County day of ` I , 20 -2 yaw missionEXPire$t17-1 i- �J U . No ry Pubi" PROPEL TY'' OWNER AUTHORIZATION (Where the applicant is not the owner) Christian Napolitan0 residing at 19 Lefferts Apt #1 , Brooklyn NY 11238 I, do hereby authorize Robert Conway to apply on my behalf to the Town of Southold Building Department for approval as described herein, Owner's Signature Date Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project Bianca Milov- 905 Wildberry Lane, Southold, NY 11791 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,211 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 905 Wildberry Lane Bianca Milov Bello Architects Southold, New York 11971 905 Wildberry Lane 11 Broadway-Suite 3 Southold, New York 11971 Amityville, New York 11701 516-805-2437 516-308-4646 Compliance: 9.1%Better Than Code Maximum UA: 772 Your UA: 702 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 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. E n E' -iQlae Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,189 30.0 11.0 0.025 0.026 55 57 Vault: Cathedral Ceiling 522 30.0 0.0 0.034 0.026 18 14 Ambient Wall: Wood Frame, 16" o.c. 3,426 21.0 0.0 0.057 0.060 137 145 Front Door: Solid Door(under 50%glazing) 24 0.200 0.320 5 8 Window: Vinyl Frame 993 0.300 0.320 298 318 SHGC: 0.30 Garage Wall: Wood Frame, 16" o.c. 304 21.0 0.0 0.057 0.060 16 17 Garage Door: Solid Door(under 50%glazing) 21 0.200 0.320 4 7 Basement Stairs: Wood Frame, 16" D.C. 484 13.0 0.0 0.082 0.060 38 28 Basement Door: Solid Door(under 50%glazing) 24 0.200 0.320 5 8 Attic Knee Wall: Wood Frame, 16" D.C. 540 21.0 0.0 0.057 0.060 29 30 Attic Doors: Solid Door(under 50%glazing) 40 0.200 0.320 8 13 Floor Above Basement:All-Wood joist/Truss 2,339 30.0 0.0 0.033 0.047 77 110 Garage Floor: All-Wood Joist/Truss 372 30.0 0.0 0.033 0.047 12 17 Project Title: Bianca Milov- 905 Wildberry Lane, Southold, NY 11791 Report date: 10/05/22 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Michael Fauci - HERS Rater � �� � 10-05-2022 .......... ....................... ................. Name-Title Signature Date -- ...... ... .............. Project Title: Bianca Milov- 905 Wildberry Lane, Southold, NY 11791 Report date: 10/05/22 Data filename: Page 2 of 10 RESc +ec Software Version : REScheck-Web Inspection Checklist Energy! Code: 2018 I CC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Pre-inspection/Plan ection/Plan Review.....W Plan Value Value V FieldVerified Complies? p Comments/Assumptions & Re ID # 103.1, Construction drawings and ®Complies Requirement will be met, 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the 09 :building envelope.Thermal [:]Not Observable +'+envelope represented on ❑Not Applicable j construction documents. 103.1, Construction drawings and ®Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7energy code compliance for ;❑Not Observable j [PR3]1 lighting and mechanical systems. ; , j Systems serving multiple ❑Not Applicable j `dwelling units must demonstrate ,compliance with the IECC Commercial Provisions. rc Ty ...,-- .., 302.1, Heating and cooling equipment is Heatmg: Heating* ®Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hrsoK Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCAlin l'�In Manual J or other methods Btu Cooling/hr : CooBtu/hrg� ❑Not Observable 9 approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 'H gh Impact(Tier 1) L2.," Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bianca Milov- 905 Wildberry Lane, Southold, NY 11791 Report date: 10/05/22 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Re....ID 30 .2.1 'A protective covering is installed to ,Wl omplies Requirement will be met. [FO1,1)2 protect exposed exterior insulation :❑Does Not ;and extends a minimum of 6 in. below grade. ❑Not Observable d _ ;-❑Not Applicable -.rv... _........ . ._ ..................... 403,9_.... Snow-and ice-melting system controls i❑Oomplies Exception: Requirement is not applicable, VQ 12F installed. ❑Does Not r❑Not Observable ®Not Applicable Additional Comments/Assumptions: =High!mpact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bianca Milov- 905 Wildberry Lane, Southold, NY 11791 Report date: 10/05/22 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing / Rough-In Inspection! Value Value Complies? Comments/Assumptions & Req.ID _ 402.1.1, Door U-factor.°. .�...--._............m..___ _.__....�..,. U_ 020 ....._..._......... U a. ._.___......m.. ® p table e Envelope Assemblies Com lies � emblies 402.3.4 ❑Does Not [FR1]1 ❑Not Observable ❑Not Applicable w ............_� 402.1.1, Glazing U-factor(area-weighted U-0,30U ®Complies See the Envelope Assemblies 402.3.1, average). j❑Does Not ,table for values. 402.3.3, 402.5 ;❑Not Observable f [FR2]1 :❑Not Applicable QV 303.1.3 U factors of fenestration products RComplies Requirement will be met, [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ®Complies Requirement will be met, [FR23]1 :installed per manufacturer's ❑Does Not ;instructions. ❑Not Observable _........ ❑Not Applicable 402.4.3 Fenestration that is not site built ®Complies Requirement will be met.. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures '®Complies Requirement will be met„ [FR16]2 'sealed at housing/interior finish j❑Does Not and labeled to indicate <_2.0 cfm 'leakage at 75 Pa. ;❑Not Observable ❑Not Applicable ...... ..... .._............................................. ..............._.............. ....................-............ � 403.3.1 :Supply and return ducts in attics ®Complies Requirement will be met, [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ IR-6 where < 3 inches. Supply and: ❑Not Observable return ducts in other portions of ;❑Not Applicable the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ®Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with ;International Mechanical Code or ❑Not Observable International Residential Code, as' ❑Not Applicable japplicable. 403.3.5 ;Building cavities are not used as ®Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable j ❑Not Applicable 403.4 HVAC piping conveying fluids R-3 R- ®Complies Requirement will be met, [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to -2R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ®Complies !Requirement will be met, [FR24]1 piping. ❑Does Not i ❑Not Observable om❑Not Applicable j 403.5.3 Hot water pipes are insulated to R-3 R- ;®Complies Requirement will be met. [FR18]2 -R-3. iDDoes Not ❑Not Observable E UNot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bianca Milov- 905 Wildberry Lane, Southold, NY 11791 Report date: 10/05/22 Data filename: Page 5 of10 section Plans Verified Field Verified Rough-in inspectilonomplies? ommentslAssum tions l5c Req..IC7 Value Value � 40i'.6 " utomatic or gravity dampers are l complies Requirement will be met. TA 111911 installed on all outdoor air E]Does Not (intakes and exhausts, ]Not Observable ONot Applicable Additional Comments/Assumptions: M� diurn Impact filer 2l Loww impact(Tier 3y 1ich impact(Tier 1 2.._ _ _ Project Title. Bianca Milov-905 'Wildberry Lane, Southold, NY 11791 Report date: 10/05/22 Data filename; Page 6 of 10 # n PlanValueVerified LL Field ValueVerified ` Complies? Comments/Assumptions &Sec S Rec JD Insulation Inspection 303.1 All installed insulation is labeled ®Com _W mplies Requirement will be met. [IN13]2 i or the installed R-values ❑Does Not gprovided, ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R-30 R ;®Complies See the Envelope Assemblies 402.2.6 ® Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel j❑Not Observable40) ; ❑Not Applicable 303.2, Floor insulation installed per ®Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable j :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, Wall insulation R-value. If this is a R-21 R J®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 j❑ Mass j❑Not Observable [IN3]1 exterior, the exterior insulation Q requirement applies(FR10). E] Steel ❑ Steel ❑Not Applicable : ...... ................ 303.2 :Wall insulation is installed per iZComplies ;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) 3 Low Impact(Tier 3) Project Title: Bianca Milov- 905 Wildberry Lane, Southold, NY 11791 Report date: 10/05/22 Data filename: Page 7 of 10 section Plans Verified Field' RIp Final Inspection Provisions Value Value Complies? Comments/Assumptions & e — —.._�..M. _....._.._..._.. _._.� 402.1.1, Ceiling insulation R-value. R-41 R- VComplies !See the Envelope Assemblies 402.2.1, ;® Wood ❑ Wood °❑Does Not ;table for values. 402.2.2, <❑ Steel j❑ Steel 6 El Observable [Fill' ❑Not App j licable j FI1] 303.1.1.1, :Ceiling insulation installed per ®Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable a ❑Not Applicable m.............m.m................. 402.2.3 Vented attics with air permeable ®Complies Requirement will be met. [FI22]2 !insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable j ❑Not Applicable 402.2.4 ,Attic access hatch and door R-41 R- ;ZComplies ;Requirement will be met. [FI3]1 insulation >R-value of the ,❑Does Not adjacent assembly. []Not Observable ❑Not Applicable �....... — . .... . ..... 402.4.1.2 1 Blower door test @ 50 Pa. <=5 ACH 50 =3 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 4 cfm/100 cfm/100 °®Complies Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 T❑Does Not ;either: Rough-in test:Total ;leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of 'test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. — ..... .. .................. ........ 403.3.4 Duct tightness test result of<=4 4 cfm/100 cfm/100 `®Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection ....._.... 403.3.2.1 Air handler leakage designated WComplies a,Requirement will be met. [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable .....—._ ,._ ....... ❑Not Applicable C 403 1.1 Programmable thermostats ®Complies Requirement will be met. [FI9]2 'installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable -�code specifications. ❑Not Applicable v 403.1.2 Heat pump thermostat installed ❑Complies ;Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ®Not Applicable 403 5.1 Circulating service hot water ®Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable �i ❑Not Applicable n 1 Hight Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bianca Milov- 905 Wildberry Lane, Southold, NY 11791 Report date: 10/05/22 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions ID 403.6.1 'All mechanical ventilation system ®Complies ;Requirement will be met. [F125]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 �'Hot water boilers supplying heat � nComplies Exception:Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable ;temperature based on outdoor ®Not Applicable , temperature. 403.5.1.1 Heated water circulation systems OComplies Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply []Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal ;for hot water demand within the j occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 "Electric heat trace systems ❑Complies Exception:Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. u515. Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ®Not Applicable desired water temperature in the piping,. 403.5.2 Demand recirculation water ®Complies Requirement will be met. [F130]2 Fsystems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [FI31]2 ;tested in accordance with CSA ❑Does Not not applicable. 1355.1. Potable water-side pressure loss of drain water heat ;❑Not Observable recovery units< 3 psi for ®Not Applicable individual units connected to one or two showers. Potable water side pressure loss of drain water heat recovery units <2 psi for individual units connected to 'three or more showers. 404.1',90%or more of permanent _.,®Complies ;Requirement will be met. [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have WComplies Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not � []Not Observable j❑Not Applicable 401.3 :Compliance certificate posted. ®Complies Requirement will be met. [F17]2 ❑Does Not ❑Not Observable „ ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bianca Milov- 905 Wildberry Lane, Southold, NY 11791 Report date: 10/05/22 Data filename: Page 9 of10 e tion Plans Verifies[ Field'Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions&Re Manufacturer303.3 manuals for 10Cornplies Requirement awili be met. [Fliap mechanical and water heating 'l]Dpes Not ;systems have been provided. ,O]Nl of Observable IF-]Not Applicable Additional +I o mm nrt lAs umpltions:. 1 hdM h Im act(bier l) .. 6er Low impact(Tier ) Iwledlurn IrNt act _. 9 p p l ........m Project Title: Bianca lvdu'lcov-905 Wildberry Lane, Southold, NY 11791 Report date; 10/05/ Data filenarne: Page 10 of 10 20l118 IECC Energy Effidency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 41.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.20 Heating System: Cooling System: Water Beater: Name: Date: Comments Building De]2art rent..Agpficatio AUTHORIZATION (Where the Applicant is not the Owner) Christian Nqpolitano residing at 19 Lefferts Place, Apt#1 Brooklyn,NY 11238 ............... (Print property owner's name) (Mailing Address) do hereby authorize Robert Conway - Joe Bello Architects (Agent) to apply on my behalf to the Southold Building Department, 7 10 (Owner's Signature) (Date) "x) 0 (Print Owner's Name) b-e-k)re rv, e �-k( s j ITh doy a (0 Jo v-)�er , f J ALISA LUCCHI-CIOFALO NOTARY PUBLIC-STATE OF NEW YORK No.01LU6344683 Qualified In Nassau County My commission Expires 07-11-2024 I�v #. Town Hall Annex fid, �� � Telephone(631)765-1802 631 54375 Main Road 1� �� ,;� Fax( )765-9502 P. O. Box 1179 Southold, NY 11971-0959 W ,„ BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED 'FOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: 10/13/22 Owner: Christian Napolitano Location of Property: -µ905 Wildberry Lane, 1 Southold NY Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): ....-- Truss type construction (TT) 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) Signature: Name (person submitting this form): -Robert Conway Capacity(check applicable line): Owner ........ X Owner representative TrussReg15.docx Effective 1/1/2015 Q- i I LO u m �fD LO N LO N Qc, I o ��rlX rr l / rr o CL / �X I x / I 7 J W X 2 � Iti N(� w Lo T "� ) zva�a�r z z W z z LU2 w �> , (14 C u � r j tlJS II2 �6° err Yw r n,3 /p fl 1-2 gat rca ".. v fi�a ct i y" I lf N .� , r„ N � co wz I C Y vu �I W ia)- ,,, a a 4 a >- 0 U 0- wm a O U) a o a cwv > w w7 �- m > � 0 CDU D D- :!S wU 0 w �o O (D m p O p w m d J U) � Q 00 L- w Z C) z n- 0- O � d w C9`> as (} C7 D Q H'S goz Ouj c. z ` 4 ,`s_ Q �S O Qu 10� ¢ o (LIJ N � 0 °° I HYDRO ACTION AN-600 �j 20"DISTRIBUTION BOX 10 °a ROAD UNDER TC25. (). Z —26 4N0. OUR B TC2r ® �– 26.1 X26.3 1 r O g 6S x26. (L2) 8'-0"0x8'-0� DEEP FOUND O E (7 ACHING POOLS WOOD SZ1"E c x27.6 \ FUTURE EXPANSION APPROXIMATE 28'3X r � I FINISHED GRAGE Z ✓ EL.:±27' CAST IRON PIPE UP'TO AND 2' rs 288 PAST FOUNDATION'WALL IF PIPE DW NEEDS TO PENETRATE WALL 1 ` ,,�, INTERNAL W 27.8 .,D CLEAN P� 21X wA�K OUT Ywav CONTROL x28.4 p PANEL 3 'ED WATER LINE , �/r – r illi/r x — „�� PROPOSED UIG ELECTRICAL LINE 28.3 cr SEMENT ENTRANCE X 28.1\� Z 27.9X\ w \ FIELD 2 8.1 c� 27.5 28.2 J \ x ~'� afted rood \ O X27.9 O \ X 27.3 X 26.3 O ~ F00(Njq sjP O \ \ FOUND FEN05 0 \ \ FENCE 28.8 KE p 6 O \ \\ 0.3'S. a 0 D S1AKE` 25.1 gr, WIRE DEQ FENCE R'— 8� FOUid �. 24.2 WOOD PO �' 62 8' \2 \N00000 � ``-VENC S 79°25' 15 \VJ 0.3 S• S 63.67 �INE`(ARD EASEMENT A 'RICUL TURAL - RESERVE �k SURVEY OF LOT 7 MAP OF WILDBERRY FIELDS FILE No. 10641 FILED JUNE 21, 2001 SITUATE A�IEt� SOUTHOLD TOWN OF SOUTHOLD SUFFsO �� S.C. TOAXKNo.OU1000-51-03-12.13 NT , CY51-3 ,OR 3 E %5 SCALE 1"=40' JANUARY 5, 2022 o FEBRUARY 10,2022 ADD TOPOGRAPHILAL SURVEY a Jr� AREA = 22,682 sq. ft. 0.521 Oe. d`W� CERTIFIED TO., FIRST AMERICAN TITLE INSURANCE COMPANY BIANCA MILOV CHRISTIAN NAPOLITANO s •`ffr°,r, NOTES: 1„ 1.THERE ARE NO CLEARING RESTRICTIONS ON THIS PROPERTY. IT CAN BE 100%CLEARED. 2,ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS;,(X.X EXISTING CONTOUR LINES ARE SHOWN THUS:XX-----XX TC- TOP OF CURB VACANT VACANT '�D LANE Bl�"• , yQIL� Wp; REQ` 1D N P R�uNpEREORRC9wN �" 6 r5' 2 rv�5 15 r WONT h1 y F. 1 \ Cp 16.,Tx. \ O \ —x I I x27.G 15 r s 164% x 16.0 1S5 k' i2zs ,% LOT � 1 a O x\.,, ONEFDIELD / N pRIN�Y.01 a,�Et4"JELOPE' x2Z6 O x27.5 qua 611X� j 2U tE�"s" EgNCE 16.6 0. O \\ \ D.� O � FOUND PY,E� .2r3.T WIPE E R A Q'�3� PREPARED IN MCOlUANCE SIM THE MINIMUM BO GG\,Ips r6 yM!.62« gW TSANHE�IAI� uiD awPPR�WFDAANO MED 9eZ 1+r FOR S1MN USE BY THE NEW YORK BFATE IAND Ej7«6,' TRIF A550CM1gN. L v1N RESER EASEMENT AGRICULTURA N.Y.S.Lic.No.50467 UNNRIKKiMFD AIiFRAiION OR MOMON Nathan Taft Corwin III m THS SWNEY S A YMxATKIN Q SECnON 7M9 p'THE NEW CFo. YqM STALE Land Surveyor COPI6 of THS SURYEY MPP NOT SEWING ME LANG--SINNEfl SEM al ENeo'SED sxuL Nor eE cINISmERm Successor To:SianlBy J.Isakaeo,Jr.LS, TO BE A YWO TRUE COPY. Jp9Aph A In4e�n LS. a1Lo�Y m M MPETSIN�FOR SNDM TH 91RJEY ANa Su ys—Su6dh inions— Site Pbns— Cw tmolim L yoot IS Pg—D,AND ON HIS Eff—TO THE llTlf CONPMiY.ODYEIelAET1EPl AGENCY PND PHONE//631 727-2090 Fox(631}727-1727 LFIiDIlD INSIIIIIIbN ltilFD HEREON.PND l To 11E ASSICNQ5 OF THE LENplxt INSM- OFFICES LOCATED AT M4RJN0 ADDRESS lUiION.CEROFKWTgNS ARE NOT TRANAERABLE i5B6 Moin Rand P.O.Bo%16 ATHE ND EXISTENCE OF ROf OF wAY6 Jameepory Naw York 11947 Ju—p.,,New Yolk 11947 ANY,NOT SHOWN ARE NOT GUARANTEED. E-Mail;NC-100a.1— /off-si -3- �z ►3 * 11?_)851P - Asscs��s PROPOSED PRIVATE RESIDENCE SOUTHOLD F11 I F f' f,(7-J,1 NEW YORK Architects GENERAL NOTES: 6334 Northern Boulevard ---- - - East Norwich, New York 11732 THE GENERAL CONTRACTOR AND,ALL SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE FULL SET OF CONTRACT THESE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE THE ARCHITECTS PROVIDE 1"+/-NON SHRINK GROUT BELOW ALL BEARING AN)BASE PLATES 11 Broadway - Suite 3 DOCUMENTS,AND CONTACT ARCHITECT IN WRITING OF AM'CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF INSTRUMENTS OF SERVICES WHICH ARE LICENSED TO THE OWNER FOR THE SOLE USE WITH RESPECT TO THIS PROJECT.THE `: 7 Amityville, New York 11701 CONSTRUCTION. ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER ALL PIPE AND/OR LALLY COLUMNS TO BE SECURELY BOLTED,LEVELED WITH STEEL SHIMS AND PACKED TIGHT WITH NON-SHRINK THE WORK UNDER THIS CONTRACT SHALL CONSIST OF ALL LABOR,INSTALLATION,MATERIALRESERVE RIGHTS,INCLUDING THE COPYRIGHT. GROUT. SAND EQUIPMENT REQUIRED AND NECESSARY TO PERFORM ALL WORK AS SHOWN ON THE DRAWINGS SPECIFIED HEREIN AND AS REQUIRED BY CONDITIONS AT THE `� ' I THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL CONTRACTOR,OWNER OR ANY � ���---------'yy �SE � nb 1 5 16. 3 0 8.4 6 4 6 P h o n e JOIST HANGERS,HOLD DOWN CLIPS,ETC.SHALL BE SIMPSON STRONG-TIE CO.,INC.,OR APPROVED EQUAL(SECURED WITH ANNULARr 1 SITE. OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE. NAILS,ETC.AS PER MANUFACTURER'S SPECIFICATIONS)FOR ALL FLUSH STRUCTURAL CONNECTIONS. PROVIDE SADDLE-TYPE,HEAVY ILA), W�e C ER 1'TF?UC�� / � �� 516 . 813 . 0924 F a X ANY ITEM OF WORK NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION,WHICH IS NOT SPECIFICALLY COVERED ON THE DUTY BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS,FASTENERS,ETC.SHALL BE STAINLESS STEEL. PROVIDE WELDED p �LOr' ER C���S y Q �� /� Info@JoeBelloArchitects.com DRAWINGS OR IN THE SPECIFICATIONS,SHALL BE CONSIDERED INCLUDED IN THIS WORK AND SHALL BE PERFORMED IN A MANNER THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, STEEL CONNECTIONS FOR ALL FRAMING HANGERS,ETC.AT STEEL BEAMS,COLUMNS,ETC. Ur ^ o- P DEEMED GOOD PRACTICE OF THE TRADE INVOLVED. METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE ROAD TC Z 5, �� ®��' F NUO� S www.JoeBel[oArchitects.com WORK SINCE THESE ARE SOLELY THE GENERAL CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE 6 ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTALLED AS PER 'NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION", 5. ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN SED TC,21:).S=- � -2 ALL WORK SHALL CONFORM TO LATEST EDITION. PROP . THE 2020 BUILDING CODE OF NEW YORK STATE ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR,SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES,OR OF ANY OTHER PERSONS C DR(�PPE CURE ® v THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PERFORMING PORTIONS OF THE WORK. ALL STRUCTURAL WOOD FRAMING,UNLESS OTHERWISE NOTED,SHALL BE MINIMUM DOUGLAS FIR NO.2 OR BETTER WITH BASE TC 2 f \ 9 ?6' 2�' S THE 2020 FIRE CODE OF NEIN YORK STATE B _ A THE 2020 ENERGY CONSERVATION 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 COr�O CUR ,67 - DATE ISSUED: THE 2020 PLUMBING CODE OF NEW YORK STATE CONCRETE&FOUNDATIONS: REQUIREMENTS). �� A _ v 6.8 \ THE 2020 FUEL GAS CODE OF NEW YORK STATE F00N0 MANHOLE \ ; 6-29-2022- Issued for septic design ALL OTHER LOCAL CODES AND AGENCIES HAVING JURISDICTION. 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 NEW UNLESS OTHERWISE APPROVED BY THE ARCHITECT. ALL LUMBER S-`P�E COVER SHALL BE FREE FROM KNOTS,SHAKES,ROT,FUNGUS,OR OTHER DEFECTS. OOD y ^c 9 �. ' " d XX.X' EX/ST/NG GRADES 7-11-2022- Issued for updated septic ALL NEW CONSTRUCTION SHALL CONFORM TO AMERICAN WOOD COUNCIL,2018 WOOD FRAME CONSTRUCTION MANUAL FOR 1&2 CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/4",MINIMUM CEMENT CONTENTOF RK LBS/CU NANDA MAXIMUM W aI ? GJ i SWI XX.X' PROPOSED GR4DES SLUMP OF 4". ALL CONCRETE(CONTROLLED STONE OR GRAVEL)AND REINFORCED CONCRETE WORK SHALL CONFORM TO ACI-318 ___ 7.6 \ 10-3-2022-Working Drawings FAMILY DWELLINGS 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 FLUSH 28.3 \ \ , ` �\\ \ -o FRAMED MEMBERS. HANGERS SHALL BE THE APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE SPECIFIED NUMBER OF 1 o �� 10-13-2022- Issued for Bldg. Permit ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NATIONAL ELECTRICAL CODE(NFPA70)AND THE FASTENERS BUILDING CODES OF NEW YORK STATE. CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB TO BE BROKEN OPEN AND TESTED AT 7, \ Al \ \ \ o 14 AND 28 DAYS RESPECTIVELY.NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT p - ` \`\' _2.6.8 ALL PLUMBING WORK SHALL CONFORM TO THE 2020 PLUMBING CODE OF NEW YORK STATE REQUIREMENTS AND ALL OTHER LOCAL DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. DOUBLE ALL FRAMING AROUND ALL OPENINGS UNLESS OTHERWISE NOTED. i \ x �J CODES,ORDINANCES AND AGENCIES HAVING JURISDICTION AND TO THE STANDARDS OF THE LOCAL COUNTIES HEALTH A POSED 0\ DEPARTMENT. ALL REINFORCING,AS REQUIRED,SHALL BE MINIMUM GRADE 60 CONFORMING TO ASTM A-615. PROVIDE AND INSTALL ALL FIRE STOPPING,CATS,BLOCKING,ETC.AT EXTERIOR WALLS AND BEARING WALLS AND AS REQUIRED BY �PROPHAL T ° CODE AND/OR JOB CONDITIONS AND IN ACCORDANCE WITH STANDARD ACCEPTABLE PRACTICE. A� y _ A THE HVAC SUBCONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE INSTALLATION OF ALL HVAC EQUIPMENT AS NOTED ON THE PROVIDE EXPANSION,CONTROL AND CONSTRUCTION JOINTS AS REQUIRED BY APPLICABLE SECTIONS OF ACI 301-84. ( 9 DRI VE LN 27.8 DRAWINGS. ALL WORK SHALL BE IN COMPLIANCE WITH NEC,NEMA,NATIONAL PLUMBING CODE,ASME AND ASHRAE ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS TRIPLED ON JAMBS. THE INNER TWO STUDS SHALL BE CUT RECEIVE \ 2� ? r PROP SED " \0 SPECIFICATIONS,INCLUDING ALL EQUIPMENT,FIXTURES,MATERIALS,ETC.REQUIRED BY STATE AND LOCAL CODES. THE LINTEL OR HEADER OVER THE OPENING AND SHALL EXTEND IN ONE PIECE FROM LINTEL OR HEADER TO BEARING BELOW. THE � r PAVER THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL BEAR ON � VIRGIN,UNDISTURBED SOIL,MINIMUM DEPTHS AS PER DRAWINGS. SOIL BEARING CAPACITY IS ASSUMED AS 2,000 PSF MINIMUM. OUTER STUD SHALL RUN IN ONE PIECE FROM SILL TO TOP PLATES. 1 ` THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICABLE FILING OF ALL APPLICATIONS,PERMITS,DOCUMENTS, 9 ` INSURANCE,ETC.WITH ALL REGULATORY AGENCIES AS REQUIRED IN CONNECTION WITH THIS WORK. 27.3 THE CONTRACTOR SHALL VERIFY SAME IN THE FIELD. ALL NOMINAL JOISTS SHALL BE CROSSBRIDGED WITH SOLID BRIDGING AND/OR 5/4"X 3' BRIDGING AS INDICATED AT MID-SPAN OR x 28 n� 9\ 279 5, \\\\ 275'\I 27 CONTRACTOR TO PROVIDE DETAIL-ED PRICE BREAKDOWN.OWNER TO PROVIDE BUILDING PERMIT,SURVEY AND FINAL SURVEY. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE 30 DEGREE ANGLE OR REPOSE INTERVALS NOT TO EXCEED 8'-0"O.C.AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE NAILED UNTIL AFTER \ 1"rZ l 12' p Is'S o 27.5' \ PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING BETWEEN JOISTS OVER GIRDERS AND PLATES OF BEARING PARTITIONS. METAL A o rn ROOF o i 15.6 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH OF HIS SUBCONTRACTORS,TO VISIT THE SITE PRIOR TO FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE BASED ON AND CONSTITUTE THE BEST AVAILABLE INFORMATION. IT MAY BRIDGING STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY, P N `" N 0RC pVERN - 13.0 ✓ AGE psE SUBMISSION OF HIS BID TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. NO ADDITIONAL ALLOWANCES,OR EXTRA BE NECESSARY TO ADJUST FOOTINGS DEPTH DUE TO FIELD CONDITIONS IN ORDER TO REACH ADEQUATE BEARING MATERIAL. \ GAR 28.2 q•5 7.5 CHARGES,WILL BE PERMITTED BECAUSE OF HIS FAILURE TO PERFORM THE AFOREMENTIONED SITE VISIT. FOOTINGS SHALL NOT BE CONSTRUCTED UNTIL SOIL,PREPARED FOR BEARING,HAS BEEN REVIEWED BY THE ARCHITECT AND THE STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE ACQ 1 r ELco PRESSURE TREATED LUMBER. v� m 2'0 1 0 o AUTHORITIES HAVING JURISDICTION. T \ 0 1 18 THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING ALL SITE AND SAFETY PROTECTION(FENCING,BARRIERS, ETC.)DURING CONSTRUCTION IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES(OSHA,ETC.)TO PROVIDE FOR THE NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WALLS,BUTTRESSES,OR FOOTINGS UNLESS SPECIFICALLY SHOWN. NOMINAL SIZES OF LUMBER NOTED,ACTUAL NET SIZES USED FOR STRESS CALCULATIONS. �, 0, a � SAFETY OF THE PUBLIC AND THE PROTECTION OF THE SITE AND BUILDING. \ p z 3• �F Z a ALL DIMENSIONS ARE TO STUD FACES OR CENTERLINE OF BEAMS. OPO$E THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND WHERE SLAB ON GRADE IS SUPPORTED ON BACKFILL,THE FILL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 8"TO AT LEAST 95/ 28.3 28 P R Y FRAME DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FILL MATERIAL SHALL BE LIMITED TO WELL GRADED SAND OR SAND AND GRAVEL x (28.x' $TOR G N 15.2 MIXTURE WITH LESS THAN 10 TO 15%FINES PASSING THE NO.200 SIEVE AND A MAXIMUM GRAVEL SIZE OF 3". WOOD JOISTS SUPPORTED BY STEEL BEAMS TO BE CONNECTEDTO 2"X_"WOOD BLOCKING BOLTED TO STEEL BEAMS WITH(2)1/2" g.0' N DWELL L L I 20.2' _ THE GENERAL CONTRACTOR SHALL CONFIRM AND VERIFY EXISTING BEARING CONDITIONS BEFORE PROCEEDING WITH THE WORK. DIAMETER BOLTS W-0"O.C.MINIMUM WOOD JOIST LAP IS 4". Q0OR EL. 3 0° 2 N = CONCRETE SLABS ON GRADE SHALL BE POURED OVER 10 MIL THICK CLEAR POLYETHYLENE FILM VAPOR BARRIER OF TYPE CELLARFL FLOOR EL. : 62.3 mo DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS TAKE PRECEDENCE. IF DISCREPANCY ARISES RECOMMENDED FOR BELOW GRADE APPLICATION. ALL FLUSH STEEL BEAMS TO BE TOPPED WITH A 2"X6"WOOD PLATE BOLTED TO STEEL BEAMS WITH(2)1/2"DIAMETER BOLTS 4'-0" - FI RST RIDGE EL BASED ON FIELD CONDITIONS CONSULT WITH ARCHITECT'S OFFICE BEFORE PROCEEDING WITH WORK OR ORDERING MATERIALS. O.C. P7 5' „�]I �� HIGHEST N 28. ALL SUBGRADE FOUNDATION WALLS FOR CRAWL SPACES OR CELLARS TO BE TREATED WITH TUFF-N-DRI H8 DAMP-PROOFING BY \ THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY EXISTING DRYWELLS, TREMCO OR APPROVED EQUAL.INSTALLED PER MANUFACTURES INSTRUCTIONS DOUBLE JOIST UNDER ALL PARTITIONS PARALLEL TO SAME ANDAROUND OPENINGS. 21.5- �1 N `� t8,0' (28.2 - CESSPOOLS,SEPTIC TANKS AND UTILITIES,UNDERGROUND PIPING OR STRUCTURES THAT MAY INTERFERE WITH NEW WORK OR ;', 55.0' DEMOLITION AND TO PROTECT SAME FROM ANY DAMAGE. THE REPAIR OF ANY DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SPREAD FOOTINGS SHALL BE LOCATED SUCH THAT WALLS AND COLUMNS ARE CENTERED OVER FOOTINGS IN BOTH DIRECTIONS ALL FLOOR JOISTS SUPPORTING BATHROOM FIXTURES SHALL BE DOUBLED OR 12"O.C.WHICHEVER CONDITION IS DEEMED \\' - UNLESS OTHERWISE NOTED ON THE PLAN. PRACTICAL IN THE FIELD. y CA 14.0' SECOND 11 PATIO 7 16.0' 28.0 a x 2g 1 \ 29 NOTIFY ALL CORPORATIONS,ADJACENT PROPERTY OWNERS,UTILITY COMPANIES AND/OR LOCAL AUTHORITIES OWNING CONDUIT, C) FLOOR E 1 E� WIRES,PIPES OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY OR IN THE AREAS AFFECTED BY THIS CONSTRUCTION AND/OR STANDARD PROCEDURES OF FROST PROTECTION FOR FOOTINGS AND FOOTING EXCAVATIONS SHALL BE USED FOR WINTER LVL'S AND ENGINEERED WOOD I BEAM JOISTS TO BE AS MANUFACTURED BY'TRUSS JOIST MACMILLIAN CORP'OR EQUAL LVL 27.g \ (28,2' -\ \ N TERRAC 0 1 � OPp PAT OTHERWISE REQUIRED BY THE TOWN OR LOCAL AGENCIES HAVING JURISDICTION. CAP ALL ABANDONED UTILITY LINES IN CONSTRUCTION. BACKFILLING OF FOOTING EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOOTINGS FROM MEMBERS TO BE 13/4"WIDTHS OR SOLID PSL MEMBERS OF THE SAME SIZE. LVL'S SHALL HAVE A MINIMUM MODULUS OF y _ EP�� I 1 0' ACCORDANCE WITH THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDICTION. FROST ACTION. ELASTICITY OF 1,900,000 PSI. O \ 0\ r" Yal.l`J� OVER s6. P R,�CIP A •L VIE THE YV L THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION,EXCAVATION,CARTING,REFUSE AND THE LEGAL SPREAD FOOTINGS,UNLESS OTHERWISE NOTED,SHALL BE 8"DEEP X 16"THICK,REINFORCED WITH(2)CONTINUOUS#5 REBAR @ FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL LENGTH STL PLATES BOLTED TO WOOD MEMBERS WITH 5/8"DIA. DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL OF ALL DEBRIS FROM THE SITE. BOTTOM,MIN 3"CLEAR OF EARTH. BOLTS @ 12"O.C.STAGGERED,U.O.N. - j Env�L()P E DISPOSE OF ALL(IF ANY)HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED BY FEDERAL,STATE ANDA .� I \ (� SLAB ON GRADE,UNLESS OTHERWISE NOTED,SHALL BE 4"THICK,REINFORCED WITH ONE LAYER OF 6X6 W2.9X2.9 WELDED WIRE PROVIDE NEW WOOD HEADERS MINIMUM(2)2"X8"AT INTERIOR WALLS(NON-BEARING)AND AS PER DRAWINGS AT(2"X4"FRAMED) 20.0' LOCAL AGENCIES(INCLUDING THE:EPA). FABRIC CONFORMING TO ASTM A-185. EXTERIOR AND INTERIOR BEARING WALLS WITH SOLID BEARING STUD SUPPORTS AT ALL NEW WINDOWS,DOORS,AND OPENINGS AS �. \a� \ 28. 1 CCo THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE MATERIALS OR RUBBISH MAY BE REQUIRED BY EXISTING CONDITIONS AND NEW CONSTRUCTION UNLESS OTHERWISE SHOWN OR NOTED. CAUSED BY HIS OPERATIONS. AT THE COMPLETION HE SHALL REMOVE HIS WASTE MATERIAL AND RUBBISH FROM THE PREMISES AND WELDED WIRE FABRIC FOR CONCRETE SLABS ON GRADE SHALL BE PLACED 2"BELOW TOP OF SLAB. LAP SPLICE OVERLAP LENGTH TO 28. 2 \ \ 2 7.5 �, x 28.4 �/' SITE AS WELL AS ALL HIS TOOLS,CONSTRUCTION EQUIPMENT AND SURPLUS MATERIALS AND SHALL CLEAN ALL GLASS SURFACES AND BE 8' AND SHALL BE MEASURED BETWEEN THE OUTERMOST CROSS WIRES OF EACH FABRIC SHEET. ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE C-D EXTERIOR,TYPE 1 EXPOSURE. APA STRUCTURAL(GRADE STAMPED) X ' \ LEAVE THE WORK"BROOM CLEAN". UNLESS OTHERWISE INDICATED. EXPOSED PLYWOOD SOFFITS SHALL BE A-C GRADE EXTERIOR,TYPE 1.PLYWOOD SHEATHING @ BOTTOM OF FOOTING SHALL BE CARRIED DOWN AT LEAST 3 FT.BELOW LOWEST LEVEL OF ADJOINING GROUND OR PAVEMENT FLOORS TO BE 3/4"APA RATED. 48/24 SLOPED ROOFS AND WALLS SHALL BE SHEATHED WITH 1/2"APA RATED. THE GENERAL CONTRACTOR ISTO COORDINATE WITH THE OWNER FOR INSTALLATION OF THE OWNER'S SECURITY,TELEPHONE,OR SURFACE AND TO BE PLACED ON INORGANIC UNDISTRESSED SOIL W/A MIN BEARING CAPACITY OF 2000 PSF UNLESS OTHERWISE OTHER A/V SYSTEMS AND SHALL COOPERATE WITH OWNER'S INDEPENDENT CONTRACTORS. THE GENERAL CONTRACTOR SHALL NOTED. \ PROVIDE ADVANCED NOTICE TO THE OWNER AS TO WHEN TO SCHEDULE INSTALLATION SO AS NOT TO DELAY COMPLETION OF THE DRAWING LIST. PROJECT. CONTRACTOR TO PROVIDE AND COORDINATE INSTALLATION OF ALL SLEEVES REQUIRED TO ACCOMMODATE PLUMBING, MECHANICAL AND ELECTRICAL TRADES � � o 27 g . a� CONTRACTOR SHALL INSTALL AS PER OWNER'S DIRECTION ANY AND ALL INTERCOM,TELEPHONE,LAN,VLAN,SPEAK,ALARM, SHEET DESCRIPTION \ X COMPUTER,AND/OR CABLE WIRING IN WALLS PRIOR TO SFEETROCKING. BRACE ALL FOUNDATION WALLS AS REQUIRED PRIOR TO BACKFILLING. \ THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY ITEM OF EXISTING CONSTRUCTION GN-1 GENERAL NOTES: SITE PLAN c „ x 2 7. 5 D E o \ DO NOT BACKFILL AGAINST FOUNDATION WALLS UNLESS THEY ARE PROPERLY BRACED BY FLOOR SLABS,TEMPORARY SHORING,OR _ THAT IS TO REMAIN OR THAT IS DAMAGED DURING NEW CONSTRUCTION. BALANCED FILL.PROVIDE 15#FELT MEMBRANE OVER TOWELED ON MASTIC FOR DAMP-PROOFING ON ALL FOUNDATION WALLS, GN-2 GENERAL NOTES: PLUMBING ,^� 2S \ \ ; 26 o N \ 27.3 73 W()U p THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DE-WATERING,ETC.,AND THE WHERE INDICATED ON DRAWINGS. \ \ - - ■ R I �I`, AT E PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE TO REMAIN.PROVIDE FOR ALL GN-3 GENERAL NOTES: STRAPPING UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT CONDITIONS. UPON BACKFILLING FOUNDATION,CHEMICALLY TREAT SOIL FOR TERMITE PROTECTION IN ADDITION TO PROVIDING TERMITE SHIELDS \ \ 26'8 O RESIDENCE AND WOLMANIZEDSILLS. GN-4 GENERAL NOTES: STRAPPING & ENERGY O \ \ FE;'ICE \ ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVEL AND TRUE,WELL SPIKED AND NAILED AND ANCHORED TOGETHER TO FORM ' A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKAGE THROUGHOUT. WITH A MIN.2X6 SILL PLATE USE 5/8"ANCHOR BOLTS TYPICAL 44"O.C.(24"O.C.FOR SLAB-ON-GRADE)AND MAX.12"FROM EACH GN-5 GENERAL NOTES: IECC NOTES \ \ 0 3 S CORNER.7"EMBEDMENT MIN.USE 3"X 3"X 5/16"SQ.WASHER PLT. SEE PLANS FOR CORNER HOLD DOWN(HD)DESIGNATION O .0 905 Wildberry Lane ANY DAMAGE TO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO REMAIN MUST BE REPAIRED TO THEIR SC-1 SCHEDULE: WINDOW& DOOR 25. 1 FEP�CE SP ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO EXTRA COST TO THE OWNER. STRUCTURAL WORK: F 1C)OU �,TA�E ` V WARE DEQ' � °® � Southold, New York 11971 RESECURE AND PROPERLY SUPPC RT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY BE AFFECTED BY NEW A-1 PLAN: FOUNDATION 24.2 VJCOD \NODD PC- �'�, ��Cj�° CONSTRUCTION. OF REMOVE AND DIZE AND ACE ANY AND ALL NG TO SUPPORT ED,ROTTED T EDLOLR OT IMPOSED.IUNSOUND FRAMING. REPLACEMENT FRAMING MUST BE A-2 PLAN:FIRST FLOOR ® r5' °� 5 \ 1000-051.00-03.00-012.013 CONTRACTOR TO RESTORE ANY PORTION OF HOUSE DAMAGED DURING ALTERATION. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS. DIMENSIONS SHOWN ON THESE PIANS ARE NOMINAL.CONTRACTOR SHALL FIELD VERIFY ACTUAL DIMENSIONS.DIMENSIONS FOR A-3 PLAN: SECOND FLOOR C 3'S FRAMING ARE FOR ROUGH FRAMING. . PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFY ALL DOOR/WINDOW OPENINGS. A-4 PLAN: ROOF PLAN E�E CONTRACTOR TO PROVIDE ANY UNDERPINNING,AND/OR TEMPORARY SHORING,REQUIRED FOR THE ADEQUATE EXECUTION OF THE �7a CONTRACTOR SHALL BE FULLY COVERED BY WORKMAN'S COMPENSATION INSURANCE AND SUCH INSURANCE AS MAY BE REQUIRED JOB. A-5 ELEVATIONS: FRONT & RIGHT SIDE p'VE BY LOCAL LAWS. .-- �L',SE When a registered design A L professional has stamped and THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC"MANUAL OF STEEL CONSTRUCTION, A-6 ELEVATIONS: REAR & LEFT SIDE „j U� CONTRACTORS SHALL GUARANTEE FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF FINAL COMPLETION,AND ACCEPTANCE BY LATEST EDITION.MATERIALS AS FOLLOWS: j c U L signed this page(blue ink), they THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACTS. A-7 SECTIONS: TRANSVERSE SECTION A GR are attesting that to the best of STRUCTURAL STEEL: ASTM A572,GR50, • his/her knowledge, belief, and CONTRACTORS AT TIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE UNDERWRITERS CERTIFICATE FOR ELECTRICAL BARS,PLATES,ANGLES,MISC: ASTM A36 A-8 SECTIONS: TRANSVERSE SECTION SitePlan g WORK AND BUILDING DEPARTMENT ACCEPTANCE AS MAY BE REQUIRED BY THEIR RESPECTIVE TRADES. professional judgement, such SQSTEELTUBING: ASTM A500,GRADE B A-9 SECTIONS: CROSS SECTION plans and/ors specifications are CONTRACTOR TO EXPEDITE THE WORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. BOLTS: ASTM A325 - p ANCHOR BOLTS: ASTM A307 A-10 SECTIONS: CROSS SECTION SCALE : 1" = 20' ZONING ANALYSIS TOWN OF SOUTHOLD in compliance with the latest ALL WORK LISTED ON THE CONSTRUCTION NOTE SHEETS AND SHOWN OR IMPLIED ON ALL DRAWINGS SHALL BE SUPPLIED BY THE WELDING ELECTRODE: ASTM E70XX New York State Building Code. CONTRACTOR WHOSE BUILDINGTRADE STATUS STANDARDLY REQUIRES SAME. INFORMATION TAKEN FROM SURVEY PREPARED BY: 905 WILDBERRY LANE SOUTHOLD NEW YORK 11971 ZONE: A-C ALL WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND BE PERFORMED BY S-1 STRUCTURE: CELLAR CEILING- FIRST FLOOR FRAMING NATHAN TAFT CORWIN III, LAND SURVEYOR © copyright 2022 DURING THE COURSE OF CONSTRUCTION IF MODIFICATIONS TO THE DESIGN OCCUR AS A RESULT OF CLIENT,ARCHITECT,ETC.THE WELDERS CERTIFIED IN ACCORDANCE W/AWS STANDARDS. 1586 MAIN ROAD SCTM# 1000-051.00-03.00-012.013 CONTRACTOR SHALL SUBMIT TWO WRITTEN COPIES OF A CHANGE ORDER WITH THE AMENDED PRICE. CONTRACTOR SHALL NOT S-2 STRUCTURE: SECOND FLOOR CEILING -ATTIC FRAMING JAMESPORT, NEW YORK 11947 CONTINUE WITH ANY CHANGES UNTIL HE RECEIVES WRITTEN AUTHORIZATION FROM THE OWNER. PLACE ALL BEAMS W/CAMBER BOWING UP P: 631-727-2090 THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER,GENERAL CONTRACTOR OR ANY S-3 STRUCTURE: ROOF FRAMING F: 631-727-1727 ISSUE REQUIRED/ PERMITTED EXISTING SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED,IN WRITING,BY THE ARCHITECT. ALL NEW ROOF JOISTS,HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD MEMBERS SHALL BESET WITH THE CROWN EDGE NCORWIN3@AOL.COM UPWARD. S-4 STRUCTURE: TJI FRAMING DETAILS DATED: 1/5/2022 LOT AREA $0,000 SF. 22,682 SF. ERED ARCy THERE IS NO OBLIGATION FOR THE ARCHITECT TO PRODUCE CERTIFICATION LETTERS REQUIRED BY THE MUNICIPALITY. 6,011 M'E-1 ELECTRICAL: CELLAR LOT COVERAGE 20.0% =4,536 S.F. DWELLING 2,926 SF. o��pH � E-2 ELECTRICAL: FIRST FLOOR FRONT PORCH 129 SF. , SIDE PLATFORM 18 SF. TABLE R 3►01.2 (1) E-3 ELECTRICAL: SECOND FLOOR CLIMATIC & GEOGRAPHIC DESIGN CRITERIA (SUFFOLK COUNTY E-4 ELECTRICAL: ATTIC & EAVES REARPATIO (oPEN) 411 SF. s� REAR PATIO (W/2ND FLOOR TERRACE ABOVE) 231 SF. ��.� 3267Q COQ TOTAL 16.4 /o = 3,715 SF OF NE`N WIND DESIGN SUBJECT TO DAMAGE FROM MIN. LOT WIDTH 175.0 FT. 100.32 FT. GROUND SEISMIC WINTER ICE SHETLD FLOOD AIR FREEZING MEAN MIN. LOT DEPTH 2500 FT2000 FTFILE: SNOW DESIGN DESIGN UNDERLAYMENT HAZARD INDEX ANNUAL 22027 EFFECTS REGION DEBRIS ZONE DEPTH LOAD SPEED (MPH) TOPOGRAPHIC SPECIAL WIND WIND-BORNE . . . .CATEGORY WEATHERING FROST LINE TERMITE TEMP. REQUIRED TEMP FRONT YARD MIN, 50.0 FT. (PER APPROVED SUBDIVISION) 50.0 FT. SCALE: SIDE YARD MIN. 15.0 FT. (PER APPROVED SUBDIVISION) 18.2 FT. /27.8 FT. AS NOTED SIDE YARD AGG. 35.0 FT. (PER APPROVED SUBDIVISION) 45.8 FT. DRAWN BY: 30 130 MPH. NO NO ZONE 1 B SEVERE 36" REQUIRED YES 15° YES AS PER 1500 OR LESS 51° RWC EXPOSURE 'B' FIRM MIN. REAR YARD 50.0 FT. (PER APPROVED SUBDIVISION) 79.2 FT. SHEET: MAX. HEIGHT 35.0 FT. & 2-1/2 STORIES 28.6 FT. VENT PIPES TO EXTEND THROUGH ROOF 6"OR ABOVE ANTICIPATED MIN, 3"VENT FROM •w• SNOW ACCUMULATION, WHICH IZ"INSIDE THERMAL NEW YORK STATE REQUIREME EVER/S GREATER PER P3103.I I I RENVELOP T OOF AS PO ABOVE ROOF 03.2 Architects U ENSUITE BATH I JACK / JILL ROOFING NOTES: THE CONTRACTOR SHALL PROVIDE RECEPTACLES SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN SIX FEET(6') I I BATHROOM _ MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. 2" _ _ - _ T_ 2" FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 -T- 6334 Northern Boulevard GAGE[0.105 INCH I 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. F T T I- 7 I I I East Norwich, New York 11732 ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH I I I I I I I I THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. PROVIDE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM WITH AIRFLOW RATES TO COMPLY WITH TABLE M1507.3.3(1)FOR 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. 2I 2 I 2 I 2 I 2 I I I 12 12 I2 12" 1 1 Broadway - Suite 3 INSTRUCTIONS,BUT NOT LESS THATN THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE 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 MINIMUM LOAD FOR UNDERGROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE ONE HUNDRED PERCENT(100%)OF I TUBI TOILET LAV. LAV. ( I LAV, TOILET4SHOWEER MANUFACTURES APPROVED INSTALLNTION INSTRUCTIONS. THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E3502.2. 00ICE 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 oIT ? 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 SECONDFLSHOWER 5 1 6 . 8 1 3 . 0 9 2 4 F a X ACCORDANCE WITH TABLE E3702.1.THE ICE BARRIER SHALL BE'GRACE ICI_&WATER SHIELD SELF-ADHERED ROOFING UNDERIAYMENT'BY GRACE OR APPROVED EQUAL. 3" Info@JoeBelloArchitects.com INSTALLED PER MANUFACTURES INSTRUCTIONS FINAL SELECTION OF ALL ELECTRICAL LIGHTING FIXTURES TO BE BY OWNER-CONTRACTOR&ELECTRICAL CONTRACTOR TO COORDINATE ALL 2" I I 2„ www.JoeBelloArchitects.com RELATED WORK AS PER FIXTURES SELECTED CLEANp•�TRAP SIZE FOR TUB 2"TRAP SIZE FOR TUB CLEAN THE ICE BARRIER SHALL EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE OUT " SHOWERS AS PER 8 SHOWERS AS PER OUT EXTERIOR WALL LINE OF THE BUILDING. ANY LIGHTING&ELECTRICAL OUTLET SHOWN ON PLAN IS A PRELIMINARY LAYOUT-ALL LOCATIONS TO BE VERIFIED WITH OWNER IN THE FIELD-WALK THRU WITH OWNER/ARCHITECT IS REQUIRED RP3201.7 I I RP3201.7 THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. SMOKE ALARM,HEAT DETECTOR,AND CARBON MONOXIDE ALARM NOTES: ENSUI TE BATH ' I KITCHEN WET BAR LAUNDRY ROOM POWDER ROOM DATE ISSUED: FLASHING TO BE 0.04 ALUMINUM MIN.UNLESS OTHERWISE NOTED PROVIDE SMOKE ALARMS AND HEAT DETECTORS PER SECTION R314&NFPA 72 2" _ I 2„ 6-29-2022- Issued for septic design ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER • SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 F T I- ( I I I - I - -T- 7-11-2022- Issued for updated septic HEAT DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 521 OR UL 539 10-3-2022-Working Drawings FLASHING TO EXTEND MIN.8"UNDER SHINGLES AND UP VERTICAL FACE OF BRICK IF APPLICABLE. (AS APPROPRIATE FOR INTENDED APPLICATION) I I I I I I I I I I I I 12" I I g • CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 2'1 I 2" 2" 2`I 2-I 2" 2-I 2^I 2•• 2- 2" 2„ 10-13-2022- Issued for Bldg Permit 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 I I I I I I I I I VERTICAL FACE 1 INCH MINIMUM.IF APPLICABLE DR IN NEW CONSTRUCTION SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS&HEAT DETECTORS SHALL BE PROVIDED IN NEW I TUB I TOILET LAV. LAV. I I SINK SINK LAU YB LAV. TOILET PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS,LAP INTO GUTTER ATTACHED GARAGES. I o 0 INDLZ� F7 T IRECT o I I DISH DISH WASHING WASTE 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 WASHER WASHER MACHINE RAFTERS ABOVE AND BELOW THE SKYLIGHT TO PROVIDE AN AIR CHANNEL INTO ADJOINING RAFTER BAYS. SMOKE ALARMS AS REQUIRED BY APPENDIX J OF 2020 RESIDENTIAL CODE OF NEW YORK STATE FIRST FL. syowER CHIMNEYS SHALL EXTEND AT LEAST 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: 3" 2' 2' 2" 2" 2" 2" 2" p 2" 3" FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. 1.IN EACH SLEEPING ROOM. 2.OUTSIDE OF EACH SEPARATE SLEEPING AREA,IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 2 2 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 OUTAN CL 2"TRAP SIZE FOR TUB I OUT AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN 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 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 SHALL 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 OUTSIDE THE EXTERIOR WALLS OF THE BUILDING,INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE,SHALL HAVE A S.ALL LAUNDRY ROOMS/ROOMS CONTAINING CLOTH DRYER FRESH AIR INTAKE MINIMUM AIR SPACE CLARENCE OF 1 INCH. THE AIR SPACE SHALL NOT BE FILLED,EXCEPTTO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH I I I SECTION R1003.19 ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE 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 I 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. FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND 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 2" 11 4" HOUSE TRAP/N COMBUSTIBLE MATERIAL AND THE CHIMNEY. AND WITH OUTA DISCONNECT SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. CLEAN PIT W/STL, COVER OUT CHIMNEY CRICKETS-CHIMNEYS SHALL BE PROVIDED WITH CRICKETS,UNLESS THE CHIMNEY INTERSECT THE RIDGELINE.THE INTERSECTION 915 FIRE CODE OF NEW YORK STATE.CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 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 TO THE SLEEPING AREA,AND AT A MIN,ON EVERY STORY THAT CONTAINS A CARBON MONOXIDE SOURCE. FACTORY-BUILT FIREPLACES SHALL BI.LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE PLUMBING RISER DIAGRAM 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 BY THE MANUFACTURE OF THE CARBON MONOXIDE DETECTION DEVICE.ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN PLUMBING NOTES: LOCATIONS THAT AVOIDS DEAD AIR SPACES,TURBULENT AIR SPACES,FRESH AIR RETURNS,OPEN WINDOWS,HVAC DUCTS,CLOSED DOORS, 1.ALL WORK TO BE DONE BY A PLUMBER LICENSED IN THE LOCAL MUNICIPALITY. AND OTHER SUCH OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR. NOT TO SCALE 2.ALL PLUMBING WORK SHALL CONFORM TO THE 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 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. SIZETRAP FOR PLUMBING FIX 3.THE PLUMBER SHALL PAY FOR AND OBTAIN ALL PERMITS,INSPECTIONS,ETC.RELATED TO HIS WORK UNDER THIS APPLICATION,AS PLUMBING FIXTURES 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 AT ALL WOOD AND METAL JOINTS,AND ALL DOORS&WINDOWS. (INCHES) S.ALL PIPING IS TO BE CONCEALED IN WALLS,SOFFITS,OR HUNG CEILINGS AND SHALL NOT BE EXPOSED TO VIEW,UNLESS SO NOTED. BATHTUB(WITH OR WITHOUT SHOWER 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) 1 YS EXISTING PIPING SHALL BE MODIFIED AS REQUIRED. NOTED. ALL GYPSUM BOARD SHALL BE TAPED AND SPACKLED(3 COATS). 15"MIN. I5"MIN. BIDET 1 , 7.WATER DISTRIBUTION SYSTEM TO BE COPPER TUBING OR APPROVED EQUAL THROUGHOUT. CLOTHES WASHER STANDPIPE 2 DISHWASHER ON SEPARATE TRAP 1 PROVIDE AND INSTALL 5/8"GYPSUM BOARD TYPE'X'OR APPROVED EQUAL"FIRE CODE"GYPSUM BOARD(MINIMUM 3/4 HOUR RATED)AT TOP PLATES FLOOR DRAIN 2 DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6.DRILLING AND NOTCHING Z KITCHEN SINK(ONE&TWO TRAPS,WITH OR OF TOP PLATE SHALL COMPLY WITH'SECTION R602.6.1. GARAGE AND OVER BOILER ROOM EQUIPMENT AND WALLS ADJACENT TO HABITABLE SPACE AS REQUIRED BY STATE AND LOCAL BUILDING O WITHOUT DISHWATER&WASTE DISPOSAL) CODES. o LAUNDRY TUB 1 OR MORE COMPARTMENTS 1r- 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. SHOWER(BASED ON TOTAL FLOW RATE CUTTING. BORED HOLE MAX. DIAMETER 40 THROUGH SHOWERHEADS& THE CONTRACTOR MUST ALLOW AND PROVIDE FOR ALL NEW PLUMBINGGAS,WATER,ETC.),PIPING AND/OR REPIPING AND EQUIPMENT AS 2/"MIN PERCENT OF STUD DEPTH BODYSPRAYS) ( 30"MIN' S/8/N. MIN. TO EDGE flow rate: THE CUTTING OF ANY 2X JOISTS TO FACILITATE THE INSTALLATION OF PIPING WILL ONLY BE PERMITTED WITH THE FOLLOWING LIMITATIONS: MAY BE REQUIRED. CLEARANCE 5.7 gpm and less 1 J4 THE TOP AND BOTTOM EDGES 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. PROVIDE ACCESS TO ATTIC/CRAWL SPACE AREAS BY MEANS OF 24"X18"REMOVABLE PANELS IN CLOSET CEILINGS,OR AS INDICATED ON more than 12 3 gpm more than 25 B m 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 ON. MIN. TO EDGE THE END OF THE JOISTS. FRONT OF OPENING PROVIDE NEW FULL CAVITY INSULATION IN ACCORDANCE WITH THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE REQUIREMENTS ALL PLUMBING FIXTURES SHALL BE INSTALLED WHERE PIPES MUST PASSTHROUGH 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 WITH CLEARANCES IN ACCORDANCE WITH MORE THAN 1/2"GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE.ALL DRILLING OF HOLES SHOULD BE THROUGH THE NEUTRAL AXIS OR PERCENT OF STUD DEPTH 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 PRIVATE BORED HOLES SHALL NOT BE PERCENT OF STUD DEPTH, THEN STUD THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN LOCATED/N THE SAME CROSS MUST BE DOUBLE AND NO MORE THAN 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 ARE DOUBLED ACCORDANCE WITH TABLE P2903.2. UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; STUDAND SO BORED"'-0OPENINGS SHALL BE PROVIDED WITH(2)2x12 PLUMBING SPECIFICATIONS: BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS SHALL BE FINISHED WITH ANON-ABSORBENT SURFACE UP TO 8WATER SUPPLY PIPE-COPPER(ASTM 642) EXTENDING TO A HEIGHT OF NOT LESS THAN SIX FEET(61)ABOVE THE FLOOR. 4"MIN. 14"MIN. t 4"MIN. 2"MIN. WATER DISTRIBUTION PIPE-PEX(ASTMF877) RESIDENCE GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES,SIZES,COLOR ETC.W/OWNER PRIOR TO ORDERING I _ PIPE FITTINGS-PEX(ASTM F877) -� SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BALANCE,THE THERMOSTATIC WALL NOTCHING & HOLE LIMITS WASTE PIPE-PVC SDR35 905 Wildberry Lane MIXING OR THE COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING 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 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 Southold, New York 11971 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. WC NOT TO SCALE 4 2/"MIN 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 PSPN515Z 1000-051.00-03.00-012.013 SEPARATE SHUT-OFF VALVES. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO R310.1.1.SUCH OPENING SHALL NOT IMPEDE EGRESS ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTIONS P2902.4.1 THROUGH P2902.4.5. IN AN EMERGENCY,SHALL HAVE A MIN. AREA OF (5.7)SF.,WITH A MIN.DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF LAVATORIES RPS28 MSTC52 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 '°•• A SOIL OR WASTE PIPE,OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A When a registered design 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 LESSTHAN 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 THATTHE 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 WATER OR plans and/or specifications are BUILDING SEWER PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.2. TABLE M 1507.3.3(l) �-1 VENT PIPE ( ) in compliance with the latest THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL BACK-FLOW PREVENTER. ID L/3 L/3 New York State Building Code. NO NOTCHES D D/3 MAX. T D/ AX PERMITTED THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK. @ copyright 2022 NUMBER OF BEDROOMS D/6 MAX. m THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE. DWELLING UNIT NSI SS1.5 a 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 (802.6) CODE. INDICATE SPACING BETWEEN PLUMBING FIXTURES AS PER FIGURE R307.2&NON-ABSORBENT SURFACE AT TUB&SHOWER AS PER (SQUARE FEET) FLOOR JOIST - CENTER CUTS u y SECTION R307.2. e u ED ARC AIR FLOW IN CFM � Ns1 BOILER ROOM NOTES: m ` \a •I°° < 1,500 30 45 60 75 90 �� a • 1.PROVIDE A MINIMUM OF 18"CLEARANCE AROUND BOILER. 2.NO GAS OR ELECTRIC METER IN BOILER ROOM. o 1,501-3,000 45 60 75 90 105 NS1 U 3.BOILER TO BE ON CONCRETE BASE. •Oc T ¢ * ,I, � * 4.CEILING OVER BOILER ROOM TO BE MINIMUM ONE 1/2 HDUR RATED. W HSS2- S S1. 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. m SUPPLY op 4,501-6,000 75 90 105 120 135 D/3 MAX. D/4 MAX. 6 LINES s�9j� 2610 Q� ALL HEATING,VENTILATING AND AIF;CONDITIONING SYSTEMSAND WORK SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 13 �O THROUGH 24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ALL LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATEST "'� OF NE`N EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION. 6,001-7,500 90 105 12O 135 15O _1I_D r HSS2-3-SDS1.5 NSI-► ALL MECHANICAL SYSTEMS,EQUIPMENT,APPLIANCES,ETC.MUST BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE POPE UI D/4 MAX. ELECTRICAL MANUFACTURER'S SPECIFICATIONS,LISTING/LABEL AND THE CODE.. >7 SOO 105 120 135 150 165 CONDUIT ��' WIRING FILE: � 2/N. MIN, FROM O TOP ,�� '• . ALL FUEL,GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH A FLAME SAFEGUARD DEVICE,WHICH WILL OF JO SD BOTTOM D(ACTUAL DEPTH) O NS1 e10 22027 FLOOR JOIST - END CUTS t PSPN516Z LOAD BEARING WALL SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. R (with HVAC Chase) MSTC52 SCALE: PSPNSBZ ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE N1103.1 OF THE CODE. INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS s.» TABLE M 150733(2) ••� ®' ` AS NOTED . . ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITHTABLE N1103.5. ~RPS28Z DRAWN BY: DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBIECTTO THE MINIMUM FEDERAL STANDARDS AS PER TABLE N1104.1 AND N1104.2 AS APPLICABLE. RWC' 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 IS TO BE PROVIDED THROUGH 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 @ EXTERIOR STRAPP-ING DETAILS-- RE UIRED STRAPPING INSPECTION. F F f, f,Q CONTRACTOR TO CONTACT LOCAL BUILDING DEPT. FOR Q WINDOWS DOOR HEADERS ' ' i eis HIP RAFTER PORCH / DECK STRAPPING DETAILS RATIO LIMITS=HIL <3 I/2 PL YWOOD NOT SHOWN FOR CLARITY S/MPSON STRONG-TIE SOLID BLOCK/NG @ SEAMS NAILING SCHEDULE 1131 'CS20'COIL STRAP \ OVER EVERY RAFTER SIMPSON STRONG-TIE (3)80 NAILS � � 'HCP?'(SINGLE HIP RAFTER) � ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS 6334 Northern Boulevard 'HCP4'(DOUBLE HIP RAFTER) East Norwich, New York 11732 (3)SD NAILS ° v Notation ° (5)8D x 1-!/2"NAILS ? Rough A B C D E F —RIDGE TO RAFTER PL GE SHEATHING 8D ADJUSTABLE I BOARD SIMPSON STRONG-TIE p g y - Suite 3 O Opening 11 Broadway COMMON NAILS @ 6"O.C. HANGER ° 0 0 0 ° \ , -ABA46(4"X6"POST) EDGE FIELD. i �� A Amityville, New York 1 1701 (2)BD x I-1/Z"NAILS o -ABA44 (474"POST) 21-01 7 (1) 2x4 1 1 1 1 ROOF ROOF o i" TO PLATES PLATE I -ABA66(6'X6"POST) RAFTER RAFTER � ;�'.� •' " 3'-0" 7 (1) 2x4 2 2 1 2 D 516 . 308 .4646 Phone HOLD DOWN SEE DETAILS J SIMPSON STRONG-TIE 4-011 7 (1) 2X4 2 2 2 2 c 516 . 813 . 0924 Fax Info � H2A AT EACH RAFTER TYPICAL POST BASE THIS SHEET Q 5'-0" 7 (1) 2x4 3 2 2 2 Joe Bell oArchitects.com \ (O 80 X!-I/2"NAILS www.JoeBelloArchitects.com I- TO STUD CONNECTION DETAIL 6'-0" 7 (1) 2x4 3 2 3 2 B W RAFTER TO RAFTER ROOF RAFTER TO PLATE HIP RAFTER TO - - 7'-0" 7 (2) 2x4 or(1) 2x6 4 3 3 3 E 2 S3 2"X LEDGER FASTENED NOTE: 8-0" 7 (2) 2x4 or(1) 2x6 4 3 4 3 1 S PLATE DETAIL DA S TO WALL STUD DETAIL TO WALL STRUCTURE TE ISSUED. 0 CONNECTION DETAIL __ - (2) 2x or(1) 2x 5 3 4 3 A 1 SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR 7 4 6 6-29-2022-Issued for septic design Z JOIST HANGER PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY 10'-0" 7 (2) 2x6 5 4 5 4 F ^� (5)8D NAILS /'SIMPSON'H2.5 A SEE RAFTER TO BEAM TO BLOCKED AT JOINTS. 11'-0" 7 (2) 2X6 6 4 5 4 7-11-2022- Issued for updated septic Li POST STRAPPING DETAIL 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS 10-3-2022-Working Drawings (S5) THIS SHEET. 12'-0" 7 (2) 2x6 6 5 6 5 / HIP VALLEY 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FORA 10-13-2022-Issued for Bldg. Permit o RAFTER SIMPSON'Leo CONTINUOUS LOAD PATH. _ Notations U) SIMPSON STRONG-TIE y 0 BEAM A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS MODEL 'HRCl.81" 0 \ JOIST HANGER BLOCKING AT E N D WA L L ( ) NOTE: LL o ° a o ° B. NUMBER OF SILL STUDS ON THE FLAT DOES NOT APPLY TO DOORS O HIP ° COMMON ° J 2'X LEDGER FASTENED ° RAFTER o RAFTER TO WALL STRUCTURE C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER 0 HIP o � �\\ ° ° D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD ALL STRAPPING TO BE 11/4" x 20 RAFTER \ \ PORCH RAFTERGAUGE STEEL OR 'SIIMPSON' RIDGE TO END OF HEADER AT EACH SIDE ��o a (5)8D NAILS \ E. NUMBER OF JACK STUDS AT EA.END OF HEADERS (ASSUME DBL HEADER) EQUIVALENT- CS2G (COILED STRAP) CONNECTION SIMPSON STRONG ° BLOCK/NG 2 BAYS F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS (ALL STRAPPING SHALL BE INSTALLED cszo'COIL STRAP o 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 o ii 0 (8)8D NAILS - - --- _-- — --- --- ATTIC S4HIP RAFTER TO PORCH ROOF RAFTER COMMON RAFTER TO ROOF BEAM RIDG*E S5TOS6EA)CHENDOFSTRAP ATSPLICING OF TOP PLATES DE_T_AIL _ == TO _POST DETAIL HIP/VALLEY RAFTER DTL._ w _ WRAP CS20 STRAP CONTINUOUS FROM PORCH BM. OVER ROOF BM. TOP PLATE BACK DOWN TO PORCH L ' /w (4)8D NAILS p�PBM. AS SHOWN FIRST&SECOND FL. SPLICE LENGTH U) IF CRIPPLE STUDS ARE UTILIZED TOP PLATE SPLICE REQUIREMENTS SECOND FLR, OVER HEADER, THEN PROVIDE J (8)BD NAILS END J ONE CS/8 STRAP FROM TOP Building Number of 16d common nails ° LENGTH CUT PLATE TO CRIPPLE STUD&FROM Q SIMPSON STRONG-TIE LENGTH NEP°�R CRIPPLE STUD TO HEADER FIBERGLASS HOLLOW Dimension (ft.) per each side of splice 'CS20'COIL STRAP FIBERGLASS COLUMN (8)8D NAILS 's O BLOCKING 2 BAYS W p OVER EVERY STUD ° (8)80 NAILS 121-0" 5 ti ° �_ LENGTH (8)8D NAILS BACK @ 48"0.1. 161-0116 0 CUT EXCEPTION: —EACH ND MON OF STRAP AT WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE \ SIMPSON STRONG-TIE EACH END OF STRAP 2O-O" 8 CLEAR CS/8'COIL STRAP OVER PORCH GIRDER THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED 0 w 11 SPAN EVERY JACK&K/NG sruD --" BLOCKING IS NOT REQUIRED. 24'-0" 10 Z SIMPSON STRONG-TIE POST TO BEAM STRAPPING SIMPSON H2.5 28'-O" 11 ^ 'CS20'COIL STRAP Li. OVER EVERY STUD INSTALL 'SIMPSON'CMST/6 FOR POST \', FIRS FLOOR l6 FT WIDE SLID/NG DOOR r a NAIL SPACING FOR SHEATHING 32'-0" 13 z POST BASE (8)BD NAILS Q END EACH PROVIDJACK STUD E STRAP ORdillf 11604, 36'-0" 14 1. Tabulated splice top plate to top plate ° LENGTH WHEN MULT/PLEJACK 40'-0" - 16 connection shall not have more than (8)8D NAILS- (8)8D NAILS STUDS ARE REQUIRED PRESSURE ZONES L p CONCRETE PIER 2-16d nails per 6" 50'-0" 20 2. Tabulated splice assume a building N ° °SSS HOLLOW PORCH ZONE 1 ZONE 2 ZONE 3 ZONE 4 60'-0" 24 located in Exposure B or C. J (8)8D NA/LS COLUMN TO DECK 70'-0" 28 3. Top plates shall be a minimum of stud Q 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. SS9 8FLOOR ASSEMBLY DETAIL PANELEDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. S7DETAIL HEADER OPENINGTO V'VALL STUD DTL WALL STUD --- ----- -------- ROOF BEAM L A L L A L A t���I ,_ y A v __ PORCH ROOF RAFTER TO I BEAM TO POST Q o 0 0 0 0 o Q 3 o MULTIPLE PIECE BEA PRIVATE STRAPPING(SS) BEAMS ' (8)8o NAILS SIMPSON STRONG-TIE l O RESIDENCE Q 'CS20'COIL STRAP SIMPSON STRONG-TIE • O ° (8)8D NAILS —•— OVER EVERY STUD SIMPSON STRONG-TIE cszo'COIL STRAP °• SOLID WOOD POST INSIDECONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS (1) CS20'COIL STRAP OVER EVERY STUD O ° HOLLOW COLUMN A A OVER EVERY STUD O O O O O O O O O O O O 905 Wildberry Lane 4 2 / l 2 4 4 2 I I 2 4 W 13/" Width Pieces: Southold, New York 11971 „= • MINIMUM OF 3 ROWS 10d (3 X 0.128 ) NAILS AT 12" O.C. (8)81 NAILS / LOAD-BEAR'G HOLLOW • MINIMUM OF 4 ROWS 10d (3" X 0.128") NAILS AT 12" O.C. FOR 14" 1000-051.00-03.00-012.013 V „ RIM JOIST '= FIBERGLASS COLUMNlo /O Z (8)8D NAILS (2)8D NAILS ecocKlNG O /O AND DEEPER BEAMS ( ) 1 LOAD MUST BE APPLIED EVENLY ACROSS (2)SDNAILS \ \' S� PTE ° -200 OIS1 • IF USING 12d (3%") OR LARGER NAILS THE NUMBER OF NAILING ROWS ENTIRE BEAM WIDTH. OTHERWISE, USE ✓o ° J POST BASE INSIDE HOLLOW 3 3 / 3 Q 3 4 3 a WRAP UNDER po08�e (5)8D NAILS COLUMN(SEE DTL.) O MAYBE REDUCED BY ONE. CONNECTIONS FOR SIDE-LOADED BEAMS. a SILL PLATE SILL PLAAP TER SIMPSON'H2.5 A o=,° °° (8)8D NAILS GABLE ROOFS - HIP ROOFS ADDITIONAL NAILING OR BOLTING MAY Q pP�101 TOP PLATE� ° NOTE: 3%2' Width Pieces: BE REQUIRED WITH SIDE-LOADED N JOIST HANGER When a registered design P°° % CONCRETE FOUNDATION A=4 FEET IN ALL CASES NAILING REQUIREMENTS ARE FOR 120-MPH 3-SEC • MINIMUM OF 2 ROWS " BOLTS AT 24" O.C. STAGGERED MULTIPLE-MEMBER BEAMS. REFER TO professional has stamped and III I I III I I I (5)80 X I-I/2"NAILS SIMPSON STRONG-TIE 'CS20'COIL RAP PEAK GUST. SPACING IS BASED ON 1/2" SHEATHING & 8D COMMON NAILS CURRENT PRODUCT LITERATURE, signed this page(blue ink), they WALL STUD OVER EVERY STUD are attestingthat to the best of N�N (8)81x1-1•'2"NAILS �� \ ��II�I °°I his/her knowledge, belief, and LL \ (8)80 NAILS professional judgement, such O II�III I��III (BJ 80 NAILS SOLID POST PORCH ANCHOR BOLT SPECIFICATION TYPICAL E plans ns and/or specifications with the latest 0 \Nall Stud to Wall Stud to Sill Plate Cantilevered Wall Stud XT. PARTITION TYPICAL EXT. compliance J Garage Wall S 12 -to- Rim to To Plate Detail COLUMN TO FOUND N New York State Building Code. S 1O [Rim Joist Detail S11 at GaTYPICAL TYPICAL�. - -= - -- ---_ - --- _=-- -- --g - --- ---- - --- -- -- -- - ---p- ASSEMBLY DTL. SPACING CORNERS INTERSECTION DETAIL CORNER POST © copyright 2022 � 44"0.C. 6"MIN. L FILLER BLOCK BEAM TO JOIST 12"MAX. fi- tA STRAPPING INSTRUCTIONS STRAPPING SIMPSON EDA (HOT-DIPPED GAL V.) ° ,��F� RC J 1. ALL STRAPPING TO BE 1-1/4"WIDE 20 GA.STEEL PLATE ONE 16d �`° COILED STRAP) ✓olsr SEE DECK LEDGER TO FILLER OR'SIMPSON'EQUIVALENT CS20 ° ( ) (4)80 NAILS DETAIL, SAME SHT. FOR • • ��'O5 �`�0��� Note: Required UNLESS NOTED OTHERWISE. \ ATTACHMENT TO HOUSE TWO 16d BLOCK THREE 16d W SOLID CORNER POST where note on plans 2. USE STAINLESS STEEL STRAPS&FASTENERS OR E Q TO FILLER 0 SOLID CORNER POST HOT-DIPPED GALVENIZED WHEN IN CONTACT WITH ! 'd • ' ; . ' BLOCK PRESSURE TREATED LUMBER. \ y' Z 3. INSTALL STRAPPING FOR ALL NEW (4)8D NAILS PORCH GIRDER 16d S 'SIMPSON'HDU8-SDs2.5 o CONSTRUCTION.AND WHERE NOTED ON PLANS STAGGERED 0 0 O< 0 4. INSTALL STRAPPING FOR EACH OF THE •POST TO BEAM STRAPPING PLAN 12"O.C. '9T X61 y 'S/MPSN'HDU8-SOS2.5 2-160 COMMON NAILS SIMPSON H2,5(HOr-D/PFFD GALVJ 16d 12°O.C. F �I r•• HOLDOWN 7/8"DIA. THREADED ROD FOLLOWING: , @ 6"0.C. FOR FULL POST TO SPACER VERTICAL LENGTH OF STUD -RAFTER TO RAFTER OVER RIDGE Posr easE STUD W W -RAFTER TO PLATE TO STUD 3"SQ. x 5/I6"WASHERS STAGGERED Z 0 BLOCKING @ ENDWALL ZO -HIP RAFTER TO PLATE TO STUD &END NUT SETUP ° ° FILE: 0 -COMMON RAFTER TO HIPNALLEY RAFTER Z SECOND FLOOR g -END WALL STUDS TO WALL STUDS WALL THREE 16d 0 DOUBLE SILL PLATE 22027 -HEADER TO JACK STUD (SINGLE FOR SLAB ON Fill Void with STUD TO FILLER 7/8"D/A. THREAED ROD �U Rigid Insulation 10d TOE- -JACK STUD TO RIM JOIST CONCRETE PIER GRADE APPLICATIONS) SCALE: V � EMBEDDED/2"INTO W • _ 7"EMBEDMENT INTO Prior to Sheath'g `"""� NAILED e BLOCK RIM JOIST CONCRETE W/ 'SIMPSON U) -WALL STUD TO RIM JOIST ,a :. CONCRETE FOUNDATION AS NOTED Z ser'ADHES/VE p -CANTILEVERED STUD TO WALL BELOW 5/8"DIA. ANCHOR 15"EMBEDMENT INTO TO SOLE _ -RIM JOIST TO SILL PLATE BOLTS(TYP.) �• �• BLOCK FOUNDATIONS SHOE DRAWN BY: IF FOOTING OCCURS 0 -RAFTER TO LEDGER WITH JOIST HANGER INSTALL (2)#4 DOWELS _ .• . RWC \ 'SIMPSON'HDU8-SDS2.5 T FLOOR° F/RSZ = w -RAFTER TO BEAM TO POST POURED � ' U Z 0 -BEAM TO POST TO FLOOR BEAM CONCRETE a '• ° ° SHOE SHEET: 0 HOLDDOWN CONNECTION HOLDDOWN CONNECTION POSTTFLOOTOPIER(FFOOTING) DECK STRAPPING BEAM TO POST WALLDAT/ON HU 3: 1 -JOISTS TO BEAM im =3 FOR FIRS-f FLOOR TO FOUNDATION WALL CONNECTION H2FOR FIRST FLOOR TO SECOND FLOOR CONNECTION ASSEMBLY DETAIL SECTION NAILING SCHEDULE 2020 ENERGY CONSERVATION CONSTRUCTION CODE COMPLIANCE STATEMENT: Ro F 1, fl, QDESIGN LOAD INFORMATION: MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE TABLE R402.2 TABLE 301.5 DESCRIPTION OF BUILDING ELEMENTS NUMBER OF NUMBER OF NAIL SPACING �''�+ it '' 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 1N/0 STORAGE LL=10 PSF NEGLIGIBLE MODERATE SEVERE CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 7-16d 7-40d EACH LAP 6334 Northern Boulevard UNINHABITABLE ATTICS W/ LIMITED STORAGE LL-20 PSF BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE 2,500 2,500 2,500c CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 7-16d 7-40d EACH LAP Generated by REScheck-Web Software East Norwich, New York 11732 NOT EXPOSED TO WEATHER COLLAR TIE TO RAFTER (FACE-NAILED) 2-10d 2-12d PER TIE -�- HABITABLE ATTICS OR W/ FIXED STAIRS LL=30 PSF BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END Com ' �a n c e C e 'f'c a c 1 1 Broadway - Suite 3 BASEMENT SLABS AND INTERIOR SLABS ON GRADE 2,500 2,500 2,500c Amityville, New York 11701 EXCEPT FOR GARAGE FLOOR SLABS RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END EXTERIOR BALCONIES & DECKS LL=40 PSF ( ) WALL FRAMING BASEMENT WALLS FOUNDATION WALLS, EXTERIOR WALLS 516 . 308 .4646 Phone 2,500 3,000d 3,000d TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d1 2-16d1 PER FOOT 5 1 6 . 8 1 3 . 0 9 2 4 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 Bianca Milov- 905 Wildberry Lane, Southold, NY 11791 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.JoeBelfoArchitects.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 Location: Southold, New York GUARDS IN-FILL COMPONENTS LL-50 PSF WEATHER, AND GARAGE FLOOR SLABS Construction Type: Single-family TOP PLATE OR BOTTOM PLATE TO 2-16d 2-40d PER 20STUD Project Type: New Construction a. AT 28 DAYS PSI. STUD (END-NAILED) 3-16d 3-40d PER 2"x6" STUD Conditioned Floor Area: 4,211 ft2 DATE ISSUED: PASSENGER VEHICLE GARAGE LL=50 PSF b. SEE TABLE R301.2(1) FOR WEATHER POTENTIAL. Glazing Area 21% 4-16d 4-40d PER 2„x8 STUD 6-29-2022- Issued for septic design C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Climate Zone: 4 (5572 HDD) 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, 2-16d 1,2 2-16d1'2 PER FOOT Permit Date: 7-11-2022- Issued for updated septic d. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENTCONCRETE BY VOLUME% ENDJOIST OR BLOCKING (FACE-NAILED) Permit Number: ( ) SHALL 10-3-2022-Working Drawings SLEEPING ROOMS LL=30 PSF NOT BE LESS THAN 5 % OR MORE THAN 7 %. FLOOR FRAMING Construction Site: Owner/Agent: Designer/Contractor: 10-13-2022- Issued for Bldg. Permit e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST 905 Wildberry Lane Bianca Milov Bello Architects STAIRS LL=40 PSF f. FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END Southold, New York 11971 905 Wildberry Lane 11 Broadway-Suite 3 (% BY VOLUME OF CONCRETE) TO NOT LESS THAN 3% IS PERMITTED IF THE SPECIFIC Southold, New York 11971 Amityville, New York 11701 COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 PSF BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END 516-805-2437 516-308-4646 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS: BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK TABLE 301.7 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST Com _y ALLOWABLE WIND-BORNE DEBRIS PROTECTION FASTENING Compliance: 9.1%Better Than Code Maximum UA: 772 Your UA: 702 Maxi mumSHGC: 0.40 Your 0.30 STRUCTURAL MEMBER DEFLECTION SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE R301.2.1.2 BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-offrules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. RAFTERS HAVING SLOPED GREATER THAN 3:12 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d1 3-16d1 PER FOOT Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade / W/ FINISHED CEILING NOT ATTACHED TO RAFTERS L180 a,b,C,d ROOF SHEATHING assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. INTERIOR WALLS AND PARTITIONS H/180 FASTENER SPACING WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/6" FIELD 4 FOOT 6 FOOT STRUCTURAL PANELS @ GABLE RAKE OVERHANGS 8d 10d 4" EDGE/4" FIELD Envelope FLOORS L/360 FASTENER TYPE PANEL SPAN< 4 FOOT < PANEL SPAN < PANEL SPAN DIAGONAL BOARD SHEATHING Assemblies ., - < 6 FOOT < 8 FOOT 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT ' CEILINGS W/ BRITTLE FINISHES (INC. PLASTER & STUCCO) L/360 #8 WOOD SCREWS 1"x10" or WIDER 3-8d 3-10d PER SUPPORT CEILINGS W/ FLEXIBLE FINISHES (INC. GYPSUM BOARD) L/240 W/ 2" EMBEDMENT LENGTH 16" 10" 8" CEILING SHEATHING Ceiling: Flat Ceiling or Scissor Truss 2,189 30.0 11.0 0.025 0.026 55 57 GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD Vault: Cathedral Ceiling 522 30.0 0.0 0.034 0.026 18 14 ALL OTHER STRUCTURAL MEMBERS L/240 #10 WOOD SCREWSAmbient Wall:Wood Frame, 16"o.c. 3,426 21.0 0.0 0.057 0.060 137 145 EXT. WALLS -WIND LOAD W/ PLASTER OR STUCCO FINISH H/360 W/2" EMBEDMENT LENGTH 16 12 9 WALL SHEATHING WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/12" FIELD Front Door: Solid Door(under 50%glazing) 24 0.200 0.320 5 8 Window:Vinyl Frame EXT. WALLS -WIND LOAD W/OTHER BRITTLE FINISH H/240 s STRUCTURAL FIBERBOARD PANELS SHGC: 0.30 993 0.300 0.320 298 318 �� LAG SCREWS 16" 16" 16" 1 211 11 GA.GALV ROOFING NAILS „ „ EXT. WALLS -WIND LOAD W/ FLEXIBLE FINISHES H/120 W/ 2 EMBEDMENT LENGTH / (o,1zo"zl-1/2"LONGx7/16'HEAD) 3 EDGE/6 FIELD Garage Wall:Wood Frame, 16"D.C. 304 21.0 0.0 0.057 0.060 16 17 25/32" 11 GA.GALV ROOFING NAILS _ 3" EDGE/6" FIELD Garage Door: Solid Door(under 50%glazing) 21 0.200 0.320 4 7 (0.120"x 1-3/4"LONG x 3/8"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 Basement Stairs: Wood Frame, 16"D.C. 484 13.0 0.0 0.082 0.060 38 28 B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. HARDBOARD 8d 8d 6" EDGE/ 12" FIELD Basement Door: Solid Door(under 50%glazing) 24 0.200 0.320 5 8 FASTENERS SHALL BY LOCATED NOT LESS THAN 1" FROM THE EDGE OF THE PANEL. PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURE) CANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT Attic knee wall: wood Frame, 16"D.C. 540 21.0 0.0 0.057 0.060 29 30 C.PRESUMPTIVE LOAD-BEARING VALUES OF FOUND. MAT. LENGTH OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT DIAGONAL BOARD SHEATHING Attic Doors:Solid Door{under 50°/D glazing) 40 0.200 0.320 8 13 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 Floor Above Basement:All-Wood Joist/Truss 2,339 30.0 0.0 0.033 0.047 77 110 STRUCTURAL MEMBER LOAD BEARING D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 1"x10" or WIDER I 3-8d 3-10d PER SUPPORT Garage Floor:All-Wood Joist/Truss 372 30.0 0.0 0.033 0.047 12 17 PRESSURE(PSF) VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS FLOOR SHEATHING THAN 1,500 POUNDS WOOD STRUCTURAL PANELS CRYSTALLINExBEDROCK: 12,000 '] Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other 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 calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in : SEDIMENTARY AND FOLIATED ROCK 4,000 MORE THAN 8 FEET (2438 MM) SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD REScheck Version REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE SECURED DIAGONAL BOARD SHEATHING Michael Fauci - HERS Rater 7%�Q.G 10-05-2022 SANDY GRAVEL/AND OR GRAVEL (GW& GP) 3,000 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE Name-Title signature Date 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 ATTHE PANEL CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, 1,500b ' EDGE.ALTERNATIVE NAILING SCHEDUALES SHALL BE USED WHERE WALL SHEATHING IS REDUCED. FOR PRIVATE SILT AND SANDY SILT LESS WHERE THE ULTIMATE WIND SPEED IS 180 MPH (290KPH) OR LESS EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR b. WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF ALTERNATE CONNECTORS,SHALL BE USED TO MAINTAIN THE LOAD PATH. RESIDENCE LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE NOTE: MIN. WIDTH OF CONCRETE OR MASONRY FOOTINGS TO COMPLY WITH TABLE R403.1 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF -�- ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. 5 Wildberry Lane INVESTIGATION. Southold, New York 11971 6" DIAMETER 1000-051.00-03.00-012.013 SHEATHING APA PORTAL NOTES: "a A35 FRAMING ANCHOR STAMPED O PLATOZA" 1. STRONG-WALL SHEARW�ALL IS MANUFACTURED BY SIMPSON STRONG-TIE REFLECTIVE RED REFLECTIVE WHITE STAMPED ON PLATE DOUBLE TOP o . o WASHER 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE TO THE RANTONE#'e' When a registered design PLATES I €1 DRAWINGS INSTALLATION GUIDE, T-SWGUIDE. MODIFICATIONS TO THIS PRODUCT 'S professional has stamped and MAXIMUM 718"SHIM AND THE STRONG-WALL AND ASSOCIATED SYSTEMS OR CHANGES IN THE . u; signed this page (blue ink), they VIEW A-A INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE INSTALLATION are attesting that to the best of STRONG-WALL his/her knowledge, TOP PLATES �" GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL t ge, belief, and ENGINEER. THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED B"(MAX)D/A. HOLE, professional judgement, such ONLY ONE HOLE IN PRE-INSTALLED INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. REFER plans and/or specifications are - _ SHEATHING HOLDowN in compliance with the latest TO I.C.B.O. PFC-5485 FOR FURTHER INFORMATION. New York State BuildingCode. SDS/4X6" THROUGH DCENTER OFPOST.IA. HOLE NUTBPLATEWASHER 3. THE CONTRACTOR SHALLVERIFYALL DIMENSIONS CONDITIONS ELEVATIONS ETC. a SCREWS ONLY/HOLE PER POST IN © copyright 2022 CROSS HATCHED AREA PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG-WALL SYSTEM. IF (TYPICAL EACH POST) ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF ALL THREAD ROD A A THE PROJECT ARCHITECT, PROJECT ENGINEER, OR BUILDING DESIGNER FOR COUPLER NUT CLARIFICATION PRIOR TO CONSTRUCTION. F---� (I)I"(MAX.)DIA. HOLE 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL IN RELATION .�ERED A) c THROUGH i OF BLOCKING WITNESS HOLES VISIBLE FOR TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. - 1/2 0�5 �P M. INSPECTIONSTROKE TOP PLA TE CONNECTION BEARING PLATE W/ 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING The construction type O ,A SDS /x2/z scREws OFFICIAL.. designation shall be 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST "l","u","III","Iv or"V" STRONG-WALL POST to indicate the construction I, (STUD SHOE REMOVED ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER LOCAL, classification of the adz ' FOR CLARITY) STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN structure under DESIGNATION FOR STRUCTURAL T)APICAL LOCA TION OF HOLE d . REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. section 602 of the BCNYS COMPONENTS THAT ARE OF �T�c 67� �OQ� d a A ° e 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE TRUSS TYPE CONSTRUCTION OF NE`N a STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, `.' ■ FLOOR CONSTRUCTION,INCLUDING z �_ INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORCES ■ ■ F GIRDERS AND BEAMS ~o -5/8"X/2"ANCHOR BOL p as G ■ ■ FROM THE STRUCTURE T D I THE RESPONSIBILITY OF THE DESIGNER. ROOF FRAMING FILE: � wr���MINIMUM CONCRETE 0 THE GROUND,U N S S R R W EMBEDMENT 22027 a a 8. SIMPSON STRONG-TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE BUILDING � "FIR" SSTB28 " SPECIFICATIONS, DESIGNSAND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH FR FLOOR AND ROOF FRAMING SCALE: I"MAXIMUM D/AMETEF HOLE IN FRAM/NG MEMBERS. ONLY ONE HOLE PER yEMBER CHANGES. STANDARDS AND CODES AS NOTED 9. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. DRAWN BY: GARAGE PORTAL STRONG-WALL SILL CONNECTION RWC TYPICAL APA PORTAL DETAIL TRUSS TYPE CONSTRUCTION SIGN SPEC, SHEET: rt 0 NOT TO SCALE NOT TO SCALE a 11 GN =4 ATTIC INSULATION TABLE R 402.4.1.1 ATTIC FLOOR FRAMING �' F I., RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" t-�' �-� r-� COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE 0�1 ENERGY CONSERVATION CODE: FIREPLACE ENCLOSURE SITE BUILT ATTIC ENCLOSURE- MECHANICALLY SECURED �" " AIR BARRIER AND INSULATION INSTALLATION INSULATED TO T.O. 1 SECOND FLOOR CEILING RIGID INSULATION ENERGY CONSERVATION NOTES: COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA FIRESTOP BLOCKING PREFABRICATED CHAPTER 1: SCOPE AND ADMINISTRATION: INSULATED CHIMNEY X R GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SUPPORT BLOCKING FOR x_ ✓ X � , I - 6334 Northern Boulevard BUILDING ENVELOPE. SEALING MATERIAL. THIN PROFILE STRUCTURAL \ ZIP TAPE OR EQUIVALENT East Norwich, New York 11732 R 104 INSPECTIONS: ' SHEATHING i THE EXTERIOR THERMAL ENVELOP CONTAINS A SEALANT OR ADHESIVE ! -�- R104.4 APPROVED INSPECTION AGENCIES. THE CODE OFFICIAL IS AUTHORIZED TO ACCEPT CONTINUOUS AIR BARRIER. SEALANT OR ADHESIVE THIN PROFILE STRUCTURAL 1 1 Broadway - Suite 3 REPORTS OF THIRD PARTY INSPECTION AGENCIES NOT AFFILIATED WITH THE BUILDING 0 Amityville, New York 11701 DESIGN OR CONSTRUCTION, PROVIDED SUCH AGENCIES ARE APPROVED AS TO BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. s SHEATHING AS ENCLOSURE LINER MECHANICAL LATCH TO PRESSURE QUALIFICATIONS AND RELIABILITY RELEVANT TO THE BUILDING COMPONENTS AND SYSTEMS PREFABRICATED FIREPLACE 0 SEAL AT WEATHERSTRIPPING THEY ARE INSPECTING. CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL RIGID INSULATION WITH MANUFACTURED PULL DOWN STAIR 5 1 6 . 3 0 8 .4 6 4 6 P h o n e BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE BE ALIGNED WITH THE AIR BARRIER. WOOD BLOCKING 5 1 6 . 8 1 3 . 0 9 2 4 F a x AIR BARRIER SHALL BE SEALED. TAPED AND SEALED JOINTS DRAFTSTOP 0 Info@JoeBelloArchitects.com R 106 REFERENCED STANDARDS: www.JoeBelloArchitects.com ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL ZIP TAPE OR EQUIVALENT SEALANT OR ADHESIVE O R106.2 APPLICATION OF REFERENCES. REFERENCES TO CHAPTER OR SECTION NUMBERS, DOORS TO UNCONDITIONED ATTIC SPACE SHALL BE SEALED. AROUND FOUR EDGES OR TO PROVISIONS NOT SPECIFICALLY IDENTIFIED BY NUMBER, SHALL BE CONSTRUED TO ALL JOINTS ,� TYPICAL AI RSEAL INSULATION 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 SHALL BE SEALED. SHALL BE INSULATED BE COMPLETELY FILLING THE CAVITY SEALANT OR ADHESIVE DATE ISSUED: CHAPTER 4: RESIDENTIAL ENERGY EFFICIENCY: WITH A MATERIAL HAVING A THERMAL RESISTANCE OF @ PULL DOWN ATTIC STAIRS 6-29-2022- Issued for septic design THE JUNCTION OF THE TOP PLATE AND THE TOP OF R-3 PER INCH MINIMUM. y 7-11-2022- Issued for updated septic EXTERIOR WALLS SHALL BE SEALED. ZIP TAPE OR EQUIVALENT rhx� ax• :x >: � ., R401 GENERAL: EXTERIOR THERMAL ENVELOP INSULATION FOR FRAMED ALL JOINTS NOT TO SCALE 10-3-2022-Working Drawings 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 10-13-2022-Issued for Bldg. Permit 1. SECTIONS 13401 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. / // i `/ �� 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. /i /.%�/�`//�\/�j\/ /'j /X� %j /j 13402 BUILDING THERMAL ENVELOPE: FLOORS(INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED \\\ \%\\%\\%\�\\�\� CEILING DRYWALL TAPED TO \\\`\j\�/\ GARAGE AND CANTILEVERED EDGE OF INSULATION. TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE WALL DRYWALL , \ \ �• , 13402.1 GENERAL (PRESCRIPTIVE). THE BUILDING THERMAL ENVELOPE SHALL MEET THE FLOORS) OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY �// /i�% 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. SPECIFIED IN CHAPTER 3. /�j/�%�� CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE CRAWL SPACE INSULATION WHERE PROVIDED INSTEAD DRYWALL CAULKED GLUED OR COVERED WITH A CLASS 1 VAPOR RETARDED WITH OF FLOOR INSULATION,SHALL BE PERMANENTLY R402.4 AIR LEAKAGE (MANDATORY). THE BUILDING THERMAL ENVELOPE SHALL BE OVERLAPPING JOINTS TAPED. ATTACHED TOTHE WALLS. //,' j��/ /��/ i / //\//\// GASKETED TO BOTTOM PLATE CONSTRUCTED TO LIMIT THE AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF �� \ \/�/�/�� \� SECTION R402.4.4 THROUGH R402.4.4. /, :�, \ \x i SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS,AND FLUE SHAFTS / \�j\/� 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 -777 GASKETED TO SUBFLOOR HAVING AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES PER HOUR IN CLIMATE --- BESEALED. ZONES I AND II, AND THREE AIR CHANGES PER HOUR IN CLIMATE ZONES 3 THROUGH 8. NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR AI RSEAL LOCATIONS (PREFAB. EIREPLACE) NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT SUBFLOOR GLUED, CAULKED 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. NEATLY TO FIT AROUND WIRING AND PLUMBING,OR TWO HALVES OF 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 _77, 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 1 R406 ENERGY RATING INDEX COMPLIANCE ALTERNATIVE: BE INSTALLED. PRIVATE 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 9 INFORMATION: PENETRATED BY THE BOOT. GWB CEILING Wil New Lane Y Southold, New York 11971 CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONCEALED FIRE 1. ADDRESS OR OTHER IDENTIFICATION OF THE RESIDENTIAL BUILDING. SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS 1000-051.00-03.00-012.013 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 RS EAL 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 AIRS EAL LOCATIONS (WALL) When a registered design 3. NAME OF INDIVIDUAL COMPLETING THE COMPLIANCE REPORT. 4. NAME AND VERSION OF THE COMPLIANCE REPORT. professional has stamped andNOT 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 witthe lates TABLE R 402. 1.2 WINDOW SPECIFICATIONS. TYP. DUCT GA. 24 ALUMINUM SHEET X T New York State Build ng Code. INSULATION & FENESTRATION HANGER METAL CLADDING FOR © copyright 2022 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 LIGHT ALUMINUM FOIL VAPOR ED AqTYPE U VALUE SHGC TRANSMITTANCE BARRIER. BUBBLE WRAP INSULATION NOT 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 HOT WATER PIPE cS� AWNING 0.24 0.16 0.32 '9T 26.7 AOQ TYP. AIR DUCT -- SOF NES 4 EXCEPT 0.32 0.55 0.40 49 20 OR MARINE 13+5 DOUBLE HUNG 0.27 0.18 0.40 --=_ _---- FILE: 22027 MASS FLOOR BASEMENT SLAB CRAWL SPACE SKYLIGHT ZIP TAPE OR EQUIVALENT SCALE: WALL R-VALUE WALL R-VALUE WALL (LAMINATED) 0.55 0.40 0.66 R-VALUE R-VALUE AND DEPTH R-VALUE FOR AIR SEAL MIN R-3 PIPE INSULATION AS NOTED FRENCH DOOR ADHERED TO PIES AS DESCRIBED IN R 403.5.3 DRAWN BY: (HINGED) 0.27 0.17 0.41 RWC 8/13 19 10/ 13 10, 2 FT. 10/13 FRENCH DOOR TYP. DUCT INSULATION TYP, HOT WATER PIPE INSULATION SHEET: ' (GLIDING) 0.28 0.18 0.41 _ NOT TO SCALE NOT TO SCALE 5„ unless noted otherwise on plan % DOOR SCHEDULE Architects 1 -_ Double Top Plate 2 6 MARK TYPE MANUFACTURE CATALOG # SIZE SWING MATERIAL REMARKS Ott Window Header �� _ CELLAR / CRAWL SPACE 6334 Northern Boulevard (see plan) East Norwich, New York 11732 1 F 001 SLIDING PATIO DOOR 'WEATHER SHIELD' 6080 - PREMIUM SERIES *6'-016" X 8'-0%" SLIDING GLASS & CLAD L LLL LLL 1 thick rigid insulation filler 002 INTERIOR FIRE RATED DOOR 'REEB' OVATION - 7102 *3'-0" X 7'-0" RH 1 %4" MDF 3/4 HR. FIREPROOF RATED & SELF-CLOSING - INTUMESCENT LAY 1 1 Broadway L L „ ER dw �t� (Typical in ext.walls) ED CORE ay - suite 3 L L 003 INTERIOR SOLID CORE DOOR 'REEB' ff OVATION - 7102 *2'-4" X 7'-0" LH 1 %411 MDF Amityville, New York 11701 L L I * FIELD VERIFY ALL OVERHEAD CLEARANCE WITH ALL MECHANICALS, PLUMBING, & STRUCTURAL ELEMENTS. COORDINATE DOOR HEIGHT & SWING PRIOR TO ORDERING DOORS Window Head 516 . 308.4646 Phone ' � FIRST FLOOR 516 . 813 . 0924 Fax lnfo@JoeBelloArchitects.com 7'-0"A.F.F.(typical) @ tects.com 101 HINGED ENTRY DOOR W/SIDELITES 'SIMPSON DOOR' 7982 THERMAL SASH 6'-0" x 8'-0" RH FIR 2 PANEL SIDELIGHT+ 3'-0" x 8'-0" DOOR + 2 PANEL SIDELIGHT www•JoeBelloArchitects.com TYPICAL HEADER TYPICAL DOOR JAMB 102 DOUBLE INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 4'-0" x 8'-0" LH / RH 1%4" MDF 103 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 3'-0" x 8'-0" LH 1-3/4" MDF 104 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-8" x 8'-0" LH 1-3/4" MDF DATE ISSUED: 105 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-6" x 8'-0" RH 1-Y4" M6-29-2022- Issued for septic design DF 106 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-6" x 8'-0" %4 LH 1-Y411 M7-11-2022-Issued for updated septic DF 7-11-2022-Working Drawings \� 107 INTERIOR POCKET DOOR 'REEB' OVATION - 7102 2'-0" X8 I-011 POCKET 1-3/4 11 MDF ADD 1" TO POCKETING SIDE STILE & TOP RAIL TO ACHIEVE EQ. STILES 10-13-2022- Issued for Bldg. Permit 108 SLIDING PATIO DOOR 'WEATHER SHIELD' Gyp.Board Casing to be selected O 109 SLIDING PATIO DOOR 'WEATHER SHIELD' (typical) —�— 1/4"reveal \� 110 SLIDING PATIO DOOR 'WEATHER SHIELD' (typical) \ 111 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-4" x 8'-0" RH 1-3/4" MDF 112 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 3'-0" x 8'-0" RH 1-Y4" MDF 1"x Flat Poplar \ 113 INTERIOR FIRE RATED DOOR 'REEB' OVATION - 7102 2'-8" x 8'-0" LH 1-Y4" MDF 3/4 HR. FIREPROOF RATED & SELF-CLOSING - INTUMESCENT LAYERED CORE \ to be painted 114 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 3'-0" x 8'-0" LH 1-Y4" MDF Shim Space 115 DOUBLE INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 4'-0" x 8'-0" LH / RH 1-3/4" MDF 116 INTERIOR POCKET DOOR 'REEB' OVATION - 7102 2'-4" x 8'-0" POCKET 1-Y4" MDF ADD 1" TO POCKETING SIDE STILE & TOP RAIL TO ACHIEVE EQ. STILES / I HINGED ENTRY DOOR 'SIMPSON DOOR' 7982 THERMAL SASH 3'-0" x 8'-0" LH FIR 118 OVERHEAD GARAGE DOOR 'CLINGERMAN DOORS' CB101 9'-0" x 9'-0" OVERHEAD PVC • Rough Opening O 119 OVERHEAD GARAGE DOOR 'CLINGERMAN DOORS' CB101 9'-0" x 9'-0" OVERHEAD PVC (see plan) -- % -SECOND FLOOR 201 INTERIOR SOLID CORE DOOR 'REEB' - " 3 " / OVATION 7102 3 -0x 7 -0LH 1 3811 MDF TYPICAL CASED OPENING 202 DOUBLE INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 41-011 x 71-011 LH / RH 1-/4 MDF 203 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-8" x 7'-0" LH 1-Y4" MDF 204 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-8" x 7'-0" LH 1-Y4" MDF 205 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-8" x 7'-0" RH 1-%" MDF _ 206 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-8" x 7'-0" LH 1-Y4" MDF 207 INTERIOR SOLID CORE DOOR REEB OVATION - 7102 2'-4" x 7'-0" RH1 %4" MDF TO"B" 208 SLIDING PATIO DOOR 'WEATHER SHIELD' TO"B" 209 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-4" X7 I-oil LH 1-Y4" MDF 210 INTERIOR POCKET DOOR 'REEB' OVATION - 7102 2'-4" x 8'-0" POCKET 1-Y4" MDF ADD 1" TO POCKETING SIDE STILE & TOP RAIL TO ACHIEVE EQ. STILES FRONT"A" FROM"A" LEFT HANDED RIGHT HANDED TYPICAL INTERIOR DOOR 211 DOUBLE INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 4'-0" x 7'-0" LH / RH 1-3/4" MDF 212 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-4" x 7'-0" RH 1-%" MDF 4 213 INTERIOR POCKET DOOR 'REEB' OVATION - 7102 2'-4" x 8'-0" POCKET 1-Y4" MDF ADD 1" TO POCKETING SIDE STILE & TOP RAIL TO ACHIEVE EQ. STILES 214 INTERIOR POCKET DOOR 'REEB' OVATION - 7102 21-411x 8'-0" POCKET 1-3/4 11 MDF ADD 1" TO POCKETING SIDE STILE & TOP RAIL TO ACHIEVE EQ. STILES WINDOW NOTES: INTERIOR DOOR NOTES: 215 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-4" x 7'-0" LH 1-3/4" MDF 216 DOUBLE INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 41-011 x 7 0 LH / RH 11-3/4" MDF PRIVATE 1. ALL WINDOWS AND EXTERIOR FRENCH DOORS BY 'WEATHER SHIELD' 1. ALL INTERIOR DOORS TO BE SELECTED BY OWNER '- 4-9/16"JAMBS WHERE 2X4 STUDS. HARDWARE AS SELECTED BY 2. ALL INTERIOR DOORS ARE TO HAVE ATTIC RESIDENCE OWNER. (TYPICAL FOR WINDOWS IN NEW 2X6 WALL CONSTRUCTION) - NO STICKING AND PANELS AS NOTED NEW WINDOW IN EXISTING 2X6 WALL CONSTRUCTION TO HAVE 301 ATTIC ACCESS DOOR 'CUSTOM' 2'-0" WIDE MIN. LH MDF TINSULATED W/AIR SEAL —� 6 9/16"JAMBS. GENERAL CONTRACTOR TO FIELD VERIFY WINDOW - 5/4"JAMBS WITH SQUARE CORNER HINGES 905 Wildberry Lane SCHEDULE TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. - 1/2" X 1-5/8" OG STOPS. Southold, New York 11971 1000-051.00-03.00-012.013 2. WINDOW GLAZING SHALL COMPLY WITH HAZARDOUS LOCATION AS 3. ALL DOORS TO BE PAINT GRADE MDF U.O.N. ON DOOR SCHEDULE. SET FORTH BY 2015 IRC R308.1 AND MEET THE CRITERIA FOR CATEGORY !! AS INDICATED IN 2020 RCNYS R308.3 SEE GN-04 4. FINAL QUANTITY TO BE VERIFIED BY CONTRACTOR. 5. AT POCKET DOOR UNITS, ADD 1" TO LEFT HAND SIDE WINDOW SCHEDULE 3. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND STILE (FROMW TOW)AND TOP RAIL TO ACHIEVE CONFORM TO 2020 RCNYS, PART R310.1.1. SUCH OPENING SHALL EQUAL STILES AFTER INSTALLATION OF FINISHED MARK TYPE MANUFACTURER UNIT SIZE CATALOG # LITE CUT QTY U VALUE SHGC REMARKS: When a registered design NOT IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA JAMBS AT TRIM. OF FIVE (5.7) SQ.FT, WITH A MIN. DIMENSION OF 20" 1N WIDTH, AND professional has stamped and 6. VERIFY ALL SWINGS WITH PLANS. DOUBLE HUNG 'WEATHER SHIELD' 3'-0" x 5'-2" 3052 SEE ELEVATION 3 EGRESS COMPLIANT signed this page (blue ink), they MIN. DIMENSION OF 24" IN HEIGHT, WITH BOTTOM OF OPENING NO HIGHER THAN 42" are attesting that to the best of A.F.F. 7. ALL DOORS, DOOR TRANSOMS, AND ADJACENT O DOUBLE HUNG 'WEATHER SHIELD' 2'-8" x 5'-0" 2850 SEE ELEVATION 9 his/her knowledge, belief, and SIDELITES TO BE TEMPERED GLASS, AS PER 2020 � � � �� � �� professional judgement, such 4. 'WEATHER SHIELD' REPRESENTATIVE IS TO FIELD MEASURE EXISTING NYSRC DOUBLE HUNG WEATHER SHIELD 3 -0 x 51-611 3056 SEE ELEVATION 8 EGRESS COMPLIANT plans and/or specifications are WINDOWS, TO BE REPLACED & IS TO FIELD VERIFY EXISTING R.O./ 0 DOUBLE HUNG 'WEATHER SHIELD' T-0" x 6'-0" 3060 SEE ELEVATION 3 in compliance with the latest New York State Building Code. M.O. PRIOR TO ORDERING REPLACEMENT UNITS. IN COORDINATION E CASEMENT 'WEATHER SHIELD' 2'-4" x 5'-0" 2450 SEE ELEVATION 3 109 FIXED UNIT W/GENERAL CONTRACTOR. © copyright 2022 F CASEMENT 'WEATHER SHIELD' 2'-4" x 6'-0" 2460 SEE ELEVATION 3 216 FIXED UNIT - ALL TEMPERED 5. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE DESIGNED TO WINDOW SPECIFICATION: 0 AWNING 'WEATHER SHIELD' 2'-0" x 3'-0" 2030 SEE ELEVATION 223 RESISTTHE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2) 3 TEMPERED ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R301.2(3). UNITS SERIES: PREMIUM &CONTEMPORARY AWNING IWEATHER SHIELD' 3'-0" x 3'-0" 3030 SEE ELEVATION 2 ALLTEMPERED ED q SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY AND INTERIOR FINISH: PRIMED PINE ER RC( 11 '7 BEAR A LABEL IDENTIFYING MANUF. PERFORMANCE EXTERIOR FINISH: WHITE I PICTURE WEATHER SHIELD 3 -0 x 6f-611 3066 SEE ELEVATION 6 ��S��eN "" CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO HARDWARE: RUSTIC BRONZE INDICATED 'WEATHER SHIELD' 3'-0" x 5'-6" 3056 SEE ELEVATION 1 Qom '° n� INDICATED COMPLIANCE WITH THE REQUIREMENTS OF 7/8" SDL MUNTIN BARS AS PER ELEVATIONS AAMA/NWWDA 101/1.S.2. SQUARE STICKING O PICTURE 'WEATHER SHIELD' 4'-6" x 5'-0" 4650 SEE ELEVATION 1 TEMPERED 6. WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM NOTE: CORDINATE FINAL COLOR AND OPTION PICTURE 'WEATHER SHIELD' 3'-0" x 2'-0" 3020 SEE ELEVATION 2 s `" WIND-BORNE DEBRIS MEETING THE REQUIREMENTS OF THE LARGE SELECTION WITH OWNER PRIOR TO ORDERING M DOUBLE HUNG - PICTURE 'WEATHER SHIELD' T-0" x 5'-611 3056 SEE ELEVATION 2 SIMULATED CHECK RAIL- SEE ELEVATION �9T�OF 26-70 NE`N�OQ MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED THERIN. PROTECTIVE PLYWOOD PANELS SHALL BE MARKED AND STORED ON SITE. FILE: 7. 'WEATHER SHIELD' REPRESENTATIVE IS TO SUPPLY THE CONTRACTOR 22027 WITH LATEST CUTSIHEET OF R.O. AND M.O. FOR SPECIFIED UNITS. SCALE: CONTRACTOR TO COORDINATE REQUIRED OPENINGS. AS NOTED 8. CONTRACTOR TO COORDINATE UNIT SIZE, REQUIRED R/0 AND M/0 DRAWN BY: WITH WINDOW MANUFACTURES SHOP DRAWINGS RWC SHEET: FRAMING NOTES: F, FJ, [,, GENERAL CONTRACTOR TO COORDINATE ALL A ` //�� FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL f ' c fts ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS I FIRE BLOCKING AS PER 2020 RCNYS A-q 8" POURED CONCRETE CHEEK WALL,COORDINATE SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING,HOLD DOWN DETAILS.AND FASTENER SCHEDULEWITH FINAL GRADING ALL NEW BA5EMENT5 AND/OR r RAWL 5PAGE5 TO r------------------�------------- ----------------------------- ----------------, BE TREATED WITH TUFF-N-DRI HS DAMP-PROOFING 6334 Northern Boulevard SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND MAGNITUDE. I r- ------ y --------- --- ----- ;` --------- - --------- ---------- - INSTALLED PER MANUFACTURES East Norwich, New York 11732 BY T�EMGO I I -------- --------- --- ---- --------- --------- --------- �. I I IN5TRUGTION5 INTERIOR FINISH NOTES: IN I ANCHOR BOLT NOTE: 1 1 B r o a w - ... .. . .•.a,,: ..:. ' I I r-------------------------- d a y S u i t e 3 ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF NOT GREATER THAN 200 I I I I „ I n 1 FOR SILL PLATE TOP OF WALL � TOP OF Amityville, New York 11701 AS PER SECTION R319 8 I 341-b":-8n I S" � I I JOIST LEDGE,PROVIDE IDE 5/8 ANCHOR BOLTS TYPICAL 44" O.G. (24" O.G. FOR 5LAB-0N-GRADE) BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED SHOWER HEADS AND IN r-_-_---'___ ___ _ AND MAX. 12" FROM EACH CORNERS.7" _L_LJ I I -•.. I I I 516 . 308 .4646 Phone SHOWER COMP. SHALL BE FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES s. I .,. I I EMBEDMENT MIN.USE 3"x3"x5/16"5Q. WASHER PLT. 5 1 6 . 8 1 3 , 0 9 2 4 F a x SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER I '' -------------- UNEXCAVATED 1 gp •�------- - ----- --J PATIO ABOVE � .;. I j j Info@JoeBelloArchitects.com STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 I www.JoeBelloArchitects.com I 1 j WINDOW& DOOR NOTE: Q I I I8'-0" 33'-0" m I 14'-0" 5'-4" 8" I I DATE ISSUED: ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE STEP FOOTING A5 I I r- :' I I I 6-29-2022-Issued for septic design NOTED ON PLANS: NEEDED,MAXIMUM I I I I UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; 30 DECREE ANGLEI I I 7-11-2022- Issued for updated septic UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 OF-REP05E I I I I 1 10-3-2022-Working Drawings --------- ------------------------�' PROVIDE b" 5DR PIPE TO PROVIDE b" 5DR PIPE TO �� - - ----------------------1 - .. ':..•:�; : .:::. :. •..: . ' : ,; ,. ... . .:..�,. •.,'..' I I .:.... . 10-13-2022- Issued for Bldg. Permit GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, SIZES, COLOR ETC. W/OWNER 1 .r' • '{. •• :., ..�::'. .O. 'f:' :4.'i;;.,:.,•.•., :•'::.:•,•.::.:...::.: . .•. . •..:•. I CONNECT LEADER TO DRYWELL CONNECT LEADER TO DRYWELL PRIOR TO ORDERING I f:� --------------------- ___-- , '. I SLEEVE THROUGH SLAB 4 5 I _-_-- -- _--- I I ;' �' y' • I PATIO FO_UN_D_ATIO_N_WA_LL--------------- ------ PATIO FOUNDATION SLAB � I - _ ----_ __ _ _ ATION WALL I I " • I `'` I . I HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET THE CRITERIA FOR - -----------"-------- I •,• ,'..,......' :....-:_. ;., ' •..... :: ,N...,;,_ , ,.. . 3 I% IIS LVL RCNYS R308.4 N I :,:..:. ..�.. ;.Y.. ,.. .' ,..; ? — CATEGORY 11 AS INDICATED IN 2020 C �. c' f' :� ;:.�� :r':... �''::' _ `''' DROPPED ALL WINDOWS &DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS PER ELEVATIONS. 4-9/16" I L_ ____________________________________ ----------- -----------------J JAMBS. FINISHES AS SELECTED BY OWNER. HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR TO FIELD I I OI I VERIFY TO INSURE PROPER;JAMB SIZES PRIOR TO PLACING ORDER. I ' I I 10' POURED CONC RETE I I I ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 NYSRC, PART 001 I I FOUNDATION WALL ON 12x24 V V u I I I L 310.1.1. SUCH OPENING SHALL NOT IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA a I I KEYED FOOTING.MIN 36 �? e I I '-� ° '� '-� ° BELOW GRADE OF (5.7) SQ.FT,WITH A MIN. DIMENSION OF 20 WIDTH/24 HEIGHT WITH BOTTOM OF OPENING NO I I -� �! � � � � ON VIRGIN SOIL I �;�•. I =I HIGHER THAN T-6"ABOVE FINISHED FLOOR. N EC7RES5 1 1 VELL o0Z I I f4i4i 1 .`:-'r II CONCRETE NOTES: I I "UNFINISHED CELLAR �, , , " L II I I 4 POURED CONCRETE SLAB TYPE X 5/8 GAB. ON ALL I o PROVIDE 1 1/8"X 1 1/4" DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM EACH WAY IN41-4" I = O `- r- 10 MILL.VAPOR BARRIER WALL5 AND CEILINGS r O 1 ALL BASEMENT, PORCH,AND GARAGE SLABS ON GRADE. CUT JOINTS WITHIN 24 HOURS OF V. b GLEAN COMPACTED FILL MAINTAIN 3/4 HOUR FIRE L/L PLACING THE SLAB. 4° DRAIN TODRYWELL ' I SEPARATION BETV�N UTILITY PROVIDE 245 BARS OVER AND 2-#4 EACH SIDE OF ALL OPENING IN WALLS. BARS TO BE 1 I ?' I 'ROOM 4 LIVING SPACE PITCH SLAB TO DRAIN 1/2"CLEAR OF AND EXTEND 12 INCHES PAST OPENING. 63'-4" MIN.y4 :12'CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER I 8'-5 " 8'-b" b'-0" ' " 8'-b' ' " n „TO CEMENT RATIO OF 0.45. -0 5-0- -� r- -� 3 r- 3 1 PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: I I I I J , I I I I � 1 I I I (4) I/�>c IIYB LVLI (41'I/4x II/8LVLICAST AGAINST SOIL 3" _ 4 13/4x IIS LVL I 4 13/ IIS LVL I 1�4 I��x IIS LVk I (4) 13/4x IIS LYL I I° 4 I%x IIYh LVl1 I �4) I IIS LVL I D 1 -1:71 EXPOSED TO WEATHER(FORMED) 1 1/2 I I I I I I II T- —002 •i. 1 DROPPED DROPPED DROPPED DROPPED DROPPED DROPPED NOT EXPOSED TO WEATHER 1" cr I I I I I I I I I I I I I L_ _J L_ _J L _J L_ L_ _J L_ 17 ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR PLACEMENT OF CONCRETE AS SET BY THE A.C.I. ' I I _ do ° � .,s, � � o NEW 4 DIAMETER STEEL COLUMN ON 30 x30 x18 POURED GONGiZETE _ n n n u- r— —� I � �i � I I MECHANICAL ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES F. FOOTING.W/3 WREBAiR® BOTTOM ® I I ROOM I AND RISING MIN. ;- I ;''. m I I n • I �, „ N (MIN.3 GONGiRETE COVER) EACH -- n x, I o \ \ N DIRECTION.TYPICAL \ 4 DRAIN TO . NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I ',: I DRYWEL.L PITCH NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. � - SLAB TO DRAIN 1 I 3 t r- u- L- 1L tL B01 (2) I xII/e _ o r- n „ LVL FLUSH '� - > x _ 5 MIN.Y4 :12 . PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. ' �' I " " __ I n n n : n I 3-0 5 5 r— - --� l-b 7-0 q-0 8-0 1.t3. 1 --,(3) I��x 118 LVL r- -� I = ► _ _ = I PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE I I Ij I I I FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. I v ) 13�/O IDLVL I DRnrPFi� I O � I I I 6 ., ..•.:; .: ;:; ,�4 ;:; :.;:. ....�� :'�:•. L-----� IO I -I I I +Ia *� m m m ,... r -- F I- I----� cz PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. I - I - 1 L_ _J L _ _J ® `" I— In UNEX I I I I N \ ISTOOP PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. i I ® I I I_: 003 - - 14B0YE _� I I I • � I 4 N ..,. I � m I ••." I PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE DRAWINGS. >, 1 3-4 18 I I I R'�q�E I I I I �- - - - - --------------- -- --- I :.. _ ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL BE 1 ' '. I L_______J 1 _ I •: •:..: _ •..: : :• r.:• • •. .•..'.:`. EY COATED WITH AQURON CPT-2000 AS PER MANUFACTURERS SPECIFICATIONS. ` ' I 2 I74x IIy8 I I I • • • RESIDENCE . • I �; r----------------------------------------1 IM I LVL FLUSH I�'-4" -----I- I 13'-b" I I STEP FOOTING AS I ------ CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB I ;'; I ------ f I I -�- TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFY ARCHITECT I ":, I `j = __ ___ -� - I ."• I NEEDED,MAXIMUM I . OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY •. :'• ; " 30 DECREE ANG1 E I 905 Wildberry Lane 22 RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. I EC�IRE5S1 17 ^�� _ _ _� I :r: OF REPOSE I Southold, New York 11971 ® I a i I COORDINATE BEAM POCKET 51ZE 1 A-7 HELL I I -i -a N �- ---- - 3 1 WITH FRAMING MEMBER 51ZE. ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, UNLESS SHOWN I �, 1 _ (3) I/4x IIyb LVL I I 1000-051.00-03.00-012.013 OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO ••�cv 003 I I - ___ _ DROPPED - I PROVIDE FLASFIING ON ALL WOOD I MEMBERS,NO DIRECT CONTACT PLACEMENT. e I 1 L__ I _I I I I " j I I I 7 u I BETWEEN WOOD t CONCRETE. 1 '•: I I I I UP 1 �' I TYPICAL ® ALL DROPPED BEAMS I I INTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO WELDED MIRE 1 N v = I I MESH. APPLY FIBERS TO MIX AT DOSAGE AND IN ACCORDANCE WITH MANUFACTURERS �'' I v n I I I I '": I BEARING ON FOUNDATION WALL I I ►i RECOMMENDATIONS. GARAGE AND TERRACE SLABS DO NOT HAVE FIBERS AND HAVE WELDED 36 HIGH H L I I .;;y I I I o ' 0 OV6 '. 1 UNEXCAVATED I When a registered design WIRE MESH. 4 I r"- 1 - I I I . .s:• ; 'y' L-- _-_____fll I GARAGE ABOVE I professional has stamped and signed this page (blue ink), they _ e best of L _ __ _______-- S�—J r--------1 -I F- a I i are attesting that to th 15TEP FOOTING AS I L_•-------- I ,'' I _ I � I u� I ;... . .; ;�..: �:: .'��''• `�•� ;•. MAXIMUM I ----- ___'__JI I I I _I ..,:. •:, .;-p .`a:•t•.::;•._•'+ .` `• .,.. , NEEDED, N his/her knowledge, belief, and • " I I I I professional judgement, such .• .. GENERAL NOTE: ___ • __-30 DECREE ANWLEI I I I j plans and/or specifications are ------ ---------- THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH STAIRS 4'RAILIN6 TO OFIREP05E I .,. I I 1 PITCH SLAB I f I in compliance with the latest I I MIN.Ye :12 I I New York State Building Code. THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CONFORM TO R311 I I DRAIN TO DOORS I I CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL I iR312 OF 2020,RGNYS I '« I UNEXCAVATED I I i 1 © copyright 2022 ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS A-10 v: PORCH ABOVE ' STAIR SHOP DRAWING I ..; I `o L ' I I AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. TO BE APPROVED BY I n I " I I I I : M 1 w - ARGHITEGT BEFORE 18 121-1 S 20'-V 18 o FABRICATION I I I L I PROVIDE b" 5DR PIPE TO I '. I o �(ERED ARC'S I CONNECT LEADER TO DRYNIELL 1 ��\� eFl L_ _____________ a I SLEEVE THROUGH SLAB $ I 1 � ��0� Legend I A� I PATIO FOUNDATION WALL 1 , 8' POURED CONCRETE -- t ------ --- -_ - 1 8" POURED GONGiRETE • NEW CONSTRUCTION: , MULTI SENSOR SMOKE AND CHEEK WALL,GOC�RDINATE I L FOUNDATION WALL ON ISxib ---------' I Q WITH FINAL GRADING I " : . KEYED FOOTING. MIN 36 10"P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR L_'_ I I J Q• ' ------� 1 BELOW GRADE ON VIRGIN 501E I r-------- y� 267 O 20"x12"KEYED P.C. FOOTINGS INSTALLED PER 2020 RCNYS O I I E`N _----_ , ______________ J I Q OF N ----_- 0 MULTI SENSOR SMOKE DETECTOR NEW CONSTRUCTION: INSTALLED PER 2020 RCNYS L----- 8"P.C. FOUNDATION WALLS _J 16"x8" KEYED P.C. FOOTINGS Ii•p MULTI SENSOR HEAT DETECTOR 4'-9" 12'-6" 4'-G" FILE: ------ INSTALLED PER 2020 RCNYS 3'-0" 13'-0" T'-6" II'$" x'-00 8:-0n 22027 NEW CONSTRUCTION: ### WINDOW TAG SEE SC-1 SCALE: 2x6 EXTERIOR WALLS 65-0 2x6 INTERIOR WALLS U.O.N. AS NOTED ### DOOR TAG SEE SC-1 DRAWN BY: F- -1 SOLID POST ON A 30"x30"x18" L ® J POURED CONCRETE FOOTING ❑ POSTABOVE 1 Foundation Plan RwC SHEET: ----- NEW HEADER OR GIRDER ® SOLID POST IN WALL OR COLUMN A-1 SCALE : 1/4" = F-0" . A- 1 FRAMING NOTES: F, F 1., 11, GENERAL CONTRACTOR TO COORDINATE ALL Architects FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS I A-4 FIRE BLOCKING AS PER 2020 RCNYS SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND FASTENER SCHEDULE 6334 Northern Boulevard East Norwich, New York 11732 SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND MAGNITUDE. ---- ---------------- INTERIOR FINISH NOTES: I 11 Broadway - Suite 3 Amityville, New York 11701 ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF NOT GREATER THAN 200 AS PER SECTION R319 A-10 I I I I I I PROVIDE GUARDS AT ALL PORCHES,BALCONIES OR I I I 13-I I I I I 15ED FLOOR SURFAGE5 A5 PER•R316. PORGHE5, I I I I BALGONIE5 OR RA15ED FLOOR 5URFAGE5 LOGATED BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED SHOWER HEADS AND IN I I I I I I 5 1 6. 3 0 8 .4 6 4 6 P h o e a x SHOWER COMP. SHALL BE:FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES MORE THAN THIRTY INGLES(30") ABOVE THE FLOOR 5 1 6 . 8 1 3 . 0 9 2 4 F a I I I I f l I I I I I I OR GRADE BELOW SHALL HAVE: 6UARD5 NOT LE55 Info@JoeBelloArchitects.com SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER I I I I I I THAN THIRTY-SIX INGLES (36") 1N HEIGHT. www.JoeBelloArchitects.com STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 I I I BALGONY ABOVE I I I 33'-0" I I I D I I I 141-0■ —.- WINDOW&DOOR NOTE: q1-0' q'-0' 10'-3" II6'-I'1 1 b'-8' I 1 ° 2'-1. 2'A' 4'-8" DATE ISSUED: ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE I 1 I I 1 I 6-29-2022- Issued for septic design NOTED ON PLANS: I f I I I I 7-11-2022- Issued for updated septic UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; I I I I I I UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 O I I I I I I E o910 10-3-2022-Working Drawings 108 I I I I I I E E E I I I I 10-13-2022- Issued for Bldg. Permit GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, SIZES, COLOR ETC. W/OWNER I I I I PRIOR TO ORDERING - 1 I I I I ---J 11 07 109 I I I 110 cV I DM 1 ��� O O D� HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET THE CRITERIA FOR I I zCa zca I O CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 1 I I I Ln 33'-5" I 13'-I�` ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS PER ELEVATIONS. 4-9/16" 1 46'-6 ' JAMBS. FINISHES AS SELECTED BY OWNER. HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN 11 EXISTING 2X4 WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR TO FIELD I I Q I B POT FILLER VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. I I I Ikp I p ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 NYSRC, PART I I � v I 310.1.1. SUCH OPENING SHALL NOT IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA I I I I m OF (5.7) SQ.FT,WITH A MIIN. DIMENSION OF 20 WIDTH/24 HEIGHT WITH BOTTOM OF OPENING NO I BEDROOM#I I I �u HIGHER THAN T-6"ABOVE FINISHED FLOOR. Q Q I VAULTED I ~ r O Q O I F EGRESS WELL I I -' - BF10W f GEILING 1 w ,`�D d �" I CONCRETE NOTES: I I - ITC 12 PROVIDE 1 118"X 1 1/4" DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM EACH WAY IN I 1i I .� 6REAT�200M I DINING AREA I Q COORDINATE FINAL B ALL BASEMENT, PORCH,AND GARAGE SLABS ON GRADE. CUT JOINTS WITHIN 24 HOURS OF I I O; 4 v v DOUBLE HEIGHT I UI x GABfNETRY AND I I 1 cry WU d GEILING ABOVE I I APPLIANCE LAYOUT , — PLACING THE SLAB. I I p I ca .► I I Q v � v WITH KITCHEN I cv PROVIDE 245 BARS OVER.AND 2-#4 EACH SIDE OF ALL OPENING IN WALLS. BARS TO BE 1 � I I 2-0 1 ~ I I u M16NER SHOP I N 1/2"CLEAR OF AND EXTEND 12 INCHES PAST OPENING. N I I I 1 I I 1IN�" OWNER I I CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER A_8 I I ', TO CEMENT RATIO OF 0.45. 1 g6 FRAME NIGHE W/ I � I PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: - v BL KING FOR I s° - v GELLAR ENTRY 4h MEDIC CABINETS I 1 " BELOW CAST AGAINST SOIL 3" 2sS_ EXPOSED TO WEATHER (FORMED) 1 1/2" NOT EXPOSED TO WEATHER 1° A/G UNIT o I o *y I -� I ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR PLACEMENT OF CONCRETE AS SET BY THE A.C.I. L/L} PUN - 5 q 5 5-6 5 8-6 5�1 6 I I 5 10-I BAR SINK 5 b-6 5 2-0 5 51- L 1 5 ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES F. -� _ "^ --__—__ iia --_---- �I- - r AND RISING MIN. _� . G__ 05 16 _ A/C UNIT � BA M kl 106 a � Q �. .e- NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 'i, if-1 •o I o I IFRIDGEI ' ' I I tAIry _�' I n I .fix.,}\_ PANTRY NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. w I -h-j _ y 1I HAL BA 15 `� y REQUIRED BY CODE. 'n - 07111117 PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS OI I - ------ 7L__J__ " PROVIDE �I - --- _LpdMDRY ...._ ...:o .�.ro s - J PROVIDE CONTINUOUS R'EBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. 105 11 - IGFE - - {Um ABOVE— H/ BOVE H/BLOCKING I - - - VBrT DRYFR - r �N 13 OOM Q PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. I lad TO EXT7=RIOR _ ' C PROVIDE BITUMEN EXPANSION JOINTS BETIJJEEN SLABS AND FOUNDATION WALLS. - I 103 - 04 C I - 12 - - -I - - -114 17 STOOP 8 PRIVATE PROVIDE WELDED WIRE PJIESH REINFORCED IN SLABS AS INDICATED ON THE DRAWINGS. e 5 " 4'-0" \ j 5 " 4'-10" 5 ' ALL FOUNDATION WALLS.. FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL BE \I ' - - COATED WITH AQURON CPT-2000 AS PER MANUFACTURERS SPECIFICATIONS. ------ ------- -------- 13 z RESIDENCE _____ u, STAIRS RAILING TO xD CONTRACTOR TO PROVIDE CYLINDER SAMPLES (3 PER TRUCK)TO BE SENT TO A TESTING LAB _ GONFORM TO R311 4 EMER6ENGY FLOOR DRAIN. ____________ __ TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFY ARCHITECT r r X312 OF 202012GNY5 4 PVC DRY DRAIN TO DAYLI6HT. �,, ------ I � 905 Wildberry Lane pRE551N6 R00M rii• WITH DECORATIVE INSECT COVER I Southold New York 11971 OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY Q ----- � RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. I ----- STAIR SHOP DRAWING ON THROUGH WALL TERMINATION I TO BE APPROVED BY 102 0 1 A-7 5 -T 4'x4' T- _______ ARGHITEGT BEFORE v 5GHLUTER KERDI WATERPROOFING 1 �' A-7 1000-051.00-03.00-012.013 ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, UNLESS SHOWN - 103 1 1 FAE3t21GATION UNDRELAYMENT 5Y5TEM TO BE I OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO �� B KORDROBE _------ °- -I USED IN ALL WET 5PAGE5. B ON -Kr PLACEMENT. _ i51-p' ; _ ETlTT2Y FOYER (INDICATED WITH TILE HATGH) 1 I I I IUP DOUBLE HEIC-MT k 18 INTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO WELDED MIRE I \\ MESH. APPLY FIBERS TO MIX AT DOSAGE AND IN ACCORDANCE WITH MANUFACTURERS 13'-I " 51" I I 115,151■ GEILING ABOVE 5 „ 2'-0 " ■ 1 \\��� RECOMMENDATIONS. GARAGE AND TERRACE SLABS DO NOT HAVE FIBERS AND HAVE WELDED ul I I n 1 �� 12" E-II I 8-6 I o When a registered design WIRE MESH. '- I �� professional has stamped and -- - - 6ARA6E signed this page (blue ink), they Q _ /1-01\ z 101 I C----------- are attesting that to the best of - v ry Q 101 a PITCH SLAB -� his/her knowledge, belief, and `n " I 1 I I I MIN.Ye':12" � _— p professional judgement, such GENERAL NOTE: I I I I DRAIN TO DOORS ------------ �� - plans and/or specifications are 102 I I I I 1 in compliance with the latest THE GENERAL CONTRAC-rOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH B I I I I I TYPE 'X'5/8" G.W.B. ON 1 ��� New York State Building Code. THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY I I I .ROOF OVER I I ALL WALLS AND CEILINGS CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL 1 `I 1 I I I I 1 �� © copyright 2022 ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS A-10 I I I OPEN PORCH I I MAINTAIN 3/4 HOUR FIRE 1 �� AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN I I I I I SEPARATION BETWEEN 1 �� THE FIELD PRIOR TO CONSTRUCTION. I'�4' 8'-6 " I' I" I GARAGE t LIVING 5PAGE K\\ 119 I I I �(AED ARC` M Legend 1*41 Az ------------- ------- I L------------ --J I L------- -------- NEW ----- --- --� 'L NEW CONSTRUCTION: MULTI SENSOR SMOKE AND I_______________ ____J i:':�'' 10"P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR Q S�y� O 67� �pQ� x12 KEYED P.C. FOOTINGS INSTALLED PER 2020 RCNYS 1 Q � Q OF NES MULTI SENSOR SMOKE DETECTOR q ------ s° INSTALLED PER 2020 RCNYS NEW CONSTRUCTION: 8" P.C. FOUNDATION WALLS O MULTI SENSOR HEAT DETECTOR 116 115 114 16"x8"KEYED P.C. FOOTINGS HD INSTALLED PER 2020 RCNYS31-20 ° ° ° FILE: ------ 6'?�" b'-10' 3'2' 4'-4" 4'-8�' 4'-8�" 22027 3'-I" 3'-4" 3'-4" 2'-q' 4'-q" 3'-4" NEW CONSTRUCTION: ### WINDOW TAG SEE SC-1 3'-0' 13'-0 " 7'-Fa" q'-5" 2'-01" 4'-q° 12'-6" 4'-q' 8'-I" SCALE: 2x6 EXTERIOR WALLS Ir x 2x6 INTERIOR WALLS U.O.N. �,-0■ ASN TED O DOOR TAG SEE SC-1 DRAWN BY: RWC r SOLID POST ON A 30"x30"x18' I ® I POURED CONCRETE FOOTING 0 POST ABOVE 1 First Floor Plan L_J SHEET: ----- NEW HEADER OR GIRDER ■ SOLID POST IN WALL OR COLUMN A-Z SCALE : 1/4" = V-0" A-2 FRAMING NOTES: ,. GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL Architects ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS FIRE BLOCKING AS PER 2020 RCNYS SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND FASTENER SCHEDULE r.________________________________________________________ - 6334 Northern Boulevard I I SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND MAGNITUDE. I r---------------------'--------------------- � 1East Norwich, New York 11732 I I 36 H16H 61JARD PER 2020 NYSRC — Il r---------------------------------------- ------- ----------------- ------------------------ INTERIOR FINISH NOTES: I I I I I I I I I I I y 11 Broadwa - Suite 3 _J I I ALL WALLS AND CEILING FINISHES SHALL HAVE L_E A FLAME-SPREAD CLASS OF NOT GREATER THAN 200 I I I 1 I Amityville, New York 11701 I I AS PER SECTION R319 I I I I I I I I I I I BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED SHOWER HEADS AND IN I I I OPEN TERRACE 5 16. 3 0 8.4 6 4 6 P h o n e SHOWER COMP. SHALL BE FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES r---------------------------- I 5 16 . 8 13 . 0 9 2 4 F a x I Wo IPE DECKING 11 I I InfoJoeBeIIoArchitects.com SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER 1 65'-0" 1 I @ www.JoeBelloArchitects.com STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 47'-0° II I I 12'-0' II 1 1 Iq'-10" WINDOW&DOOR NOTE: I II I I 2-8" 2-8" I I I 5GHLUTER KERDI WATERPROOFI N6 DATE ISSUED: ALL WINDOWS AND DOOR; TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE I I I I I I LINDRELAYMENT 5Y5TEM TO BE 6-29-2022-Issued for septic design NOTED ON PLANS: A-l0 I +� USED IN ALL NET SPACES. II I 1 UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; 10 I 1 7-11-2022- Issued for updated septic I I I 15 16 17 (INDICATED WITH TILE HATCH) -Kv I I I I I I e e e 10-3-2022-Working Drawings UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 K A-4 GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, SIZES, COLOR ETC. W/OWNERI r _ 10-13-2022-Issued for Bldg. Permit PRIOR TO ORDERING 211 21z 213 214 I I e e e e 1 208 1 1 HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET THE CRITERIA FOR ----------------- ----- --- 1 1 I I CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 - 1 ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS PER ELEVATIONS. 4-9/16" I D 1 I JAMBS. FINISHES AS SELECTED BY OWNER. HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN r--------- l 209 ' EXISTING 2X4 WALL CONS7FRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR TO FIELD 1 5 ' 1T-I" 5 ' Iq'-112" n i x x VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. I 1 — — ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 NYSRC, PART I I BATH OOM #2 — —� 1 310.1.1. SUCH OPENING SHALL NOT IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7)SQ.FT,WITH A MIN. DIMENSION OF 2C"WIDTH/24"HEIGHT WITH BOTTOM OF OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. I I Q BEDROOM #2 I VAULTED IST I+LOOR CEILIN6 BELOW VAULTED CEILING - --- - - —'� <t 1 I OPEN TO BELOW z10 in-1- \12x48 - ROOFING NOTES: 1 I IINICHE ---- —� I 1 W/a_&KIN6 _ n 5 " 1 FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. I L_______ O /b-o ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER N L_________ _____________ I FLASHING TO EXTEND MIN. 8" UNDER SHINGLES cay I I PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN I I N I I BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE sig I I A-8 ...icv 301 —iN A-8 I INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PENETRATIONS. '� 'n 207 ----- O I I APPLY WATER AND ICE SHIELD EXTENDING 24" MIN. FROM INT. OF EXTERIOR WALLS AND 36" I WIDE @ EA. SIDE OF VALLEYS. KALK IN --- — -- J ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND INSTALLED a9 GL05ET v BEDROOM #3 m m —� n x i n n i n n i u n i x - x u 11 AT ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH m I�-I 5 5-61 5 8-b 5 5-0 5 4-2 5 � b-5 5 21-011d 20 SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-0". ALUMINUM `r c 7 DOWNSPOUTS W/BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE ■ DOWNSPOUTS AT 40 LINEAR FEET MAX. —,, - 3b'Hl6H GUARD LINEN 7 is ►n PER 2020 NYSRC PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS AND STRAPS 202 Lfmnibisn FOR A COMPLETE INSTALLATION,WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. os Q 2 1 s � _ ISI PROVIDE 4 INCH SD35 PVC,PIPING TO CONNECT DIRECTLY TO DRYWELL WHERE APPLICABLE. 5 " 23'-I° 5 " 201 8,-bx 115 ' 14'-8 " 204 - m 5 ';-; 3-A 1 51 12 2 5 Q SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. NUNFIN15HED ATTIC +c� IqI ISI e - PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER j I I I I I --' I;�I Dc — __________ 11 HALLWAY 12 ISI r - I I 22 1 PROVIDE R-30(UNLESS NOTED OTHERWISE) UNFACED FIBERGLASS BATTS TO FIT SNUG I I I I I I I IDN I I I J _ }b 1W c I 71 I BETWEEN CEILING JOISTS,AND 4 MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR I I ILTL I I I m OOM - � j ' �1 I I I - L1ELSEWHERE, IN NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE I I IPRIVi4TE INSULATION. I I I ',H1611�� I 206 `� I I I 1 PER 2020 NYSRC ■ -�' I --- -- 205 213 - ------1---L—� -r- PROVIDE POLYSTYRENE E�AFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL EAVES AND AT � RES I D E I�C E ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. 48x60 1 nLJ —�— - I I #3 ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2"ALUMINUM SOFFIT _ _ I I I I I I 905 Wildberry Lane VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR I _+_ 5 " 1 13'-12' Sn ---- -- 15' 5 " 1 5 " 8'-I " 5�" 4'-b' S " 23 A-1 Southold, New York 11971 EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH I 1I� FILTER VENT AS MANUF. E3Y'AIR VENT'(OR EQUAL) 1 I NICHE, 11 1 --- -- L_____________— ■ -�+ - 1000-051.00-03.00-012.013 I UNFINISHED ATTIC -1 /W/BLOCKING\ - I I PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. VENTILATION I I 1 �t 214 OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH, WITH ONE EIGHTH -*v 1 I I 'n o2 06 I1" OPEN TO — INCH MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL NET FREE I I 1 c c I I I I BELOW - _U- VENTILATING AREA SHALL.NOT BE LESS THAN ONE TO ONE HUNDRED FIFTY OF THE AREA OF I ____ I I 1 I I I 'A,,,'' ' v • Q I 1 205 I I I I I THE SPACE VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL �— O NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED -Kv I I I I CLOSET BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. I I I ry When i registered design i�1 I professional has stamped and r - 6x12 TA., 216 215 I 1 signed this page (blue ink), they I I I L __J J I I are attesting that to the best of I zoo I 2oz ___ 201 — I 1 s n " 224 his/her knowledge, belief, and __ -6 5 4-6 5 5-I c professional judgement, such --- — _ ----------� 203 I p J 9 GENERAL NOTE. ---- I I I I plans and/or specifications are THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH I I I I I in compliance with the latest THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY I 1 I New York State Building Code. CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL I 1 I 1 BEDROOM#4 I I ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS A-t0 1 I I _ o I I - © copyright 2022 AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN I I 17, 11 7, 0 111 1 THE FIELD PRIOR TO CONSTRUCTION. I II I 1 1 II 1 1 1 II I I ,_" I I ED MARC ti IVila-��—� r--�r , 1 1 14 Legend I i� l� l l lIL I I 10'-I' '-II" I 2G5 Q� �O l0 0 ��_-��-��------------ --a I I 1 If — ---------- -- I II If ------ NEW CONSTRUCTION: MULTI SENSOR SMOKE AND L____________ _�_ __J I L___ FE __ if i ' ;:'• 10" P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR L---- 0 y Q� •. ,.••....• 9 I I -xv I I '9 3261 p _————- 20"x12" KEYED P.C. FOOTINGS INSTALLED PER 2020 RCNYS �� -- -I I � _/2zc7 — =2 c6 — I '- -- FOF NES ------ @MULTI SENSOR SMOKE DETECTOR NEW CONSTRUCTION: INSTALLED PER 2020 RCNYS 8"P.C. FOUNDATION WALLS MULTI SENSOR HEAT DETECTOR 16"x8"KEYED P.C. FOOTINGS SID b'-b" 3'-4' 3'-3" 2'-11° I'-6" '-6" I'-8" '-8" 12' FILE: -————- INSTALLED PER 2020 RCNYS 31 -0' 22027 NEW CONSTRUCTION: ### WINDOW TAG SEE SC-1 SCALE: 2x6 EXTERIOR WALLS x 65'-0" AS NOTED 2x6 INTERIOR WALLS U.O.N. ### DOOR TAG SEE SC-1 DRAWN BY: I ® i SOLID POST ON A 30"00"x18" L—J POURED CONCRETE FOOTING D POSTABOVE 1 Second Floor Plan RwC SHEET: ----- NEW HEADER OR GIRDER 0 SOLID POST IN WALL OR COLUMN A-3 SCALE : 1/4" = F-0" A-3 FRAMING NOTES: F' , F, r,-, f,ri GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL r h itects ELECTRICAL FIXTURES, SEE: PLUMBING RISER,AND ELECTRICAL PLANS FIRE BLOCKING AS PER 2021) RCNYS SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS. AND FASTENER SCHEDULE 6334 Northern Boulevard SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND MAGNITUDE. --------------------------- East Norwich, New York 11732 ---------- --------- ----- � I I III -�- III INTERIOR FINISH NOTES: III 1 1 Broadway - Suite 3 ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF NOT GREATER THAN 200 I III Amityville, New York 11701 AS PER SECTION R319 III III III III BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED SHOWER HEADS AND IN III III 5 1 6 . 3 0 8 .4 6 4 6 P h o n e SHOWER COMP. SHALL BE F=URNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES III 516 . 813 . 0924 F a x SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER III j j Info@JoeBelloArchitects.com STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 III II www.JoeBelloArchitects.com III III III III III III III III III III ,__ WINDOW& DOOR NOTE: I DATE ISSUED: A-q ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE III 6-29-2022- Issued for septic design NOTED ON PLANS: A'10 PROPOSED DOWN 5" HALF:i20UND UMINUM III PROPOSED DOWN III 7-11-2022- Issued for updated septic UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; 5POUT LOCATION III SPOUT LOCATION UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 PROPOSED DOWN III 10-3-2022-Working Drawings 5POUT LOCATION _____ 12" __---_-_ ___12"___ _ GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, SIZES, COLOR ETC.W/OWNER --- --- --' - —' ---- 4"-- -' i III 5" HALF ROUND GUTTERS ALUMINUM I __ _' _ __` ., __ 10-13-2022- Issued for Bldg. Permit PRIOR TO ORDERING I I I I I I I I h l _ 1 1 I I i I I I I I,�1-------- � I� � 1 1 I I 12" B 12" 1 1 I I HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET THE CRITERIA FOR LL t 1 Ls�--- - ____ __�___ ____ _________ _-_____ ���_ I 14"F_ � �14" 1 --I - PROPOSED DOWN ---- ---- ---- ---- ------ ---z-?-__� __ CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 � I � � _ � r � 6 � v � ' 1_I SPOUT LOCATION 0 ALL WINDOWS&DOORS T0, BE BY'WEATHER SHIELD'. MUNTIN BARS AS PER ELEVATIONS.4-9/16" JAMBS. FINISHES AS SELECTED BY OWNER. HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN I I I I I PROVIDE ICE 4 HATER SHIELD EXISTING 2X4 WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR TO FIELD I I I I EXTENDING FROM EAVE TO MIN. VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. 1 56' ONROOF FROM EXT. WALL -, ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 NYSRC, PART A5 PER 2020'RGNYS I I I 310.1.1. SUCH OPENING SHALL NOT IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA I 1 1 I I ALASKAN YELLOW GEDA124200F 1 1 j j QV 1 1 OF (5.7) SQ.FT,WITH A MIN. DIMENSION OF 20"WIDTH 124"HEIGHT WITH BOTTOM OF OPENING NO I 1 I I I 1 I I I I 1 ON CEDAR BREATHER BY I 1 1 � 11 HIGHER THAN 3'-6"ABOVE f'INISHED FLOOR. 11 I I 'BENJAMIN OBOYKE'OR EQUAL I I o I 1 IN5TALLED PER MANUFAGTURE5 I �tio IN5TRUGTION5 ROOFING NOTES: I FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. _ T WACOTTA CHIMNEY POT � ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER 1 I 1 I 1 L_____ _____J __ - L===-- ____� I I -- FLASHING TO EXTEND MIN. 8" UNDER SHINGLES I I 1 1 ' L I I 11 " 12" ALASKAN YELLOW CEDAR RID6E GAP 1 I I 12" PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN 10" 14"r— t I I �14" 110" BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE I N I I 1 A-8 II CONGEALED STEP FLA5HIN6 INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PENETRATIONS. -------- ----- �___�----� r--- 1 III APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR WALLS AND 36" u- 1 j 1 III WIDE @ EA. SIDE OF VALLEYS. I►�I UP I III in III �Q � � � I I I I I I � � ►� ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND INSTALLED III 0� 1 1 I I I I H AT ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH In l I 1 SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-011. ALUMINUM 1 I I I I I I II o III DOWNSPOUTS W/BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE I L----- -----_ I I L----------- DOWNSPOUTS AT 40 LINEARFEET MAX. CQ l I j r --j L------ I I I� c" PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS AND STRAPS FOR A COMPLETE INSTALLATION, WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. I I 1 oti �b I I L I I I I PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO DRYWELL WHERE APPLICABLE. I'ggI I CL SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. PROP05ED DOWN I I SPOUT LOCATION -----, � ----____-- ---------------------------- ------------ � � ----------- t I _ �---- PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER ----------i- -------r--r- -fir- -----------------------4-1- -------------------- Q I _�___ ..____ -_ --- 1 1 I I 11 -I 1 t S , 9� 1I I I I I I I �I I LEAD GOATED COPPER 1 i 1 1 PROVIDE R-30(UNLESS NOTED OTHERWISE) LNFACED FIBERGLASS BATTS TO FIT SNUG I I STANDING SFAM ROOF I B i l l BETWEEN CEILING JOISTS,AND 4 MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR I I ,L 1 1, 1 1 v I I I 1 I ELSEWHERE, IN NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE I I O I I i 1 II IELDIDONGENTIRE LOW INSULATION. PITCH-ROOF SURFACE ______ _ ___ I PRIVATE I I I I L 11 III ' --- -- --- --- _ -- - _ _______-_ - I - 1 I i I J PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL EAVES AND AT I z �--- ---i N z RESIDENCE ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. I I I I --- --- 1 h I iv I it I I I j 1 1 1 -�- 1I �L 1 1 1 I I I 1 I I ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2"ALUMINUM SOFFIT 905 Wildberry Lane VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR 112" 12" I I I I I II I I I I I III I Southold, New York 11971 I I I I I EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH A_t 14' -- 1 Jl F =___-_ h I I III I I I I FILTER VENT AS MANUF. BY'AIR VENT (OR EQUAL) LL t l I I I� I I I II I 1Q'q 12" I L-------- -- --- III 1 _-_- --- Ll I 14"rTT X14" I I - - I I � 1000-051.00-03.00-012.013 z L--------- ---- ---- --- - ---- -II L------- J I ----- ----- PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. VENTILATION ---- '------ -�_- 5 I I I I I = I I I r-------i - OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH, WITH ONE EIGHTH T ' ' I I- 1 �.. I I I I 02 1 ( I 0 I ► L I I� INCH MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL NET FREE III V I 1 1 1 1 1 VENTILATING AREA SHALL NOT BE LESS THAN ONE TO ONE HUNDRED FIFTY OF THE AREA OF 112` Q N L I r-I L------ THE SPACE VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL 6" � , 1 1 NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED t 0 vl I I I S I I I I I '� I I I ' I I ► I ' When a registered design BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. I I I 1 I I I 1 professional has stamped and —L�—y— -�— -- — L---------------J J ----- — -- -- ____ _ _ __ _ f�Y ______��---�____ I I signed this page (blue ink), they ' _ - - 1� _ I I I are attesting that to the best of GENERAL NOTE: I __ _____ _ __ _ I I I 1 I I u" his/her knowledge, belief, and II professional judgement, such L--- ----- =— ---------- I I e THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH PROPOSED DOWN I I ` h plans and/or specifications are THE GENERAL NOTES SHEETS GN 1-4 AND CONTACT ARCHITECT IN WRITING OF ANY SPOUT LOCATION I'-6" I'-6" I I I o 1 1 in compliance with the latest ( ) 5' HALFROUND 6l1TTER5 ALI�tINUM � I I I I � 12" 1 1 I I New York State Building Code. CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS I 4 2 42 I I X141 AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN A-10 6-4' I I I ' © copyright 2022 THE FIELD PRIOR TO CONSTRUCTION. I I I I l l 1 1 C14I II ll l l I I I I RED AR �+ I I ' ' ,S��P M. Legend �-!�.� r �� �� ID IEII I I I I <v �o !o C?� � 1-^R�—J ------- --� I I I 1 I1 EXISTING CONSTRUCTION: D MULTI SENSOR SMOKE AND ------ ------ ---- I I r _ L� 8"P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR 5' HALFROUND 6_UTTER_5_ UMINUM_ _ INSTALLED PER 2020 RCNYS I r--- _----_ 16"x8" KEYED P.C. FOOTINGS VIF ____ __ -- _ _ MULTI SENSOR SMOKE DETECTOR I 14" 14" I S� 0 EXISTING CONSTRUCTION: sD INSTALLED PER 2020 RCNYS 1 � � PROPOSED DOWN '9T 267 � a 2x4 EXTERIOR WALLS VIF SPOUT LOCATION FOP NE��O - - -- 2x4 INTERIOR WALLS U.O.N.VIF MULTI SENSOR HEAT DETECTOR xD INSTALLED PER 2020 RCNYS FILE: ------ NEW CONSTRUCTION: ALASKAN YELLOW HIP GAP 8"P.C. FOUNDATION WALLS IL STEEL BRIDLE OR FLUSH CONN. 22027 16"x8"KEYED P.C. FOOTINGS - NEW HEADER OR GIRDER SCALE: NEW CONSTRUCTION: AS NOTED 2x6 EXTERIOR WALLS SHEAR WALL HOLD DOWN CONNECTION DRAWNB 2x4 INTERIOR WALLS U.O.N. AS PER 2020 RCNYS. SEE GN-03 RWC SOLID POST ON A 24��x24"x12' DEEP r � � 13POST ABOVE 1 Roof P 1 an I I I I POURED CONCRETE FOOTING A-4 _ HEET: 0 SOLID POST IN WALL OR COLUMN SCALE : l/4 1 -0 A-4 TERRACOTTA CHIMNEY POT Architects o GONCEALED 5TEP FLA51-IIN6 ALA5KAN YELLOW CEDAR-RIDGE GAP - � 6334 Northern Boulevard T.O.HIGHEST PROPOSED RIDGE - - -- - - ----------- - -_--- ___----- - - - -------_ - - ----- o - - - T.O.HIGHEST PROPOSED RIDGE East h, New ew York 11732 ' EL.=62.3'+(32'-0%") 12" - 12" EL.=62.3'+(32'-0 8") 0 14" -- o �_ - PROVIDE ICE 4 WATER 514IELD EXTENDING - -- F11 F 1., 1,0 Architects 6334 Northern Boulevard East Norwich, New York 11732 —0- 11 Broadway - Suite 3 �c�o Amityville, New York 11701 00 - 516. 3Phone --�� 516 . 881133 .. 00922 4 Fax T.O.HIGHEST PROPOSED RIDGE �'' -- lnfo@JoeBelloArchitects.com EL.=62.3'+(32'-0%") - �C� www.JoeBelloArchitects.com ALASKAN YELLOW CEDAR RI06E GAP 12" W/CONTINUOUS RIb6E VENT 14.E PROVIDE IGE 4 WATER 5HIELD EXTENDING DATE ISSUED: 11 FROM EAVE TO MIN.36" ONR00F FROM - - --- - II ' II- -- - _ I �-�I II -- • —II II II I II II II III — --- — . WALL PER 2020 NYSRG - --- 6-29-2022- Issued for septic designn MIDPOINT OF ROOF -UU I I I EL. 56.6'(+26'-2Y8") 7-11-2022- Issued for update set i c n--�_ —"' 12° • IG 00 SY5 10-3-2022-Working Drawings III II {I A -1t�t 111 W1 �— i ALASKAN LLOW GEDAR�ROOF �— 111 1111 - -- GONG" CEDAR Bi 'R BY 'BENJAMIN 10-13-2022- Issued for Bldg. Permit CONGEALED -- FLASHIN611 1 �'nl 11! STEP --, STEP FLA5HIN6 _ - -- _ _11 _ — (_ OBDYKE'OR E IN5TALLEb PER 12" — I1 -1�t-_ MANUFAGTiiRES INS TIONS 6" f - - ---- - -------- --- -`---- --- UNFINISHED 15#BUILDING FELT T.O.2ND FL.PLATE Y S < " ATTIC, 12 4„ 5/8' Gox PLYWOOD _-- -- M` �— _ -- 'ROOF'RAFTER5 5EE 5-3XFOR EL.=9'-0"A.F.F.(+20'-4/") - $ x k k x GOLLAR TIES 5EE 5-3 FO - -- 'R-30IN5ULATION IN Y R-30 INSULATION IN BAY T.O.WINDOWS/DOORS _ xr R-11 OR055 HATCHED ABOVE -R-II GR VE ELEV.T-0"A.F.F.(+18'-3%") J015T. = J015T' 1 GOR-A ENT 5LPT FIT T r 7 CIONCFU6HIN6, NFINISULATI FOYER aO5ET QKkl i IIGAL u 101ATTICJ (Zi C t ---- - _ 12" "� 06 05 14 14" LLl GONCE&ED HEAD WALL FLA51-11% =} I P 1 EXTEND MIN 8" UP WALL.TYI'IGAL r r } T.O.2ND FL.SUBFLOOR - -= - -_ H 7 - - - ----- - __ - - - — I - - - _ , T.O.1 ST FL.PLATE - _ "_ Y '7' c_ y, 'M_ _ 11LATI0N EL.=10'-0"A.F.F(+10'-1') STAIRS t RAILING TO R-30 IN5 T.O.WINDOWS/DOORS R-30 INSULATION CONFORM TO R311 12312 OF 2020'RC-IY -- ELEV.s'-o"A.F.F.(+a'-o") -R 21 INSULATION TYPE 'X' 5/8" G W.B.ON 5Y5 IN6 EXTERIOR WALL TEM STAIR SHOP DRAW ALL WALL5 AND GEILIN65 WHITE CEDAR 514AKE SIDING TO BE APPROVED BY DATUM ELEVATION 15 5V" EXPO5URE y ARGHITECT BEFORE ESTABLISHED TO BE O'-0" %s' MORTAIRVENTIZAIN SGN J SSIN6 FABRICATION AIZA MAINTAIN 3/4 HOUR FIRE SEPARATION N AT TOP OF FIR.5T FLOOR WEATHERRE5I5TANT BARRIER ROOM ENTRY = GARAGE 8 LIVING SPACE 113 " CDX PLYWOOD -> �- — = C SUBFLOOR. ALL ELEVATIONS 2x6 STUDS 16' o c.N.o.N) o '! FOYER ARE TAKEN FROM THI5 0-0 . R-21 INSULATION 1 ' I I 1 � %8 GYP.WALL BOARD 05 » O 13 1 T.O.1ST FL.SUBFLOOR 3 COATS TAPE AND 5PA6KLE �. EL.=30.2'(+0'-0") } T.O.FOUNDATION WALL - - - - �x) EL.=28.89'(-1'-3Y4") AVERAGE GRADE EL.=27.9' TYPICAL FLOOR SYSTEM 'R-30 IN5ULATION -Ii=III—II.-1n—III—IiI—I_ e�• y': ., ••"• •...• 'il—III--'SII—III—III—III-1 -1 1=1i1=1 =1 1=11.1=1 - r.• WIDE-PLANK HARDWOOD FLOOR5 A5 5ELEGTED 71=1i1=-Ti=n'-171-1 l -I.I—IiI-IIII 1=1 -I 4 POURED CONCRETE SLAB •::, I-1b1-' - 7-IIr=ITI-171-171- BY OWNER. GLUE t NAILED TO SUBFLOOR i s 10 MILL.VAPOR BARRIER : __I- f�=l'( ED CONCRETE -I 1-ITi- 7/8" ADVANTEGH 5UBFLOOR 5EOURED WITH 6' GLEAN COMPACTED FILL -I 1=1 I-FOUNDATION WALL ON 18x16 ADVANTEGH 5UBFLOOR ADHE51VE 8 5GREW5 ' EC�RE55 ` 11iTi='li l KEYED FOOTING.MIN 36" ill-i L- •.. /TN MIN.FOOTING DEPTH 36"BELOW I IITI'i4- WINDOW FLOOR JOIST SEE 51i2UGTURAL PLANS FOR INFO UNFINISHED til,. ..,�;il, 1 BELOW GRADE ON VIRGIN SOIL GRADE,VIRGIN SOIL �I— �� INERAL-WOOL AGOU5TICINWILAVON - CELLAR Q STEP FOOTING AS NEEDED,MADMAXIMUM 5/8 6YP5 H BOARD 4' OURED GONORETE 5LAB� ` , 10' POURED GONCRETB 30 DEGREE ANGLE EEDE ` 3 GOATS TAPE AND SPACKLE 10 ILL.VAPOR BARRIER R- XP5,RI61D INSULATION FOUNDATION WALL ON 12x24 PRIVATE b" LEAN GOMPAGTED FILL KEYED FOOTING. MIN 36" f� BELOW GRADE ON VIR61N 501L T.O.CELLAR SLAB �• RESIDENCE j•. ,. ELEV.20.2'(-10'-0%") r��;•"' •.�;• - - B.O.FOOTING ''��'�' -: :•.. 905 Wildberry Lane KV ELEV.18.4'(-11'-9Y4") Southold, New York 11971 ALL NEW BA5EMENT5 AND/OR ANGHOR BOLT NOTE: 1000-051.00-03.00-012.013 CRAWL 5PAGE5 TO BE FOR SILL PLATE AT TOP OF WALL 4 TOP of 1REATED WITH TUFF-N-DRI HS J015T LED6E,PROVIDE 5/8' ANCHOR BOLT5 DAMP-PROOFING BY 1`REMGO. TYPICAL 44" O.G. (24'O.G.FOR 5LAB-ON•-GRADE) I145TALLED PER MANUFAGTURE5 AND MAX. 12" FROM EACH GORNERS.I" IN5TRUGTION5 EMBEDMENT MIN. U5E 3'x3'x5/I6" 50. WASHER PLT. When a registered design professional has stamped and 1 signed this page (blue ink), they Transverse Section are attesting that to the best of GENERAL NOTE: his/her knowledge, belief, and A-7 SCALE : 1/4"= F-0" professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES plans and/or specifications are WITH 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 New York State Building Code. SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS © copyright 2022 AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. FRAMING NOTES: WINDOW& DOOR NOTE: ROOFING NOTES: ��GREO ARC PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, ALL INSULATED CEILING SPACES TO BE PROVIDED WITH �CO GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. LEAF STRAINERS AND STRAPS FOR A COMPLETE INSTALLATION, CONTINUOUS 2"ALUMINUM SOFFIT VENT AT SOFFIT AND RIDGE QIV� ORDER TO RECEIVE PROPER PLUMBING ROUGH IN &CENTERING OF ALL FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR ,, O ILA ELECTRICAL FIXTURES, SEE PLUMBING RISER, &ELECTRICAL PLANS UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO VERTICAL WALL PROVIDE FLASH FILTER VENT AS MANUF. BY'AIR FIRE BLOCKING AS PER 2020 RCNYS FLASHING TO EXTEND MIN. 8" UNDER SHINGLES DRYWELL WHERE APPLICABLE. VENT'(OR EQUAL) GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS. SIZES, COLOR ETC.W/OWNER PRIOR TO ORDERING PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR "9T 2670 y4Q AND FASTENER SCHEDULE INCH MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL RAIN OR SNOW. VENTILATION OPENINGS SHALL BE PROVIDED FN HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE PLACEMENT. WITH CORROSION RESISTANT WIRE MESH, WITH ONE EIGHTH INCH SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE MAGNITUDE. INSTALL THROUGH WALL FLASHING AT INTERSECTION OF PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN FILE: ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS CHIMNEY&ALL ROOF PENETRATIONS. CONDITIONS, LAP INTO GUTTER ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE INTERIOR FINISH NOTES: PER ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, 22027 HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF PROVIDE R-30(UNLESS NOTED OTHERWISE) UNFACED INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A SCALE: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR EXTERIOR WALLS AND 36"WIDE @ EA. SIDE OF VALLEYS. FIBERGLASS BATTS TO FIT SNUG BETWEEN CEILING JOISTS,AND 4 MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED BETWEEN THE OF NOT GREATER THAN 200 AS PER SECTION R319 TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR ELSEWHERE, IN INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE AS NOTED ORDER. ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE VENT. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ PROVIDED AND INSTALLED AT ALL ROOF DRAINAGE AREAS. ABOVE INSULATION. DRAWN BY: INSTALLED SHOWER HEADS AND IN SHOWER COMP. SHALL BE ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH RWC FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT IMPEDE SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, LENGTH EXCEEDS 40'-0". ALUMINUM DOWNSPOUTS W/BAKED SHEATHING AT ALL EAVES AND AT ALL CATHEDRAL CEILING SHEET: ANY GLAZING IN SHOWER STALL TO BE TEMPERED GLASS AND CONFORM WITH A MIN. DIMENSION OF 20"WIDTH/24" HEIGHT WITH BOTTOM OF ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. TO 2020 RCNYS R308.1 OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. DOWNSPOUTS AT 40 LINEAR FEET MAX. A-7 F� F, f,n I Q Architocts 6334 Northern Boulevard East Norwich, New York 11732 —0- 11 Broadway - Suite 3 I I Amityville, New York 11701 I I I I I I I I1 516. 308 .4646 Phone T.O.HIGHEST PROPOSED RIDGE 5 1 6 . 8 1 3 . 0 9 2 4 F a x -m - -- t - ff- -- 11 11 L �� T'ROVIDEACE_4-WATER 5HIEIJXEMNDIN6 EL.=62.3'+(32'-0%^) ---- -- — 12° - -- - - - � � --- --- -. -_ -- - - --_ --- 12° „ Info@JoeBelloArchitects.com _--TJ__ ___,r II err IT—ter --n it-� FROM SAVE TO MIN.36 ON-ROOF FROM 14"� II--t II - u II --i- rt�_II _ !! - II IIS— II -�- X14" WWW.JoeBelloArchitects.com - - - ---- EXT.WALL PER 2020 NYSRG ii 1! H I it I � TYPIGAL,ROOF 5Y5TEM ALA5KAN YELLOW GEDAR11ROOF DATE ISSUED: CEDAR 13REATI ER BY 'BENJAMIN -- OBDYKE'OR EQUAL INSTALLED PER 6-29-2022- Issued for septic design MIDPOINT OF ROOF MANUFAGTURE5 IN5TRUGTION5 7-11-2022- Issued for updated septic T5�MLDIN6 FELT p p EL.=56.6'(+26'-2%a'") ---- - --------- - -- - UNFINI5HED ATTIC 5/8" GDX PLYWOOD 10-3-2022-Working Drawings 'ROOF'RAFTER5 5EE 5-3 FOR INFO COLLAR TIES 5EE 5-3 FOR INFO 10-13-2022-Issued for Bldg. Permit ,R-30 IN5ULATION IN BAY 12° 12" 101 -R-II G-RO55 HATCHED AOVE 10" J015T. T.O.2ND FL.PLATE YhVY EL.=9'-0"A.F.F.(+20'-4%") -301N5UL�TION BAY,'R-II OR055 4 „ HATCHED ABOVE T.O.WINDOWS/DOORS _ Y I II I! _ ___ -_ Y - _VENT_5LOT SOFFIT PENT r K ` it " n — F-7 — ELEV.T-0"A.F.F.(+18'-3%") � � 12" 12" - — ---- 4 AGOUS'ICAL 50U IN5ULATIO' 5AFE- BY OXULit x 1s 16 217 - n i 08 F F F u 11 2 2 13 14 u r 1 �� � DR M 0 i 10 - II II �\ K - 7 ili ji S > SII II IIIf If _ II T.O. F BFL R --- --- - " II 2 .O 2 D L.SU 00 II I r EL._(+11'-3%') E ----- - �-- T.O.1ST FL.PLATE _-- _-_ _ Q _ (�REATROOM EL.=10'-0"A.F.F(+10'-1') O AGOUSTIGAL 5OUND IN5ULATION III I � _ _ ; II lilt T.O.WINDOWS/DOORS ELEV.8'-0 A.F.F. (+8'-0") If lt s EXTERIOR WALL SYSTEM i pl ININ l ITE CEDAR 5HAKE 51DING if r WH � II I: > " u n $� EXPOSURE k I 108 1 DATUM ELEVATION 15 G FLOC SYSTEM " %' MORTAtRVENT'RAIN 5GREEN E Zo9 1Eo E5TABL15HED TO BE 0-0 WEATHER RESISTANT BARRIER o # ;j- WI -PLANK H WOOD OR5 A5 5 EGTED o AT TOP OF FR5T FLOOR — A B> WNER. G t NAI SUBFLO r " GDX PLYWOOD ADVIA 5UBFL CURED I`»I SUBFLOOR. ALL ELEVATIONS " 108 1 109 t 2x6 STUDS® I6 o.c.N.O.N) J � I ill ANTEGH FLOOR IVE 8 5 ARE TAKEN FROM THI5 0'-0". -R 21 IN5ULATION r ;I PREFAB D GT VENT G FL JOIST 5fl2UG PLANS INFO 8" 6YP. WALL BOARD '. ;{ I FIREPLAGE TEMP.GLA MI WOO GOUSTIG LATION I 36' HIGH ROD-RAIL 3 GOAT5 TAPE AND 5PACKLE _C_L BY HEAT 4 OW 1NST GUARDRAIL BY 'VIEWRAIL �I I. % YP5UM => T.O. 1ST '( '-0") OR ul PER MANUF TURES SPE 3 AT5 T PAC PER D iRAI20 L BY EL.=30.2'(+0'0") r ' - - c T.O.FOUNDATION WALL ------- EL.=28.89'(-V-33/4") _ V X S CX S CyJ C� SS �J UJ W UJ VJ CX S C X� W LXX XJ 5 W CXS S CX JYS LX) S C Y S _S (�S X S C XS �YJ CXS (�J S V CXS �X S S S CX S C S CX S CEJ �.S CX C�J U SS S CX S AVERAGE GRADE EL.=27.9' -R-30 INSULATION I-fIi �Il-lilc_I "ill=1 I 1=1 1=1 -I 11= ! -III=III-III-III=III-III '• =1T-III- - -1 l-1 _H1=1 :. - I� RED GONORETE -1 -=1 !-! I-III-III- -I !=1 != I— ! =u OUNDATION WALL ON 18x16 10' POURED CONCRETE -Ii1I-I FOUNDATION WALL ON 12x24 =1 1=i KEYED FOOTING. MIN 36" MIN.FOOTING DEPTH 36"BELOW I ! !I, . KEYED FOOTING. MIN 36" 0 ;• 11-III- BELOW GRADE ON VIRGIN 501L GRADE,VIRGIN SOIL �i = BELOW GRADE ON VIRGIN 501E UNFINISHED CELLAR -------- . ' PRIVATE T.O.CELLAR SLAB •*7 RESIDENCE ELEV.20.2'(-10'-0%) - .• 4" POURED CONCRETE 5LAE3 B.O.FOOTING % 10—MILL-YAPORBARRIER _ 905 Wildberry Lane ELEV.18.4'(-11'-9Y4") 'R-10 XP5,RI6ID INSULATION Southold, New York 11971 ALL NEW 13A5EMENT5 AND/OR ANCHOR BOLT NOTE: 6' GLEAN COMPACTED FILL Gi?AWL SPACES TO BE FOR SILL PLATE AT TOP OF WALL 4 TOP OF 1000-051.00-03.00-012.013 TREATED WITH TUFF-N-DRI H8 J015T LEDGE,PROVIDE 5/8"ANCHOR 13OLT5 DAMP-PROOFING BY TREMGO. TYPICAL 44"O.G. (24" O.G. FOR 5LA13-0N-GRADE) INSTALLED PER MANUFACTWE5 AND MAX. 12' FROM EACH GORNER5. 7" IN5IRUCTION5 EMBEDMENT MIN.U5E 3"x3"x5/16'50. WA5HER PLT. When a registered design professional has stamped and 1 Transverse Section signed this page(blue ink), they are attesting that to the best of GENERAL NOTE: his/her knowledge, belief, and A-8 SCALE : 1/4"= 1'-0" professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES plans and/or specifications are WITH 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 New York State Building Code. SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS © copyright 2022 AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. FRAMING NOTES: WINDOW&DOOR NOTE: ROOFING NOTES: 41 ED A)�C, PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, ALL INSULATED CEILING SPACES TO BE PROVIDED WITH M. GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. LEAF STRAINERS AND STRAPS FOR A COMPLETE INSTALLATION, CONTINUOUS 2"ALUMINUM SOFFIT VENT AT SOFFIT AND RIDGE �(vp`��G �`�0��� ORDER TO RECEIVE PROPER PLUMBING ROUGH IN&CENTERING OF ALL FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR ELECTRICAL FIXTURES, SEE PLUMBING RISER, & ELECTRICAL PLANS UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A 4 UP TO F-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO VERTICAL WALL PROVIDE FLASH FILTER VENT AS MANUF. BY'AIR FIRE BLOCKING AS PER 2020 RCNYS FLASHING TO EXTEND MIN. 8" UNDER SHINGLES DRYWELL WHERE APPLICABLE. VENT'(OR EQUAL) GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, (P SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS. SIZES, COLOR ETC. W/OWNER PRIOR TO ORDERING PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR '9T 26�� ypQ AND FASTENER SCHEDULE INCH MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL RAIN OR SNOW. VENTILATION OPENINGS SHALL BE PROVIDED FOF NE`i`I HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE PLACEMENT. WITH CORROSION RESISTANT WIRE MESH,WITH ONE EIGHTH INCH SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE MAGNITUDE. INSTALL THROUGH WALL FLASHING AT INTERSECTION OF PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN FILE: ALL WINDOWS& DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS CHIMNEY&ALL ROOF PENETRATIONS. CONDITIONS, LAP INTO GUTTER ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE INTERIOR FINISH NOTES: PER ELEVATIONS. 4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, 22027 HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 APPLY WATER AND ICE SHIELD EXTENDING 24" MIN. FROM INT. OF PROVIDE R-30 (UNLESS NOTED OTHERWISE) UNFACED INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIIR. A SCALE: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR EXTERIOR WALLS AND 36"WIDE @ EA. SIDE OF VALLEYS. FIBERGLASS BATTS TO FIT SNUG BETWEEN CEILING JOISTS,AND 4 MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED BETWEEN THE OF NOT GREATER THAN 200 AS PER SECTION R319 TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR ELSEWHERE, IN INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE AS NOTED ORDER. ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE VENT. DRAWN BY: BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ PROVIDED AND INSTALLED AT ALL ROOF DRAINAGE AREAS. ABOVE INSULATION. INSTALLED SHOWER HEADS AND IN SHOWER COMP. SHALL BE ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH RWC FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT IMPEDE SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, LENGTH EXCEEDS 40'-0". ALUMINUM DOWNSPOUTS W/BAKED SHEATHING AT ALL EAVES AND AT ALL CATHEDRAL CEILING SHEET: ANY GLAZING IN SHOWER STALL TO BE TEMPERED GLASS AND CONFORM WITH A MIN. DIMENSION OF 20"WIDTH/24" HEIGHT WITH BOTTOM OF ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE SPACES FOR MINIMUM "IRS["CLEAR AIR PASSAGE. TO 2020 RCNYS R308.1 OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. DOWNSPOUTS AT 40 LINEAR FEET MAX. �_0 1,Q •t i r* cts 6334 Northern Boulevard East Norwich, New York 11732 11 Broadway - Suite 3 Amityville, New York 11701 ALASKAN YELLOW GEDAR'RID6E GAP 51 6 . 3 0 8.4 6 4 6 P h o n e T.O.HIGHEST PROPOSED RIDGE W/GONTINUOU5'RID5E VENT 516 . 813 . 0924 F a x EL.=62.3'+(32'-0%") 12" TYPIGAL'ROOF SYSTEM - - Info@JoeBelloArchitects.com ALASKAN YELLOW CEDAR�ROOF www.JoeBelIoArchitects.com LEAD COATED CAPPER STANDING SEAM ROOF GEDAR BREATHER BY 'BENJAMIN OBDYKE' OR EQUAL INSTALLED PER PROVIDE IGE t WATER 12" MANUFACTURE5 IN51RUGTION5 SHIELD ON ENTIRE LOW 2" --- CALCAR TIES,SEE 5-3--- , 15#BUILDING FELT PITCH ROOF SURFACE 5/8' GDX PLYWOOD DATE ISSUED: ,R-30 INSULATION 'ROOF'RAFTER5 SEE 5-3 FOR INFO 6-29-2022- Issued for septic design MIDPOINT OF ROOF - - - - - - TIES SEE 5-3 FOR INFO 7-11-2022- Issued for updated septic IQU EL.=56.6'(+26'-23/8") -- v k,. PROVIDE IGE t WATER SHIELD EXTENDING -- - ------- ----- CONCEALED HEAD WALL FLA5HING, 21 IN5ULATIO UNFIN15HED FROM EAVE TO MIN.36"ONROOF FROM 10-3-2022-Working Drawings EXT. WALL PER 2020 NY5RG 10-13-2022-Issued for Bldg. Permit EXTEND MIN W UP WALL.TYPICAL ATTIG R-30 INSULATION IN BAY 12" 12" 21 R-11 CROSS,HATCHED ABOVE �10" 4' INSULATI JOIST. Yl _77 -- h�h T.O. ND FL.PLATE y x x k .k Y l � --- /T�1 YYXX KV EL.=9'-0"A.F.F.(+20'4%") ------ I T.O.WINDOWS/DOORS INSULATION I - — ELEV.T-0"A.F.F.(+18'-3%") r a 205 _G r COR-A-VENT SLOT SOFFIT VENT 4 � r GONGEALED HEAD WALL FLA5HIN6, I TYPIGAL FLOOR SYSTEM O I ? " 01 WIDE-PLANK HAi2DW00D FLOORS AS,SELECTED EXTEND MIN 8 UP WALL. TYPICAL - I � ENTRYih BY OWNER. GLUE t NAILED TO 5UBFLOOR r r FOYER i 7/8' ADVANTECH 5UBFLOOR SEGURED WITH r T.O.2ND FL.SUBFLOOR ? — _ _ - - -ADVANTEGH 5UBFLOOR ADHESIVE-t=5GiZEWS IkV x EL.=(+11'-3%') 12" -- — — - FLOOR JOIST SEE 5Ti?UGTURAL PLANS FOR INFO T.O.1ST FL.PLATE 4" -MINERAL-WOOL-ACOU5TIG INSULATION - -- EL.=10'-0"A.F.F(+10'-1) - cV 00 8 GYPSUM BOARD r ! 3 COATS TAPE AND 5PAGKLE T.O.WINDOWS/DOORS l x EXTERIOR WALL SYSTEM ELEV.8'-0"A.F.F.(+8'-011) WHITE-6EDAR�SHAKE SIDING C�REAT�ROOM � !12/" EXPOSURE DATUM ELEVATION IS ;; MORTARVENTRAIN SCEN RE WEATHER�RTHERRESISTANT BARRIER ESTABLISHED TO BE 0'-0GDX PLYWOOD AT TOP OF FIR5T FLOOR ROOF OVER % R-21�N5ULATION 0/-. N.O.N) 5UBFLO0R. ALL ELEVATIONS OPEN PORCH T ARE TAKEN FROM THI5 O'-D". ° PREFAB OPEC VENT 6A5 GYP.WALL BOARD 3 GOATS TAPE AND SPACKLE --- FIREPLAGE W/ .6LA55 } 03 BY HEAT 4 6LON INSTALLED T.O.1 ST FL.SUBFLOOR z PER MANUFAGT RE5 5PE05 PATIO EL.=30.2'(+0'-0") T.O.FOUNDATION WALL 3 v i• �X�// �A,i�LJ.I�J�JI.J`.1 �.+ \�Xk/A�.J�. ti..'.J`�>;Xi.J�t!Kk 7` S EL.=28.89'(-1'-3 a') -- AVERAGE GRADE EL.=27.9' ,III-;%+. R-30 INSULATION - " -III—III-1_II-I!-III=,III-�'• •;.� ^-. -�IIIIIII= 8 POURED CONG�ETE' - _ 10 POURED CONCRETE f3 POURED CONCRETE " .+r 5 " ' ' 1=III=III !I—III=III- —1 1=I1=i =111- :' •4•'r •' w FOUNDATION WALL ON 12x24 FOUNDATION WALL ON ISxl6 FOUNDATION WALL ON I Sx b' ,ITi=1Ll IITi ii ,: J KEYED FOOTING. MIN 36" KEYED FOOTING. MIN 36" KEYED FOOTING.MIN 36' =III II—Ilk 1 BELOW GRADE ON VIRGIN 5011.1 l IITII BELOW GRADE ON VIRGIN 501E BELOW GRADE ON VIRGIN SOIL MIN.FOOTING DEPTH 36"BELOW I GRADE,VIRGIN SOIL I - ' LNFIN15HEP o- r------- L_ r__J r_J -�' PRIVATE STEP FOOTING AS NEEDED,MAXIMUM L r__J STEP FOOTING AS NEEDED,MAXIMUM T.O.CELLAR SLAB 30_DECAREE AN6LE_OF�REROSE _ ._ _ 3Q DEGREE ANGLE OF RESIDENCE ELEV.20.2'(-10'-0Y4") -- --- r — 14" POURED GONGRETE SLAB I -J /T',,\ B.O.FOOTING '` `------ 10 MILL.VAPOR BARRIER _ L•',... ---------, •' ' 905 Wildberry Lane ELEV.18.4'(-11'-9Y4") R-10 XP5 RI61D INSULATION Southold, New York 11971 6'GLEAN GOMPACTED FILL ALL NEW BASEMENTS AND/OR ANGHOR BOLT NOTE: G 4A L SPACES TO BE FOR SILL PLATE AT TOP OF WALL t TOP OF 1000-051.00-03.00-012.013 TREATED WITH TUFF-N-DRI HS JOIST LEDGE,PROVIDE 5/8" ANCHOR BOLTS DAMP-PROOFING BY TiZEMGO. TYPICAL 44'O.G. (24' O.G. FOR 5LAB-0N-6RADE) INSTALLED PER MANUFACTURES AND MAX. 12"FROM EAGH CORNERS. 7' IN5TRUCTION5 EMBEDMENT MIN.USE 3"x3"x5/16"50. WASHER PLT. When a registered design professional has stamped and 1 Cross Section signed this page (blue ink), they are attesting that to the best of A-9 GENERAL NOTE: his/her knowledge, belief, and SCALE : 1/4"= F-0" professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES plans and/or specifications are WITH 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 New York State Building Code. SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS © copyright 2022 AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. FRAMING NOTES: WINDOW& DOOR NOTE: ROOFING NOTES: ��RED ARC PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, ALL INSULATED CEILING SPACES TO BE PROVIDED WITH H M. GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. LEAF STRAINERS AND STRAPS FOR A COMPLETE INSTALLATION, CONTINUOUS 2"ALUMINUM SOFFIT VENT AT SOFFIT AND RIDGE ORDER TO RECEIVE PROPER PLUMBING ROUGH IN&CENTERING OF ALL FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR fi; ELECTRICAL FIXTURES, SEE PLUMBING RISER, &ELECTRICAL PLANS UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A - UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO VERTICAL WALL PROVIDE FLASH FILTER VENT AS MANUF. BY'AIR * 1, FIRE BLOCKING AS PER 2020 RCNYS FLASHING TO EXTEND MIN. 8" UNDER SHINGLES DRYWELL WHERE APPLICABLE. VENT'(OR EQUAL) ` GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS. SIZES, COLOR ETC. W/OWNER PRIOR TO ORDERING PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR -9T 032670 'to AND FASTENER SCHEDULE INCH MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL RAIN OR SNOW. VENTILATION OPENINGS SHALL BE PROVIDED SOF NE`N HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE PLACEMENT. WITH CORROSION RESISTANT WIRE MESH, WITH ONE EIGHTH INCH SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE MAGNITUDE. INSTALL THROUGH WALL FLASHING AT INTERSECTION OF PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN FILE: ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS CHIMNEY&ALL ROOF PENETRATIONS. CONDITIONS, LAP INTO GUTTER ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE 22027 INTERIOR FINISH NOTES: PER ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF PROVIDE R-30(UNLESS NOTED OTHERWISE) UNFACED INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR;. A SCALE: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR EXTERIOR WALLS AND 36"WIDE @ EA. SIDE OF VALLEYS. FIBERGLASS BATTS TO FIT SNUG BETWEEN CEILING JOISTS,AND 4 MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED BETWEEN THE OF NOT GREATER THAN 200 AS PER SECTION R319 TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR ELSEWHERE, IN INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE AS NOTED ORDER. ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE VENT. DRAWN BY: BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ PROVIDED AND INSTALLED AT ALL ROOF DRAINAGE AREAS. ABOVE INSULATION. INSTALLED SHOWER HEADS AND IN SHOWER COMP. SHALL BE ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH RWC FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT IMPEDE SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, LENGTH EXCEEDS 40'-0". ALUMINUM DOWNSPOUTS W/BAKED SHEATHING AT ALL EAVES AND AT ALL CATHEDRAL CEILING SHEET: ANY GLAZING IN SHOWER STALL TO BE TEMPERED GLASS AND CONFORM WITH A MIN. DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. TO 2020 RCNYS R308.1 OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. DOWNSPOUTS AT 40 LINEAR FEET MAX. A-9 Fc C- f, •,(1:,) Architects 6334 Northern Boulevard East Norwich, New York 11732 11 Broadway - Suite 3 Amityville, New York 11701 ALA5KAN YELLOW GEDAR•RI06E GAP 51 6 . 3 0 8.4 6 4 6 P h o n e T.O.HIGHEST PROPOSED RIDGE W/CONTINUOUSRI06E VENT _ 516 . 813 . 0924 F a x EL.=62.3'+(32'-0%") TYPICAL ROOF SYSTEM --- Info@JoeBelloArchitects.com ALA5KAN YELLOW GEDAR'ROOF www.JoeBeIIoArchitects.com GEDAR BREATHER BY 'BENJAMIN ALA5KAN YELLOW CEDARRID6E GAP OBDYKE'OR EQUAL IN5TALLED PER MANUFACTURES IN5TRUGTION5 - 11 11 11 DATE 15#BUILDING FELT , COLLAR TIES,5EE 5-3 , fi al_ 5/8" GDX PLYWOOD <' _ I�_12° I I I I 11 I I I I I I I I I I IISSUED: ROOF 5 SEE 5-3 FOR INFO 0 1 11 I I -�—�> I1 —�T 6-29-2022- Issued for septic design �I MIDPOINT OF ROOF GOLLAR TIE5 5EE 5-3 FOR INFO = 1 �- 7-11-2022- Issued for updated septic EL.=56.6'(+26'-2%") PROVIDE ICE II: WATER SHIELD EXTENDING + + + -+I- FROM EAVE TO MIN.36' ONROOF FROM — - - 10-3-2022-Working Drawings 1�—II �I a ISI Imo- II —II EXT.WALL PER 2020 NYSRG 12" UNFINISHED --- - ----__ ----- 10-13-2022-Issued for Bldg. Permit II II II I! II II II II II TTIG u Il—�— _11 I--------------- II I ?r -IJ -- i-irk' I I -;rR � �t_—♦� ---- T.O.2ND FL.PLATE _ _ _ 1�� �_- �- II II EL.=9'-0"A.F.F.(+20'-4Z8") 11 ------------- - --- - I— I II T.O.WINDOWS/DOORS 7771_ ELEV.T-0"A.F.F.(+18'-3%") GOR-A-VENT 5LOT SOFFIT VENT — 30 I SULA ION 1,16 CONGEALED STEP FLA514ING 1R..I1 G 55 [ATIGHD AHOVE 205 J 1ST. Q " s ' ss ' sss ' s x ° UNF NI 15HED ATTIC ' 01 CONGEALED HEAD WALL FLASHING, EXTEND MIN 8" UP WALL. TYPIGAL /TN T.O.2ND FL.SUBFLOOR I R-30 INSULATION 12" EL.=(+11'-3Y8') - - _ - -_ _--- -- - - — - - T.O.1 ST FL.PLATE EL.=10'-0"A.F.F(+10'-1') T.O.WINDOWS/DOORS ELEV.8'-0"A.F.F.(+8'-0") EXTERIOR WALL SYSTEM - --- — — — -- = — WHITE CEDAR SHAKE SIDING ACOU5TI6 SOUND IN5ULATION r 5AFE-N-50 BYROXUL AGOU5TIGAL SOUND IN5ULATION EXPOSURE SAFE-N-SOUND BY ROXUL DATUM ELEVATION 15 %8" MORTAIRVENT RAIN SCREEN E5TABLI5HED TO BE 0-0 WEATHER1RE515TANT BARRIER o AT TOP OF FIRST FLOOR COX PLYWOODz BEDROOM#I BATHROOM t1lWATER OL05ET 551N6—ROOM 50FLOOR. ALL ELEVATIONS 2x6 5TUD5® 16' o.c.N.O.N) a' r ARE TAKEN FROM THIS 0'-0". R-.21 WULATION0 PREFAE DIRECT VENT 6A5 %8" 6YP.WALL BOARD FIRED GE W/TEMP.6LA55 r 3 GOAT5 TAPE AND SPACKLE _ BY HEA F 4 GLOW INSTALLED 06 T.O.IST EL.=30.2''L.(+0'-0")SUBFLOOR IO PERM ACTURE5 5PEC'S = > ( PAT -- - -- T.O.FOUNDATION WALL EL.=28.89'(-1'-3%") AVERAGE GRADE EL.=27.9' TYPICAL FLOOR SYSTEM R-30 IN5ULATION ' ,i- i=n=i I i=i i=i - •*. ..;::. ;''+-i,-iii- i-u- i-i i- WIDE-PLANK HARDWOOD FLOORS A5 5ELEGTED r'. =1 -III=1 =1Ti=1 11=i S POURED CONCRETE Ti-I 1=1 1=Ii =1T FOUNDATION WALL ON , BY OWNER GLUE 4 NAILED TO 5UBFLOOR 18 6 -I -I 7/8" ADVANTEGH 50FLOM 5EGURED WITH KEYED FOOTING.MIN 36" Il�Illl�lli.••�s .{. ,•�: iilllllillil- -III ::�; ADVANTEGH 5UBFLOOR ADHE5IVE It 5GREWS BELOW GRADE ON VIRGIN 501E i=ITI=11 :�: • . • . ITI-IiI _i MIN.FOOTING DEPTH 36"BELOW FLOOR J015T 5EE 5-MUGTURAL PLAN5 FOR INFOg � :. � .. it=lil- -III-I I ':.•; cw� GRADE,VIRGIN SOIL MINERAL NOO ACaSTIG INSULATION -- S_rlE5 " UNFIN15HED 6YP5UM BOARD 10" POURED GONG 3 GOATS TAPE AND SPACKLE CELLAR FOUNDATION WALL Ol, 12x24 :..; L , KEYED FOOTING.MIN " ,�• PRIVATE L—, _ BELOW 6RADE ON V IN 501 STEP FOOTING A5 NEEDED,MAXIMUM T.O.CELLAR SLAB 30 DEOREE ANGLE OFREP05E LRESIDENCE ELEV.20.2'(-1 0'-0Y4") --I ` ---- --- ---- --- . «.. 4" POURED CONCRETE SLABr.. . B.O.FOOTING -------- jo MILL,VAPOR BARRIER ---------j :� ''�� 905 Wildberry Lane ELEV.18.4'(-11'-9%a") R-10 X1D5RI6ID IN5ULATION Southold, New York 11971 ------ 6"GLEAN COMPACTED FILL ALL NEW BA5EMENT5 AND/OR ANCHOR BOLT NOTE: 1000-051.00-03.00-012.013 CRAWL 5PACE5 TO BE FOR SILL PLATE AT TOP OF WALL 4 TOP OF TREATED WITH TUFF-N-DRI HS J015T LEDGE,PROVIDE 5/8'ANCHOR 13OLT5 DAMP-PROOFIN613Y TREMGO. TYPICAL 44" O.G. (24' O.G.FOR SLAB-ON-ORADE) IN5TALLED PER MANUFAGTUR.E5 AND MAX. 12" FROM EACH CORNER5.Ill IN51RXTION5 EMBEDMENT MIN. U5E 3"x3'x5/I6' 50.WA5HER PLT. When a registered design professional has stamped and 1 Cross Section signed this page (blue ink), they are attesting that to the best of GENERAL NOTE: his/her knowledge, belief, and SCALE : 1/4"= F-0" professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES plans and/or specifications are WITH 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 New York State Building Code. SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS © copyright 2022 AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. FRAMING NOTES: WINDOW&DOOR NOTE: ROOFING NOTES: (�ED A)�C,y/ PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, ALL INSULATED CEILING SPACES TO BE PROVIDED WITH QH M. 6 GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. LEAF STRAINERS AND STRAPS FOR A COMPLETE INSTALLATION, CONTINUOUS 2"ALUMINUM SOFFIT VENT AT SOFFIT AND RIDGE ORDER TO RECEIVE PROPER PLUMBING ROUGH IN&CENTERING OF ALL FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR ELECTRICAL FIXTURES, SEE PLUMBING RISER, & ELECTRICAL PLANS UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; ALL FLASHING AT MASONRY VENEERS TO BE 161 COPPER EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO VERTICAL WALL PROVIDE FLASH FILTER VENT AS MANUR BY'AIR FIRE BLOCKING AS PER 2020 RCNYS FLASHING TO EXTEND MIN. 8" UNDER SHINGLES DRYWELL WHERE APPLICABLE. VENT'(OR EQUAL) GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, (P\ SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS. SIZES, COLOR ETC. W(OWNER PRIOR TO ORDERING PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR '9T 326TH ypQ AND FASTENER SCHEDULE INCH MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL RAIN OR SNOW. VENTILATION OPENINGS SHALL BE PROVIDED SOF NE`N HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE PLACEMENT. WITH CORROSION RESISTANT WIRE MESH,WITH ONE EIGHTH INCH SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE MAGNITUDE. INSTALL THROUGH WALL FLASHING AT INTERSECTION OF PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN FILE: ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD', MUNTIN BARS AS CHIMNEY&ALL ROOF PENETRATIONS. CONDITIONS, LAP INTO GUTTER ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE INTERIOR FINISH NOTES: PER ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, 22027 HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF PROVIDE R-30 (UNLESS NOTED OTHERWISE) UNFACED INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A SCALE: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR EXTERIOR WALLS AND 36"WIDE @ EA. SIDE OF VALLEYS. FIBERGLASS BATTS TO FIT SNUG BETWEEN CEILING JOISTS,AND 4 MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED BETWEEN THE OF NOT GREATER THAN 200 AS PER SECTION R319 TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR ELSEWHERE, IN INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE AS NOTED ORDER. ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE VENT. DRAWN BY: BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ PROVIDED AND INSTALLED AT ALL ROOF DRAINAGE AREAS. ABOVE INSULATION. INSTALLED SHOWER HEADS AND IN SHOWER COMP. SHALL BE ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH RWC FURNISHED W(A NON-ABSORBANT SURFACE. SUCH WALL SURFACES TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT IMPEDE SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7) SQ.FT, LENGTH EXCEEDS 40'-0". ALUMINUM DOWNSPOUTS W(BAKED SHEATHING AT ALL EAVES AND AT ALL CATHEDRAL CEILING SHEET: ANY GLAZING IN SHOWER STALL TO BE TEMPERED GLASS AND CONFORM WITH A MIN. DIMENSION OF 20"WIDTH/24" HEIGHT WITH BOTTOM OF ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE SPACES FOR MINIMUM "IRSI"CLEAR AIR PASSAGE. TO 2020 RCNYS R308.1 OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. DOWNSPOUTS AT 40 LINEAR FEET MAX. 0 F I I-, C,(I Architects i 6334 Northern Boulevard East Norwich, New York 11732 -------------------- (4) 1 14X11% WATER5HED MI GROLAM GIRDER —0— PSt1L 4TEiN�ELF AUHEW fLASH1N6 1EMI A 1 1 Broadway - Suite 3 - -------------------- -- Amityville, New York 11701 I I I I noo �? I LL L 516 . 308.4646 Phone 0 �h O 1 � I 516 . 813 . 0924 Fax I z_ < I v z Info@JoeBelloArchitects.com I ® F- www.JoeBelloArchitects.com 1 0 N 1 1 tZ it i �jU DATE ISSUED: 1 1 1�2xxy HSS P05T WITH -29-2022-Issued for septic design BEARING PLATE-5 TOP 7-11-2022-Issued for updated septic I 1 4 BOTTOM 3 13 14" LVL HEADER � 1 (2)2X12 HEADER 10-3-2022-Working Drawings 10-13-2022- Issued for Bldg. Permit LIIIIIIij Ba F3 1 I5Q 12x12 LEDGER 5EGURED WITH LED6ERLOK FA5TENER5 -- ® 12 O.G. 5TA66ERED ENCAPSULATE IN SELF 11EO 0(31 13/4x14" LYL_HEADER lzi, HE51VE-FLA%INGkEJ (3) 14x24' LVL HEADER I i � 77 77�,l7 O I I 1 I I \ / !2N I I I x10 G.J. 9i I 16" O.G. O : I O I l LL 1 @ I 0 � I 71 2x10 PITCHED (14:12) 2x10 PITGHED (14:12) GEILIN6 J015T® I6" 0 G. GElLIN6 J015T® I6" O.G. d- sD — BEARING WALL _(2)-2X5 - F— --►IEA�ER- / -x!hxj'4 H55 P05T WITH C-7 Y4' BEARING PLATES TOP t 1 BOTTOM. TO BEAR \ i DIRECTLY ABOVE,STEEL 11 / GOLUMN 4 FOOTING BELLOW i BEARING WALL_ (3) 1%x44" LVL FLUSH — — �! 1 4x14" LVL F- --- 1 - ---=--_-------- - �- 2-2X8- (2 -HEmm ADER- 1 1 1 7 it O -=i f- BEARING WALL r2) X8 ER ffi ~ \ BEAM LONG, TO BEAR ON PRIVATE 1 FOUNDATION 2X8 --- - - HEADER— BEARING WALL ((3J13/4X14" LVL FLUSH BEARING WALL HD ------ PPIo 905 Wildberry Lane ------- - A130 Southold, New York 11971 (3) 13 14" LVL FLU5H 1000-051.00-03.00-012.013 \ ry 1 14" Jk360 FLOOR 15 ® 6� O.Z: r q When a registered design -/ II 4x14 ML. SH IN/FL FRAMING professional has stamped and signed this page (blue ink), they (3) 14x18" LVL FLUSH TOP WITH L---___-___MsIR III M (2)2XI2 HEADER TOP OF FLOOR JOIST his/her ekn'owledge, belief, and 1 - - professional judgement, such ---- plans and/or specifications are GENERAL NOTE: EAD(H 2) 2XE�B i cy in compliance with the latest THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH `h New York State Building Code. THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY © copyright 2022 CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL j j j ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS OQ 1 AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN 9� 1 THE FIELD PRIOR TO CONSTRUCTION. 1 r> K\\ ARC M. Le�7 end D 73) 2- X12 A60-6IRD1=R ------ --------------- 1 1 -------\\� NEW CONSTRUCTION: MULTI SENSOR SMOKE AND L 10"P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTORp ------ 20"x12" KEYED P.C. FOOTINGS INSTALLED PER 2020 RCNYS ��cOr NE`I`ly� sD MULTI SENSOR SMOKE DETECTOR NEW CONSTRUCTION: INSTALLED PER 2020 RCNYS (2)242 HEADER 8"P.C. FOUNDATION WALLS O MULTI SENSOR HEAT DETECTOR FILE: ---___ 16"x8 KEYED F.C. FOOTINGS INSTALLED PER 2020 RCNYS 22027 NEW CONSTRUCTION: #X# WINDOW TAG SEE SCA SCALE: 0 2x6 EXTERIOR WALLS AS NOTED 2x6 INTERIOR WALLS U.O.N. O DOOR TAG SEE SC-1 DRAWN BY: T---I SOLID POST ON A 30"x30"x18" RWC L ® � POURED CONCRETE FOOTING ❑ POST ABOVE 1 Second Floor Framing Plan First Floor Ceiling) SHEET: ----- NEW HEADER OR GIRDER ® SOLID POST IN WALL OR COLUMN S-1 SCALE : 1/4" = F-0" F F; [, L Q , Architects ------------------------ ----------------------------------------- 6334 Northern Boulevard East Norwich, New York 11732 I I4 I I --------------------- ---- -- _ -.- 1 I'�I F1 11 Broadway - Suite 3 -J - Amityville, New York 11701 I I I I 11 I I II 1 516 . 308.4646 Phone I I r---------------------------- _� II 1 516 . 813 . 0924 Fax �I I Info@JoeBelloArchitects.com 11 www.JoeBel[oArchitects.com I I 11 I I I I 11 I I 1 I II I I 1 I II I I — li DATE ISSUED: j I I 6-29-2022- Issued for septic design I I I I (2)2X8 7-11-2022- Issued for updated septic ----------WADI=R- -- ---- l (2)2X12 HEADER 10-3-2022-Working Drawings r- - -- 10-13-2022- Issued for Bldg. Permit GONTINUOUS RLL HE16HT 6x6 KING P05T EAGH SIDE - (2)2X12 HEADER,P05T BETWEEN 1 (2)2X12 HEADER ---------------------- (3) l3%4x 1Y8 LVLLUSFI INTO ATT 1 W ---- ----------- IUCA1 Q � U ---------- -------------- I - V Iii -�� ---------- � ------------ L---------- V L I O I 1 / � GEILItC6 JOISI� i I U ® I6" SD I BEARING WALL 2 2X8 2 2X8- 2 2X8 BEARING - _ II ER _ 1 I BEARING WALL (3) IW4 LVL FLUSH BEARING WALL sD (z x N zx 1Z •� it ® I1 v I I 13/a% LVL FLUSH INTO�TI BEARING WALL- (3)-1%x14 LVL FLU5H INTO ATI-IG (3) I%xI4 LVL FLU5H INTO ATI-IG 2 X8 ---- - -----------7 BEARING WALL2) XS -_ - I WAPERI I I I 'v 2x1 �i 0 GEILIN6 J015T PRIVATE i i . i i ��li II i� � I I I I I I E SII ® I6 O.G. _ RESIDENCE �, i N ( 905 Wildberry Lane ------ d O Southold, New York 11971 II � � --� z I I z / < u-I (2)2X12 HEADER ----- _, -a / \ _ 1000-051.00-03.00-012.013 I I i � �---------- J Lu II Q 3 2X10 T RIMMER v ---_--_-- --- I 212 LE06ER 5EGURED WITH LED6ERLOK FASTENERS ------ _- 1_ O @ 12" O.G. 5TA66ERED r —-- , lip I I z 0 When a registered design w (2)2X12 HEADER 2 -2X8 2X8 professional has stamped and v j - signed this page (blue ink), they 1 O ® (2)2X8 2x12 LEL 6Et�512GURED=WITiI LEDC L.Or fMfENL BEARING are attesting that to the best of L_� _____ _ ___ HEADER '02"D. :5TA66ERED-�- - J sn WALL his/her knowledge, belief, and L-- -- ---- —— --_-------J _ i professional judgement, such GENERAL NOTE: I I IM 1 I plans and/or specifications are in compliance with the latest THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH 1 New York State Building Code. THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL 20 2x10 GEILIN JOIST 1 © copyright 2022 ALSO NOTIFY THE ARCHITECT-IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS =4 @ 16 G AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN v THE FIELD PRIOR TO CONSTRUCTION. E x1 1 ED q � ' \���R M. ecti% r���r� �� �F--,F- 5 �� (E H I �� >O �O C.a - i L JIII ----ill J JII:I II J 1 1 I�1V F--- Legend ----------- un NEW CONSTRUCTION: MULTI SENSOR SMOKE AND L-------------------- L-_- J F T= ,. 10 P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR 032670 ___--_ 20"x12"KEYED P.C. FOOTINGS INSTALLED PER 2020 RCNYS 1; (2) 2X12 HEADER _ '9TH �4 OF NE MULTI SENSOR SMOKE DETECTOR z z `N _--___ sD NEW CONSTRUCTION: INSTALLED PER 2020 RCNYS — 8"P.C. FOUNDATION WALLS MULTI SENSOR HEAT DETECTOR FILE: 16"x8" KEYED IP.C. FOOTINGS }rD INSTALLED PER 2020 RCNYS 22027 NEW CONSTRUCTION: #X# WINDOW TAG SEE SC-1 SCALE: 2x6 EXTERIOR;WALLS AS NOTED 2x6 INTERIOR WALLS U.O.N. O DRAWN BY:DOOR TAG SEE SC-1 F -1 SOLID POST ON A 30"x30"x18" RWC I ® I POURED CONCRETE FOOTING 0 POST ABOVE 1 Attic Framing Plan Second Floor Ceiling) SHEET: L_J ----- NEW HEADER OR GIRDER M SOLID POST IN WALL OR COLUMN S-2 SCALE : 1/4"= 1'-0" S =2 Architects 6334 Northern Boulevard _ _ East Norwich, New York 11732 III III -�- III 11 Broadway - Suite 3 III Amityville, New York 11701 Ili III III III III III 516 . 308 .4646 Phone III III 5 1 6 . 8 1 3 . 0 9 2 4 Fax Info@JoeBelloArchitects.com www.JoeBelloArchitects.com III III III III III III 2X6 DOLLAR TIE-5 ® 32" O.G. DATE ISSUED: III 6-29-2022- Issued for septic design 2x10 ROOF RAFT ER5 2x10'ROOF 1RAFTER5 i 2x10`ROF RAFTCR5 2x10 RooF RAFTPf2S ® 16" O.G. @ 16" O.G. III a'II6" O.G. —® 16" O.G. 7-11-2022- Issued for updated septic ' III III 10-3-2022-Working Drawings III --------- - _ -___--_ --r - - -2022- Issued for Bldg. Permit 11 1 1 � I I I I � � III III I I I I I III I 1II iI ------ ---- ---- -- - ---- 2X6COLLAR T1E5�� =L -FRAMC 2x_ FLAT - --J -- + " OVER VALLEY NAILER �I_I II 0 v II w a 11 II II ZD II I I II I1 II II I I II II II I I I II I l II I i II O I1 ` II X 1 1 III N I I I I II I I � = - --� L------- --- I PAD OUT/FRAME OVER -- ---- -- _ I i � ; r - - --PAD-0UT-E FRAME-OVER -----� I 001=P TGH 1 ZANSITION (2) I%x2O LVL RID6E BEAM FORI �d QE F E� _ 'ROOF PITGH TRANSITION 1 2X10 ROOFRAFTER5 ® 16" O.G. 2x10 ROOF RAFTERS ® I6" O.G. t L----------------- - ----- -- ------ --- -- I i 2x_ FLAT NAILER FORfioOF PITGH FRAME OVER -- ----�- Ir----------- ----- II O � I II �I I IIII � I I 11 I I I ® II IIII I I I I I I I II �/ I I IIII I I I I I I I H III 1 I„ I I I I I I I I I I I 'II -=LT r O Ih III CRIPPLED Wd I IN ATTI MOM BEM /BCA IN6 I x II WALL 0 5l PPO T�RO F FTER� 4 i ry FRAME R N S FRAME I x ��1 ---iI,l-lI ---,III ,III `y ---------rIII-III -L•��_-_� _ �-X II1-I _TIII _-� zJlI iiIl; j�IIIIl� III 1- D -.VOo- ---- - -- L_i_ 32X -II��--I I---- - V ky-�I♦-I -rI -rII ---------- -II--=---_ -------- ---------- - --- -------------- -------------- II ----- - PRIVATE _ RESIDENCE 2X6 I I GO �fIES I Icy I t I I iiZ) I 2 IGO TIES ® 32L o. OI I ° 32' o.G.IINIXI I I I 905 Wil—db�e—rr y Lane 1 2XIO-ROOF-RAFT�CRS® I6" O.G. 2 b42. . III mi ° ° x10 RR. I 2XI6 iZ. 1 iiI I Southold, New York 11971 ® I "i0. .-- -- h ' --- ` I n 1 16" .G.I 1 ® 16;" O.G. I t J 1 I 1000-051.00-03.00-012.013 I '--------- - - - � I ill I _ II I I I I I -------- ==== ____ - __-. .�_ __ �I �------ L- .� � -- - - 5 ,��3) 2X1 I 1 I I t X11 ♦ I 1 1 1 1 1 I t III I ; i j When a registered design professional has stamped and — _-- --_ _ _ _ -_ signed this page (blue ink), they 1 1— —— _ J - are attesting that to the best of 1 1 I 1 _ _ __- __ ' _ _ _J — I his/her knowledge, belief, and I I I I � � IIII I I L———————— ———— I I 'ti 1 II plans and/or judgement, such GENERAL NOTE: s are I in compliance with the latest I t I THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH I I I New York State Building Code. THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANYcopyright 2022 CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL 2x6 GO TIES 1 I pyrl 9 ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS ® 32' O.G. AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. I I 2XIROOF ® 16" O.G. 2X10 RR. 2x10�R.�R I I RED q Rc I I I ® I6 O.G. @ I6 O.G. M ti ra . / LegendL-JLIII��LSII LL� ----- II�IIL� ,IIS Q ( 111 Q --1=TJ -I f 4 III 1 O - --- ------- - ------ I ry r ------J NEWCONS1fRUCTION: Q MULTI SENSOR SMOKE AND L 10"P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR L — _ -- — I � �� 0 0 Q� ------- 20'x12' KEYED P.C. FOOTINGS INSTALLED PER 2020 RCNYS q�' 26� ko ------ cc�FNE`N MULTI SENSOR SMOKE DETECTOR _ NEW CONSTRUCTION: sn INSTALLED PER 2020 RCNYS 8"P.C. FOUI4DATION WALLS MULTI SENSOR HEAT DETECTOR ------ 16"x8"KEYED P.C. FOOTINGS SID INSTALLED PER 2020 RCNYS 2x10 ROOF�RAFTFRs I LE: ® 16" O.G. 22027 NEW CONSTRUCTION: ### WINDOW TAG SEE SC-1 SCALE: 0 2x6 EXTERIOR WALLS AS NOTED 2x6 INTERIOR WALLS U.O.N. O DOOR TAG SEE SCA DRAWN BY: r , SOLID POST ON A 30"x30"x18" POURED CONCRETE FOOTING © POST ABOVE RWC 1 Roof FramingPlan SHEET: ----- NEW HEADER OR GIRDER 0 SOLID POST IN WALL OR COLUMN S-3 SCALE : 1/4"= F-0" ® ® J Al"� IST DETAILS INTERMEDIATE BEARING TJI&/Pro-I DOTS JOISTS TJI®JOIST ATTACHMENT AT BEARING '' NO LOAD BEARING WALL ABOVE 9y Land 11%" HANGER BACKER BLOCK SIZES f` F [11 [71 `-`'' Load bearing or shear Wall above Trus Wst rim board (must stack over Wall bdoij) 1Y4" • TJI®/ProTM 100TS,120TS,150 and 250 joists: • Web stiffeners required ALLOWABLE HOLES - TJI® Joists • TJI®/ProTM 130 and 350jolsts:l"net o ® � Load from above 1%° TimberStrandOLSL For information on lateral each side at B3)N Blocking panels flange Bldg load capacities, refer to Blowing panel 4may be required With $m�e • TJI@/Pro,550 Joists:2x_ rmance panel rrent Trus Joist rim board 2x4 minimum shear falls above f " Plus®W b typical salt tableQ literature. 6eloly-see detail Bf J{6 DOUBLE TJI®JOIST FILLER SIZES squad blocks � Drtro Hale at an 13t'mIntmmrt end beailg 3�"mIntmtan angle at least 1)Q for Mole-fainlyy Intermediate bearing, • TJI®/ProTM 150 joists:1y"net fran end appDcatlats 2Y'far X11"may be requted 1 mdtl-fanly and putt for maxim • TJI®/Pro""100TS,120TS and 250 joists:2x_ BI BI W �16" TJI®/Pro—120TS JOISTS O Maintain adequate To bearing platecom ercial load Capacity • TJI®/ProTM 130 and 350 joists:2x_+jr�"sheathing 6334 Northern Boulevard 9y',11%"and 14" distance from bearings TJI®joists at bearing:One Sd(2y")box nail each side East Norwich, New York 11732 kum For roctmgdor Incas, TJI®blockin panels or rim joist:10d 3 box nails at 6"on-center • TJI®/Pro'550 joists: Two 2x_ �eb stiffeners o" 2 z D D use nremutsnad of 9 P I ( ") f squash blocks 1/ A d4'Inde em D1 Sheartransfer.Connections equivalent to decking nail schedule Td Crim Joist Trus Joist re rewired each side at be gel„ — — rim board B1J and B2W In (deo Rim to TJI®foist • 18"or 20"TJI®/ProTM 350 joists: 2x12+Jz"sheathing Use 2x4 minimum squash blocks 1yz" TimberStrand®LSL 3 1 1 Broadway - Suite 3 q flange to W' �) Do not cut holes 1/"width or less rim board or rim Joist:Two 10d(3")box Halls,one • 18"or 20"TJI®!ProTM 550 joists: Two 2x12 Al A2 Must have 1%"minimum joist A3 Must have 1%"minimum joist B2 B2y� B3 B3�y CS to transfer load from above to g larger than 1!12*in each side at top and bottom flange ' Amityville, New York 117 01 beam at ends bearhn at ends bearing late belo cantilever TJI@/ProTM 130 and 350 rim joist:Two 16d(3Y2")box nails,one each at top and bottom flange Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole TJI®/ProTM 550 rim joist.,Toenail joist to film joist with one IOd(3")box For other load conditions or hole configurations not included in this chart,refer to TJ-Beam®software or Cut holes with careand nail,each side of joist top flange Attach reinforcement to Joist contact your Trus joist representative. in the joist web only 2x4 squash blocks:Two I Od(3•')box nails,one each side at top and 5 1 6 . 3 0 8 .4 6 4 6 P h o n e ® Nall Trus Joist rim t and bottom flanges y7th TJIO/ProTM 130 JOISTS bottom flange 6'-0" length of TSA top 9 1I' JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 516 . 813 . 0924 F a X 4!-0" length of JO g 9 IY at earl )orcommon nail g sY",11 2 fig"and 16" DEPTH TM 2-0 2-0 3'-6" 5'-0" s 3 r•s' z'•s" 4" 5" 6y" 7" 1%" s' 11y," tz" BEAM ATTACHMENT AT BEARING res stiffeners " " " connections equivalent Nail through 2x , Wood backer and Info@ JoeBeIIoArchitectS.COm oar o blocking TJIB/ 8 diameter maximum hole for � reinforcement g" dfaneter maximum hole for Oiler block, Use 4t 0 d 8 diameter maximum Inde for � r 3" 4" s Bve" r• et" s•' ,oi" ,2" 2" 3•' 4" ,-0" 6-0° Trus Jolat rkn boars required each a to deckin schedule CJI Joist Web With 2 rotas 10d www.JoeBelloArchitects.com side at E1�y 113C - 20" Joists; 6" diameter on one side at E2, 113C - 16" Joists; 6" diameter length �jith 9j§ and 113C - 16 Joists; 6 diameter Attach reinforcement to Joist " " ProTM,zors 2-0 2 6 3 s a s s-0 2-0 3-0 4.0' V-0" 6-6" l° J° (3) common nails at 6 sX" (37 box nal each maximum for 9J;" joists or for both sides at E3 maximum for 9 " joists or for 11� TJI Jolslg. maximum for 9k" joists or for top and bottom flanges With Blockingand bet)yeen each Blocking 1/a" ormber8tramd@LSL Pro, 0 2'-0" T-6" T.6" 4'-6" T-0` 2'-0" T-0" 4'-0" 6'-0` T-0` One tad blockingands Fess than 12 long. blocking P on—center, cinched. Use orMicrollarrr@LVL ro�•,so 2'-0" 3'•0" 3'-6" 5'-0" 6'-6" 2'-0" 3'-0" a'-o" 6'-0" s•-s" aide of member at bearing. p 9 g panels less than 12 long, blocking panels less than 12 long. one 8d (X) common nall at Joist. Nall to top plate With panel 16d ( ) nags With flange TM 250 7-0" 3'-6" W-6" F-6 ' " -0" 7-0" 3'-6" 4'-6" 6'-6" 7'-0° IV mintmtxn from end Do not cut tanan Do not out flanges, Do not cut flanges. each comer connections equivalent to TSI /PrPI Pro•350 ,'.6" 3•-s" 5'-0" 6'-6" T-0` 1'-6" 3'-6" F-0" 6'-6" 7'-0" 650 joists. decking schedule. TM T " " 2' " '-6" • '-6" " V-6" '•" '-" '-0 '-6" " 8'-6" 12" length of " " ttr roTM tors " " " '-" 4' " '-` 8'-L " " 9'4- Attach DrMa at an an reinforcement to Attach TSN Jbist g X" Pro-,30 1'-6" 2'-0" 2'-6" '•6" 4'-0" 5-0.18'-0" 2' T-0" 3'-6" 5'-0" T-6" '-0" 9'•6" DATE ISSUED: Joist top and bottom reinforcement to ist Web reinforcement on 12 length of� Prom 150 -0" 1'-0" Z-W 3'•0" 4' 5'-6" 8'-6" 1'-0" 2'-0" 3'6" 5'-0 T-s" -0 s'-0" to minimize Ut"minknien flan es With 8d one side at E5, reinforcement on TM V-0" ,'_" 7-0" 4'-0" s-6° 6'-" " r-0" 7-0" 4'-0" 6-s" 6-0" 8'-6" 9'-6" spfltthg of plate end beatq g 1l' ( yjith 3 ro)ys 10d �3) ProTM 350 1'-6" T-6" T-6" 6-0" '-6" T-6" 9'-s" r " T-0` 4'-6" 6'-0- -6" '-0" '-6" 6-29-2022-Issued for septic design Trus Joist rim common nails at 6 on— " both sides at E6 one side at E7, TJI@/ProTM 150 JOISTS common nails at 6 on- . Prop^ 0 1'-6" 2'-6" 4,-0" '-0" T-0" 8'-0° 10'-6" 3'-6" 5'-0" 6'-0" ,,&, 9'-6" 9'-0" 10'-6" board k�osure center, When reinforcin both sides at E8 ,,0 sy"and 11/" Pro-hors 1' " 1'-0" 1'-0" 2'-0" '-0" -6" '-0" 5'-6" 8'-6" 1' " 2' 3'-0" 4'-0" 6'-0" T-6" 9'-6" 10'-0" 1r-s" 9 center, clinched. Use 2 Wood k 7-11-2022- Issued for updated septic 0 both sides, stagger nails + rayls �(ith 9 " and 11� backer •�\���y'k �y1 1y„ 14" ProTM 130 1,-0• 1,-0" ,,-0, 2,_0" 3'-0" 3,_6" 5'-0" 6'_8" 8,-6" ,,-0" 3'-0" 4'-0• 8'-0" T " ,0'-0" 10'-0" 11'-6" n, 0 O 8� Pro- 50 ,'-0" T-0" 1'-0" 1'•0" 3'-0" 4'-0" U-6" 7'•0" 10'-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 8'-6` 10'-6" 10'-0" 12'-0" ti, Om to avoid splitting. f TJI olsts. leg �0��\ ag Pro-350 1'-0• V-0" 1'-0" 2'6" 4'-0" 5'-0` T 6" 8'-0" 11'A" 1'-0" '-0" 3'-0" 5'-0" 7'6" 9'•0" ,0-6" „'0 ,2'-0 10-3-2022-Working Drawings Face grain 0�\M �\�� 5 maximum 5 maximum 0 i\ \o° 1j2" icrollam@ LVL (O O8 ProTM 550 1'-0" 1'-0" 2'-0" 3'-0" 5'-6" 6'-6" 8'-6" 9'-0" 12'-0" 2' " 4'-0" 5'-6" T-0" 9'-0" 1 -0" 12'_0" 12'-0" horizontal cont�pt� l��$o�\ flange Pr 1'-0" ,'-o" r-0" r-0" r-6" 2'-6" 3'-6" 4'-0" s-0" s° ,'-0" r-0• P-6" 3'•6" 5'-0" 6'-0" 0'-6" 1V-6" 12'.0" ,3'-0" 10-13-2022-Issued for Bldg. Permit E1 E1�y 0 E3 E4 E5 E6 E7 E8 Ft \PA 16" ry 50 ,'-0" 1'-0" -0" ,'-0" 1'-0" ,'-0" 3'-6" 4'-0" T-0" 9'-6" ,'-0" ,'-0" 0" 2'-0" 5'-0" T-0" 11'-0" 12'-0" IT-15" Not for use with TJI®/Pro-550 Joist TM 0 V-0" 1'-0" V'0' 1'-0" 1'-0" 2'-6" 5'-0" 6.6" 8'-6" 10'-6" 1'-0"_T0- V-0" T-6" 6'-0" T-6" 11--8" 11-.6• 12'-6" IT-6- F 550 r-0" 1'-0" 1'-0" 1'-6"1 3'-6" 4'-6" T-0" T-8" 10'-0" 12,_0" 1'-0" 77 4'-6" 6'-0" 8'-6" 9'-6" 13'-0" 13'-0" 2•'1 4" 1 6" 1 8"1 to" 1 12" 14y," 16y," 2" 4" 1 6" 1 8"1 1o" 1 12" 14Y4" 16Y4" 18" Pro-3501'-0" L-0" 1'-0" ,,-0" 4'-0" T-6" IT-T 1'-0" 1'-0" 3'-0" 8'-0" 13'-0" 15'-0" 17,-6" ," ,,-0" ,,-0,. ,�-0, 3,-0�� 6'-0, 10,_0.. , ,-0.. �,_,� ,_0" ,-0, 10.-0, 14, „ 18'-0" 18,_0,. TJIO/Pro-250 JOISTS 20" TM 5o 1'-0" 1'-0" ,-0" V-0" 7-6" 6-0"1 1 1'-0" 1'-0" 1-_0" 6-0"l 11'-6" , '-0" V-61" 19,6• WEB STIFFENER ATTACHMENT 9y',11%",14"and 16" TM 1'-0" To- To-I 1'-0"I 3'E" 0" 12'•0" 16'-0" 1'-0" 1'-0" 4'-0" 9'-0' 14'-0' 17'-0" 18'-8" 1%. • Leave y"web at top and bottom of hole, DO NOT cut joist flanges. Filler block: Nap With ten 10dDO NOT bevel cut joist DO NOT use sawn Beam seat cuts must (Y) EXTERIOR DECK ATTACHMENT /Xk—LChart is based on uniform load tables in current design literature.3 box nails, cinched. Useminimum 1y" Microllam@ LVL beyond inside face of lumber forrlm board or be within wall ten 16d (3V) box nails from Structural exterior sheathingApply subfloor option#1#1: 2� maximum flange • For simple span(5 foot minimum)uniformly loaded joists not requiring commercial concentrated loads,one maximum size round hole may be wall blocking.Sawn lumber 1fl located at the center of the joist span provided no other holes occur in the joist. may shrink after each side With TJI /Pro 550 adhesive to all PJI Joist blocking lyith � Web stiffeners required if Joists. Ust 16 Alls iyith 18" contact surfaces end blocks installed at Three 8d (X) box nalls, Installation. sides of hanger do not and 20" TJ o 550 Flush bearing late 2"minimum ALLOWABLE HOLES - Beams and Headers laterally support at least ��" ® �,� Backer block: Install tight 9 P sQpO �Joist span cinched Joists. to flange(tight to required. Maximum� �gti locations usin (Three 16 (,W) box nalls at 2x Diameter of the largest hole(mhhntlm) of TJI Jofsi, top flange o 9 ( g overhang permitted at bottom flange With face " � �R`� ty(o 8d (7� tD T�A'gPro 50) TJI@/Pro"350 JOISTS Js depth mount hangers). Attach bean. 2 mklhnum box o ails �� stiffener each side 9%2",11 8",14 16", with ten 10d (Y) box Flashing yp I � Io O Alloyed Hole Zane Top flange naffs, cinched When .= OotiT#2: �-W See sizes belof(. 1e"2/d 20" o x depth o 0 2x-strapping installed at 5 0 hanger possible. Treated 2x_ joist span locations using tyjo Tight fit B STIFFENER SIZE 1y" Microllam®LVL Ji$pan Alo*ed stole Zane JS spat led er Face mount adker block g gi bolt Trus Joist tion t&3: 2 " screy(s per Joist 10" 0, x 21" inimum flange Cut only round holes and WARNING hanger (both sides) of Web nim board direct) lied ceiling IT b" x 21" minimum ROUND HOLE CHART GENERAL NOTES ontylnthe center ofbeam With single TJI y aPP 9 Joists are unstable until braced laterally 21" 1" x 21" minimum BEAM DEPTH MAXIMUM ROUND • Allowed hole zone Is suitable for uniformly loaded beams only. Jofst� When specified on the layout, HOLE SIZE Bracing Includes: H1 Hanger height must be a H2 H3 LA Alloylable load Is 325 lbs per " diameter pgJ one or more of the three bracing O 3D" 2x4 4%" 1" • No rectangular holes. •Blocking •Sheathing minimum of 60%ofjoist depth jla bolt options shown must be installed TJI@IPro'"550 JOISTS 5y2" 1%" •Hangers •Rim Board p 9 11%",14",16",18"and 20" 7Y4'to 20" 2" • No holes in cantilevers. DO NOT allow WO •Strut lines •Rim Joist DO NOT Stack sheathed See Illustration for Allowed Hole Zone to walk on Jo/sts until ntil materPals on unsheathed 3y" braced. WARNING NOTES: joists. 1X" ,r. Microaam@ LVL Lack of proper bracing during construction can result in serious accidents.Under Flange normal conditions if the following guidelines are observed,accidents will be avoided. BEAM and COLUMN DETAILS �a"Performance Plus®web 1. Install all blocking,hangers,rim boards and rim 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 al 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 or sheathed area. Trus Joist rim board or Strap per code if top 4. Sheathing must be property nailed to each TJIOJoist before additional loads can be placed on the system. 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 X" from true alignment. Top flange April 2002 Reorder 2045D hanger Face mount Column hanger Typical S ' ' System b� ngpmd Safety strut linea 1x4 LJ O L3 See current Trus Joist literature "' E1 Fasten atmeo&jolsat ot*ft for framing connectors t10 8d(M nda minhlvn (see WARNNG). CONNECTION OF MULTIPLE BEARING AT BEARING AT PIECES OF TOP-LOADED BEAMS H2 CONCRETE WALL COLUMN 1%"Width Pieces: Al Rim board joint •Minimum of 2 ro)ys 16d (W) nails at 12" o,c. E2 Will-1°IVIa •Minimum of 3 rotas 16d (W) nulls at 12" o.c. A3 Verify ParallallP PSL or for le and deeper beams TimberStraA LSL column •Nailed connections require an additional royj of PRIVATE capacity and bean nails When nall size is smaller than specified bearing length. above (minimum 0.131" x 3.25") See current 31/2"Width Pieces: . . TJ RESIDENCE Trus Joist r True literature. •Minimum of 2 rayls�" bolts at t L3 TJois�boat 24" o,c. staggered AZ Additional nailing or may be B1 j ." ';q Lo 905 Wildberry Lane g g y f ll1 <�O Southold New York 11971 Protect wood from direct O O required with side-loaded multiple member ' L4 L5 L6 contact with concrete p B2 ;; beams.Refer to current product Literature. 1000-051.00-03.00-012.013 � , i�y,_. „yah �'• '', /% ELEVATED BEAM ON COLUMN BASE COLUMN BASE COLUMN CAPD artilin ` f / g 1 Use B1 or 62 at , ,-'..„ � `„• ` tfonal B4 W blotkhg 0P a intermediate bearingsPaw non-shrink 9End of a ,i with load bearing wall r from above ',i.- �� When a registered design at centerline eras"Id al signed this page (blue ink), they ? } of at ”; _ professional has stamped and see note 3 Index are attesting that to the best of H1 his/her knowledge, belief, and P1 P2 P3 " ° • professional judgement, such plans and/or specifications are in compliance with the latest L4 ° New York State Building Code. ° Deck Ledger o Attachment © copyright 2022 A Structural ° sheathing FASTENING OF SHEATHING INSTALLATION TIPS ° 0 Guidelines For Closest On-Center Spacing er Row _ _ •Subfloor adhesive will improve floor performance,but O TJIO/Pro- Trus Joist rim board TimberStrand@ may not be required. O Nail Size 100TS 120TS 35D Microllam@ LSL Parallam@ Protect j(ood from 0 See A11.0WABLE HOLES LVL 1' 1y" PSL •when of g P 1� 150,250 130 55A 1J)1"or wider joists are doubled at non-load bearing parallel direct contact 8d(2Y2")common ^ 2" 2" 3" 6" 4" 3" 3" partitions,space joists apart the width of the wall for oonaete 0 H3 •\�5P M. e ` /�� plumbing or HVAC. 10d(3••)common 4y" 3" 3" 4" 6" 4" 4" 4" `c/ O IL s Additional joist at plumbing drop(see detail). Q O 16d(3y")common N.A�t) NA(1) 4" 8- 6"(2) 6"(3) 6" 6" (1)Can be reduced to 4"oncenter with maximum nail penetration of(1YB"into the narrow edge). k , (2)Can be reduced to 5"on-center with maximum nail penetration of(1X"into the narrow edge). (3)Can be reduced to 3"cn-center with maximum nail penetration of(1t"Into the narrow edge). A(P"gT Shift jof8t Beafig plate to be,1 ah ® � • "' 1 � i •Recommended nailing is 12"on-center in field and 6"on-center along sheathing (lith Inside face of*d or 1�Wt yt r1T3CUSeY Business edge.Nailing requirements on engineered drawings supersede recommendations. beam -9T 2s7o`� O •Nailing rows must be offset at least y"and staggered. •Squash blocks and blocking panels carry stacked vertical OF NE •14 ga.staples may be substituted for 8d(:y")nails if minimum penetration of 1" loads(details B1 and B2).Packing out the web of a TJI@ into the TJI@joist or dm board is achieved. joist(with web stiffeners)is not a substitute for squash blocks or blocking panels. Farthest On-Center Spacing per Row •For joist widths 1Y4"or less: 18"on-center FILE: •For joist widths greater than I%": 24"on-;enter 22027 SCALE: This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. DRAWN BY: AS NOTED RWC SHEET: e ELECTRICAL LEGEND Architects ITEM SYMBOL DESCRIPTION J-BOX FOR RWACE44dMfED CEIEJNG U*W MUM SUPPUE D BY OTFelt<i.Em LETTER MI6NATION Eats mal.TION A5 VERMED IN 513'ARATE 5c1t�1AE .J-BOx POR SURFACE MOUNTED MUN5 PADDLE PAN- X WE FOR RU&9 KIT. "tFE"M BY OM17a WM Lffm DE"J WT""eq!' an M.EGTION AS offam IN SEPARATESamu ---------------------------- -----, 4 Northern Boulevard r1RECEMSWAM DowtI6NrBYHALa --- -- --------------------- ----------------------- ----------------------- -------------------- -- ----------------------- ------------------- -- ---, East Norwich, New York 11732 H36TAT,R36ICAT,1B61CAT MN A6 SELECTED) HM CO MACTOR TO VJP.PROPER MGM POR MUM COMM, SEE MNOFAanaRs TWMAnoNS 1 1 Broadway - Suite 3 Amityville, New York 11701 3'1E SOME DOYN_161Fr BY HALO, N36TAT,N361CAT,H36KAT(W A5 MB TED) USE C04'LMY ENCLOSED LENS-E/NH Is NM OONIRACTOR TO W.F.PROPER No" 516 . 308 .4646 Phone FOR CE1LJf16 cowmals, � � I I SEE MAK FACTUZti25 S TUICATTOHS. 5 1 6 . 8 13 . 0 9 2 4 F a x Info@JoeBeIIoArchitects.com 3`1MCF56EDSOME BX%TMWBYNN.O� www.JoeBeIloArchitocts.com N3bTAT,N361CAT,N361CAT(IRJM AS M161ED) n 115E YET LOCA"USTE371RIM n°'t°'J M COMALTOR TO VIP.MOM HOUSING FOR CaLW COf✓DMONS, , I SEE MN✓UFACTUZ025 SPECJRGATIONS. I I , I Q 6'RECPm R CENT DoPffJ6HT-HNA f" , I DATE ISSUED: , I 6462M MCAB✓17E5cBtr DOWU611r-HALO Hi,WITH 6-29-2022-Issued for septic design Q LM-COPPEE y E W10-cm LMP" 7-11-2022- Issued for updated septic I I 6'iW5SW WAFbEiCE}ITDOMJ6W Er -MDQ YErLXA11ONLMED10-3-2022-Working Drawings , I , I 4'iMcEMLOM VOLTMEW6DOKLM-HAW Li LJ 10-13-2022- Issued for Bldg. Permit o Nina 4'1TC. 6W Low VOLTAGE WJ6 OFVTfM&AOC.t3M DONUM-HALO H"YU AD.DSTABLE 6HD& O C� 3'RB MED LOW VOLTAGE WJ6 OFECTIONAL.Accam i DORUMT W/AV WTABLE 61f•6N. -WAC WWI LCH c7 a OLTP PUCK LI6Hr-W L16 fM)bVN BUTTON COVE OR MM CABINET L NEW U6FMN6-LPJIGTHS I LAMP SPACM6 TO SMT VE516H REWJMM-SEA 6u 1.. - U6HTM5 TRA A ExtEIlslOK Low VOLTAa CABLE t 4650-5 LX UFJAt LAlt'aDem W/MzgrooN CIES PLUOFffi6W SURFACEa40UNTW UHHAIRE ON HALL /" '- ABOVE:DOOR-5FA GULL LKWN6 4416-15,2 TS LA4'5 YU HM ACRAJC D ® LED W HINATED CLOM gA5El ROD-LUCI M _ x__ _--�" x x x FLS3�C IN LEMTH5 TO 5UT DESIGN CO 71OR / / `MCE56M PLOOR OR CRO M LFIJ6NT �E. 01RECTIOFW) MOOR OR CRM LPIJ6Nr x �DFSI6NAuna R T5 5H_WTMIM SIM"�aOTIM.HM N T 1DBITIM M SEPARATE WEDULE PROVIDE PORK FOR 6AWE DOOR"M W/THE �\ , ® DELAYL6HT I qPI PxFPRIOR YWl-MOWED SBCURJTY L16Hr KXM-'RIB! UT16 HU PTAOD U6HT/5 - - - - - - - - E7fTtRM SOMT-HOURrED SE URJTY LI6W P9XI1RE- N N � , 'RIB UPI6 H6 PL.00D LM6 SURFA�D R OW5r,ETir U6NT MCFE(SMASNOTEP) .a' 'RECESS R110MCM U6HT P1XM(5a A6 NOTED) N - I I I MG M E*MT FAN,CPM NOMAS NO '1� - - - -�� `\ _•'�_� p; ���� MDCATE?5 eRa1P5 aF LK,FIr MMES 4M 'w�FrMLBB W/CO"5WTTCN KWTION W KEYPAD-U6FMNG 1 SHADES,46'AFP.UOx V 4;,K K2 AJ 2 MDICATE 5 HDDE R TOLD?SME KEYPAD) WAE PORP SHTCH �3 \�+ TIRE£-WAY OR Foaz-wnr(As eoKAT®)5wrcN N 11 .1ME SWITCH 4 i DPLEXRCrAdlE I / x Q� DUPEFX'RFi.B'rAGLE%wmmt SWTGFw. ; P R I VAT E , GF1 ULKEX 6"11M J:PTALLE I ' '} It L------ -J / aP DIPIPXKNTHZPROOF'REcvTAaE I -____-- • -- / I RESIDENCE �rACLESFEJTYERH I%1XiED ,/ ------------- / —�— ° aJADKFLE)NeECZPTAaE - ----- ------ I 905 Wildberry Lane It ® DWLPXRIU4KDOR 'TAaE I I ---------- -- ,/ Southold, New York 11971 ® R 1r+K.00R RBf TACAE SPOT WRED: , ' ------- ------ � 1000-051.00-03.00-012.013 MTCM — ® a1ADRPLEx Film R.00RIECEPTAaE aPDRDPLEX RIM nDOR TAaE SRTT"Fw t ® 5wIT0ED /I' CLXK Rqm-SWTCIFvieaPTKLE I I I IIS , Ii I I 3 3 APP' DEDCATE D APR1&Y.EYEcxPTAGLE I I When a registered design professional has stamped and KNW PIRED 940KE MFWMR W SATM BACK-W are asigned this page ng that to MA". the best of 0 KNDE HARD MW HEAT DEIWTORWMn"ZYBVK-W- his/her knowledge, belief, and professional judgement, such M HARD HIRED CO OWSON MONOM0 DET WR YY BATTMZf BA6K4 F'-WAWI 10M WNL NTD,60-64' plans and/or specifications are QAM,�wMH�Dwss. in compliance with the latest w New York State Building Code. GD HFATMG 6A5 DETUrTOR-MAMPLO MG 6D-2A-POR AM' LON&6A6,+W tWa4wAL1;F�F�A� © copyright 2022 VEMCATED 9BCURIrT'AVRM coma YINL PN8 CA 0 55UPAY CAMA ED Aqc 4 ti MANY Be H� NVACCRE,tlRl OaVVEABLE MI POOL AJJAzM OVMIDE SWTCH TO TEEPORA32LY 4 PD DEACTIVATE AMBLE A-M;H MODB_fr"BY XjW CONTROLS CORPORATION. y TDUGPAFktS P'OR AU710!L16HT1N5 CONrt:a,60'AFP. - = U.ox Q (P sv AN KEYPAD]46'AFP.ROK �'9�F 0 670 OQ� w OF NE`�� O ® C13LM6 5PFMR ) x - UB SEE ANEAi�Z 1T�ECE55E3))OR SLBWOOFB2 LocATNai FILE: SEP AN SGEDUJ �sJ SPEAV�2 JACK FOR 19tEE5TAHJIN6 SPEAR 27 5 I'� POYER A6 YELL A6 SFRUCnM"U PBZ WSCALE: CoN51L7ANT5 SPECS Lo CA.ANEamp1 w GENERAL NOTE: AS NOTED DRAWN BY: 6ATEWAYORKT,MOLFirN16HMCABIfETRY THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE nURM -HAUOMLE MMEEUoJU 1 Cellar Power & Switch Plan GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED RWC DATA -HALL anETANWEU.OX) PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY SHEET: ® 7e -KDOR otmerDISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR ® DATA-KOOR OUTLET SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. ELECTRICAL LEGEND F F, I., f, G) ITEM SYMBOL DESCRIPTION Architects J-BOX FOR SURFACE-r 01W 03M U6HT FIXRARE SFMW BY OH6?S.H=LEM DM6NATTOF( IMIFESM SELECTION A5 DEITIFW M SUMMATE SCIEM MILE J-BOX POR SURFAOE4t0UNThD CEI.IN6 PADDLE FAN- -(x WIREPIX FOR WIT KIT. WE PRANDtD BY MIM IM LET114t DM6ftAT10N I15 SELECTION A5 VM=M M SEPARATE SGEDUP - 6334 Northern Boulevard 3*1RBCESSED S6UMEDOWIJ6HTBYWO East Norwich, New York 11732 H%TAT,HMICAT,WHAT MH A5 SE ECIEW LIOIEI.COHIWTM TO V.IP.PROM HOICIN6 y - --- - - - —�— 11 Broadway - Suite 3 Amityville, New York 11701 �Hnr+1FACTtlR16Zs SPEGA9CAT10M5. ® � � -�' I ' - ------ I I � � - I 3111RECESSM SWAIZE D o"41i6w BY HAL& ; IE6TAT,106ICAT,W MAT f IRIH AS SELECTED) r ! USE COPPLETE_Y EKLOSD RM LEISE/I ® M CO MMTOR TO W.P.PROPER HOUSING 516 . 308 .4646 Phone �KWA IONS SPECIFICAT ! 516 . 813 . 0924 F a x I ! I I Info@JoeBelloArchitects.com B^�f B�SWAREDOWIJ6HTBYWL& www.JoeBelloArchitects.com 106TAT,W6ICAT,IEl61CAT(IRM AS SELECTED) n USE MET LOCATION U57M MH 4Ynn1"'IIIJ"' HXEL OONI MWR TO wP.PROPM HaN46 -� I �rATUR 55 EPEC F1CATIa& ^ X Q 6' RY,A VE5CEW DOKU6W-wo HI I ! I 1 I DATE ISSUED: I 6-29-2022- Issued for septic design U3Er�LETELYrSCM EWADS ALAI ft wlrH 7-11-2022- Issued for updated septic Q lEIS-COF7'LEfE-Y ENG1o5ED LAMPS __ x / � X G -6' RICA V SCEtr DORU6Hr d -'�-_--__- —-— __`- - HALO HI,MET LOCATIONU5TTD 10-3-2022-Working Drawings / 10-13-2022- Issued for Bldg. Permit 4'1 LOW VOLTAGE HRI6 DOM#L16HI'-HNA ` `__ _ � , O H449 _ _ 3 FLOOD I I 1 s- X ; W 4' LOW VOLTA6E MRI6 MIR155TIONN.AOCEtr) Y ----- , _J1 LIC' I - dA1 -�__ --�— dA\ ' -- ----- d� iddV C, tddV Ifs--- n V"J6I1T-HNA H444 W ADJSTABLE 61MA [ I I i ii i i 4 3'"RECES5W Lan VOLTAGE WJ6 A�CTICNAL AClm _ I DOPM&IT W ADJUSTABLE 6MBAL 1 �-. _. I 3 / £ --- -WAC 41-801 IS ----�------ LOW VOLTAGE PUCK UEa1r-WAC u6FRM6 A31�T1 BUITON �� / i i 'A'WIT W-ft a © COVE UFDM CMI ET UWAIR.u6HTIN6-LE1491%t _\ I_ SEGM FLSE E-2 S C LIQ LAMP SPACM TO SUIT DESIr R54NM-SFA 6UL E- I '/ \ ♦ IID U6HHN61RAC.K EXTIZUSOM,LOW VOLTAGE CABLE t ` N 483045 LX UNBAR IJt�PIF01D19L'i YV FuT00H CLA'S �� , � � j o FLUOIRESCMt SIRPACE44OMTED LUMHATRE ON YW L ABOVE DOOR-SEA ML I1J&M 4419x5,2 7'S LN415 I X I I \ W WERE ACRYLIC DM51R 1 ® CBD.RIUMNAT®CLOTFES CLOSE ROD-uKIPER I / Pi5a-BO-G IN M 57NS TO SLIT DESI M COfDIT10N `y IMCEWED ILom OR 6R011D UP M ` __ . � i \♦ L_ � i 1 I I I� i it 1 i i�p QJIREGTIONAt.)'REtJ FLOOR OR 8P4W WU611T x WNL4�VWW LTGFIT PIMTIRE SUPPLIED BY OWff6 N71E \ II ♦ I / / I \ I t f DE516NA1� 5TiECT10N A5 `_—- _�-------�- T _J X I I I { 1 , 1 ® PROVIDE POMErt FOR GARAGE DOOR OPEPJZ W T1FE { v I I �I l , � ' 1 DEAY U6Hr SI) ♦. / T EM1MOR WNL44 MIEU SBCNTY U HT FIXTURE-'RPE ------ ! I T I I / I b L Pl6 MM FLOOD U6Wr2 - - - - _J 1 EXI'MM SOMT-M2N!D SECURITY LIW F DMFZE- ! ♦\ ` i I3� _RAB LPM MM PL.00D 11J614g5 09 149 i ♦ SEE E-2 FOR LIGHTS ON /! FLOR CEILING - -- SUZFAGE4401MTLD PLIVRESCM 11-16"T FIXTURE(SIZE A5 l g 1 -X`-' ' I ' -�- -- - NMED) Pd �1 a' REGS6®R UORE5GCtiF UGHr RXTURE t511F A5 NOTEJ) / / Cu \ ' /- 3 3 ------- I �_ X / , I _---- — — — — — — ----- — _-- -_— �'_- 1 -�- - -� / � ————— ® CELM6 E>dWST FAN,CFM A5 FY90 ` r �� I � � iWV i i o1v ; 1 'i ♦ INPICAIES 6ROLPS OF U6HT PIXRI S 4)M iTaprACIIS W/COMMON SI'1TOH PU%TIOH Y I C ><`�., - -- — _ I „/ L :z KEYPAD-L16WM t SbVM 48'AFP.UAx 1 ` I X - - ��= I I I X -- ZTD-- ----=�da %aa�r---T:rJ-�----- li � I U 4 On WICATES MM TaW SWILE KEYPAD) �- ` I I • _ � _ � / E� y -- SN6LEPaLES1TG1 ' o LID_____________ G> --R-- 3 THZ"M(AY OR PaR41KY(AS ROICATEP)SWTCJI 1 �I JAM SWTGI /Ih DUPIBMISCE TALLE / \ I /X/ JC 01" '0 r' DIPLEX'�iACLE SLIT PORED t S XflED. I \ DUPLEX6FiREt�rACLE ( 3 I PRIVATE %IT ' - - RESIDENCE �e7' DIFLF�(WAIERPROOF'1ZBC,P1'ACLE - - -- rn - D ------------ --------- --- 3 1 O C1IADRFLEXR6aEPrAGESPLIT PORED,15WT6JED -------- ---- -� / EAYE OUTLET { r------------------------------ f FOP WLIDAY LI6HT5 E'nHM I 905 Wildberry Lane p1A17RFLDC'�G�TAGLE ----�-- / � �•;*'.'� � 1'x4' / � i 1'x4' ---r-- ' - Southold, New York 11971 ® gFlEXfl115HH.00Ri�C.E'fAG.E —� -� � ------------- � ---T-------T--- ��--- ® D F�sHFLooR�cEPrAu.ESPLIT►�t - - X - ------ \ ) ` , , / 1000-051.00-03.00-012.013 SHTCOV® OUADRIFLEX FEW PLOOR REGEPrACLE y / i I { ® CWADPoIPLEX KIM ROORIMCEF'TA6LE SPLIT MIRE)t 5WTGEDUP UP O Vr I 1 I I I — 'RffiESBED CLOCK H MaR.-SHTCAEDIRECeTACM T I I � DEDICATED APPUPNCE'REf�TAaE •I \•-- -.l �- � I I I , I� � _ _ , =�--�— L I � When a registered design professional has stamped and KNWHFW940MDETWTOIZWSAT WWiCK-,P_ - - - - - - - �--14 - � �} - � - I signed this page(blue ink), they HN 1•,KDDE / 1 { ,'xa' , �__ _____________��¢ �_ ��� are attesting that to the best of his/her ,NNW P FEAT DETECTOR W BATH BACK4P- M&4Jh KIM ! I M , - I p fessi<onallj dgemelntfsuch Co HMW PERM co(CMBOFIMaND)aDIdDETECroRW I - I plans and/or specifications are BAT(LRYI3ALK4P-MANUFKIDDE PIALL RM,604C in compliance with the latest �" � APF,vTStIFY W IN113110R DYF6f�. I I I ! I w � G„ HEAIR166AGDt,ECTOR-MACAFCowc.6D-ZA,-FOR i New York State Building Code. -F7H- I NATUFZ&CA%M WHMONMWI4FMPROPME i ♦ _—'-'`� I © copyright 2022 M01W LAW ON WNL y'�"t DE71GAT1D SECtR1T1'ALARM CONTRIJI.Y4NJ.PNRi ' ! I I ❑ - �--------------------- -- - k I v eBctwTY CAVA RED AR xM. ti 1MAY BEP1OWED IN HYAC11RF NORE1tOVEMLE 6RILLF) POOL ALAW Ov!WM SRTOH TD TB4 MILY YP DE-ACTNATEAMBLE ALAWMODE_#15-PJBYALARDt ------- e COHtttOLS WF?IV ATION - - QQ Qop I I I I � 11 ,I ---------------------- -- TI TOUCM MES EOR AUDIO t u6HHNS CON ROC{60'APP. UAH ------------ - \ y QAV AA(MMAD)48'APP.U.Ox ----- �'9TF O 67� w OF NE`��O o ® CHL IM SPENM(RECF5S37) x a es WNL EFEAM 11Z6C�)OR 50/00PM LOCATION- F I L E 5E'_AN SGlEIDULE f SI S EAKETt YrGK FOR"REESTAI'm S'EAm 22027 5 ITV SCALE: POMl92 A5 MRiL AS 5781 G,TIRID aABLE I$2 AN C4FMTAHT5 SACS GENERAL NOTE: T LOCAL AN�'�M AS NOTED DRAWN BY: 6ATEVAYORMUW;MaMrH16HMaABIFEnzr THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE T `k - LamrzrO"�Uox) 1 First Floor Power & Switch Plan GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED RWC DATA -PIA LOUTLET(NBAaU4H) PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY SHEET: ® re Me MOManter E-2 SCALE : 1/4"= 1'-011 DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR ® DATA-FLoloRCtW SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. ELECTRICAL LEGEND Ai ITEM SYMBOL DESCRIPTION J-BOX FOR SUMFOCE-PLOIMIED C8LM LI6HT FXMW '�x SUPFL"BY am?a h2m mm DESKMATI041 - jqpiRMem SBFLTiay AS WHIM N 5EFARATE 5c+exu 334 J-0OX FOR 5jwx-M"rw GEM PADDLE FAN- x YIRE FOR L16Hi KfL FIXitEtE PROVID®BY 04fR5 6 KREFM 6tDE516NAT1ON 9tI5BgEGTIONAS ------------------------------------------------------------------------------------------------------------------------------------------------------------- East � roFJ111r�N SEPARATE SCLuE ------------------- -------------- I I I I 3'' SONE DORL16Ni BY WLA --- ' 11 B HMTAT,W61CAT,RMICAT(iWMA5SMXfTW) ____ _-- _-- ___� ------ --------------------- -- yQ�,.ca1lRAcroRrovaF.PRDPERHIOWIN6 �------ ----------------------------------------------------------------- �----�____--------_----------------------------------- - I I ® FOR CH M6 CONDITIM r I I I f'I❑! 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THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE Q A u AP 6A7134AY OR W i MOLW NM N CABRETRY • GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEED S y TT�HM -WALLa"IXT(IN ASEU-OK) 1 Second Floor Power & Switch Plan PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY YW. DATA - LMET(KINMEMN) DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR ® E-3 SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. T9JfFIaE-I300ROUHET SCALE : 1/4"= I'-0" ® DATA-FLOOR a Ei IJ ELECTRICAL LEGEND F -,Q ITEM SYMBOL DESCRIPTION Architects J-BOX FOR 5MPC.E-HMMIED CaM U6Hr PDCRM am" LEMD0916NA" IRMIREMIM.5arLTION A5 M 9FARATE 50OU.e J•BDX FOR QED CETLM6 PADDLE FAN- K MW FOR L 6ff KIT. HACK PROMDED BY OII K UM LETTER VESMTM011REMM 5EUKTION AS OMM IN SMATE 50EM 6334 Northern Boulevard vlfmcem ---------_======-======= East Norwich, New York 11732 106TAT,10616AT,WMAT GRIN A5 56XTIM) M COR RAOMR TO VJJ=.PROHR HOU91N6 FOR CEILJN6 WHIDIT10161 SM MAHI1ACTM 5 S'WFVATI0IS. 11 Broadway - Suite 3 Amityville, New York 11701 II, 3''ROCL'M SOME D0WdJ611T BY KkDi N36TAT,MOAT,NWAT GRIM A5 Sd10% USE COrPLETELY ENCL05 D LENT MH ® H=CONI WTOR TO VJF.PROFRR HOUSING 516 . 308 .4646 Phone 11 rOR MUM COMM 5516 . 813 . 0924 Fax Ee ANIFAGTtkJRS 510GFICATIo115. '1 1 I I I I,I III I III Info@JoeBelloArchitects.com II rITLEMSWAM Pa"JI6NrBYHAIR ;i i ;I;II www.JoeBelloArchitocts.com H36TAT,166VAT,MICAT(TWM A6 SEIFLTED) III III n USE PET LOUTION LJSTED TRIM LMmmm� H.COR ACTOR TO AP.PRlfIR Ha" I„ III SM WWIFAGTtlMS 5PEGRGATION1 11 "I DATE ISSUED: Q b• MCAdAESC�TT pOPNJ611r-1Lvo HT ;;I ;;I II 6-29-2022- Issued for septic design O um b•RFI.E�ID INCJVAE5cJ31r DOPMtJ61Ir-NALo N1,WTH ;;I, ;;; — Y euosw LN" 7-11-2022- Issued for updated septic 6' W-ANDE CENT DOMU6Hr EP -HALOW W rLOCATIOHLWW 10-3-2022-Working Drawings - ------ --------------- Ili ---- _ ------ --------- ------------ ------ 10-13-2022- Issued for Bldg. Permit 4'RFLOWVOLTA6ENWbD0WIJ6HT-HALO ---------------- ------- -------- -------- ------------------r- I ---- , r- ------- ---- --- ---'-_-- O HN99 r- - i- ----1 1 I I , I I I I I 1 I , vJ 4'RBCE*f..tD LOW VOLTAGE M6(DIIRCTKINPL ALCM) KµJ+ 1 I !- DO IUM-HALO H499 W/AD36TMBI.E 61FBN_ i ; 1 1 L----------- _ _ ---_-_-_-_-_-_-_-- 177 z-- r=-—____= --- ------- I- °jyJ -__ _ ---_____;__ _ __ _ __ 1 _________ 31JTa 51D LOW VOLTAGE MRI6 PM1101VL AC W) ® D0P#1-161f PV AD16TAKE ISM& - �,, -WAC MZ�3T II II aLOW V0LTA5E FUCK u6HT-WAC LJ6N W)8"BUTTON U6HT H2-36 r { 1 COVE OR IMOI R C Wr UFEAR LKHTIN5-LJ31 %t ; LAW SPACING TO SUIT DESI611,11M 1RL4�1 n-TA 61AJ LIGHTING7RACA:E7CIR610N,LOHVOLTMECME 1 -----, 9630-15 LX LJ W 1-4411ADERS W FMOON UJ1'S li I I I I I I 1 1 1 , I I I , I I I t I I I I 1 , I I 1 I I I I I 1 , I o HJIORYSCENT SAT-AC.E-MaMIM IJl•AHAM ON WALL li i l ABOVE DOOR-SEA FAAL LI6Ht1N5 49'IBa5,2 75 LAMPS PU MT AORYUC DU}T1 R I I _ I LED.ILUHWEDCLDTW5aDTMOD-UYAFR PROM ADEPOW92FOR ---- H5330GRLU346THSTOSMT DE516HC ZION /uI/finNA H114 ' AFU GOOF2DlNATE WI7N I I I I I I I I WAG EOUIRHEK 'Ci 'FECE6ED ROM OR WZW WU6H1 i Iii O;W""ECESSW H DOR OR WZW 111I6FIT �j- I f I I I I T X �X i li X -- ------------' --------------------- d �- J I x K4LL4 MTEDU61V XTUtE9RPIJ�BY011M 1 ---------- ------------ Z f LETTINV4516NA710F 56-ECTIONA6r-------- --------------- ABIf1FE)IN SEPARATE SCH F (XJnET li I I i i I I I I ® PROME POW POR 6AMA6E DOOR OPHRR PV TAE DRAY 1Lom 1 I 1 1 I I I 1 I 1 I I I I I II I ---- ----------------- EXTERbRWALL-MOITiTTlD5E1UWTYLJ61fTHXFt1RE-'RPB i `------------ -------- ----------------- ------------- ; ` -------- J i 1 IIII ------t-------- -------'- n 1 LFfl6MIHFLO0DL16Ht/5 I - ------------------ - -------- I l I ul MCIMIOR 50ITIT44aMI'M MUM UW HXM- l L o 'RAE I"MH HOOD UISMS WTACE4101MIED 111.10FESCM U6NT HXRRE 1512E A5 HED) III I I 1 11 1 II 1 I I II 111 I , 1 I I I 1 I I H I II I rcr 'R80�HJ10RJ'SCB1f L16HI'H)fRIRE(5m A5 NOTED) �I I II 1 I I II II ______________T ______________________ -------------------- ----------------------- J I I I I I II IIII , � __ ___sT____________________ I I I I 1 II I III ___ I�r______________________________i�, ® CBLR15 E)QW15T FN'(C,FM AS NOW I L I I R"CATM G5 W OF 40H FIXRIRE5 a IO N J k-ir_r_ __ I _-_1____J L------ �____________r r--- ----------� IIII '�TAGtS YV 10Ft'ION SWTCFI RMCTION I u 1 I III I II I ; L� �J I Iii III I 1� I , II I III W 4`K Y K2 KEYPAD-L161ITIN6 t SHADES,48'AFF.MOR I u 1 11 L I III I II I I I I I I II I U O a WICATE5' MENTaUf SME KEYPAD) ° F " 51N6LE POIE SWTCH 7141 THIRE-MY OR FMWAY 05 INEXATDI WTN ----- --- -_-------_-_----------------rL---F--------------------------------------------------------- -------------------------- --- ------------ -- -+r--'---- -------------------------- t--------_r J �------ ------------------------ --------------T ---- ----------- ----------------1I-- -------------------------------------------------- I I I I m --------------------- -------------------------I......... -- - -- - I I ------------ I I I I - ------ T__-T I 4 I I �J JAMB SWTCN DIk fh1 iDMECEPTALTE `JV 1 1 1 1 1 u I I I I I I I 1 I I I f I DIP (� LDCREG�iACLE SPLIT WR1D/SWTOM. 7i PRIVATE I 11 Ir-'I ,I I ( Fj( 1A(,L,O f I II II ---------- --- --- 1 � _1__________ ______ ---- _______-_ rI ______________ \m DPLFX IMIEWROOF'�AGE RESIDENCE l l I 1 plp0gP4FXi�LB�TALIE5HJTWI�twrafD i ------- ------iil i li li —�— O I I I J________ ______I a ; III, 905 Wildberry Lane ------ ----y "' Southold New York 11971 gkIFXnim H.00R'RGCB'iAGE 1 1 I r---------- --J'y DIPLDc HJxH FLOOR1IM2FTAGE SPIJr WED 1 �___________ ___IJ l 1000-051.00-03.00-012.013 ® SwrcHD `----------------- - - - --- - ----- II ' I ` -- I1 1 ® - --- _JI ___� 1 ------------ J �3=====_=] (,TIADf�LFXHJISHH:A7R'R6(.�TACLE ' - -------- I I I 1 I I I I I 11 1 I 1 I 11 ® aPDR PLFX FLUSH FLAOMMUPP LE 9W HM t SWTG� I I III I I I I I I I I I I I I 1 I I , 1 b ,FeSE56W CLD*HAMM-5WTaFViM FTMLE L-__= J 1 1 n 1 1 1 I 1 1 I I I 1 r___ I I 1 I I 1 III - I I 1 APP' 11 1 UITIGATIM,APIIJAHOE1RGC.EPrA11E II 1 I.1 I 1 1 I 1 1 1 1 I I I ; I ; ; When a registered design I I I professional has stamped and ------ -`-- --J--- - ------- I --- __ - ---------------------------------J rJ _ ---------J 1 signed this page(blue ink), they Q KWON 940*MECTORWDATIH I3&K-0P- -- ------ `----- = -- -J --------r------------- rJ I---- _________ ====i--J L---------, I I MAJLIF,KIDDE are attesting that to the best of KVWP IDNEATDETEGTORINBATIMYBMK4F- ----[------- lila J -----------` -----' his/her knowledge, belief, and MAJMKLDDE ----------- kl professional judgement, such co HAIM HIM 60(6,W"MOHOATJVEIECTORW/ --------- L__________ _________________ -J plans and/or specifications are BATTERY BACK4P-HANUF,KIDDE KkL MID„60 4' i i i li AFFv�rwIN,LRIORVMS I in compliance with the latest New York State Building Code. GID 1EATM5 6A5 DEFECTOR-WIRM M6D-2A-FOR NATLRAL SAS,HI MI'HIM ON M14 FOR PROPNE, i i i i i C MM��� I I copyright 2022 I I I I I I I I �`v M VWCAT®SECL M PLAM CUfRM WNL PAFd3. I I I I I I 515CtRITY GMP1L4 4 M'"/POOL SOIMO62 MAY BeHaINTIMINFNACRE1U2F1112B'101ofA 6Rfl1�1 M Illr _111'Illr--,II' Illr ,IU'llr IIII I I I I I III I I ,II' '11'111' 'll' 'll' 'III IIII 'III I 111 POOLAIARMCMOtRIDE5Wlr111D1ETPORAWIY __J n� DE-ACMATEM31EALARM.MODH M-0 BY ALARM SAVE `-`--__ `---------------------------------- =---L- -I 1 I 7 7 rr- - l 1 1 1 I n I 1 I 1 L4N1RO15 LORF ORATIUL ru --------------------------------- T Ta*PM"FOR NATO t U&M5 CO M014 60'AFF. J 1 I E� 4 WitL-----------------------------------------J --------------------- -------------------- ------ ------------ ---- N (� AV AIV ITMNh-06'AFF.u.OR '9J 267 pQ w / EAVE CIF N O ® CBLJN6 51FAK�2 d�BCE551D) - -- _ HOLNTM x SIT wSVM )OR515W"ZLXATWK FILE ZsJ �FOR�TN�N6 22027 In POPIRASMLM5TRUGMIMCAREPPRA/V SCALE: AS NOTED C01LLTMIM 51016 O LOCI&WBaAR4W GENERAL NOTE: DRAWN BY: .•i 5A'gWYORW+PjH M HIM INCAMEM THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE (SWC TBITTILlE -KALanET(IN WEWX) 1 Attic / Eaves Power & Switch Plan GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED 11 DATA -WNLMET(MBAffiU0JU PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY SHEET: ® TaBiM-PLOORMET E_4 DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR DATA-HAOR OUFLET SCALE : 1/4"= 1'-0" SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. zi ® AME W&ENT VENT PIPES TO EXTEND THROUGH ROOF 6"OR ABOVE ANTICIPATED MIN, 3"VENT FROM SNOW ACCUMULATION, WHICH 12"INSIDE THERMAL ! ) � EVER/S GREATER PER P3/03,I I I ENV ELOP TO A AS PER BOV El "`ttt NEW YORK STATE REQUIREMENTS: ROOF 2 Architects JACK / JILLnCHINE Q ENSUITE BATH I BATHROOM ROOFING NOTES: THE CONTRACTOR SHALL PROVIDE RECEPTACLES SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN SIX FEET(6') r T _ 2 T _) MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. f FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 ( I I I I I I I I I I 6334 Northern Boulevard GAGE[0.105 INCH I 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. East Norwich, New York 11732 ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. PROVIDE WHOLE HOUSE MECHANICAL VENTILATION SYSTEM WITH AIRFLOW RATES TO COMPLY WITH TABLE M1507.3.3(1)FOR 2'( 2 I 2 I 2 I 2 I I I I2 12 I2 I -� CONTINUOUS OPERATION,USE TABLE M1507.3.3(2) t ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BYTHE MANUFACTURER APPROVED INSTALLATION FOR CONVERSION FACTORS FOR INTERMITTENT OPERATIONS REQUIREMENTS. I I I 11 Broadway - Suite 3 INSTRUCTIONS,BUT NOT LESS THATN THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE TUB TOILET LAV. LAV. I ( LAV. TOILET LAV.ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL(21:12),SINGLES SHALL BE INSTALLED IN ACCORDANCE WITH THE THE MINIMUM LOAD FOR UNDERGROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE ONE HUNDRED PERCENT(100%)OF ooAmityviIIe, New York 11701 MANUFACTURES APPROVED INSTALLATION INSTRUCTIONS THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E3502.2. I I SECOND FL. sHowER SHOWER 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 5 1 6 .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 3" 2' 2' 1 1 2" 3" 2" 2' 5 1 6 . 8 13 . 0924 F a X ACCORDANCE WITH TABLE E3702.1. Info Joe BelloArchitects.com THE ICE BARRIER SHALL BE'GRACE ICE&WATER SHIELD SELF-ADHERED ROOFING UNDERLAYMENT'BY GRACE OR APPROVED EQUAL. 2 2 Info@oeBelloArchitects.com INSTALLED PER MANUFACTURES INSTRUCTIONS FINAL SELECTION OF ALL ELECTRICAL LIGHTING FIXTURES TO BE BY OWNER-CONTRACTOR&ELECTRICAL CONTRACTOR TO COORDINATE ALL OUT CLEAN 2"TRAP SIZE FOR TUB 2"TRAP SIZE FOR TUB CLEAN RELATED WORK AS PER FIXTURES SELECTED 8 SHOWERS AS PER I I 8 SHOWERS AS PER THE ICE BARRIER SHALL EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE RP3201.7 I RP3201.7 EXTERIOR WALL LINE OF THE BUILDING. ANY LIGHTING&ELECTRICAL OUTLET SHOWN ON PLAN IS A PRELIMINARY LAYOUT-ALL LOCATIONS TO BE VERIFIED WITH OWNER IN THE v THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE FIELD-WALK THRU WITH OWNER/ARCHITECT IS REQUIRED ENSUI TE BATH I KITCHEN WET BAR LAUNDRY ROOM POWDER ROOM BUILDING. SMOKE ALARM,HEAT DETECTOR,AND CARBON MONOXIDE ALARM NOTES: 2" v DATE ISSUED: FLASHING TO BE 0.04 ALUMINUM MIN.UNLESS OTHERWISE NOTED PROVIDE SMOKE ALARMS AND HEAT DETECTORS PER SECTION R314&NFPA 72 FT T - I ( -I - - - 6-29-2022- Issued for septic design ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER ° SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 I I I I I I - T 7-11-2022- Issued for updated septic • HEAT DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 521 OR UL 539 I I I I I I 12" I I 10-3-2022-Working Drawings FLASHING TO EXTEND MIN.8"UNDER SHINGLES AND UP VERTICAL FACE OF BRICK IF APPLICABLE. (AS APPROPRIATE FOR INTENDED APPLICATION) 21 2 I 2"I 2 I 2 I I I 2-1 2"1 2"1 2 I 2 I I2 2 g 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 I I I LAU DRY I 10-13-2022-Issued for Bldg. Permit VERTICAL FACE 1 INCH MINIMUM.IF APPLICABLE TUB I TOILET LAV. LAV. SINK SINK LAV. TOILET IN NEW CONSTRUCTION SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS&HEAT DETECTORS SHALL BE PROVIDED IN NEW I o o I I INDIRECT 12-2-2022- Facade Revision PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS,LAP INTO GUTTER ATTACHED GARAGES. DISH D/SH WASHING WASTE FIRST FL. sHOWER I I WASHER WASHER MACHINE 1Q 11-1-2023-Amendment 1 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 To Permit#48856 RAFTERS ABOVE AND BELOW THE SKYLIGHT TO PROVIDE AN AIR CHANNEL INTO ADJOINING RAFTER BAYS. SMOKE ALARMS AS REQUIRED BY APPENDIX J OF 2020 RESIDENTIAL CODE OF NEW YORK STATE 3" 2' 2' 2" T)2' 2" CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET,BUT SHALL NOT BE LESS THAN 3LOCATIONS. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 2" Z" FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. 1.IN EACH SLEEPING ROOM. CLEANCLEAN 2"TRAP SIZE FOR TUB OUT 2.OUTSIDE OF EACH SEPARATE SLEEPING AREA,IN THE IMMEDIATE VICINITY OF THE BEDROOMS. OUT 8 SHOWERS AS PER 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 RP3201.7 Q AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN 1 - 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 GUEST BATH I BAR 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 -T -- T- WALL OF THE BUILDING SHALL 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. 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 AIR SPACE CLARENCE OF 1 INCH. THE AIR SPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH SECTION R1003.19 ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE 2I 2„I 2„I I I I INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE 2" 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. FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND I TOILET LAV. I I SINK " 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 FRESH A/R INTAKE_ COMBUSTIBLE MATERIAL AND THE CHIMNEY. AND WITHOUT A DISCONNECT SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. I I I I CHIMNEY CRICKETS-CHIMNEYS SHALL BE PROVIDED WITH CRICKETS,UNLESS THE CHIMNEY INTERSECT THE RIDGELINE.THE INTERSECTION 915 FIRE CODE OF NEW YORK STATE.CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: CELLAR SHOWER I I I 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 3„ 2' 2" TO THE SLEEPING AREA,AND AT A MIN.ON EVERY STORY THAT CONTAINS A CARBON MONOXIDE SOURCE. 2^ 4"C.I. HOUSE TRAP IN FACTORY-BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE CLEANPIT W/STL. COVER 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 2"TRAP SIZE FOR TUB 8 SHOWERS AS PER M I N G RISER DIAGRAM BY THE MANUFACTURE OF THE CARBON MONOXIDE DETECTION DEVICE.ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN RP3201.7 PLUMBING NOTES: LOCATIONS THAT AVOIDS DEAD AIR SPACES,TURBULENT AIR SPACES,FRESH AIR RETURNS,OPEN WINDOWS,HVAC DUCTS,CLOSED DOORS, 1.ALL WORK TO BE DONE BY A PLUMBER LICENSED IN THE LOCAL MUNICIPALITY. AND OTHER SUCH OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR. 2.ALL PLUMBING WORK SHALL CONFORM TO THE STANDARDS OF THE 2020 BUILDING CODE OF NEW YORK STATE,THE 2020 PLUMBING MISCELLANEOUS: NOT TO SCALE CODE OF NEW YORK STATE,2020 FUEL GAS CODE OF NEW YORK STATE AND ALL OTHER LOCAL CODES,ORDINANCES AND AGENCIES TABLE P3201.7 HAVING JURISDICTION AND TO THE STANDARDS OF THE LOCAL COUNTIES HEALTH DEPARTMENT. SIZE OF TRAPS FOR PLUMBING FIXTURES PROVIDE METAL DRIP FLASHING OVERALL WINDOWS AND DOORS AS REQUIRED. 3.THE PLUMBER SHALL PAY FOR AND OBTAIN ALL PERMITS,INSPECTIONS,ETC.RELATED TO HIS WORK UNDER THIS APPLICATION,AS r w- TRAP SIZE REQUIRED FOR THE COMPLETION OF HIS WORK. PLUMBING FIXTURES MINIMUM 4.THE PLUMBER SHALL REMOVE ALL UNUSED AND UNNECESSARY PIPING AND SHALL PROVIDE NEW AS SHOWN ON PLANS. PROVIDE CAULKING AT ALL WOOD AND METAL JOINTS,AND ALL DOORS&WINDOWS. (INCHES) 5.ALL PIPING IS TO BE CONCEALED IN WALLS,SOFFITS,OR HUNG CEILINGS AND SHALL NOT BE EXPOSED TO VIEW,UNLESS SO NOTED. BATHTUB(WITH OR WITHOUT SHOWER 1 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). tffl5"MIN. l5"MIN. BIDET 1 ° 7.WATER DISTRIBUTION SYSTEM TO BE COPPER TUBING OR APPROVED EQUAL THROUGHOUT. CLOTHES WASHER STANDPIPE 2 DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6.DRILLING AND NOTCHING DISHWASHER ON SEPARATE TRAP 1� PROVIDE AND INSTALL 5/8"GYPSUM BOARD TYPE'X'OR APPROVED EQUAL"FIRE CODE"GYPSUM BOARD(MINIMUM 3/4 HOUR RATED)AT TOP PLATES FLOOR DRAIN 2 Z ,GARAGE AND OVER BOILER ROOM EQUIPMENT AND WALLS ADJACENT TO HABITABLE SPACE AS REQUIRED BY STATE AND LOCAL BUILDING OF TOP PLATE SHALL COMPLY WITH SECTION R602.6.1. WITHOUT DISHWATER&WASTE DISPOSAL) 1 CODES. 0 KITCHEN SINK ONE&TWO TRAPSWITH OR Y2 O LAUNDRY TUB 1 OR MORE COMPARTMENTS 1 z 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 a 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. STUD SHOWER(BASED ON TOTAL FLOW RATE CUTTING. t4BORED HOLE MAX. DIAMETER 40 THROUGH SHOWERHEADS& MAY BE REQUIRED.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 flow BODYSP rate: s) THE CUTTING OF ANY 2X JOISTS TO FACILITATE THE INSTALLATION OF PIPING WILL ONLY BE PERMITTED WITH THE FOLLOWING LIMITATIONS: 30"MIN. CLEARANCE 5/8 IN. MIN, r0 EDGE 5.7 gpm and less 1Y2 THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2",EXCEPT THAT THE NOTCHING OF TOP OR BOTTOM EDGE OF more that 5.7 gp gpm up to 12.3 m 2 JOIST IN THE MIDDLE THIRD OF ITS SPAN WILL NOT BE PERMITTED. more than 12.3 gpm up to 25 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. TUB 5/8/N. MIN. To EDGE THE END OF THE JOISTS. 24"MIN. CLEARANCE IN 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 WITH CLEARANCES IN ACCORDANCE WITH PERCENT OF STUD DEPTH MORE THAN 1/2"GREATER THAN THE OUTSIDE DIAMETEROF THE PIPE.ALL DRILLING OF HOLES SHOULD BE THROUGH THE NEUTRALAXIS OR SECTION 307,FIGURE R307.2 OF THE 2020 CENTERLINE OF BEAM WHERE POSSIBLE. WINDOWS: SHOWER WATER CLOSETS RESIDENTIAL CODE OF NEW YORK STATE BORED HOLES SHALL NOT BE /F HOLE/S BETWEEN 40 PERCENT AND 60 P R I VAT E THE MAXIMUM WATER CONSUMPTION FLOW RATES ANDQUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN LOCATED IN THE SAME CROSS PERCENT STUD DEPTH, THEN STUD ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: SECTION OF CUT OR NOTCH IN MUST DOO STUD ANDMORE THAN ACCORDANCE WITH TABLE P2903.2. TWO SUCCESSIVE sruoS ARE DOUBLED UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; STUD PLUMBING SPECIFICATIONS: BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS SHALL BE FINISHED WITH ANON-ABSORBENT SURFACE UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 AND SO BORED WATER SUPPLY PIPE-COPPER(ASTM B42) RESIDENCE EXTENDING TO A HEIGHT OF NOT LESS THAN SIX FEET(6')ABOVE THE FLOOR. I� 4"MIN. t� 4"MIN. I� 4"MIN. 2"MIN, WATER DISTRIBUTION PIPE-PEX(ASTMF877) GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES,SIZES,COLOR ETC.W/OWNER PRIOR TO ORDERING --'ll 'fi ''r�`- PIPE FITTINGS-PEX(ASTM F877) -�- SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BALANCE,THE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING 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 SDR35 905 Wildberry Lane 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 F7 TUB Southold, New York 11971 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. INC NOT TO SCALE GENERAL CONTRACTOR TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. 2/ MIN 1000-051.00-03.00-012.013 SEPARATE BRANCH SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM AND KITCHEN.EACH FIXTURE TO BE PROVIDED WITH CLEARANCE SEPARATE SHUT-OFF VALVES. PSPN518Z ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO R310.1.1.SUCH OPENING SHALL NOT IMPEDE EGRESS ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTIONS P2902.4.1 THROUGH P2902.4.5. IN AN EMERGENCY,SHALL HAVE A MIN. AREA OF (5.7)SF.,WITH A MIN.DIMENSION OF 20"WIDTH 124"HEIGHT WITH BOTTOM OF LAVATORIES RPS28 MSTC52 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 .� 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 EQUIPMENT WITH A OPENING CONTROL DEVICE COMPLYING WITH R312.2 When a registered 9 RELIEVING ARCH;OR THERE SHALL BE BUILT INTO THE MASONRY WALLA 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 u L WATER OR. plans and/or specifications are BUILDING SEWER PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.2. TABLE M 1507.3.3(1) VENT PIPE in compliance with the latest THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL BACK-FLOW PREVENTER. ID New York State Building Code. NO NOTCHES D THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK. D/3 MAX. / MAX, PERMITTED C NUMBER OF BEDROOMS D/6 MAX. � O copyright 2022 THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE. DWELLING UNIT a m FLOOR AREA 0-1 2-3 4-6 6-7 >7 NS1 SS1.5 y a ALL PLUMBING FIXTURES FIXTURES SHALL BE INSTALLED WITH CLEARANCES IN ACCORDANCE WITH SECTION 307,FIGURE R307.2 OF THE RAFTER CEILING JOISTS (802.6) CODE. INDICATE SPACING BETWEEN PLUMBING FIXTURES AS PER FIGURE R307.2&NON-ABSORBENT SURFACE AT TUB&SHOWER AS PER (SQUARE FEET) FLOOR JOIST - CENTER CUTS ° b EDA C SECTION R307.2. v BOILER ROOM NOTES: AIR FLOW FM NS1 M , < 1,500 30 45 0 75 0 ° �5 ,5 0 6 9 a <4 >O l0 C� 1.PROVIDE A MINIMUM OF 18"CLEARANCE AROUND BOILER. g v t (i; .1 2.NO GAS OR ELECTRIC METER IN BOILER ROOM. 1,501-3,000 45 60 75 90 105 3.BOILER TO BE ON CONCRETE BASE. ° NS1 v ai 4.CEILING OVER BOILER ROOM TO BE MINIMUM ONE 1/2 HOUR RATED. w HSS2- S S1. r. 5.BOILER ROOM DOOR TO BE 3/4 HR.FPSC. 3,001-4,500 60 75 90 105 120 6.NO STORAGE IN BOILER ROOM. 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 D/3 MAX. D/4 MAX, U LINES SUPPL y ••',, • 9 �3 67� yOQ� 0. THROUGH 24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ALL LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATEST Q NS100 NE`N EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION. 6,001-7,500 90 105 120 135 150 ID .14HSS2-s-sDs1.5 -► ALL MECHANICAL SYSTEMS,EQUIPMENT,APPLIANCES,ETC.MUST BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE PIPE OR D/4 MAX. ELECTRICAL 2 IN. MIN. FROM MANUFACTURER'S SPECIFICATIONS,LISTING/LABEL AND THE CODE.. >7,500 105 120 135 150 165 CONDUIT 0 . 111 WRING •':,.°. FI LE: ,� TOP AND BOTTOM D(ACTUAL DEPTH) 0 ��NS1 o ALL FUEL,GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH A FLAME SAFEGUARD DEVICE,WHICH WILL OF JOIST FLOOR JOIST - END CUTS ° 1 Anon LL L SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. 1 PSPN5182 LOAD BEARING WALL (tvithHVAC Chase) MSTC52 SCALE: PSPN58Z ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE N1103.1 OF THE CODE. INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS AS NOTED ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TABLE N1103.5. TABLE M 1507.3.3(2) •.••� '*I RPs28z DRAWN BY: DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE MINIMUM FEDERAL STANDARDS AS PER TABLE N1104.1 AND N1104.2 AS APPLICABLE. RUN TIME% IN EACH ,!01ST NOTCHING & HOLE LIMITS SHEET: RWC ELECTRICAL NOTES: 4HOUR SEGMENT 25% 33% 50% 66% 75% 100% Plumbing, Electrical & HVAC Protection Guards 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 IS TO BE PROVIDED THROUGH WHOLE HOUSE VENTILATION SYSTEM. FACTOR 4 3 2 1.5 1.3 1.0 NOT TO SCALE NOT TO SCALE 5 F) F r, r,0 unless noted DOOR SCHEDULE otherwise on plan Architects . Double Top Plate 2 6 - MARK TYPE MANUFACTURE CATALOG # I SIZE I SWING1 MATERIAL I REMARKS 2 6 L L.L LL Window Header _� ' 7 CELLAR / CRAWL SPACE 6334 Northern Boulevard (see plan) East Norwich, New York 11732 LLt 001 SLIDING PATIO DOOR 'WEATHER SHIELD' 6080 - PREMIUM SERIES *6'-016" X 8'-0%" SLIDING GLASS & CLAD LLL LLL L*L 1"thick rigid insulation filler 002 INTERIOR FIRE RATED DOOR 'REEB' OVATION - 7102 *3'-0" X 7'-0" RH 1-%4" MDF 3/4 HR. FIREPROOF RATED & SELF-CLOSING - INTUMESCENT LAYERED CORE 1 1 Broadway - Suite 3 LLL LL LL (Typical in ext.walls) Amityville, New York 11701 LLL ELL 003 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 *2'-4" X 7'-0" LH 1%4" MDF L.LL L. L. L Q 004 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 *3'-0" X 7'-0" RH 1%" MDF 516 . 308 .4646 Phone " " - 005 GLASS DOORS CUSTOM CUSTOM *12'-6" X 7'-0" RH LH GLASS 2 2'-6" GLASS DOORS AND 3 EQ. GLASS PANELS 5 1 6 . 8 1 3 . 0 9 2 4 F a x Window Head " / Info@JoeBelloArchitects.com 17 7'-0"A.F.F.(typical) 006 DOUBLE INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 *4'-0" X 7'-0" RH/LH 1-%4" MDF www.JoeBelloArchitects.com 007 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 *2'-6" X 7'-0" RH 1-3/4" MDF TYPICAL HEADER TYPICAL DOOR JAMB 008 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 *2'-0" X 7'-0" RH 1-3/4" MDF 009 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 *2'-8" X 7'-0" LH 1-%4" MDF DATE ISSUED: 010 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 *2'-6" X 7'-0" LH 1 %4" MDF 6-29-2022- Issued for septic design 7-11-2022- Issued for updated septic FIELD VERIFY ALL OVERHEAD L ARANC WI LL C A S, P U U T R L L I A I S I 10-3-2022-Working Drawings FIRST FLOOR 10-13-2022- Issued for Bldg. Permit 101 HINGED ENTRY DOOR W/SIDELITES 'SIMPSON DOOR' 7982 THERMAL SASH 6'-0" x 8'-0" RH FIR 2 PANEL SIDELIGHT+ 3'-0" x 8'-0" DOOR + 2 PANEL SIDELIGHT 12-2-2022- Facade Revision Gyp.Board Casing to be selected 102 DOUBLE INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 4'-0" x 8'-0" LH / RH 1-3/4" MDF 0 11-1-2023-Amendment 1 (typical) 11 ' �� 3 �� To Permit#48856 1/4"reveal \ 103 INTERIOR SOLID CORE DOOR REEB OVATION - 7102 3 -0 x 81-011 LH 1-/4 MDF (typical) 104 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-8" x 8'-0" LH 1-Y4" MDF 105 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-6" x 8'-0" RH 1-%4" MDF 1"x Flat Poplar I T I R D CORE 00 B' - 0 '-6" x '-0" L 1 34" MDF XX 7 to be painted \ 0 �� �� 3 107 INTERIOR SOLID CORE DOOR REEB OVATION - 7102 2 -0 x 81-011 LH 1-/4„ MDF Shim space 108 SLIDING ATIO DOOR 'WEATHER SHIELD' 111090 - NEXT GEN 11'-8 58” x 9'-0" OXXO GLASS & CLAD 109 SLIDING PATIO DOOR 'WEATHER SHIELD' 13690 - NEXT GEN 11'-8%8" x 9'-0" OXXO GLASS & CLAD 110 SLIDING PATIO DOOR 'WEATHER SHIELD' 111090 - NEXT GEN 13'-4%" x 9'-0" OXXO GLASS & CLAD � 3 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 21-411 x 81-011 RH 1-/4n MDF Rough Opening O 112 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 3'-0" x 8'-0" RH 1-3/4/11 MDF (seeP Ian) 113 INTERIOR FIRE RATED DOOR 'REEB' OVATION - 7102 2'-8" x 8'-0" LH 1-%4" MDF 3/4 HR. FIREPROOF RATED & SELF-CLOSING - INTUMESCENT LAYERED CORE 114 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 3'-0" x 8'-0" LH 1-%4" MDF TYPICAL CASED OPENING 116 INTERIOR SOLID CORE DOOR .'REEB' OVATION - 7102 2'-4" x 8'-0" RH 1-%4" MDF O 117 HINGED NTR`YD OR 'SIMPSON DOOR' 7982 THERMAL SASH 3'-0" x 8'-0" LH FIR " " / 118 OVERHEAD GARAGE DOOR 'CLINGERMAN DOORS' CB101 9'-0x 9'-0OVERHEAD PVC 119 OVERHEAD GARAGE DOOR 'CLINGERMAN DOORS' CB101 9'-0" x 9'-0" OVERHEAD PVC SECOND FLOOR TO"B / 3 201 INTERIOR SOLID CORE DOOR REEBOVATION - 7102 3i-0u x 7i-On 1 LH -34=_ MDF TO"B" ' 202 DOUBLE INTERIOR SOLID CORE DOOR REEB' 1 OVATION - 7102 4 -0" x 71-0II LH / RH 1-/4„ MDF 203 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-8” x 7'-0" LH 1-%4" MDF FROM"A" FROM"A„ 204 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-8" x 7'-0" LH 1-%4" MDF LEFT HANDED RIGHT HANDED TYPICAL INTERIOR DOOR 205 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-8" x 7'-0" RH 1-Y4" MDF 206 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-8" x 7'-0" LH 1%4" MDF 207 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 214" x 7'-0" RH 1-Y4" MDF WINDOW NOTES: INTERIOR DOOR NOTES: 208 SLIDING PATIO DOOR 'WEATHER SHIELD' 9272 - CONTEMPORARY 9'-01%2" x 7'-2" SXO GLASS & CLAD PRIVATE I T I R D CORE 00 B' - 0141-011 '- '-0" L 1 34" MDF 1. ALL WINDOWS AND EXTERIOR FRENCH DOORS BY 'WEATHER SHIELD' 1. ALL INTERIOR DOORS TO BE SELECTED BY OWNER RESIDENCE 4- 9/16"JAMBS WHERE 2X4 STUDS. HARDWARE AS SELECTED BY 2. ALL INTERIOR DOORS ARE TO HAVE 0 210 INTERIOR SOLID CORE DOOR 'REEB' ;OVATION - 71022'-4" x 8'-0" RH 1%4" MDFOWNER. (TYPICAL FOR WINDOWS IN NEW 2X6 WALL CONSTRUCTION) - NO STICKING AND PANELS AS NOTED 211 DOUB E TERIOR SOLID CORE DOOR 'REEB' ATION - 7102 x 7'-0" LH / RH 1-/4" MDF —�— NEW WINDOW IN EXISTING 2X6 WALL CONSTRUCTION TO HAVE - 5/ Q905 Wildberry Lane 5/4"JAMBS WITH SQUARE CORNER HINGES 6 9/16" JAMBS. GENERAL CONTRACTOR TO FIELD VERIFY WINDOW 212 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-4" x 7'-0" RH 1-%4" MDF s Southold, New York 11971 SCHEDULE TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. - 1/2" X 1-5/8" OG STOPS. 213 INTERIOR POCKET DOOR REEB OVATION - 7102 2'-411 �x 8 -0ll POCKET 1-/4�� MDF ADD 1�� TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES 3. ALL DOORS TO BE PAINT GRADE MDF U.O.N. ON 3 „ 1000-051.00-03.00-012.013 2. WINDOW GLAZING SHALL COMPLY WITH HAZARDOUS LOCATION AS DOOR SCHEDULE. 214 INTERIOR POCKET DOOR REEB OVATION - 7102 21-411 x 8 -0 POCKET 1-/4 MDF ADD 1 TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES SET FORTH BY 2015 IRC R308.1 AND MEET THE CRITERIA FOR 4. FINAL QUANTITY TO BE VERIFIED BY CONTRACTOR. 215 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-4" x 7'-0" LH 1-%4" MDF CATEGORY !! AS INDICATED IN 2020 RCNYS R308.3 SEE GN-04 5. AT POCKET DOOR UNITS, ADD 1"TO LEFT HAND SIDE 16 DOUBLE INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 4'-0" x 7'-0" LH / RH 1-Y4" MDF _ 3. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND STILE (FROM'A'TO'B') AND TOP RAIL TO ACHIEVE Q3 CONFORM TO 2020 RCNYS, PART R310.1.1. SUCH OPENING SHALL EQUAL STILES AFTER INSTALLATION OF FINISHED 217 DOUBLE INTERIOR SOLID CORE DOOR REEB OVATION - 7102 4 -oilx 71-011 LH / RH 1-/4„ MDF When a registered design NOT IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA JAMBS AT TRIM. 218 INTERIOR SOLID CORE DOOR 'REEB' OVATION - 7102 2'-0” x 7'-0" LH 1-3/4" MDF professional has stamped and OF FIVE (5.7) SQ.FT,, WITH A MIN. DIMENSION OF 20" IN WIDTH, AND 6. VERIFY ALL SWINGS WITH PLANS. 219 INTERIOR SOLID CORE DOOR REEB OVATION - 7102 2 -0 x 7 -0 LH 1-/4 MDF signed this page (blue ink), they MIN. DIMENSION OF 24 IN HEIGHT, WITH BOTTOM OF OPENING NO 3 ,� 7. ALL DOORS, DOOR TRANSOMS, are attesting ledge,the best of HIGHER THAN 42 A.F.F. AND ADJACENT his/her knowledge, belief, and SIDELITES TO BE TEMPERED GLASS, AS PER 2020 ATTIC professional judgement, such plans and/or specifications are 4. 'WEATHER SHIELD' REPRESENTATIVE IS TO FIELD MEASURE EXISTING NYSRC 301 ATTIC ACCESS DOOR 'CUST M' 2'-0" WIDE MIN. SEE PLAN MDF INSULATED W AIR SEAL in compliance with the latest WINDOWS,TO BE REPLACED & IS TO FIELD VERIFY EXISTING R.O. / A New York State Building Code. M.O. PRIOR TO ORDERING REPLACEMENT UNITS. IN COORDINATION 302 ATTIC ACCESS DOOR CUSTOM 2'-0" WIDE MIN. SEE PLAN MDF INSULATED W/AIR SEAL W/GENERAL CONTRACTOR. 303 ATTIC ACCESS DOOR 'CUSTOM' 2'-0" WIDE MIN. SEE PLAN MDF INSULATED W/ AIR SEAL © copyright 2022 5. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE DESIGNED TO WINDOW SPECIFICATION: RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2) WINDOW SCHEDULE ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R301.2(3). UNITS SERIES: PREMIUM & CONTEMPORARY INTERIOR FINISH: PRIMED PINE M. B. & y/� SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY,AND �5 • BEAR A LABEL IDENTIFYING ROVED PERFORMANCE EXTERIOR FINISH: WHITE MARK TYPE MANUFACTURER UNIT SIZE CATALOG # LITE CUT QTY U VALUE SHGC REMARKS:MANUF CHARACTERISTICSAND APPROVED INSPECTION AGENCY TO HARDWARE: RUSTIC BRONZE 7/8" SDL MUNTIN BARS AS PER ELEVATIONS A DOUBLE HUNG 'WEATHER SHIELD' 3'-0" x 5'-2" 3052 SEE ELEVATION 3 EGRESS COMPLIANT * - " INDICATED COMPLIANCE WITH THE REQUIREMENTS OF J AAMA/NWWDA 101/1.S.2. SQUARE STICKING B DOUBLE HUNG 'WEATHER SHIELD' 2'-8" x 5'-0" 2850 SEE ELEVATION 10 } NOTE: CORDINATE FINAL COLOR AND OPTION O DOUBLE HUNG 'WEATHER SHIELD' 3'-0" x 5'-6" 3056 SEE ELEVATION 8 EGRESS COMPLIANT ��-9 3261 Q� 6. WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM SELECTION WITH OWNER PRIOR TO ORDERING , , „ „ TFOF NE`I`IyO WIND-BORNE DEBRIS MEETING THE REQUIREMENTS OF THE LARGE D DOUBLE HUNG WEATHER SHIELD 3 -0 3060 SEE ELEVATION 3 MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED O CASEMENT 'WEATHER SHIELD' 2'-4" x 5'-0" 2450 SEE ELEVATION 3 109 FIXED UNIT THERIN. PROTECTIVE PLYWOOD PANELS SHALL BE MARKED AND FILE: STORED ON SITE. F CASEMENT 'WEATHER SHIELD' 2'-4" x 6'-0" 2460 SEE ELEVATION 3 216 FIXED UNIT-ALLTEMPERED 7. WEATHER SHIELD REPRESENTATIVE IS TO SUPPLY THE CONTRACTOR AWNING 'WEATHER SHIELD' 2'-0" x 3'-O" 2030 SEE ELEVATION 3 223 TEMPERED 22027 SCALE: WITH LATEST CUTSHEET OF R.O. AND M.O. FOR SPECIFIED UNITS. H AWNING 'WEATHER SHIELD' 3'-0" x 3'-0" 3030 SEE ELEVATION 2 ALL TEMPERED AS NOTED CONTRACTOR TO COORDINATE REQUIRED OPENINGS. 0 DOUBLE HUNG - PICTURE 'WEATHER SHIELD' 3'-0" x5'-6" 3056 SEE ELEVATION 1 SIMULATED CHECK RAIL- SEE ELEVATION DRAWN BY: 8. CONTRACTOR TO COORDINATE UNIT SIZE, REQUIRED R/0 AND M/0 Q PICTURE 'WEATHER SHIELD' 3'-0" x 6'-6" 3066 SEE ELEVATION 4 RWC WITH WINDOW MANUFACTURES SHOP DRAWINGS PICTURE 'WEATHER SHIELD' 4'-6" x 5'-0" 4650 SEE ELEVATION 1 TEMPERED SHEET: L PICTURE 'WEATHER SHIELD' 2'-6" x 4'-0" 2640 SEE ELEVATION 1 M PICTURE 'WEATHER SHIELD' 1 4'-0" x 4'-0" 4040 SEE ELEVATION 1 Schml FRAMING NOTES: F) F; r,, ,Q) GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL r i ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS I FIRE BLOCKING AS PER 2020 RCNYS A-q S" POURED CONCRETE GHEEK WALL,COORDINATE SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND FASTENER SCHEDULE WITH FINAL eRADIN6 -------------------------------- ----------------------------- ----------------, 6334 Northern Boulevard _________ __ _� SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND MAGNITUDE. I r- ,` '` - East Norwich, New York 11732 I I •,: ;• I I FINISH NOTES. INTERIOR '` • I I 11 Broadway - Suite 3 ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF NOT GREATER THAN 200 I I I I I Amityville, New York 11701 AS PER SECTION R319 A-10 I I I I I I I I BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED SHOWER HEADS AND IN I I I I 5 1 6 . 3 0 8 .4 6 4 6 P h o n e SHOWER COMP. SHALL BE FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES I. .. I I 5 1 6 . 8 1 3 . 0 9 2 4 F a x s s I UNEXCAVATED SHALL EXTEND TO A HEIGHT OF NOT LESS THAN GFT ABOVE THE FLOOR. ANY GLAZING IN SHOWER I I Info@JoeBelloArchitects.com STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1PATIO ABOVE I I www.JoeBelloArchitects.com I I I I I WINDOW&DOOR NOTE: I I DATE ISSUED: I I ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE i 6-29-2022- Issued for septic design NOTED ON PLANS: UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; 7-11-2022-Issued for updated septic UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 I I 10-3-2022-Working Drawings �,:..•, .,.,: - • 10-13-2022-Issued for Bldg. Permit GENERAL CONTRACTOR'TO VERIFY ALL WINDOW AND DOOR TYPES SIZES, COLOR ETC.W/OWNER ■ �::;' `_'' ~• :r•• ::•{ . '%�` a''•'': PRIOR TO ORDERING 12-2-2022-Facade Revision U) ri 4. HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET THE CRITERIA FOR 0 11-1-2023-Amendment 1 CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 :: ;; :•,;.a:•.';:;;;•.,•':.;'=. : f: .',; ; ,. ,. . .� , : , : , ., ,�•:::''' ,'�.:••. To Permit#48856 ALL WINDOWS& DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS PER ELEVATIONS.4-9/16" JAMBS. FINISHES AS SELECTED BY OWNER. HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN II'-6' S' ''•= crN v EXISTING 2X4 WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR TO FIELD O VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. ALL BEDROOM WINDOWS. MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 NYSRC, PART 001 310.1.1. SUCH OPENING SHALL NOT IMPEDE 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 OPENING NO •'* HIGHER THAN T-6"ABOVE FINISHED FLOOR. { E6RE55 GYM 005 'REGREATION AREA .: HELL -- 002 CONCRETE NOTES: �t m PROVIDE 1 1/8"X 1 1/4" DEEP SAW CUT CONTROL JOINTS AT 20' O/C MAXIMUM EACH WAY IN ALL BASEMENT, PORCH,.AND GARAGE SLABS ON GRADE. CUT JOINTS WITHIN 24 HOURS OF PLACING THE SLAB. PROVIDE 245 BARS OVER AND 244 EACH SIDE OF ALL OPENING IN WALLS. BARS TO BE 1 1/2"CLEAR OF AND EXTEND 12 INCHES PAST OPENING. •s: CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER , TO CEMENT RATIO OF 0.45. CELLAR PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: 'a`$ ''� -iN -«r ENTRANCE A� CAST AGAINST SOIL 3" "'' 004 002 EXPOSED TO WEATHER (FORMED) 1 1/2" I NOT EXPOSED TO WEATHER 1" '-' 3� 4 5'A 31° 5'- S' 5�" 3 " ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR •` PLACEMENT OF CONCRETE AS SET BY THE A.C.I. - _ 006 _ - - 15LAND STORAGE MECHANICAL - O ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES F. AND RISING MIN. 007 INC I I&D—OM p a� H.W.H. / j '• BAH-ROOM I I I 4' DRAIN TO--/ NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. DRYWFIL PITCH n n n " n SLAB TO DRAIN 0 NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. - II-'1 3-10 21-6 3-10 I d I - MIN.V4":12" '.,. PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. :.;. 008 = I I o l I I I I tib '.•,. PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. �r.7 "''"':y +� 009 I +' 2't2"I _J L__ P PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. I I I I ::, STOOPAfft I I PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. I I 010 G 05Ef I I ;'; ABOVE PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE DRAWINGS. yi! j p RIVATE ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL BE 4. COATED WITH AQURON CPT-2000 AS PER MANUFACTURERS SPECIFICATIONS. » • + • • 4 `• RESIDENCE 121-4' S1' --3'=10'1°-- 5n 12'-101 .., f CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB ;;;. ------ —�— TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFY ARCHITECT y' m --- --- " 905 Wlldberry Lane OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. I m I Southold, New York 11971 A-7 E u� 6UE5T ----BEDOM -- "•.' A-T ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, UNLESS SHOWN `0 - -- OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO 003 ___ __ 1000-051,00-03.00-012.013 A �., PLACEMENT. . 1�1 Tliili� I IINTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO WELDED MIRE 10'-6�° , ° IUP6'-II° MESH. APPLY FIBERS TO MIX AT DOSAGE AND IN ACCORDANCE WITH MANUFACTURERS y'` '''" •. RECOMMENDATIONS. GARAGE AND TERRACE SLABS DO NOT HAVE FIBERS AND HAVE WELDED ;;. 36' H16H HA N L IPFR 202G-RG WIRE MESH. I :` UNEXGAVATED When a registered design * ' sta 6ARA6E ABOVE signed this professional ink dthed are attesting that to the best of GENERAL NOTE: " ''r' ' 4•'r' � �' ~ � ���• � +.. his/her knowledge, belief, and professional judgement, such 77 plans and/or specifications are THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH 5TAR5 4-RAILING TO f. in compliance with the latest THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CONFORM TO-R311 t New York State Building Code. CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL 'R312 OF 2020'RGNY5 UNEXCAVATED © copyright 2022 ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS PORCH ABOVE AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN 5TAtR 5HOP DRAWING THE FIELD PRIOR TO CONSTRUCTION. TO BE APPROVED BY I ARCHITECT BEFORE A-10 FABRICATION !kE p Rchi�, Le end eF40 g t. .4 NEW CONSTRUCTION: MULTI SENSOR SMOKE AND ...,..,, '. 10" P.C. FOUNDATION WALLS D CARBON MONOXIDE DETECTOR (P 3267 Q� ------ 20'x12"KEYED P.C. FOOTINGS INSTALLED PER 2020 RCNYS I T�OF NE�yO _ sD MULTI SENSOR SMOKE DETECTOR INSTALLED PER 2020 RCNYS . .. . . ;,....:. . •• :::•....,�,.. .. . :..�.. ....•9'•:: NEW CONSTRUCTION: 8"P.C. FOUNDATION WALLS MULTI SENSOR HEAT DETECTOR ------ FILE: 16"x8" KEYED ED P.C. FOOTINGS HD INSTALLED PER 2020 RCNYS 22027 NEW CONSTRUCTION: ##(# WINDOW TAG SEE SC-1 SCALE: 2x6 EXTERIOR WALLS AS NOTED 2x6 INTERIOR WALLS U.O.N. ### DOOR TAG SEE SC-1 DRAWN BY: SOLID POST ON A 30"x30"x18" L—J POURED CONCRETE FOOTING E POSTABOVE 1 Cellar Architectural Plan SHEET: RWC ---- NEW HEADER OR GIRDER ® SOLID POST IN WALL OR COLUMN A-1.1 SCALE : 1/4" = 1'-0" A- 1 . 1 FRAMING NOTES: GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS Architects I FIRE BLOCKING AS PER 2020 RCNYS q�{ SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND FASTENER SCHEDULE SEE FRAMING PLANS FOR:ALL STRUCTURAL FRAMING DIRECTION AND MAGNITUDE. 6334 Northern Boulevard East Norwich, New York 11732 INTERIOR FINISH NOTES: I I 1 11 Broadway - Suite 3 ALL WALLS AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASS OF NOT GREATER THAN 200 ---------- I Amityville, New York 11701 I I I PROVIDE 6UAIRD5 AT ALL PORGHE5,BALGONIE5 OR A PER SECTION R319 q-I� I I 1 - 15ED FLOOR 5URFAGF5 A5 PER-8316. PORGHE5, BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED SHOWER HEADS AND IN 1 1 I I BALGONIE5 OR'RA15ED FLOOR 9URFAGE5 LOGATED 516 . 308.4646 Phone SHOWER COMP. SHALL BE FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES I I II I I MORE THAN THIRTY INCHES(30") ABOVE THE FLOOR SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER I I I I I I 5 1 6 . 8 1 3 . 0 9 2 4 F a x I I I OR GRADE BELOW SHALL HAVE 611ARD5 NOT 11:55 Info@JoeBelloArchitects.com STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 I I I I I I THAN THIRTY-SIX INCHES(36') IN HEI6FfT. @ I I I BALCONY ABO I I I www.JoeBeI[oArchitects.com WINDOW& DOOR NOTE: 4 33'-0^ I I 10 I I I 14'-0' 10'-3" 1 - b'-8' I I 2'4 24 4'-41" DATE ISSUED: ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: I I 1 I I I 6-29-2022- Issued for septic design I I I UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; I I I II I 7-11-2022- Issued for updated septic UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 108 I I I I I 1 108 109 110 I I I I I I EN E E 10-3-2022-Working Drawings GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, SIZES, COLOR ETC.W/OWNER A I f I I PRIOR TO ORDERING -_ I I ( I I 1 10-13-2022- Issued for Bldg. Permit I 12-2-2022-Facade Revision 107 I '---) HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET THE CRITERIA FOR I I I I 1 110 N O O 11 DPM CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 I I aI II II 1 I 11-1-2023-Amendment 1 - I T I I -Yi 33'-5" � To Permit#48856 ALL WINDOWS& DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS PER ELEVATIONS.4-9/16" 1 I uL_ JAMBS. FINISHES AS SELECTED BY OWNER. HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN I Il'-I' 111 EXISTING 2X4 WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR TO FIELD I B VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. in I POT FILLER I _. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT IMPEDE 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 OPENING NO 1 I I I 1 HIGHER THAN THAN T-6"ABOVE FINISHED FLOOR. I1 BEDROOM #1 IBEL� VAULTED� yoCEI IN6 � m;- CONCRETE NOTES: I 1 ~ I I 1 I PROVIDE 1 1/8"X 1 1/4"DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM EACH WAY IN I I 1 DINING AREA I ITGHEN 112 I I I GREAT ROOM I I O Q o o DOUBLE HEIGHT f 14 COORDINATE FINAL B ALL BASEMENT, PORCH, AND GARAGE SLABS ON GRADE. CUT JOINTS WITHIN 24 HOURS OF O 1 PLACING THE SLAB. I I N k 'v¢ GEILINS ABOVE 1 I CABINETRY AND APPLIANCE LAYOUT PROVIDE 2-#5 BARS OVER AND 2-#4 EACH SIDE OF ALL OPENING IN WALLS. BARS TO BE 1 1 1 2'-0" I 1 1 Q v WITH KITGIEN I N 1/2'CLEAR OF AND EXTEND 12 INCHES PAST OPENING. N I/61 � I -� DE516NER 5HOPoii ' CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER -,- 1 1 "'1N`'S °NJN 1, TO CEMENT RATIO OF 0.45. B FRAME NICHE W/ I PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: BL KING FOR I I CAST AGAINST SOIL 3" MEDIC GABINET5 I sD 1 I , GELLAR ENTRY EXPOSED TO WEATHER (FORMED) 1 1/2" �xQ67• 2'-0" I BELOW NOT EXPOSED TO WEATHER V. T J 'L _�_J' ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR � 4 1 �F. PLACEMENT OF CONCRETE AS SET BY THE A.C.I. 515'- 5 " 5'-61" 51" 8'-6" 51" b'-1' I 5 " 10'-I• BAR 51NK 5 " 6'-6" 5 " 2'-051rj ■ ALL CONCRETE OR MAS014RY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES F. - BAR _-_ i ---------------- - 116 A/C UNIT AND RISING MIN. � G IT _ � 105 0 106 `t -;ry u E WINE I f --, I ICE I. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. o I I If�RIDGEI ° I I r(gK1=RL� ' I NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. -' I PAN Y • PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. -u�i 107 104 _ H BA ,-� ;- ��- -- - ; j - 115 p o � LI�J � I !n 48x60 S xt PROVIDE CONTINUOUS RE:BAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE - -«-o ....ro - _---_J FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. 5HORR 105 51 I - K.FE � 111 Q PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. AEjOVE O EXTMOR '� N 113 MUDROOM Q PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. 103 - c N 104 C i PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE DRAWINGS. o . 5 4'-0" 51" 4'-10" 51" 6'-6" 5 " 8,�. ^ " 112 " 114 1175 STOOP ALL FOUNDATION WALLS, (FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL BE I PRIVATE COATED WITH AQURON CPT-2000 AS PER MANUFACTURERS SPECIFICATIONS. m __-________ 113 z II' --_-- A" STAIRS4'RAILINGTO _-_-- iiD RESIDENCE CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB -- CONFORM TO R311 ET�R6ENGY FLOOR DRAIN. TO BE BROKEN OPEN AND- AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFY ARCHITECT X312 OF 2020RGNY5 4' PVG DRY DRAIN TO DAYLIC-+M. OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY DRE55IN6'ROOM WITH DECORATIVE INSECT COVER I 905 Wildberr Lane RECEIPTS INDICATING THE:VOLUME AND STRENGTH OF CONCRETE DELIVERED. I STAIR SHOP DRAWING I Southold, New York 11971 A--� ------ TO BE APPROVED 13Y ON THROUGH WALL TERMINATION i I ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, UNLESS SHOWN GRE55 _T 4k4�T ______ ARCHITEGT BEFORE v 5GHLUTER KERDI WATERPROOFIN6 OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO � 1B3 y ROBE FABRIGATION UNDRELAYMENT 5Y5TEM TO BE I ��' 1000-051.00-03.00-012.013 tr PLACEMENT. BELOW - 115LAND 1 --- - USED IN ALL WET 5PAGE5. -' - 115-L---'-- I ENTRY FOYER (INDIGATED WITH TILE HATGH) I o INTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO WELDED MIRE I I I UP DOUBLE HEI6HTMESH. APPLY Kms\ 118 RECOMMENDATIONS. GARAGE AND TERRACE SLABS DO NOT HAVE FIBERS AND HAVE WELDED - I3TO MIX AT DOSAGE AND IN ACCORDANCE WITH MANUFACTURERS ' " 5 ' I 115'151" CEILING ABOVE 51" 2'-01' 21 �\ o When a registered design WIRE MESH. - �. I 1z professional has stamped and GARAGE I signed this page (blue ink), they 4 Q 101 o 101 I I PITCH SLAB L- - -\ . are attesting that to the best of GENERAL NOTE: N H I I I I MIN.ya":12' N his/her knowledge, belief, and 102 j 1 1 I I DRAIN TO DOORS ------------ -- o professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH e I 1 1 1 1 I �' plans and/or specifications are I I I TYPE 'X'5/8'B.W.B.ON ' �� in compliance with the latest THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY 1 1 I I I �� New York State Building Code. CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL I I I I 'ROOF O� I I ALL WALL5 AND GEILIN65 I �� g ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS Fs I 1 I OPEN PORCH I Icopyright 2022 AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN A-10 I I I I I MAINTAIN 3/4 HOUR FIRE I �' THE FIELD PRIOR TO CONSTRUCTION. i I I 1 I GARAGE +5EPARATI°LIVIAGE K' 119 I Pt4' F-D ARC ' 21'-1" Legend ---- --- _ , " I o - ___--___ L_------------ --� I I L------ -----� -- t NEW CONSTRUCTION: MULTI SENSOR SMOKE AND I--------------- -- � s" - i . : '•;:''�' 10"P.C. FOUNDATION WALLS CARBON MONOXIDE DETECTOR - _ 20"x12" KEYED P.C. FOOTINGS INSTALLED PER 2020 RCNYS I Q (P 670 ypQ� MULTI SENSOR SMOKE DETECTOR q cv Q F CF NE`N NEW CONSTRUCTION: INSTALLED PER 2020 RCNYS O8" P.C. FOUNDATION WALLS 116 115 114 MULTI SENSOR HEAT DETECTOR FILE: 16"x8" KEYED P.C. FOOTINGS xn INSTALLED PER 2020 RCNYS ° e o 3!-21 4'-4" „ " 22027 3-I 3-4 3-4 2-9 4-9 3-4 NEW CONSTRUCTION: #X# WINDOW TAG SEE SC-1 3'-0' 13'-0 " 7'-6" 9'-5' 2'-01" 4'-q" 12'-b" 4'-9" 8'-I' SCALE: 0 2x6 EXTERIOR WALLS 2x6 INTERIOR WALLS U.O.N. ### DOOR TAG SEE SC-1 54'-0" AS NOTED F- � SOLID POST ON A 30"x30"x18" DRAWN BY: L J POURED CONCRETE FOOTING ® POST ABOVE 1 First Floor Plan RWC SHEET: -- NEW HEADER OR GIRDER SOLID POST IN WALL OR COLUMN A-2 SCALE : 1/4"= F-0" A-2 FRAMING NOTES: GENERAL CONTRACTOR'TO COORDINATE ALL Architects FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS FIRE BLOCKING AS PER 2020 RCNYS SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND FASTENER SCHEDULE -------------------------------------- 6334 Northern Boulevard I I SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND MAGNITUDE. I r------------------------------------------ East Norwich, New York 11732 I I 36'HIGH GUARD PER 2020 W5RC I I INTERIOR FINISH NOTES: I I r--------------------------------------- UJI ------------------------ Amityville, New York 11701 I I I I I 11 Broadway - Suite 3 I I II ALL WALLS AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASS OF NOT GREATER THAN 200 I I I I II I I AS PER SECTION R319 I I I I II I I BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED SHOWER HEADS AND IN I I I I OPEN TERRACE 11 I I 5 16 . 3 0 8 .4 6 4 6 P h o n e SHOWER COMP. SHALL BE FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES r---------------------------- 1 II I I 5 1 6 . 8 1 3 . 0 9 2 4 F a x SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER 1 65-0' Ixb IPE DECKING Info@JoeBelloArchitects.com STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1www.JoeBelloArchitects.com 47'-0' I I I I 12'-0" 11 t I R-10" WINDOW&DOOR NOTE: I II I I I 2_g■ 2!_8" I 11 I I 5GHLVrER MM I^IATEiRPR00FING DATE ISSUED: ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE 1 I Ij u UNDREI AYMENT SYSTEM TO BE 6-29-2022- Issued for septic design NOTED ON PLANS: A-10 U5ED IN ALL YET 5PAGE5. 7-11-2022- Issued for updated septic UP TO 4'-0"TO BE PROVIDED WITH 2 2x8 HEADERS; 1 11 I I ONDIGATED WITH TILE HATCH) ( ) 210 I 1 215 216 217 UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 -«r e I I 11 I I e e e 10-3-2022-Working Drawings ------ 'n ------- --- A-q I - ------- ---------- _ 10-13-2022-Issued for Bldg. Permit GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, SIZES, COLOR ETC.W/OWNER PRIOR TO ORDERING 211 z12 213 214 j 1 1 " _8 I I 1 12-2-2022- Facade Revision e e 1 208 I I I ------ --i 1 HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET THE CRITERIA FOR ----------------- ----- --- 1 t o 1 ____ _ I 0 11-1-2023-Amendment 1 CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 - 1 To Permit#48856 ----- - --i 1 ALL WINDOWS &DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS PER ELEVATIONS.4-9/16" 1 1 1 1 1 1 1 1 11 1 �'--'� I I JAMBS. FINISHES AS SELECTED BY OWNER. HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN r--------- 209 0 ------- --I 1 EXISTING 2X4 WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR TO FIELD j r-------- 5 ' 1T-I" 51' Iq'-II " 51" 13'-6" 5 ' 01. ------ --j 1 VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. 1 1 I 1 j 1 13A OOM t2 ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 NYSRC, PART I 1 ------------- ------------ � � •, I I 310.1.1. SUCH OPENING SHALL NOT IMPEDE 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 OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. I BEDROOM#2 I I VAULTED 15T FLOOR VAULTED CEILING j 1 - cEIUNG eELow OPEN TO BELON 72x48 CURD-LE% zlo ROOFING NOTES: )U o • z18 ---- - 1 I 6'-0' FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. I L_______ 0 1 1 ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER 1 t ------------- ------------7.1 1 FLASHING TO EXTEND MIN. 8" UNDER SHINGLES ry Q 1 1 � � I PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN `� N 1 1 BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE 1 FRAME NIGHE W/ FRAME NIG2 sv 1 I A-8 BLOGKIN6 FOR - tv BLOGKIN6 301 INSTALL THROUGH WALL,FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PENETRATIONS. IGINE GABINET5 O mx--u � 207 219 1 APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR WALLS AND 36" c WIDE @ EA. SIDE OF VALLEYS. IN ---- - -- J 209 0 H GL05ET I BEDROOM#3 m m ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND INSTALLED B AT ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH ;� #¢ 6'-I2" 51' S'-bj1' -"'� 5 " 8'-6' S " 5'-0" 5 ° 4'-2" 5 ' 6'-5' I 5 " 2'-0" 211 220 SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-0". ALUMINUM `r 1 302 1 e DOWNSPOUTS W/BAKED ALUMINUM FINISH,COLOR TO MATCH GUTTER. PROVIDE DOWNSPOUTS AT 40 LINEAR FEET MAX. -«v 36"HIGH 6UARD u9 218 � 4 PER 2020 NY5RC LINEN — ` PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS AND STRAPS 217 202 203 sD m FOR A COMPLETE INSTALLATION,WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. 2B8 m sD - v 141 Q 221 II PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO DRYWELL WHERE APPLICABLE. �t 201 d? 1xl / 204 Iii v 6,�. m 5 .ISI 8'-V" 1151" 14'A' m 5 3A. 115l" 12'2" 51" m Q SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. m � SD PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER 1 I m BEDROOM#5 I I I j l�I N�� r 212 I 1 222 1 PROVIDE R-30(UNLESS NOTED OTHERWISE) UNFACED FIBERGLASS BATTS TO FIT SNUG BETWEEN CEILING JOISTS,AND 4 MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR I� I I I I I I I I I , 1 0 yl V I I I ELSEWHERE, IN NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE If I I I I I I I I mROOM " J � PRIVATE INSULATION. I 'HIGHGUARD 206 - + v 1 PER 2020 NYSRC 205 213 ----_1-1—J PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL EAVES AND AT 11- 1 -- -- RESIDENCE ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. 48x60 I I 7 ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2"ALUMINUM SOFFIT ___ ___ I "1 '1 Q I 11 1II I� 1 905 Wildberry Lane VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR _ ___ I 1 5 1 II'-I�" 5 -- -- 15'-5 " 5 'I 8'-I " 5 " 4'-b' 5 " EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH 11 -I 1 (1 -__ __ 1 223 A-7 Southold, New York 11971 FILTER VENT AS MANUF. BY'AIR VENT' (OR EQUAL) A-� I _ __ I I I c NI I 1 1000-051.00-03.00-012.013 1 1 I 2007 I � -, W BLOGKIN6 11 PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. VENTILATION I 1 1E 1 I -- -- -I I ° ROOM 214 OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH,WITH ONE EIGHTH m I j 1 1 j OPEN TO I . INCH MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL NET FREE N I 1 I I I I I BELOW I _ VENTILATING AREA SHALL NOT BE LESS THAN ONE TO ONE HUNDRED FIFTY OF THE AREA OF �_—_ __ 1 4'-3 " I I I I I I _ 1 ° THE SPACE VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL -I I I I I I OOMlb NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED Q I I I I I I �______ ',� GL0,� U When a registered design BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. m I I I I I I I - N i� professional has stamped and X.2 LO 216 215 11 signed this page (blue ink), they are attesting that to the best of I I 203 202 — -- —_ u� 1 I e I ---- 2M1 ---- s 1 224 his/her knowledge, belief, and _ _J 1 '-b" 5 ' 4-6 5 5-I n c professional judgement, such — 1 plans and/or specifications are GENERAL NOTE: ------ I I I �� in compliance with the latest THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH 1 INI5HED I I I I I New York State Building Code. THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY I I ATTIC, I BEDROOM#4 1 11 CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL 1 I I I I I ;,,r I 1 @ copyright 2022 ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS I 1 I I e I I I AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN I I I 1 1 1 I I I _ 0 11 THE FIELD PRIOR TO CONSTRUCTION. A-l0 1 I I I I I I l I I ED A& ,-- - r---� -� 1 1 1 1 I4' Legend 1I 111 I 1111 1 1 10' 1 '-II" 1225 -.r!!l_7 ----------- --L-T l l I I I � I I II NEW CONSTRUCTION: MULTI SENSOR SMOKE AND L____________ _�_ __J I L___ __ J I 3 a . _ 10"P.C. FOUNDATION WALLS ® CARBON MONOXIDE DETECTOR L____ (P 20"x12"KEYED P.C. FOOTINGS INSTALLED PER 2020 RCNYS 227 226 1 __ qr�`�F sn MULTI SENSOR SMOKE DETECTOR NEW CONSTRUCTION: O INSTALLED PER 2020 RCNYS -- u 8" P.C. FOUNDATION WALLS 0 MULTI SENSOR HEAT DETECTOR q'-10 " 3'-10 ° q'- 12'-8 " I'-8' I'-8" 12" FILE: ------ 16"x8" KEYED P.C. FOOTINGS �iD INSTALLED PER 2020 RCNYS q'-0" 22027 NEW CONSTRUCTION: #X# WINDOW TAG SEE SC-1 SCALE: 2x6 EXTERIOR WALLS 65'-0' AS NOTED 2x6 INTERIOR WALLS U.O.N. O DOOR TAG SEE SC-1 DRAWN BY: r SOLID POST ON A 30"x30"x18" RWC L POURED CONCRETE FOOTING ® POST ABOVE 1 Second Floor Plan SHEET: ---- NEW HEADER OR GIRDER e SOLID POST IN WALL OR COLUMN A-3 SCALE : 1/41f= 11_011 A-3 ELECTRICAL LEGEND ITEDI SYMBOL DESCRIPTION Architects J-BOX FOR WACE-MOUNTED a3LN6 LM NXIIIRE IM"BY Oi M MM LEITER DE516M" luMe I5 sEL.FC"Ab vm:w N SEPARATE Sain E 'J-BOX FOR SWACC-I40IJIiij7 Cam PADDLE FAN- ct X ME FOR LI6Tr KIT. MIRE PROVIDED BY OfI M MM LMM DF516Nanar r9 SEL.w"As LDI4nM M WARNSSGH3LE ------------------------------------------------------------------------- 6334 Northern Boulevard I I _ East Norwich, New York 11732 3"T5CJIAREDOYf1J6HrBYHALA t �--- -- ------------------ - -------------------- -- ----------------------- -------------------- -- -------------------- -- ------------------- - ---i IMAT,WHAT,HWAT(HRR4 A5 SELECTED) �p HM CaMWTOR TO YJF.PROPER BMW t I I rOR CL M C.O VI ION;, i I -MT02M 1 ' 11 Broadway - Suite 3 Amityville, New York 11701 I I I I I I 3-WlaC 50MM DOYtLM BY WID. 106TAT,HMICAT,WWAT(IRIM A6 SELECT) USE CO fLMY EN AMW LEWE PRM M,C*MACM 516 .308.4646 Phone TO YJF.PPDPER HOIFM6 I I I I SEE AaTWM516 . 813 . 0924 Fax I 1 I Info@JoeBelloArchitects.com 5auA1E DOY4r.l6lfi BY HALA www,JoeBelloArchitects.com H96TAT,H361GAT,MAT"A6 SELECTED) i USE VET LOCATION L15TED TRIM WP �CONDU YJF.PROPBt Hg15M6 I SEE MAN1PA61IRMS 51,EGIFIGATM I I I I I I I 1 ® 6' WROMM DO14U6 r-1`1At0 HT ' DATE ISSUED: I I I I b''tsECesew RIG/VE5C81T DOY44.16Hr-HAIA IR,WITH 6-29-2022-Issued for septic design I LM-GOMPLE y ENG4-4D LAM 7-11-2022- Issued for updated septic 611ecem MCNDexElff DOY#1 W O -WL0RI,PETLOGATIONLISTM 0 10-3-2022-Working Drawings 44 LMVMTAaMM6PORL16W-WL0 10-13-2022-Issued for Bldg. 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