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Home My WebLink About51106-Z �oy�a°F SOulyo�o Town of Southold * * P.O. Box 1179 53095 Main Rd ��ou►m.`' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45993 Date: 02/24/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 860 Griffing_St Cutchogue, NY 11935 Sec/Block/Lot: 102.-5-9.7 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/02/2022 Pursuant to which Building Permit No. 51106 and dated: 08/21/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with unfinished basement, covered front porch, rear entry deck and attached garage as applied for. The certificate is issued to: Wyandanch RE Corp Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:. R-22-0978 12/10/2024 ELECTRICAL CERTIFICATE: 51106 12/06/2024 PLUMBERS CERTIFICATION: Chuck Sanders 11/19/2024 (Au)thrized i ature �SUFFnt�.�o TOWN OF SOUTHOLD Sao �y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy + 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#: 51106 Date: 8/21/2024 Permission is hereby granted to: Wyandanch RE Corp 1325 Locust Ave Bohemia, NY 1-1716 To: Final Planning Approval needed before CO construct single-family dwelling as applied for per SCHD approval. Replaces BP#48304 At premises located at: 860 Griffing St, Cutchogue SCTM #473889 Sec/Block/Lot# 102.-5-9.7 Pursuant to application dated 8/2/2022 and approved by the Building Inspector. To expire on 212012026. Fees: PERMIT RENEWAL $1,474.10 Total: $1,474.10 Building Inspector F of c TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o SOUTHOLD, NY y Off'f 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#: 48304 Date: 9/16/2022 I Permission is hereby granted to: Baxter Jr, William 6915 SE Harbor Cir Stuart, FL 34996 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 860 Griffing St SCTM #473889 Sec/Block/Lot# 102.-5-9.7 Pursuant to application dated 8/8/2022 and approved by the Building Inspector. To expire on 311712024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,563.20 CO-NEW DWELLING $50.00 Total: $2,613.20 Bu ng Inspector OF SOUr�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • �Q Southold,NY 11971-0959 �O �yCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wyandanch RE Corp Address: 860 Griffing St City: Cutchogue St: NY Zip: 11935 Building Permit#: 51106 Section: 102 Block: 5 Lot: 9.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician:.Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Indoor +✓ Basement Service r? Solar Outdoor W, 1st Floor (+i± Pool Spa r Renovation Cl 2nd Floor Hot Tub Generator (� Survey Iff] Attic rv—� Garage Battery Storage INVENTORY Service 1 ph I"e, Heat Duplec Recpt 73 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph h Hot Water Gas GFCI Recpt 2 Wall Fixtures $ Smoke Detectors 7 Main Panel 150x2 A/C Condenser 2 Single Recpt Recessed Fixtures 64 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 12' Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect Switches 42 4'LED Exit Fixtures Other Equipment: Fridge, DW, Oven, Micro, W/D, 150A Panel 30 Circuit/ 14 Used, 150A Panel 30- Circuit/ 14 Used Notes: House Inspector Signature: X Date: December 6, 2024 Sean Devlin Electrical Inspector sean.devlina_town.southold.ny.us 860GriffingHouseElectric Town 11511 Annex 1elephone'(631)765-1802 54375 Main Road Fax(631)765-9502 PO Box.1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD J A N 1 7 ZQ25 j ,CERTYEICATY(JN . nc ` �y I Building,Permit No n � Owner: l (Please prin—t)fl Plumber:G (Please print) j 1 I certify that the solder used in.the water supply system contairis.'less than 2/l0 of No: lead. (P.I nnbers Signaiure) Sworn to before<me this 4� -- day (�of M 20 c2q, _ . .. o 1 I(- Notary Pubjk,• . il uuxt e ° g,g �� O � w eode°Bp��CS°05f°3`,e�`,`ae I # # LD BUILDING DEPT. TOWN OF SOUTHO U G 631-765-1802 INSPECTION 14 FOUNDATION 1ST [ ] ROUGH PLBG. [✓J FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE �� INSPECTORymv # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 6ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i�? 0 NJ 7T Al DATE INSPECTOR ` hO��OF SOUTyo� # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPE.CPON [ ] FOUNDATION 1ST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE RKS: uv4L l yam/ o (o 6 DATE O INSPECTOR `� �1�� OF SOUIyOID 3 # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Kh ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) rl CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �e DATE Ll 31S77 INSPECTOR ` OF SOUIyo� # # TOWN OF-SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ v]'INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: GAlYM o 2 ��Yis 644aL J2 S CP,re-�,�i i r��ul�hon riGia r�� . &t ltzewe be, s — Adv, 4u644 tor ' u, �l k.ve, v .eOC14atull � cja_tec l al t ,ee-itls ecfioe? wll9,K ci DATE 7'/a-,rtw INSPECTOR hO��OF SOGlyo6 TOWN OF SOUTHOLD BUILDING DEPT. `Tom �. • �o cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. r h S ] FOUNDATION 2ND INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ,�'1 /P4"ahoyls Gx, l �C yi i s gxw . DATE INSPECTOR / OF SOUTyO� - # TOWN OF SOUTHOLD BUILDING DEPT. COD►�� 631-765-1802 o INSPECTION �l �P [ ] FOUNDATION 1 ST/ REBAR [ .] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] SULATIOWCAULKING [. ] FRAMING/STRAPPING [ FINAL IV6 [ ] FIREPLACE.& CHIMNEY [ ] .FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ]- ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l DS kwX C — ! 0,1 i/ �,m, 5!�� T�4�� cv�(li �(A i1c w11�` DATE �y INSPECTOR r �o4, SO bTyO1 ( - # # TOWN'OF SOUTH.OLD BUILDING DE�. coo 631-765-1802 INSPECTION ]` FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION, ] PRE C/O [ ] RENTAL REMARKS: !sDW o V'41 d ovk--)- i� LnA- _yy DATE �I 1 INSPECTOR. OF SOUTy�� TOWN fOF SOUTHOLD BUILDING DEPT. COUMV,� 631-765-1802 INSPECTION [ ]- FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING' [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE &-CHIMNEY [ .] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) 'ELECTRICALFINA [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: V 5 - 1� 14A2e DATE INSPECTOR ` HUNTER INSU16ATION 675 Elton Street, Riverhead. NY11801 ° /631\ 283-412O December 12, 2O24 RE: 8GOGriffing Street Cutohogue To Whom |t May Concern, This is the certify that the above mentioned property was sprayed with no burn thermal barrier. Si Arlene Welsh U y \� 2/ ]8N 1 7 �O�� VJ,^ L ' � ,=, / �uco f is 0 p f g f; t J A N 1 7 2025 J 3� � / p'Z t[b ,♦r e� iy, � ja�j'�n �� f- f �'f: , '+,Y'ry�. h �;s: ` i { 'j i�• � :�7 I � `` y� �• 1 � ./+�1�-= Q# ,•t�1i ` it ' a c '!�� 1 .� ,. o,1• ,4�.#.*� �j• ., � �� - ��; J;'1 �� a ��' '+ ' ��•'�� '1. ac .,�c �� • •. + J,J.J � �4 _. _! "„�, __ ....—• J 1, 1 f: �w y titi 1 r 4f i.°` \,�. �1'i �.� t {�r, � �r't/;f�S� ti1��' t� k" I � §, � � •� t #3a•1 S e ' J . I .r _ r iw r1t _ �' Y, �?••�is r� .2 i � � .ir t� P P r f. c i t '• - Y �• i < _ a y. 1 fit'•�:,� ' � �, '"i� �i+ ',+,Jry. + )l� '/J ` /3� � t r'f�� 4 � �/,•.4 ',� ld ��j,. I. !J'( w�!♦ ti J', f,�V� •�'� � �' 1 �C� r a j'1.�+ p` �44; �TJy�^�f i�' 'f��•F in d �'��.�' �i,,7�i`,�. ��i" '�..�' r �, �ttT� y ,�i f ��. +,r 4�� Bunch, Connie �P_ From: Goodwin, Dan Sent: Tuesday, February 4, 2025 8:49 AM To: Bunch, Connie; Lanza, Heather Subject: Griffin Street Sidewalks Good Morning, As discussed on the phone this morning,the sidewalk repair work is completed along the four lots of the Griffin St subdivision.The sidewalk and curb damage done during construction has been corrected and the Highway Department is satisfied with repairs. Please feel free to take the next appropriate steps, if you need any further info from me please let me know. Thank you, Dan Da'ad P. Superintendent of Highways Town of Southold Highway Department O: (631)765-3140 DanG@southoldtownny.gov CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 Bunch, Connie 5 From: Lanza, Heather Sent: Tuesday, February 4, 2025 8:52 AM To: Goodwin, Dan; Bunch, Connie Subject: RE: Griffin Street Sidewalks Thanks Dan, I made all the conditions in Municity inactive and noted that all has been completed. From:Goodwin, Dan<dang@southoldtownny.gov> Sent:Tuesday, February 4, 2025 8:49 AM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us>; Lanza, Heather<heather.lanza@town.southold.ny.us> Subject:Griffin Street Sidewalks Good Morning, As discussed on the phone this morning,the sidewalk repair work is completed along the four lots of the Griffin St subdivision.The sidewalk and curb damage done during construction has been corrected and the Highway Department is satisfied with repairs. Please feel free to take the next appropriate steps, if you need any further info from me please let me know. Thank you, Dan Da4udB P. Superintendent of Highways Town of Southold Highway Department 0: (631)765-3140 DanG@southoldtownny.gov CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 Home Energy Rating Certificate Rating Date: 2024-10-27 Final Report Registry ID: 147426487 Ekotrope ID: AvjSopGd HERS' • - Score: Home: •' Your home's HERS score is a relative 19 860 Griffing Street performance score.The lower the number, Cutchogue, NY 11935 efficientthe more energy - home.To $ 311 Builder: 5 7 learn more, visit www.hersindex.com *Relative to an average U.S.home Robert Fischer Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtul. Annual Cost criteria..of-the fallowing: Heating 98.2 $721 2020 New York ECCC Cooling 2.3 $154 201.8InternationalEnergyConservation Code Hot Water 17.3 $87 Lights/Appliances 34.7 $1,950 Service Charges $204 o Generation (e.g.Solar) 0.0. $0 "' Total: 752.5 $3715 HERS'Index Home Feature Summary: ; z y Rating�Completed n M,aE,;e,sj Horne Type: Single family detached Model:, N/A Energy Rater: Michael Catalano- RESNET ID:0210214 Existing 140 Community: N/A domes 130 Conditioned Floor Area: 50130 ft2 Rating Company: Green Guru LLC -- 'F0 :Number of Bedrooms 5 12 Arbutus Court 110 Prima Heating System: Furnace•Natural Gas•96 AFUE Reference '100 ry 9 Y� 631-348-6906 Home Primary' .Cooling System: Air Conditioner•Electric i.14,.5 SEER -90 Ratin Provider. RATERusa 8b Residential Water•Heater•Natural Gas.0.65 Energy 9 Primary Heating: Factor P.O BOX 1280 yo 855-273-7872 • � 50� WouseTghtness: 1809 CFM50(2.4.6 ACH50) � so Ventilation: 160 CFM 60.Watts•ERV d f 8 This Home . r Duct Leakage.to;0utside: Untested Forced.Air '( -, u �]I A € s0' Abb.ve Grade.Walls: 11-19 3 20 Ceiling: Vaulted Ro6f,R-30 Zero Horgy 0 WlndoW Type:. U.Value:031,SHGO 0.32 lit �tLtJ"t$ Foundation Walls: R-15 Michael Catalano,Certified Energy Rater *2mMw tes•EnorQy Framed Floor R-30. Digitally signed:11/14/24.at 2:20 PM IECC 2018 Performance P bm ` llan'ce Property Organization Inspection Status 860 Grilling Street Green Gu'ru-LLC 2024-10-27' Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):021021-4 RESNET Registered 021 CIA°4.224 860Griffing5treeti 1.935 Builder (Confirmed) Robert Fischer Annual Energy'Cost Design IECC 2018:Performance . As Designed. Heating $1,936 $1,787 Cooling $.244. $242 Water.Heating $316: $316 Mechanical Ventilation $53 $93 SubTotal Used to determine compliance . ___. �` .,_�$2,55� Lights&Appliances.w%ut Ventilation $1,459. $1,459 Onsite generation $0 $0 _ w _ _._ _. .__ __- _ _ Total $4008 Y $3,897_, _ R4053 Source Energy Exceptio-wThe proposed home uses 8.39 M6tu LESS-souree energy than the reference home. .Requirements - The proposed houses a is the 1ECC 2018 Performance reference energy bill requirement?. { R4053 Performance basedcompliancepassesby4b96 R402.4.1.2 Air LeakageTesting Air sealing is 2:46 ACH at50 Pa.It must not exceed 3.00 ACH at 50 Pa. _ _ �_ r 5 - - - Area weighted averagefenestiatron HGC is!34?-, m rnum allowed yalue,is,[No i - .- ( MO-5. Area=weighted average fenestration SHGC _ .Limnt7 R4025 Area-weightedaveiagefenestrationU-Factor �® R4041 Lightmg'Equipment 11403.6:1 Mechanical Ventilation Efficacy ! R40333 DuctTestnng ® Mandatary.code requirements that are'rot checked Mandatory Checklist 20181ECCMandatoryChecklist must be checked as complete. by Ekotrope must be met j ��,'�1RCN1150543 Mechanical Ventilation Rate _ T 11405:2 _ Duct Insulation All ducts'outside the thermal envelope'mustbe insulated.to at IeastR6.0. ate. Design exceeds'requirements for�.IECC,a01:8:Performance compl an:ce.by 4,6%.. Asa 3rd'party'extension-ofthe cbde jurisdiction utilizing these•report%:l ce.itify thatthisengrgycade compliancedbcument has been created in accordance with the requirements of Chapter 4 of the adopted Infemational Energy Conservation Code based on SUFFOLK-tourity.if.rkog 6 Pioje.cted,I certify that the:building design described ed herein is consistent with.the building plans, specifications,an calculations submitted with the permit application.if rating is confirmed;I certify that the address referenced:above has been inspected/tested and that the mandatory provisions of the IECC have been installed to:meet or exceed the intent of the IECC or will be verified as such by another party.. Name: Michael Catalano Signature: uLae�( G Organization: Green Guru LLC Digitally signed: 11/14/24 at 2:20•PM Ekotrope,RATER;-Version 4.0.13519 r: IECG2ot8 Performance campiiance,results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNETAccredited HERS RatingTool.All'results are based on data entered by Ekotrope users. Ekotrope disclaims all.liability for the information shown on:this reporL LA a 860 Griffing Street r s Cutchogue, NY 11935 Builder.:Robert Fischer . THIS HOME IS CERTIFIED TO MEET THE a 2018 INTERNATIONAL •. • CODE Building Features Ceiling Vaulted Roof,R-30 Duct Supply R78.0,Return R-8.0 Above Grade Wails R-1.9 Duct Leakage to Outside Untested Forced Air(Exempt) d Foundation Walls R-15 Total Duct-Leakage Untested(Exempt) a Framed Floor R-30 Heating Furnace•Natural Gas•96 AFUE i Slab 11-0.0 Peri r,R-0.0 Under Cooling Air Conditioner-Electric-14.5 SEER { Infiltration 1809 CFM 0. A6 ACH50) Q� Water Heating Residential Water Heater•Natural Gas•0.65 Energy Factor Window U-Value:0 -1,SHGC:0.3 As a 3rd-party extension of the code jurisdiction utilizing these reports I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 ofthe # I adopted Intemational Energy.Conseivation Code based on SUFFOLIC County.If rating is Projected,I certify that the building;design described herein is consisteritw,th the building plans,specifications; t and'other calcuiations submitted with:the permit application.lfrating is Confirmed I certify that the address referenced above has been inspectedt.testedand that the mandatory provisions of the lKC have been installed to,meet orexceed the intent of the 1KC-or will be verified as such by another party. - i Name: Michael Catalano Signature: { i Organization:. Green Guru LLC Digitally signed: 11/14/24 at 2:20 PM t, 1 4 ' Ekotrope RATER-Version 4.0.13519 20181ECCcompliag6e results calculated using:EkotroPe RATER's energyand code compliance algorithm. . Ekotrope RATER is a RESNETAccredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability.for the information shown on this report. New York ECCC 2020 Performance Compliance _Property Organization Inspedion Status 860 Griffing Street Green Guru LLC 2024-10-27 Cutchogue;NY 11935 Michael Catalano Rater 1D,(RT1N):0210214 RESNET Registered 0210214.224.860Griffing5treet11935 Builder (Confirmed) Robert Fischer Annual Energy Cost Design NewVbrk.ECCC 2020 Performance. As Designed Heating $1,949 -$1,781 Cooling $244. $242 Water.Heating $316 $3.16 Mechanical Ventilation $53 $93 SubTot_al-Used to determine compliance _. __ _ $3562 R_ $2,439 Lights&Appliances w%out Ventilation $1,459 $1459 Onsite generation $0 $0 Total $4A2t.—- ------- _ -- - - $3897 R405.3 Source Energy Exception:The proposed home uses 9.32 MBtu LESS source energythan the reference home. Requirements The proposed house-meets the NewYorkKCG2020 Perfarrnance reference energybill R4053 Performance basedcompliancepassesby5l% i requirementby:512341(932MBtu)y_.-_ 114014.1.2 Air Leakage Testing Arc sealing is 2.46 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. Ar - Area weighted averagefenestraUonSHGCts03ZThemaximumallowedvalueis[No I R4025 ea weighted average fenestratiGC' _ on SH - R402.5 Area-weighted average fenestration U-Factor Ughting E ui ment R403.6.1 Mechanical Ventilation Efficacy I R40333 DnictTesting --�- Mandatory code requirements that are not checked Mandatory Checklist NewYork 2020 Mandatory Requirements must be checked as complete. by EEkotrope_must be met � � R403°6 _ Mechanical Ventilation'Rate ®. R405.2 Duct Insulation Al'ducts outside the thermal envelope must be insulated to at least R&D. pesign.exceetis'requirements for New York ECCC2020 Performancetompliance:by 5.19/0. As'a 3rd party'eztension-of the code jurisdiction utilizing these.reports;t certify that this energy code compliance document has beencreaied in accordance with the requirements of Chapter of the adopted intemational Energy:eonservation code based on:SUFFOP(County.If mating is Projected I certify that the building design described herein is consistent with the.building plans, ;specifications and other calculationns submitted with the permit applications.If rating is Confirmed;I certify that the address referenced above.has been inspectedttested and that the mandatory provisions ofthe IECC have been installed to;meet or exceed:the intent ofthe MCC.ar will be verified as such by another party. Name: Michael Catalano Signature: Ak"cam" Organization: Green Guru LLC Digitally signed:. 11/14/24 at 2:20 PM Ekotrope RATER-Version 4.0.1.35:19 NewYork ECCC2020 Performance compliance results calculated using Ekotrope RATER`s energyand code compliance algorithm,including appropriate amendments Ekotrope RATER Is a RESNETAccredited HERS RatingTooC All resultsare based on data entered byEkotrope users Ekotrope disclaims all liabilityforthe information shownnn.this report 860 G riffl ng Street Cutchogue, NY 11935 -Builder:Robert Fischer I THIS HOME IS CERTIFIED TO MEET THE NEWYORK ECCC 2020 e 1 ENERGY a, Building Features { Ceiling Vaulted Roof,R-30 Duct Supply 11-8.0,.Return R-8.0 } Above Grade Walls R-1.9 Duct'Leakage to Outside Untested Forced Air(Exempt) .I Foundation Walls R-15 Total Dud-Leakage Untested,(Exempt) j 3 Framed Floor R-30 Heating Furnace•Natural Gas•96 AFUE Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Conditioner,Electric•143 SEER Infiltration 1809 CFM50(246 ACH50) Water Heating Residential Water Heater•Natural Gas•0.65 Energy Factor i Window U-Value;031,SHGC:0.32. i As a 3rd party extension of the code:jurisdiction:utilizing these reports,I certify thatthis energy code compliance document been created in accordance with the requirements of Chapter 4.of.the adopted International Energy.Conwi cation Code based on SUFFOLK County.if rating is Projected,I certify:that the building design described herein is consistentwith the building plans,specifications, and other calculations submitted with'.the permit application.If rating WConfirmed,I certify thai the address referenced above has been inspected/tested and that the mandatory provisions of the IKC have been installed to meet or exceed the intent of the IECC or will be verified assuch by another party. 1 Name: Michael Catalano Signature: Organization: 'Green Guru LLC Digitally signed: 11/14/24 at 2:20 PM gg i, f f Ekotrope RATER-Version 4.0.13519 3 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,Including appropriate amendments I Ekotrope RATER is a RESNEr Accredited HERS Rating Tool,All results are based on data entered by Ekofrope users. , Ekotrope disclaims all liability.for the information shown on thisseport.. i t Energy Code_ Inspection Checklist Property organization Inspection Status 860 Griffing Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.224.86OGriffingStreet11035 Builder (Confirmed) Robert Fischer General Building Information Conditioned Area(sq ft) 5,130 Conditioned Volume(cubic ft) 44,148 Insulated Shell Area:(sq ft) 11,823.98 The building energymodel in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what,has been,modeled.The inspection process should identify any changes and.ensure that the home continues to meetthe,applicable energycode. Slab Name:Slab(1,552 s:f.,215 ft.exterior perimeter) R 0 perimeter insulation,R-0 under-slab insulation. Framed Floor El Name:Second.Floor (623s.f.) R-0 continuous insulation,R-30.cavity insulation Insulation Grade:I Foundation Wall Name:FDW conditioned(Exterior Perimeter[ft]:239.58,Height Above Grade[ft]:T,Depth Below Grade[ft]:7) R=O continuous.insulation,R-15 cavity insulation Insulation Grade:l Fully insulated(top to bottom) Name:FDW conditioned(Exterior Perimeter[ft]:24S%HeightAbove Grade[ft]:1,Depth Below Grade[ft]:7) R70 continuous insulation,,R-15 cavity insulation Insulation Grade:I Fully insulated.(top to.bottom) Above Grade Wall Name:Walls(4,281 s.f.) R-0 continuous insulation,R-19'cavity insulation Insulation Grade:I 9 Energy Code.Inspection Checklist. Property Organization Inspection Status 860 Griffing Street Green-Guru LLC 2024-10-27 Cutchogue;NY 11935 Michael Catalano Rater 1D(RTIN):.0210214 RESNET Registered 0210214.224.860Griffing5treet11935 Builder (Confirmed) Robert Fischer Name:Walls Garage(2213 s.f.) R-0 continuous.insulation,.R=1.9 cavity insulation Insulation Grade:I Rim Joist Name:Rim(215 s.f.) R:20.00 Name:Rim to Garage (24.6 s.f.) Rc 20.00 Name:Band(260.8 s.f.) R:20.00 Ceiling./Roof Name:Ceiling (2,533 s.f.) R-0 continuous insulation,:R-30 cavity insulation. Insulation Grade:I Opaque Door Name:Front Door.(14.1 s.f.) R.2.80 Name:Side Door(23.5 s.f.) R:2.80 Name:Rear Slider(19.7 s.f.) R:2.80 Glazing Name:1 W(13.2s.f.), U:.0310,- SHGG 0.32, Orientation:SOUTH WEST , 2 Name:1 W(13.2 sf.), U:0310, SHGC:032, Orientation:SOUTH—WEST Energy Code Inspection Checklist Property Organization Inspection Status 860 Griffing Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.224.860GriffingStreet11935 Builder (Confirmed) Robert Fischer Name.1 W(13.2 s.f.), U:0.310, SHGC:0.32, Orientation:SOUTH-WEST Name:1 W(13.2 s.f.); U:0.310, SHGC:0.32, Orientation:SOUTH_1NEST Name:2W(42.7 s.f.), U:0310, SHGC:0.32, Orientation:SOUTH-WES ' Name:3W(132 sf.), U:0.310, SHGC:0.32, Orientation:SOUTHWEST Name:3W(13.2 sf.), U:0310, SHGC:0.32, Orientation:SOUTH WEST Name:3W(13.2 sf.), U:0.310,. SHGC:0.32, Orientation:SOUTH—WEST Name:3W(13.2'sf.), U:0.310,. SHGC:0.32, Orientation:SOUTH—WEST Name:3W(13.25.f.), U:0.310, -SHGC:0.32; Orientation:SOUTH—WEST Name:3W(13.2 sf.), U:0.310, SHGC:0.32, Orientation:SOUTHWEST Name:Sidelight(5.6 s:f.), U:0310, SHGC:0.32, Orientation:SOUTH—WEST Name:Front Door (7.8.s.f.), U:,0.310, SHGC:0.32, Orientation:SOUTH WEST El Name:Front Door 2(1.6 sf.), U:0.310, SHGC:032,. Orientation:SOUTHWEST E3 Name:Sidelight(5:6 s.f.), U:_0:310, SHGC 0.32, Orientation:SOUTHWEST Name:4W(150's f.), U:0310, SHGC:0.32, Orientation:SOUTH—EAST Name:4W(15.1:sQ', U:0310, SHGC:0.32, Orientation:SOUTH—EAST El Name:;5W(14.3 s:f.), U:0310, SHGC:0.32, Orientation:SOUTH-EAST Name:5W(14.3sf.), U:.0310, SHGC:0.32, Orientation:SOUTH—EAST 3 . Energy Code.Inspe:; one Checklist. Property Organization Inspection Status 860 Griffing Street Green-Guru LLC 2024=10-27. Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.224:860Griffing5treet11935 Builder- (Confirmed) Robert Fischer Name:6W(413 s f.), .U:0310, SHGC:03Z Orientation:-NORTH—EAST Name:7W(14.6 51), U:0310, SHGC:032; Orientation:NORTH—EAST Name:7W(14.6's.f.), U:0.310, SHGC:032, Orientation:NORTH—EAST Name:8W(12.8 sf.), U:0310, SHGC:0.32, Orientation:NORTHEAST' Name:9W(17.5 s.f.). U:031,0, SHGC:0:32, Orientation:.NORTH_EAST Name:9W07.5 s.f.), U:0310, SHGC,0.32, :Orientation:NORTH—EAST Name:Rear Slider(44.3 s.f.), U:0310; SHGC:032, Orientation:NORTH-EAST Name:10W(23.6 s:f.), U:0310, SHGC:032, Orientation:NORTH-EAST Name;9W(175 s.Q, U:0.310,. SHGC:,032, Orientation;NORTH-EAST Name:11 W(46.7.s.f.), U:0.310, SHGC 032,: Orientation:NORTH WEST Name:12W(18.2 s.f.), U,0310, SHGO 032, Orientation:NORTH -WEST Name:.12W.(18.2s.f), U:0310, SHGC.032, Orientation:NORTH—WEST Name:13W(9.4 sf.), U:0310, SHGC:032; Orientation:.NORTH WEST El Name:13W(9.4s.f.),. U:0310, SHGC:032, Orientation:NORTH-WEST Skylight None Present Mechanical Ventilation 4 Energy Code inspection Checklist Property Organization Inspection Status 860 Grilling Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 021:0214.224.860Griffing5treet11935 Builder (Confirmed) Robert Fischer ElMechanical.ventilation system rated for,_and.capable of,providing continuous ventilation. System shall include automatic timing controls. System type:ERV,24 hrs/day,,60:Watts. Mechanical Equipment El Fuel-fired-airdistribution(1)-Natural Gas-100%Heating Load @ 96 AFUE Air conditioner=Electric-100%Cooling Load @ 14.5 SEER Water Heating-Natural Gas-100%Hot Water Load @ 0.65 Energy Factor Air Leakage Control Test Status:Blower-door tested House is air-sealed as to achieve 1,809 CFM50(2.46 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7.ACH50. 2612 IECC Infiltration limit forthe design home is 3 ACH50. 2015 IECC Infiltration limit forthe design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 All ducts and.equipment within conditioned space Untested 5 Energy.cade.Inspection Checklist. Property Organization Inspection Status 860 Griffing Street Green.Guru LLC, 2024=10=27 Cutchogue;NY 11935 Michael Catalano Rater.ID(RTIN):0210214 RESNEr Registered 0210214:224.860GriffingStreet11935 Builder, (Confirmed) -Robert Fischer Duct Leakage Code Requirements forlEcc 20091ECC: Postconstruction LeakageTest Duct.Leakage to Outdoors<=8 CFM25%100 sq ft CIA. Rough in Test with AHU:Total Duct.Leakage<=b CFM25/100.sq ft.CFA. Rough in.Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CIA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage e,=4 CFM25/.100 sq ft CIA. Rough in Test with AH U:Total Duct Leakage<=4 CFM25/100 sq ft CIA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CIA. * Note:IECC 202-1 requiresTotal Duct Leakage<=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the,building thermal envelope. 2015 and 20181ECC Performance Paths'(Cost Compliance): Leakage testing is required UNLESS all.ducts and air handlers are located entirely within the thermal envelope: There is no pass/fail threshold for duct leakage on the performance path. Project Notes 6 Building Summary property organization Inspection Status 860 Grilling Street Green Guru LLC 202470-27 Cutchogue,NY 11935 Mfchaei Catalano Rat&11)(FMN):0210214 RESNEr Registered(Confirmed) 0210214.224.86OGriffingStreetl1035 Builder Robert Fischer General Building Information Number Of Floors 2 Con_ditionedfloorArea.[s_gL -- HasElectricVehideReatiySpace No Unc_onditionedattachedgarage7_.___Y-_ ------_� _Conditioned Volume[cU:ft j.. 44148 --- ResidenceType Single family detached r.__ Number of.Fl_oors in Build(ng�� - Roor Number Model Community RESNET/IECC2u0Cr2018ChmafeZorie 4A IECC 2021 Climate Zone 4A Foundation Wall " � j:F �1 J Name Library7ype Height Above Grade Depth BcloWGrade Perimeter Location Enclosing FDW conditioned' 1115,AM. 1 7: 23958, Exposed.Exterior Conditioned Space FDW conditioned' R=15„Full 1 7, 24.58 Exposed Exterior Conditioned Spare Foundation WaI1 Library list x. �� {,� Name Feet FromW:MTapTo Feet FromWat1TbpTo Is Fully insulated Continuouslivalue CavityR-value Effective insulation R- Contin_uous insulation Coutinuous insulation value Top Bottom R 15,Full. 'WA, WA Yes 0.00, 15.00 WA Name LibraryType Perimeter 'Floor Grade CarpetR Exposed Masonry Surface Area Location Enclosing Area Slab, Uninsulated; 215, Below Grade 1.23; 0` 1,552AfP Exposed Exterior Conditioned Space =10rary Name Wall Construction Slab Compietely Underslab' Perimeter Perimeter Perimeter Thermal Break" Effective R-value type insulated? InsulationWiidth Insulation Depth Insulation R Value Insulation is RI ft] Exterior Uninsulatedl W6odF6me1i No' 0' W 0 Yes No 0.0D Other, Building Summary, Property Organization inspection status' 860Griffing Syeet Green Guru LLC 2024-1047 Cutchogue,NY 1,1935 Michael Catalano Rater il),(RTI*0210214 RESNETRegistered(Confirmed) 0210214.224.860GriffingStmetl l935 Builder Robert Fischer Framed Floor Name Libraryrype CarpetR FloorGrade surface Area Location Second Floor 1130' 1.23f Above:Grade, 6210it= . Uncondftioned;attached garage' ,Framed Floor Library List Name Effective R-value R30, 28.66 Rim Joist Name Library7ype' surface Area. Location Band' R 19.0 260.8 fe Exposed Exterior Rim: R 19.0' 215.0 fe Exposed Exterior. Rim to Garage:, . R'19,0 24.6fe. Unconditioned,attached,g'arage.' Rim Joist Library List Name Effective insulation it-value R7 9.0, 20:00' Name Librarylype Surface Color Solar Absorptance surface Area Location Walls, : R-19; Medium, 0.79 4;281:0$' Exposed.Exterior, Walls Garage R41 Medium, 05- 221.3fe Unconditioned attached, garage;` 2 Building Summary Prop" Organization Inspection Status 860 Grilling Street Green Guru LLC 2024-1 0-2 7 Cutchoguer NY 11935 Michael'Catalano Rater ID(RTIN):0210214 RESNET Registered(Confirmed) 0210214.224.86OGriffing5treetl1935 Builder Robert Fischer Wall[.ibrar�►List Name. Effective R-value $-19i 16.798 Name LibraryType Wall Foundation Wall Is Operable. Overhangg OverhangFtTo'Overhang7t7o Orientation Surface Area Assignment Assignment Depth Top Bottom 10W DbVLoE Walls Yes i, 18.9 23.1 Northeast 23.6fe Wood3132; 11W DbULoE= Walls Yes. 1 9.2 145 Northwest 46.7fe Wood3132" 12W bbVLoE-; Walls Yes' 1l 15.1 213 Northwest 182ft Wood3132' 12W DbVLoE2 Walls Yes 1 15.1 213 Northwest 18.2ft Wood3192 13W; DbVLoE- Walls Yes' 1' 8.6 143 Northwest 9Afe Wood3132, 13W DbULoE-: Walls Yes 1 8.6 143 Northwest We Wood3132 1W D61/LoE=: Walls' Yes 1; 6 10.7 Southwest 132ft "Wogd3132; 1W, DbVLoE, Walls. Yes 1 6 10.7 Southwest 132fe Wood3132. • 1W' DbVLoE- Walls' Yes 1 6 low Southwest 13.2fe Wood3132 1W- DbVLoE Walls Yes' 1 6 10.7 Southwest 132fe Vood31321 2W• DbVLoE' Walls Yes T 8 133 Southwest 42.7ft Wood3132, 3W Dbl/of-: Walls Yes 1. 113 17 Southwest 132fe Wood3134, 3W` DbVLoE; Wails Yes 1, 113 17 Southwest 132fe W06d3132, 3W. DbVLoE Walls Yes 1 113 17 Southwest 132 fe Wood31321 3W, DbVLoE= Walls Yes 1 113 17 Southwest 132fe W_ood3132; 3W Dbl/LoE Walls Yes 1 . 113_ 17 Southwest 132fe Wood3132 3W' DbVLoE Walls Yes 1, 113 17 Southwest 132fe Wood3132, 4W. DbVLoE- Walls Yes 1 0 52 Southeast 15.1 fe 0.00132, 4W" Db1/LOE Walls Yes 1• 0 5.2 Southeast 15.1 fe Nlood3132? 5W' DbVLoE-; Walls Yes 1' 6 10.9 Southeast 143fe Wood3132'. 5W DbVLoE Walls Yes 1, 6 10.9 Southeast 143fe Mood31321 3 Building Summary Properly Organisation Inspection status 860 Griffing Street Green Guru LLC' 2024-1047 Cutch6gue.NY 119-15 Michael Catalano Rater ID OMN):0210214 RESNETRegistered(Confirmed) 0210214.22426OGriffing5treett 1935 Builder Robert Fischer Name UhraryType. Wa11'FoundatknWall Is Operable: Overhang OverhangFtTo •OyeihangFtTo Orientation Surface Area Assignment Assignment Depth Top Qottom 6W: DbVLoE Walls Yes l 82 133 Northeast 413ft wood Al_32 7W; . DbULOE-, Walls Yes 1 103: 15.5 Northeast 14.6fe -Wood31321 . 7W' DbU qE Walls Yes :1• '103 155 _ Northeast' 14.6fe Wood3132 SW DbVLOE, Walls Yes 1, -163 13.9 Northeast 128ft'- Wood3132 9W Dbt/LOE Walls' Yes 1 4.8 10.8 Northeast, 175ft: -Wood3132 9W DbVLOE Walls Yes 1. 4.8 10.8 Northeast' 17Sfe Wood31.32. 9W Dbl/LoE; Walls Yes" 1` 11-3 173 Northeast' 17.5fe Wood3132; FrontDoorl, DbVLoE„ Walls, Yes 9;. .21.. 6.2 Southwest 7.8fe Wood3l32 Front Door 2 DbiJL6r= Walls Xes' 9" 7A' 83 Southwest loft Wood3132 Rear slidei Dbl/LoE Walls Yes, 1 '18.9; 25.9 Northeast 443fe Wood3132 Sidelight' bbl/LoE! Walls. Yes'. 9; 2.1 8.8 Southwest SbfP WOgd3132 Sidelight DbV-LoE,= Walls Yes 0' -21 8.8 Southwest,, WoodMZ G'laing Library List Name 5hgc U-factor Dbl/LoE-.WO00132 0321 0310 a, �y StCy/tlQitt',' None Present SkytigF>It Library List None Present. 4 Building Summary Property Organization Inspection Status 860 Grilling Street' Green Guru LLC. 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater ID O111 Oil0214 RESNETRegistered(Confirmed) 0210214.224860GdffingStreetl 1935 Builder Robert Fischer d�tis Opaque Door ��,� ', Name Library7ype Wall Assignment Foundationwall Emittance.SolarAbrrptance Surface Color Surface Am Location Assignment Front Door:;2-1/4Wd solid core: Walls 0.9' 0.75- Medium 14.1:fe Exposed Exterior Rear Slider,2=1%4Wdsolid core Walls 0.9' '0.75 Medium -19J.WExposed.Exterior Side Door 21/4 Wdsolid core Walls 0.9 0.75, Medium 235'fe Exposed Exterior L. Opaque Door Literary List �.� !: Name Effective 8-value 2-1/4 Wd solid core .280 Roof insulation � � ` Name Library Attic Ciayor Doesthe Roofslope Ceiling EaveHe]ght Eave Surface Solar surface Location Type Exterior Concrete Roof have Frami.g 1..) Length[:..] Color Absorptance Area AreaffI Roofiiles Eaves? "eightI..., Ceiling Ft30,: 2.533� No,' No, WA WA WA WA. Mediurn 0.75 2.533.0fe Vaulted Roof Vau@ed4 Roof insula#ion Library List ��'°{:� Name Has Radiant Barrier Effective R-value R-30,Vaultedt No: 26209 1Nhole House lnfltration - �� L Y w Infiltration Measurement7we Shelter Class 1809 CFM at 50 Pa Blower-doortested 2- Building Summary Property Organization .Inspection status so Gri fiog Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano :Rater ID(RTIN):0210214 RESNE-rRegistered,(Confirmeco 0210214.224.860GriffingStreet11935 Builder Robert Fischer Mechanical 11 Ventt7ation7ype-Ventilation Rate[ft'/ Operational hours Fan Welts Runs once every Energy Recovery Model Number Manufacturer Minute] - perday three hours Percent ERV; 100 6 .- 24 '60 Watts: No 66'•. Lighting %Interior Fluorescent %hrter(orLEDUghting %Exterior Fluorescent %Exterior LED Lighting %.Garage Fluorescent %Garage LED.Lighting. Lighting Lighting Lighting:- Onsite Generation None Present Onsite Generation Library List None Present Solar Generation None Present Dehumidifier None Present. ME i List None Present' 6 Building Summary Property organization Inspection Status 860 Griffing Street Green Guru.LLC 2024-10-27 Cutdiogue,NY 11935 Michael Catalano Rater ID IRTiN):0210214 RESNETRegistered(Confirmed) 0210214.224.860GriffingStreetl 1935 Builder Robert Fischer None Present -Whole House Fan Library List �` None Present a ; Conditioning Equipment kx Name Libraryllype Serial(dumber Heating Percent Load Cooling:Percent Load Hot Water Percent Load Location Air conditioner 14.55EERAX44on 0% 100* 045, Conditioned Space Fuel-fired air distribution .96AFUEGasFurn70k' 100%, 0%. 0$6 Conditioned5pace Water Heating' '50'ga1.0:65EF.Gas 04b 0?6; 10044: Conditioned Space r_' --_-" C-4 ton entType.__A_ AirConditioner pe - ---- --- Electric uon Type_,.__� Forced Alc PSC{SrngleSpeed) mp5ystemTYi?e Split Syste Efficiency 14 5 SEER Capadty[Itulhl^ EquipmentType:50 gal.0.65EF Gas EguipmenfType _—_ __ Residential'Water Heater FuelType Natural Gas _DistritiubonType _-_ _ _-.-_ __._ _ HYdrorncbelrvery(Radlant) Hot Water Efficiency 4 - _ __-__ .0.65 Erjergy Factor So. Hot Water Capacity[kBtu/h)T 42 ^RecoveryEificiency= _. -- - - --'072 - - - " 7 Building Summary, Property Organization Inspection Status 866 Griffing Street Green Guru LLC' 264 70-27 Cutchogue NY71935 Michael Catalano Raterl1)(RTiNi-0210214 RESNETRegistered(Confirmed) 0210214.224260GriffingStreett 1935 Builder Robert Fischer Equipment=Type-_96AF1EGasFurn7Qk EquipmeritType — --N _-- - —=Furnace Fuel Type Natural Gas Orced�{Ur MotorType - PSC(SingleSpeed) — HeatingEfficiency- --- _--- -• - __-_ 96AF-UE_____,___ Heating,Caeoty DBtu/h). 70. - _-- Use'defauit EAE No _ --._"_ .."__-__-__ __ _— -.-- ----_----- --__-�______ E --- AE[kWh) 007. Distributioon System FarcedAir Heating Equipment Fuel fired airdistribution(1) Cooling Equipment _ _ _ Aircondrtioner —µ _ Is All Equipment Id Conditioned Space.' Yes. .. . . . . . . . : —� Leakage Default__ Duct System Efficiency 0.88 H1lAC Grading HMAC_Grading NotConducted �Ceiting Fan Jig Water Distribution Use Default Hot Water Pipe Length Na At LeastR3,Pipe insulation? Yes Hot Water Recirculation System?_ - _ __ ._No_._.-_ _ ------ -- - - --- Drain Water Heat RRe6very7 No: 'Clothes Dryer -232 Fuel Type Natural Gas Field.Utiflzatio_n _ _ _ MolsturdSensing__—____" Is Outside Conditioned Space -- _ - No - �Clothes DryefAvailable _ .� __ _ Yes DefaultsType —Custom— 8 Building Suftimary Prop" organization inspection status 860 Grilling Street Green Guru LLC 20241 G-27 Cutch-ogue,NY 11935 Michael Catalano Rater)p{R11N):0210214 RESNETRegistered(Confirmed) 0210214.224.860GriffingStreet11935 Builder Robert Fischer Clothes Washer Label_EnergyRating-__�—M_ _------152-kWh/Year - Annual Gas Cost _ _ $12.00 Electric Rate__ _� _`__ _ 5o.17JkWh. --- Gas-Rate $1.09frherm Capadty-------- --- --- - -.4.2, Imef, 2 06 ENERGYSTAR'�_�___.— Load Type Front-load Loads Per Week,— -,__ Is Outside Conditioned Space` _..,_ .__N°___ Dishwasher _DishtnrasherDefaultsType__.__ ___ __- __—_ ENERGYSTARStandard ___ Dishwasher Size Standard DishwasherEfficiency _ _ _— _-_ _270kft .Annual Gas Cost $22.23 Gas Rate~ - $1.09/fhenn. Is Outside Eonditioned Space _ :No DtshwasherAvailabte' Yes Appliances and Controls Programmable.therrmostat?_ _�Y—^ —_ Yes ^Range/OVen Fuel Natural Gas ConvedtonOven7 Yes Induction Range? Yes 'Rog e/O_yen Outside Cond1honed Space?__ _ 4 ._Na_ RefngeratorConsurription _691 kWh/Year --�- RefrigeratorOutsideCondrtioned:Space?; Notes 9 Builder Affidavit Property Organization Inspection Status 860 Griffing Street Green Guru LLC 2024-1-0-2.7 Cutchogue;NY 11935- Michael Catalano Rater 1D(RTIN):.0210214' RESNET Registered 0210214.224.860GriffingStreet11935 Builder (Confirmed) Robert Fischer Important Notice to Builder Builder affirms in this.affidavit that all building characteristics described in the Building Summary Reportaccurately reflect this New Home:Builder agrees to allowthe Home Energy Rating System(HERS)Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion.The HERS Provider and Rater do not create or imply any duty or to Builder or.any subsequent owner.Builder is responsible for taking any actions necessary to protect Builder's interest.There is no guarantee orwarranty whatsoever expressed or implied from the HERS Provider or Rater. - HERS°Index Score:57 Builder Name:Robert Fischer Builder Signature:. Name: Michael Catalano. Signature: /N&"C'a M Organization: Green Guru LLC Digitally signed: 11/14/24 at 2:20 PM Ekotrope RATER-Version 40.13519 All results are,based on data entered by Ekotrope users:Ekotrope disclaims:all liabilityforthe information shown on this report A M P Arch I L e Ct u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build August 3, 2022 Re: NOFO Estates Griffing St—Lot 1 Cutchogue NY To Whom It May Concern, Enclosed please find Manual J and S and the HERS rating for Lot 1.The application was submitted on 8/2/22. Please contact our office if you have any questions. Thank you, Jess Magee Page 1 of 1 4 Manual S Compliance Report Job: 0210214.22413.1-otlGriffing... Date: Jul 11,2022 A.H.-Lower By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 38617 Btuh Entering coil DB: 76.1'F Outdoor design WB: 71.7°F Latent gain: 1746 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 40364 Btuh Indoor RH: 50% Estimated airflow: 1817 cIrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Lennox Model: EL18XCV 060-230A**+CR33-60+ML180DF110E60C*+TDR+TXV Actual airflow: 1817 cfi71 Sensible capacity: 38150 Btuh 99%of load Latent capacity: 16350 Btuh 936%of load Total capacity: 54500 Btuh 135%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 48354 Btuh Entering coil DB: 67.4°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: NAVIEN,INC. Model: NCB-240/130H Actual airflow: 1817 curl Output capacity: 120000 Btuh 248%of load Meets all requirements ofACCA Manual S. wrightsoft 2022-Pug-03 08:55:30 Right-Suite®Universal 202222.0.03RSU26941 Page 1 AC'+CA ...gue Estates-loWl-bob\Grifing Street Lotl.rup Calc=MJB FrontDoorfaces:N f Manual S Compliance Report Job: 0210214.224D.LotlGriffing... Date: Jul 11,2022 A.H.-Upper By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 15913 Btuh Entering coil DB: 78.1°F Outdoor design WB: 71.7°F Latent gain: 3659 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 19573 Btuh Indoor RH: 50% Estimated airflow: 687 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Lennox Model: ML14XC1S024-230A** Actual airflow: 687 cfi71 Sensible capacity: 14420 Btuh 91%of load Latent capacity: 6180 Btuh 169%of load Total capacity: 20600 Btuh 105%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 30112 Btuh Entering coil DB: 65.9°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: NAVIEN,INC. Model: NCB-240/130H Actual airflow: 687 ch Output capacity: 120000 Btuh 399%of load Meets all requirements ofACCA Manual S. ` wrightsoft 2022-Aug-0308:55:30 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 2 +CA ...gue Estates-lot#1-bob\Grifing Street Lotl.rup Calc=MJ8 FrontDoorfaces:N c Load Short Form Job: 0210214.224D.LotlGriffing... Date: Jul 11,2022 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 15 85 Method Blower door Inside db('F) 68 75 Shielding/stories 2(few obstruclions)/3 Design TD('F) 53 10 Pressure/ACH/AVF 50 Pa/3.0/1643 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual airflow 0 dm Actual airflow 0 cfrn Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF OF) (Btuh) (Btuh) (dm) (cfm) A.H.-Upper 2034 28539 13616 687 687 A.H.-Lower 3095 47087 36435 1817 1817 Entire House 5129 75626 50051 2504 2504 Other equip loads 2839 1067 Equip.@ 0.90 RSM 45955 Latent cooling 3331 TOTALS 1 5129 1 78465 1 49286 1 2504 1 2504 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2022-fig-03 08:55:30 „.......... Right-Suite®Universal 2022 22.0.03 RSU26941 Page 1 ACCP. ...gue Estates-lot#1-bob\Grifing Street Lotl.rup Calc=MJ8 FronlDoorfaces:N Load Short Form Job: 0210214.224D.LotlGriffing... Date: Jul 11,2022 A.H.-Lower By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:vvm.greenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db('F) 15 85 Method Blower door Inside db('F) 68 75 Shielding/stories 2(few obstructions)/3 Design TD(°F) 53 10 Pressure/AVF 50 Pa/1762 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(grAb) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Lennox Trade NAVIEN Trade LENNOX Model NCB-240/130H Cond EL18XCV-060-230A** AHRI ref 205400818 Coil CR33-60+ML180DF110E60C*+TDR+TXV AHRI ref 206339514 Efficiency 95AFUE Efficiency 11.7 EER,16 SEER Heating input 130000 Btuh Sensible cooling 38150 Btuh Heating output 120000 Btuh Latentcooling 16350 Btuh Temperature rise 60 'F Total cooling 54500 Btuh Actual airflow 1817 cfm Actual airflow 1817 cfm Airflowfactor 0.039 dm/Btuh Airflowfactor 0.050 chi/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.96 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF OF) (Btuh) (Btuh) (cfm) (dm) Den 404 7357 7321 284 365 Stair 1 56 0 0 0 0 Kitch/Great Rm. 796 7133 5456 275 272 Bath 2 50 0 0 0 0 Mud Rm. 213 3263 1387 126 69 Cl.8 12 0 0 0 0 CI.7 15 0 0 0 0 Basement 1321 29335 22271 1132 1111 Stair 3 52 0 0 0 0 Mech Rm. 176 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wr ghtsoft, 2022-Aug-0308:55:30 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 2 ACCP. ...gue Estates-lot#1-bob\Griffng Street Lotl.rup Calc=MJ8 Front Door faces:N A.H.-Lower 3095 47087 36435 1817 1817 Other equip loads 1267 2182 Equip.@ 0.90 RSM 34717 Latent cooling 1746 TOTALS 3095 48354 36463 1817 1817 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2022-Pug-0308:55:30 ,V� �., .,.. ,„„.,,,.,�„ Right-Suite®Universal 2022 22.0.03 RSU26941 Page 3 .IM ...gueEstates-lot#1-bob\Grifing Street Lotl.rup GaIc=MJ8 Front Door faces:N Load Short Form Job: 0210214.224D.LotlGriffing... Date: Jul 11,2022 A.H.-Upper By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db('F) 15 85 Method Blower door Inside db('F) 68 75 Shielding/stories 2(few obstructions)/3 Design TD('F) 53 10 Pressure/AVF 50 Pa/1762 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(grAb) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Lennox Trade NAVIEN Trade LENNOX Model NCB-240/130H Cond ML14XC1S024-230A** AHRI ref 205400818 Coil D(R,S,T)24A34+ML196UH090XE36C'+TDR AHRI ref 206726037 Efficiency 95AFUE Efficiency 13.3 EER,16 SEER Heating input 130000 Btuh Sensible cooling 14420 Btuh Heating output 120000 Btuh Latent cooling 6180 Btuh Temperature rise 159 °F Total cooling 20600 Btuh Actual airflow 687 cfm Actual airflow 687 dm Airflowfactor 0.024 cfm/Btuh Airflowfactor 0.050 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (ctm) (cfm) Msti:Bed 241 4308 2526 104 127 Mstr.Bath 178 3172 789 76 40 CI.1 20 0 0 0 0 Bed 1 148 3305 2196 80 111 Chase 1 8 0 0 0 0 W.I.C.1 30 0 0 0 0 W.I.C.2 65 1511 264 36 13 Hall 1 171 0 0 0 0 Bath 1 78 0 0 0 0 Bed 2 168 3511 1851 85 93 CI.2 18 0 0 0 0 Cl.3 27 0 0 0 0 Bed 3 132 4714 2524 113 127 Laundry 70 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w`rightsoR, 2022-Fug-03 08:55.30 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 4 ft!^iCl1 ...gue Estates-lot#1-bob\Griffing Street Lot1.rup Calc=MJ8 Front Door faces:N Cl.5 48 0 0 0 0 CI.4 40 0 0 0 0 Bed 4 432 8017 3467 193 175 Cl.6 104 0 0 0 0 Stair 4 56 0 0 0 0 A.H.-Upper 2034 28539 13616 687 687 Other equip loads 1572 2297 Equip.@ 0.90 RSM 14306 Latent 000ling 3659 TOTALS 2034 30112 17965 687 687 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2022-Aug-0308:55:30 Right Suite(DUniversal2022 22.0.03 RSU26941 Page 5 ACCA ...gue Estates-lot#l-bob\Grifing Street Lotl.rup Calc=MJ8 FrontDoorfaces:N . r Buildin Anal Job: 0210214.224D.Lot1Griffing... g 7y Date: Jul 11,2022 Entire House Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor. Heating Cooling BrookhavenAP,NY,US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD(°F) 53 10 Latitude: 41°N Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 26.1 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 2(few obstructions)/3 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1643 chn Component Btuh/ftz Btuh %of load Walls 3.5 16608 21.2 Ventilation Glazing 15.3 7869 10.0 Walls Infiltration Doors 20.6 1583 2.0 Ceilings 14.8 26862 34.2 Floors 4.4 10372 13.2 Infiltration 3.2 12332 15.7 Glazing Floors Ducts 0 0 Piping 0 0 Humidification 0 0 Doors Ventilation 2839 3.6 Adjustments 0 Ceilings Total 78465 100.0 Component Btuh/ftz Btuh %of load Walls 0.7 3259 6.4 Walls Ventilation 4 Glazing 25.0 12848 25.1 Internal Gains Doors 9.3 718 1.4 Infiltration Ceilings 13.3 24149 47.2 Glazing Floors Floors 0.8 1851 3.6 Infiltration 0.3 1096 2.1 Ducts 0 0 Ventilation 1067 2.1 Internal gains 6130 12.0 Other Blower 0 0 Totalstments 51118 100.0 Ceilings Latent Cooling Load=3331 Btuh Overall U-value=0.157 Btuh/ft2--°F Data entries checked. "rk wrightsoft" 2022-Pug-03 08:55:30 �. .M... w.,...,�, Right-SuiteO Universal 2022 22.0.03 RSU26941 Page t ACCt\ ...gue Estates-Iotffl-bob\Grifing Street Lotl.rup Calc=MJ8 FrontDoorfaces:N r Buildin Anal Job: 0210214.224D.Lot1Griffing... g J Date: Jul 11,2022 A.H.-Lower W. Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:midiael@greenguru.org Web:www.greenguru.org Project • • For. Lot 1,Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 53 10 Latitude: 41 ON Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(grAb) 26.1 31.1 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 2(few obstructions)/3 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1762 cfm Component Btuh/ft2 Btuh %of load Walls 3.5 9191 19.0 Ventilation Glazing 15.4 3738 7.7 Walls Infiltration Doors 20.6 1583 3.3 Floors Ceilings 14.9 26839 55.5 Floors 3.0 986 2.0 Glazing Infiltration 3.2 4750 9.8 Duds 0 0 Piping 0 0 Doors Humidification 0 0 Ventilation 1267 2.6 Adjustments 0 Ceilings Total 48354 100.0 Component Btuh/ft2 Btuh %of load Walls 0.4 1177 3.0 Walls Blower Glazing 26.0 6336 16.4 Glazing Internal Gains Doors 9.3 718 1.9 Ceilings 13.4 24140 62.5 Floors 0.4 143 0.4 Other Infiltration 0.3 422 1.1 Duds 0 0 Ventilation 476 1.2 Internal gains 3500 9.1 Blower 1707 4.4 Adjustments 0 Ceilings Total 38617 100.0 Latent Cooling Load=1746 Btuh Overall U-value=0.163 Btuh/fF--'F Data entries checked. 4F wrightsoft- 2022-Aug-03 08:55:30 ''Q_ ...„ Right-Suite@ Universal 2022 22.0.03 RSU26941 Paget ACCK ...gue Estates-lot#1-boblGrifing Street Lott.rup Calc=MJ8 Front Door faces:N Buildin Anal $I$ Job: 0210214.224D.Lot1Griffing... g Y Date: Jul 11,2022 A.H.-Upper By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:Mchael@greenguru.org Web:www.greenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Design C• • • Location: Indoor: Heating Cooling BrookhavenAP,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 53 10 Latitude: 41 ON Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 26.1 31.1 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 2(few obstructions)/3 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1762 cfrn Component Btuh/fF Btuh %of load Walls 3.6 7417 24.6 Ventilation Glazing 15.3 4132 13.7 Walls Doors 0 0 0 Ceilings 1.5 23 0.1 Infiltration Floors 4.6 9386 31.2 Infiltration 3.2 7582 25.2 Duds 0 0 Piping 0 0 Humidification 0 0 Glazing Ventilation 1572 5.2 other lk Adjustments 0 Floors Total 30112 100.0 Component Btuh/ft2 Btuh %of load Walls 1.0 2083 13.1 Glazing 24.1 6513 40.9 Walls Blower Doors 0 0 0 Ventilation Ceilings 0.6 8 0.1 Floors 0.8 1709 10.7 Internal Gains Infiltration 0.3 674 4.2 Duds 0 0 Ventilation 591 3.7 Internal gains 2630 16.5 Glazing Infiltration Blower 1707 10.7 Adjustments 0 Floors Other Total 15913 100.0 Latent Cooling Load=3659 Btuh Overall U-value=0.150 Btuh&--°F Data entries checked. wrightsoft 2022-Pug-03 08:55:30 �. .,.,,..,,.,..w„_...�,..,, Right-Suite@ Universal 2022 22.0.03 RSU26941 Page gue Estates-lot#1-bob\Griffing Street Lott.rup Calc=MJ8 Front Door faces:N I AED Assessment Job: 0210214.224D.Lot1Griifing... Date: Jul 11,2022 Entire House By- Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:n ichael@greenguru.org Web:www.greenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD(T) 53 10 Latitude: 41°N Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(gdlb) 26.1 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Ex• • Hourly Glazing Load 16,00 14,00 12,00 m 10,00 8,00 6,00 4,00 2,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day Hoialy /A—ge /AED Iimil Maximum hourly glazing load exceeds average by 39.9%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1061 Btuh (PFG-1.3*AFG) wrightsoft- 2022-Aug-03 08:55:30 '1 . ,,,,•,„, ,..,.N. um, Right-Suite@)Universal 2022 22.0.03 RSU26941 Pagel ACCA ...gue Estates-lot#l-bob\Grifing Street Lotl.rup Calc=MJ8 FrontDoorfaces:N AED Assessment Job: 0210214.224D.Lod Griffing... Date: Jul 11,2022 A.H.-Lower By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 53 10 Latitude: 41 ON Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(grAb) 26.1 31.1 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 8,00 7,00 6,00 m 5,00 0 4,00 c� 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /F.,.fy /Avemge /AED R d Maximum hourly glazing load exceeds average by 46.0%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 797 Btuh (PFG- 1.3*AFG) wrightsof - 2022-Aug-03 08:55:30 ^� .—.k ,.,,.,,.�«- m, Right-Suite®Universal 2022 22.0.03 RSU26941 Page 2 ACCl� ...gueEstate.1. 1-bob\Grifing Street Lot1.rup Calc=MJ8 Front Door faces:N AED Assessment Job: 0210214.224D.Lo"Griffing... Date: Jul 11,2022 A.H.-Upper Br: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:nn chael@greenguru.org Web:wwwgreenguru.org Project Information For: Lot 1,Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor. Heating Cooling BrookhavenAP,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 53 10 Latitude: 41'N Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture differenoe(grAb) 26.1 31.1 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 8,00 7,00 6,00 m 5,00 4,00 c� 3,000 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Hourly /Average 1 AED limit Maximum hourly glazing load exceeds average by 34.6%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 264 Btuh (PFG- 1.3*AFG) 'F' wrightsoft- 2022-Pug-0308:55:30 Right-Suite@)Universal 2022 22.0.03 RSU26941 Page 3 ACCK ...gue Estates-lot#l-boblGrifing Street Lotl.rup Calc=MJ8 FrontDoorfaces:N N Second Floor CI.1 111 cUn I 93,cfm Bed 1 Mstr Bath ed 2 Stair 4 76 cfm Chase w.I.C'. CI.2 390 c cfrn Cl.3 ?' 11,E 6" 6" $Mstr..Bed 0 9„ 6" Bath'1 W.I:C.2, Bed 3 II 1 36' f n 127 cfm Cfrn 101, Lau "30 cfm 6 Ct.4 Cli 5- Bed 4• - 96 cf n 96 fm Cl.,6 ob#: 0210214.224D.Lot1GriffingStreet11935. Green Guru,LLC Scale:1 :105 Performed for: Page 1 12Arbutus Court,Suite 2 NghtSuite®Universal 2022 Lot 1,Griffing Street Greenlawn,NY 11740 22.0.03 RSU26941 Cutchogue,NY 11935 Phone:631.398.6906 2022-Aug-03 08:55:48 wwwgreenguru.org michael@greenguru.org W-bob\Griffing Street Lotl.n,p N First Floor Ts9 cfm 122 cfrn 69 cfm Stair 1 /122 cfm Kitch/Great Rm. d Dien 122 drn 69 cfm Bath 2 26 cfrn Mud Rm. f-la G.7 Garage I ob#: 0210214.224D.Lot1Grif ingStreet11935. Green Guru, LLC Scale:1 :105 Performed for: Page 2 12 Arbutus Court,Suite 2 MghtSuite®Universal 2022 Lot 1,Griffing Street Greenlawn,NY 11740 22.0.03 RSU26941 Cutchogue,NY 11935 Phone:631.398.6906 2022 Aug-03 08:55:48,..t#1�obkGnffing Street Lotl.rup www.greenguru.org michael@greenguru.org N Basement 5" 377 cfm \\",Stair 3 9" 377cfm Basement 15" 19' Mech Rm. 377cfm 12" 9„ 6" ,22 ob#: 0210214.224D.Lot1GrifFingStreet11935. Green Guru, LLC Scale:1 :105 Performed for: Page 3 12Arbutus Court,Suite 2 RightSuite®Universal 2022 Lot 1,Gri fang Street Greenlawn,NY 11740 22.0.03 RSU26941 Cutchogue,NY 11935 Phone:631.398.6906 2022-Aug-03 08:55:48 www.greenguru.org michael@greenguru.org 11-bob%Griffing Street Lotl.rup Duct System Summary Job: 0210214.224D.Lot1Griffing... y Date: Jul 11,2022 A.H.-Lower Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.12 in H2O 0.12 in H2O Available static pressure 0.38 in H2O 0.38 in H2O Supply/return available pressure 0.259/0.121 in H2O 0.259/0.121 in H2O Lowest fit lion rate 0.113 in/100ft 0.113 in/100ft Actual airflow 1817 cfm 1817 drn Total effective length(TEL) 337 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (dm) FIR (in) (in) Mat! Ln(ft) Ln(ft) Trunk Basement h 9778 377 370 0.147 9.0 Ox 0 ShMt 16.4 160.0 st9 Basement-C h 9778 377 370 0.113 10.0 Ox 0 ShMt 34.9 195.0 st8 easement-D h 9778 377 370 0.141 9.0 Ox 0 ShMt 24.0 160.0 st8 Den c 2440 95 122 0 0 Ox 0 ShMt 0 0 Den-A c 2440 95 122 0.116 7.0 Ox 0 MtFx 29.1 195.0 SO Den-B c 2440 95 122 0.120 7.0 Ox 0 ShMt 26.0 190.0 st8 K WGreat Rm. h 1783 69 68 0.122 6.0 Ox 0 MtFx 32.0 180.0 st9 Kitch/Great Rm:A h 1783 69 68 0.149 5.0 Ox 0 ShMt 33.4 140.0 st8 Kitch/GreatRm:B h 1783 69 68 0.134 6.0 Ox 0 MtFx 43.0 150.0 st8 Kitch/GreatRm C h 1783 69 68 0.129 6.0 Ox0 MtFx 31.0 170.0 st8 Mud Rm. h 3263 126 69 0.163 6.0 Ox 0 ShMt 19.0 140.0 SO SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (Cfm) FIR Opm) (in) (in) Material Trunk SO PeakAVF 1056 1066 0.113 869 15.0 0 x 0 ShtMeti st1 st9 PeakAVF 667 629 0.116 849 12.0 0 x 0 ShtMeti SO st1 PeakAVF 1722 1695 0.113 875 19.0 0 x 0 ShtMeti ' wrightsoft- 2022-Aug-03 08:55:30 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 1 XC,K ...gue Estates-loWl-bob\Grifing Street Lotl.rup Calc=MJ8 FrontDoorfaces:N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb13 Ox 0 1817 1817 107.2 0.113 688 22.0 Ox 0 ShMt wrightsoft, 2022-Aug-03 08:55:30 Right-Suite®Universal 2022 22.0.03 RSU26941 Paget ACCA...gue Estates-lot#1-boblGrifing Street Lotl.rup Calc=MJB Front Door faces:N Duct System Summary Job: 0210214.224D.Lot1Griffing... Y Date: Jul 11,2022 A.H.-Upper By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.12 in H2O 0.12 in H2O Available static pressure 0.38 in H2O 0.38 in H2O Supply/return available pressure 0.310/0.070 in H2O 0.310/0.070 in H2O Lowest friction rate 0.087 in/100ft 0.087 in/100ft Actual airflow 687 cfm 687 chi Total effective length(TEL) 438 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (dm) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bed 1-A c 2196 80 111 0.097 7.0 Ox 0 MtFx 40.8 280.0 st13 Bed 2 c 1851 85 93 0.145 6.0 Ox 0 MtFx 24.3 190.0 st3 Bed 3 c 2524 113 127 0.142 7.0 Ox 0 MtFx 13.9 205.0 st3 Bed 4 h 4009 96 87 0.121 6.0 Ox 0 MtFx 40.6 215.0 st3 Bed 4-A h 4009 96 87 0.087 7.0 Ox 0 MtFx 47.6 310.0 st3 Mstr.Bath h 3172 76 40 0.134 6.0 Ox 0 MtFx 30.7 200.0 st13 Mstr.Bed c 1263 52 64 0.126 5.0 Ox 0 ShMt 26.8 220.0 st12 Mstr.Bed-A c 1263 52 64 0.106 6.0 Ox 0 MtFx 26.8 265.0 st13 W.I.C.2 h 1511 36 13 0.108 5.0 Ox 0 MtFx 21.8 265.0 st12 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) 0111) FIR (fpm) (in) (in) Material Trunk st3 PeakAVF 391 396 0.087 725 %0 0 x 0 ShtMeti st13 PeakAVF 208 214 0.097 614 8.0 0 x 0 ShtMeti st2 st12 PeakAVF 88 77 0.108 449 6.0 0 x 0 ShtMeti st2 st2 PeakAVF 296 291 0.097 670 9.0 0 x 0 ShtMeti wrightsoft" 2022-Aug-03 08:55:30 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 3 ACCA ...gue Estates-loWl-bob\Griffing Street Lotl.rup Calc=MJB Front Door faces:N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb2 Ox 0 390 385 80.4 0.087 591 11.0 Ox 0 MtFx rb1 Ox 0 297 302 79.0 0.088 554 10.0 Ox 0 MtFx Wright5Oft® 2022-Aug-0308:55:30 Right-Suite@Universal 2022 22.0.03 RSU26941 Page 4 ACCK gueEstates-lotto-bob\GriffingStreetLotl.rup Calc=MJ8 FrontDoorfaces:N Duct system multi orientation report Job: 0210214.224D.Lot1Griffing... Date: Jul 11,2022 A.H.-Lower By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,W 11935 Group 1:(N,NE)Group 2:(E)Group 3:(SE,NW)Group 4:(S,SW)Group 5:(W) OORNN°arne N W- Supply5ranches Basement 77 12x12 9 CAM 12x12 9 38 U 12x12 9 3 7 12x12 9 Basement C 3 12x12 10 3 7 h 12x12 10 388 e 12x12 10 3t77 12x12 10 Basement D 377 h 12x12 9 37 h 12x12 9 3"88 c 12x12 10 377 h 12x12 9 Den 123 c 12x12 0 122 c 12x12 0 106 c 12x12 0 108 c 12x12 0 Den-A 123 c 12x12 7 122 c 12x12 7 106 c 12x12 7 108 c 12x12 7 Den-B 123 c 5x12 7 122 c 5x12 7 106 c 5x12 6. 108 c 4'x12 6 Kitch/Great Rm. 69 h 3x12 6 69 h 3x12 6 72 c 3x12 6 76 c 3x12 6 Kitch/Great Rm:A 69 h 3x12 5 69 h 3x12 5 72 c 3x12 5 76 c 3x12 5 Kitch/Great Rm-B 69 h 3x12 6 69 h 3x12 6 72 c 3x12 6 76 c 3x12 6 Kitch/Great Rm-C 69 h 3x12 6 69 h 3x12 6 72 c 3x12 6 76 c 3x12 6 Mud Rm. 126 h 5x12 6 126 h 5x12 6 126 h 5x12 6 126 h 5x12 6 Supply Trunks t8 1056 h 15 1066 c 15 1097 c 15 1073 c 15 667 h 12 667 h 12 667 h 12 667 h 12 t1 1722 h 19 1722 h 19 1722 h 19 1722 h 19 Retum Branches rb13 1817 c 12x12 22 1817 c 12x12 22 1817 c 12x12 22 1817 c 12x12 22 Fridon Rates ,Heabnq FR 0.113 0.113 0.113 0.113 lCooling FR 0.113 1 1 0.113 0.113 1 0.113 Wr19hts01t' 2022-Aug-0308:55:30 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 1 XCP. ...gue Estates-lot#1-bob\GrifingStreetLotl.rup Calc=MJ8 FrontDoorfaces:N Project Information For: Lot 1,Griffing Street,Cutchogue,NY 11935 UCt.Namer "�+ss,";,,.,_.a,�. S.. .;.�`-, ,r. � •.n S .,, 't��ss'�1 a asp. � .y.,��„f:, �sa=��:�. g?Size =udSize eg CFM ,_eg'Size udSize eg CFM egSlie,. ud'Size eg�CF,M eg=Sized ud Siz 9' u ply Branches Basement 377 h 12x12 9 12x12 9 392 c 12x12 9 377 h 12x12 9 Basement-C 377 h 12x12 10 12x12 10 392 c 12x12 10 317 h 12x12 10 Basement D 77 h 12x12 9 377 h 12x12 9 3S c 12x12 10 377 h 12x12 Den 111 c 12x12 0 105 c 12x12 0 97 c 12x12 0 110 c 12x12 0 Den-A 111 c 12x12 7 105 c 12x12 7 97 c 12x12 6 110 c 12x12 7 Den-B 111 c 5x12 6 105 c 5x12 t 97 c 4x1r2 6 110 c 4x12 6 Kitch/Great Rm. 71 c 3x12 6 72 c 3x12 6 70 c 3x12 6 70 c 3x12 6 Kitch/Great Rm.-A- 71 c 3x12 5 72 c 3x12 5 70 c 3x12 5 70 c 3x12 5 Kitch/Great Rm-B 71 c 3x12 6 72 c 3x12 6 70 c 3x12 6 70 c 3x12 6 Kitch/Great Rm-C 71 c 3x12 6 72 c 3x12 6 70 c 3x12 6 70 c 3x12 6 Mud Rm. 126 h 5x12 6 126 h 5x12 6 126 h 5x12 6 126 h 5x12 6 uply Trunks 8 1056 h 15 1066 c 15 1092 c 15 1069 c 15 SO 667 h 12 667 h 12 667 h 12 667 h 12 1 1722 h 19 1722,h 19 1722 h 19 1722 h 19 etum Branches rb13 1817 c 12x12 22 1817 c 12x12 22 1817 c 12x12 22 1817 c 12x12 22 Friction Rates Heating FR 0.113 0.113 0.113 0.113 Cooling FR 0.113 0.113 0.113 0.113 Wrightsoft" 2022-Aug-0308:55:30 ,„„I—,,, Right-Suite@Universal 2022 22.0.03 RSU26941 Page 2 ACCA ...gue Estates-Iot#1-boblGrifing Street Lotl.rup Calc=MJ8 FrontDoorfaces:N Project Inf For: Lot 1,Griffing Street,Cutchogue,NY 11935 ®Tct3Name Lar est Sal, _�RegZCF�=� I �i�e tDud:Size Reg CFM®t�Re lq S�z �Dffd!Siz-e>� 9-u-pply Branches, Basement 392 c 12x12 9 377 h 12x12 9 Basement C 392 c 12x12 10 377 h 12x12 10 Basement D 392 c 12x12 10 377 h 12x12 9 Den 123 c 12x12 0 97 c 12x12 0 Den-A 123 c 12x12 7 97 c 12x12 6 Den-B 123 c 5x12 7 97 c 4x 2 6 Kitch/Great Rm. 76 c 3x12 6 69 h 3x12 6 Kitch/Great Rm.-A 76 c 3x12 5 69 h 3x12 5 Kitch/Great Rm-B 76 c 3x12 6 69 h 3x12 6 Kitch/Great Rm-C 76 c 3x12 6 69 h 3x12 6 Mud Rm. 126 h 5x12 6 126 h 5x12 6 SupolyTtunks 8 1097 c 15 1056 h 15 t9 667 h 12 667 h 12 1 1722 h 19 1722 h 19 Return Branches rb13 1817 c 12x12 22 1817 c 12x12 22 Fridon Rates , Heating FR b.113 0.113 Cooling FR P.113 0.113 -*- wrightsoft, 2022-Pug-0308:55:30 Right Suite®Universal 2022 22.0.03 RSU26941 Page 3 ACCP. ...gue Estates-lot#1-bob\Griffing Street Lot1.rup Calc=MJ8 Front Door faces:N Background Color Legend Yellow background Duct Size-duct size is smaller than the largest duct size in the row Reg Size-register size is smaller than the largest register size in the row Reg CFM-register design cfm is larger than 150 CFM Friction Rate-friction rate is outside ACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest 000lling load orientation .` wrightsoft, 2022-Pug-0308:55:30 1.17,E, „„„1,w Right-Suite®Universal 2022 22.0.03 RSU26941 Page 4 ACCA ...gue Estates-loW-bob\Griffing Street Lott.rup Calc=MJ8 Front Door faces:N Duct system multi orientation report Job: 0210214.224D.Lot1Griffing... Date: Jul 11,2022 A.H.-Upper By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot 1,Griffing Street,Cutchogue,W 11935 Group 1:(N)Group 2:(NE,NW)Group 3:(E)Group 4:(SE)Group 5:(S)Group 6:(SW)Group 7:(W) .r uctIName . I[( eg�CFM eg Size ucfSize eg CFM eg Size ucfSize eg CFM eg Size uefSize eg CFM e`g Size :Si- Supply Branches Bed 1-A 80 h 12x12 8 111 c 12x12 7 171 12x12 8 128 c 12x12 - Bed 2 105 c 12x12 6 93 c 12x12 6 85 h 12x12 6 85 c 12x12 6 Bed 3 139 c 12x12 7 127 c 12x12 7 119 c 12x12 7 119 c 12x12 7 Bed 4 97 c 12X121 6 96 h 12x12 6 96 h 12x12 6 96 h 12x12 6 Bed 4-A 97 c 12x12 7 96 h 12x12 7 96 h 12x12 7 96 h 12X121 7 Mstr.Bath 76 h 12x12 6 76 h 12x12 6 76 h 12x12 6 76 h 12x12 6 Msti:Bed 65 c 12x12 5 64 c 12x12 61 c 12x12 5 64 c 12x12 Mstr.Bed-A 65 c 12x12 6 64 c 12x12 6 61 c 12x12 6 64 c 12x12 6 2 36 h 12x12 5 36 h 12x12 5 36 h 12x12 5 36 h 12x12 5 1 Trunks I.C. 438 c 11 396 c 1©M 391 h 10 391 h 10 3 208 h 8 214 c 8 267 c 9 237 c 9 2 88 h 6 88 h 6 88 h 6 88 h 6 296 h 9 296 h 9 343 c 10 314 c 9 etum Branches rb2 390 h 12x12 11 390 h 12x12 11 421 c 12x12 11 391 c 12x12 11 1 323 c 12x12 10 302 c 12x12 10 297 h 12x12 10 297 h 12x12 10 ricboh Rates .. Heating FR 0.087 1 0.087 0.087 0.087 Pooling FR 0.087 1 0.087 0.087 0.087 - wrightsoft- 2022-Aug-03 08:55:30 Right Suite®Universal 2022 22.0.03 RSU26941 Page 5 )CCA ...gue Estates-lotffl-bob\Grif6ng Street Lot1.rup Caic=MJ8 FrontDoorfaces:N Project Information For. Lot 1,Griffing Street,Cutchogue,NY 11935 WW IVII q Q- .5 ize Supply Branches Bed 1-A 82 c 12x12 6 110c 12x12 7 149 c 12x12 8 97 c 12x12 Bed 2 88 c 12x12 6 85h 12x12 6 85 h 12x12 6 88c 12x12 6 Bed 3 121 c 12x12 7 113 h 12x12 113 h 12x12 6 124 c 12x12 7 Bed 4 96 h 12x12 6 96 h 12x12 6 96 h 12A 2 6 96 h 12x12 6 Bed 4-A 96 h 12x12 7 96 h 12x12 7 96 h 12x12 7 96 h 12x12 7 Mstr.Bath 76 h 12A 2 6 76 h 12x12 6 76 h 12A 2 6 76 h 12x12 6 Mstr.Bed 72 c 12x12 �� 79 c 12x12 6 75c 12A 2 5 70c 12x12 , Mstr.Bed-A 72 c 12x12 6 79c 12A 2 6 75c 12x12 6 70c 12A 2 6 W.I.C.2 36 h 12x12 5 36 h 12x12 5 36 h 12x12 5 36 h 12x12 5 Supply,Trunks st3 396 c 1 Q 391 h 1M391 h 1 Q 391 h w2M stl 3 208 h 8 238 c 9 270 c 9 214 c 80 st12 88 h 6 93c 6 91 C 6 88 h 6 st2 296 h 9 331 c 10 361 c 10 299 c Retum,Branches rb2 390 h 12x12. 11 390 h 12x12 11 390 h 12x12 11 390 h 12x12 11 rbl 332 c 12x12 10 333 c 12x12 10 303 c 12x12 10 317 c 12x12 10 Friction Rates, Heating FR 0.087 0.087 6.087 0.087 � oling FR 0.087 0.087 0.087 0.087 wrightsoft, 2022-Aig-03 08:55:30 Right-SuiteO Universal 2022 22.0.03 RSU26941 Page 6 ACCK gue Estates-loWl-bobkGdifing Street Lotl.rup Calc=MJ8 Front Door faces:N Project Information For: Lot 1,Griffing Street,Cutchogue,W 11935 uc%,Omm a VLar est I�Smalest LReg1GF.M �ReakSize ors®QSd%Sized�Reg1CFM��R�e'g1S�i�—�iQud',Size� Supply Branches Bed 1-A 171 c 12x12 8 80 h 12x12 6 Bed 2 105 c 12x12 6 85 h 12x12 6 Bed 3 139 c 12x12 7 113 h 12x12 6 Bed 4 97 c 12x12 6 96 h 12x12 6 Bed 4-A 97 c 12x12 7 96 h 12x12 7 Mstr.Bath 76 h 12x12 6 76 h 12x12 6 Mstr.Bed 79 c 12x12 6 61 c 12x12 5 Mstr.Bed-A 79 c 12x12 6 61 c 12x12 6 [tu3 .C.2 6 h 12x12 5 36 h 12x12 5 1 Trunks 38 c 11 391 h3 70 c 9 208 h2 93c 6 88h 6 61 c 10 296 h 9 Return Branches, ' rb2 421 c 12x12 11 390 h 12x12 11 rb1 333 c 12x12 10 297 h 12x12 10 Friction Rates Heabnq FR bA7 0.087 Cooling FR 10.087 1 0.087 wrightsoft- 2022-lug-03 08:55:30 Right-Suite®Universal 2022 22.0.03 RSU26941 Page ACCA ...gue Estates-lot#1-bob\Gdfing Street Lott.rup Calc=MJ8 Front Door faces:N Background Color Legend Yellow background Duct Size-duct size is smaller than the largest duct size in the row Reg Size-register size is smaller than the largest register size in the row Reg CFM-register design cfm is larger than 150 CFM Friction Rate-friction rate is outsideACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation wrightsoft' 2022-Pug-03 08:55:30 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 8 ACCA ...gue Estates-IoW1-bob\GrIffing Street Lotl.rup Calc=MJ8 FrontDoorfaces:N Home Energy Rating Certificate Rating Date: Projected Report R'.g!stry ID: Based on Plans Ekotrop--ID: Avj5opGd HERS' , ! Home: Your • - • - performance score.The lower the number, Cutchogue, NY 11935 5 $2,205 6learn - • energy - • • average i • U.S.home Robert Fischer Your Home's Estimated Energy Use: This home meets or exceeds the 11Se Virlotu] Annual Cost criteria of the following: Heating 95.0 $692 2020 New York ECCC Cooling 2.2 $77 2018 International Energy Conservation Code Hot Water i 3.6 $68 Lights/Appliances 33.2 $992 Service Charges $120 Generation (e.g.Solar) 0.0 $0 Total: 144.0 $1,949 HERS'Index Home Feature Summary: Rating Completed by: Mo,•rnergy HomeType. Single family detached Model: N/A Energy Rater: Michael Catala:rt Im" RES,vET 1D u210214 Existing )GO Community: N/A Homes 130 Cvnd:t:oned Hoo,Area: 5..30 fi Rating tympany: G.een Gum LAC i 320 Nu.nue,of 9ed ooms: 5 12 Arbutus Cuurt Reference iao Ps-ma.y Heating Syste...: F;i note•Natural ua: •95 AFUE 631-398-690f, Home Prima Coo:in System: All t-orditioner•Electrsc-16 SEER 90 rY 9 Y Rating Provider: RATERusa 8° Primary,Hater Heating: residential Water Heater•Natural 6cs•0..5 Energy PO BOX 1280 zo Factor 855-273-7872 ,•�• 4, HouseTightne«: 3 ACH50 a so This Home Ventilation: 15U CFM junmeasured)•35 watts r rr• ,7 L,uct LeaKage to Out5lde: 25 CFM @ 25Pa(0.81 i I OU ft2J "9, `t 30 <. .20 Above Grade walls: R-19 Q �j ��/f ��" •�w"`� )o Ceiling: Vaulted Roof,P.-42 /T LCYLCt e Ca{Li&411 Si- Zero Energy Home o WindowrType. U-Value.0.29:SHbC.0.29 Michael Catalano,Certified Energy Rater Foundation Walls: R-10 Digitally signed:813/22 at 838 AM Q)¢C)RCltiil Framed Floor: R-30 report6 ekotrope The Energy Rating Usclosure for this home is available fron i the Approved Rating Provider. Energy rav*ngs calcula.ed wthout.nodificat'onS LO tne energy made[ (As:�4odc;edll This does not • or IECC 2018 Performance Compliance Property Organization Inspection Status Lot#1 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 11935 Michael Catalano 0210214.224D.Lot1 GriffingStreetI19 Builder Robert Fischer This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design IECC 2018 Performance As Designed Heating $1,870 $1,768 Cooling $204 $191 Water Heating $319 $319 Mechanical Ventilation $53 $41 ,g66Y6tai--Used'to--d-6t6r;i-6i-n-e"c"-o-m--p-li-a"n-c-�e'- 2,3118, Lf6fifi&4�t-i-an-c"e-'s�-w-�'l-o'-u-t-Ventilation Onsite generation $0 ------ $0 R405.3 Source Energy Exception:The proposed home uses 8.85 Ml3tu LESS source energy than the reference home. Requirements 405.3 Perfbrmante-based compliance passes by 5.3% R402.4.1 2 Air Leakage Testing Air seating is 100 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa- -7- -'Area-weighte4 average fenestration SHGC R402.5"-,- Area-weighted average fenestration U-Factor 04.1 6ghting Equipment Efficiency ---------— ------— R403.6.1 Mechanical Ventilation Efficacy tare not Mandatory Checklist Checked y e- q§t PemeL IRC M1505.4.3 Mechanical Ventilation Rate R4052 Duct Insulation Design exceeds requirements for IECC 2018 Performance compliance by 5.3%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application. If rating Is Confirmed,I certify that the address referenced above has been inspecteditested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: A(&-&W1 ea"Ug' Organization: Green Guru LLC Digitally signed: 813/22 at 8:38 AM Ekotrope RATER-Version 4.0.1.2962 IECC 2018 Performance compliance results calculated using Ekotrope RATEF;rs energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. J \ I ' Lot#1 Griffing Street Cutchogue, NY 11935 Builder: Robert Fischer x } This report is based on .4 proposed design and does .toi confirm field enforcement of design elements. sTHIS HOME 2018 v t s INTERNATIONAL - GY CONSERVATION F i Building Features � r Ceiling Vaulted Roof, R-42 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-19 3:tuct Leakage to Outside 25 CFM @ 25Pa (0.81 /100 ftz) Foundation Walls R-10 Total Duct Leakage 65 CFM @ 25Pa (Post-Construction) 4 x Framed Floor R-30 Heating Furnace- Natural Gas- 95 AFUE Slab R-0.0 Perimeter, R-0.0 Under Cooling Air Conditioner- Electric- 16 SEER k i f infiltration 3 ACH50 Water Heating Residential Water Heater- Natural Gas -0.95EL "s Energy Factor Window U-Value:0.29, SHGC: 0.29 i As a?rt part extension of the code jurisdiction utilizing these reports,i certify that this energy code compliance document has been created in accomance with the r ui,ements of € y i s � � sy p � Chapter A o,the adopted international Energy Censervation Code based on SUFFOLK County ii rating is tYgected ]certify that the tuiidin,design described herein is ccnsistent o4th the vuiidin_,plans,s,.ec ifi�ations and other caicuiations submitted Mth the ermit apriication ,f ratln,;is Cenfrmed ,certify that the add,ess re,e.=encsd a a e has been insi,ected tested and that the mandatory proiisions W.the iECC have been installed to meet or exceed the intent of the iECC or will be verified as such by another party. l + a Name. Michael Catalano Signature: /`�%jic czeC!''cfc Ctnt s Organization: Green Guru LLC Digitally signed: 8/3/22 at 8:38 AM Ekotrope RATER-Version 4.0.1.2962 201-.l.:-'-o:nplianre.e sult,;caicniated as n;3 bkotr rpe RATEK*s energy a,d^ je uniplian-e alyxitl ru. EKit!ope RATER Is a RESNET Accredited HERS Rating Too].All results are based on data entered by Ekotrope..secs. Ekotrope disclaims all Ha:rility or the information sho-n on this report. New York ECCC 2020 Performance Compliance Property Organization lnspe;tion Status Lot#1 Griffing Street Green Guru LLC Results are projected Cutchogue, NY'i1935 Michael Catalano 0210214.224C.Lot1 GriffingStreet119 Builder Robert Fischer This report its based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design New Fork C-CC-C 2020 Performance As Designed Heating $1,926 $1,768 Cooling $204 $191 Water Heating $319 $319 Mechanical Ventilation $53 _ 41 SubTotal-_Used to determme eomphar ce �2,502 Lights&Appliances w/out Ventil tio an $-1,462 $1,462 Onsite generation .. $0 $0 $3,965 .__• M__._•_______ _. _.�__. $3,781 R405.3 Source Energy Exception:The proposed home uses 12.8 MBtu LESS source energy than the reference home. Requirements 405.3 Performance ba-sed compliance passes by 7 4% R402.4.1..2 Air Leakage Testing Air sealing is 3.00ACH at 50 Pa.It must not exceed UOACH at 50 Pa _ R402.5 Area weighted average fenestration SHGG R402.5 Area-weighted average fenestration U-Factor Y R404.1 lighting Equipment Efficiency e f R403.6.1 Mechanical Ventilation Efficacy Mandatory Checklist Ivlandataty code requirements that are not checked by Ekotrope must.be:met _m____._ __._.__._ ___ _ _...__ J R403.6 Mechanical Ventilation Rate R405:2 Duct Insulation Design exceeds requirements for New York ECCC 2020 Performance compliance by 7.4%. As a 3rd party extension of the code Jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance rrith the requirements of Chapter 4 of the adopted International Energy Conser.ation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted Kith the permit application. If rating is Confirmed,I certify that the address referenced above has been fnspecteditested and that the mandatory provisions of the IECC have:een installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: 11licLet Cad &,a Organization: Green Guru LLC Digitally signed: 8/3/22 at 8:38 AM Ekotrope RATER-Version 4.0.1.2962 New York ECCC 2020 Performance compliance results calculated using Ekotrope RATER's energy and code compliance al3orithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims a0liabillt;or the in'ormadon shown on this report. ----------- v Lot##'1 Griffing Street Cutchogue, NY 11935 Builder: Robert Fischer This report is based on a proposed design and does not confirm field enforcement of design elements. THIS S, HOME IS CERTIFIEDTO MEET THE NEW YORK 2020 ENERGY CODE l f pi 2 f 3 Building Features Ceiling Vaulted Roof, R-42 Duct Supply R-8.0, Return R-8.0 t a Above Grade Walls R-19 Duct Leakage to Outside 25 CFM @ 25Pa (0.81 / 100 ftz) Foundation Walls R-10 Total Duct Leakage 65 CFM @ 25Pa (Post-Construction) % Framed Floor R-30 Heating Furnace- Natural Gas- 95 AFUE 6 Slab R-0.0 Perimeter, R-0.0 Under Cooling Air Conditioner- Electric- 16 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater- Natural Gas -0.95 Window U-Value: 0.29, SHGC:0.29 Energy Factor i i As a 3rd party extension of the code Jurisdiction utilizing these reports, I certify that this energy code compliance document has been created In accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected„I certify that the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and g that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC orwiil be verified as such by another party i Name: Michael Catalano Signature: VeAlael CaLacz,-w, ; Organization: Green Guru LLC Digitally signed: 813122 at 8:38 AM i 4 3 P Ekotrope RATER-Version 4.0.1.2962 i Nev;Yo&FCCC 2020 Certiflca!e co,nplidnce reschs calculi.ed using Ekcrropa RATErtb enu,gy cnd cone complance algod.huti,incleJing appropriate amendmen,s Ekotrope rtAi ER s a RES..E7 Accredited HERS Ratin,wool.Al results are base.!on data entered by Ekotrope users. Ekotrope Asclaims all iia_ility for t`:e information bijown on this report. -r----------- I� Energy Code Inspection Checklist Property Organization Inspection Status Lot#1 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 11935 Michael Catalano 0210214.224D.Lot1GdffingStreet119 Builder Robert Fischer General Building Information Conditioned Area (sq ft) 5,130 Conditioned Volume(cubic ft) 44,148 Insulated Shell Area(sq ft) 11,823.98 The building energy model in Ekotrope reflects the building assemblies and energy features listed below. Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab - IName:Slab(1,552 s.f., 215 ft. exterior perimeter) R-0 perimeter insulation, R-0 under slab insulation. Framed Floor Mf'I Name: Second Floor (623 s.f.) i ' R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Foundation Wall Name: FDW conditioned (Exterior Perimeter[ft]: 239.58, Height Above Grade [ft]: 1, Depth Below Grade[ft]: 7) R-10 continuous insulation, R-0 cavity insulation Insulation Grade: I Fully insulated(top to bottom) Name: FDW conditioned (Exterior Perimeter[ft]: 24.58, Height Above Grade[ft]: 1, Depth Below Grade[ft]: 7) R-10 continuous insulation, R-0 cavity insulation Insulation Grade: I Fully insulated (top to bottom) Above Grade Wall Name:Walls(4,281 s.f.) R-0 continuous insulation, R-19 cavity insulation Insulation Grade: I 3Name:Walls Garage(221.3 s.f.) 1 R-0 continuous insulation, R-19 cavity insulation 1 Insulation Grade: I Energy Code Inspection Checklist Property Organization Inspection Status Lot#1 Gdfling Street Green Guru LLC Results are projected Cutchogue, NY 11935 Michael Catalano 0210214.224D.Lot1 GdffingStreet119 Builder. Robert Fischer Rim Joist Name: Rim (215 s.f.) R: 19.00 Name: Rim to Garage (24.6 s.f.) R: 19.00 Name: Band (260.8 s.f.) R: 19.00 Ceiling / Roof rName: Ceiling (2,533 s.f.) R-0 continuous insulation, R-42 cavity insulation Insulation Grade: I Opaque Door Name: Front Door(14.1 s.f.) R:2.80 Name: Side Door(23.5 s.f.) �--� R:2.80 Name: Rear Slider(19.7 s.f.) R:2.80 Glazing Name: 1W(13.2 s.f.), U:0.290, SHGC:0.29, Orientation: SOUTH—WEST Name: 1W(13.2 s.f.), U: 0.290, SHGC:0.29, Orientation: SOUTHWEST Name: 1 W(13.2 s.f.), U:0.290, SHGC:0.29, Orientation: SOUTH—WEST Name: 1 W(13.2 s.f.), U:0.290, SHGC:0.29, Orientation: SOUTH—WEST 2 Name: 2W(42.7 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH—WEST Energy Code Inspection Checklist Property Organization Inspection Status Lot#1 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 11935 Michael Catalano 0210214.224D.Lot1 GriffingStreet119 Builder Robert Fischer Name: 3W(13.2 s.f.), U: 0.290, SHGC:0.29, Orientation: SOUTH—WEST Name: 3W(13.2 s.f.), U:0.290, SHGC:0.29, Orientation: SOUTH—WEST _ 1 Name:3W(13.2 s.f.), U: 0.290, SHGC:0.29, Orientation: SOUTH—WEST Name:3W(13.2 s.f.), U:0.290, SHGC:0.29, Orientation: SOUTH—WEST Name:3W(13.2 s.f.), U: 0.290, SHGC:0.29, Orientation:� SOUTH-WEST f _3 Name:3W(13.2 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—WEST Name:i Sidelight(5.6 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH—WEST Name: Front Door 1 (7.8 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH—WEST Name: Front Door 2 (1.6 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH—WEST Name: Sidelight(5.6 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH WEST jam'; Name:4W(15.1 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH—EAST Name:4W(15.1 s.f.), U:0.290, SHGC:0.29, Orientation: SOUTH—EAST Name:5W(14.3 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH—EAST Name: 5W(14.3 s.f.), U: 0.290, SHGC:0.29, Orientation: SOUTH—EAST M, Name: 6W(41.3 s.f.), U:0.290, SHGC: 0.29, Orientation: NORTH—EAST t--1,' Name: 7W(14.6 s.f.), U:0.290, SHGC:0.29, Orientation: NORTH—EAST Name: 7W(14.6 s.f.), U:0.290, SHGC: 0.29, Orientation: NORTH—EAST Name: 8W(12.8 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—EAST 3 Energy Code Inspection Checklist Property Organization Inspection Status Lot#1 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 11935 Michael Catalano 0210214.224D.Lot1 GriffingStreet119 Builder Robert Fischer C-l; Name: 9W(17.5 s.f.), U:0.290, SHGC:0.29, Orientation: NORTH—EAST mi Name:9W(17.5 s.f.), U: 0.290, SHGC:0.29, Orientation: NORTH—EAST - Name: Rear Slider(44.3 s.f.), U: 0.290, SHGC:0.29, Orientation: NORTH—EAST Name: 10W(23.6 s.f.), U:0.290, SHGC: 0.29, Orientation: NORTH—EAST Name: 9W(17.5 s.f.), U: 0.290, SHGC:0.29, Orientation: NORTH—EAST I Name: 11 W(46.7 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH-WEST Name: 12W(18.2 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH WEST j Name: 12W(18.2 s.f.), U: 0.290, SHGC:0.29, Orientation: NORTH—WEST �--� Name: 13W(9.4 s.f.), U:0.290, SHGG:0.29, Orientation: NORTH WEST Name: 13W(9.4 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—WEST Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: ERV, 18 hrs/day, 35 Watts Mechanical Equipment Fuel-fired air distribution(1)• Natural Gas• 100% Heating Load @ 95 AFUE Air conditioner(2) • Electric• 33% Cooling Load @ 16 SEER Air conditioner(3) • Electric• 67% Cooling Load @ 16 SEER 4 Energy Code Inspection Checklist Property Organization Inspection Status Lot#1 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 11935 Michael Catalano 0210214.224D.Lot1 Griffin gStreet119 Builder Robert Fischer 01 Water Hearing (4) • Natural Gas - 100% Hot Water Load @ 0.95 Energy Factor Air Leakage Control C3Test Status: Blower-door tested House is air-sealed as to achieve 2,207 CFM50(3.00 ACH50)or less at final blower-door test Infiltration Requirements for IECC in Climate Zone 4 2009 IECC ;nfiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2013 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 All ducts and equipment within conditioned space Leakage to Outside specified as:25 CFM @ 25Pa (0.81 / 100 ft2) Total Leakage specified as:65 CFM @ 25Pa (Post-Construction) Duct System 2 All ducts and equipment within conditioned space Leakage to Outside specified as:25 CFM @ 25Pa (1.23/100 ft2) Total Leakage specified as: 65 CFM @ 25Pa (Post-Construction) 5 Energy Code Inspection Checklist Property Organization Inspection Status Lot#1 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 11935 Michael Catalano 0210214.224D.Lot1 GriffingStreet119 Builder Robert Fischer Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors <= 8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage <=6 CFM25/ 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018, &2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in.Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/ 100 sq ft CFA. * Note: IECC 2021 requires Total Duct Leakage <=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes 6 Building Summary Property Organization Inspection Status Lot#1 Griifing Street Green Guru LLC Results are projected Cutchogue,NY 11935 Michael Catalano 0210214.224D.LotlGrifnngStreetll935. Builder Robert Fischer General Building information Number Of Bedrooms 5 Number Of Floors 2 Conditioned Floor Area is ft.J 5 fn j Has Electric Vehicle Ready Space No Unconditioned,attached gaiagO Yes Conditioned Volume[cu.ft.] 44,148 Total Units in Building 1 Residence Type Single family detached NU-inber of Floors in Buildin , Floor Number - Wdei _. .__ -- Community - - - - RESNETIIECC 2006 Climate Zont -' 4A _._---._-_. -- _._-• _ .-- ----. _ _ ._ . _. - - - - - - - - -I Fourtdafiion Waii Name Library Type Height Above Grade Depth Below Grade Perimeter Location Enclosing FDW conditioned R-10 Draped,FuII0' ii 71 239.58 Exposed Exterior; Conditioned Space FDW conditioned R-10 Draped,FulID: 11 71 24.58. Exposed Exterior,' Conditioned Space I I I I Foundation Waii Library 1_ist Name Feet From Wall Top To Feet From Wall Top To Is Fully Insulated Continuous R-value Cavity R-value Effective Insulation R. Continuous Insulation Continuous Insulation value Top Bottom R-10 Draped,FulI0 NIA NIAI Yes 10.00 NIA NIA Slab Name Library type Perimeter Floor Grade Carpet R Exposed Surface Area Location Enclosing Masonry Area Slab! Uninsulated, 215, Below Grade) 1.23 0 1,552.0 IF Exposed Exterior Conditioned i I Space Slab Libraryill 11,114-111t Name Wail Construction Siab Completely Underslab Perimeter Perimeter Thermal Break Effective R-value Type Insulated? Insulation Width fit]Insulation Depth[ff] Insulation R Value i Ininsulated Wood Frame I Other; No. 0; 01 0 No 0.00 1 Building Summary Property Organization Inspection Status LoWl Griffing Street Green Guru LLC Results are projected Cutchogue.NY 11935 Michael Catalano 0210214.224D_LotlGriffingStreet11935. Builder Robert Fischer - am Moor Name Library type Carpet R Floor Grade Surface Area Location Second Floor R30 1.23, Above Gradel 623.0 ft--; Unconditioned,attached { i garage Frameci Floor Library List Name Effective R-value R30I 26.977: Rim Joist Name Library Type Surface Area Location Band R 19.0:. 260.8 fill Exposed Exterior Rimi R 19.0' 216.0 ft=i Exposed Exterior Rim to Garage R 19.0 24.6 f i Unconditioned,attached garage' Rim Joist Library List Name Effective Insulation R-value R 19.0 19.00 Wall Name Library Type Surface Color Surface Area Location Walls R-19! Medium 4.281.0 R=� Exposed Exterior Walls Garagei R-19; Medium 221.3 R'j Unconditioned,attached garage i I 2 Building Summary Property Organization Inspection Status Lotf1 Gritfing Street Green Guru LLC Results are projected Cutchogue,NY 11935 Michael Catalano 0210214.224D_LottGriffingStreet11935. Builder Robert Fischer Wall Libra L� V s � ,7� _.:.s Name Effective R-value R-14 16.79& ,Gr 2"i g� Al ,� Name Library Type Watt Foundation Is Operable Overhahg Overhang Ft To OverhaN'T, Orienttion Surface AreaAssignment Walt Depth TopBttm Assignment 10W DbULoE-Wood Walls 1 Yesl 1� 18.9 23.1 Northeast 23.6 fV 29291 I I 11W DbULoE-Wood Watts I Yesi i' 9.2 14.5 Northwest 46.7 ftx 2929 I ! 12WIDbULoE-Wood Walls ! Yes;- 1; 15.1 21.3 Northwest 182 ft2 i 2929 k 12WJDbIfLoE-Wood i Wails j Yes' T 15.1 21.3 Northwest 182 ft' ! 29291 { t 13W DbULoE-Wood Wails, Yes! 1 8.6 14.3 Northwest 9.4 ft= 2929] 13W`DbIfLoE-Wood Walls' I Yes; 1• 8.6 14.3 Northwest 9.4 it'29291 j 1W1Dbt toE-Wood; Waits ; Yes 1 6 10.7 Southwest 13.2 ft= r 2929' 1W1Db1LoE-Wood Walls Yes: 1 6 10.7 Southwest 13.2 ' ft 2929I 1WJDbULoE-Wood! Wails Yes; 1. 6 10.7 Southwest 13.2 IF 29291i 1 WjDbl/LoE-Wood I Walls Yes! f 6 10.7 Southwest 13.2 fV Il 29291 1 i 2W DbULoE-Wood Waits; Yes! 1 8 13.3 Southwest 42.7 it' 2929 i ! i 3WlDbULoE-Wood''( Walls, 1 Yes! 1 11.3 17 Southwest 13.2 ft2 I1 2929#) 3W Db11_oE-Wood 1 Watts Yes! Ji 11.3 17 Southwest 13.2 fr-' 29291 I 3W DbULoE-Wood Walls 2929 Yes 1 2 it-'11.3 17 Southwest 13 3WJDbttLoE-Wood Watts j Yes! 1; 11-3 17 Southwest 132ft° 2929) i 3W DbULoE-Wood Walls Yes! 1 11.3 17 Southwest 13.2 fi= 2929 340bKoE-Wood Waits Yes! 1 11.3 17 Southwest 13.2 ft7 2929 i 4W1DbULoE-Wood j Walls Yes; 1: 0 5.2 Southeast 15.1 it, i 29291 4W'Dbt'LoE-Wood; Wails Yes 2929 1 0 5.2 Southeast 15.1 ft2 � I ' 5WIDbItLoE-Wood Walls Yesi 1` 6 10.9 Southeast 14.3 ft= f 2929 510bULoE-Wood l Walls ; Yes 1 6 10.9 Southeast 14.3 W 2929! 3 Building Summary Property Organization Inspection Status Lot##Griffng Street Green Guru LLC Results are projected Cutchogue,NY 11935 Michael Catalano 0210214.224D.LotlGriffingStreetll935. Builder Robert Fischer Name Library Type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment 6WIDbYLoE-Wood Walls I Yes; 1 8.2 13.5 Northeast 41.3 ft2 2929I ! i 7W DbItLoE-Wood i Walls Yes; f 10.3 15.5 Northeast 14.6 ft2 29291 7W DbYI-oE-Wood Walls j Yesi 1 15.5 Northeast 14.6IF 2929 8W DbHLoE-Wood Walls Yesj 1 10.3 13.9 Northeast 12.8 ft2 2929 ; i 9W!Dbl/LoE-Wood Walls j Yes" l 4.8 10.8 Northeast 17.5 ft= 2929 I f 9W DbVLoE-Wood I Watts i Yes 1i 4.8 10.8 Northeast 17.5 It 2929 ! 9W DbVLoE-Wood I Walls, ( Yes; 11 11.3 17.3 Northeast 17.5 IF 2929 tl Front Door 1 DbVLoE-Wood Wails j Yesi 9; 2.1 6.2 Southwest 7.8 ft' 2929 I Front Door 2 DbVLUE-Wood! Walls I Yes i 9, 7.4 8.3 Southwest 1.6 IF 29291 Rear Slider DbVLoE-Wood Walls Yes; 1j 18.9 25.9 Northeast 44.3 T 2929 1 Sidelight DbVLoE-'Wood 2929 Wails Yes' 9' 2.1 8.8 Southwest 5.6 ft= II SldelightiDbiRoE-Wood Walls Yes! 91 2.1 8.8 Southwest 5.6 ftz Ili 29291 j Glazing Library List Name Shgc U-factor DbilLoE-Wood 2929, 0.29 0.290 f I V Eght None Present Slcyilght Library List None Present 4 Building Summary Property Organization Inspection Status Il Griifing Street Green Guru LLC Results are projected Cutchogue,NY 11935 Michael Catalano 0210214.224D.LotlGriffingStreet11935. Builder Robert Fischer Opaque Doorim Name Library Type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance Front Door 2-1/4 Wd solid Walls l ! 0.9 0.751 Medium 14.1 ft= Exposed Exterior core Rear Slider 2-1/4 Wd solid Walls! 0.9; 0.751 Medium 19.7 ft2 Exposed Exterior core I Side Door 2-1/4 Wd solid_ Wails! 0.9; 0.75 Medium 23.5 ft= Exposed Exterior core;, Opaque:Door Library Llst Name OR-value 2-1/4 Wd solid core 2.80 Roo f Insulation wommomomm Name Library Type Attic Exterior Area jft'] Clay or Concrete Roof Surface Color Surface Area Location Tries Ceiling i R-42,Vaulted' 2,5331 No Medium 2,533.0 ft=• Vaulted Roof loam Roof 1 sula�tion�Ulbra�, y List Name Has Radiant Barrier Effective R-value R-42,Vaulted' No' 30.247 r350Pa1 HoInfiltration Measurement Type Shelter Class 3ACH atSlower-door tested, 2 I 5 Building Summary Vrop:rty Orgau'zatiolr Inspection Status _ot"M GriiBng Street Green Guru LLC Results are projected Cutchogue,wf 1•135 michael Catalano OLi0[14.2 A .LotlCriffingStreetl '3:. Builder Robert Fischer Mechanical Ventilation Ventilation Type Ventilation Rate(fN Operational hours Fan Watts Runs once every _nergy Recovery Manuracturer I Minute} per day three hours .'ercent E.<V 150 CFM 111 18, 35 Wattsl Yes! 651 pnmeasured)I WI cent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 01 1001 Oj 0 f( Onsite Generation None Present Onsite Generation Library List None Present Solar Generation None Present Dehumidifier None Present Dehumidifier Library List None Present 6 Building Summary Property Organization Inspection Status Lot#1 Grilling Street Green Guru LLC Results are projected Cutchogue,NY 11935 Michael Catalano 0210214.224D.LotlGriffingStreet11935. Builder Robert Fischer Whole douse Fan None Present Whole House Fan Library List None Present Conditioning Equip ,ent . 11111111111111111 Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load dr conditioner(2)i 16SEER A/C 2 ton: 0°I°; 33% 0% Conditioned Space I{ Air conditioner(3) 16SEER A/C 4 ton' 0%1 67% 0% Conditioned Space Fuel-fired air InSLGasSoiil28k 95, 10090 0% 6%1 Conditioned Space distribution(1), ` , Water Heating(4)� Demand-Gas95ef 0°t° 0% 100% Conditioned Space i 1P.1 Type: 76SE==ERA/C 2 ton Equipment Type Air Conditioner Fuel Type Electric Distribution Type Forced Air ; ism _._--._ _ Mofor Type - R - ECM(Variable Speed) Cooling Efficiency V 16 SEER - ..----------- - -- -- ----- - - - - ---- Cooling Capacity[kBtuth] 24 Equipment Type: 16SEER Alf 4 ton Equipment Type Air Conditioner - — - Fuel Type _ Electric Distribution Type Forced Air _-__ Motor Type ECM(Variable Speed) Y Cooling Effrciency _ 1fi SEER Coaling Capacity[kBtuth] 48 -- -- - - - 7 Building Summary Property Organization Inspection status LoWl Gritfing Street Green Guru LLC Results are projected Cutchogue.NY 11935 Michael Catalano 0210214.224D.LotlGritfingStreet11935. Builder Robert Fscher E-quipment Type: Demand-Gas85ef Equipment Type ___ Residential Wafer Heater - Fuel Type Natural Gas Distribution Type _ _ Hydronic Delivery(Radiant)_ _ -- - - -- _._._ - - Hot Water Efficiency 0.95 Energy Factor Tanl&ss? Yes Equipment Type: tnst.GasBoil128k 95 Fuel Type _ Natural Gas Distribution T._e "Forced Air '_ _- -—Yp - - - — -- - -- - _._ - Motor Type ECNt(Variable Speed) Heating Efficiency - 95 AFUE Heating Capacity[k8tu/h] 128 Us-6 default EAE No' _ _. 8 Building Summary Property Organization Inspection Status LoWl Grirf[ng Street Green Guru LLC Results are projected Cutcnogue.NY 11935 Michael Catalano 0210214.224D.LotlGdMngStreetll935. Builder Robert Fischer Distribution System. Distribution Type Forced Air Heating Equipment_ - Fuel-fired air distribution_ (1) Cooling Equipment - Air conditioner(2) - Sq.Feet Served 3,104 #Refuin Grilles 2 _Supply Duct R Value 8 Refurn Duct R Value• 8 Supply Duct Area(ftq 628.6 _Return Duct Area lql - — 232.8 Leakage to Outdoors 25 CFM @ 25Pa(0.81 1100 W) _ Total Leakage CFM25 Total Leakage Duct Test Cond_i_tio_ns_ - Post-Construction Use Default Flow Rate _ Yes Duct 1 - - ----- - -- - Duct Location - - Conditioned Space _ - - -- - - -- Percent Supply Area 100 Percent Return Area 100 I Duct 2 Duct Location _ Co_nd_ition_e_d S_pace Percent Supply Area 0 '- PefcenfReturn Area - 0 Duct 3 Duct Location _ _._.- __ - __ _Condition,J!5pace _ _.- --.__..- - Percent Supply Area 0 Percent Retum Area 0 Duct 4 - - -- Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 - ; _Duct Eo6illion Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space - _-_ - - __ _._._ _Percen.--.t Supply_ . ___Area_-__.___. •--._ _ ._ _._ -O._.._._ Percent Return Area 9 Building Summary Property Organization Inspection Status Lotn1 Griffing Street Green Guru LLC Results are projected Cutchogue,NY 11935 Michael Catalano 0210214.224D-Lot1GriffingStreet11935. Builder Robert Fischer Distcbu ion System DistributionType - Forced Air - Heating Equipment Fuel-tired air distribution(1) Cooling Equipmenf _ Air conditi_o_ner(3)_ Sq.Feet Served 2,026' Retum-Grilles - _1 Supply Duct R Value Retum Dud R Value - - — -8_ Supply Duct Area[ftq -- 410.3 Leakage to Outdoors 25 CFM a(@ 25Pa(1.231100 t32) Total Leakage _ 05 CFM25 Total Leakage Duct Test Conditions Post-Construction UseNfifulf Flow Rate -- -- --- - Yes- Duct 1 - -- Duct Location-- -- _ _ - Conditioned Space - - - - - ----_:._-. __-- -- _-- -- -__ — _- --- --- -.- -_-__ _.__.__---- Percent Supply Area 100 PerCeiif Retum Area- -•-=------ ;•�--100»_`"_-_ _-- -.---_ -.. Duct 2� _ Duct Location Conditioned Space Percent Supply Area 0 Percent-Retum Area 0 Duct 3 Ducf✓Locaton Conditioned Space Percent-SupptyArea Percent Return Area - - - Duct Location Conditioned Space 'Percent Supply Area - - 0 Percent Return Area Duct 5 _ Duct Location Conditioned Space - - - - - - - Percent Supply Area 0 Percent-Return Area 0 Duct 6 - Dud Location Conditioned Space , Percent Supply Area 0 Percent Return Area" ' - 0 H1/AC I Grading HVAG Grading Not Conducted Ceiling Fan Has Ceiling Fan - - No - +, Cfm Per Watt 100 10 Building Summary Property Organization Inspection Status Lct#1 Gritting Street Green Guru LLC Results are projected Cutchogue.MY 11935 Michael Catalano 0210214.224D.LotlGriffingStreet11935. Builder Robert Fischer Water Distrib ift it en 'Ism Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length(ft] 75 - At Least 143 Pipe insulation? Yes Hot WaferRe--irculstion System? No _Recirculation System Pipe Loop Length[ft] 30 Drain Water Heat Recovery? _ No Clothes Dryer Cef 2.32 Fuel Type Natural Gas Field Utilization Moisture Sensing Is Outside Conditioned Space - _.No - '�"- Ciothes"Dryer-Available Defaults Type Custom Clothes Washer _ - - - ------ --- - Label Energy Rating 152- kWtrlYear Annual Gas Cost S12.00 Electric 50.121kWh - - Gas Rate 51.09/Therm Capacity Imef 2.06 Defaults Type ad Ty - - --ENERGY STAR Lope Fro_nt-load Loads Per Week - 6' is Outside Conditioned Space No Clothes Washer Available Dishwasher DishwasherEffiaency _._._ _w .,__._ 467.39130435kWti Dishwasher Size Standard_ Annual Gas Cost S33.12 Electric Rate S0.12/kWh Gas Rate __, S1.09/Theriri - - -- - - - - - --------- is Outside Conditioned Space No =ppfiancls and Controls Programmable thermostat? - Yes Rangei0ven Fuel - Natural Gas Convection Oven. Yes --._.-- _ ... --, Induction Range? Yes RangelOven Outside Condition_ed Space?` No Refrigerator Consumption 691 kWh_IYe_ar Refrigerator Outside Conditioned Space? No 11 Building Summary Property Organization Inspection Status Lot#1 Gritting Street Green Guru LLC Results are projected Cutchogue.NY 11935 Michael Catalano 0210214.224d.LotlGiidingStreet11935. Builder Robert Fischer MM Notes13 12 w . PAIC _�_ - ■ ' ll - :Z ..WAP r a s • 1 ��Q4o�tyfFO(�C�G$ TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only ® E PERMIT NO. 6 Building Inspector: AUG, 0 .2 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Paget)shall be completed. Date:8/2/22 OWNER(S)OF PROPERTY: ...Name:Robert Fischer SCTM#1000-102-0 5-9.7 .Project Address:Lot 1 Griffin g Street, Cutchogue NY 11935 Phone#:631-767-9933 Email:RFIS641 1 00@YAHOO.COM Mailing Address:Lot 1 Griffing Street,Cutchogue NY 11935 CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@am parch itect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION WNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property:Vacant Lot Intended use of property:Single FaMI!y BeSldenCe Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RBI NC this property? ❑Yes BNo 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 Chapter236 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 210AS of the New York State Penal Law. Application Submitted By(print nam ):AMP Architecture, Jess Magee BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) AMP Architecture, Jess Magee being duly Sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file there .th. _ ARBARA H. TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Q, day of qualified In Suffolk Cou rnm nty ,20 as mission €-IEplrea ell MA/^a� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Robert Fischer residing at do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date kWR Fsaur Print Owner's Name 2 c4 1 , �SUfFQCxC�Gy BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road PO Box 1179 y Southold, New York 11971-0959 oy-4 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@-southoldtownny.gov — seand(@D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: '3 a Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 01 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Requir 4) Name: ) Address: Cross Street: Phone No.: 1 Bldg.Permit#: email: �,�� Tax Map District: 1000 Section: Block: Lot: BRIEF nFc,� TinN OF-WORK I. CL DE SQU4F,�E FO TAGE (Please Print Clearly): F `". 1 _ V- V Square Footage: DQ Circle All That Apply: Is job reaO for inspection?: ❑ YES 1O ❑Rough In ❑ Fi�;VJ-e&46 l Do you need a Temp Certificate?: M-11y,ES ❑ NO Issued On Z,3 Temp Information: (All information required) Service Size Ph❑3 Ph Size: _A # Meters (" .;cer# e 11 Service❑Fire Re onnect❑Flood Reconnect❑Service Reconnect .;i,___rground �,, erliead # Underground Laterals 1 FJ2 F I H Frame D Pole Work done on Service? D Y Additional Information: PAYMENT DUE WITH APPLICATION Be 493oLf �®SQFF04(� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ®® O�,Yf Telephone (631)765-1802,n/� ` Temporary Certificate # Date 1 Y ,al(C-k 23j 2023 Customer Name Electrician Name Lliv C..IefG Address f .ICU" Phone �31 , 0�`T try e-mail t e II�a,LiO� e-mailGotoG I!G GOif • G ,Phone- a ( S(Q U O', License# 149 p(, ft- Size O A Phase Overhead Underground V #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F7 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by ---------------------------------------------- t4 �o%0FOL,ir BUILDING DEPARTMENT- Electrical Inspector b TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 p A� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c�southoldtownnYgov - seand ansoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 01 request an email copy of Certificate of Compliance 1 Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: ),HnAanc� 11,,vrpa9 � Address: �I Cross Street: Phone No.: Bldg.Permit#: ; email: �J 'x) t='lip Tax Map District: 1000 Section: Block: Lot: BRIEF nFcro oTinN 0F,WORK I CL . DE SQU4RE FO TAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES O ❑Rough In Fi al 1 ` Do you need a Temp Certificate?: YES❑ NO Issued On 3 -2k ?,3 ��- cc i Temp Information: (All information required) r Service Size h❑3 Ph Size: . A # Meters �'' :cer# - ew Service0 Fire R-1 onnectOFlood Reconnect[]Service Reconnect urn_ _rground _ �,.erhead # Underground Laterals R2 H Frame Pole Work done on Service? Y Additional Informatio d� +6,n K I AI. PAYMENT DUE WITH APPLICATION (QL( � � - c t� l 640235 �p 483oLf PERMIT N Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used special: omments Mejia, Evelin From: Christine Torres <Christine@ puccioelectriccorp.com> Sent: Tuesday,August 27, 2024 11:42 AM To: Mejia, Evelin; Colleen Subject: RE:TOS -1443 - 860 Griffing St Cutchogue- Lot 1 Importance: High lectrical Device Counts are as follows 1 Zone Ac, 2 150A, 10 Arc Fault Breakers, 28 Breakers Used, 1 Dish Washer, 1 Gas Dryer, 6 Dual Function Breakers, 1 Gas Fireplace, 1 GFI Breaker, 2 GFI's, 64 Hi Hats, 8 Outdoor lights, 73 Outlets, 2 Panels, 1 Septic Line, 2 Smoke/CO Combo, 7 Smoke Detectors, 1 Electric Stove, 42 Switches, 1 Gas Washer Thank you, Christine Torres Executive Assistant Please leave us a google review @ Click on the link Below httl2s:Hg page/r/CYKipC9eMHPbEBM/review Puccio Electric Contracting Inc. 21 Frowein Road Center Moriches NY 11934 Office- 631.874.2098 Cell-Text is BEST! -631-626-5468 Check out our newly renovated website https:Hpuccioelectriccontractinginc.com/ Donate to the Paul Puccio Memorial Fund https:Hl2aulpucciomemorialfund.com/ From: Mejia, Evelin<evelinm@southoldtownny.gov> Sent:Tuesday,August 27,2024 11:12 AM To:Christine Torres<Christine@ puccioelectriccorp.com> Subject: RE:TOS-1443-860 Griffing St Cutchogue- Lot 1 Okay great they're set for the 9cn Evelin Mejia Office Assistant Town Of Southold Building Department Annex Building 54375 Main Road P.O. Box 1179 Southold, NY 11971 (631) 765-1802 From:Christine Torres [mail'to:Christine@puccioelectriccorp.com] Sent:Tuesday,August 27, 202411:09 AM To: Mejia, Evelin <evelinm@southoldtownny.gov>; Colleen<Colleen@ puccioelectriccontractinginc.com> Subject: RE:TOS-1443 -860 Griffing St Cutchogue- Lot 1 Hi , It is for the house and pool final—Thank you—The date is perfect! Thank you, Christine Torres =.Executive Assistant Please leave us a google review @Q Click on the link Below https:Hg page/r/CYKjpC9eNlHPbEBM/review Puccio Electric Contracting Inc. 21 Frowein Road Center Moriches NY 11934 Office - 631.874.2098 Cell-Text is BEST! -631-626-5468 Check out our newly renovated website https://puccioelectriccontractinginc.com/ Donate to the Paul Puccio Memorial Fund https://paulpucciomernorialfund.com/ �N From: Mejia, Evelin<evelinm@southoldtownny.gov> Sent:Tuesday,August 27,202411:03 AM To:Christine Torres<Christine@puccioelectriccorp.com> Subject: RE:TOS-1443 -860 Griffing St Cutchogue- Lot 1 Hi Christine, Is this for the house or pool?Or both?We have Monday the 9th available. Evelin Mejia Office Assistant Town Of Southold Building Department Annex Building 54375 Main Road P.O. Box 1179 Southold, NY 11971 (631) 765-1802 2 O��OF SO�ryQl Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G� • Q Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Robert Fischer 575 Smithtown Avenue Bohemia, New York 11716 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 860 Griffing Street, Cutchogue, New York TAX MAP NUMBER: 1000-102.-5-9.7 Pursuant to Section §240-59 C & D of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Violation of Town Code -4240-59 C & D CONDITIONS UNDER WHICH WORK MAY BE RESUMED: Stop work until a revegetation plan is submitted, reviewed and approved by the Southold Town Planning Board. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: October 17, 2022 Arthur P. Bloom Ordinance Inspector IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. EE£RAL RECU REMENIS: 1/A OWT5 h5TALLAT Gn eTANpAR05. (•�/ -�1f �>� 1°-/ j y r-r E/' �Y �_ Ir n. • r!'.rr!!!"'... ��yjy(�/ SITE LAYOUT NOTES: a T,I bra er rwst b tl R current Llgvb W¢le LKeme Prsrct le I Irotal I/A OWTS tonic«cord^3 t°mauf«turab ♦��`.1G�t'rfs 'r fj '3j: (� I. THIS IS AN ARCHITECTS SITE PLAN'15 5uffR k G°Intj Gom Lbxpter 565 MtK e V i(5eptk IMw[ry re<ommerma[ons Mlt c°nlorm ng uIN Ne>e skndo'tl All y4;� ` Bnaesses)tb tM Suflok Gan Dc linens of Lob;r, WP kabe recommneot our prwbcd b'J tM rtrorci«wen>rol1 Ix :ftl 4-i SUBJECT TO VERIFICATION BY A LICENSED Lkenry and t er AlIRre,�>vnt tv 5uffok County Code bplcmcntce , rl(:1+a Ji yam{-" _"ad SURVEYOR. THE THISFOR S4.TION g 565-T4 ins DcPatment d La Lkemvg and LOmurer Allo re "� V�i ARCHITECTS REPRESENTED ON THIS SITE PLAN IS TO THE a mo ntab a st dl Ikemed I/A OWTS Montercnce R'wkfen 2.Tb 1/A OWTS tank;w to btallee a<eve n.11 dr«tbre ARCHITECT5 BEST OF KNOWLEDGE. (u N a m<u mrm t°erome k erg tl roctbn of./cre quarter rent 2 A VA OWi$mat be rc ostcred wto tM Deportment m a mW min 9-ben Nck tied al properly lavebd an0 comp«led>md 6 ; 2.SURVEY INFORMATION WA5 OBTAINED J N w tM1 AMkle 14 I Ne Ballots tansy San'tay Code (rroe from rode)a pea gwe. FROM A SURVEY DATED MARCH 5,2022 O7 Obr t°tb Deportment gantbg certNkolbn of corrpkted AND PREPARED BY: Q u m "I"on'ae W't-plain B./A OWTS ranks eh°I tz prov ded with o;ng a wtlet A (V dsVh'r-ta box/moonok a ebVlevtan k«nrg sVucw;r+ be / SEGGAFC0 LAND SLRVEYINlD PG. IA 9.An executed Ooeratlon a+0 Mobeewme--t between 1>r c�yrm Ia all yatcros wIN ma t1p1e leachb°eVxwes unkss m ®® �' / 500 MONTAUK HIOHWAY p W nbintenooce Prwbcr arm Property°wror mwt be eubmltwd t°U,I rrotive°c>Ign 1s opprwce 1N ens Department. MORIGHES,NY 11955 - p 0 Dcparment prw to approval of Ne 1/A OW5 rcglstratbn by tM1e DepmNnM b cardorve wiN Artklc 19°I lira 50Io11,Gwnty 4.The top of tna I/A Cl-took Nm11 rot be b«fed ge°tcr Not SUB-IEGT PROPERTY �, ; (651)BT8-0120 SaRwy Lotle.« 23 Fact°r Icx tlml ero loot below Ibml grade. 0 C Z O 4.All btalied VA OWF5 ao r,q" tR Moo an b 1 3-yca 5.At o m 1-RII;anpllrg mo/Jioks stall Have 30-Inch covered ® ® �. d @_x arroRy ero operotkNmobtanorcc>evicc contract.Allcr LM «tees openkgs tog de«ototl wen the bl t and outlet. \.inN N kitbl$-year operatbn malntcrame eervke cony«t bs Lovers>M1oll be eFJer 264:cn dlomtu watcrt5l:t and fir' e,Pred.property ewrom Qe expected to mak[vb on operatbn bxctyrod beLko c¢t ran coven a Nermepl¢tb coven It . h s and mob I,,14 c c°n4«t k«<ordonce wIN PMicla 19 0l Nc Fill. seen.All Gwen atoll be de;IgrlcO b«cadonce wIN>ectbn i .C Q Y� 5ullolk Lau/ S HIT G°m. 5-III of Nb sfanm•d N N 5.Wen a.,A GWTS egyre>a vent.Ne�r.11 sM1a11 be ventea�Ne 6.Wron xmplkg morHol¢ae cpprwee to de binned k a ***BENDS NOT PERMITTED ON TREATMENT a ��o roof cr Ne re>acroe xo-g a ed.vent plpoe anon extero° alvewq or perkw into.ue n:aiele ene11««trace e°x `• ®�® ® �� ..run of 6 reties above tFe�aoi Ilrc rnd Ne tcp°I Uc vent Varlk becrW to rrect tM regviremente°r AASHio H40 or p w°°m min orb°°�'° °tb°a'2r<n°>tUNI H52°'°adH�. -� � UNIT INLET LINE(S) ON NEW CONSTRUCTION***elope°portkm°r Ne rod.b coeee wnero le b rot pr«enrol eo vent the weNm to t!resbcrce rocl,°vent pipe rrou be ppea to T.Te oulkl bneA elevatkn stall to°mkkvm or OJ fact below (Naaozea vewxle rer df Ne re;Imrce and te,mlrote a nn,,,m�I o1 1B Imh¢ Na blot kart elwatbn. V rro x LOCATION MAP epeyl B. a a 2 ro a a oomeNN° x Avt maor 2 rot:l9 2 f-I. SCALE:NT5 Pill—mtnwc a L Memm dbmeter of 2 bents. q TMre still be a moxhsm rebMbn mpN bebw!k cutlet Merl T� b.rotb btbr anti u>e If Nc)/A OW5 into contarm W tb elevaebn of elx rcnee PRO.FGT:'/ ONJMN5 DATA ,.,, „ ,,,,),, „py „".,p` uT1uTY +, v v°artment§approved/A OHTS guldarco mcumaM prcpaetl dace w th 1M eteldarm Iw•Approve era W:°g a of O.A I x er ppe perotratbro In b+e>mplrg maJote IWII be O POLE �VTILITY \� Imevative arm Altemative Oroite W¢tewater Treatment Speems. waterllgM. TAX MAP e ry,. 1000-102-05-9.1 LJ POLE Mllulwlr-t o[51sN RFaln _ ELECTRICAL R[avlR£nffut5 ZONINS DISTRICT HB NC I 1�l 1.I/A OWTS tanks11 G caatructcd of frreaxtergrbm;s,I np ooclyccatrhOylacnrccop wo llNy rDaCpPykarotm,ceMla rertraonpd¢amtk>a.am oOtlnrrrle RR I TM1c l ro ue;Ny<we that rt>erve>.ammmeNoly ttie pool L.rOT C.OVERAs E'`yr 'GT, %;T,�, 5- 5rrpc. xt:^i -5_40°I-S 2_0-E VACANT LAND o1 P-1WmtxPI-Id --_-_---_-_------------ ' T -- �m Apa 5A, e°f PROF. a wlny room oro roe°INny;pace).Otner bcalbm la neuntbg %LOT 1 •d STREET EL=31.1' 2.Wan m/A OI-tT5 roqure>o seplk sink la p-,tl-cot Nc ere pant box MII be caameVA HIS Deportment on a DESCRIPTION(FOOTPRINT) AREA COVERAGE 1 d TREE xpt c tak vial be mslgxd k««rdonce MN sect our 5-OI c¢"yy-tax bases and uIN 1/A OWiS urinal«tuner approval. I am s-IG4 or lib xabera. ' lu g L 2.Tb rare of the I/A OWi9 OeM Fwkbr mat be clearly TOTAL LOT AREA 2T,168 S.F. N I I OO 3.Unless°thcrwlx apecifled,Me le d H, ;trvew�ce/>yetem Nat bentiFled rn Ne avtslm of tb porol and Ywhme°pnoro n l»r I follow on I/A OWrS eM1all be meyrotl h actor 1N scclbn fa cen!«t in c¢e Rf slam. I ' 5-IG'i ero 5-IIO cf tnb etorEor0. PRGPOSED HOUSE a 6ARA6E 2,115 S.F. 6.0% I ry I 5.Exeerla peel p1«emeM enable;ttie;y;tem eo m xrvlwd oe I /I� 4.At o mrlmm all I/A eWrS VeoNsnt tab11 rove 2o-bcn ow lbx,elMbtkg Ne reed to««>e ell Irobe O If ti<wnarg. PROPOSED COVERED b D PORCH ITS S.F. O % I �I I � W e openboe fo gam locotee wen tb Inlet ant 4.TIe panel box must be wilnb vkw of Lne;utem locotbn to bip I I Q allot Lovenesroll tin elNer 20-lino dlometer wotertlaM ad f°cna°te operollon our mokmrake' PROPOSED WOOD DECK I"S.F. Ob% e<t-prod I«tXo c¢t r¢.«von a lM1erm pbatle iwerc of I 1 iMl gam.All ewero ant cnlrmcy>/rbers ebll be designed N 5.TM wMr°i poet abli be pieced of o ewnl°rt°bic rolgY:t Ion 1 ace once with>ecu«5-UI<i Nit;tarmac. « k««rdcm<e wrtn Femrdl Emergency Maroemx gt Agency TOTAL AREA OF ALL STRUCTURES 2514 S.F. 99% LOT C b a IFE.A)I-taro requremeMa. 1 I 5,Iv VA t" b IF,—to m talbe b°trNewa or ••MAXMiuM OVERAGE ALLOWED-20D% I prrklr:g the area, unit shall be desigrod ant/or bt°Iled Lo b.TM panel snail meet Pa 11 al ElecVlcal MaMocwen I I C`, Rbtam HS-20 a H-20 loodbg¢me67nte0 ty AASHTO. A»«btbn N£MN 4!(speclflcatl°re. I 6,fiabagamg�n snail not ke perml[tee unto on I/A GWTS b T.All below Bade ubbg must be n.T:k eleclrk°I«nWlt.Tne 1. FL I kI1 or ecwage dbpoxi. conduit must c appropratc xab to prevent g¢ea orId mabwc I. FLOOD MAP DATA: c«nay ttn caWl penal a J.rcU«kaxc>. MAP D M,Oq 5rb I PROP. T.Water eoftcrors coati rot elxMrge Ins°an I/A OW[5 ant the from. MAP DATE.09/25r009 I d STREET Department rocomrreras water xfteror b«tw¢n to conneroe m B.Eaen eysNm eron be eq:rppee wim a lunuankg womlry system FLOOD ZONE:% I TREE tc druwell acceptable to Tow a V111mc benebg •I:kh w111«tivaro auDlbk oM Vbw1 abrm>tnd con rcmlly I 4_P�10L'I_ PROP.partment;. xcn arm hoed b'tie occupaN d the bulltlkg served.M I HYDRO-ACTION 2.SITE PROTECTIOW5ILT FENGINS TO BElotted¢ AN600 I/A OWiS B.VA OWiS totles shall be uarort aG corotructrA of>°und and omoto alarm rouflcatbn to Nc OeM men INSTALLED AS REQUIRED BY THE TOWN OF5ntm bsrodba r prw w/ 9, L PLC by Ne oeM ageement. SDVTXQLD. CONTROL PANEL A.All q,Sys are wF.bn ore ro[«emrod to lbw W orwnu ore 5.SURFACE HATERS OR r.ETLANT S ARE NOT A.All tanks mot be uotertigt.Two metroa>d emlrag ta,1�cre re note ro be aquppee wIN a catro(poel i.1N mean of LOCATED WITHIN 500'OF THE PROPERTY. I FRCP.20-a ^ - uoNMlgnt twit be titter V«win to;tko cr water pre> to>tra comcctba a pMabla gcrorofcr tv aperde U.eyetem ourvn o PCLYLOK MET.BOX- VENT VA AS PROF. _ p rrotnce>¢Iellew, au(me. (5AM.PLIN'G POINT) FLOP. RZ ROOF AS WD.DECK P°nCr I.ELEVATIONS REFERENCE NAVD 1988 1 L.P. REO.D 10.V«win t¢tM,Seal tb cmplu lurk oM 9aPw o v«um t°tar a�sy�BLOry EVE cF v A CLNTROLS. I �WEL / < (4)bµ e(IOCvmfal mar TFn tor:k b d II 902 al I.ire ekcVkal tbn box xry Na molar arm Ibate 5.NO VISIBLE WELLS LOCATED WITXIN 150'OF c.ry. approve J"^< r9 pp vaeuurn b bid for too mkroe. mat be wdcnbnt ant I«area auNbe!ne I/A OWF tank cnonxr. SUBJECT PROPERTY LINES. II.Water tcsttry.Seal bnC fill sink w1N water N adlct kert 2.Aty blowen located--R1 tk I/A ONTS unit-1 be p1o<oe I 5' /PROP�2 5' O 10,MIN. I U ant for 24 name.Refill LM ta:k W Vc-'It kert pod(cowete,pI tic a Ilbarglam)one nova a sount�rool 1 I MIN,1 E.P./MIN. MIN.V PROP.after tk 24-norm Perbd b eaepbte.Let tM bIk stall far an ercbsu+e ewer. 1U .1.1,l 10-zvn perlW.The tm:k b cpprovcd i1 water level b SUBDIVISION INFORMATION, I ^ GD I O V PROP.2-STORY HID. R' tilt Ion one 10-Four perloe.Water pressure rosto-g b S.qi1 pimps arm Nowt Vees mrst m«cexrale and servbeabb MAP OF WILLIAM J.BA%TER,JR I Q ,L�-h 2. FRAlT DWELLING W re«mmer:md w be daro anise after intalbckn. Irom access openo-¢. LOT NO.I 1 4' 1- BASEMENT a SARASE I V MAP NO.12229 3 IS BEDROOMS) --------^ ` T NK TRuc A 4.Toe Noot>atoll to art«hctl to a SCIeWb 40 t.float Vee FILED FEERUARY 04,2022 I O d PROP ^ Not cm be c¢ny removes ra servkc a o)ntmcnt.Tte Uode Q/ PROP L P 10'MIN. F.F.EL.e28Y \V\ 1.RdMaced cororete shall hove..inlmm co N >inll rot be attanc�d tv Un lore°man I I STREET GARAGE SLAB EL:26.T' mpreeslve errerg I TREE \I 1 d 9000 Pant per squat k:<n(psU at 20-«ys xt. 5a. Dcpe'tmasblbabscrve tro pump eystcm oPer°b tMaroJM1 O°TOBER Ib,1g96 I 10 2.-11 Nlcbmea shall boa mlnbrun RI tMcc baFcs unl-tnd �ro -� 1 ILI � mebn Fes been«rtifktl 5d°Ncu Yak Lkenxd fi-ofces:aal b.inpcctbn la kotaae dl Ne la«mob lit[bas will ben•le TEST HOLE DATA _ I I POD v0, I 2_rgbeor¢complyra wiN all cppreprkte rcquo-cmuls for Nr ka Nor pure test pi-accese. - LITT TEST HOLE DI1G BY 1 PROP. --------- AllI 1 0 II c<nstrvctl<n. fans,bottom arm top>b11 catab reblorclw MCDONALD 6EGSCIENCE 'N COVERED I u to re>b!an applkd Iorce d E00 pares per equae Foot(ql).- AS SHOWN ON LOT NO.2 S.Pre-curl concrete>ectbm-11 be eeoled won arc 111 ken wtyl OF FILED MAP nndxr JPtnt--lent-into codoma to ASiM G-990. Ylsp(pp) I /PROP? I I 4.All sewer ppe;>nall peroVote tb vertical sbawvil of Ne tank EL.•26.4' = I DRY-1 i ;DRY- I I our elall to xalatl w1N gout or other naam«ceptable to the OL SANDY LOAM Departmen!wen¢uaNMbnt sealctl fbxNb Joint arm tK pipe OB' - - ❑ I gmket 1¢Lcrod to Ne plpi.U,sable»elect re Voctmk I.9- LOAMY SILTY SAND I I 5.All blots moll m>ealetl ee tier tna tank b watertlgt.Sec 1 0 < 2 It1 1� >oction 5-114,8.10.Turks tb[ac c¢t In 1 N •d STREET I I� I N I PROJECT: pl«e r-11egwre P'°r >Ianrl Fvglre�PAat a mblmlm.tbt b and wal4d al<enxa i O m TREE i 10 I «r�d�Larrtrm„lbema:alnnkdlypwred. 1_ Iw NORTH FORK b.Werover T«tkal.corcrcic I/A OMS sF°II not be I«ated _ R PROP, I I I ESTATES-LOT 1 wnnln gamdwater.For bealldlon lies cre p1«ed wlNb I EL-23.9' I n ASPHALT i,nwcter,tin bcttom ero;be portbn,cp to 18 rant;oWvc 1 1� DRIVEAY Ik 1 IilcFest reeordea/exp«led goyrdwoter elevatbn of lFa 1/A OW 5 W I dr I� I ddp :nit stall Wr«tbmle maallNlcally caefructec.In tax;wFere tNs b not I \ 1 Id I K p ,Ve VA OWTS unit ebll be watrrcr«te0 W to IS I I RR rcnc>abevc tFe FJancst rccorma/expected gaurdwofcr PALE BROWN FINE I PROF, PROP, I Q FROP. PRGP. 1 1 m GRIFFING STREET cicvalbn aw Icak Le>tco to emu's[kftVe;;prbr to apoatkn. SP TO 1OA25E sAND Q \` STREET STREETiSa TREE ET REED CUTCHOGUE,NY 11935 TREE T.In twee.:non caroreN ednte ore wtalkd W golxmwoler,Ne I -P 3 I cosign prdcsabwl;hall eubmlt wayaay cdwldtbm td prove lb w @ I I welgM d the tank(wiN a wltwvt ormrorkg a Ne rtbn d i P�9\ a------ j --T--- d ---- a DRAWING TITLE: bdlb>U will be at le¢t 15 ones Iroro Non tie wet t oI Un water .[ dbplaced.ins woyaxy calwlallom>FaF be aoro u>ka mgro>t 1 3 N39°3B'20"W I4252' expe<ted/rc<amd granewatcr elevatlen wrtn tb tarc enpty.son 1 e I NOTES eoi�;on top d tk tootle)coati not m combcroe wean 1 n ,nrvg um dmane ar arororbg ar wna.t welgnt requrm. 1 I SITE INFORMATION HYDROACTION I/A OWTS 1 IHn SITE PLAN 1 X GONG.WALK I SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL i w ITO. 1 EXIST. LOMMENTS.NO fiROI,TDWATER I CATCH CGNG.GLRB PAGE: ENCOUNTERED.HIFiHEST I BASIN ExPEGTED fiROLNDWATER 1 1 FROP.FIRE HTDRAhT TO REPLACE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BEVATONIS•P3'PERLSf , EXI5T.FIREWELLAFTER FBLICVTEE SPAO1.00 MONRORIN6 rELI 53T9o.1 1 I MAIN.FIRE YEL DOWN SRIFFINO STREET) G R I F F I N G S T R E E T PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ORAINASE 5YSTEM INSTALLATION NOTES: I I ° A MINIMUM 1 SEPARATION 15 REQUIRED BETWEEN DRYWELLS WATER SERVICE LINE,UNDERGROUND UTILITY LINES,SEPTIC I DATE:05/12/22 SINGLE FAMILY RESIDENCE ONLY COMPONENTS,LEACHING FIELDS,SEWER COMPONENTS AND THE PROP WATER MAIN OSTREET----------------------------J- EDGE OF ALL FOUNDATION WALLS L------------------------------ A MINIMUM OF 5'SEPARATION IS REQUIRED BETWEEN ORYW'ELL5 C CONCRETE SLABS AND PROPERTY LINES CONNECT ALL SUTTER LEADERS TO NEAREST DRYWELL Design Professional's Certification Required. y�aeon DATE 7/26/2022 H.S. O. R-22-0978 APPROVED Submit P.E.or R.A.Certification For The Installation and Construction of the Sewage Disposal System FOR MAXIMUM OF 6 BEDROOMS T ' -- D 40 O T u:�t�r"' Q� Use Form WWM-073 GRAPHIC 5GALE .-. 9rF�F7NE�{ FR O EXPIRES THREE YEARS OM DATE OF APPROVAL a SINOLE LINE DIAORAM LL J M MAIN ELECTRICAL ZERO SETTING a PANEL AT DWELLING ON OFF DETECTION o In INDICATOR INDICATOR CIRCUIT }00D o c Z O MAIN BREAKER >, Lo-? C 7 F O O:t(p t O Z N t INDICATOR GIRGUIT ROM RAM LOG � OUTPUT CIRCUIT 4-1 � U TIME AG (DC) INPUT POWER SUPPLY ONE-CHIP MICROCOMPUTER RANGE/UNIT � m GIRGUIT SELECTORS + I U c L I Q DEDICATED,30 AMP SINGLE-PHASE li CIRCUIT BREAKER ELECTRICAL SERVICE ❑ J TO HYDRO-ACTION PLG CONTROL PANEL HYDRO-ACTION SINGLE LINE DIAGRAM SCALE:NTS i f f �) u FLL CONTROL POLYLCK]O'c 0.BOX W ¢ D4 �N6 SELOI,ERS SAFVIETY PAN�F- W HPI]O SELL 11 G TE(BAFFLE FRE_�T CONC. LOVER p.ELOyI GggDE LOVERS BENEATH COMSSOR REOD IP INLET PITLN PF.BI.—I' PRIMARY LOVERI EXCEEDS 3'PER FOOT) (TYP;ALL RISERS) o• I IN.-b'MAX _ SR MAXIMIM SLOPE MAIN IN - INJ. MIN.4.O SCR 95 EL.•]40' wL oR EL. nIN 4-o scR 9s PROJECT: ' nIN PrrLH J•:r we oR ED. FJ,(J}y, __ MIN PITLN d':I' WN_ MIN 4.O SDR 35 LINE L EL.•]49' wL LR EO. B INV. INJ. INV. - --------pLpy.I LINE NORTH FORK MIN PITLN i11' EL.•]S.9' EL.•]3.T' EL!]35' INV' a< E �39 ESTATES-LOT 1 r , PROVIDE—1 IRON ]'MIN.DROP W FIFE EMENDING]'-O' A D I PROVIDE 1]'TKK.MIND (PROVIDE END LAP > N.FROM B1ILDIN6 I BEO OP SAAD OR PEA TYPE LEVELIW LEAGHIN6 Q U EASEMEnT - Fq•NDATILN Jll ER^VEL eEi.EATM DEVICES Ai gJiLETS) FOOL(5J m e GRIPPING STREET E ,IB.I. DI5 RIw lcN SOX w 5•-O• CUTCHOGUE,NY 11935 LLJ 1— �J5'-0'� HYDRO-ACTION AN600 ]45 WTRO6EN REDUCTION SYSTEM REPLALe EXIST.SOIL � � DRAWING TITLE: 3'GLEAN SAND / B'-0'�—: BILL OF MATERIALS COLLAR wRRauIroIN6J � � WIRING DIAGRAM LP.WHEN EXIST.SAND ITEM PM DESCRIPTION D,Y. �6MVEL rsPreHB SYSTEM DETAILS LAYER NOT PRESENT HA-AN600 TANK,-CO,245 NITROGEN REDULTON 5UFFOLK GOUNTT' HEALTH DEPARTMENT APPROVAL A 80055 TAW,ANbOp 245 PRE REA MEM OZ B ISCCO] 5N6 5TANDARD]iA1:K LONxELTIN6 KIT PAGE: L IOOIII ASSEMELY,REtIROILATION]49 LONPLETE MBOO I — ———— NI6IEST E%PELTED -�.——— C /�) D AN60O-P ANBOO W PLATFORM CgMPLETE S P-1 O L.O O 6Rd,ND WATER EL.•99' E ELSO-50L-I20-PLL OF",ECSO-SO-L-IIO-RL INNOVATIVE A ALTERNATIVE ONSIrE WA5TRW TER TREATMENT SYSTEM(I/A 0WT5) LEAGHIN6 POOLS!]) .. I. I/A OWTS SHALL NAVE A MIMMUM TREATMEM CAPACITY OF 550 6PD I3 BEDFi00MS)•. I. LEAGHIN6 SYSTEM FORA 9-0 BEDROOM RESIL£NGE EILALL PROVIDE 400 FN SIDE-HALL AREA (UK iLL•n-c PROPOSED—ONANBOO PROVIDES-0 6PD TREATMEM CAPACITY, (])B'b x B'MFFELTIVE DEF-)LEAGHIN6 POOLS PROV ICE 400 FT5 SIDE-WALL AREA /— N ]. INSTALL ALL COMPONENTS AS PER MAW.SPECS. (I)B'O x B'(EFFECTIVE DEPTH)LEAGHIN6 POOL FROP05Ep FOR 50%EXPANSION LI SEEATTACHMENT(S) 9 A TO'N MIN DISTANCE BE HEEN TXB I/A OWTS A m EU N A S WI H LE AR BASEMEM S A L BE ]. LEAGHIN6 S S-Li. BE LONSTRII R OF PRECAST REINFORCED CONCRETE(OR EWAU a y[x wE MAIMAINEO,OR 5'N.IN DISTANCE IF EUILORG 15 LPON A SLAB. C. PLL LOVERS SMALL BE CP PRECAST REINFORCED CONCRETE(OR EpUP1). �__� � 'T 4. A 5'MIN.DISTANCE EETWEEN i E I/A CNTS D OIST.Q'JX(MEN PRESENT)STALL BE MAIMAMED. A 9'MIN.DISTANCE SETMEEN TF£H 6FEST RELLRDEO 6RRNVN MR LEYEL AND BOTTOM OF 5'EypTA '(aED A —LE A TREATMEM CAPACITY OF ONLY SW SM(5 BEDROOMS)IS RE-RED FER THE WMBER OF A. LEAGHIN6 POOLS SMALL BE DISTANCE BETWEEN LEKNIN6 POOLS AND WATER LINE 61ALL BE MAIMAINFD. �� PROPOSED BEDROOMS.SYSTEM SHALL BE CAPABLE OF ALLOMMODATIN6 A b BEDROOM CAPACITY. DISTANCE EETW'EEN ALL LE IN5 POOL5 AND I/A OWTS SHALL BE MAIMAINED. �g[wa•— �. es f�"m ,O 9' # f' CLEANOUf DLTALL fOR AREAS NOT SUBJECT m VEHICULAR Twnc LV A.L 4EAS.ALTEFMTE•A•IS TOE ems.AUrmu•3'R FOP.USE MTR BLOC.EGEE9Of/CC fLP.CNI 9T 0337 Q6 Oar FOF NE`I'1J PROPOSED SEPTIC SYSTEM DETAIL GLEAN-OUT DETAIL SCALE:NT5 SCALE:NT5 i j ~.9\ s"'•1• •' . r'+ ` �' .„. C' _, ram; . ^4.5 - 3 f r�°`� op ate. ; -'�►'�y�'""..,��,�:`t`�:`�..:._�•�� ,�`! a '' f,• ' •.: :-,� �'t'�`��'`� - . , 4 �` a �Y "M Q . :« ''.,,,.: ti + ' = - ` ` ` >�`1,: '"•�: - PROJECT / ZONING DATA - - - -- - - -- - - -- LOT COVERAGE % LOT LLJ TAX MAP # 1000-102-05-1i.7"i DESCRIPTION (FOOTPRINT) AREA COVERAGE CD CD 'F➢«, '' •;. ••r m y, ryf °` , ''yy 4'• .3 .•.'yR: `4y,' " -s� , ' ��- •*' •..• R. o _ I °✓ i s y ZONING DISTRICT HE3 / NG M "s • >a r. TOTAL LOT AREA :2 b& S.F. . ... ', 7"\V , ., ,� LOT AREA O.6 ACRES`» "�{ « ROPOSED HOUSE $ GARAGE 2,1-15 S.F. 030kk a P 45�� , �, � @�* „�.; '*` SUFFOLK COUNTY HD APPROVAL REQUIRED 5SUBJECT PROPERTY `r r✓ ,.. �,; PROPOSED COVERED PORCH 175 S.F. 0.6� O g -" M ' ` A •-4 '' �`rF ., f� "'� ww °�' d PROPOSED WOOD DECK 164 S.F. 0.690 p Z O e-.. ;__ .; .q�,r ';;,• tr. A :•&`N.-,,- "s. ',.,,•"iY. _ l�' :\<J' • `.• „w.f,. , 'fir f ;•. HABITABLE SPACE PROPOSED cc TOTAL AREA F 'c O ALL STRUCTURES 2514 S.F. a.39b A �j -:I ; ~ - : k ; BASEMENT AREA DRAINAGE SYSTEM CALCULATIONS: c N *3 ' • ! �a. : J y' '� x **MAXIMUM LOT COVERAGE ALLOWED - 20.09c EKED PORCH- 50 S Ft - • • PROPOSED HOUSE GARAGE COVERED = 2 5 O }' +.� ` � � FIRST FLOOR AREA 1,445.ci S.F. a., Lo +-+ - 2,550 ScL. Ft. X 0.17= Sofq.5 r" 4t cu ` 5oiof.5/42.2= q.5 VERTICAL GAL FT. OF 8' D I A POOL REDO I RED Q 0 O '' .M v(. :, ✓r '' ',a ' 3� '�` "' . ,. + ��' SECOND FLOOR AREA 1,870.4 S.F. � •� ;"� ,�' .. PROVIDE (5) 8 � X 5' 6 DEEP DRYNELLS LOCATION MAP TOTAL BEDROOM COUNT 5 SCALE: NTS DRAINAGE SYSTEM CALCULATIONS: Q.� PROPOSED ASPHALT DRIVEWAY= 1,152 Scl. Ft. L- 50' MIN. UTILITY 1,152 Sc[. Ft. X 0.17= 2oi4.44 BUT SUFFICIENT TO KEEP O POLE 214.44/42.2= 7.0 VERTICAL FT. OF 8' DIA POOL REQUIRED SEDIMENT ON SITE PROVIDE (1) 8'� X &' DEEP DRYNELLS 4J 70 EL=25A' I VACANT LAND U '— HAYBALES AND OR SILT FENCING 540°15'20"E _ - _ _ _ _ 165.0 _ _ - - - - - DRAINAGE SYSTEM INSTALLATION NOTES: d STREET EL=31.1' • A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYNELLS -IJ m O w TREE I WATER SERV I GE LINE, UNDERGROUND UTILITY LINES, SEPTIC ' — O o I o COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE o EDGE OF ALL FOUNDATION HALLS r 0 I A MINIMUM OF 5' SEPARATION 15 REOUIRED BETWEEN DRYNELLS 4 U c y cA/ O w z I CONCRETE SLABS AND PROPERTY LINES o HAY BALES AND/OR SLIT FENCING CONNECT ALL GUTTER LEADERS TO NEAREST DRYNELL Q '— �� v I nn,, O cjw I w W > `L NOTE: Q p v I 1. FLOOD MAP DATA: i STOCKPILE SATORAGE o MAP #: 56105G0165H MAP DATE: OQ/25/200of PROP. 9 600 S.F. STREET d z I FLOOD ZONE: X TREE 50' REAR YARD 5ET3AGK / I PROP. - - - - - - - - - - to HYDRO ACTION 2. SITE PROTECTION/SILT FENCING TO BE TILT AN60 I/A OWTS x' I m INSTALLED AS REOU I RED BY THE TONN OF CONSTRUCTION ENTREANCE-FOUNDATION OF COMPACTED POLE wl RE OTE PLC GONTRb PANEL < I ( SOUTHOLD. 3/4 STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. d FILL TO 18" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE I w = PROP. 20"0 - � POLYLOK 015T. BOX NT I/A OWTS PROP. 0 5. SURFACE WATERS OR WETLANDS ARE NOT (SAMPLING POINT) PROP. REO.-DOF AS WD. DECK PROP I I i LOCATED WITHIN 500' OF THE PROPERTY. TEMPORAR`r CONSTRUCTION ENTRANCE I 27.3'� D.w. i`' MIN' L w Q SCALE: 1/4" = 1'-0" �� _ z ��- I r �, a Q 4. ELEVATIONS REFERENCE NAVD 1of88 `I 0 �n I p v > TOM cRETE 4' I I MIN E PP.MIN MIN, Q O VO MIN. / m 5. NO VISIBLE WELLS LOCATED N1 THI N 150' OF PROP. 24.0 � N G.O. _ PROP• 2-STORY WD. 14O 447 0 d SUBJECT PROPERTY LINES. TYP. � .5,8, � q'� �.. - FRAME DWELLING w/ �, d 9 'T � I BASEMENT $ GARAGE j I I p v O PROP. d (5 BEDROOMS) / ----------"% STREET PROF. 10, MINI - n/ TREE L.P. V I F.F. EL.=25.1' `\\ OGTOBER I6, 1496 iC O 0 /GARAGE SLAB z < I O0i❑OOOOOOOO� TEST HOLE DATA O TEST HOLE DUG BY t, I ao ❑aoa000aa _ UTILITY IL n ry I W �l Uj � 14.0 � McDONALD GEOSGIENGE pr —I o a ❑o 0 0 0 0 0 a 13 PALE o' O I - I AS SHOWN ON LOT NO. 2 j =1 O I❑O O O O O O O 1- 30.0' PROP. 24.0 - — I OF FILED MAP I OOI❑0000000 J "P.- n n Innn n nra�n_ I to I > f- Qr p I PORCH ��0, in \ I w Oz !I Ll -� Y OL SANDY LOAM O ' I V DIAMETER PRECAST z a ( \ I I 0 N CONCRETE LEACHIN6 RING. T- < I I PROP. I I PROP. 5' I I - WATER SEE CALCULATIONS ON PA6E I � O I D•W MIN.-1 I > SW-100 FOR POOL HEIE�HTS \ D•W PROPOSED \ 111 2 O ML LOAMY SILTY SAND w PROP. 11 I _ / I \ (z I STREET _ - z - TEMPORARY - _ h_ --I TREE m 40' FRONT YARD SETBACK I)- O 001`1CRE —1v ►I DIAMETER MIN I� � WASHOUT �� z Lu 5AND s cw EL FILL O ) ( GRIFFING ) I Q 0 AREA ,n o T In w Iu i s Q 7-rF I GAL SECTION ® LEACH I NC FOOL O m d i z Z Q Io I4 z I- � SCALE: I/4" = 1'-0" I Q o o ly o ILU i o I PROJECT: O F u1 I� I w ,; ,,, I� NORTH FORK ALES AND/ I!X O 10 I PALE BROWN FINE ------_OR SL,�ENGI I �•-�\ �� I O i SP TO COARSE SAND ESTATES — LOT 1 � I PROP. I 10�- 4" VERTICAL FACE GRIFFING STREET �.�g _ _ _ _ _ _f _ _ _ _ CUTCHOGUE NY 11935 BEDD I N� DETAIL � — � � — N3a°38'20"W � —r 142.52' PROP. I PROP. PROP. PROP. SCALE: I/4 = I-O' STREET PROP. STREET STREET TREE STREET I TREE ASPHALT TREE DRAWING TITLE: IS' MAX. G. TO C. TREE I DRIVEWAY - .--- - o� �00 GONG. WALK I 1'i.o' SITE PLAN z 11 F TRENCH DRAIN COMMENTS: NO GROUNDWATER STORMWATER CALCULATIONS N �a ENCOUNTERED. HIGHEST PROJECT DATA ; LOT COVERAGE sl _� EXIST. - --- EXPECTED GROUNDWATER EMBED FILTER GLO = � E " MIN CATCH I GONG. CURB ELEVATION 15 -9.3' PER Ul II 1'; DETAILS MIN. b" INTO GROUND 4, BASIN I PROP. FIRE HYDRANT (TO REPLACE MONITORING WELL 532390.1 EXST. FIRE WELL AFTER PUBLIC WATER SEP -1 5 2022 MIMUM DRAINAGE AREA �VO� FVO� lJ R I I I`l lJ S T R T I MAIN EXTENDED DOWN GRIFFING STREET) PAGE: 1/2 ACRE / 100 LINEAR FEET swPP-101 G I SILT FENCE DETAILS PROP. WATER MAIN ® STREET I ---------------------------------------------------------- ---------------------------------------------------------- SITE LAYOUT NOTES: SCALE: 1/4" = 1'-0" 1. THIS 15 AN ARCHITECT'S SITE PLAN 15 DATE: 09/13/22 1 OF 1 B GT TO VERIFICATION BY A LICENSED Ar�PREVIOUSLY LAID BALE. ,,��'�i�,,`Y�'�'�',,�, SURVEYOR. THE INFORMATION SITE PLAN ,'''�„/'i REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. SCALE: I" = 15'-O" •_ ' FLOW 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MARCH 5, 2022 AND PREPARED BY: \8,�Sn��V O CONTOUR 7� � ell, � 4 l2 SEGGAFIGO LAND SURVEYING PG. R5: STEEL PICKETS OR 2"x2" STAKES 1.5' TO 2' IN GROUND. 500 MONTAUK HIGHWAY � �"�"' � DRIVE STAKES FLUSH WITH TOP OF HAYBALE5. MORIGHES, NY I Icf55 OF ;�0,� (651) &78-0120 ANOHOR I NO DETAIL/STRAW BALE D I ICE DETAIL SCALE: 1/4" = I'-O" n= cAR.s „ a'aatl �� 'n T= ATvti_r:DTES. . r�tc,-��0. wres ttivm w,m ucen>e >.a•�t tv w ch^s4ew s• -.5 , 4h ARLN-EATS SITE PLALI a N 'I � r• 'J xem:kow N Vase•.rers �•� C!��• 5UH_._Li TO JERIFILAT,Ou BY A LICENSED R burros Louny eLOOCo:W 056E W 1K°V,e Svp[k reGarb:+eb rccon:�::rnove Qe lre n,o-fvwa.>-:dlm I eY "�•�s, ��t•4 r1'a . �,� �, REPRESOR r.I=_IM1FORM AnoN a Sssa»sal W Srr U✓ Dee d lmv eqo Iem Prwmee by (ro REPRESENTED ON THIS SITE PLAN IS TO TI+E Ae ar APtly, t b 5�t Aan y Aam emanbtl tL��>zlxl achy M © ✓ ``w.�� . ARCHITECTS BEST OF KNOWLEDGE. W rose o s[of lkensce/A eWTS✓ab�ave f.•N a JmwOuwm tole�en a e:oa;ev°eem-or.�erm quytar s�l w W `O A,Vw OWS;ro>t ben eg>[cee nN tro OcpeVront n o n+mm 9-Ncn W me I ebe as I],SR/EY INPORMATIOIDAT WAS 05TAIM1EC I J o prvperW by mnpsteP sore AND A—REV DATED MARLM 5.]022 C • N artcb It w Slre,x Avvw So:IWy Cvve Ilree No.n AM1D PREPARED BY: Q _Parhnent go�esq cert,fkvebn or eopUtev L C OWis Taece°null be wwbe0 MiN a eemle welat.A SECCAFILO LAND H',A,"IN6 PC. N m,t/mvnnole a ebV:wtbn koWro pVueune mw m ;� 5O0 CltEq K MIGMWAY 5.An av ee Loerouo•om rmnb.vice Convect between ereo rot au>ystenm.IN i.ult�Ipm,aecnsg ewcwee v:,ie>m �. -y Monbnecct Prwbcr oro Preper4 ormr not m eubrlttaA b tro ° He malm Is approvae -tm OcpeWcnt. 1 CMOWGNES.N'!Iw55 ar DepoNmnt p br b woI or tie VA OWTS regbo-ow ty ero oba geomr Uw+ SUBJECT PROPERTY f65U BTB-OI20 Z p Deportment ecce w:N wrtkb w d tro Sulydt Av;nty M top of Va VA OYRb toot+Fell rot m Ioc O C ��cam ]5 teat or bee trap oro lest bob-r,no,gme, ♦ }f I I d �Y V AtI ysedbo VA OW5 a tee ere y¢mI 9-we 5,At°nmm�,ou somp,ng:rov:ok>>rou rove 2o-Kn cove•eo ' t '.l �:tio' C 0.3 N A. ants m oporotM°'ro wvk"c c°on°nvect.A.tr<Na ocwss opensm to gmc bcalee war trm Wet oro wtbt -,j/,A\- o o. wlbl 5-yc operd�e ccnvoct ron even troll be e r r]D-I-an elProbr wbeerelgt om �� e,{� 1� a=+ O y c�yce.p-apr�4 c..ncfn o'e e.pcGtce b nakrmw gvPr�atm" s:+ectyr�or I°c 1-1 N tcnovs cvnVocl n.......ae.mP wIN Mtkle a Nc lyol o 411 c >ero,�be mslgleo h acceext wN xetbn �` lD SNIeniknAwntj Swilwy Aem. 5-III INi. �` }' ***BENDS NOT PERMITTED ON TREATMENT a 5.rust>I.w enTS regyes o ver4 ero am van ba arteo b tre G.MM0.r serplvq�vlae ere cygoreo b m,r>b,I°°n e ®�.•� � ®/��,�� rocl ar Ve•cabcrcc ecye ecrvcc.Vrft�p,pcn va,I c.lcw o olv petyg eta.ve nm m � ®�� ®� °Icy am.a ire tad ryc Nc °I N°vu. N°�Ilc Cc Ira �c°l lM rasa°ncr.!°°'.sA ."`"a�C �sV f U UNIT I N L ET LINE(S) ON NEW CONSTRUCTION nrol�rwe raoaa,>emd,on d eo!ro t r5ac bo°rg.'O - u/ ' >bpeo porebr�ue.od Ir Goa>.re.e a n ret Pr°auc°I to mk rant Va untem to tre ra;aercc reel.o vm!pFa ay be PFeo tv i.-na wlmt yvare de.bt,en erdl m e .e...d LJ Ieet babe LOCATION MAP Ve arterl[r of W resberca eo temnyote c nnnvn of IB Nerae Nc klvt evert dcvctm4 mwe eem ee d Ieme 1 Imo iron property,ye>.,. „one p, s eia11 m loeo:ae a mnsvm a 9 reet Irma oy wsm.o B.5orgl memobn wII nave on roIm aiometer or]leee a an SCALE:NM wq oso mat eermnom wIN a corbe n ter mvka.Al vent ne a vl 2 foot N 2 rmt ppcn mat rove o mnlntnn elanabr d]Ymnce. Mre sro I b°o mwbrvm rote tkn eepN below tro wtbt Invert _ .- .: 4 , b,rob,eebr oro�+a d Ne vA oWTs mroe ce.aema b va a avatbn er e,t r,em. F!zq_q T,/.At11N6',CIATA _ f= _7'3` DepebroKb 9eWeprwee/A OyrtS a:aece murncn popem a ••-.'.. .....•.. auerewme w N lr:e st 1. 1>-App-wa,vn Mve°cnent d ,O.All e°.+er pipe PeroVv[vro n W evmpiny mmaole sna,tw O POLE OVT OLE Imwdlvc oa w,tcrrotive cse':te wosbwo[cr Trodmcnt S.abns' wabrtlgnt. TAX HAP° 1000-102-05-9.1 POLE 1h✓. MIH,MUM OVS BN a• trt5 G °_ '�SF.v_ ZONING DISTRICT HIS NC, I r A OY95 hots sue„m cwevycbe d Prccasl vyrcb. rgNrRO EAnL�I t EL a28 9' I —VACANT LANm -—----—-_—-—-—_ 165.0 -- r 91basNPoyemc wkrieYoFPNkx.ue^"Pbslkn.°r d+o 1.lFo rnNrpme W.nv>m Ploe<°°Wb°on°sMeWle "T,.. s _ i 530'IS']O'E _ _-�___ eepev;mnt etemew ero IONYLRR vameto ro eWGwe trot a nerrbs.Abrrotveh/,ero porol LOT'GOVERAf��r. ir;`:, .� :.�' Appewl.T5-w,M use d abal eWs's pronaeee mey be montev rn on wtnbe;a,l d trm sbutuTe rprefe-mm i t PROP. EL ail 1' m ty room rot°I,vsm speGe)Ober bwtbro le muntng LOT AREA g TREESTREET p s Ylan an V4 OWtS rcgvres°xptk too le P—Ne um poro tw oa cbn+berm by tro Depo-tment ono DESCRIPTION(FOOTPRINR) COVERAGE I Y �ptk tw>Me„be aaebce n ncco-oeaa wIU xctbro},Ot cmeatycex bosh w wN VA OWTS maulo<tuer ppprwol. I w },Da d Na stoboe. 2. be de 0 TM tore d Ne VA ,5 olm Frovber must el TOTAL LOT AREA I ry I O Q 2T,Ibs S F. I n l O 9.N:,e»oNarwae epecllbe.Nc,eerJ:no sVUGGrc/aeten Nd tmntllbe Ne ouislee a ero panel eb F:GNbe o prom r I -" IT IonoPs o.VA OW:_soon be msbrev::occeoeac-w;tr.eee!'an b ccnbcl y.trot or alarm. FROPOEED.GIBE a GARAGE 2.115 SF. BO% I I w b-ILT oro}IIO d NU staaco.- !.Fater�peel P__arobbs Ve e:elem b m>evkev d I I I Q a,u o mym+r eu VA AWTS rrcvNert teW eron taro]o-ycn an.[Imo,ellmyotva Ne rota b otter 4i ysbe of ve woos-g. PROPOSED GC/ERED FORD-'IF ITS S.F Ob% erym b tom bmtev war Ne ybt eb a.Tra peel bw m»!be wiUt vkw d Ne etatc+.lacetbn b ro,p I wtbl eov°ersssron to elNer]O-yen dorcw Pctertiv:t ere IocllTob ape°taco 0o menbvm. PROPOSED WGOD DECK 164 S.F. Ob% I 1 stet-prod bctyc cmt ye revere er[w.rcpunuc ewrrs d I F«Cei grime wn co+crs oro cra:.mys.'rnos sron to ms'g:ce. s T Nco:trIX�i peal eron be Plate of o comrortmle r yn:Ier 93% I with xct,vn}III of Ne>tnmtl. eece wIN FeOerol Emmrgcrou Maroep Aaezy TOTAL AREA OF ALL STRWT/RE5 2514 S.F. I I IFV,ntJ rbm zoro reevyemanb. I I Q 5 vamn a VA LW'b b cgprwce b m roblbo n°o-ulcww ••MAX MW LOT COVERAGE ALLOhED-20.095 I 1 petvg eeo tlm Wt 20'm m>Igap env/e nsb„ee b- b.Tro PF^FI roll meet Ndbrol ElceVkal M vmor°rs witMlea w5-]C a M-=0,taong w m>�g:ebe tv MSMD Aentmbtbr(tatsAl a<npecllketlrns. I m y ona,It "t'°t tx rv:y eleeVmd eoroult T. Nam: 1 1 b.6o-oom _tlm:,rot m pe•mceee.Ari.a I/A OWTS a T.AI,below gme wreg a DATA:I.FLOOD MAP I utl,vm a >d nc..vm eaposd. c must rout opProplob teals b prevent gasce ee mebwc I PROP. iron.cocnro ero wool pet,or jemuon boats. MAP=: ? STREET 1 r>+rol,roe aeeMrge yea a I/A OW5 oro tro MAP DATEM::OP/25 rOOP I -d TREE pope nt rcwwro:lm..ere edbro- ar.mw m cenccbe b D.Emn eusb.er:ol m equppee wrtn o rurctbnYa we.uro sale+^ FLOOD PCiNE.^( PROP. cm n acmPtmb b Tcwn o Yiba bulbng .nW wn,octM1de ble we va:el°woe bat ra m ri°iIj 1 1 HYDRO-ACTION DepeSronta. teen oro lace by tta ouupetn or tro wllo'rg ecwctl M ]_SITE PROTEATIONJSILT PENCING TO BE I AN600 I/A OWTS Dcpebcn[rccomrows°b,cmctry ecvico m Wto Ice< IN57ALLED AS REONREO BY THE TOY-OF I �� /REMOTE PLC H.VA OrRS tona>arot,m weeartbnt ea cwwctatl of spno oro �wwo enaakrc rcmete obrm rourcotbn b Vle Oe-provacr SOIfftIOLD- I I CONTROL PANEL maebl+tr:e[ee net xe'cct b e.w»Iva cerrmbn a cretl W-tro OIM ogacmcnt. mcay a.5,ete+n w.r!ec roe orobroo b rbr b;ewlry eo B c-I-.RFPGE WATER:.OR r�ETLAtSS ARE NOT 1 a NI lob mu>!tr.,etertlQt,i..o mao-mm d cro✓o-g teas oe recammcrxe b tm ceV mco-a el LOCATED WITh N 5Oo'OF THE PROPERtt I PROP,20'o VENT O .9 PROF. cq ep�a voo I PCLYLOK D19T.BOX e P.ceuro tents pe[mI cper°I peel PIN wtartlg!•roll x enter rectum bstye er voter tealyo cty de the n:etem wryc o I (SAMPLING POIh-: FRCP. TREEOROOF A5 WD.GEGK /FIiOP� i i ncGcm to bllaws. pcPar ELE V (ON;REFERENCE NAVD I900 LP IO vuixm t°styo.Seo!be cnpty leY ors oPP,y°vocaur.b rov --- z8a °Vn AnT� T4 n S.NO VISIELE t-ELLS LOCATED WITHN 15O'OF ra;yeenrloamr;er meters.nb brx k cProvee n Peg or I.M atiGvktl,yncekr m.xrvyg Ne�eme Fete oe neat, i - vocwn a rob le W:nivtce mat m wo[cKIG+!one bcobe outnbe /A OWTS toot Gnpnper 5U5_96T PROPERTY LINES. 1 I t'r F 'I' - r.vtcr Lcatty�aScol b:lt IIIt!oe wen.der b wt,ct overt ].4y bmwvro bcalce wUlm of tro I/A OW5 ant ma!m pbcoa I 5 /p�p,� g' 10'MIN. ° e]A K.vn.RvIIII Na tot b NP vvtbt evbrt o rc b,p,mtk a rtaabss:ee rove o ewnQrm I II M11 BP,/MIN. MIN.O 00 PROP - dtcVa]a-b:r p°-bv b caroble.Let Ne o: n, ° r ar SDIV 510N InPORM4-^vN I ^ ? L.O PROP.]-STORY YE. 9 moTb+d Io-rour Pebe.M eW a aPP'w°°'xA..ob°avel b MAP OF WILLIANI J.BAXTER JR I Q .46•ry FRANC-DWELLItS W -__-_--_- rob to Ne ro-uov mrbe.tsotar�asaure tents°n !.Ono nrps v-tl flod Vee>mot m oeea»ble env xrvkeoble LD-NO I JI+,..�y))) BASEMENT a GARAGE - reremmeroea b be acne a+ste d r:roblbom. tram cc»opcnnge. MAP NO I]2_29 I O rA -A (5 BEOROOM51 LV RCM' a M rbeU yell be e[taenee b°SGhawb ap EJA Ilvoe Vee LED FEERUARY Oa.2022 1 �l"VIVtI.a-affd-P PROP. / - -C^-- -n R A:RV I IO'MIN. F.F.EL B,EL teat ca m eaallu rcmovee rot+ervka a Jntncnt.M r,mU PROP. L.F \`N Na1I ro[m vtb�Ka b Ne brce man. IL GARAGE SLAB,EL.]b l I.Redemtl mwde enon rove°mnsvn conpre»Ire sVeegN TREE OATLVVR Ib.IPgb i STREET oI 500L Pourtls Pcr levee Y:en ipI)o[]Hrocye mt. 5.M Depebronl nbll araerve Ne ptmp eyebm epeoee Weuan I W IOLtT,ILIrr p »aha,l be a mnnvn d Wee'alas unb>e tro e;Iona,eperoteg cycb ° ]We,I NGsre TFGT MOLE DATA I PROP. ---------- -.EST renxe Prorceswal bJnepm tx le moaam yr No roc°mdn rlttyoa wl,l be mom I POLE I I O bwo+coe cs ccmnp I Prth.v prbte rcquycwU•e trY.. - e F mP test phroccwre L9 C5 Di- BY �y COVERED 1 u -Gos4uctlor.All Lull>. tcq Na, eby.reelercyc MCDONPLG GEOSGIENCE a !°rceV!a oGprce recc d T�pease Per>vwe red(ql/ AS S_ jh ON LOT KO a 1 I FORA.OF FILED 5.Pra-cvs[rmcrcte>ectkva Yon be seo,w w:N tme Br yen w W, I I I w rubmr pye xe,et wnkn eedorm>b AST- DRY-A-naG. p� I A'R Y- I I 1 EL.•CB.a I I ;DR^•_1 I I 1 I I At ;mr Ppc>ero,1 perovea Ne OL $ANDy LOAM I �YJELLy/ ame eMn be ecebe non gout a otbr mew e-ceptabb b Ve t Depvrtmant ouch w webrtgM xabtl Ib•q>b font oro Na plPe >raxau°b Na aPa niN>mnb»ebd ravmranb I � .,T s,Lr sArm I � I� PROJECT: v O , pyp I IJ 5.N,bnU>roIl be eeake x bat tNe tank a wotc•D j.[.See { I STREET I I� I S ccGan 5-u<.9.10.Tess Net ec cast n P,_ r°q—a br I I 0 A TREE I= Iw IQ NORTH FORK approve rran tro OCPe ^t a''°mast tc ccn,fba q Llccnscc 1RnI IW I b 1 de»iaa.�ae.Ae o ner•t�m,v:e rho•o^p wIb d° ; 2 � I; PROP Ig ILU I ESTATES—LOT 1 convoke to t m nvanNkvlt/pe•retl. 6.ramro QOaeekol we%py�brlcN owroNroscn�aernl dprooearb°ovdIsreet°ro er.e.c,vm V»mN:Neoecoec nbe ectl r V rom LU,NuA:ca>IPw tyot:ewNeoe+ccr Irxebuoa bS o t L r ovetweco aa g eittrN>>ttu-bswowtss v eaaeaot wc clp,�we oepb/a eeIt rol..ec:bepNwrby.roec.actvl,.erb b?,�cu apkavtlec cu>Wb mrgt a tvy gu,acIewB«.,l.o cr md�rc°roe ba1Nw.leto ab peaa b t rrenIvdovr Adb I,Br eeet L ro vvhe:TcS I v TPeP LcEe BARGrG=Met's Aw IIII1 II iNul� \Q°N93\EL=23 9'PRLAP. ASPHALT I/AwYlroIae GRIyEKAY l I.D GRIPPING STREE T PROP s E i; E STREE rrzer SE CUTCHOGUEt NY 19 3 TREE BOhT PINE TREE TREE DRAWING TITLE: bm < 5 eanoeu wnI be oe hoer Is tre>mere Non trm webnt or tro wbbr I `��a•s0']Or+ NOTES � anpbceo M waym+cu cakuletbro YeI be tee t I I e=peGbdreeereeo gEwweter ele.roue won bb�°eeI°°+ewe1OnCmely.loll e I SITE INFGRNIATION on tap d ba board aron rot x eorome.m Pren L' I HYDROACTION I/A OWTS I SITE PLAN I 1% GONG.WALK I Iw I SUFFOLK GOUNTf' HEALTH DEPARTMENT AFPRO\/AL Da. I EXIST GONG.GLRB PAGE: enMr�!.:_.rc e,RawcWATER I eErL.cEcVALnTTEEDR EGDR L E I CATCH BAeIh I OP FIRE.DANT(TO REPLACE y T EXIST,FIRE HELL AFTER I ER S P_10 1 .0 VLEVATIL I9-2 PER I59 AN EXTENDED DO\GR$FFG STREET; SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - .T--yeLL s-.secl ' G R F F I N G S T R E E T PERMIT FOR APPROVAL OF CONSTRUCTION FOR A A' SY"F1 ALLATIIO NOTES DRA N' • A MiNIMLM OF IO'SEPARATION IS REGVIRED BETWEEN DRYWELLS e I DATE'O5�1Z TER SERVILE LINE,UNDERGROUND UTILItt LINES,SEPTIC I PROP.WATER MAIN D STREET ` SINGLE FAMILY RESIDENCE Ofd LY LOMPONEh 5,LE4CHINGP EL05,S.R AOMPONEN 5AIDTHE L__________________________________________________________I_ EDGE OF ALL FOUNDAT,ON WALLS ------ ----------------------------- \ A MINIHY OF S'SEPARATION'IS REGNREO BETWEEN DRYhELL5 e • CONCRETE SLABS AND PROPERTY LINES -\ CONNECT ALL CURER LEADERS To NEA0._ST DRY WELL pED a h DATE 7/26/2022 �I-S. O. R-22-0978 Design Professional's Certification Required. /- Submit P.E.or R.A.Certification For ° APPROVED _ ( # J The Installation and Construction of the Sewage Disposal System _- _ 3O T 3 0 Use Form WWM-073 GRAPHIC 41 FOR MAXIMUM OF 6 BEDROOMS o SCALE 9TF O,t4 NE`�� EXPIRES THREE YEARS FROM DATE OF APPROVAL SCALE:I' V SURVEY OF LOT 1 MAP OF FLUJAM J. BAXTER, JR. n SITUATE AT CUTCHOGUE LAND NOW OR FORMERLY OF KOEHLER FAMILY LIMITED PARTNERSHIP J3 TOWN OF SO UTHOLD U.P. 000�� SUFFOLK COUNTY, NEW YORK 78 0 „ U.P.#7 S 40015'20" E 165.00' s � LM sl (� FILED: 0210412022 MAP No. 12229 fol- LOT 1 0� S.C.T.M. No. 1000-102-05-9.7 < EDGE OF CLEARING ( � LOT AREA = 27,168 S.F. SIG ` ACTUAL AMOUNT CLEARED: 24,547 S.F. / 90% ELEVATIONS PER NAV88 DATUM 0 0 SUBJECT TO COVENANTS AND RESTRICTIONS PER FILED MAP, LIBER 13113 PAGES 649 & 844 to U.P. � \/ O 27.9' ~ GUAR N=OR CERTIFICATIONS ARE NOT TRANSFERABLE UNDERGROUND UTILITIES O 70 EASEMENIS NOT SHOWN AND UTILITY POLE LOCATIONSTEED ARE NOT GUARANTEED. B.O' L�.O' THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES W I(� ARE FOR SPECIFIC PURPOSE AND USE; THEREFORE ARE NOT INTENDED TO GUIDE THE A 101% 6 24.0' LQ ERECTION OF FENCE, RETAINING WALLS, POOLS, PATIO$ PUNTING AREAS, 14.0' O h ADDITION TO BUILDINGS AND OTHER CONSTRUCTION.THE EXISTENCE OF RIGHT IiCC i OF WAYS MEIMDIS AND/OR EASENEN/S OF RECORD, IF ANY; NOT SHOWN � CONCRETE FOUNDATION �!h N ARE NOT GUARANTEED v O �F 5,4' T.F.M. =28.8' p UNAUTHORIZED At7ERA170N OR ADDITION 1n THIS SURVEY a A VIOLATION of U.P. SEC17ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP O # 14.0' NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL. N to8 H NOT BE CONSIDERED A TRUE VAUD COPY. ~ 30.0' m 24•0' �' ALL LOCATIONSCA OF AND DISTANCES 70 WELLS AND CESSPOOLS ARE BY LOTIONS V 3.9' FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM O t� G� OTHERS. MOST ARE NOT VISIBLE THESE LOG7TONS AND DIMENSIONS CANNOT BE C� COi � 0 U co SIGN 142. Li l� 111 I V/ l s x N 39®38'20" iI ' s� x sb 52 x� • FEB 0 7-2023 122,p8 o� 2331b 23.70 CONCRETE WALK 24.2 �Ug�DeIVG p W BC22.64 BC23.08 CONCRETE CURB BC24.07 TOK OFSOD Ed�T s�2g$8�22�g D GRIFFING STREET '�°�® +CL22.B7 xzz.es fCL22.62 (VARIABLE WMM) +=3.,0 ,CL23,84 BC PROPOSED WATER MAIN EXTENSION ___ _ ___ _ ____ BC23.0B TCB2 .71 CONC. CURB BC22.67 BC23.37 EDGE OF PAVEMENT EP23.28 F E y SECCA FI C0 LAND SURVEYING PC TC23.68 ;!Za C.B. TCz3.17 Tczs.94 .:p , SECC 0 '� � 500 Montauk Highway * o * Moriches, New York 11955 r Phone: (631) 878-0120 Phone (631) 728-5330 pseccofico@optonline.net J<v Pat C. Seccafico. PLS Pat T. Seccafico. PLS 01/31/,2023., FOUNDATION LOCATION 2scc0 CA 2D SJFT' NYS Lid. No. 051040 NYS Lic. No. 049287 PROJECT No. 63146-1 SCALE. 1" = 30' DATE: 0310312022 N copyright — 2023 Seccafico Land Surveying PC u.�iuu i uw N6:rurlq♦wv,/M yml�pn�Wwty ,, 41 1 A9 VA�irr'riy./rY�M�cn wtstH -�tr Wls`OwL�yIMtl .arnfNW � .. pl�y�ppy�� p�u�w�r��4� s.,n r•u �.-Dtq'H.rnA \ \. � ��.. rWw'4�v'V'+�.v+.r,NYV+av"Yvv rMl •I p.W MG,IiEG»ul�/,LMGYb ..""i� � �N es•�a�D...`�•.: ,. � a � V Alln.lc»eesTa wee o.v�sn'if iwrw �l�» �tw�lw urw�.rir rl«awOWW1M {� nBdCGT nIGIORY. q� � DiBTAtGPD TO l7n60Yb!B1 LCH'Ot81R1 y� -vl 1:'arr l,ral�t.n. 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I 1 , NORTH FORK �� '°�..:.'�" u �* Ig ESTATES•LOT 1 WINE +7 .�5:r°".v;on. N r ems. 'nw" wi: �n"u r Ip HBOOOIFP INOSTHEET HH�`.'w: r I IQ CUTCHOOU@,NY 11999 q mrrw«wMb WAe.MTW•«y�,y�N maGlAtp eMD - w`, '""C=.�.`ro-w ,,,,;- - D?9Np[49�IIk. r�«NbW�"i1w11«U�Wrl�� !: �� roYM��•�-�-�-�� — "°'°� `"I I � �rtiinrolwanon A"IJILTSITII" AFOL Z�aNTY HEALTH DEPARTMENT AFF90 A -_- H-,REFERENCE NO.I R-22-0998 �' - _ -----�,• -'�'•- --- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �• °�°� = APPROVAL OF CONSTRUCTED WORKS FOR L 6iR I F F 1 N 6 S T R 2 E T � w7P-101.01 ASINGLE FAMILY RESIDENCE C - i ATII eD/10,19D 1 OF 4 .n'�-.,-1`°.-..�co r, ,, +: -................ .._..,..,..-.. .rktefFWa.,�.,.................<___...-..._._._., -- wAlw mmee uHe lent.mreumm u° n evn q - Date 72NN202a H.S.Ref No. Rd2S9Te moaa.,uAe we vas,cawaeAOAw Poy i; AN _ I =2025 -- -- .-•—•___ e.. - _ } eDsow All."ocAnan we'Oi a t rc«wrv""aD'wrw'avo pal mum Dm�a Gcneirr ! The sewage di eort>er Au au.ot ul' sro lousy wneu j: I.. e 9 sposal end water supply facililes al this location have been 4�. >+.,f,,-,..,y.. ,,,.,,,<,,.�v.s,,,,.,.,,,,,",_.,,..,...,,.v....,,�„�..�.,,,n-�.,_f,,,r..�.�-. .,,�_ -..,,,...,„•.,,f �',,.,,_,,..,�.,,.,.......,,,,.�.,,,,,v«,.,.., , inspected and/or certified by this Department or other agencies and found to besalisfadory FORA MAXIMUM OF a BEDROOMS. 4.. ,3'S manoc x/aET M PCoen � CRAIG KNEPPER,P.E.,CHIEF Oftioe of Wastewater Management .I• - - `" ecAL�"Hi°�o� E TR S P. ICE TO F L EL G E V TO 1.1.11GL1:AN—� ALARWOONTROL PANEL is ' I Im 1 4 11D2 Ilb rn yggggy 1M S2Rtl MAIN ELEGTRIGAL I 1� PANEL AT DWELLING I Its wauax' um mac® +sue lov Mn mr,ruw um .aw¢s•vewe re.a.b..w.,vz'"'i a.icw Ildwnmr< MAIN CRHAKER I Ifs a 1tlw S I � veSSSuar ' la r• �_ I 111 nna I r :if d� m IN W r., -I- rn� - Ell I 116 a+r nm tub 111 fto 117 p leg Q .IYI rv&fi w OWlO,A11°A,20 AMP In -- oINOLI:-PNA2o GIRWIT MCIAKt22 R9 81 In 96 In se In se __^rrul.�'^_-V-me-aa9 moo iE9 ualV�rwn nr tar 1S7 ISI � 9 lS9 t3 u.11 A SII 61NE DI —.---- - -- - ---- --- - — - - -- N. - T I; �,,,.,<,.,..,.i.....�,.n�..n^.-,,.a......w.,�.nn.a<w...sa,�s....w.a��s-..�.�.,,..-��::a-.✓..,.�...n.A-.a...:...n+.....,...+_,r - �..s r.Mam a°�ia rrw'�++„ ��pp��pp Y N .bbtl. d p1U! NY N00 ram a•,.n� �,�0 0..5 I ."_� NORTH FORK u PaO 1 �t$� 4t { s - ESTATES•LOT 1 W nn.or -:—a- '— -a OUTCH00l1,4€NY 33836 71, _RATYtNB �.� .wniw�`c�u'a�ewn 1 Plo-""6�w�.w»..v�. Iaiuu 4� .1 I,,.� K� r� WIntNBBInaBAM F,.r-x�_.�w ��'.� '°� •. _*:, � 6YETEM BE7A0.6 r�f FR�L76 .......... CA TM CEP RTM- T PP" Ate= erstr�' OLYLOk 20"DIST.BOX;2=6 C e!•f:NO:R-22-0 18 i.u.ca.wuerwu Prmr.wnw�wiaxawasen f ��,Ntn6 vAGEi PL4.1!1 fat W AD.I4iA.E.'10.FO111B�1M=Ml L�PK W N�5'+dW§IifA SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES w SP-02.01 APPROVAL OF CONSTRUCTED WORKS FOR „�,,, ,,,,�, „F,o,,, ,,,�,�,.,, ,,e, �•�'�_-a ASINGLE FAMILY RESIDENCE mee.rmrenww.nurepoer+�csee en.a®enueeaa�as iTM+° i -- - BstEie a4 9ov7 ra ea®rf°vewkrFmiN®er.¢a ronPl eeepPro9 eNWtl kefEnr t �II1 IW� jIr'.' we —�,. zs.: I.eti1VA®1Al9Ae®�YrN9B4 F'iE!�w-t[SN1tJk v.•••-••—A'1( L�� [�. � " —.. r {r f Date. 1¢ilaygdd H.S.Ref No. fi�aBf1B _ I � \ .rn. •-:r....,,iw-a-,..�s_.re.a�-»:.;�'..�.�-'as.a:t-��:.�a->.r F L: ..«.,-., s.. 4B The sewage disposal and water supply faalit2s a1 this location have been inspected andfor ceniffed by this Department or other agencies and found. to be satisfactory FOR A MAXIMUM OF r,® BEDROOMS. JAN 1 7 2025 .�ru. ;rn rx rr.r_kr.tee u• .e u,n-.R y •+ t' SEPTIC,SYSTEM DETAIL GLEAN-OUT DETAIL CRAIG KNEPPER,P.E.,CHIEF e - Office of Wastewater Management ° m.w�Kra �ELEV.+31.8' CONNECTION'A'45 - -' PER PACE 0-005 BUILDING SECTION NOTES 2ND RIDGE HEIGHT HEW RIDGE ELEV.+24b' ' O NEW ROOFING NOTE(TYPJ: �------_—_---_�_—_—'---_-------_—_—_--_ 1 I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24'FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER B.INSTALL 15 n BUILDING FELT(U.O.N)OVER 12 4.1/2'CDX P-YYIOOD SHEATHING(BLOCK ALL SEAMS) S.GAP SHINGLE OVER RIDGE d HIPS(AS REOT7) 6.PROVIDE RIDGE VENT(AS REGIV) 5.INSTALL DRIP EDGE A5 REG%' 4.INSTALL ALL A5 PER MANU.SPEC.'s \/ f\ � 2 UNFINISHED R ` TYPICAL ROOF d CEILING CONSTRUCTION:W LTSLc \`1 • NE ROOFING AS NOTED .`' N \n GJ.A5 PE PLAN yam\ • 1/2'GDX PLYWD SHEATHIN&(BLOCKING 6 ALL PL.- SEAMS) RR,c • J.,6 G.T.AS NOTED ON PLANS(®SPANS � OVER 5'INSTALL'X'BRIDGING m CENTER OF SPAN, U.O.N) . m Rz"9 MIN OF R N;_-21 SPRAY FOAM INSULATIO R-25 BAIT' INSULATION' o:GATH!=" BATTeINSUL`ATION GJ'.a", • � 3 I TYPICAL EXTERIOR WALL CONSTRUCTION(TYPJ: O UPON"TYNEK'HOUSE WRAP(OR EWAL) • UPON 1/2'GDX PLYWD.5HEATHHIN6(BLOGKINC®ALL 1V FLYWD SEAMS) -7x6:5TUD5 O 16"O.G.H/DBL.TOP PATE • 2'FOAM INSULATION W/R=I3 BATTTNSOL4TION-?K--2i) SECOND FLOG BmROOM - 12 • 5%5'GYPSUM BD-FHA IZ FINISH BEDROOM GL. GL 4 ONEW SIDING NOTE(TYPJ: ��"��ROOK F.J.AS PER PLAN — I. INSTALL NEW FIBER CEMENT LAP 51DING 6 VERTICAL BOARD t BATTEN 51DIN6 1 G J.A5 PER PLANS 2.IS+:BUILDING FELT PAPER(OR EQUAL) SECOND FLOOR / I 3.INSTALL ALL AS PER MANJ.SPE-G.'s _0 4.PROVIDE ALL NECESSARY AZEK TRIM FOR (ABOVE GARAGE) PROPER INSTALLATION ELEV.+IO.&' 5.SIDING SHALL EXTEND TO TOF OF I� FOUNDATION WALL O N5q 4'THK.F.GONG.SLAB REINFORCED PER PLAN NOTES I I I v �i Hr OVERE or,POST TYPICAL FLOOR CONSTRUCTION: I I ' GPORCH O • AS NOTED ON PLAN 55//4'GDX P YOWD T 6 5HEATHIIN&(BLOGKINO® --_—_ --- ._-- FIRST FLO_OR • ALL LASYNOTED ON PLANS(o SPANS OVER 5' ELEV.+1.8' ROOM A)=�"�LY I I A-401 FIRST FLOOR 4 INSTALL"X'BRIDGING m CENTER OF 51 GARAGE 5LA8 _,UO.N) ELEV.—+0'2' ;() yyy yyk XY x XxX 1 s FJ.AS PER PAN cl )WA X • PROVIDE R 30 BAIT INSULATION W-IERE ' PITCH % I !Xk (YY) zY P.T.DECK J ISTS P.T.RIM JOIST BASEMENT WALLS_N .zIN�SUCATm-FOAM,MIN. GRA_DE®FRO_NT GRADE�- -- I CONNECTION'GI'A5/ . — 'AT`.'RIM b PER PAGE G-003 NV ELEV.+O.O' I I �1 N$!STUD TO m A II lul l II FLOOR ASSEMBLY SL.GIRDER L_J AS PER PLAN . p1� BASEMENT MECHANICAL oom STORAGE Q I I 5 BASEMENT FLOOR--------I ' — — — — — — —— — — — — — — —— — — — —— L--- A-5401 — — — — -- - SECTION A-A/A-301 1 RIDGE A5 PER PAN RIDGE AS PER PLAN l �A\ L/LIYLI\��L.= ✓ I I iL/vh I�L.� I EXI5TING TO BE DEMOLISHED ,r,� NEW PARTIAL HEIGHT N==1 WOOD FRAME(L.G.5TL. EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME(L.G. r==1 N54 FOUNDATION WALL <(1 STL.WHEN APPLICABLE NEW I FIRE RATED MIN.(2)2°x4°STRUCTURAL WOOD FRAME(L.G.5TL. X POST FOR 4'WALLS WHEN APPLICABLE) (MIN(2)2'xb'STRUCTURAL 7-IIV2 27-a• NATURAL LIGHT d VENTILATION NEW 2HHR FIRE RATED POST FOR b'WALLS),U.O.N (HABITABLE SPACE) WOOD FRAME(L.G.5TL. WHEN APPLICABLE b'-T 6'-q '-0' 5'-0' FLOOR AREA 214 S.F. H 4 1 4 o 4 %REG. S.F.PROV. `- - LIGHTING;MIN.5% 17.1 S.F. 41.0 Sr, OF FLOOR AREA FLOOR PLAN NOTES ----- --- -_- ,_T, VENTILATION;NOT THAN OF ESS POOR NOTE: ! �• ,-I. I I m MII N.GLAZED5R AREA 77 S.F. 27.0 S.F. O I. INSTALL FEW INTERIOR DOORS WHEN GALLED I RFOU RED OUT ON PLANS BY'.FLD-YEW(OR MAU. 1 1 2.INSTALL N EX EXTERIOR DCCR5 Y81EN CALLED .j 2'-10° . I NATURAL LIGHT d VENTILATION OUf ON PLAN BY THE (OR EOUAU. ' F = s.DOax TYPE TO SELECT o = 4 (HABITABLE SPACE) 4.INSTALL AS 2. 'H SP.0 . 3.PROVIDE(2)003 O R.EON. MASTER FLOOR AREP. 406 S.F. 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING BEDROOM al � ELEMENTS AROUND DOORS(TYP.FOR ALL)U.ON. 2145 S.F. ;p = A %REQ. S.F.PRO, OSTAIR a RAILING NOTE: �� (\w D LIGHTING;MIN.e% I. ALL FEW STAIRS SHALL HAVE MAX 1-3/4'RI MASTER 1 O �p Q OF FLOOR AREA 325 S.F. 125A 5F 6 MIN 10'Tr-MS 5 SHALL BE CLOSED - O 2. 42'HIGH GUARDRAIL a SPINDLE SPAGINLG BATH I I VENTILATION;NOT LESS THAN 45%OF 14b 5F. 125.4 SF MIN.GLAZED AREA NTT TO ALLOW PASSAGE OF E 4'm SPIRE; 26 ba 14b S.F. 1. 12'-O' REQUIRED 2'-O' %•HIGH HANDRAIL�SPINDLE SPACING NOT � ¢ 6'-O' 4 TO ALLOW PASSAGE OF A 4'm SPHERE 1 � O ® I I I 5. GMPPA13L E RAIL AS PER CODE m 6 p 6 p 6 4 ® WOOL7 FRAME STAIR: -0' S•-y2 q`°(�.)<y 6-2• ----- --- 1. SEE NOTE ABOVE FOR STAIR[RAILING INFO. 4-0' 2.RAILINGS SHALL BE WOOD OR P/C. (.jam lJ ;60 DETECTOR NOTES: I 1 1 HIS W.LG.I. CONTRAG70R SMALL PRO��DE CODE COFFLIATtT26 S.F. ry a HER WALK-IN GL. - SMOKE/CARBON MONOXIDE COMBINATION DETECTOR p I I L _ _ _ _I 1 a{p 59.E S.F. g in HARD WIRED TO EACH OTHAWT H/BATTERY BACKUP. I o 2.INSTALL ALL AS PER MAidl.SPFL.'s 5.-,.i Ir b g,-6•�1.-5.._g, = La B S.SMOKE DETFLT KITH CARBON MONOXIDE I7�TEGTOR WILOCAL t I50� SF. IN COMPLIANCE THH L LOCAL CODE o \x_ � o a p(s)y aL.� x I x OWINDOW NOTE: Q O 4 I ! L °°.f 4 III v I. ALL FEW WINDOWS 6 DOORS SHALL BE ANDERSBJ Q pp � 400 SERIES CASEMENT,DOUBLE"IN6,OR 6LIDINs m 5M/fO 1 I _ Y STORAGE I (AS NOTED);INSTALL AS PER MANI. SPEG.5. FOR o- .o `•'�� . I 1 BATH 5 5LB571 ONS,SEE NOTE a9 IN'GLASS WINDOWS x AND DOORS•ON PAGE G-0O2 IF CASETiE7T I 1 I m 1 V V l I 59.E 5 FEW 12pa0 BTU T SYSTEM, WINDOWS-ALL CSMNT KNOWS SHALL.HAVE I 1 __2�xba k Q `� I MINI SPLIT SYSTEM. STRAIGHT ARM HINGE WtaEN }b 2 Q x 1 ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ g CONNECT LIFE AS REOD 2.IF DOUBLE HUNG-ALL VOL.HUNG WNDWS TO BE �M'A/G TILT WASH NATURAL LIGHT d VENTILATION s u• 1 I 3.ALL GLAZING WITHIN IB'OF FF TO TEMP.6L A-401 I 3�xba J �I I O Q(HABITABLE 5PAGE) I I I I 4.SEE PAGE 6-003 FOR FRAMING F1EI•tENTS AROIAD I I I I I I I I I )RI O S T35'NIEW •�" :p 5M/� ' WINDOWS(TYP.FOR ALU UON. i I DNI �IALLWAY / b SM GO RI o x Nl Troll up IANCE WITH NEW YOLK STATE BUILDING IititI1 PFLOOR AREA 150 S.F. B406.4 O S.F. EGO NOTE: . PROV. COD L n h SECTION R3102l;THE FOLLOWING MANS OF EGRESS SHALL BE FOLLOWED, LIGHTING;RMIIN.6 12D 5F. %O SF. 13-5' 26x6a 2�a AREA NET CLEAR OPENING-_5.1 E.F. OF LE55 THAN 45%OF 4'-{V� I 5I m 1 I Q LAUND. / 1 NET CLEAR HEIGHT--24'MINIMIM - `-' NET CLEAR WDTH..-.-.._20°MINItA1M I.11N GLAZED AREA SA S.F. %O SF. I ,4. 1 /1 I / I I NEW LAUNDRY ROOM: REGIUIRID SM/CO SM/CO 6A S.F. / I 5 O I. NIEN WASH/DRY HOOK LIP I / 11 K I 0 2.COORDINATE LAUND.ROOM 4 DOOR DIM.'. W SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS RE0'S PER MAIN). r BmROOMa3 nEDROOMa4 --- _ ---------IT2.4 S.F.SF. DRYER EXHAUST NOTE: - a u W 141.4 S.F. I.DUCT SHALL TERMINATE TO E}RF]�IOR Y 2.DUCT SHALL TERMINATE MIN 4'-0'FROM ANY I S✓L. �1.. m I I s.DUCT SIZE AS PER MAT. U I I I 4.D .T SHALL BE ISWIPPED W/A BAGKORAFT DAMPER A-3ol A 5.TRANSITION DUGT5 SHALL NOT BE CONCEALED WITHIN A I I - -- - -- CONSTRUGTION.FLEXIBLE TRANSITION DUCTS USED TO A CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM N RAL LIGHT d VEN ILATION 4 6 4 4 G SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO -�- - -� � EXL®6 FEET AND SHALL BE LISTED AND LABELED _ 5 E IN AGCDROANCE WITH UL 2156A b.EXHAIX'T DUCTS SHALL BE MIN OA16'THK RIGID 4 F 4 F 4 F 4 F FLOOR AREA I I SF. I 12-0" 12'-0' METAL H/SMOOTH INTERIOR SURFACES WITH JOINTS 3_I(Vj 5'4' II' }Z 5'•b' 4'-0' RIINAIINS IN THE DIRECTION OF AIR FLOW EXHAUST % VLk,T5 SHALL NOT BE CONNECTED WITH 5HEZT-METAL NATURAL LIGHT d VENTILATION 1xFn Sr.I'ROV. I 3'-0' 6'-0• 9'-0' SCREWS (HABITABLE SPACE) s'-I' 2'-0' 2'-0' O'-o' LIGHTING MIN 6% 7.FINK LENGTH SHALL NOT EXLEm 25 FT FROM DRYER LOCATION TO THE WALL OZ ROOF TERMINATION THE OF BOOR AREA 113 SF. 16b S.F. FLOOR AREA 1T2 S.F. D VENTILATION;NOT I p MAX LENGTH OF 7N✓E DUCT SHALL BET FOR EA 25 5.1 SF. Ibb S.F. FEET FOR FAX LENGTH BEND AND 5 XH FOR EACH m (U O -N�GLAIFDSAREA )>1 BEND.THE MAX LL7J6TN OF THE FXHAUST DL'GT DOF %RC-0. S.F.PROV. NOT INCLUDE THE TRANSITION DUCT. REQUIRED LIGHTING:MIN H%ELEC. �\ I OF FLOOR AREA 13b S.F. Ibb SF. OELECTRICAL METER: VENTILATION;NOT V- NEW EC.ME PE TER AS R NYS MECH.CODE,4 LE59 THAN 45%OF 62 SF. Ibb SF. LrTILITY CO.STANDARDS MIN.GLAZED AREA 5'-�2 30'-0° 14'-0' 24'-0' REWIRED or ELECTRICAL PANEL: O THEW ELECTRICAL PANEL LOCATION;ALL � • INSTALLATION AS PER NYS ELECTRICAL CODE NEW ATTIC ACCESS-FULL L70M STAIR: �ao O I. MIN.35O•CAPACITY O _ 2.51ZE TO FIT t-L EQUIP.THROUGH OPENING MIN 22•x30, I FiR FIRE RATED 4. PROPOSED 5EGOND FLOOR PLAN 9.DEL.•FRAMING YiiEN tJ13V OPENING P. r ,, CGenerated by REScheck-Web Software �(J Compliance Certificate Project North Fork Estates at Cutchogue Lot 1 Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,316 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Griffin Street Anthony Portillo Anthony Portillo Cutchogue, NY 11935 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck,NY 11952 Mattituck, NY 11952 516-214-0160 516-214-0160 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: Passes using UA trade-off Compliance: 12.5%Better Than Code Maximum UA: 522 Your UA: 457 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. r Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,031 49.0 0.0 0.026 0.026 53 53 NORTHWEST Wall:Wood Frame, 16"D.C. 778 27.0 0.0 0.051 0.060 35 41 Window:Vinyl Frame 100 0.300 0.320 30 32 SHGC: 0.40 SOUTHWEST Wall:Wood Frame, 16"D.C. 989 27.0 0.0 0.051 0.060 38 45 Door: Glass Door(over 50%glazing) 51 0.300 0.320 15 16 SHGC: 0.40 Window 1:Vinyl Frame 188 0.300 0.320 56 60 SHGC: 0.40 SOUTHEAST Wall: Wood Frame, 16" o.c. 558 27.0 0.0 0.051 0.060 24 28 Door 1:Solid Door(under 50%glazing) 24 0.300 0.320 7 8 Window 2:Vinyl Frame 63 0.300 0.320 19 20 SHGC: 0.40 NORTHEAST Wall:Wood Frame, 16"D.C. 1,087 27.0 0.0 0.051 0.060 44 51 Door 2: Glass Door(over 50%glazing) 64 0.300 0.320 19 20 SHGC: 0.40 Project Title: North Fork Estates at Cutchogue Lot 1 Report date: 07/27/22 Data filename: Pagel of 2 r r Prop.Gross Area Cavity Cont. Perimeter Window 3:Vinyl Frame 166 0.300 0.320 50 53 SHGC: 0.40 Floor:All-Wood Joist/Truss 2,023 30.0 0.0 0.033 0.047 67 95 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 h designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r i e entsli ted in the REScheck Inspection Checklist. Mftlu �o — Name-Title JSignature Date r D P p374 ®F N ` Project Title: North Fork Estates at Cutchogue Lot 1 Report date: 07/27/22 Data filename: Page 2 of 2 4 7 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments Generated by REScheck-Web Software Compliance Certificate Project Lot#1 Griffing Street Energy Code: 2018 IECC < O Location: Suffolk County, New York F F6 Construction Type: Single-family S Project Type: New Construction '2pa Conditioned Floor Area: 5,130 ft2 rot Glazing Area 8% �� N! Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner%Agent: Designer/Contractor: 860 Griffing Street, Lot#1 Bob Fisher Fischer Michael Catalano Cutchogue, NY 11935 1 Dune Court 12 Arbutus Court Setauket, NY 11733 Greenlawn, NY 11740 ' 6313986906 michael@greenguru.org Compliance: Passes using UA trade-off Compliance: 2.2%Better Than Code Maximum UA: 588 Your UA: 575 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate.of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling, Hot Roof R38 Open cell: Cathedral Ceiling 3,852 38.0 0.0 0.027 0.026 104 100 Wall R19 Batt:Wood Frame, 16"o.c. 4,281 19.0 0.0 0.060 0.060 234 234 Solid Door Portion:Solid Door(under 50%glazing) 48 0.300 0.320 14 15 Windows:Wood Frame 326 0.300 0.320 98 104 SHGC: 0.29 Floor over garage:All-Wood Joist/Truss 474 30.0 0.0 0.033 0.047 16 22 Basement Wall, R11 Blanket Wall: Solid Concrete or Masonry Wall height: 9.0' 1,916 0.0 '11.0 0.057 0.059 109 113 Depth below grade: 8.0' Insulation depth: 8.0' Project Title: Lot#1 Griffing Street Report date: 07/18/23 Data filename: Page 1 of10 Bunch, Connie From: Verity, Mike Sent: Thursday,April 20, 2023 11:09 AM To: Bunch,Connie; Pontino, Susan; Horton, LisaMarie Subject: FW: Griffing Street new homes in Cutchogue From: Lanza, Heather<heather.lanza@town.southold.ny.us> Sent:Thursday,April 20, 2023 11:00 AM To:Jarski,John<johnj@southoldtownny.gov>;Verity, Mike<Mike.Verity@town.southold.ny.us> Cc: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us>; Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: Griffing Street new homes in Cutchogue Good morning everyone, I'm not sure who is working on this,but I noticed at least one of the four new homes on Griffing Street in Cutchogue is marked as sold so I wanted to remind everyone of conditions in Municity that need to be satisfied prior to any c.o.'s being issued. And that inspections along the way need to be done if you can alert us in time. Particularly the driveway drainage because they built up the lots so high with excavated material,the driveways are likely to have a slope. Ideally they let us know when the drainage is installed but still exposed so we can have it inspected. Here is the list in Municity: Drainage inspection of driveways (done while still exposed for inspection) Prior to any c.o.'s a Planning Board inspection is necessary. to ensure filed and approved map conditions have been followed and the lots are in compliance. Sidewalk section on Schoolhouse to be completed prior to any c.o.'s Street Trees as shown on filed map must be planted prior to c.o.s Inspect driveway connections and integrity of sidewalk on Griffing Street prior to any c.o.'s being issued (Planning and Town Engineer) They also overcleared the lots, for which they have been required to do revegetation. We have a performance bond in place for that, but it would work more smoothly if we could request they tell us their revegetation schedule as they near completion. We would appreciate any communication or help you can provide regarding that since I assume you're in regular contact with them for inspections. My concern is someone buys it before it has a c.o., and we are stuck trying to do the plantings ourselves in someone's yard! Hoping that doesn't happen. Thank you. Heather Heather Lanza,AICP Town Planning Director Southold Town Planning i 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. Name-Title Signature Date J Project Title: Lot#1 Griffing Street Report date: 07/18/23 Data filename: Page 2 of10 r - PLUMBING ALL PLUMBING WASTE.. WATER.41NE NEED! NEE AP R VED AS NOTED t N�s ?o _couERll . DATE: ( �.P.# -3 FEE: ,`,. AL ELECTRICAL NOTIFY BUILDIN' ARTMENT AT INSPECTION REQUIRED 765-1802 8 AM 70 •• ='h1 FOR THE FOLLOWING INSPE 0,•1; `,IS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE TRUSS PLACARDING REQUIRED 2. ROUGH - FRANflNG & PLUMBING 3. INSULATION 4. FINAL - CONSTRL.,"7I0N MUST BE COMPLETi 0. DO,NOT PRO.CEED'WITH: ALL CONSTRUCT;.;N s TALL MEET THE ;FRAMING UNTIL SURVEY_ REQUIREMENTS OFT HE CODES OF NEW OF FOUNDATION LOCATION YORK STATE. NOT RESPONSIBLE FOR HAS BEEN APPROVED. DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF Must provide Manuals NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF D,J and S as per �r 1 , NYS Energy Code S ' , BOARD SO►T ' STEES Blowier door N. and ductwork testing required. OCCUPANCY OR USE IS MAWFU; •NITHOUT CERTIEICA i All exterior lighting )F OCCUPANCY installed, replaced or repaired shall conform RETAIN STORM WATER RUNOFF to Chapter 172 PURSUANT TO CHAPTER 236 of the Town Code OF THE TOWN CODE. PLUMBER GgRTIFICATIO; ON-LEAD CONTENT BEFOF CERTIFICATE OF OCCUPAN SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF i%LEAD. SITE PLAN HATCH KEY: 71 PROPOSED BUILDING ADDITION F'=7 PROPOSED ACCESSORY STRUCTURE -R F " PROPOSED 2ND STORY w W W J m O CV 7 r- O CD UTILITY LE L UTILITY O E_ Z O OPOLE »QNw.t _ .- •--� .g � cam. . • ,- �,,. CD cm EL=28"q' VACANT LAND 1.r• °\�"; ,-' �._ • '` '� � ,�>$ �. '.&� •� ! �,�* O O C9 540°15'20"E _ _ _ - _ - - - _ _ 165.0 _ .� yy , _ - . �� / (- Ln N '° •yr` ... � J'�� ! ,'' �- -`;.,,'+� '-!-( ' r��"' `M; /J►; '` '(j� -•r ( ^� �� i-� �y v 'fit, O PROP. r Q O STREET 9 d TREE AUG O L o q ,e y >ar`'t r °,"'�Ya r `' r.r'. t 'q [j/j♦yy��' -f >, Y � w � 3 � Af+ F„�.^ ltiY '° `;` ' R. y r k ° r EiU1DIhI !7E('1, o "4 T.q� ' �`��,.�;fr •r' .�'a' :z r�'`"�,,7 � i9�•L. 1h x�✓ SUBJECT PROPCRTY ♦ + ti '.�``?'yr yam' :! ° ,it`...:;' 1!' ♦+ ` '.tir,® 4—J IN I I sl ,�'�at )wr I _ °^.' ` ^a��''� '"k•.�.rSY �„`,`'{�'a^.. 't+i<, d ,�' � ;�, ,♦,..'°'�/ y'., 5;w.� '�°�'"'"tp�j. ¢ w... � p� y�•� ■/w■, `■ I f ,R a�'.f' .`"'''r*° i J •ti :AAA "ui ar p` r� `. .' � ��. �#� �� '♦ � ,�'"y� �� Y I o PROP. � ��. �,, �.�� . -��. �� F: e '"�,,'� �,`'►,' , �' ' � ° '� � «rl,�`' �".s `� j I � STREET TREE _ _ 50' REAR YARD SETBACK _ _ LOCATION Mir U c T'S1 UTILITY Q SCALE: NTS uJ POLE — FA5E <E� : cn I p PROP. a 3 p 4� ND. DECK ii5 6o1 } I I (5 ,Q0 PROJECT LOCATION &SCOPE 0 I I / 2'7.3'� DRY-/ w Q `I^11rLL� � K K 0 - FROFOSED NEW 2 STORY ND. FRAME DWELL I NO W/ BASEMENT SITE PLAN &ZONING DATA 77 N� OARAOE 00 447' �, —QQ2 ,QQ GENERAL NOTES I i PROP. 2-STORY HD. o FRAME DWELLING w/ jl4.o' I ENERGY TABLE O N BASEMENT $ GARAGE v a (5 BEDROOMS) ------- STRUCTURAL DESIGN CHARTS I o �\ I — — �/ PROP. I F.F. EL.=28.1 F R0 J E C T DATA : /� 0®�.00 , I STREET ,� /GARAGE SLAB EL.=26.7 HOEDOWN, ANCHOR BOLT, O TREE m I // STRAPPING, & NAILING DETAILS I- Jul IUTILITY � _� 0 I I FASTENING SCHEDULE O - I PROJECT / ZONINO DATA I POLE Q 24.0' Q 30D' PROP. --------�\` I - —, - - -- -- --- -- - — O® FRAMING GRAPHICS COVERED I TAX MAP # 1000-102-05-a.7 I I BEAM CONNECTION PATTERNS O O I _ _ I I ZONING D15TRICT HB / NG 6 21 I I _ _ FIREBLOCKING DETAILS &x6 j 1 Sx6 �� I I I I LOT AREA 0.6 ACRE5 DRY-/ I ° °k,R�,/ 1 %�L1! Iz -I� — Q ,®Q PROPOSED FOUNDATION PLAN I� I SUFFOLK COUNTY HD APPROVAL REQUIRED 5 —I 40' FRONT YARD SETBACK I w I ( GRIFFIN6 ) ( I� Iz I�- I z - -- -- T STREET I J HABITABLE SPACE PROPOSED m TREE z ILIA 14 - 1 I l� I BASEMENT AREA _ — ®2 .®® -PROPOSED FIRST FLOOR PLAN o Iw I o j I� PROP. ( I-Qw, FIRST FLOOR AREA 1,445.a S.F. tq I EL=23.q' ASPHALT h Iui DRIVEWAY Ip I I SECOND FLOOR AREA 1,570.4 S.F. - P Q PR TOTAL BEDROOM COUNT 5 PROPOSED SECOND FLOOR PLAN w I0- jV A- 10 .0® o I ` PROP. PRO OP. PROP. _ w I STREET STREET I� STREET STREET I < TEE TREE I p- TREE TREE KX °� j I I EL=21.3' PROPOSED EXTERIOR ELEVATIONS _ 142r52' LOT GOVER,gGE o N I DESCRIPTION (FOOTPRINT) AREA GOVER°AOE _ PROJECT: I A-202 .00 I n I PROPOSED EXTERIOR ELEVATIONS II w i TOTAL LOT AREA 27,168 S.F. GONG. WALK NORTH FORK PROPOSED HOUSE GARAGE 2,1-15 S.F. 8.090 EXIST. - _ - - - ESTATES - LOT 1 CATCH I GONG. CURB PROPOSED COVERED PORCH 175 S.F. 0.6Y I BASIN I PROP. FIRE HYDRANT (TO REPLACE I PROPOSED (WOOD DECK 164 S.F. 0.6% 0 .®0 BUILDING SECTIONS __.. EXIST. FIRE WELL AFTER PUBLIC WATER MAIN EXTENDED DOWN GRIPPING STREET) TOTAL AREA OF ALL STRUCTURES 2514 S.F. q.3go GRIFFING STREET I N O STREET i ; I I **MAXIMUM LOT GOVER.AOE ALLOWED - 20.096 CUTCHOGUE, NY 11935 A-502 ,QQ BUILDING SECTIONS I PROP. WATER MAIN ® STREET 1 DRAWING TITLE: L------------------------------------------------------------ ---------------------------------------------------------- REG2UIRED SETBACKS - MAIN BUILDING PROJECT LOCATION &SCOPE -- _-— - - -- - - _- - _- ------- SITE PLAN & ZONING DATA REQUIRED PROPOSED COMPLIES -�Q I ,®® DESIGN DETAILS SITE FLAN FRONT YARD - - -�-- --- -- - FRONT(ORIFF STREET) 40.0' 50.0' YES, SCALE: I" = 15'-0" FRONT YARD PAGE: (SCHOOL HOUSE RD) 40.0' 45.0' YE5 5- 1 Q 1 .00 PROPOSED STRUCTURAL PLANS SIDE YARDS 15.0' 44.7' YES G-001.. 00 REAR YARD 50.0' 68.2' YES _-_ — 5- 1 O2 .00 PROPOSED STRUCTURAL PLANS DATE: 06/28/22 1 OF 17 51TE LAYOUT NOTES: 5- 1 Q5.00 PROPOSED STRUCTURAL PLANS t& I. THIS 15 AN ARCHITECT'S SITE PLAN $ 15 SUBJECT TO VERIFICATION BY A LICENSED � ��?`FL?1l�C�j SURVEYOR. THE INFORMATION r�{ M. p0 •�� REPRESENTED ON THI5 51TE PLAN 15 TO THE ! ARCHITECT'5 BEST OF KNOWLEDGE. —_ 411 2. SURVEY INFORMATION WAS OBTAINED S— O�.®® PROPOSED STRUCTURAL PLANS FROM A SURVEY DATED MARCH 5, 2022 AND PREPARED BY: � x '-� 037A� t4 5EGCAFI00 LAND SURVEYING PG. J � MORICHES, NY IIHa55 Y �— Q ,QQ DWV/ WATER SUPPLY RISER OF �� (651) &7&-0120 GAS RISER . i i �__---,- - � NOTES ,$ 5FEG 1 F 1(..ATI ON5 CARPENTRY # = 8-IS SS WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBREVIATIONS I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH 2 d BETTER (Fb ) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT -- _ _ IT IS THE C.ONTRAGTORS RESPONSIBILITY TO KEEP THIS coNSTRUCr1oN DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. ��INSULATION TOGETHER AT ALL TIMES. IT 15 Al THE CONTRACTOR'S fZE5PON5IBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAYING SUB-GONTRAGTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPEGIFIGATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING,OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. FpFE ][BASE FLOOD ELEVATION [NT. INTERIOR 11 5' MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _- Q GREATER 5TRUGTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) O GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT LL I. NO WORK TO START UNTIL APPROVED PLANE: ARE OBTAINED FROM THE PROVIDE SILL 5EAL-/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT.,U.O.N. BM BEAM MANU. 5PEG.'s MANUFACTURER'S SPECIFICATIONS APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT,AS __ CG APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-C" BELOW GRADE, UNLESSB.O. - J (y 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED BOTTOM OF MAX. MAXIMUM . ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. 1 MEGHANIGAL m 0 (MSTRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. ____ 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, 6YP5UM,HARDBOARD, AND STRUCTURAL 0) 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES FLOORS,ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR 5RADIN6 b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. - BOTTOM OF WALL MIN. MINIMUM 1 O O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I5T TIER OF FRAMING IS IN PLPGE. 1G.J. CEILING JOIST I NAVD55 NORTH AMERIGAN VERTICAL DATUM OF Ig88 O b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUB5, 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ,ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTINC75 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. II COLUMN NYG BG NEW YORK CITY BUILDING GODS a0 � Z O OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED ______1 •- -i. ALL BEAMS,GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POGKErS, UTILITIES,ETC. TO BE FILLED cu -Y � S. ANY OMISSIONS OR DISGREPANGIES OF PLp:NS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN AGGREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GONT. ��ONTINUOUS - f O.G. ON CENTER -1 > 0 N SHALL BE CLARIFIED WITH THE ARGHITEGT/ENOINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xI0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 1 DBE. DOUBLE 000. - OCCUPANCY I 0 O Z WITH THE WORK. 6RADEMSRK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL 8E IN ACCORDANCE WITH PAGE 6-003. __-_ (9 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AOENGY WHICH COMPLIES WITH THE - J O .F i � REQUIREMENTS OF U.5. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRE551VE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION _ PBFE PRELIMINARY BASE FLOOD ELEVATION I r- (V co UNLESS APPROVED BY THE ARGHITECT/ENCINEER. P.T.T DAYS OF 4,000 P.S.I.,U.O.N. DIM. DIMENSION P. GONG. POURED CONCRETE 1' Q O O -7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 12. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET ON PAGE 6-003. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH - - - BEFORE THE START OF FRAMING D.J. DECK JOI5T5 PL. PLATE ROOF AND IS OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER _ 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. �l EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EMBLIE5 U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE- SLAB ABUTS FRAMING. 1� WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 -- W cf.. DO NOT 50ALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING,GENERALLY,TO BE OF 5/4" THICKNESS AND OF GDX &RAVE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED W f WITH CORROSION RE515TANT TIES - ELEV. �I ELEVATION P.T. PRESSURE TREATED 10. OWNERJBUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THI5 (1) WALL TIE PER (3) 50. FT. --_- - L DOCUMENT,THE C70VERNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D � REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE ATO PROVIDE WEEP HOLES, APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EX15T. EXISTING Ri RISER II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA ------ -- _ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51N6L.E MEMBERS OR A55EMBLIES 15. APPLY (1) GOAT OF TAR BASED VIATERPROOFINO TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. l ROOM _ PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. ____1 IFRESH AIR INTAKE R.R. ROOF RAFTER V- r - - 1 12. THE ARCHITECTOR IS NOT RETAINED FOR SUPf'_RVISION OF THE W ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF IF WORK AND IS 14. PROVIDE 'X' GROSS BRAGIN& AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN,THE 16. NO CONCRETE OR MASONRY WOR FLOOR AREA RATIO STL. STEEL K 15 TO BE PERFORMED IN TEMPERATURES - RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". 60VERNIN6 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO FAR SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE f A.V. FRESH AIR VENT S.Y. SMART VENT -t-i 0-005. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 U51NO PREFABRICATED 1'T. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - - - - I4. THE T THE STALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRU55E5 SHALL MEET THE PROVIVON5 OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF � FINISHED FLOOR TBD f TO BE DETERMINED l TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS - - 1 RUBBISH,WASTE MATERIALS,TOOLS,ETC.,GLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DE51ON STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETNIEEN SLABS AND FOUNDATION WALLS AND IF F ELEVm=(FIRST FLOOR ELEVATION TEMP OL. TEMPERED GLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. - 15. THE CONTRACTOR SHALL CARRY WORKMAi�-5 COMPENSATION AND GENERAL I.1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACE5 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. � FLOOR JOISTS f THK. � THICK � C lei. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A - LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ia. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOf5T AS PER GODS. I.6. GYPSUM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. COP OF WALL 0) AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" TRICK _-- - --- _ Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM G3, SPECIFICATION FOR GYPSUM LATH,OR ASTM G-iq CONCRETE SLABS TO HAVE bxb 10/I0 WELDED WIRE REINFORGIN6. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD " SPECIFICATION FOR GYPSUM SHEATHING BOARD. _ w THE SUB-C:ONTRAGTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. :� Q) AS PER PAGE 6-003. I.'i. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST.FOOTING OF MIN. I6" WIDE x 8 --- - MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. �1UNLESS OTHERWISE NOTED Q I"1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PR.ESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GLASS WINDOWS AND DOORS FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES, INGLUDIING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: _ ATTORNEYS FEES ARISING OUT OF OR RESULT'IN6 FROM THE PERFORMANCE OF I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. _ __ THE WORK PROVIDED THAT ANY SUCH RESULT DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRU5HIN6,DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD �� V.I.F. ��RIFY IN FIELD I IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEA-H OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS STALL 2. OLA55 DOORS AND WINDOWS SHAJ.. NOT BE INSTALLED UNTIL PROPER _ INJURY 15 TA DESTRUCTION IN TANGIBLE PROPERTY (OTHER TRAY THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. H.D. [HOLD DOWN w/ WITH MANUFACTURER SUCH A5: HANGERS,NAILS,SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND _ __ ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: L.EDOER BD.,SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING &LA55 DOORS, SKYLIGHTS,AND ANY &LA55 UNIT INSTALLED f HDR HEADER WD. ��OOD �� I < WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMI5510N OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN 18" OF FINISHED FLOOR SHALL BE OE INSULATED TEMPERED 6LA55, _ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE: DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLE55 OTHERWISE NOTED. f HNOR [HANGER I EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. J ZR ZONING RESOLUTION BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN IAE MIGROLAM 4. ALL &LA55 UNITS SHALL BE IN5TA-LED IN STRICT ACCORDANCE WITH HOT. -1 HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. OEOROIA PACIFIC 2.OE 6-P LAM 1,5.2. ORIENTED-STRAND BOARD (055),WAFERBOARD ORIENTED-5TRAND MANUFACTURER'S SPECIFICATIONS. - 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR KAFERBOARD USED IN STRUCTURAL IONS SHALL MEET _ ___- BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILING,PLAGIN6 A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE /�I I OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. INSULATION $ f N E S TR A T I O I `I� R G U I R E I - I�/� E I V TS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS,WINDOWS, OR - _ - AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE OOVERNIN6 BUILDING GORE, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S I.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A20&.1 AND ANY "1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DE51ON CODE PRESCRIPTIVE VALUE l$ Ig. THE CONTRACTOR SHALL BE RE5PON515LE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT COMPLIES NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 5OL112 SAWN RAFTERS SHALL EVALUATION REPORT. VALUE G I T,4TI ON (PER 2020 NYSEGGG) PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL OLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LA55 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. -_ - __ 20. CONTRACTOR TO REMOVE 8 RELOCATE A5 REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT 5UPPORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AM4.1 CELLULOSIC EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 020.5 STANDARD SPECIFICATION FOR g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH FENESTRATION = 0.25 MAX. U-VALUE = 0.32 WHICH INTERFERES WITH NEW GONSTRUGTION Itd A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/5F YES 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PER R402.4.3 d TABLE R402.1.4 - CLIMATE ZONE 4 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE -_. _ SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRE55 CEILING R-VALUE R-4q BATT INSULATION MIN. R-VALUE = 4q 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED REQUIREMENTS. (PS- U, THE GOVERNING E3UILDING GORE,AND ANY ADDITIONAL PER TABLE R402.1.2 - CLIMATE ZONE 4 S 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION -- -_ - _ _ _ UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO TTr EDGE TE OF THE STUD. REPORTS. WINDOWS IN TUB/SHOWER ENGLOSJRES AND WITHIN STAIRWAYS SHALL BE NOTCHES AND ROLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. EMPERED 6LA55. R-21 SPRAY FOAM INSULATION; MIN. R-VALUE = 4q COPYRIGHT PROTECTION ACT OF IggO (AWGP.A), WHICH HAS SEVERE PENALTIES. ROOF RAFTER R-VALUE YES 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL R-28 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 22.1 THROUGH M 2.2.1. II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. -- - CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES,AND TABLES ON PAGE 0-005 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND MISSILE TEST OF A5TM ENLI& ANDR 6 TM EI886 AS MODIFIED BY 2020 NY5 BG EXTERIOR (2"xb") WOOD R-14 (2")SPRAY FOAM INSULATION MINK. R-VALUE R�20 (CAVITY) YES N STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE,2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING }SEX BOLTS AND SCREWS (INCH SERIES). SECTION 501.2.1-21. GARAGE DOO LAZED OPENING PROTECTION SHALL MEET FRAME WALL R-VALUE R-13 GATT INSULATION (TOTAL R 21) PER LP 2.1.2 CLIMATE ZONE 4 I NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK SPEC,IFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR __ - _ w STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ AN51/DA5MA 115. R-50 BATT INSULATION 2 SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS d MANU. SPEC.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND SGREW5 (INCH SERIES). FLOOR R-VALUE R-21 (3") SPRAY FOAM INSULATION MIN R-VALUE = Iq 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH ® RIM JOIST PER TABLE R402.1.2 - CLIMATE ZONE 4 YES U WOOD FRAMING, AND CONNECTION TO FOUNDATION - 200 WOOD FRAME 22.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL - ------- - - - --- - - -------- CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND (AF4PA) AMERIGAN WOOD COUNCIL (AWC). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE COMPLIANCE STATEMENT: R TREATED WOOD k FLA5HIN0 C. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. PER THE ANGHORA6E METHOD SELECTED IN ACCORDANCE WITH TABLE COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 ERE]. PLUMBING CODE. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 R3012.1-7. ATTACHMENT HARDWARE SHALL BE PERMANENT EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEWFOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653,5TRUGTURAL QUALITY, ON THE BUILDING. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED 0 POSTING, U.O.N). CRAVE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL HOWEVER,WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY PLUMBING TABLE R3O I.� 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201? NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I. SSGTOR SHALL INSTALL WATER SUPPLY,DRAIN,WASTE, AND VENT (DWv) CLIMATIC GEOGRAPHIC DESIGN CRITERIA CODE,NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. SYSTEMTEM S TO NYS PLUMBING GORE ANfD NYS DEC REGULATIONS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CONSTRUCTION CODE. " GROUND SNOW LOAD 25 LBS U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya BENT PLATE 8 LONG 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. NORTH FORK w/6" RISE 8 w/ (2) s/4'� BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F Ibb"I STANDARD ALLOWABLE SET 6 DI5T.,U.O.N. - ADDITIONAL INFO. I5 FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES, AND STAPLES. 3. ALL WATER PIPING TO HAVE CLEAN OUTS AT ALL CHANGES IN DIRECTION STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NO `5- AND AT BASE OF VERTICAL WASTE PIPES. - c ADAPTED FROM STANDARD FOR HURRICANE R:E515TANT RESIDENTIAL 2.2b. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - - ESTATES - LOT 1 CONSTRUCTION;55TD 10-gg AND 2018 5BG HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS EN THE SET FORTH BUILDING GODS 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE FOOT. W/ NO FINISHED CEILING ATTACHED TO RAFTERS L/I80 I. A CONTINUOUS LOAD PATH BETWEEN FOO IN65, FOUNDATION WALLS, MANUFACTURERS CODE EVALUATION REPORTS. SEISMIC DESIGN CATEGORY B FLOORS, 5TUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING 5HIN6LE5 2.2.1. 5GREW5: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 5. 6ENERAL TRAP AND WA5TE SIZES AS FOLLOWS, UNLE55 OTHERWI5E NOTED: I. ALL SLOPED ROOFING 5HIN6LE5 SHALL BE OAF-CLA55-A ASPHALT ROOFING WOODSGREWS (INCH SERIES). - DISH WASHER........................................2" INTERIOR WALLS b PARTITIONS R/I80 WEATHERING SEVERE GRIFFING STREET 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TE:NIN6 CL. DEVICES NOT 5HINE5 OR APPROVED EQUAL. - KITCHEN SINK........................................2" INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL - LAVATORY...............................................2" FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" CUTCHOGUE NY 11935 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE - SHOWER/TUB..........................................2" - 3. METAL PLATES, CONNECTORS,SCREWS, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: - LAUNDRY ................................................. ALL OTHER STRUCTURAL MEMBERS L/240 NOTED. ALSO,CONTRACTORS OPTION TO APPLY G F- T R- TG GE - TOILET....................................... 2" TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. 4 24" FROM ALL VALLEYS,AND ROOF FLASHING CONDITIONS. - FLOOR DRAIN...........................................3" DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON' MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 6. ALL 5Y5TEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" - _ I I GENERAL NOTES 4. WHERE WINDOW5 AND DOORS INTERRUPT MOOD STRUCTURAL PANEL CONSTRUCTION. THROUGH ROOF. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY 'SIMPSON" MANUFACTURER. -1. PROVIDE FROST-PROOF H05E 5I55 WITH EASILY ACCESSIBLE DRAIN d AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. DRAIN COCKS AS REQ'D. H05E BIBS ,SHALL BE PROVIDED WITH BACKFLOW EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES PROTECTION. - - 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMP5ON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES 01= 1"x6" OR 2"x4" LUMBER 15 LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 8. WA5TE FROM CLOTHES WA5HER5 AND LAUNDRY TUB5 ARE TO BE PROVIDED1: - _ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF b. CORROSION RESISTANT II OA&E ROOFING NAILS AND Ib 6A6E STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" WITH BACK FLOW PROTECTION. RAFTERS. PERMITTED STRUCTURAL DESION LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL '1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 11 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS D CARRIED OUT AS PER 002moo 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR USE LIVE LOAD DEAD LOAD Ib WITHIN 4 OF EXTERIOR CORNERS. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF TO CONGEALMENT OF PLUMBING. - G- THE SEALANT TO UPLIFT FORGES USING ASTM D 6551. 6. ALL FA5T'ENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 8. SILL PLATE TO FOUNDATION ANCHORAGE;51" PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 11. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUIL.DIN6 CODE. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED OF i" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NOR ANY POTENTIAL DAMAGE THEREOF. DECKS 40 psf 15 psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT DATE: 06 28 22 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/MASONRY ELECTRICAL- 2 OF 17 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 5. ALL CONNECTORS SPECIFIED AS A 'SIMPSON' TOP MOUNTED BEAM 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PASSANOER VEHICLE 6ARAGE5 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED TO 2011 NATIONAL ELECTRIC CODE,NFPA-70 AND 2020 NEW YORK STATE COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ENERGY CONSERVATION GON5TRXTItON CODE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf SITE WORK 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND GEILIN6,UNLE55 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR OTHERWISE NOTED. WATER RESISTANT(W.R) AT BATHROOMS AND WHERE COMPLETION OF WORK. ATTICS WITH 5TORA6E (MAX CLEAR HOT > 42"9 20 psf 15 psf _ - DEEMED APPLICABLE. �� ,�D ARC,, 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'i2: ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf RECEIVE CLARIFICATION FROM ARGHITEGT/IENGINEER PRIOR TO PROGEEDIN6. 3. 5/8",ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION - GENERALLY,VERIFY OR PROVIDE HARD WIRED p p 1; Its (I �� (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SMOKE DETECTORS w/BATTERY BACK-UP IN: Q> - 5` ' .7 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf 4/i �1; I � C -'� STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 1 h 1,11 • EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. A. EACH SLEEPING ROOM :__ "'*r.. 0 i > p 51TE. STOCKPILE ALL EXCAVATED MATERIALS. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. STAIRS 40 psf 15 psf �� "m I 1 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION B. OUTSIDE OF EACH SEPARATE SLEEPING "� ;,a,=_ (� 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 4. FINISH JOINTS,J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY AREA IN THE IMMEDIATE VIGINIITY OF "-' '"ed�;` . I\" ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE THE BEDROOMS (6ENERALLY THE HALLWAY) GUARDRAILS AND HANDRAILS 200 psf 15 p5f 0 �`"{WW1." C FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. FOUNDATION WATERPROOFING. .A 0374� I U TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 11 .. . y C. EVERY LEVEL OF DWELLING 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDINO. S. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 12 psf FOR ATTIC �or- ts� s ALL OPENINGS. - q" R-30 FOR FLAT CEILINGS (BASMENT,FIRST FLOOR, d SECOND FLOOR, ETC.) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 psf FOR LATH. d - 8.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PA&E 6-003. - 55' R-13 FOR 2"x4" WALL CONSTRUCTION MECHANICAL, FUEL 6A5: - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION I. MECHANICAL AND FUEL 6A5 5Y5TEM5 SHALL COMPLY w/THE "ALL STRUCTURAL DE51&N CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS NYS MECHANICAL CODE AND FUEL OAS CODE ASCE '7-16 (MINIMUM DE51&N LOADS FOR BUILDINGS AND OTHER STRUCTURES) i i OL�O1�lN DETAILS TYi�I SAL NA I L I NO/STRAFF INO REOU I R�1�ENTS FOR FAST NINO ULE A ALL 14ARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FT/ SHEAR, $ LATERAL Y`4I ND RES I STAN�E NOTE: THI5 SCHEDULED ES NOT E INCLUDE NAIED ING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR 5TRAPPIN5 AND NAILING REQUIREMENTS, �- Q ALL STRAPPING TO BE IY4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - 0520 (C AND ROUGH OPENING FRAMING REQUIREMENTS)OILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu "'USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 20195 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J cu HOLDONN 'A' HOLDONN 'B' CONNECTION A F_ FASTENER�5"E0. FASTENER c-J DESCRIPTION SPACING Q NAILING ORI � � E N FOFOUNDATIONST ROOF I$ GE I L I NC FRAM I NO c rn I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d _ - � O yy�L —� COMMON NAIL w/o PREBORED HOLES. -J } NDWALL �.--" 2" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER (5) 2x FULL (5) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2.WOOD 15 A55UMED TO BE OF,s2 4 BTR. IN DRY USE 0 Z O HEIGHT STUD HEIGHT STUD NNEGTED TO R7t2 R SERVICE � '� .Y 4 CORNER STUD CONNECTION: CEILINGJOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER JOIST ONNECTED TO TRANSFER SHEAR3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL (V TRANSFER SFfEA2 "SIMPSON" HD08 3 8 dGOMMON (EVIDENT DMINC, INI INSTALLATION)PREBORE THE NAILHOLES,SET NEK MEMBER. CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE G-003 EACH LAP 0 O "'HOLDOWN ANCHOR® 2-Ibd COMMON FOR STRAP - 2-I6d COMMON LOCATIONS NOTED NAILS ® 6" O.G. 4 NAILS ® EA. ED OF STRAP.NAILS ® 6 O.G. � • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED - � O a--J ON PLANS 10" O.G. IF BLOCKED CEILING JOI5T LAPS OVER PARTITIONS(FACE-NAIL) 11 16d COMMON EACH LAP c N CB O" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH 5.SEE SECTION 6 FOR ANY REO T TO CLINCH THE NAILS(TO Q 0 O ROOF SPANS OF 24 OR GREATER, FiRAPHIG BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A q0°ANGLE,SEE USE 4 8 d COMMON NAILS "SIMPSON" HDQS EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) WN 2-Sd COMMON EACH END HOLDO ANCHOR® SLOPES OF 5:12 AND GREATER. SECTION 12.4-PLACEMENT of NAILS d SPIKES d TABLE [�f' , LOCATIONS NOTED —� a cR 4-I.ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W ° CONNECTION BI B2 WALL FRAMING ' a AT RAFTER TO TOP PLATE TO STUD ,,. GONNEGTI ON: HOEDOWN INSTALLATION OPTIONS: • Q� FOR NEW P. GONG. FOUND.s FOR STRAP - 3 8 d COMMON NAILS L, TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/'7/8"R THREADED ROD " "� EA. END OF STRAP: U WHEN IN TO1�N OF I5LIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. 511DE v FOR EXIST. P. CONC. OR NEWLY GURRED FOUND.'s • • s� • • "i/a",p THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO I GEOMETRY EXCEEDS THAT PERMITTED IN ; n 1 CONCRETE w/ "51MP50N" SET(HIGH STRENGTH EPDXY -———_1 B M ' ' MAX. NAILING GRID ABOVE UTILIZE STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. W ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 1 SIMPSON # H2A (OR EQUAL) RAFTER TIE ..}J W (HIGFf 5TREN677i ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EL7GE5 • �- - FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME ; TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD 'y__ FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN CONNECTION FOR G.J. TO R.R. - cf 16 d COMMON NAILS w/-I/8"(P THREADED ROD REOUIREMENTS FOR ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, f l RA15M 0,115(WHEN FOR EA. PLATE TG STUD ABOVE 4 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJO15T,or BLOCKING (FACE-NAIL) 2-I6d COMMON ',2 PER FOOT V APPLICABLE) HOLDONN 'G' HOLDONN V COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAM I NO L FOR 14 4 EXIST. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOI5T n 1< U) FOUNDATIONS � FOR NEWLY POURED CONNECTION GI � G2 VJ FOUNDATION ® ONE STORY ONLY (3) 2x FULL EDWALL HEIGHT STUD GARNER STUD BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END Lim NNECTED TO TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END "51MPSON" HDQS (5) 2x FULL . , HOLDONN ANCHOR a 2-I6d COMMON HEIGHT STUD • G2 1 TO STUD CONNECTION: BLOCKING TO SILL or LOCATIONS NOTED NAILS ® 6" O.G. 4 3-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) FOR STRAP - 3 8 ON PLANS C O.G. IF BLOCKED G I d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS a EA. ED OF STRAP I JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER J015T j I FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G N = ° I BELOW - 2 I6 d COMMON NAILS NAILS ® O. BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST " BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ° a ' ROOF SHEATHING STRUCTURAL PANELS: INTERIOR ZONE d a "51MPSON" ST D14RJ CONNECTION DI 4 D2 SOLID PERIMETER EDGE ZONE 5 ad COMMON 6" EDGE / FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING Sd COMMON 6" EDGE / 6"" FIELD • EA.BAY GABLE ENDWALL RAKE OR RAKE 7RU55 w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s _- ----' UP TO q" RAKE OVERHANG HOEDOWN CAST IN PLACE w/7/5"O THREADED ROD ' AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATHING FOR EXIST. P. CONG. OR NEWLY CURBED FOUND.'s FROM • 'i/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO PLATE(5) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGF+STRENGTH EPDXY 1/2 MIN. ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT i 3 8 I �GYP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD (NICE+577•ZENGTH ACRYLIC ADHESIVE) CORNER FOR STRAP - d COMMON NAILS ® EA. ° ° 1 — —ONE #4 RE ° • END OF STRAP (WRAP STRAP UNDER SILL PLJ p WALL SHEATHING SPECIFIED O D • FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - FOR EXIST./NEW G.M.U. (GONG. BLOQK TYP. FOUND. NOTE o ° FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN 7/8'� THREADED ROD _2 _16_ d COMMON NAILS h' STRUCTURAL PANELS Sd COMMON �� w/ ,- 6 EDGE / 12 FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO I GYPSUM WALLBOARD 5d COOLE ad RS 7" EDGE / 10" FIELD N �� FLOOR CONNECTION w/ # LPT4 SIMPSON (OR ! STRAP� 0 - - Z NAIL I NO/STRA�F I NO @ N I NEON/BOOR HEAE)ER STANDARD/ALTERNATE EQUAL) ® PLATFGRM TO SILL PLATES OF EA.STRAP TO W EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE NOTATION: SIMPSON H2.5A) O A - NUMBER OF Sd NAILS® EA. END OF STRAPPING(2018 WFGM,TABLE 3.'1,P. ISq) STRUCTURAL PANELS: U CONNECTION E B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3235,P. 2011) I" or LESS: Bd COMMON 6" EDGE / 12" FIELD Ix G - NUMBER OF FULL HEIGHT KING 5TUD5 a EA. 51DE OF HEADER(2018 WFGM,TABLE 3.230,P.2q2; GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 5.250,P. 2413) • D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D (201e, WFGM,TABLE 3.7,P. ISq) A7 5TUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. E -NUMBER OF JACK STUDS ® EA. END OF HEADER ACE WFGM,TABLE To EN P. F 5I a PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF I6d NAILS,EN ORS) (2 THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR a ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.b,P. IqU °° ° WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF ° ° FOR STRAP - 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B NORTH FORK °° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE a ° a F ROUGH OPENING FRAMING REQUIREMENTS FOR WIh OOR OPENINGS FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. ESTATES - LOT 1 (IN ACCORDANCE W W ITH OOD FRAME CONSTRUCTION MANUAL ANNUAL 201a EDITION) ~'``� 2 _16_ d COMMON NAILS A NOTATION ROUGH A B G D E F G oPNG GRIFFING STREET CUTCHOGUE, NY 11935 4"-0" 4 1 2 2 2 2 SFL I C I NO OF TOf" 'SLATE OABLE ENDNALL BRACING/STRAPPING DRAWING TITLE: PROVIDE (2) 2"xIO" HDR (MIN) U.O.N. 6'-O" �✓ I 3 3 3 3 - -- (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) FOR RAKES 12"OR TOP PLATE BLOCKING 2 L-55 PROVIDE HOEDOWN, ANCHOR BOLT, 7 2 5 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAY5 BACK a BLOGKIN6. 12"O.G. �TH FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B40 - 4'-0" O.G. ro AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLICE'�2-'14 BUILDING MINIMUM SPLICE'��` _ -- -- DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) _ TYP.STRAP w/(5) PAGE: Sd NAILS EA.END 12'-0" 2'-O"/2'-b" 12'-0" 3'-O" OF EA.STRAP 4'-O" ATTIC __ G-003mOO ANCIHOR BOLT SFEG I F I GATI ONS 20'-0" 4'-O"/5'-O" 20-0" 5'-O" _ 6'-12" BLOCKING 2 BAYSCOR _ SPECIFICATION (2018 WFGM TABLES 32A 4 5.2B, P. 157-160) BACK NO.2 O.G. 24-O 4'-0"/5'-0" 24-0 6-O DATE: 06 28 22 CONDIITION • FOR ALL STRUCTURES: 3 OF 17 28'-O" 5'-O"/6'-3" 28'-O" T-O" /a (P ANCHOR BOLTS a 5c O.G. J • 52'-0" 6'-O"/7'-6" 52'-0" V-O" iv SECOND FLOOR g :o �i 36'-0" ?'-O"/8'-q" 36'-O" NOTES: I.TABULATED SPLICE LENOTH5 ASW-E TOP PLATE-TO-TOP PLATE I D A I. MIN. 7 EMBEDMENT INTO CONCRETE BLO �� cd• CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE rr LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0° 5.-O"/IO'-O" 4O'-O" 11'-O" PROVIDE AN EQUIVALENT NUMBER OF NAILS GKIN6 2 BAYS - Cj { ivi :: :: :: TYP.STRAP w/(3) ;. 5,1�_ f END w/ 3 5OUARE WASHERS AND END NUT SETUP; BACK a 4-0" O.G. /✓i x() C �_ IS" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 2•TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 50-O 13'-O E� t,, CONDITION 1N EXPOSURE B ,N .,,. .,.,, F,qr�,» iv TOP TWO COURSES SOLID bd NAILS EA. END <t �N z_'` k go T 3.TABULATED SPLICE LEN5TH5 ARE BASED ON b FOOT WALL 60-O 12-O /15-0 60=0 I6=0 OF EA.STRAP (, .0 HE16HT5 FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT 4" 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY We>; FIRST FLOOR OR PLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE 7o'-O" 14'-0" 70'-0" I q'-O' _.4. Q3�h0� PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 1 yU FROM ENDS AND CORNERS (TWO ® CORNERS) q'PALL- 1.125 80-o I b-O 80-O 22 0 0 F N�� (SEE DIAGRAM TO LEFT) lO'WALL- L25 BLOGKIN6 2 BAY5 11''WALL- I.3 MN 75 THIS COLU w/MULTIPLIER BACK O 4'-0" O.G. 4. COORDINATE w/ HOEDOWN LOCATIONS 12 WALL- IS FOR 10'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL I MISCELLANEOUS FRAMING GRAPHICS GONTI NUOUS BUILT-UP S I RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A F I REBLOGK I NC FOR FLATFORM MOOD FRAM I NC WORKING KNObILEDOE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE -- BETWEEN ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. 5PEC.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) 1/6 0- 4 1/4 OF A WHEN 61RDER5 MADE JP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCKING UNDER LOAD BEARING WALL MAx.32" LTH OR OCATED MOREBETVE 5 ONES, OI AND ONE TO BE QUARTER I. FOP, IRE-STFORM .RAME CONSTRUCTION: THE SOLE SERVES 0 NON-LOAD BEARING NALL OFFSET FROM SUPPORT �A �(2)ROWS lod NAILS a 12"O.C. � THE SPAN LENGTH FROM AN INTERMEDIATE w 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST _j i - - co SUPPORT. NO TWO ADJOINING JOISTS NOR MORE m TUD5 STU 8 l3)ROWS IOd NAILS o 12"O.G. SERVES AS FIRE5LOPPING. Q SUBFLOOR -- - P THAN ONE THIRD THE DOTAL NUMBER, ARE TO BE /SUBFLOOR c (22)RO Ste' m BOLTS a 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE N TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. BUILT UP GIRDER ¢� MAX.32" O � �76 O SOLE PLATE NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D (2)ROWS I/2"m BOLTS a Ib'O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SOLE PLATE -- - - JOIST SERVES AS FIRESTOPPIN6. SIDE WITH IOd NAILS, TWO NEAR EACH END OF E (2)ROWS I/2' A BOLTS a 24'O.G. .1 sEn�tEEN 1/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE �- �- (2)ROWS 3-3/8'TRU.155 GC scREWs a 12.O.G. �! a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL 5 5. FIRESTOPPIN6 SHALL BE :2 INCHES OF WOOD BLOCKING 0 Z O F SGRENED ON N SIDE OF MEMBER I LINE;OR GIRDERS ARE TO BE NAILED FROM EACH - OR OF NONCOM-BUSTIBLE FILL. a •cu � SIDE W/ IOd NAILS TWO NEAR EACH END OF EACH 6 FOR PLATFORM 6 (2)ROWS 3-3/8'TRUSSLOGK SCREWS a 16'O.G. , . O FRAME CONSTRUCTION: THE SOLE P cc' SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS 5TA66ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN G CV (2)ROWS 3-515"TRU55LOCK SCREWS a 24'0.0. BETWEEN NAILS IN A HDRIZONTAL LINE. - JOISTS SERVE AS FIRE5ToPPIN6. 0 O �J (q H SCREWED ON(U SIDE OF MEMBER P` J` FOR PLATFORM FRAME O JOIST a--+ r- N - -- - - THREE-PIEGE -1. CONSTRUCTION: THE SOLE AND a (V MAXIMUM OFFSET I J (2)ROWS 5'TRU"sLOGK SGREW5 a 12"OG. BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d C JOIST DEPTH,d SCREWED ON BOTH BIDE OF MEMBER MATCHED SIZE OF BLOGKIN6ERVE AS FIRESTOPPIN6.NAILS ON EA. SIDE W/TWD NEAR EA. END OF EA. 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O O FIRESTOPPIN6 AND K (2)ROWS 5•TRU`-�'LOGK SCREWS a I6°O.S.o.c. � PIECE, INCLUDING INTEI?MIDIATE JOINTS, AND w/ THE 4 UNDER NON-LOAD BEARIN SCREI,cD ON BOTH SIDE of MEMBER BLOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8.THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS 032" O.G. DOUBLE PLATE Sl7JD L SC ROWS 5• BOTH OGK SCREWS a 24"O.G. BETWEEN I/b � 9.TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL SCREWED , BOTH BIDE C4 MEMBER a V4 E A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. FOUR-PIECE CIDERS ARE TO BE A55EMLED AS O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO n 1 G NTI LEVERE�> FLOOR CEILING BRACING I.I.BE4M5 a HEADERS NOT NOTED WITH CONNECTION PATTERN ON P SHOWN, AND NAILED W 20d NAILS AS SPECIFIED ® _� STRINGER TO SERVE AS FIRESTOPPING. VJ GABLE ENDWALL PLANSHALL USE CONNECTION PATTERN'A'WHEN e"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR t GONNEGTION PATTERN'B'WHEN 10"OR LAR6ER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIEGE ANGHORIN6: 2 / j APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2•FROM ONE 51M TO THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE 5ECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH )LE PLATE 2"x4"CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF -""�J 5UBFL00R TRUSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 BAND LATERAL BRACE• b'O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U ° JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 N I L I NO fi� TT RNS FOR S I D L O D D B MS (i e . FLUSH B MS) PLATFORM FRAME CONSTRUCTION SHRINKAGE IBLE LA OF THE INTERIOR FINISH. PLASTER CEILING V Vf -LOCATIONS REQUIRUN6 FIRESTOPPING- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES,WILL SERVE W 10) 8d AS FIRESTOPPIN6. 1�.L! NAILS ■ FIRE- FIRE- WOOD FIRESTOPPIN6 FIRE5TOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, sroPPIN6 STOPPI FIRE- FIRE-STOPPING sroFPlr+o SOLE IPLE-PIEGE MEMBERS JOIST * 5d COOLER NAILS a 10'O.G. NAILED' BOLTED' I iII U 2•X4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROWS 16d 2 ROM 2 ROWS)Y 2 RO%V VERTICAL L FIRESTOPPIN6 WHEN �\ COVERING IS APPLIED �SLOGKIN6 w/(4) IOd NAILS COMMON COMMON �Lrs°Z4' eoLT5 eoLrs To UNDERSIDE of •- 20 f�A.STRAP O 12"O.G. O 12'OL.� O.G.STA O 12'O.G. O b'O.G. STUD 6Y z'"BOA JOISTS N Q TWo ROws I2'o.c. THREE Rows I2'o.c. LOCATION I LOCATION 2 LOCATION 3 DOUBLE PLATE •5d COOLER NAILS a 10" O.G. (10)Sd NAIL BEAM SELECTION W/ STD. NAILING " " a o 0 0 o LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY ENDWALL 5 AS NOTED IN NOTES 7 $ 8 o e " o " TIBLE ALTERNATE 5 NONCOMBUS DENOTES ALT.FOR USE OF DRYWALL SCREWS SOLE FIRE5TOPPIN6 LOCATION Q VER STUDS,UNLESS TOP PLATE IS 4'a EDGE/12"a FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROP6 SHOULD BE 2'FROM ED6£5 OOD FIRESTOPPING OF GIRDER: DESIGNED TO CARRY THE LOAD SCREWS u6-II4 TYPE W OR 5 FIRESTOPPIN6 W 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24'O.G.STAGGERED TWO ROWS b'O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROU6H THE FULL T1iICKNESS OF P-E MEMBER USE WASFERS UmER HEAD AND NUT INTERIOR STUD DETAIL OVERLAID ROOF I'I 2.SPADE NOT 8.STA65ER EACH ROW OF FASTENERS BY 12', p O O O O O O C)ATTACHMENT @ VALLEY 4.FOR A THREE-PIEGE MEMBER,THE 5PE-GIFIED NAILIN5 15 FROM EACH SIDE. llll l TO BE FILLED \ ® NONCOMBUSTIBLE FIRESToPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ � APPROX.I INCH THICK BOTH SIDE OF THE MEMBER 5. b.VALUES FOR NAILING GON`lEGTONS MAY BE DOUBLED FOR b'O.G.OR TR11°LED sm FOR 4'O.G.NAIL 5PACIN6. LOCATION'7 57D NAILING FOR TOP LOADED MULTIPLE-PIEGE BEAMS; STRAPPING W/ '(,2 ROWS OF Ibd COMMON NAILS(12'O.G)FOR DEPTHS 12'OR LESS FIRESTOPPING LOCATION 9 \\ 4 bd NAILS LOCATION & a EA.END a R.R. 8.s Rows of Iba COMMON NAILS(12' ' ' ' O.G�FOR DEPTHS of 14,16 a I8. LOCATION 10 (FULL WIDTH 2' BLOCKII z O Lu CONSTRUCTION DETAILS I$ WIND LOAD T # GONN GT ON D TAILS TOP PLATE DRILL 2'4) INTO ROOF DECK FOR STRAPPING INSTL. NOT TO 50ALE INTERSECTION DETAIL 1EX15T.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTIWOUS LONER TOE NAILSyl NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R's ALIGN NEW a EX. �l R.R.AS SHOWN 77 G STUDS- PLAN VIEW NOTF•. 51MRIL R 0 'SHED' WOOD JOIST WOOD JO I S GR I PPLE STUD ROOF,R. IN LINE fl BLOCKING JO I ST HANG ER HEADER GENERAL REQU I RENIENTS FOR GENERAL REQUIREMENTS FOR .-0 W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -O JA�GK STUDS � U pppggq��I WOOD GIRDER WOOD JOIST --O - -O IN MEMBERIN Ild - ---- Iu 0 Q -� JOIST FRAM I NC OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: AM.X 5 APPROX. 50" W/THE MAIN MEMBER a STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO TSHOHN AAE30VETH OF NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVER NORTH FORK A MIN. OF (5) NAIL DIAM.'s AT A ,40° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST ESTATES - LOT 1 SIX TIMES THE DIAM. OF THE NAIL RAFTER- 5. TO AVOID SPLI77IN6,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE- ) BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR GRIFFING STREET DOUBLE JOIST DOUBLE JOIST -O TOP PLATE CUTCHOGUE, NY 11935 CHIM. CHASE SECURING ® STD. SIDE WALL O DRAWING TITLE: _ WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. o CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A< BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR a BLK'G TO R/L 5IDE5 w/STRAPPING TO R/L SIDES) O PAGE: N HIND RESISTANT GONSTRUGTION G G ONNETORS IfPIM. PLATE ® O_�►m � CHASE WALL �� CONNECTION LOCATION: FART NUMBER: NOTES: G-004mOO o to v R I DOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS �z Q ® RAFTER-TO-WALL H•7 APPLY TO EACH RAFTER a z o DATE: 06/28/22 4 OF 17 u z ROOF RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ'D BLOCKING Q PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD TO ALIGN w/STRAPPING IQ I j ® EA. THE FIRST IRS AFL.BOVE ®z< 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 56" APPLY TO EACH WALL STUD D Ah' FLOOR/GL6. ® HEADER-TO-JACK STUD 0520 @ 12° APPLY TO EACH JACK STUD �� ,,. c'S';�. ' 7 N CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END i� WRAP UNDER DOUBLE SILL PLATE . '�;; ,.1IST. FLOOR-UNDER-SILL PLATE G520 (USE WITH 3" SQUARE WASHERS) � 0374.4 SIDE VI EN FLAN VI EN % U !3 F N USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. i I OENER/\L 5Y1�BOL <E�' : _ EXISTING TO BE DENIOLISHED �77 � NEW PARTIAL HEIGHT CL WOOD FRAME (L.O. STL. EXISTING TO REMAIN WHEN APPLICABLE) -{ ui NEW WOOD FRAME (L..G. NEW FOUNDATION WALL �'----i W STL. WHEN APPLICABLE) co J \I Cy) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V N POST FOR 4" WALLS a-1 WOOD FRAME (L.O. e-iTL. Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O O POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.O. STL. WHEN APPLICABLE) a- � Z O .co i c ::) CV O O ±� (D -r- O � 4-J CV Ln FOUNE),4TION PLAN NOTES FINISHED Q O O FLOOR TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: O FINISHED O • (2) 2'xb P.T. SILL PLATES w/COPPER TERMITE SHIELD - d SILL SEAL <(Uj W • ANCHOR BOLTS AS PER PACE 0-003 35'-3Y2" GRADE n l • P. ONO. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL 7-11�2" 2"f'-4" � � " ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. N I/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN 5" 5" APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ F_ -1 F_ r -• MA50N TO ACCOSTOOPS (k4HEN UNTIFORLFIN15H STONE ON THIN SET - BASEMENT1FOR HEIGHT OF WALL S SLAB (WHEN APPLICABLE) L I A _- FLOOR -'NEW 4" THK. P. GONG. SLAB w/b"xb"-IO/10 W.W.M. 4 4 4 _ 4J W O REINFORCEMENT,UPON b" CRU5HED STONE BASE, I ( O' • COMPACT STONE'_ FILL. FREEZE PROOF HOSE BIB: r 5 O FASTENED w/MASONRY ANCHORS(PRECISE Q i /� GEC, I^I f }'� I r , LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) - -_ -- - _ - _ - - -_ - - -_ - - - - -_ I �„/� ✓✓ i' `I JAL, 1J T j�I J.,", v • " _. •O A-101.00 FOUND d POSTS FOR PC. DECK: SCALE: 1/4" - - - ' ° - - - � I WD. P.T. POST 4 P. GONG. PIER UPON FOOTING AS PER y2 4-Tye _ - _ - DECK DETAIL (TYP) TYPICAL LEDGER BOARD ® EXT. DECK. LL Q) O I. (1) 2"x P.T. END. TO MATCH DEPTH OF JOISTS 2. SECURED w/ (2) 5/8 m x 5" LONG HD. GAL. LA6 - BOLTS ® 16" O.G. r 3. INSTALL H.D. 6ALV. JOIST HANCER9 BY '51MP5ON'(OR I I tam EQUAL) Q 4. PROVIDE FL.ASHIN6 TUCKED UNDERNEATH SIDING d SENT OVER TOP EDGE OF LEDGER BD. D 5. SEE NOTED DETAIL - - - - - - I F_ -I K FOR WOOD STAIRS ® GRADE: !; I 8 I (1� O O bO 4" THK. P. GONG PAD 8" WIDE x REO'D LENGTH UPON I 1 - - - - A-ao1 I I _ L � 2 )> 6" 6RAVEL UNr.- 2"xl2" P.T. STAIR STRINGERS ® I _ MAX. I6" O.G.,U.O.N. (MIN. 3 5TRINOER:5) I 13 14'-0" 24�" 7 I I I I 1 I I I 1.NEW O1 E 14 2 RHEM RAI66AJINA2. ZONE 3 RHEI=M RAI442AJINA : - - - - if - - - - 3. ZOME 4 MITSUBISHI MUZ-JP12WA M5Z-JP12WA I I i 12 _ r•, - - - - - - - - - - 2 e� , BASEMENT }� 4. INSTALL CONDENSER ON ONG. PAD d PER MAN. UNHEATED I -►'-0" `� -I_0" SPECS. A/G ZONE I 42:_ I I UNFINISHED I (2) T 510 1 - - - - - - - - - - - - - - - - - - I. NEW AIR HANDLER d DUCTWORK IN I I I I,215.5 S.F. I _ a �E RESS INDOI^ BASEMENTEME FLOOR FOR BASEMENT 4 I I FIRT FLOOR I 13 IF- -1 F_ I -1t - 1.0 ZONE 5: NEW AIR HANDLER d DUCTWORK ON K A-4o1 13 I m �2�. J L A- -J 14'-8" m ATTIC FLOOR FOR SECOND FLOOR _ I - Hrr7_ A/C ZONE 4:I. NEW MINI-SPLIT SYSTEM ® SECOND FLOOR ABOVE GARAGE Naj'�rr,J�ra,FLOOR DRAIN: 4 ryFiTxre "" I �"NEW 3" GUARDED FLOOR DRAIN w/3 TRAP p Ij�e`i ` � ( l J O Q, N . 4 I O Q�� OFIRE RATED DOOR: I I 1 I I I I Q m p Q 2 GAR I I r+ NEW ONG. PAD 3QX6 O15 HR. SELF-CLOSING STEEL DR. 13 ( I _ O O O GARAGE I FOR A/C J ( SLAB ON I CONDENSERS to NEW MECH. ROOM: I 1 I GRADE ) rfi I. WALL HUNG N,4VIEN NHB-150 BOILER d NAVIEN - 4- = ' NM21052 VV4H . ' I L - 2 L I C. .. w 2.BASEMENT LEVEL HYDRONIC AIR HANDLER A-401 - RWIPO6A361'1NAA(OR EQUAL) . - W (14 RI ® "IS' I 2'-10" 3.ATTIC LEVEL HYDRONIG AIR HANDLER I 1 , UP 13 Tr ® 10' _ I 9 I -I U RWIP04A241.4NAA(OR EQUAL) 1 - 1 `!< 4.INSTALL AS F ER MANU. SPEC,.s I _ - - - - - - -�p- I 8'x8' OVERHEAD 5. F.A.I. THR:OUC-H WALL •' = 6.FLUE THROU6H WALL L - - - L L L _ J _ L J I DOOR '1. MAINTAIN 30"x30" 01 EARANCE IN FRONT OF - - - 3Qx6$ I I 7 MECHANICAL UNITS AS PER NY5 MC 306.1 :2 MECHANICAL - - - - - - - 8.MAINTAIN ALL. APPLICABLE VENTING CLEARANCES REQUIRED PER NY5 MG 804. I i I 2 d 12'-3y2" MEGH. ROOM 22' I I // \\ 1 / / \\ I " TYPICAL MECHANICAL ROOM NOTES: I I I _ 1. FOR NO. FR. FLOOR - PROVIDE 1/2" CONC. BD. BY 5 9 153.3 S.F. I I PROJECT: "PUROGK" (01Z EQUAL) A-401 2. FOR WD. FR. GL6. AND/OR WALLS - PROVIDE (I) O - LAYER OF 5/5" TYPE "X" 6YP. BD. UL U305 (OMIT ON O I i I `r DRAIN - _ - - - - I i I I I I I NORTH FORK CONC. WAL.LW i - SLOPE / \ / \ 3. WHEN NEW, INSTALL FURNAGE/BOILER AS PER MANU. (V i 2 I 1 - - -- / \ I I / \ I SPEC.'s AND AS PER NYS MECH. AND FUEL OAS CODE I I �O 1 I I I I 1 I 3 ESTATES - LOT 1 4. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE I I I I II I �'_O" FRESH AIR INTAKE FROM EXTERIOR 5. MAINTAIN OR. PROVIDE FURNACE/BOILER ELECTRICAL 10 EMERGENCY SHUT OFF SWITCH I a 1 6. FOR 6A5 SERVICE,PROVIDE OAS SHUT OFF SWITCH I i 13 13 13 1. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER A7301 , - - �� - - L _ _ _ G R I FFI N G STREET CLEARANCEi A5 PER CODE A I u - - - - - - - - 8. PROVIDE 3" FLOOR DRAIN d CONNECT TO SANITARY ' SYSTEM AS PER NY5 PL.UMBIN6 ODE - � � - - - � �� - - - � � - - - - � �� - - - - -�� UE, NY CUTCHOG 11935 2-6 8-0 3-0 8-O 2'-6 �� -- - - -- - - - - - - - - - - - - - - - - - - J� 4 DRAWING TITLE: WATER METER:O II D - I. PROVIDE NEW WATER METER WITHIN BASEMENT I tJl C7 2.SEE ALSO P;_UMBIN6 RISER DIAGRAM - 0 ;- I o PROPOSED FOUNDATION PLAN 3.INSTALL AS PER NY5 PG 1 4 4 EGRESS WINDOW WELL: 5O.-Ol.12 PROVIDE NEW E::6RE55 WINDOW WELL d COVER BY 14'-O" 4 I 24'-O" "ROGKWEIL;bb SERIES" 66"W.X64"H. O EQUIVALENT. IL F I INSTALL AS PER:MAN. SPECS. > L - - - � J - - - - - - - - - - � 11 �. : ....-. ., •.. ...._ .: PAGE: WINDOW NOTE: O 13 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN b CASEMENT, DOUBLEHUNG,OR GLIDING (A5 NOTED); _lV2 (NSTALL AS 5PEC.S. FOR SUBSTITUTIONS 5FEANOTE " IN "GLASS WINDOWS A-10 :1. 0- AND DOORS" ON PAGE 6-002 IF CASEMENT D WINDOWS - ALL CSMNT WNDWS SHALL HAVE 1�0� O_ Q STRAIGHT AR.M HINGE WHEN Q 2.IF DOUBLE HUNG - ALL DBL. HUNG Na;)k45 TO B W TILT ASH DATE: 06/28/22 5 OF 17 3.ALL 6LAZINO WITHIN IS" OF FF TO BE TEMP. 6L. 4.SEE PACE 6-•003 FOR FRAMING ELEMENTS AROUND WINDOWS (T'(P. FOR ALL) U.O.N. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING �I�''') �IPLAN I �I ODE,SECTION R3102.1;THE FOLLOWING MEANS OF FROFOSE17 FOU I ` C AT I OI `4 PLA `� E&RE55 SHALL BE FOLLOWED: , f 5 NET CLEAR OPE:NIN6........... 5.'f S.F. - HABITABLE SFAGE; 1,215.5 S.F. GROSS AREA SCALE: 1/4" = 1'-0" NET CLEAR HEIGFfT............... 24" MINIMUM _ NET CLEAR WIDTH................. 20" MINIMUM O i I GENERAL SY1�E30L <ENI' : � _ _ 0 EXISTING TO BE DEMOLISHED PARTIAL HEIGHT g WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) EXISTING TO REMAIN 73''3y2" NEW WOOD FRAME (L..G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) 7'-Ily2° - c 14'-0" 24'-0" J CD Cy) NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRU Eli ;A E N WOOD FRAME (L.G. �� POST FOR 4 WALL WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 27'-4" ® _ 00 00 POST FOR 6 WALLS), U.O.N. Lµ NEW 2-HR FIRE RATED N 2 µ m _ O ' C4 WOOD FRAME (L.G. 5TL. DECK = = i WHEN APPLICABLE) m s.F. a0 . I 0 Z cu -Y d c D C\J E E-1 4 eiii SLDR _C O � Lo cc FLOOR PLAN NOTES __ --_ -_ _ - _ __ c �-i - � 2-ou Q � G 0 DOOR NOTE: I- - - 0 i. INSTALL NEW INTERIOR DOORS WHEN GALLED [DIN � PAN.iu � OUT ON PLANS BY 'JELD-.WEN' (OR EQUAL). I 2.INSTALL NEW EXTERIOR DOORS WHEN CALL ED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5.DOOR TYPE TO SELECT TCHEN 4.INSTALL A5 PER MANU SPEC.'s d� m 3.PROVIDE (2) 2"xa" HDR.,U.O.N. �I � = � -cr 223� �� 4.SEE PAGE 0-005 FOR AL_L OTHER FRAMING O z i 36" ELEMENTS AROUND DOOR-5 (TYP. FOR ALL) U.O.N. 4 G G- O OO m ui REF. O STAIR 4 RAILING NOTE: 4'-by2" 3' 4y2" _ D I. ALL NEW STAIRS SHALL HAVE MAX-1-5/4" RI I - ISLAND _ 0O 3 MIN. 10" Tr - RISERS SHALL BE CLOSED m - 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAC--E OF A 4" (P SPHERE; 36" HIGH HANDRAIL 4 S-INDLE SPACING NOT TO ALLOW PASSAGE OF: A 4" SPHERE y 3. GRIPPABLE RAIL AS PER CODE I 3'-b" q'-0" q'-3" -I� in ® WOOD FRAME STAIR: _ - - - _ _ - - - I. SEE NOTE ABOVE FOR 57"AIR d RAILING INFO. I G 2.RAILINGS SHALL BE WOOD OR PVC. C 1 v G- I 4'1 5'-2" `('-5" IL SMOKEDETECTOR / GO DETECTOR NOTES:O 4 CD I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT _ _ 3Qx8Q INI SMOKE /CARBON MONOXIDE COMBINATION DETECTOR •r n HARD WIRED TO EACH OTHER w/BATTERY BACKUP. Roots GREAT ROOM 2QxaQ 2.INSTALL ALL AS PER MANU. SPEG.'s Ig2.4 S.F. 386 5 S.F. I m W 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR q'-0'GL6.H6T. Q IN COMPLIANCE WITH LOCAL CODE OWINDOW NOTE: O `F I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNG,OR GLIDING I ' _ � l� ` 2�x8Q (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR G SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS (3) RI If AND DOORS" ON PAGE 6-002 IF CASEMENT (2) Tr ® t O" P WINDOWS - ALL GSMNT hiNDWS SHALL HAVE - V STRAIGHT ARM HINGE WHEN Oi G 4'_Sy2� 2 13'-4" 14'-I" ' S'-10" l� a'-4" 2 GAR GARAGE 2.IF DOUBLE HUNG - ALL Vi HUNG WNDWS TO BE _ 1 Lid �.,lr� ST1.4 S.F. TILT WASH G _ _ _ _ _ _ _ _ _ _ Q veparatiozj 5.ALL GLAZING WITHIN la" OF FF TO BE TEMP. 6L. 2'Cquired l I 4 0 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 4 P WINDOWS (TYP. FOR ALL) U.O.N. s .o NEW (I RI ® -I 5" 2¢x8Q OS I ►� tYS Code Dr 1 ' EGRESS NOTE: 5M/GO m 6J r t O" (13 Tr ® 10 I 1 D IN COMPLIANCE WITH NEW YORK STATE BUILDING A-4oi _ _ BATH ENTRY 2QxaQ a'xa' OVERHEAD GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF -- _ _ _ EGRESS SHALL BE FOLLOWED: �Y I 42.q S.F. DOOR 211.2 S.F. NET CLEAR OMNINO........... 5.7T S.F. CT i0 NET CLEAR HEIGHT............... 24" MINIMUM A 1 r- - - - - NET CLEAR WIDTH................. 20" MINIMUM 4 B I q Ni LAUNDRY ROOM: 4 - a0 BENCH O I. NEW WASH/DRY HOOK UP to 5'�" 2.COORDINATE LAUND. ROOM b DOOR DIM.'s I a w/SIZE OF EQUIP. ' _ 5.PROVIDE HOOK UPS AS REO'S PER MANU. m GASOPEN VEN DRYER EXHAUST NOTE: ej FIREPLACE 322.1 5.F. I. DUCT SHALL TERMINATE TO EXTERIOR I I 2.DUCT SHALL TERMINATE 'MIN. 4'-0" FROM ANY / \ / \ I OPENINGS _ � 1 / \ I I / \ I D 5.DUCT 51ZE A5 PER MANU. 4.DUCT SHALL BE EOUIPPED w/A BACKDR.AFT CAMPER B 5. TRANSITION DUCTS SHALL_ NOT BE CONGEALED WITHIN -- - -- CONSTRUCTION. FLEXIBLE: TRANSITION DUCTS Jr-ED TO A-301 A-301 _ _ _ _ _ N CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM �` - I '�` Z SHALL BE LIMITED TO 51111 LENGTHS, NOT TO m 4 _ 5%MAX SLOPED CONCRETE APRON aCOVERED 6 EXCEED FEET AND 5H.,�LL BE LISTED AND LABELED -- -- -- IN ACCORDANCE WITH UL 215aA. -- 17 PORCH �' 00 6.EXHAUST DUCTS SHALL ESE MIN 0.016" THIG RIGID 4 A 4 A 4 A `} A 4 A 17q S.F. (V U METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 4'-O' 5'-b" 5'-by2" 5'-6" RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST C7 Ix DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL O_ _ SCREWS - 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER O y LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX.LENGTH OF THE DUCT SHALL BE REDUCED 2.5 � FEET FOR EACH 45° BEND AND 5 FEET FOR EACH III t O Q BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 4'-3" 6'-O" 411 NOT INCLUDE THE TRANSITION DUCT. PROJECT: OELECTRICAL METER: 6 NEW ELEG. METER AS PER NYS MECH. CODE, 4 UTILITY CO. STANDARDS 2 z _� NORTH FORK ELECTRICAL PANEL: 5'-3y2° 50. g W Q ESTATES - LOT 1 O Ni ELECTRICAL PANEL LOCATION;ALL INSTALLATION AS PER Ni El CODE Q O 73'-3y2° NEW ATTIC ACCESS - PULL DOWN STAIR- Og I. MIN. 550 # CAPACITY GRIFFING STREET 2.SIZE TO FIT MECH. EQUIP. THROUGH FROFOSEn FIRST FLOOR PLAN CUTCHOGUE NY 11935 OPENING(MIN. 22"x30" 5.1 HR FIRE RATED 4.DBL. FRAMING WHEN NEI^1 OPENING 1445.ci S.F. HABITABLE SFACi 2,025.5S.F. CIROSS AREA 50ALE: 1/4" = 1'-0" 5.INSTALL AS PER MANU. ePEC.'s i 6.CONSULT H.O. FOR PRECISE LOCATION DRAWING TITLE: OF ACCESS - - O ALL NEW WINDOWS SHALL BE ANDER5EN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE -003" FOR NAILING b STRAPPING DETAILS. PROPOSED FLOOR PLAN Ni EXHAUST FAN A5 PER NYS MECH.GORE; INSTALL AS PER MANU. SPECS **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER"`* WINDOW CHART EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENING TEMPERED WIDTH REO'D: 20" PAGE: WIDTH I HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24" _ [ - OPEN ill 5.7 S.F. A102m00 A (6) DOUBLE-HUNG�I-- 244DH2860 2'-8" b'-O" 2'-7 �5'-I I (I WINDOW) �' r - - -- - - L -B-(2) DOUBLE-HUNG 244DH2O60 2'-O" 6'-O" I'-II " G (10) DOUBLE-HUNG 244DH304b �'-O" -- 4'-6" -- 2'-II --�4'-5 #" (1 WINDOW) DATE: 06/28/22 6 OF 17 GI (b) TRANSOM 244FX3016 3-O l I -b 2-II I- 5 ---------- ----- - -� - '--11 l! 2'-II I �4=1 ? D G 2(2) DOUBLE-HUNG L 3-O 5-O E (3) DOUBLE-HUNG 244DHI530 - -- I'-8" -� 3'-O" I'-7 --2'-I I rr c�Y" A W L EI (5) TRANSOM �2�FXIVO_j[ I'-b" I'-O" I'-7 " II " C)i 4 F (4) DOUBLE-HUNG 244DH3044 4'-q" 2'-II 4'-b - r0 - - - G (6) DOUBLE-HUNG 244DH2a56 2'-b" 2'--7 IL5-.-5 k:] H (1) I PICTURE [:2: 4f X4040 4'-O" I 4'-O" 3'-II 3'-II (1 WINi A 03705 �C)� I (7) A L I D OU BL 21 E-HUNG 244DH3056 3-O 5-b� -11 5'-5 (I WINDOW) I I II " l �� f J (I) SLIDER NLGD8080 b'-0.1 a'-O" 7'-11 4" 7'-II �" �=2'-O- i I'-b" =2-O'- -- _ OE I ` EF�AL 5�t,,-1E30L <EN'T"' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q d EXISTING TO REMAIN WHEN APPLICABLE) D NEW FOUNDATION WALL Cp 1 w NEW WOOD FRAME (L.G. STL. WHEN APPLICABLE.) 35'-3y2" J () NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL m N © POST FOR 4" WALLS ' Q a-+ WOOD FRAME (L.G. STL.. I/" 2T'-4" O � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL �-1Y2 O 00 POST FOR 6" WALLS), U.O.N. NATURAL L I GHT � VENTILATION ON - r- (HABITABLE SPACE) -0 0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL.. FLOOR AREA 214 S.F. WHEN APPLICABLE) a ._ O Z O � co J� H 4 1 4 1 4 % REG. S.F. PROV. () OFF FLOOR AREA I-1.1 S.F. 47.0 S.F. O O FLOOR PLAN NOTES -- -- - o in VENTILATION;NOT +-� N Ln co LE55 THAN 45% OF DOOR NOTE: Q6�'I" I I m MIN. GLAZED AREA S.F. 2'7.0 S.F. Q O O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELL-Wf°N' (OR EQUAL). _ REQUIRED 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED - 2'-10" 0 1 OUT ON PLANS BY THERMATRU' (OR EQUAL). Q - I 4 NATURAL LIGHT VENTILATION 3.DOOR TYPE TO SELECT r -_' (HAB I TABLE SPACE) 4.INSTALL A5 PER MANU 5PEC.'s 3.PROVIDE (2) 2"xb" HDR.,U.o.N. MASTER 4.SEE PAGE 6-003 FOR ALL. OTHER FRAMING BEDROOM #I FLOOR AREA 406 S.F. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 214.5 S.F. �- � D % REQ. S.F. PROV. O STAIR 8 RAILING NOTE: 2¢xb& 2 1. ALL NEW 5TAIR9 SHALL HAVE MAX.-1-5/4" RI D LIGF+TING;MIN. 8% b MIN. 10" Tr - RISERS SHALL BE CLOSED MASTER - iu Cl OF FLOOR AREA 32.5 S.F. 125.4 S.F. "�J �"� BATH I 1 I I O �1- v 2. 42" HIGH GUARDRAIL 3 SPINDLE SPACING - - VENTILATION;NOT LESS THAN 45% OF U NOT TO ALLOW PA55A&E OF A 4" (P SPHERE; 2¢ 6$ 146 S.F. 14.6 S.F. 125.4 S.F. 56" HIGH HANDRAIL d SPINDLE SPAGIN6 NOT 6'-O" 1 MIN. GLAZED AREA TO ALLOW PA55ACE OF A 4" 0 SPHERE i D O ® I I I 12'-O" REQUIRED l( 3. GRIPPABLE RAIL AS PER CODE I6'-2 m 4 12'-O VJ .} 6 4 6 4 WOOD FRAME STAIR: O . " 6 m ® I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. -- 2.RAILINGS SF+A,1.L BE WOOD OR PVC. m ( F- - - - - - - - - - - - - - - - - - - - - - - - - - I U O SMOKE DETECTOR / GO DETECTOR NOTES: I 1 =,- I HIS W.I.G. rpa I HER WALK-IN GL. - 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I 26 S.F. �y+ a I I I SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 4 ( L -I 1 �y+b I 5�{.-I S•F. �i u� \ \ TO EACH OTHER w/BATTERY BACKUP. _ ( I I m a Q • HARD WIRED - \ Q 1 N 1 D OOM#2 3-6 3-6 I-5 3-4 I ^` 2.INSTALL ALL AS PER MANU. SPEC.s � O + 0 \ a I 1 a W 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR O, r I 150.2 S.F. \ IN COMPLIANCE WITH LOCAL GORE GL. Q 1 I 3 3 11 O 4 WINDOW NOTE: o O \ 1 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN �t O 400 SERIES CASEMENT,DOUBLEHUNG,OR GLIDING , ij� SM/GO 1 T STORAGE (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SM/GO 1 BATH 3 SUBSTITUTIONS, SEE NOTE #cf IN "GLASS WINDOWS 1 1 m v U 1 5q.-1 S.F. \ NEW 12A�00 BTU D SYSTEM. AND DOORS" ON PAGE 6-002 IF CASEMENT WINDOWS - ALL G5MNT WNDWS SHALL HAVE 1 2¢xb$ - - - STRAI&HT ARM HINGE WHEN I �btY 2 I +68 3 CONNECT LINE AS READ 2.IF DOUBLE HUNG - ALL DBL_. HUNG WNDW5 TO BE \ FROM A/C COND. TILT WASH NATURAL LIGHT VENTILATION 1 3'-n° A 3 1 5.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. I Al-4O1 I � 3 xb 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND (HABITABLE SPACE) GL I I I ) 1 ® t'i.55.NEW , i WINDOWS (TYP. FOR ALL) U.O.N. (I ) r t I DN I ( HALLWAY SM/Go 2) RI ® t 61' E BEDROOM#5 1 n N FLOOR AREA 150 S.F. to I I I I I m +to 3p I ( Tr ® t I U 406.4 S.F. COM PLIANCE 5 NOTE: IN COM - IN PLIANCE WITH NEW YORK STATE BUILDING % REQ. S.F. PROV. CODE,SECTION R3102.1;THE FOLLOWING MEANS OF _ - - _ - _ - - - - I EGRE55 SHALL BE FOLLOWED: LIGHTING;MIN. 6% 12.0 S.F. 36.0 S.F. 13'-5 2¢xb$ - 2¢xba I 4'-O" -o I OF FLOOR AREA NET CLEAR OPENINO........... 5.7I S.F. L4'-V:2'- 1 m 1 1NET CLEAR HEIGHT............... 24 MINIMUM VENTILATION;NOT �� LESS THAN 45% OF 3 ' I O Ads I I NET CLEAR WIDTH................. 20" MINIMUM MIN. GLAZED AREA 5.4 S.F. 56.0 S.F. I 41-1„ `_) �J I :t ROOM / 1 REQUIRED 5M/GO 5M/CO ` 56.0 S.F. I O NEW LAUNDRY ROOM: I i. NEW WASH /DRY HOOK UP 2.COORDINATE LAUND. ROOT E DOOR DIM.'s w/SIZE OF EQUIP. _ 3.PROVIDE HOOK UPS AS RE:0'5 PER MANU. I - - - - - - - - / I I BED BEDROOM#4 a 141.4 5.F. DRYER EXHAUST NOTE: �, 1 1. DUCT SHALL TERMINATE TO EXTERIOR I N GL. N dJ I I 1 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY GL. Q _ OPENINGS I I I I 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER A- 001 A-501 - 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN A I I A - _ CONSTRUCTION. FLEXIBLE 'TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM _-_ -_ NA RAL LIGHT s VEN I LAT I ON 4 6 4 4 6 SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO - Z EXCEED b HABITABLE SPA E w FEET AND SHALL BE LISTED AND LABELED - IN ACCORDANCE WITH UL 2155A• 4 F 4 F 4 F 4 b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID FLOOR AREA I I S.F. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 5'-1 :2 5'-6" 11'-0y2" 5'-6" F 4'-O" I U RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST NATURAL LIGHT $ VENTILATION % REG. S.F. PROV. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 5GREW5 (HABITABLE SPACE) 13'-1" 2'-0" 2'-0" 1o'-b" i. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LIGHTING;MIN. OF FLOOR AREA 11.3 S.F. Ibb S.F. I O LOCATION TO THE WALL OR ROOF TERMINATION. THE FLOOR AREA 112 S.F. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 D VENTILATION;NOT _ FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° lX1 to LESS, THAN 45% OF LU BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES % REQ. S.F. PROV. O MIN. GLAZED AREA 5.1 S.F. Ibb S.F. Q NOT INCLUDE THE TRANSITION DUCT. REQUIRED LIGHTING;MIN. 8%OF FLOOR AREA 13.8 S.F. 16.6 S.F. ELECTRICAL METER: VENTILATION;NOT O NEW ELEC. METER AS PER NYS MECH. CODE, $ LESS THAN 45% OF PROJECT: UTILITY GO. STANDARDS MIN. GLAZED AREA 62 S.F. I6.6 S.F. 5'-3y2" 30'-O" 14'-O" 24'-O" REQUIRED NORTH FORK ELEGTRIGAL PANEL: O NEW ELECTRICAL PANEL LOCATION;ALL -3 2" ESTATES - LOT 1 INSTALLATION AS PER NY5 ELECTRICAL CODE D 0 iu NEW ATTIC ACCESS - PULL DOWN STAIR: Og 1. MIN. 550 # CAPACITY 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 22"x30") 5.1 HR FIRE RATED PROPOSED SECOND FLOOR PLAN RIPPING STREET 4.DBL. FRAMING WHEN NEW OPENING T HOGUE, NY 11935 5. INSTALL AS PER MANU. 5PE025 b.CONSULT H.O. FOR PRECISE LOCATION I�a-70.4 S.F. HAB I TA5LE SFAGE) I�,8>70.4 S.F. CROSS ARE� SCALE: 1/4" = 1'-o" OF ACCESS DRAWING TITLE: a NEW EXHAUST FAN AS PER NY5 MECH. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING a STRAPPING DETAILS.O CODE; INSTALL AS PER MANU. SPE05 **5EE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** PROPOSED SECOND FLOOR PLAN WINDOW CHART - - --- --- ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # --- OFENINO WIDTH REQb: 20" TEMPERED PAGE: WIDTH HEIGHT WIDTH HEIGHT J OPEN REQ'D. 5.71 S.F. A (6) DOUBLE-HUNG 244DH2560 2'-6" 6-0"- A-103000 B (2) DOUBLE-HUNG 244DH2O60 2'-0 " 6'-o" 1'-11 5'-11 �" c (10) DOUBLE-HUNG 244DH3046 3'-O" �� --4'-6° 2'-11 4'-5 (1 WINDOW) lll�� ---III DATE: 06/28/22 7 OF 17 GI=5) TRANSOM 244FX3016 LL51-011-- - 1 -- I'-6" -- 1 2'-11 D (2) DOUBLE-HUNG 244DH3050 �- 3'-O" --- 11- -5'-O -1� - 2'-II 4'-II " E (3) DOUBLE-HUNG 244DHI630 El (5) TRANSOM 1 244FX1610 - «•: tA C fsti PO �% F (4) DOUBLE-HUNG11 244DH304a 3'-O" 4'-q" 2'-II 4' �,-A G (b) DOUBLE-HUNG -244DH2656 �f 'F H (I) PICTURE 244FX4040 4'-O" 4'-O" 3'-II 3'-II (I WINDOW) '`." ! - I (f) DOUBLE-HUNG 244DH3056 2'-II 5'-5 (I WINDOW) Q� �v� J (I) SLIDER NLGD6060 6'-0" K (6) HOPPER i ELEVATION NOTES a ONEW ROOFING: I. SEE NOTE ® SECTION 2. ROOFING TO MATCH EXIST. COLOR 4 STYLE BY 'OAF' (OR EQUAL) (MIN 50 YR. WARRANTY) I W cu NEW SIDING O PROPOSE VERTICAL BOAR ) 4 BATTEN - - - - SIDING, SEE NOTE ® SECTION --- N _ _ - NEW SIDING OPROPOSED FIBER CEMENT LAP BIDING,SEE NOTE ® SECTION — --- — —- - - — --— O O7 NEW O4 A5 PER PLAN - - -- - -- --- - - - - - - - - ai C Z O O NEW WOOD FRAME STAIR 12 \ O O L 'o 6 NEW DRYER VENT: cc - - — - _ Q O SEE NOTE ® PLAN — _ _ � � �- -- 6 Q O NEW ELECTRIC METER; INSTALL - - PER UTILITY GO. STANDARDS \' .� _--- ---- -= --- -- -- - ---- --- -- - 8 ONEW A/C COND. ON NEW GONG. SLAB, SEE PLAN - - NOTE. — --- -- - --- - ----- 3 - - --- to NEW HOSE BIB O Ole O O O - ,_,_ • 6 4 6 W TEMP. A A A A A A _ O I� O O Q Li � a 5 - SOUTHNE5T ELEVATION (FRONT) SCALE: 1/4" = 1'-0" RIDGE HEIGHT --- — - — - - --- - w ---- - — - -- -- -- - - LLJ -- ------- ------- -------- --- ------ --- -- --- — — - - - - - —_- -- — - ----- PROJECT: — ------ ---- -- --- - NORTH FORK -i --- ------ ---- - - - ESTATES LOT 1 -= GRIFFING STREET _a. - - - - - -- -- 4 I = 4 ---- ------ - - -- . --_ _—_ ---- =— — — CUTCHOGUE, NY 11935 63 LLL - -- - - - - -- DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'5. SEE PAGE "6-005" FOR NAILING 4 STRAPPING DETAILS. ** sEGOND FLOOR ------------- — PROPOSED EXTERIOR ELEVATIONS **SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER F.F. WINDOW CHART EGRESS SECOND FLOOR -- ROUGH OPENING WINDOW DIMENSION CLEAR (ABOVE GARAGE) J/ - - TAG TYPE MODEL # WIDTH READ 20 TEMPERED ELEV. +a.2'---- PAGE: WIDTH l HEIGHT WIDTH HEIGHT JL _ ] -- -- l HEIGHT REQ'D:24" - OPEN REOV: 5.7 S.F. a - - - ___ _ - _ ® ■ ® A (b) DOUBLE-HUNG 244DH28b0 b'-O" 2'-7 "-� -5'-II (I WINDOW) - B (2) DOUBLE-HUNOI 244DH2O60 2'-O" b'-O" I'-II 5'-II -- O O O O C (10) DOUBLE-HUNG 244DH3046 5'-O" 4'-b" 2'-11 4'-5 (I WINDOW) FIRST FLOOR -0�- ---I - ..� ELEV. +1.8 a L=L] ° DATE: 06/28/22 8 OF 17 GI (8) TRANSOM 244FX5016 3'-O" I'-b" A 2'-II �" I'- 5 k" � 5 -- -_ GARAGE SLAB lo . D (2) DOUBLE-HUNG 244DH5050 5'-O" 5'-O" 2'-II 4'-II ELEV. +0.2' ----- --� m A IF--=F-.: GRADE ® FRONT �_--- E (3) DOUBLE-HUNG 244DHI830 I-8 5-O I-7 2-II _—_— - - - EI (3) TRANSOM 244FXI810 I-8Ap 41 Q ,3, F (4) DOUBLE-HUNG 244DH504q 2'-II -- OUBLE-HUNG 2 -- 5 2'-7 -- -- SOUTSTELEVATION (R I OHT SIDE) G (b) r ~." N �0) PICTURE 244FX4040 4'-O" - 4'-O" 3'-II 5'-II k" (I WINDOW) SCALE: 1/4" = P-O" �' 0 5 1 (1) DOUBLE-HUNG I 244DH5056 5'-0" L- 5'-b" 2'-II 5'-5 (I WINDOW)(I .1 (1) 7F SLIDER f NLGD8080 r 8'-D" 8'-O" lL `-------------- ------- --- - ---- ---- --- --- ------ --- --- - K (b) HOPPER 2'-O" I'-b" 2'-0" I'-b" i ELEVATION NOTES a O NEW ROOFING: Q I. SEE NOTE ® SECTION 2. ROOFING TO MATCH EXIST. COLOR t STYLE BY 'GAF' (OR EQUAL) (MIN 50 YR. VJARF:ANTY) 2 I W Lu NEW SIDING _ _ _ _ _ _ - -- J C6 OPROPOSE VERTICAL BOARD 4 BATTEN - - - - =_-_ _ - --___ - - - _- __ -_ - - - - - --- _ SIDING; SEE NOTE ® SECTION - ~- - - - - N NEW SIDING _ -- --- _ O PROPOSED FIBER CEMENT LAP',TIDING;SEE NOTE ® - _ - - _ Lo _ w SECTION - - _ - - ---12�-- _- - _ -- -_ _ _ - o NEW WINDOW(5) _ -- - i O4 AS PER PLAN — - --- - -- \—- - ----_- -- - - -- -- _- -_ O C Z O 'p STAIR 5 NEW WOOD FRAME S O - 0 12 -_ — — - = — - — - CO \ \-"'"-mow - = - - - ��, N O NEW DRYER VENT: 12 - - --- � - - Ctu SEE NOTE ® PLAN Q ONEW ELECTRIC METER; INSTALL --- PER UTILITY 00. STANDARDS - - - L - 8 RESERVE NEW A/C COND. ON NEW GONG. SLAB, SEE PLAN - - - -- - —-- O NOTE. - H TEMP._- _ - - - _ _ _ - v to NEW HOSE BIB O I 0 ' O —--- ---- - - - _ _ U :Ej - O _ O 4 G 4 G L 1� __L 1 11 A- 5 -- — I f ' NORTHEAST ELEVATION (REAR) SCALE: 1/4" = P-oil I RIDGE HEIGHT Z ELEV. +51.8' - - - - ---- — ---- JI - -- -- --- ---- - a --- --------- -- - - ---- - _. q NORTH FORK - - --- --- - - --� ---- GRIPPING STREET 3 T - -- - CUTCHOGUE, NY 11935 - � _Q 3 - - 4 DRAWING TITLE: M_P. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. - **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** - 12 PROPOSED EXTERIOR ELEVATIONS [KINDNO CHART SECOND FLOOR - - ------------------ - - - - - -- --- -- - ELEV. +12.2' EGRE55 - ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENING TEMPERED ---- -- -- WIDTH REO'D: 20° SECOND FLOOR PAGE: / - - l --_- ELEV. +a.2------J -ll HEIGHT REO'D:24" (ABOVE GARAGE) -- - WIDTH \HEIGHT WIDTH HEIGHT OPEN REO'D: 5.7 S.F. GI GI _][____ A (6) DOUBLE-HUNG 244DH286O 2'-8" 6'-0" 2'--7 5'-II �" (I WINDOW) -202mOO - -- __--j B (2) DOUBLE-HUNG 244DH2O6O 2'-O" 6'-O" I'-II - G (10) DOUBLE-HUNG 244DH3O46 3'-O" 4'-6" 2'-11 4'-5 (I WINDOW) E___mA C -- 4 G __ 4 4 DATE: 06/28/22 9 OF ,.7 GI (8) ?RANSOM [ 244FX3O16 3'-O" I'-6" 2'-II I'- 5 " -- _-- -__-- FIRST FLOOR 3 D (2) DOUBLE-HUNG 244DH3O5O\ 71F ELEV. +I.B' —_-----�` 5 __ 5 L 10 -- i MIN. MIN. E (3) DOUBLE-HUNG [ 244DH183O I'-8" 3'-O" I'-7 \2'-II GARAGE SLAB �_ -- F F -- -- ---- -- ELEV. +0.2 • --- fl r l s �(5) TRANSOM 244FX181O I-0 ---J I-"1 11 L ------ GRADE ® FRONT _- Nc, yf� - -- - -- -'- - XV ELEV. +0.0' 1� -4 Tie. Poi F (4) DOUBLE-HUNG C 244DH3O4a 3-O 4 2 I I 4 8 .(��,�� `s•` �l' �� _][: G J J (6) DOUBLE-HUNG 244DH2856 2'-8" 5'-6" 2'-7 5'-5 H (1) PICTURE L 244FX4O4O - - -4-0" - - ----4'-O" 3'-II " 3'-II " (I WINDOW) NORTHNEST ELEVATION (LEFT 51 DE) - IX �� ld I (�) LDOUBLE-HUNG 244DH5056 3'-O" \ 5'-6" 2'-I I 5'-5 (I WINDOW) SCALE: 1/4" = 1'-0" .9�.� 3%4 a O F cj J (I) SLIDER NLGP5650 - - K (6) HOPPER L + 2'-0" I'-6" 2'-0" 1'-6" llqJ ELEV. +51.8' C:ONNEGTION 'A' AS PER PACE C-005 SUILDINO SECTION NOTES *2,ND RIDGE HEIGHT EV. +2a.6'- • NEW ROOFING NOTE (TYP.): --------------------- - \ 1 a O Q I. INSTALL NEW ASPHALT ROOFING 5HINOLE5 2 Q 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W � OVER \ 5.INSTALL 15 #BUILDING FELT(U.O.N) OVER 12 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) P� _ �Fiy J Q a--' 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REO'D) 8 Q� 6.PROVIDE RIDGE VENT(AS REOV) � .0 R�\ \ Lo -1. FLASH ALL VALLEYS 8.INSTALL DRIP EDGE AS REOV A A z. INSTALL ALL AS PER MANU. 5MO-'5 9 O UNFINISHED ��: r- ATTIC > TYPICAL ROOF 8 CEILING CONSTRUCTION: -S Q Z 0 G.J. AS PE PLAN O • NEw ROOFING AS NOTED cu _ • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD SEAMS) 0 o N • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRIVOIN6® CENTER OF SPAN, \ O 0 '� U.O.N) CV�� cu • MIN. OF R-21 SPRAY FOAM INSULATION;R-25 BATT I (I Q 0 INSULATION ® OATH. - R-49 15ATT INSULATION ® G.J. r•- I; TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: O • UPON "TYVEK" HOUSE WRAP I:OR EQUAL) �� • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL -----_-- PLYwD SEAMS) L • 2"xb" STUDS ® 16" O.G. w/DBL.TOP PLATE SECOND F_00 BEDROOM 12 • 2" FOAM INSULATION w/R-15 BATT INSULATION (R-21) BEDROOM GL. CL. • 5/8" GYPSUM BD. WALL FIN15H W R1 4 — —SECOND --------- _' - ---„ -- - - -- -- - -- -- �S�1 p O Irk N T1ALLN EW FIBER CEMENT LAP 51DIN6 a _NOTE (TYF): F.J. AS PER PLAN �'4)v VERTICAL BOARD d BATTEN.SIDING -- - G. 5 S I V r 1 _ 2.15# BUILDING FELT PAPER (OR EQUAL) SECOND FLOOR I 3.INSTALL ALL AS PER MANU. SPEG.'s - -- n 1 • 4.PROVIDE ALL NECESSARY AZEK TRIM FOR (ABOVE GARAGE) PROPER INSTALLATION ELEV. +10.8' , 4-J 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL I I I • O NEw 4" THK. P. GONG. SLAB REI'NFORGED PER PLAN NOTES 0 66 POST r , GOVERE `/ J PORCH TYPICAL FLOOR CONSTRUCTION: L O6 NEW FLOOR JOIST AS NOTED ON PLAN FIRST FLOOR _____ • 5/4" GDX PLYWD T4G 5HEArHIN6 (BLOCKING® -- • ALL PLYWD SEAMS) / ELEV +18 �, FIRST FLOOR FAMILY I ( 9 Q r1 ROOM • F.J. AS NOTED ON PLANS (® SPANS OVER V v J INSTALL "X" BRIDGING® CENTER OF SPAN, GARAGE 5LAB -_F-7 _ — —1 I LL ---------- U.O.N) ELEV. +0.2' c F.J. AS PER PLAN xXx -- X • PROVIDE EMEN R-5 L BATT INSULATION FOAM MIN. GIRADE I X X X X� - -- -- - -- -- CONNECTIONX Xx x X FITCH P.T. DECK J ISTS XXX) - XXS P.T. RIM JOIST LS f�K GRADE ® FRONT �— �_ 'GI' AS 3" AT RIM JOIST I _ 6 PER PAGE 15 05/ , DBL. GIRDER ELEV. +O.O �jFLOOR ASSEMBLY = A5 PER PLAN I I BASEMENT MECHANICAL O z ROOM STORAGE m • I I 5 _q)_ � I BASEMENT FLOOR ELEV. +'7.2' ------ - 1 - - - - - - - - - - 5 A-401 SECTION A-A/A-50 1 SCALE: 1/4" = I'-O" I RIDGE AS PER PLAN RIDGE AS PER PLAN N w 12 0 Ito , �n � 2 UNFINISHED \ w G.T. 5 PER PL I N I G.J. AS R PLAN ATTIC PE 0 - PROJECT: NEW R.R. TO G.J. NORTH FORK NEW 2X8 DBL - SECOND FLOO CONNECTION BI' AS }'}FADER ABOVE ALL WINDOWS 4 PER PAGE 6-005 ESTATES - LOT 1 DOORS O O 2X6 SILL BEDROOM HALLWAY BATHROOM WALK-IN MASTER PLATE G 05ET BEDROOM 5 ® wlNDowS. GRIFFING STREET 4 CUTCHOGUE, NY 11935 12 41 PLC �R,�. - - -- -- - - - - -- - - - --- - DRAWING TITLE: N� F.J. AS PER PLAN O.J. AS PER PLAN I - BUILDING SECTIONS FIRST FLOOR GREAT FAMILY ROOM 6X6 POST COVERED ROOM KITCHEN PAGE: PORCH a Lu 30- ImOO P.T. RIM JOIST P.T. RIM JOIST ----- -- - - DBL. 61RDER P.T. DECK JOISTS F.J. AS PER PLANS S P.T. DECK JOISTS DBL. 61RDER DATE: 06/28/22 10 OF 17 AS PER PLAN '—_ TG - A5 PER PLAN 6 ii I BASEMENT ' p AP O z MECHANICAL RECREATION 1 ��' Po t� m ROOM ROOM N Y - — — — — — — — — — — — — — — — — — — — - - — — — — — - - - - — >yT 0374a��y� SECTION B-B /A-50 1 SCALE: 1/4" = 1'-0" BUILDING 5EGTION NOTES a ONEW ROOFING NOTE (TYP.): I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO LLJ 24" FROM IN51DE FACE OF STUD I^IALL AND AT VALLEYS • W cc 5.INSTALL 15 # BUILDING FELT N•O.N) OVER 4.1/2" COX PLYWOOD 5HEATHIN0(BLOCK ALL SEAMS) a- 5. GAP 5HINGLE OVER RIDGE 8 HIPS (AS REG'D) Qcm b.PROVIDE RIDGE VENT(AS REOV) -1. FLASH ALL VALLEYS O 0 m S.INSTALL DRIP EDGE AS REO'D 9.INSTALL ALL AS PER MANU. 5PEC.'s - � TYPICAL ROOF 8 CEILING CONSTTRUCTION: O • NEW ROOFING AS NOTED O ca O O • I/2" COX PLYWD 5HEATHIN55 (BLOCKING® ALL c PLYWD SEAMS) I 12 O O ' (g • R.R.,G.J., 3 G.T. AS NOTED ON PLAN5 (® SPANS OVER 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, \ N 2 h'R' .\ -� O � P G.T. PER PL N Lo � u.o.N) P`� 'F' 7.5 • MIN. OF R-21 SPRAY FOAM INSULATION;R-28 BATT Q O INSULATION ® OATH. - R-4q BATT INSULATION ® G.J. �• �p A. —� TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): - N O 12 • UPON "TYVEK" HOUSE WRAP (OR EDUAL) O - � I • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING® ALL 6 II PLYWD SEAMS) r \� • 2"xb" 5TUD5® Ib" O.G. w/DBL. TOP PLATE - L - • 2" FOAM INSULATION W/R-15 BATT INSULATION (R-2 U HALLWAY SECOND FLOG - • 5/8" 6YP5UM BD. WALL FINISH LAUNDRY yp,N m NEW 51DINO NOTE (T(P): ---- - - 4 12 ROOM�P O4 I. INSTALL NEW FIBER CEMENT LAP °TIDING s r�5 -- _ - - - - •— VERTICAL BOARD 4 BATTEN SIDING Y,�(L. 2.15# BUILDING FELT PAPER (OR EQUAL) F.J. AS PER PLANS U 5.INSTALL ALL AS PER MANU. 5PEC.'s R PLANS 4.PROVIDE ALL NECESSARY AZEK 1RIM FOR PROPER INSTALLATION 5. 51DIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL 3 O NEW 4" THK. P. GONG. 5LAS REINFORCED PER PLAN NOTES FIRST FLOOR &Xb P05T COVERED 4 ENTRY TYPICAL FLOOR CONSTRUCTION_ PORCH MUDROOM O NEW FLOOR JOIST AS NOTED ON PLAN • 5/4" COX PLYWD T46 5HEATHING(BLOCKING ALL PLYWD SEAMS) • • F.J. AS NOTED ON PLANS(® SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, n, P.T. RIM J015T U.O.N) W • PROVIDE R-50 BATT INSULATION WHERE -- -- ---- --- - -- - - Q DBL. GIRDER BASEMENT WALL5 NOT INSULATED;FOAM MIN. AS PER PLAN P.T. DECK J015T5 F.J. AS PER PLANS S -- PITCH 3' AT RIM J015T PITCH GRADE b Oz_ rn _ BASEMENEl • O m� • i 5 i SEOTION 0-0/A-301 SCALE: 1/4" = 1'-O" I 2 ►N— Z W RIDGE AS PER PLANS O U O T in LiJ f- Q PROJECT: 2 NORTH FORK NEW 2X8 DBL HEADER ABOVE ESTATES - LOT 1 ALL W I NDOW5 4 DOORS O O PLATLL GRIFFING STREET 3 ® WINDOWS. SECOND FLOo CUTCHOGUE, NY 11935 4 BEDROOM DRAWING TITLE: F.J. AS PER PLANS BUILDING SECTIONS b -_ -- PAGE: A--302m00 GARAGE -1 PITCH DATE: 06/28/22 11 OF 17 GRADE PITCH I z --GRADE I I �CD An �c - - - - - - - - - - - - - - - - - -I - I o �OF tN4 ' S GTION D-l�) /A-501 5GALE: 1/4" = I'-O" 51MP50N H2.5A RAFTER TIE (OR EQUAL) 5/4"xb" P.T. DECK BOARDS (4) 5/5" H.D.G. LAG Q BOLTS (PREDRILLED) p (2) 1/2"(P HOT DIPPED GALV. - - /� — - - - - - W BOLTS ® EA. POST w/OVERSIZED co O HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE P.T. D.J. AS _ z WASHERS d END NUT PREBORED ( _ SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'S; PER PLAN (V INTO BEAM, POST,DECK TIE d - T J- - — Q 4-1 PLANS AND NOT PROJECTING MORE THAN 4I'2" INTO - RIM BOARD ASSEMBELY _ Lo PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT �`� — — _ z'�— P.T. BEAM AS NOTED O _ / O Q JOIST HANGER BY (V _- SOLID BLOCK ® 12" O.G. SIMf'SON' OR EQUAL 3/8" THK. PL. - - — — — - O (2) SIMPSON DJTI4Z (I) I/2"� H.D. 6ALV. THRU I �� 3/8" THK. H.D. •y _ FIRST FIN 1 SHED FLOOR DECK J015T TIE ® BOLT w/OVERSIZED WASHER 4 OALV. PL. O Z O EA. POST 8 END NUT PREBORED INTO _ I n a I POST d DECK JOIST TIE 4 •co 'Y "s0 N BB COLUuMASE GAF PLATE 'A' O O N lY2" MIN. SPACE BETWEEN \ Of44"x4" P.T. POST O a--+ WALL AND HANDRAIL GRADE FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE �' N c 5/4" PINE RISER 12"� 'SONOTUBE' FILLED 11 LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER ji Q O O 11 SOLID w/P. GONG. ri 11 %" PINE TREAD STANDARDS FOR O R I FFABLE HAND RAIL (MIN. 4,000 PSI) ° % 11� z SCALE: NTS ° il`li; n , NEW (2) #5 0 Q i i W X p GROSS SECTION BENT REBAR CJ (4) 515" H.D.G. LAO L IN. z HANDRAIL NEW (3) #5 II fl°° BOLTS (PREDRILLED) I I" ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR HOR. REBAR w/YO RADIUS w I ° - - - - — — (NOT INCLUDED IN 2 NEW 24"x24" '12'. - _ I, O �\ O TREAD DIMENSION) j 411 61 it j DEEP P. GONG. PAD III — 11 4 II / FTC. (MIN. 4p00 PSI) I -- U ll'2 (y4'�_2'1 RI- 2y4 _ / I ° n , MAX. _ MIN. -_ - 1 1 z / METER j -- - -ate- — — - - - - - - W - 0 % j EXTERIOR hOO DECK TILv / 3/8" THK. PL. -401.00 - -- -I/4- -3/8" THK.-H.D. SCALE: 5/4" OALV. PL. 02 -�- m / 2 (TYP) P CAP PLATE 'B' (5) 2"A2" STRINGERS ® w/R-21 ' INSULATION, IF UNDERSIDE 15 FACING \ m / STORAGE/NON-HABITAL SPACE FOR CONNECTION OF STL. COL. TO (B) I-5/4" WIDE (I� ———————-- t—— LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE 1 i iI DIMENSIONAL LUMBER OR 5.2511 WIDE PSL Q Fo STORAGE UNDER y2" GYP. BD. - I ----------- ----- -- (WHEN AFFLICALBE) ——— I-- II II � I ------- --- —II--� loe 7 all I 1 Il #5 REBAR(TYP) %0. I I j -, I = '01n I n TREATED 2"x12" SILL FOR CONTACT #5 BENT D- w/GONG. (IF APPLICABLE) REBAR(TYP) 1 BASEMENT i i y4 O O 3-I/2" O.D. SGH. 40 HOT 1 DIP OALV. STL. COL. I I 1 ( R PLAN WELDED TO PL. 8"x8"x5/8" THK. STL. BASE FL. CORNER CONNECTION O O (4) 1/2" HOOKED ANCHOR � INTERIOR V400D STAIR DETAIL BOLTS EMBEDDED INTO FOOTING MIN. 4" w/ OVERSIZED A- O .00 SCALE: 5/4" = I'-O" WASHER AND END NUT SETUP #5 REBAR (TYP) 2'-0" LAP 5/4"xb" P.T. (TYP) BASE PLATE 'A' DECK BOARDS P.T. DECK JOISTS AS PROVIDE 5" (MIN) CONC. COVER NOTED ON PLANS OF ALL REBAR WITHIN P. GONE:. PROVIDE t -t - 12 FOUND. WALLS d P. GONG. FTG'S. PROVIDE STRAPPING d NAILING I I I 2 __ _ ________ STEEL COLUMN CAP I$ BASE PLATE DETAIL' A5 PER CONNECTION b' IN 5/4' x REQ'D ° ° ° ° I II � , "TYPICAL NAILING/STRAPPING HEIGHT P.T. RISER --------- - ------- PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, �I - A-401.00 O BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" 5/4"xb" P.T. - - I I I II SCALE: 5" = 1'-0 c� PER ENERGY TABLE ON PAGE C-005 ® EA. STUD. DECK BOARDS I I I (WHEN APPLICABLE) 2"x BLOCKING ® EA. -------------- II STRINGER TO MATCH SIZE ----- ---�--IL--I�— ------ FLOOR SYSTEM AS NEW(2) 2"xb" P.T. 51H PLATES OF P.T. DECK JOISTS I (� II TYP. ROOFINS (SEE NOTED ON PLAN UPON SILL SEAL UPON COPPER FASTEN STRINGER TO Q I I I II SECTION NOTES) w TERMITE SHIELD Q-. I I II BLOCKING (MIN. 6 TYP. ROOF CONSTRUCTION p #5 BENT NEW 5/8"� HOOKED ANCHOR ,• FASTENERS) O I1 I Ii REBAR(TYP) (SEE SECTION NOTES) y�N BOLTS ® 59" O.G. w/5" SaUARE N°s1 J I I P WASHER b ENDNUT J 2"x12" P.T. STRINGERS ® 16" 1 I I SIMfRA TER TIE ,�R �5 PROJECT: 4" THK. x 8" WIDE x WIDTH 1 I 1 OF STAIR P.GONG. PAD O.C. (MIN. 3 STRINGERS ® NORTH FORK r O O. STAIRWAY) f� -2"xb" P.T. BLOCK IN BETWEEN ESTATES - LOT 1 II EA.STRINGER. FASTENED TO m Q ALL ECKING SHALL BE FASTENED II P. GONG. PAD w/ A/64" x #4 HOOKED VERT. 4I 5-1/2" CONCRETE SCREWS BY r w/COATED DECKING SCREWS BY G.J. AS PER PLAN _ REBAR® 45" O.G. 11 "CALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) FASCIA BOARD 611 (5) SCREWS PER BLOCK o" MIN. GRIFFING STREET I' 'T' CONNECTION GRADE GRADE BEAM AS PER PLAN CUTCHOGUE NY 11935 II e. REBAR OVERLAP DETAIL ASPHALTIC DAMP PROOFING TO EXTERIOR 11;", 11 GRADE .I�° I-8"� 'SIMPSON PG64 DRAWING TITLE: I:� II " A-401.00 SCALE: 514" = I'-0" '(FOR 5 PLY BM) NEW "SIMPSON" LU526 51M GALVANIZED JOUST DESIGN DETAILS <II EXTERIOR MOOD STAIR D (FOR 2 PLY BM) HANOER ETAIL OR" BG52-2/4 � 11 _ 1 " (F *a - A-401.00 SCALE: 3/4 - I -O P. CONC. FOUND. WALL II (MIN. 4,000 PSI) JI O 1 4I a ' EXTERIOR SHEATHING AS I ' Btl PER SECTION NOTES I SIDING MATERIAL AS FLOOR SYSTEM A5 PAGE: #4 HOR. CONT. REBAR ® "° PER SECTION NOTES _ � NOTED ON PLAN Im TOP,MIDDLE, ✓6 BOTTOi�f OF II z I BUILDING PAPER d HOUSE WRAP WALL (5 TOTAL) �p —(- TO FULLY OVERLAP FLASHING NEw STL. GAP PL. 'A' P.T. POST AS FLOOR WOOD BEAM A-401m00 WELDED TO COL.;SEE AS NOTED ON PLAN PER PLAN II P. GONG. CONT. FTC. IIZ" FLASHING GAP FL. DETAILS II - " (MIN. 4,000 PSI) II (U.O.NN.." P.T. DECKING N. ON PLAN/ NEW 3-I/2" O.D. SGH 40 (3) #5 HOR. CONT. REBAR CAP AI FOR SEGTION/DETAILS) NEW BASE PLATE 'A' HOT DIP G DATE: 06/28/22 ALV. STL. COL. 12 OF 17 WELDED TO COL.;SEE (ASTM AI25) AS PER X BASE PL. DETAILS FOR FOUND. PLAN BY IMS 4" P. GONG. °SLAB LTING STEEL (OR EQUAL)I - - -- ° • "..". .; � '. � a del - - - �-� _ _ _ _ _ MEN 4" P. "SIMPSON" v A v v v v - � •' - -- PROVIDE GOLD JOINT CONC. SLAB AT GONG. SEAMS (TYP) POST BASE PER 6 MIL POLY ,4 - O POST SIZE ��D APB MOISTURE RETARDER a`e �- _ - Z. METAL DTT DECK TENSION ° 1 ° P.T. DECKING `�� ` 4" GRAVEL BASE ° • y t(1 a• JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY '51MP50N'(OR •, L J� �� I I I I I < ° - 5/8" 0 x 5 LONG HEAVY DUTY GAL. FLASHING EQUAL) �- PROV. GLEAN LAG BOLTS ® 161 O.G. INTO MUD SILL COUNTER e v v q r w/(2) 5/8"0 x 5" LONG APPROVED Lt' Q MASONRY ANCHORS® I6 O.G. FLASHING AS PER PLAN ST 4 GRAVEL BASE ° P.T. D.J. AS PER PLAN RIM BD.;WHEN ® FOUND. WALL FASTEN DECK NEW(3) #5 HOR. COMPACT FILL I 2-O „ Y I t I 1 1 11 11 =W Lv FOUNDATION WALL I I I I REBAR UPON (5) #5 HOR. REBAR(b TOTAL) NEW 24"x24"xl2„ 0374a� DEEP P. GONG. PAD COMPACTED FILL '9T FOUND -7ATION WALL DETAIL LEDOER CONNECTION DETAIL FTC. (MIN. 4,000 PSI) COVERED FORCH DETAIL OF 14 A-401.00 SCALE: 5/4" = 1'-0" A-401.00 _ 11 8 STEEL COLUMN I$ FOOTI NO DATA I L A-401.00 SCALE: 5/4" = 1'-0" SCALE: I11 - I O A-401.00 SCALE: 5/4" = 1'-0" i ` 0E ERAL )0" ,50E <E),*' • I _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WODD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Q I-----.�-.I NEW WOOD FRAME (LG. NEY'l FOUNDATION WALL Lu J c(3 �—--i 5TL. WHEN APPLICABLE) ` I (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL E V N WOOD FRAME (L G. 57'L. POST FOR 4" WALLS Q � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL b7 POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED W O WOOD FRAME (L.G. 5TL. C9 WHEN APPL I GABLE) .S= Z O i cc c :3 (V O O ±� CQ � O � � O 0 c6 Q O STRUCTURAL PLAN NOTES OSINGLE SPAN 5TRUCTU :AL MEMBER: 24"x12" DEEP P. GONG. CONTINUOUS FOOTING STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10 ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY AS PER NOTED DETAIL (TYP) - ABOVE INDICATED POSTS. _ _ _ _ - - - - _ - - PROVIDE SIMPSON H55.50/Il.ba, BA356/ILSb, OR BA TYPICAL LEDGER BOARD a EXT. DECK: (2) 2"x10" P.T. „ (2) 2"xl0" P.T O2 I.b1/11.ba HANGER AT INDICATED BEAM CONNECTION (PER 11 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS _ _ L DROPPED BM. L _ -1 (2) P.T. L _ J DROPPED BM. L _I J BEAM WIDTH);WELD HANGER TO STEEL BEAM PER 2. SECURED w/(2) 5/a" 4P x 5" LONG H.D. GAL. LAG ? DROPPPEPE D BM. I _J_�J MANUFACTURER SPECIFICATIONS (SEE 201q SIMPSON BOLTS a 16" O.G. p v qG CIOT STRONG-TIE WOOD CONSTRUCTION GONNEGTOR5 PAGES 3. INSTALL H.D. GALV. JOIST HANGERS BY '51MP50N' (OR qG ? ~ p qG 162-164 d BULLETIN "T-G-WELDUPLFTIq". EOUAL) I Q 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d ([1 • BENT OVER TOP EDGE OF LEDGER BD. p x ® II 12 13 D I ES O RERVE 14 5. SEE NOTED DETAIL I IO I 14 M s I� • W O4 RESERVE 12 BEAM POCKET (TYP) 77 — — — — — — - - - - - - - OJOIST HANGERS (WOOD FLU5H BEAM): TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: PROVIDE SIMPSON MIUI.b1/III FACE MOUNT HANGER® EACH 13 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD I I I I I U F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS ANCHOR BOLTS AS PER PAGE 0-005 ( i �> SILL SEAL JOIST HANGERS (WOOD FLUSH BEAM): • P. GONG. FOUND. WALL AS PER DETAIL UPON I I °°°-111w I 13 L— O PROVIDE SIMP50N MIU3.56/11 FACE MOUNT HANGER a EACH P. GONG. FOOTING AS PER DETAILp •i7i F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3 O BELOW GRADE MIN. p ^+ TYP. 5TL. COL.: 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN w 14 -10 13 12 �� ? I I I APPLICABLE) Q O BY 5I O.D. EEL (O HOT DIP 6ALV. 5TL. COL. (ASTM AI23) AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS BY SIMS STEEL (OR EQUAL) STOOPS (WHEN APPLICABLE) a MASON TO UNT 24"x24"AV DEEP P. GONG.PAD FOOTING FOR HEIGHT OFOWALL 4 SLAB (WHEN APPLICABLE),FINISHSTONE ON THIN T I I I all I O AS PER DETAIL 10/A-402. F HOEDOWN: 14 — — — — — L -1 I - = WOOD DECK FOUNDATION (50NOTUBE ONLY): 14 ( ;� I J I I l0 14 q 4"x4" P.T. POST UPON 12' P. GONG. PIER AS PER O HOLDOWN b AS PER PAGE G-003 I > > I ry °. I 14 DETAIL 2/A-402 I I _ 0 I : I I 13 r - - _ - - - _ - - - - - - - - - - z = - - - - - - - - - - - - - - - -- - - WOOD DECK FOUNDATION (18"x18"x12" FTC): 15 HOEDOWN: N r N BASEMENT to HOL.DOWN 'B AS PER PAGE G-003 -a p UNHEATED . , qB 4"x4" P.T. P05T UPON 12"4) P. GONG. PIER UPON Ib"xlVAV p CC p _ _ _ DEEP P. GONG. PAD FOOTING AS PER DETAIL 5/A-402. x N IV) l� UNFINISHED (- - - - - - - - - - I „ T 1215.5 5.F. 12 qG DEEP P.P.T. P05 PAD FOOT (ON x24 X1U FTC): 1� WOOD DECK FOUNDATION501L BEARING CAPACITY NOTE: Oj- 1 - a -- 8 - _ P. GONG. PIER UPON 24"x24"xl2" I I STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL _ 2 2"xa" P.T. ND___R _ > IN6 AS PER DETAIL q/A-402. SEARING CAPACITY OF 1.0 TONS/5.F. I I nI I I 12 1 1 n1 L - J LA_ J I I .JIl I 1 HEADER P05T FRAMING NOTE:POSTS FOR I -�-aJ NEW 2"xlO"F.J i STANDARD DRAMIN6 GRAP� ONEPAGE G-0 SHALL W I �W 2"xl0"F.J NEW 2"x10"F.J NEW 2 xl0 F.J � c�v tp I •• 0 16" O.G. I ® 16" O.G. J ® 12" O.G. J ® 16" O.G. NOTED OTHERWI5E. - 1'> f(> tu x o d 1 lal ti�p a n p I 1 I 2 GAR GARAGE 5LAB ON n f fQ I GRADE ) - il I I I I _ L 1 ' GL. I a LIB I . .. I 12 - (2) 1._m"xll.b"15" _ ZOE LVL DRIP. BM_ Z O Qom I I 0 1 p I F A 14 il> - l e MECH. ROOM 1 1 155.5 5.F. 12 I I I I I 1 1 I - - 1 / \ / 13 O O DRAIN cV�O OJ SLOPE I I I 10 z ® x° I II I I / \ i i / \ 1 I PROJECT: ® 12 I DROPPED BM. (21zo xPPED�M: 2 I , — — — — — — I — — — 1 — _ \ I I 10 NORTH FORK z (2) 2 xl0 P.T. 1 _ _ _ - - - - 1 ESTATES - LOT 1 II - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14 - - - - - - - - - - - - - - L - (2) 2"xa_P.T. HDR - - - (2) 2"xa P.T. HDR (2) 2"xa'_P.T. H 1 - - 14 - 6Xb-IOXIO W.W.M. � p I BETWEEN CENTER a i I G R I FFI N G STREET UPPER OF SLAB 14 13 to I 14 � 0 1 CUTCHOGUE NY 11935 SECURED IN PLACE DURING POUR I I (2) 2"xb" P.T. SILL PLATES DRAWING TITLE: UPON SILL SEAL UPON 4" POURED GONG. a I COPPER TERMITE SHIELD I2) 2"AO" P.T. qG I- (2J 2 xio P.T.P.r. PROPOSED STRUCTURAL PLAN SLAB p fl 5/b" HOOKED ANCHOR BOLTS ® DROP_PED BM. _ _ DROPPED BM. = I 6 MIL POLY D.G. w/ 3" SQUARE WASHER MOIS N� 1 \ ENDNUT;ALSO 5EE ANCHOR BOLT RETARDER \ a i�I d SECTION ON PAGE A-200 4" GRAVEL BASE ° .. ° °I PITCH GRADE qG UPON CLEAN-----,° COMPACT FILL , PAGE: (U # 5 REBAR ° I 8 V THK. (MIN) P. CONTINUOUS a GONG. GRADE BM. (1) #5 REBAR I° (5,500 P51) ® :10 0 0 a 45" j ° (I) BEa° I AR NOTE: IMI 48" D.G. 1. REFER TO PAGE A-200 1yl - "� FOR NAILING AND DATE: 06/28/22 13 OF 17 °IMI ° ASPHALTIC m, STRAPPING ALL PROPOSED FOUM7)ATI ON STRUCTURAL PLAN j M� ----VAMP m� COMPONENTS PROOFING SCALE: 1/4" = 1'-0-- (1) #5 REBAR ICICONTINUOUS #5 REBAR '� Y'r -Z• (2) #5 REBAR 3 37 MI rr a'F N 1y MONOL I TH I G SLAE3 17ETA I L 5-101.00 SCALE: 5/4" = 1'-0" (5ENERAL S*Nr " BOL <ENr : _ EXISTING TO BE DEMOL1514ED NEW PARTIAL HEIGHT CL WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL O NEW WOOD FRAME (L.O. 5TL. WHEN APPLICABLE)W W J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL V J N WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS Lo WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL POST FOR b" WALL5), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) O Z O� .co i >1 O p :+-' CO _r_ p � c N cu Q O O STRUCTURAL PLAN NOTES OAS SINGLE SPAN STRUCTURAL MEMBER: " n , STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10 'PE DEEP P. GONG. CONTINUOUS FOOTING W ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY AS PER NOTED DETAIL (TYP) ABOVE INDICATED POSTS. PROVIDE SIMPSON H135.50/11.58,BA5.56/II.bS,OR BA TYPICAL LEDGER BOARD ® EXT. DECK: O2 1.51/11.55 HANGER AT INDICATED BEAM CONNECTION(PER II 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF J015T5 BEAM WIDTH);WELD HANGER TO STEEL BEAM PER 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAG MANUFACTURER SPECIFICATIONS (SEE 201q SIMPSON BOLTS ® 16" O.G. STRONG-TIE WOOD GON5TRUGTION CONNECTORS PA6E5 5. INSTALL H.D. 6ALV. J015T HANGERS BY 'SIMP50N' (OR 162-164 d BULLETIN "T-G-WELDUPLFTIq". EQUAL) nl • 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH 51DIN6 d W DECK BENT OVER TOP EDGE OF LEDGER BD. I-M S.F. SO RESERVE 5. SEE NOTED DETAIL 5/4" DECKING O4 RESERVE 12 BEAM POCKET (TYP) OJOIST HANGERS (WOOD FLUEiH BEAM): TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: r U PROVIDE 51MP50N MIUI.bI/II FACE MOUNT HANGER® EACH IS • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD r 2) 2x10 � L (5) 2"AO" HDR L F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS d SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-005 L Ob JOIST HAN6ER5 (WOOD FLU°iH BEAM): 0 P. GONG. FOUND. WALL AS PER DETAIL UPON I �� Q P. GONG. FOOTING AS PER DETAIL •V J PROVIDE SPERM MANUFACTURER RAGE MOUNT HANGER ® EACH . ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I n R.J. N.O.N) PER MANUFACTURER SPECIFICATIONS B.O. FOOTING 5'-0" BELOW 6RADE MIN. <jJ TYP. 5TL. COL.: 1/2" EXPANSION JOINT® PERIMETER OF SLAB(WHEN (9O KITCHEN OAPPLICABLE) I 2255 S.F. 1 5-1/2" O.D. SGH 40 HOT DIP 6ALV. STL. COL. (A5TM ,4125) GPI LVL Q BY 51M5 STEEL (OR EQUAL) • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / 00 F.J.F. ® 12" O.G. 36" STOOPS (WHEN APPLICABLE) O @ REF. • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET O24"x24"xl2" DEEP P. CONC. PAL) FOOTING FOR HEIGHT OF WALL d SLAB(WHEN APPLICABLE) I A5 PER DETAIL 10/A-402. WOOD DECK FOUNDATION (°>ONOTUBE ONLY): 14 HOLDOWN: 2 2"xb" Mk 4"x4" P.T. P05T UPON 12"(P P. GONG. PIER AS PER HOEDOWN D' A5 PER PAGE 6-003 DETAIL 2/A-402 3 I.?5 x14�6.P. 2.OE LVL FLUSH BM. WOOD DECK FOUNDATION (1 V'xl5"xl2" FTC): IS HOLDOWN: qB 4"x4" P.T. POST UPON 12"(P P. GONG. PIER UPON 15"xlb"AV' HOLDOWN 'B' AS PER PAGE 6-005 DEEP P. GONG. PAD FOOTING A5 PER DETAIL b/A-402. WOOD DECK FOUNDATION (24"x24"AV FTC): IdJ SOIL BEARING CAPACITY NOTE: 1 (2) I:T5"xl4" O.P. 2.OE LVL FLUSH BM. x� qG 4"x4" P.T. POST UPON 12"(P P. GONG. PIER UPON 24"x24"AZ' STRUCT G URAL DESIGN OF FOOTINGS ASSUMES A 501E M DEEP P. GONG. PAD FOOTING A,S PER DETAIL q/A-402. BEARING CAPACITY OF 1.0 TONS/S.F. (j DINING (2) 2"x5" HDR *x (5) 2"x6" POST TO d Room I> 6REA_ T ROOM FLUSH BM. (STACKED/I - HEADER POST FRAMING NOTE: w2.4 S.F. 3865 S.F. BENEATH P05T TO POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW W (5) 2"xb" POST wl VALLEY ABOVE) STANDARD FRAMING 6RAPHIC ON PAGE 6-005 UNLE55 q'-o'CL6.H6T. TO FLUSH BM. O N N� NOTED OTHERWISE. C Q 111 x 1 14" GPI 410 LVL ``-r11�i in F.J. ® 16" O.G. 14" OPI q0 LVL x 14" GPI QO LVL x 14" GPI q0 LVL d)J F.J. ® Ib" O.G. f_ F.J. ® 12"O.G. r -w 5.5' STEEL P05T --� F.J. ® I6" O.G. X .� (2) 2"x4" m TO FLUSH BM. POST TO r WRAP W/ Ix FLUSH BM. C w x v 1 2 GAR 6ARAOE cV Q 577.4 S.F. (2) I.?5"xl4"O.P. 2.OE LVL FLUSH BM. _ - ly QI (5) 2"xb" I H P05T TO x Z O 0 nlp O O� FLUSH BM. cv (2) 2"x5" HDR MUpROOM/ O BATH �Y U 1 (2) 1.151'xWl G.P. 2.OE LVL FLUSH SM. 42.9 5.F. 2112 S.F. =X (2) 2"x4" POSTS (5) 2"x4" I (5) 2"x4" O _ 1 p STACKED BENEATH P05T TO r - - - AI r - - - I N POSTS ABOVE FLUSH BM. POST TO FLUSH BM. 7 I / \ I / \ I H 1 BENCH 1 O ( 2"xl0" HD PROJECT: IL OPEN DEN J / \ I / \ I 522A S.F. �I NORTH FORK ,L POST TO FLUSH BM. (5) 2"xb" POST ,' \, I I ,' \\ ESTATES - LOT 1 STACKED I=x 1 BENEATH VALLEY ABOVE (5) 2"xlO" HDR - (5) 2"xl0" HDR Ea (V Q (2) 2"xb" GRIFFING STREET (2) 2"xb_HDR (2) 2_xb_HDR (2) 2_xb" R (2) 2"xb" HDR (2) 2"x5" HDR 5`K MAX SLOPED CONCRETE APRON POST TO CUTCHOGUE NY 11935 POST TO COVERED PORCH ROOF BM. ' ROOF BM. I'Iq S.F. 5/4" DECKING DRAWING TITLE: PROPOSED STRUCTURAL PLAN 13 f.0'�C�CBr✓T ' -� PAGE: S-1.02s00 DATE: 06/28/22 14 OF 17 FROPOSED F I R5T FLOOR STRUCTURAL FLAN SCALE: 1/4" = 1'-0" PG 037Aa� n �'T�OF i 0ENERAL S�'MBOL <EN' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.C. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J C6 STL. WHEN APPLICABLE) ` I C7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Ej V •= N i� POST FOR 4" WALLS WOOD FRAME (L.G. 5TL. Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. 0 -0 � NEW 2-HR FIRE RATED O i ( WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) CL C Z O ca c :3 N O O :t (9 -O O � �' CV c6 a � � o STRUCTURAL PLAN NOTES 0 51NOLE SPAN STRUCTURAL MEMBER: 24"xI2" DEEP P. GONG. CONTINUOUS FOOTING 1 STRUCTURAL MEMBER SHALL. NOT BE CONTINUOUS 10 ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY AS PER NOTED DETAIL (TYP) ABOVE INDICATED POSTS. PROVIDE 51MP50N HB5.50/11.88,BA3.56/11.88,OR BA TYPICAL LEDGER BOARD ® EXT. DECK- O L81/IL88 HANGER AT INDICATED BEAM CONNECTION (PER II I. (1) 2"x P.T. BD. TO MATCH DEPTH OF J015T5 BEAM WIDTH);WELD HANGER TO STEEL BEAM PER 2. SECURED w/(2) 5/5" (P x 5" LONG H.D. GAL. LAG MANUFACTURER SPECIFICATIONS (SEE 2019 51MP50N BOLTS ® 161, O.G. STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 3. INSTALL H.D. GALV. J015T HANGERS BY 'SIMPSON' (OR 162-164 d BULLETIN 'T-G-K=LDUPLFTI9'. EOUA) 4. PROVIDE FLASHIN6 TUCKED UNDERNEATH SIDING d - - n 1 BENT OVER TOP EDGE OF LEDGER BD. T x (2) 2"x8" HDR (2) 2"x8" HDR W O3 RESERVE 5. SEE NOTED DETAIL p •,�� O RESERVE 12 BEAM POCKET (TYP) 2"XIO" G.J. � ° ® 12" O.G. it JOIST HANGERS (WOOD FLUSH BEAM): TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: U O PROVIDE 51MP50N MIU1,51/11 FACE MOUNT HANGER® EACH 13 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD (2) 2"x6" MASTER F.J. (U•O.N) PER MANUFACTURER SPECIFICATIONS d SILL SEAL • ANCHOR BOLTS AS PER PACE 6-003 POST TO BEDROOM #I (2) 2"x6" • P. GONG. FOUND. WALL AS PER DETAIL UPON VALLEY 2"x10" G.J. ® I2" O.G. 214.5 S.F. POST TO ' JOIST HANGERS (WOOD FLUSH BEAM): FLUSH BM. w/SIMPSON LU528 _ "� VALLEY Oo P. GONG. FOOTING AS PER DETAIL PROVIDE SIMF50N MIU3.56,/II FACE MOUNT HANGER ® EACH HANGERS® FLUSH BM.5 iq Q Q ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR x�z F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS K I LL n 1 • B.O. FOOTING 3'-0" BELOW GRADE MIN. MASTER � cv�� Q `j J I/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN BATH O(_ Q TYP. STL. COL.: APPLICABLE) p 146 S.F. q t Nx I O 3-1/2" O.D. 56H 40 HOT DIP GALV. 5TL. COL. (A5TM AI23) . AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ x BY SIMS STEEL (OR EQUAL) O ® * cV STOOPS (WHEN APPLICABLE) iv • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET N N O24"x24"xI2" DEEP P.GONG. PAD FOOTING FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) a- AS PER DETAIL 10/A-402. 00 WOOD DECK FOUNDATION (50NOTUBE ONLY): 14 HOLDOWN: 1 (5) 2"710" HDR 9 4"x4" P.T. P05T UPON 12"(P P. GONG. PIER AS PER HOLDOWN 'D' A5 PER PAGE 6-005 I ( I I DETAIL 2/A-402 (3) 2"x4" I- - - - POST TO (2) 2"x8" v — — — — - (5) 2"xb" 1 I HOLDOWN: FLUSH BM.5 to I HIS W.I.G. OOR HDR - U O POST TO WOOD DECK FOUNDATION (18"xl8"xI2" FTC): 15 HOEDOWN 'B' A5 PER PAGE 6-003 O I 28 S.F. ( • U.N.o) HER WALK-IN GL. p I \ VALLEY I I 9B 4"x4' P.T. P05T UPON 12'Q P. GONG. PIER UPON I5"xW'xI2" a Q 5�-7 S.F. X- I d R.R DEEP P. GONG. PAD FOOTING AS PER DETAIL 8/A-402. Q �� - cV ® 2"x8" G.T. �� Ql BEDROOM#2 / I Q I WOOD DECK FOUNDATION (24 x24 xI2 FTC): SOIL BEARING GAPAGITY NOTE: x F qG 4"x4" P.T. P05T UPON 12"(P P. GONG. PIER UPON 24"x24"xI2" tV 150.2 S.F. 0 - N N DEEP P. CONC. PAD FOOTING AS PER DETAIL cl/A-402. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL p BEARING CAPACITY OF LO TONS/S.F. I N v �� C-==� 1 � �O� U GL. O to I / 1 z �? HEADER P05T FRAMING NOTE: I m v O I 1 p STORAGE I POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW v / 1 BATH 3 N STANDARD FRAMING GRAPHIC ON PAGE 6-003 UNLESS NOTED OTHERWISE. Q (5) 2"x4" I P05T TO 3 xb p \I FLUSH BM. v 0 x Q l9 / HALLWAY - u*i z N Q i i t BEDROOM#5 i (2) 2"x4" POST - TO VALLEY n® +�a �'+ N Q a I i 406.4 S.F. I GL. ABOVE s� i I FLUSH BM 2xb_' HEADER- (2) 2"x4" P05T x T? / I I TO VALLEY cv LAUNDQ ABOVE j a D w , I I ~ (2) 2"x4" F ROOM I I P05T TO I 56.0 S.F. I I g FLUSH BM. I I I Qr 0 Q p GL. N I I N # _ _ _ _ _ / 'd 2"xW G.T. I BEDROOM 3 BEDROOM#4 I i ® 16" O.G. a 172.4 S.F. p p 141.4 S.F. 2"x I O" G.T. biro I " I Q (3) 2'x{� I (2) 2"xb' POST (2) 2"xb" POST POST tO o Cl GL. TO ROOF BM. TO ROOF BM. VALE{ A 2"AO" G.T. I 4R•R (5)2"xIO" HDR ® 12" O.G. -- - - -- PROJECT: i (2) 2"x " HDR (2) 2"x8" HDR j(2) :2',x&, HDR (2) 2" " R x HD -- _ = I NORTH FORK I ESTATES - LOT 1 I GRIFFING STREET CUTCHOGUE, NY 11935 DRAWING TITLE: PROPOSED STRUCTURAL PLAN F OFOSED SECOND FLOOR STRUCTURAL PLAN PAGE: SCALE: 1/4" = 1'-0" ®3 ■ ®® DATE: 06/28/22 15 OF 17 k G' r C/, y A� Y i �. ` \1R. P4, � � r _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. CL EXISTING TO REMAIN WHEN APPL►GABLE) Q NEW WOOD FRAME (L.O, NEW FOUNDATION WALL LIJ STL. WHEN APPLICABLE) J CBy ` I ( NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRUCTURAL V Q _ WOOD FRAME (L.O. 5TL. P05T FOR 4" WALLS VV E CV WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRU0TURAL Lo POST FOR 6" WALLS), U.O.N. 0') � O NEW 2-HR FIRE RATED � WOOD FRAME (L.O. 5T'L. i } WHEN APPLICABLE) 0 Z O a cu -Y c :3 CV tO 4 4-1C4 4 � � to Q O STRUCTURAL PLAN NOTES OSINOLE SPAN STRUGTUIQAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING n , ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY AS PER NOTED DETAIL (TYP) �i/ ABOVE INDICATED POSTS. PROVIDE 51MFWN H55.50/11be,,BA3.56/11b5, OR BA TYPICAL LEDGER BOARD ® EXT. DECK: O2 1.51/11,55 HANGER AT INDICATED BEAM CONNECTION (PER II I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS -DECK BELOW BEAM WIDTH);WELD HANGER To STEEL BEAM PER 2. SECURED w/(2) 5/5" m x 5" LONG H.D. GAL. LAG MANUFACTURER SPECIFICATIONS (SEE 2014 5IMP50N BOLTS® 16" O.G. STRONG-TIE WOOD GONST'RUCTION CONNECTORS PA6E5 3. INSTALL H.D. 6ALV. J015T HANGERS BY 'SIMPSON' (OR 162-164 d BULLETIN "T-G-I^IELDUPLFTl9". EOUAL) m ID v • 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE OF LEDGER BD. 3 RESERVE 5. SEE NOTED DETAIL ( 12 BEAM POCKET (TYP) I i &:12 PITCH 8:12 PITCH • —O4 RESERVE 2"xl0" R.R. 2"xl0 R.R. ® 12" O.G. OJOI5T HANGERS (WOOD FLUSH BEAM): TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: PROVIDE 51MP50N MIUI.81/11 FACE MOUNT HANGER® EACH 13 (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD v F.J. (U.O.N) PER MANUFACTURER SPEGIFIGATIONS 4 SILL SEAL ANCHOR BOLTS AS PER PAGE 6-005 I I I I 0) OJOIST HANGERS (WOOD FLUSH BEAM): P. GONG. FOUND. WALL AS PER DETAIL UPON PROVIDE 51MP50N MIU3.56/11 FACE MOUNT HANGER® EACH P. GONG. FOOTING AS PER DETAIL I I � I I r/, F.J. N.O.NJ PER MANUFACTURER SPEGIFIGATIONSEl ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR \J J B.O. FOOTING 3'-0" BELOW GRADE MIN. J I Q I n 1 •Tyr. STL. COL.: 1/2" EXPANSION JOINT® PERIMETER OF SLAB(WHEN am tjJ - APPLICABLE) - O 3-1/2" O.D. 50H 40 HOT DIP 6ALV.5TL.COL. (ASTM AI23) AIR ENTRAIN P. CONC. FOR PORCHES/PATIOS BY SINS STEEL (OR EQUAL) STOOPS(WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I G?J? m (2) 2"xb" POST O8 24"x24"xl2" DEEP P. GONG. PAD FOOTING FOR HE16HT OF WALL 8 SLAB (WHEN APPLICABLE) I 3+5 b�' pr'b I I TO RIDGE ABOVE A5 PER DETAIL 10/A-402. I I `� a U <o "�E' � I I - - - - - - WINDOW HDR m WOOD DECK FOUNDATION (50NOTUBE ONLY): 14 HOEDOWN: I a � a�<F ��0 I F _ _ _ _ _ _ _ - - - 4"x4" P.T. POST UPON 12"d) P. GONG. PIER AS PER HOEDOWN 'D' AS PER PAGE 6-003 I I Avis a, 0 v I I I -� DETAIL 2/A-402 I x - �c O i SEE „ HOEDOWN: I n ® y4 FOUNDATIO ) � z O= I I 2"x10" R.R. 2"xl0" R.R. WOOD DECK FOUNDATION (I5 xI5 xl2 FTO): 15 HOEDOWN 'B' AS PER PAGE 6-oo3 I * c�`� PLAN NOTE�c O X� - - - - - - - - - - - - — 9B 4"x4" P.T. P05T UPON 12"4) P. GONG. PIER UPON IS"x18"xl2" I Q J Q = ® I - - - - - - - - - - - ® 16 O.G. DEEP P. GONG. PAD FOOTING AS PER DETAIL 8/A-402. Q WOOD DECK FOUNDATION_(24"x24"x12" FTO):O " 4'x4' P.T. POST UPON 12'Q 501E BEARING CAPACITY NOTE: I I n N DEEP P. CONC. PAD F00''rINP. GONG. PIER UPON 24"G AS PER DETAIL q/A-402. 2 STRUCTURAL DESIGN OF FOOTIN55 ASSUMES A 501L I I (5 2"x12 RIDGE 9G 02. BEARING CAPACITY OF 1.0 TON5/5.F. (3) 2"xl2 RIDGE (3) 2 xl2 RIDGE - -- - - )- - "-- -- - - -I (3) 2 x4 - - - --- (3) L'75"xa.5" 6.P. 2.OE LVL R.R. I POST TO (3) 2"x4" POST TO RIDGES VEMxTENlrr>>lENr7 VFRAMING(3) 2"x4" POST HEADER POST FRAMING NOTE: ABO B/W R�D6ES ASVIDE OCKINOREQD) I TO GROSSRIDGE ABOVE WALK-IN ( dJ�p U I S � P05T5 FOR DOOR AND WINDOW HEADERS SHALL FOLLOW GABLE RIDGE OL05ET WALL BELOW +�� H6 51IX STANDARD FRAMING GRAPHIC ON PAGE C-005 UNLESS I d V I I n I a V`S �G�� I SLOPED NOTED OTHERWISE. V r a V - a O ?�'�' HANGER TOP-FLAN6E n PROVIDE NAILING " `�� V = n ® -' Q 2"xl0" R.R. STRAPPING PER PA5E ,y 1 G� ��4��` - - - - - I LL U ® 16" O.G. 6-003 FROM R.R. d �l .yam - -1 IL G.J. TO WALL BELOW tx y GF@ 2"x10 RIDGE (2) 2'x4"J 2"xl0" RIDGE J� W I - w 2"xl0" R.R. 2'xI0' R.R I x PD 6_ o 16" O.G. O.C.® I6"1 \_(5) 2"x4" POST � - - - - tI- TO RIDGE PROVIDE FRAMING I n ® Ty X L x I w EXTENDING To R.R. a a %j 2"xl0" R.R. 2"xl0" R.R. I G.T. FROM HALLWAY a 0 ® 12" O.G. ® 12" O.G. i WALLS BELOW 0 to�_ I ^ Oe� m 51MPSON I HGLTV3.511X SLOPED HANOER x Lu N _ 12:12 PITCH _ _ 12:12 PITCH I I Q (3) I.T5"xa.5" 6.P. 2.OE LVL R.R. a:112 F &d2 PITCH I ( I 2"xIO" R.R. 2"xlo' R.R. I PROJECT: ® 16" O.G. ® 16" O.G. - - - - - - - - - - - -- J r, - � - - - - - - - - - - - - � NORTH FORK 2"xl0" R.R. 2"xl0" R.R. I I 121tOOF�M. _ _ - _ ® 12" O.G. ® 12" O.G. __ - - - - - _ - - TO RID - - _ _ _ _ TO RIDGE ABOVE ESTATES - LOT 1 J- - - - - - - - - - - - - - - - - - WINDOW HDR m 0 pi v � O _ GRIFFING STREET CUTCHOGUE, NY 11935 n �t r� LJ DRAWING TITLE: PROPOSED STRUCTURAL PLAN 0 PAGE: FROFOSED iZ00F FRAM I NC PLAN S-104m00 SCALE: 1/4" = I'-O" DATE: 06/28/22 16 OF 17 a ,°+ D pu 037 TF 0 F N�� i a Q 0 w w ca J cy) Iz C CV -0 O 0 z0 .ca c :3 c\l 0 O :+_' O .r_ 0 � 4--) CV In Q O W L D 4--J U •- 4� � -�--� m _c + U c Q •— LL tL o p 4" FRESH AIR VENT p O i L THROUGH ROOF k v I d k I d I I I I I • I I MASTER FULL NOTE: MASTER FULL BATHROOM 5 LAUNDRY _ I 2„ BATHROOM 2 BATHROOM 3 LAUNDRY BATHROOM 2 ALL PLUMBING WORK LAUNDRY SHALL CONFORM TO O —r—T-- --------- I — --"�----- LOCAL PLUMBING CODE IL 1 1 I I I 1 --1 a. I� Ir, l? .B I� .B Z 1 2 2 1 21-1 I 1211 12 12 I I :Q I :Q O� I I :Q :Q 1 1 I I I I 1 I I I PROVIDE "ABESCO FF200 FR O I I i t Q4 V I Q I I I I I Q° v EL C�END w :2 12" B Ic .B I I 1 I I B B 2 I EXPANDING FOAM" (OR EQUAL) lu x I �v X I �V �I W.G. = I 11 I �v �I �v XI W.G. v I I 1 I I AT ALL PENETRATIONS IN FIRE N I II .VI 21 O _ I _ I =I U HOT WATER - NOTE. - I I I I I I RATED WALLS AND �� 1N SHOWER m - 1 1N 1N rN SHOWER m -----'i ALL PLUMBIN6 d w� I WIG I FLOORS/CEILINGS. PRODUCT ry I I ryl I�� r� TUB I �_ N I :_� c�v I :_� nl 1=ry� SUPPLY — FUEL 6A5 WORK I SNowER I- " I- I r2- I I 1- I_ �� SHOWlkR CONFORMS TO ASTM E 814, I I_—_ I —1 \ -------_--1 -------------- y1I ---- I ! — --1 —_---- : GOLD WATER SHALL CONFORM _ y_. .._.._.._..--_—�_ .._..—.._ _ _ _ _ — _ {ry_ --- —._, .. — _— PLUMBING GORE 3 TUB I WPSHER I I ASTM E b4, AND UL 14?Q — — —1 SUPPLY TO LOCAL G.O. 2 2 - 3�� 1 5. 2 FUEL 6A5 j PROVIDE ABESCO FP200 FR FULL KITCHEN NOTE: EXPANDING FOAM" (OR EQUAL) BATHROOM I ALL PLUMBING WORK OUT SHOWER FULL I I AT ALL PENETRATIONS IN FIRE OPEN DEN PIPING PENETRATIONS: BATHROOM I KITCHEN 1 RATED WALLS AND Q-' KITCHEN I. PROVIDE "ABESGO FP200 FR ————_ SHALL CONFORM TO VI FLOORS/GEI L INGS. PRODUCT p EXPAND I N6 FOAM" (OR EQUAL) ___ LOCAL PLUMBING CODE I I CONFORMS TO ASTM E 514, AT ALL PENETRATIONS AT WALLS ____ �� O pp p� r 2 1 I 1 2 � Q TIC j I ASTM E 84, AND UL 14'19 AND FLOORS/CEILINGS. N 1 I 2 1 I GLEAN OUT U I= I79�5?, I 1 2.PRODUCT CONFORMS TO ASTM E IL 1 1 ( 12 3' AS REG2 D - I kN I 1 I I�G 5�j 1 j 6A5 FIREPLACE 514, ASTM E 84,AND UL 1479 w 2 B I �v W.G. U UI I� = I I RANGE PROVIDE F A.I. xi 0 W G. SHOWER I ivi �� ry� IN SHOWER v SHOWER 14, 1 I- �� , -1 I- I DYl I i - Dw --- ---I ---------------= ---- --- ------------------ i G.O. G O I I OAS SUPPLY PROPOSED Ij G.O. WATER SUPPLY I 4„ SYSTEMGI..I I I TO BURIED p 4" HOUSE ROOM 1 j 1,000 MAIN DRAIN G.O. _ ROPANE TO STREETN woo PROJECT: �.._.._..�� 1 l 4 TO SEPTIC Q N 0 RTH FOR K � SYSTEM � m N d ESTATES - LOT 1 GRIFFING STREET CUTCHOGUE, NY 11935 FLUMBINO RISER - PRA I N / NASTE / VENT FLUME I NO RISER — 5UFFLY OAS RISER — SUPPLY' DRAWING TITLE:PLUMBING RISER DIAGRAMS SCALE: NTS SCALE: NTS SCALE: NTS GAS RISER DIAGRAM PAGE: P-1.01000 DATE: 06/28/22 17 OF 17 �g i D AP\ 0 cz� ��, 0 /. O �. �., OF t4 i SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION d ® PROPOSED ACCESSORY STRUCTURE ® Q PROPOSED 2ND STORY UJI Lu cc "ENT Q :4-j S cLo o a� 0UTILITY Cfl L Z O OUTILITY fr i ' O POLE >,ts• `:.., ..- •- �.;r `. / �`C;�► ,� q"Pe + - 1 EL=2e,.ci VACANT LAND J ? i o I li — — — — at' Li •� ��• n • °�' v ¢ i °*"`� O O � 540 15 20 E - - - - - 165.0 .__. 1; �< " -O 0 '' Ln PROP. - - - - - �_.I x > M *� 4 } c �" + ,elf o ku ,, � , *k�Y _ '! vie t +t r- EL-31.1 . STREET � . ✓ t= 411. TREEq1xaPy } Ie, z .. .. Y '�'�\Y i"t° �+,.. � Y � R r.�r �ffita� -.,, ae<;.'"r, ' ,fryv a .'Y. `� :. , o ' a � +s.'j, '°»,,'♦!,/ 4'%i•,( ^s+ '` , �' o ''f*T '�" ,Y ,, +✓' ' . '?f �. `vq '~. h„!,* -^ »z ,, ' .,t ♦ y�Y' � .:' ,�,'. ♦'ate \`"+�'P�1• s;, 1J o I Ln in y r j. 'R a, 3s4• « '^s''sy ,YC.'`�`,w 'e °`,a^ Y ' 'a �,'yi. *'l. ,A`' .aY es '!` �M� ,'d p'p 'AWP V 1 #a�s r& rMA h" .... G.•erf,;._ + '�y ` ` } f, .} ? '!�x ! w ^Y. Y I I A ��4f t'zL E3t ' d '♦} af,f`�' "` ` �/T' r✓��`� � HAY BALES AND/OR SLIT FENCING '' 4 SUBJECT PROPERTY �,,{�� ✓ {?'y`�� ,b e� �,a•'t "- ♦ % ... ° V Z ® �Ay t�l i W- g9 D"t .. :• . ~k.mF ,4 e f 4 ! I *♦I / ,�'\`s ♦ • 5 Lu LL , �"'l .+�.,'�'"`�'♦�.�`�svE;:'. y }Y yi�. •. r¢wr�:;p' .,♦p ,s;� 4'` tf/' t ♦� .'e°'x,.''''y y.:` U • � / ,.Y, `1 ♦ "."f ^ z 5'{w..'i 'h � `. Arh"S'ya "i Y't 1`'R.s.' {{ J�''Z�* K� � ,+� V, •.�, � `•y�.w's nA,J/ y 1 �� M'. �•3' STOGIGPILE STORAGE �' ra Z � �y, ., - i � .., ,, ,`'�a�. '�,� i'a' \�\�4• -fir °t. �,d" ��,,�,"" '�; ■ AREA PROP. 1 r,� �y `r�F, '' , • e t" :�t,. -)-.e1, kN 5TREET d .. i Q I °. : .: 3 w �ti '' i� .4r. r' '�fi��.at L.�. x"�. s 'i. _ t '.. °:.�/ �1 � l rr:r/:_. .�� .. .•_r TREE ( _ _ ..O' REAR I ARD 5E7BAG< _ _ _ _ — w LOGAT 1 ON MAC' U � j UTILI 0 In 50ALE: NT5 Q •— POLE PROP° m l i I '^ WD. DECK FADE <E� / /�-�` 3 0 UL I I PROP.) I z z -�Q ,® � PROJECT LOCATION & SCOPE Q 47 A ;� } - PROPOSED NEW 2 570R)" WD. FRAf� E IDNELL I NO N1 5ASEMENT SITE PLAN & ZONING DATA OARAOE 44.7' jo o m z OO2 .00 GENERAL NOTES i PROP. 2-STORY WD. 24.0' R I = FRAME DWELLING w/ % 14.0' VO, V ENERGY TABLE p BASEMENT 8 GARAGE / l PROP. (5 BEDROOMS) / --------- .� STRUCTURAL DESIGN CHARTS o , STREET �\ T T n/ TREE I OF, EL•B E ! I -®o� ,0o HOLDOWN, ANCHOR BOLT, GARAGE SLAB EL.=26.7 � \ z Q // I � `� -. STRAPPING, & NAILING DETAILS Lu z �- w UTILITY �I N ° I FASTENING SCHEDULE POLE �I - 30.0' PROP. 24.0' -------_\ j I PROJECT / ZONING DATA FRAMING GRAPHICS N 0 I COVERED �\ I TAX MAP # 1000-102-OS-�i.77 �•/-OO .00 U PORCH BEAM CONNECTION PATTERNS o ZONING DISTRICT HB / NG I I I FIREBLOCKING DETAILS o IL Q I PROP.I. I I PD W. j I I LOT AREA Ob ACRES 0 O \ D•W• / I PROPOSED \ w PROPLu PROPOSED FOUNDATION PLAN 15TREET d' [ �� _ _ 1 _ TEMPORARY _ �� h_ I SUFFOLK COUNTY HD APPROVAL REQUIRED 5 —I TREE ml 40' FRONT YARD 5ETBAG'G I} O �O1RET jV I I cr u. ( 6RI1-E NG ) j WAASRHOUT IK I z o d N I� IEA 0 Lo : HABITABLE SPACE PROPOSED II m w - o Z iQ i I BASEMENT AREA _ t- O2 .0 PROPOSED FIRST FLOOR PLAN Z z �- Z I� v I ID Lu o j w w I� I- FIRST FLOOR AREA 1,445A S.F. z EL=23.ci' p IQ I w BALZ I�, Ip I I SECOND FLOOR AREA 1,870.4 S.F. 2 ts) ANoioR sL I r I� I� to ¢ - Q�j,QQ PROPOSED SECOND FLOOR PLAN L) ENGINE PROP) III I Q TOTAL BEDROOM COUNT 5 II z I \ M.N./ I < < ♦ I I 1 � Ln PROPOSED EXTERIOR ELEVATIONS �� I -201 .01 W N N39°38'20"W - � r - —r - - - - - - - 142.52' - — LOT GOVERAOF- 0 0 8 PROP. PROP. PROP. PROP. PROP. 6 5TREET 5TREET I STREET ASPHALT STREET DESCRIPTION (FOOTPRINT) AREA LOT F TREE TREE I TREE DRIVEWAY TREE COVERAGE PROJECT: GONG. WALK TOTAL LOT AREA 2-7,168 S.F. -202 .0 PROPOSED EXTERIOR ELEVATIONS NORTH FORK TRENCH DRAIN PROPOSED HOUSE $ GARAGE 2,175 S.F. 8.0`Yo I EXIST• ESTATES - LOT 1 CATCH I GONG. CURB PROPOSED COVERED PORCH 175 S.F. 0.63o BASIN I PROP. FIRE HYDRANT (TO REPLACE -�O I ,®O BUILDING SECTIONS EXIST. FIRE WELL AFTER PUBLIC WATER PROPOSED WOOD DECK 164 S.F. 0.630 MAIN EXTENDED DOWN GRIFFING STREET) TOTAL AREA OF ALL STRUCTURES 2514 S.F. �1.34o GRIPPING STREET F I NO 57REE7 CUTCHOGUE NY 11935 I I "MAXIMUM LOT COVERAGE ALLOWED - 20.03o r BUILDING SECTIONS I PROP. WATER MAIN ® 5TREET I DRAWING TITLE: -------------------------------------------------------------- ---------------------------------------------------------- REQUIRED 5ETBAGK5 - MAIN BUILDING PROJECT LOCATION & SCOPE REQUIRED PROPOSED COMPLIES �!-�O I .00 DESIGN DETAILS SITE PLAN & ZONING DATA FRONT YARD 51 T� FLAN (GRIFFING STREET) 40.0 50.0 YES 5GALE: I" = 15'-O" (SCHOOL HOUSE RD)NT YARD 40.0' 48.0' YES Cj- PROPOSED STRUCTURAL PLANS PAGE: SIDE YARD 15.01 44.7' YE5G-001m0ml 1 I REAR YARD 50.0' 68.2' YES PROPOSED STRUCTURAL PLANS DATE: 02/20/25 1 OF 17 51TE LAYOUT NOTES: S- 1 Q j,QQ PROPOSED STRUCTURAL PLANS : 1. TH15 15 AN ARGHITEGT'5 SITE PLAN $ 15 SUBJECT TO VERIFICATION BY A LICENSED , SURVEYOR. THE INFORMATION REPRESENTED ON THIS 517E PLAN 15 TO THE �✓ ,,' .A ARCHITECT 5 BEST OF KNOWLEDGE. �s I PROPOSED STRUCTURAL PLANS 2. SURVEY INFORMATION NAB OBTAINED r FROM A SURVEY DATED MARCH 5, 2022 AND PREPARED BY: SEGGAFIGO LAND SURVEYING PC. 500 MONTAUK HIGHWAY MORICHES, NY I Ig55 - 1 ,Q� DWV/ WATER SUPPLY RISER �* GAS RISER OE NERAL 5"%-r��150L <E I : _ EXISTING TO BE DEI�fOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.G. STL. Q EXI5TING TO REMAI' I WHEN APPLICABLE) 0 Lu NEW WOOD FRAM (L-6. NEW FOUNDATION WALL J co 5TL. WHEN APPLICABLE) M NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRUCTURAL c: N WOOD FRAME (L.G. 5TL. P05T FOR 4 WALLSLO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O 0 O POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED r- WOOD FRAME (L.G. 5TL. 0 c: Z O WHEN APPLICABLE) a c N O O t _c 0 4 Cfl 4-1N cB � FOUNDA71ON PLAN NOTES FINISHED 0 c O FLOOR, Q D OTYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: C1J iu - FINISHED I • (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE SHIELD $ GRADE 4 SILL SEAL d • ANCHOR BOLTS AS PER PAGE 6-005 35'-3y2" • P. GONG. FOUND. WALL A5 PER DETAIL UPON - • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR d • B.O. FOOTING 5'-0" BELOW GRADE MIN. 8'-5y:2 • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN b vtiv T APPLICABLE; • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS : - STOOPS (WHE`.N APPLICABLE) - - - - - - - - - • MA50N TO A'-COUNT FOR FINISH STONE ON THIN SET FOR HEI6HT OF WALL 4 SLAB (WHEN APPLICABLE) 4 L J 1 J BASEMENT W ONEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. W 2 REINFORCEMENT, UPON 6" CRUSHED STONE BASE, i 1 COMPACT STONE FILL. I 1 1 FREEZE PROOF H05E BIB: �-$ 1 5 1 OFASTENED w/MASONRY ANCHORS (PRECISE d I 1 LOCATION T.B.D'. IN FIELD - CONSULT H/OWNER) - - - - - - - - - - - - EORESS !' `IELL.. DETAIL 0 c 1 1-OFOUND $ P0575 FOR ND. DECK: • - - - - - a - - - - - - - - -/`'� i` ;. A-101.01 SCALE: 1/4" _ I'-Ou HD. P.T. P05T 4 P. GONG. PIER UPON FOOTING AS PER _ - 9T2 - - - _ _ _ _ _ I6 42 _ - - - - ■ DECK DETAIL ('IYP) Q V OTYPICAL LEDGER BOARD 0 EXT. DECK: W I. (1) 2"x P.T. W. TO MATCH DEPTH OF JOISTS LI Q 2. SECURED k#(2) 5/8" 4) x 5" LONG H.D. GAL. LA6 BOLTS ® 1611 O.C. i 5. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR I t EQUAL) 4. PROVIDE FLA511IN6 TUCKED UNDERNEATH 510IN6 4 BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL - - - - - - -� I ¢ D FOR WOOD STAIRS ® GRADE: • g K cu D O iu C7 O6 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON I � A-4OI 2 - � -� - O 6" GRAVEL UNDER 2NI2" P.T. STAIR STRINGERS ® - - - - - L t --I _ MAX. 16" O.G.,U.O.N. (MIN. 5 STRINGERS) 13 14'-O" 24'-O" NEW A/C GONDE:NSER: =N I I I I 1 3 OI. ZONE 1 4 2 'RHEEM RA166AJINA 1 2. ZONE 5 RHEEM RA1442AJINA 5. ZOME 4 MIT5UBI5H1 MUZ-JP12KA MSZ-JP12WA 1 12 r• •� 4. INSTALL CONDENSER ON GONG. PAD 4 PER MAN. ^ . 2 I r BUNHEATED I ' . . SPECS. UNFINISHED '7-O " " I 1 A/C ZONE 142_ 1 I I (2) T 510 J - - - - - - - - - - - - - - - - - - 1 I. NEW AIR HANDLER 4 DUCTWORK IN I I 1,215.5 S.F. L _ a _ _ RE55 INDO BASEMENT FLOOR FOR BASEMENT 4 GIZONE3:OR, - - - - - - - - - O 13 r U uj 1.NEW AIR HANDLER 4 DUCTWORK ON K 1 A�oi I 13 1 m o ATTIC FLOOR: FOR SECOND FLOOR .ry -�2 J L J J I 14'-8" m 1 O A/G ZONE 4: Y I 1 O I. NEW MINI-SPLIT SYSTEM ® SECOND FLOOR AB04'E 6ARAOE O r r O r- FLOOR DRAIN: Q N I O I ry I - J 2 I 1 NEW 3 GUARDED FLOOR DRAIN W a TRAP o I r I -1 I Q Oui t ERE RATED DOOR: et I 5F 1 9 Q N NEW GONG. PAD O 3 X6SELF-CLOSING STEEL DR. 1 I I I I O u GARAGE I I FOR A/C Z K I 13 I I IL- CONDENSERS( SLAB ON I CONDENSERS O Oto NEW MECH. ROOM: I • I GRADE ) z M I. WALL HUNG NAVIEN NHB-150 BOILER 4 NAVIEN = �' I ; '► w 0 W NPE21052 DHIH � I . ' I - 2 L � I r:'�.:.:`. :.,'�.:': � 2.BASEMENT LEVEL HYDRONIG AIR HANDLER ' A_gpl L -I I I p RWIP06A561'INAA (OR EQUAL) EW (14) RI ® tl,-L5' I 5. ATTIC LEVEL HYDRONIC AIR HANDLER UP (I ) Tr ® 10' I : ... ,• '! RWIP04A241,9'NAA (OR EQUAL) a 4.INSTALL AS F ER MANU. SPEC.s _ _ _ 8'x8' OVERHEAD 5. F.A.I. THROUGH WALL A - _ _ _ 'N I DOOR 6.FLUE THROUGH WALL -, L - J J L J LO `q Lu 5 MAINTAIN AL UNIT" CLEARANCE IN FRONT OF - - - - 3Qxba _ I ( I '. 'I o MECHANICAL UNITS AS PER NY5 MG 306.1 5'-3y2" 12'-3y2" 7C - 7C - 0 8.MAINTAIN ALL APPLICABLE VENTIN6 - I:., CLEARANCES REQUIRED PER NY5 MG 504. i I _ 2 - d - 0 O TYPICAL MECHANICAL ROOM NOTES: I 12-3y2 14 2y2 2 4y2 14 3 / \ I / \ I ::.... I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY 5 a MECH.3 ROOM PROJECT: "DUROGK" (OIZ EQUAL) A-aoi 2. FOR NO. FR. GL6. AND/OR WALLS - PROVIDE (1) LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON O I r, `t DRAIN I -_ _ - __ _ __ _ 1 I 1 NORTH FORK GONG. WALL.iJ r I 1 SLOPE - 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. (V 1 I 2 I 1 - - - ESTATES - LOT 1 SPEC.'s AND AS PER NY5 MEGH. AND FUEL OAS GODS / \ I / \ 1 4. COMB. AIR VOLUME AS PER MANU. SPEC.s - PROVIDE 1 I I II 7-O 7-oil FRESH AIR INTAKE FROM EXTERIOR 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I �' I i/ _ - - - - - - EMERGENCY SHUT OFF SWITCH I 10 - - I II 6. FOR 6A5 5EIRVICE, PROVIDE 6A5 SHUT OFF SWITCH 13 13 13 , . •J GRIFFING STREET -I. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER A-501 1 CLEARANCES AS PER CODE L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 8. PROVIDE 5 FLOOR DRAIN 4 CONNECT TO SANITARY _ _ _ _ - - - - - - - - - - - - - - - - - - - - CUTCHOGUE NY 11935 " � I f SYSTEM AS PER NYS PLUMBING GODS I I _. • . . i .D 2'-6" 8'-O" 3'-O" 8'-O" 2'-6" L` -- - - - - -- - - - - _ -- - - - - - -- - - • � 4 I I DRAWING TITLE: K K 1 I1 WATER METE;,: _I: o I. PROVIDE NEW WATER METER WITHIN BASEMENT 1 1 T 1 a PROPOSED FOUNDATION PLAN 2.5EE AL50 PLUMBING RI5ER DIAGRAM - d) r 0 5.INSTALL AS PER NYS PG 17'-11" 10' 4" I � 1 4 4 4 I OEGRESS WIND,DW WELL: 50'-0" 14'-0" 24'-0" 12 PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY I "ROCKWELL;66 SERIES" 66"W.X84"H.OR EQUIVALENT. D I - INSTALL AS PER MAN. SPECS. � � L J_ _ _I _ _ _ _ _ � I PAGE: WINDOW NOTE_ 13 6'_�2:: 6 V. I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN CASEMENT, DOUBLEHUN6, OR GLIDING (A5 NOTED); ISUBSTITUTIONS,LPSEE NOTE S PER MANI). #9�N "6LA 5 WINDOW5 5 6 - A-10loOl y AND DOORS" ON PAGE 6-002 IF CASEMENT (� WINDOWS - ALL CSMNT WNDWS SHALL HAVE �0 O_ d STRA16HT ARM HINGE WHEN d 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WA5H DATE: 02/20/25 5 OF 17 5. ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. &L. 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING II II�I �I FLAN ',.. CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF FROFOSEI� FOV I `��AT I OI `4 FL A '� E6RE55 SHALL BE FOLLOWED: NET CLEAR OPENINO........... 5."f S.F. - HA51 TABLE SPADE• 12 15.5 S.E. O ROSS AREA SCALE: I/4" = I'-O" �' �®� A� NET CLEAR HEIGHT............... 24 MINIMUM • NET CLEAR WIDTH................. 20" MINIMUM of ; < Ir f. or �a O_ 44 EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT N Q WOOD FRAME (L.G. STL. d Q WHEN APPL I GABLE) EXISTING TO REMAIN p 3 NEW FOUNDATION WALL ., „�. 3- y2 W co NEW WOOD FRAME (L.G. W 5TL. WHEN APPLICABLE) 25'-Tl 14'-0" 24'-0" J M NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 1 N WOOD FRAME (L.G. 5TL. POST FOR 4" WALLSLO WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL O = b') POST FOR 6" W ,�ALLS), U.O.N. 2 _ O NEW 2-HR FIRE RATED ® ® - 'L cl� �.. WOOD FRAME (L.G. 5TL. -4 p C Z O WHEN APPLICABLE) DECK 0 � 0- (a I b0 5.F. N 8'-10" 3 6: O O (.0 FLOOR PLAN NOTES E E-I 4 8Qx8Q SLDR � � ate-+ V) O cu DOOR NOTE: - - - J ® L - - 2¢x8Q r- O I. INSTALL NEW INTERIOR DOORS WHEN CALLED r [mH J PAN. OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). I m 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 12'-roll OUT ON PLANS BY 'THER.MATRU' (OR EQUAL). 5.DOOR TYPE TO SELECT It 4.INSTALL AS PER MANU SPEC.'s O w KITCHEN m �- 5.PROVIDE (2) 2"x8" HDR., U.O.N. N 223.5 S.F. 4.5EE PAGE 6-005 FOR ALL OTHER FRAMING 00 QQ gy■ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4_by2 C 3 4y2:: � � � T STAIR $ RAILING NOTE:_ I O ISLAND I. ALL NEW STAIRS SHALT_ HAVE MAX.'1-5/4" RI _ (1 to 4 MIN. 10" Tr - RISERS SHALL BE CLOSED - - - - - - m O U V ' - 2. 42" HIGH GUARDRAIL d: SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; ui W 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE 5. GRIPPABLE RAIL AS PER CODE in ® WOOD FRAME STAIR: I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. C 2.RAILINGS SHALL BE WOOD OR PVC. G- � SMOKE DETECTOR / CC) DETECTOR NOTES: 4 I 3Qx5Q O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT - SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DININ6 HARD WIRED TO EACH OTHER H/BATTERY BACKUP. ROOM I SREAT ROOM 2Qx8Q 1 2.INSTALL ALL AS PER MANU. SPEC.'S I412.4 S.F. gg6,5 S.F. I �" ►� W 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE Q u) � O OWINDOW NOTE: I 0 4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN I ' 400 5ERIF-5 CASEMENT, DOU5LEHUN6, OR GLIDING `Q 2 x8Q (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOT= #q IN "GLASS WINDOWS (3) T * i.q E Q AND DOORS" ON PAGE 6-002 IF CASEMENT ( I (2) Tr t 10 P tt 0 WINDOWS - ALL GSMNT INNDW5 SHALL HAVE - 2 STRAIGHT ARM HINGE WHEN O I 2 GAR 6ARA6E GL4'-Z�Y2" 13'-4" 14'-I" 5'-10" ' " < 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE 517.4 5.F. N TILT WASH G- 4 5.ALL GLAZING WITHIN 15" OF FF TO BE TEMP.GL. - - - - 2Q.x8Q V 4.SEE PAGE 6-005 FOR I=RAMING ELEMENTS AROUND 4 50" V. O WINDOWS (TYP. FOR ALL.) U.O.N. a 10 NEW (I RI a '1. 5" 26x8Q I n 1 14 RI ® '7. N I 0 EGRESS NOTE: SM/GO m I UP (6) r t O' (13 Tr a 10' I 1 4L. IN COMPLIANCE WITH NEW YORK STATE BUILDING A-1-1 GORE, SECTION R510.2.1;THE FOLLOWING MEANS OF �- _ 6ATH WVROOM/ 2Qx8Q Vx8' OVERHEAD EORE55 SHALL BE FOLLOb,gED: ENTRY DOOR 211.2 S.F. 2. NET CLEAR OPENINO........... 5.'1 S.F. r; NET CLEAR HEIGHT............... 24" MINIMUM 2-�2 2-�2 I iq Y NET CLEAR WIDTH................. 20" MINIMUM 4 A B i I q r - - - - - - - - 7 r- - - - - - - - - - �0 W �-x NEW LAUNDRY ROOM: 4 II oI. NEW WASH /DRY HOOK UP I O 2.COORDINAT'E LAUND. ROOM 4 DOOR DIM.'s H/ SIZE OF EQUIP. I V-O" 5.PROVIDE HOOK UPS AS R.EO'S PER MANU. -- m GAS OPEN DEN I / \ I / \ 4 m DRYER EXHAUST NOTE: Q i0 FIREPLACE 322.q S.F. 4-bs/2" I�--4'-by" I // \\ I I / / \ \ I O I. DUCT SHALL TERMINATE TO EXTERIOR I 2 I 1 N 2.DUCT SHALL TERMINATE MIN. 4'-0' FROM ANY OPENIN65 / \ I / \ D - Z 5.DUCT 51ZE AS PER MANU. 4.DUCT SHALL BE EOUIPPE V H/A BACKDRAFT DAMPER B I `� in N OZ S. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN `0 F- CONSTRJGTION. FLEXIBLE TRAN5ITION DUCTS USED TO A-301 FA-5011 `Z CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM A - I A g p SHALL BE LIMITED TO S NGLE LENGTHS, NOT TO m 4 5%MAX SLOPED CONCRETE APRON 6 2 Lu EXCEED 6 FEET AND SHALL BE LISTED AND LABELED (V --- --- A� A --- --- - O IN ACCORDANCE WITH Ul_ 2155A. COVERED PORCH c� b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID I iq S.F, fV METAL H/ SMOOTH INTERIOR SURFACES WITH JOINTS 4 A 4 A I - � t l RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4-O -5-6 5-by2 �M 5-b A DUGT5 SHALL NOT BE CONNECTED WITH SHEET-METAL 0 SCREWS - N '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 0 LOCATION TO THE WALL OR ROOF TERMINATION. THE ' ui N MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ~ � FEET FOR EACH 45" BEND AND 5 FEET FOR EACH QO° r O BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 4'-3" 6'-O" * 4'-4" 13- PROJECT: NOT INCLUDE THE TRANSITION DUCT. OELECTRICAL METER: x NORTH FORK NEW ELEC. METER AS PER NYE, MEGH. CODE, 4 UTILITY CO. STANDARDS 3 2 4 ESTATES - LOT 1 ELEGTRIGAL PANEL: 5'-3y2" �� O NEW ELECTRICAL PANEL LOCATION;ALL d 0 INSTALLATION AS PER NYE, ELECTRICAL CODE "i3'-3y2' NEW ATTIC ACCESS - PULL DOWN STAIR: O I. MIN. 550 # CAPACITY 2.SIZE TO FIT MECH. EQUIP. THROUGH FROFOSE17 F I RST FLOOR FLAN T CUTC GRIPPIN IFFING STREET OPENING (MIN. 22"x5o') 935 5.1 HR FIRE RATED 4.INSTALL AS PER MANU. SPEG.'s FRAMING WHEN NEW OPENING 1 �445.ci S.F. HAE31 TAE3LE SFAGE; 2�025.55.F. CR055 AREA SCALE: I/4" = I'-o" 5. INSTALL DRAWING TITLE: 6. GO SULT .O. FOR PREG SE OG T O OF ACCESS ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "6-005" FOR NAILING 4 5TRAPPIN5 DETAILS. ONEW EXHAUST FAN AS PER NYS MECH. PROPOSED FLOOR PLAN q CODE; INSTALL AS PER MANU. SPECS "SEE DOOR SCHEDULE FOR ALL 5LA55 DOORS FROM SAME MANUFACTURER** WINDOW CHART EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENING WIDTH REO'D: 20" TEMPERED PAGE: HEIGHT REO'D:24" ID WTH HEIGHT , WIDTH HEIGHT OPEN REOV: 5.1 S.F. A (6) DOUBLE-HUNG 244DH2560 2'-8" 6'-0" 2'-1 ill 5'-11 1" (1 WINDOW) A-102m0l B (2) 7TDOUBLE-HUNG F244DH2060 2'-01, 6'-O" 1'-II G (10) DOUBLE-HUNG 244DH5046 �75 '-O" 4'-roll 2'-11 ill 4'-5 ill (I WINDOW) DATE: 02/20/25 6 OF 17 GI (8) TRANSOM 244FX5016 3'-O" 1'-roll 2'-11 ill I'- 5 ill D (2) DOUBLE-HUNG F244DH5050 =�-a-AV-V 2'-II 4'-II- t E (3) ::1 DOUBLE-HUNG 244DH1830 I'-8" 3'-O" 1'-'7 �" 2'-11 �" }� �� El (5) TRANSOM 244FXI&O I'-8" 1'-0" 1'-'1 II ill c en y F (4) DOUBLE-HUNG 244DH504q 5'-O" 4'-9" 2'-II 4'-8 G (6) DOUBLE-HUNG 244DH2856 2-8 5-6 11 2-'1 ill 5-5 ill IF F `' +' l �, i. > t: H (1) PICTURE 244FX4040 4'-O" 4'-O" 3'-II 5'-11IF �F (I WINDOW) �.A� as-40'5 � ;rx I I... 1 ("I) DOUBLE-HUNG 244PH5056 3 O 5 6 X, 2 II 5 5 J F (I WINDOW) "��QF-1 s J (1) SLIDEAz R NLOP5050J 8'-O" 8'-0" "1'-II A '7'-11 " I =F K (6) HOPPER �J 2'-O" 1'-6" 2'-O" 1'-roll IL ELEVATION NOTE5 rZ ONEW ROOFING: I. SEE NOTE ® 5ECTION 0 2. ROOFING TO MATCH EXIST. COLOR 4 STYLE 5Y 'GAF' Lu (OR EQUAL) (MIN 50 YR. WARRANTY) I J co NEW SIDING O2 PROPOSE VERTICAL BOARD 4 BATTEN 5IDING; SEE NOTE 0 SECTION a - - -- ONEW 51MING PROP05ED FIBER CEMENT LAP SIDING•SEE NOTE ® -- - _ - _ — — — --- - O O SECTION NEW WINDOWS) '4 2 O AS PER PLAN Q C Z O 5 N NEW W 12 WOOD FRAME STAIR - _ - _ 12- - - _ _ _c 0 't�,, Cfl _ a�_, cu NEW DRYER VENT: - - - - - 2 / \ 2 0 Ln OSEE NOTE ® PLAN - - -- - -. - -- "=�=/ NEW ELECTRIC METER; INSTALL ? PER UTILITY GO. STANDARDS 10, ONEW A/G COND. ON NEW CONIC,. SLAB, SEE PLAN - -_- -_ q NOTE. to NEW HOSE BIB F - _ 4-1 m m - - � 1 iv v (a) 0 0 0 0 0 0 PTF Ll q� 5 SOUTHV4EST ELEVATION (FRONT) 50ALE: 1/4" = I'-a" U W O d' LL O W N to Z RIDGE HEIGHT Z ------------------------ N O ELEV. +51.5' Z v ilu Lo cv Lu _ =s - a,. -^—_ __ -T- -- - -----_-- -- -- - - -- - a — __--�- PROJECT:- _- = - NORTH FORK _ � - -- - --- - - ----- --- - ESTATES LOT 1 - --- 4 I GRIPPING STREET DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "6-005" FOR NAILING 4 STRAPPING DETAILS. PROPOSED EXTERIOR ELEVATIONS *"SEE DOOR F SCHEDULE FOR ALL CLASS DOORS FROM SAME MANUFACTURER* SECOND FLOOR ELEV. FL ------ WINDOW CHART EGRESS 5ECON17I FLOOR ROUGH OPENING WINDOW CLEAR (ABOVE 6ARAISE)DIMENSION OPENING ELEV. +q.2' TAG TYPE MODEL # WIDTH REO'D: 20" TEMPERED PAGE: WIDTH IF HEIGHT WIDTH HEIGHT HEIGHT REO'D:24" OPEN REO D: 51 S.F. A (6) DOUBLE-HUNG 244DH2560 2'-5" 6-0" 2'--1 �" 5'-III - (I WINDOW) __ A-201m0 .1 B (2) DOUBLE-HUNG IL 244DH2O60 2'-O" 6'-O" I'-II �" 5'-II �" O ��O O 0 _ 0 G (10) FDOUBLE-HUNG 244DH5046 3'-O" 4'-6" 2'-II 4'-5 (I WINDOW) FIRST FLOOR --_-- q o GI (5) FTRANSOM L. 244FX3016 3'-O" I'-6" 2'-II �" I'- 5 �" IF ELEV' +I'8 �` DATE: 02�20�25 8 OF 17 GARAGE SLAB—_—_� �_—_- - D (2) DOUBLE-HUNG 244DH5050 5'-O" 5'-O" 2'-I1 �" 4'-1I �" J ELEV. +0.2' Q E (5) DOUBLE-HUNG E244PH1550 I'-5" 3'-O" EI'-'i 2'-II GRADE ® FRONT r _ N�J :_ �: _ I:_.� I I : ELEV. +O.O' ANSOM 244FXI510 a' ��,7 ��^'��, i► El (5) TR [ I 5 I O : it i is i ii : F (4) DOUBLE-HUNG 244DH504q 3-O 4-q 2-I I 4-5 =(6) F DOUBLE-HUNG 244DH2556 :2-all 5'-6" 2'--r 5'-5F SOUTHEAST ELEVATION (R I O HT SCE) i E) 't C C C w H (1) PICTURE 244FX4040 4'-O" 4'-O" 5'-II 5'-II (I WINDOW) 'A r r SCALE: I/4" = I'-O" DOUBLE-HUNG L 244PH5056 3-O 5-6 2-I1 5-5 (I WINDOW) : u : u i n : n OF SLIDER NLGD5050 50 14 7' - I -II J (U L 5 0 "1 K (6) HOPPER 2'-O" 1'-6" 2'—O" 17� 6" ELEVATION NOTES ONEW ROOFING: Q I. SEE NOTE ® SECTION M 2. ROOFING TO MATCH EXIST. COLOR b STYLE BY 'CPA' LU (OR EQUAL) (MIN 50 YR. WARRANTY) 2 I LU co NEW SIDING O2 PROPOSE VERTICAL BOARD ,g BATTEN - SIDING; SEE NOTE ® SECTION NEW SIDING =- - =- ------ -- - --=- - - - -- m - - - - _ N O PROPOSED FIBER CEMENT LAP 51'DING;SEE NOTE ® __ O SECTION _, _ - _ 12- �_ - - — - - - - -- - - NEW WINDOW(5) O4 AS PER PLAN O O Z O -- f>3 _ O5 NEW WOOD FRAME STAIR \ N I -- -_- _--w� -=- -_--_- - - o o O ----- -- — — — }'' co N ONEW DRYER VENT: - - 6 SEE NOTE ® PLAN 12 I - Q O NEW ELECTRIC METER; INSTALL PER UTILITY GO. STANDARDS — 80 RESERVE --- ONEW A/C COND. ON NEW GONG. SLAB, SEE PLAN - - - q NOTE. - - to NEW HOSE BIB _ =- -- - - —_ -_- O4 TEMP. Q U •— Adw ±4 et ■ 1 1 1 U � nut, W O � Q LTMI 4 GLL-11 5 F.F. NORTHEAST ELEVATION (REAR) 50ALE: 1/4" = P-O" Y U W 0 O 3 U. O W N N Z Z O RIDGE HEIGHT I w -—-—-—-—-—-—-—-—-—-—-—-— O ELEV. +51.5' ;'\ 2 I O cc - - ------ Lo -- - N - 0 O PROJECT: NORTH FORK ESTATES - LOT 1 -- - - GRIFFING STREET r 5 CUTCHOGUE, NY 11935 3 4 M DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 51FEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. - - _- _ PROPOSED EXTERIOR ELEVATIONS **5EE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER** WINDOW CHART SECOND FLOOR FF EGRESS E --------------ELEV. +12.2' ROU6H OPENING WINDOW PIMEN51ON CLEAR TAG TYPE MODEL # OPENING 11 TEMPERED WIDTH REO D: 20 SECOND FLOOR PAGE: WIDTH HEIGHT WIDTH HE16HT HEIGHT REOV:24 (ABOVE OARAISE) OPEN REQ'D: 5.1 S.F. 11 ELEV. +1.2 A (6) DOUBLE-HUNG C244PH2560 2'-5" 6'-O" 2'-7 5'-II (I WINDOW) A—`20 2 0 1 B (2) FDOUBLE-HUNO L244DH2O60 2'-0" B B C 00) DOUBLE-HUNG L 244DH5046 3'-D" 4'-6" 2'-11 �" 4'-5 (I WINDOW) r- 4 C 4 G 4 4 DATE: 02/20/25 9 OF 17 GI (5) TRANSOM E 244FX5016 L 5'-O" 1=v_(o" 2'-11 I'- 5 " FIRST FLOOR 5 D (2) DOUBLE-HUNG E244�H5050 5'-O" 5'-O" 2'-II 4'-II —�` �5 toIo" MIN" 5 E (5) DOUBLE-HUNG 244DH1850 I'-8" 3'-O" I'-7 2'-II - GARAGE SLAB_--_� �_ _- F.F. - ELEV. +0.2 , / F?b,, EI (5) TRANSOM 244FX1810 I'-811 11_OII II_7II 11II c �- "� • �. C GRADE ®FRONT �- -- �...,.: : . . 1 1 II 11 11 ELEV. +0.0 F (4) DOUBLE-HUNG 244DH504q 3 O11 4 q 2I 11 4'-5 I_5 L in G G (6) DOUBLE-HUNG E 244DH2856 2'-8" 5'-6" 2'-7 H (1) F FITREC244FX4040 0 4I-0II 31-11 (I WINDOW NORTHNEST ELEVATION (LEFT SCE) *7 7 1 (7) LE-HUNG C244DH5056 3'-O" 5'-6" 21-II 5'-5 (I WINDOW) SCALE- 1/4" = 1'-O" OF N DOUB J I SLIDER IF NLOP5050 51-011 8'-O" 7'-II 7'-II () L �4 K (6) ::IF- HOPPER 21-011 II-6" 21-011 1'-6" CENE AL 5 L <E`r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT d WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) w EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w_1 (B . STL. WHEN APPLICABLE) M / NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL 4-1 - N WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS -D WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O 0 O POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 0� } WOOD FRAME (L.G. STL. WHEN APPLICABLE) a0 O Z O = CV O �-j � -c 0 �� -J O -J U) Q O 57RUGTURAL PLAN NOTES OSINGLE SPAN STRUCTURAL MEMBER: 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10 AS PER NOTED DETAIL (TYP) ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY _� - - `. ABOVE INDICATED P05T5. PROVIDE SIMPSON H55.50/11.55, BA3.56/11.58, OR BA TYPICAL LEDGER BOARD ® EXT. DECK: I I I - (2) 2"x107P.T. (�2 1.5I/11.55 HANGER AT INDICATED BEAM CONNECTION (PER II I (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS BEAM WIDTH);WELD HANGER TO STEEL BEAM PER L J DROPPED BM. L 1 J 2. SECURED w/(2) 5/8 x 5 LONG H.D. GAL. LA6 I MANUFACTURER SPECIFICATIONS (SEE 201a 51MP50N BOLTS ® 16" O.G. STRONG-TIE WOOD CONSTRUCTION CONNECTORS PACES qG I 162-164 # BULLETIN "T-C-•WELDUPLFTI9". 3. INSTALL H.D. 6ALV. JOIST HANGERS BY SIMP50N (OR EQUAL) I I 4. PROVIDE FLA5HINC TUCKED UNDERNEATH SIDING E ^ ` O3 RESERVE BENT OVER TOP EDGE OF LEDGER BD. 14 12 1 11 13 1 W 5. SEE NOTED DETAIL - - - - - - - - - - - - - - - - 1 — IO 14 �. O4 RESERVE 12 BEAM POCKET (TYP) I - - - - - - - - - � - - - - � - - - - ' ' ■ -- OJOIST HANGERS (WOOD FLUSH BEAM): TYPICAL P. GONG, FOOTING 4 WALL CONSTRUCTION: I r l PROVIDE SIMPSON MIUI.51/II FACE MOUNT HANGER ® EACH 13 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD I I I v F.J. (U•O.N•) PER MANUFACTURER SPECIFICATIONS E SILL SEAL BOLTS0 ANCHOR AS PER PAC7E 0-005• P. CONG. FOUND. WALL AS PER DETAIL UPON • 13 �_ O JOIST HANGERS (WOOD FLUSH BEAM): P. GONG. FOOTING AS PER DETAIL i emu' I • PROVIDE SIMPSON MIU556/1l FACE MOUNT HANGER® EACH ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR Q F.J. N.O.N.) PER MANUFACTURER SPECIFICATIONS . B.O. FOOTING 5'-0" BELOW GRADE MIN. TYP. 5TL. COL.: I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN Q p VJ 12 O5-1/2" O.D. 5CH 40 HOT DIP 6ALV. 5TL. COL. (A5TM A125) APPLICABLE) 14 BY 51M5 STEEL (OR EQUF�L) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS 8 * I Q STOOPS (WHEN APPLICABLE) 24"x24"x12" DEEP P. GONG. PAD FOOTING • FORMA5�EI6HT OFN TO °WALL 4UNT SLAB (WHEN APPLICABLE)FIN15H STONE ON THIN T I ° I IID- a I p OAS PER DETAIL 10/A-402, — = L_ WOOD DECK FOUNDATION (50NOTUBE ONLY): 14 HOEDOWN: 4A 4"x4" P.T. PO5T UPON 12"0 P. GONG. PIER AS PER HOLDOWN 'D' AS PER PAGE 6-003 �) � N ., I 14 /'O 14 DETAIL2/A-402 I I cA � f — — — — — — — — — — — — — — — — — — —/— — — — WOOD DECK FOUNDATION (18"xl8"xl2" FTC): 15 HOLDOWN: I 1 ;�N a n BASEMENT I I 13 - - - - - - - - - - - - - - - - - - - - - - - - - - - r • • . .. .. • .• to HOLDOWN B AS PER PAGE 6-003 t f ' 9B 4 x4 P.T. POST UPON 12'� P. GONG. PIER UPON 18 x18 xl2 1 ° • � - p -ap: UNHEATED DEEP P. GONG. PAD FOOTING AS PER DETAIL 8/A-402. I I �0.1VI O UNFINISHED 1 L_ — — — — — — — — — — — 1 — — — — — — — — — — — — — — — — — — — — 1 WOOD DECK FOUNDATION (24"x24"xl2" FTC): I I h pr, T _ _ _ _ _ _ _ _ _ _SOIL BEARING CAPACITY NOTE. 4"x4" P.T. P05T UPON 12"� P. GONG. PIER UPON 24"x24"xl2" - -DEEP P. GONG. PAD FOOTING AS PER DETAIL q/A-402. 5TRUGTURAL DESIGN OF FOOTINGS ASSUMES A 501L I I)I F- 8 2 2"xe> P.T. HDRBEARING CAPACITY OF LO TONS/S.F. 1 "I L t .J L -I- -J I Ifill, HEADER POST FRAMING NOTE: I POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW NEW 2"xlO"F.J NEW 2"xlO"F.J NEW 2"xl0"F.J NEW 2"xl0"F.J STANDARD FRAMING GRAPHIC ON PACE 6-005 UNLE55 ® Ib" O.G. I ® 16" O.G. ® 12" O. uVJ J o NOTED OTHERWISE. wl } G. r (> ® I6" O.G. I 1 w wro I I ICI Xo� = o� I I� 1 I I I � I�I r p g Q p 2 GAR 1 [�x n O p 7O T �O lL _ GARAGE I I �1 N ( SLAB ON u- 1 GRADE ) O L _ J GL. , a L I -� L — � z 1 z o I ,� I I II � — — — F- (2) I.95"xll.615" 6.P. F- I.. - - _ - - - 2.OE LVL z DRP. BM_ - y I w O 14 I T I MECH. ROOM I I �n 1 153.3S.F. - - - - - 12 - — — — — — — 1 / \ I / \ H N T. w 15 DRAIN 1 •I cV �o uv SLOPE , - - - - - - - I I X - o . I I �- - - - — � 1 .°. I I I I I I i l ® II I PROJECT: 12 3 ® 1I 12 I / - - - - - - - - - �- -1I° NORTH FORK (2) 2 xl0 P.T. (2) 2 xl0 P.T. , DROPPED BM. �� DROPPED BM. _ _ _ _ _ � I - - - L _ - - - - - - - - - - - - - - - - - - - - - - - L 14 ESTATES - LOT 1 1 �) - xS�P.T. HDR �2) 2"x8 P.T. HDR (2�2 x8 P.T. HD J 1 14 < - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - p U 6Xb-IOXIO W.W.M. BETWEEN CENTER $ — � GRIFFING STREET UPPER � OF SLAB 14 15 1O 1 14 90 CUTCHOGUE, NY 11935 SECURED IN PLACE DURING POUR i (2) 2"xb" P.T. SILL PLATES DRAWING TITLE: PON SILL SEAL UPON 1 1 4" POURED GONG. a I COPPER TERMITE SHIELD SLABS 1l " (2) 2"x10" P.T. 9C PROPOSED STRUCTURAL PLAN O � I I° 5/8 � HOOKED ANCHOR BOLTS ® �I � (2) 2"xl0" P.T. DROPPED BM � � DROPPED BM. ° II 3�1" O.G. W 5" SQUARE WASHER d +r - _ _ - ' - _ - i 6 MIL POLY = °11 JJ MOI5TUR� I \ ENDNUT;ALSO SEE ANGHOR BOLT L _ J -f RETARDER \ ° a i�I d SECTION ON PAGE A-200 4" GRAVEL BASE °I PITCH GRADE CIOUPON GLEAN' ° ° ° a .1 COMPACT FILL (1) # 5 REBAR ° I ° 5 5" THK. (MIN) P. CONTINUOUS a GONG. GRADE BM. (1) #5 REBAR `1 (5,500 PSI) S-101mol ® 45" O.G. II (1) #5 BENT EBAR ® NOTE: 1hI 45" O.G. 1. REFER TO PAGE A-200 1h1 o z FOR NAILING AND DATE: 02/20/25 13 OF 17 ASPHALTIC - STRAPPING OF ALL FROPOSEI7 FOUNI�ATI ON STRUCTURAL FLAN 1 h I AMP m PROOFING COMPONENTS 9ql SCALE: 1/4" = 1'-0-1(I) #5 REBAR P• •� `� Iq1 -'CONTINUOUS �,� I t Ilk #5 REBAR 1I . '6 - J,n.,.°® ® 60" O.G. _ �, �ry e,: ;".• (2) #5 REBAR = C C4 MONOLITHIC SLAE3 DETAIL ®F_NeN: 5-101.01 50ALE: 5/4" = I'-O" i 0ENERAL 5Y�50L KEY : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT rl WOOD FRAME (L.G. 5%. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu �---{ NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J CB �- I 57L. WHEN APPLICABLE) M NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Qp,' c: (V WOOD FRAME (L.G. 5%. POST FOR 4" WALLS Lo WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O ? O POST FOR 6" WALLS), U.O.N. _ = (09 NEW 2-HR FIRE RATED -J WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) O Z O i L) N 0 O O � Lo c N cc a o � o 57RUGTURAL PLAN NOTES OSINGLE SPAN STRUCTURAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10 PE" DEEP P. GONG. CONTINUOUS FOOTING AS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY AS PER NOTED DETAIL (TYP) ABOVE INDICATED POSTS. PROVIDE 51MP50N H55.50/11.5a, BA3.56/11.55,OR BA TYPICAL LEDGER BOARD ® EXT. DECK: O2 I.81/II.88 HANGER AT INDICATED BEAM CONNECTION (PER II 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS BEAM WIDTH);WELD HANGER TO STEEL BEAM PER 2. 5ECURED w/(2) 5/8"' 0 x 5" LONG H.D. GAL. LAC MANUFACTURER SPECIFICATIONS (SEE 20lq SIMPSON BOLTS ® 16" O.G. r 1 STRON6-TIE WOOD CONSTRUCTION CONNECTORS PAGES 3. INSTALL H.D. 6ALV. JOIST HANOER8 BY 'SIMPSON' (OR 5/4" DECKING `/ • 162-164 # BULLETIN "T-G-•WELDUPLFTIq". EOUAL) n , D 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING l W O3 RESERVE BENT OVER TOP EDGE OF LEDGER BD. T 5. SEE NOTED DETAIL DECK M 60 S.F. • 4O RESERVE 12 BEAM POCKET (TYP) OJ015T HANGERS (WOOD FLUSH BEAM): TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: _ _ v PROVIDE SIMPSON MIU1.81/II FACE MOUNT HANGER ® EACH 13 (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE SHIELD 2) 2"xl0" D (3) 2"xl0" HDR F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS d SILL SEAL — — — -i l J L — — • ANCHOR BOLTS AS PER PAGE 6-003 r J _P. GO . W R D I V J J PAN. J015T HANGERS (WOOD FLUSH BEAM): Q • — • PNG. FOUND. AS PEP, UPON //1 O PROVIDE SIMPSON MIU3 56/11 FACE MOUNT HANGER 0 EACH • P. GONG. FOOTING AS PER DETAIL F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS • ASPHALTIC, MASTIC, DAMP PROOFING TO EXTERIOR 1 ( 1 • B.O. FOOTING 3'-O" BELOW GRADE MIN. �j,/ I TYP, 5TL. COL.: • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN O KITCHEN Q OBY SIM5 STEEL O.D. SCHEEL (OR EQUAL)40 HOT PIP GALV. 5TL. COL. (ASTM AI23) APPLICABLE) I 225.5 5.F. 14" 6PI qO LVL. AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / �° �° F.J. ® 12" O.c, B6" i BY 51 STOOPS (WHEN APPLICABLE) REF. • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET Qo OO O24"x24"x12" DEEP P. GONG. PAD FOOTING FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) A5 PER DETAIL 10/A-402. WOOD DECK FOUNDATION (50NOTUBE ONLY): 14 HOLDOWN: 7 2575"HDR qA 4"x4" P.T. POST UPON 12"(P P. GONG. PIER AS PER HOLDOWN D AS PER PAGE 6-003 — 5 xI,7 G.P;2 O T-vT`H Sr— DETAIL 2/A-402 WOOD DECK FOUNDATION (18"xI5"xl2" FTC): 15 HOLDOWN: qB 4"x4" P.T. P05T UPON 12"(P P. GONG. PIER UPON I5"xl8"x12" HOLDOWN 'B' AS PER PACE 6-003 DEEP P. GONG. PAD FOCTING AS PER DETAIL 5/A-402. WOOD DECK FOUNDATION (24"x24"xl2" FTC): SOIL BEARING CAPACITY NOTE: Id) (2) 1.75"xI4" O.P. 2-OF- LVL FLUSH BM. x qG 4 x4 P.T. POST UPON 12 cP P. GONG. PIER UPON 24 x24 xl2 �p STRUCTURAL DE516N OF FOOTINC75 A55UME5 A 501L cV DEEP P. GONG. PAD FOOTING AS PER DETAIL q/A-402. 2 BEARING CAPACITY OF 1.0 TON5/5.F. Q DINING tL (2) 2"x8" HDR (27 x (5) 2"x6" POST TO d) 1 ROOM I GREAT ROOM FLUSH BM. (STACKED HEADER POST FRAMING NOTE: Ig2.4 S.F. -� 556.5 S.F. " "" BENEATH P05T TO V POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW w (3) 2 x6 POST wl VALLEY ABOVE) w STANDARD FRAMING GRAPHIC ON PAGE 6-003 UNLESS -1'-0"CL6.HST. TO FLUSH BM. O p p NOTED OTHERWISE. 00 (� 14" 6PI q0 LVL �I in F.J. ® Ib"' O.G. m 14" GPI q0 LVL x 14" 617I q0 LVL x a 14" 6PI 90 LVL J F.J. ® 16" O.G. Ix t-. F.J. ® 12" O.G. F.J. ® I6"" O.G. x 0 LL 3.5"" STEEL P057 (2) 2"x41' " ( �N O m TO FLUSH BM. P05T TO r- w WRAP W/ Ix FLUSH BM. w N � I 2 GAR 6ARA6E N 1(V 0 5TIA S.F. Z ^ _ (2) I.-75""xI4" 6.P. 2.OE LVL FLUSH BM. I Z � N O * 0 1 w 7I� O P05T TO p 1 p0 "Ip feL. FLUSH BM. ( o w (2) 2 Xe .N 0 _ _ _ `. _ BATH MUDROOM/ ( ENTRY 2) 1.75"xI4"6.P. 2.OE LVL—FLUSH BM. I R, (2) 2"x4" POSTS (3) 2"x4° I (5) 2""x4" O OLo STACKED BENEATH P05T TO N POSTS ABOVE FLUSH BM. POST TO 0 I FLUSH BM. / \ I / \ I W N BENCH 0 O :i>< > v ( 2""xlO" HD // \ \ // \\ o —_ _ -_ \ \ PROJECT: OPEN DEN � s22.g S.F. Q NORTH FORK POST TO ESTATES LOT 1 FLUSH BM. (3) 2"xb" POST 1 / \ i I / \ I j STACKED I BENEATH POST TO (5) 2"'xl0"' HDR (5) 2""xl0"' HDR x V ( VALLEY ABOVE 115 I" (2) 2"x8"_HDR (2) 2_x8"_HDR (2) 2_x5"" R (2) 2""x5"" HDR (2) 2""x8"" HDR (2) 2"x6" POST T TO 5%MAX SLOPED CONCRETE APRON GRIFFING STREET COVERED PORCH ROOFTBM. --- POST TO CUTCHOGUE, NY 11935 ROOF BM. I'M S.F. 5/4" DEGKIN6 DRAWING TITLE: PROPOSED STRUCTURAL PLAN (5) 1.75"XC15" O.P. �® PAGE: S-102 m 0 1 DATE: 02/20/25 14 OF 17 PROPOSED F I R5T FLOOR STRUCTURAL FLAN 50ALE: 1/4" = I'-O" • �� `i �81 d` i K1.. �° , °