Loading...
HomeMy WebLinkAbout51104-Z of SOryo`o Town of Southold * * P.O. Box 1179 g 53095 Main Rd Courm.�' � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45857 Date: 12/19/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 720 Griffing St Cutchogue,NY 11935 Sec/Block/Lot: 102.-5-9.8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 07/14/2022 Pursuant to which Building Permit No. 51104 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 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-22-0979 12/14/2024 ELECTRICAL CERTIFICATE: 51104 12/06/2024 PLUMBERS CERTIFICATION: Chuck Sanders 11/19/2024 e th iz S gnature SUFFotKc TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE • SOUTHOLD, NY y�ol �oo�4 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#: 51104 Date: 8/21/2024 Permission is hereby granted to: Wyandanch RE Corp 1325.Locust Ave Bohemia, NY 11716 To: Final Planning Approval needed before CO construct single-family dwelling as applied for per SCHD approval. Replaces BP#48777 At premises located at: 720 Griffing St, Cutchogue f SCTM #473889 Sec/Block/Lot# 102.-5-9.8 Pursuant to application dated 7/14/2022 and approved by the Building Inspector. To expire on 2/20/2026. Fees: PERMIT RENEWAL $1,459.90 Total: $1,459.90 Building Inspector o�SUFFec TOWN OF SOUTHOLD BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE oy • o� 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#: 48300 Date: 9/16/2022 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: 720 Grilling St., Cutchogue SCTM #473889 Sec/Block/Lot# 102.-5-9.8 Pursuant to application dated 7/19/2022 and approved by the Building Inspector. To expire on 3/1712024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,544.80 CO-NEW DWELLING $50.00 Total: $2,594.80 Building Inspector SDUj�,�l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wyandanch RE Corp Address: 720 Griffing St City: Cutchogue St: NY Zip: 11935 Building Permit#: 51 104 Section: 102 Block: 5 Lot: 9.8 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 W Service ham.' Solar f�. Outdoor 1st Floor r► Pool F Spa 1711 Renovation 2nd Floor R-1,. Hot Tub 17 Generator f7 Survey Attic M Garage Battery Storage Iff] INVENTORY Service 1 ph We Heat Duplec Recpt 73 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph (-" Hot Water Gas GFCI Recpt 2 Wall Fixtures 8 Smoke Detectors 5 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 62 CO Detectors Sub Panel A/C Blower 2 Range Recpt 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, Oven, Hood, Micro, DW, W/D 150A Panel 30 Circuit/ 14 Used, 150A Panel 30 Circuit/ 16 Used Notes: House Inspector Signature: X Date: December 6, 2024 Sean Devlin Electrical Inspector sean.deviina-town.southold.ny.us 720G riffi ngStHouseElectric ° n Town Hall Annex Telephone%(03.1)765-.1802 M315 Main Road 'Fax:(631)765-9502 P.O Box 1179 Southold,NI'11971-0959 BUILDING DEPARTMENT. TOWN OF SOUTHOLD 1 CE�hRTIFICAT1!Q i .._ M_I.. :j j i Buildin Perm>:t No. T>o t9 n Oaf Owner: a It (Please print) Plumber::;,,d 1 U�� .� ��,�� . . _ .. .. ... .. .. ... ... .... .. . ...... . .... ... .. . .... (Please print) i I certify that the solder used in.the water supply system contains less than 2/10 of 1%. lead. 1 (Plumbers Signature) 1 Sworn to before me this� ; day of�..118 20 NotaryPublic, __- Zy DEC 1 7 2024 . 05193120 °°°e. �'veusseu°°®►►p°°° �oy�O�F SO(/T,��� # # TOWN OF SOUTHOLD BUILDING DEPT. °iouff 631-765-1802 INSPECTION [ ] UN DATION 1ST T [ ] 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: 4l DATE y INSPECTOR OE SOUTyolo f TOW SOUTHOLD BUILDIN4 �ycourm, ' 9�;Wd 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FE>=`Ol1NDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL e [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE C INSPECTOR d r ems, A -- OF SOUjyO� � ,�J r !�� 4 -,r all # # TOWN OF SOUTHOLD BUILDING DEPT. J cou 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 ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm '' 631-765-1802 INSPEC ON [ ] 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 VIOLATIO'N [ ] PRE C/O [ ] RENTAL REMARKS: W V/ y y Viih 04��9f 1�4 1;�q/ 9P4 i l DATE 0 Z INSPECTOR OF SO(/Th°� # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: �1 ---v 77ta �. v 4_1 IYl G� 5 . DATE �/ INSPECTOR - pF 50bTyo� Li / Q_(2, # * TOWN OF SOUTHOLD BUILDING PT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: -t s�� _� L" 4fil _d/'d Lowle s / e y DATE INSPECTOR pE SOUTyo� # * TOWN OF-SOUTHOLD BUILDING DEPT. °y�ou�m 631-765-1802 INSPECTION [ ]" FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IUSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL IV [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] ';FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]- RENTAL REMARKS: 1 f h i � � 4 cm wM � ' rtf) Vln/ �i L19JA 1 tea✓ C .. . _ . DATE - INSPECTOR pP 50UTy0� F I V ( 2� �(,� � # OWN OSOUTHOLD BUILDING DEPT. G Q 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: LA 4n V 114 LCZa 11c DATE INSPECTOR OF SOUTyolo HE � c(v # F LD. BUILDING. DEP . TOWN O SOUTHOT o Hr+N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION ?ND. [ ] 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: oL DATE INSPECTOR u4or woa j wr NVI-Z c Aepol Joe j A ' r t 1 0 1 �. fq 1l .L f E3 lVjWA*, s,. , - 'r, Aw r r � 11, ON , 4 � . ,f l t r 'titt . a C� 'f 1� � HUNTER INSULATION 675 Elton Street, Riverhead, NY 11901 - (63.1)283-4120 December 12,2024 RE: 720 Griffing Street Cutchogue To Whom It May Concern, This is the certify that the above mentioned property was sprayed with no burn thermal barrier. Sinc e , Arlene Welsh Over Five Decades of Quality and Service yahoo mail Search your mail Go back to the old Yahoo Mail R Compose <— Back a 0b 0, Ei C:I Inbox FW: Griffin Street Sidewalks Starred Larry Davis Sent To me,James Rosenberg-Fri,Dec 13 at 11.45 AM Drafts 9 Cj Folders FYI. From:DeChance,Paul<pauld@southoldtownny.gov> Sent:Friday,December 13,2024 11:42 AM To:Larry Davis<Iarry@davisandprager.com> Subject:RE:Griffin Street Sidewalks Larry— Building Department is being advised to release the c/o's on lots 2&3. If there is any change in the timing or'work to be conducted—please advise me in advance. Thanks, Paul From:Larry Davis<Iarry a davisandp com> L_gtr_ Sent:Friday,December 13,2024 10:18 AM To:DeChance, Paul< auId(@southoldtownny.ggv> Subject:RE:Griffin Street Sidewalks r a, • .<? ,. IA �. 'tom .. - `t 'r�m: �,rt./ ;�� ► ;� �i6. _ j Arlo17 r Y � hi Ta_ 4w A .tl L LZ - (Aw ` •�_� sue-•Y, i �.,vo. P. $�,. �� �r !�•�y � 1 � - i. .A f I' AA dA a ., I fit' t' . 7 "'re �y J✓ IfA. y - j wa,+ ''Z +-•' .{_ 1. 015 • �". w ,# +u � �F Irk• ".,,,q ' ,•. �' � - •� "�' ,ems ,z, ..' r Y_. ;-� W o '" � -- v .. � 'tip,• t .y••• ? �i f:� �•, � ". rM1 ..�? � �'�'' „ ♦ Y [. Est G. - b 0 14-o y, IN Aw— fly i Y a ♦F r 'r � ��#wc.���t '�" ~,� •d.,` � .✓_-: � v - er ,��' � .. c��.��i^ r-�'r�k��•S��R; *'bF ,. ,� _. rc ..."._+�".4" � Al MF _a Y OFFICE LOCATION: rjf SDUry MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY i*a YDwww.southoldtow-nny.gov NOV PLANNING BOARD OFFICE "A TOWN OF SOUTHOLD December 13, 2024 DEC 1 3 2024 m " c. James Rosenberg Wyandanch Real Estate Corporation vr' 1325 Locust Avenue Bohemia,NY 11716 Re: Griffing Street Revegetation Progress Report—Lot 2 Completed �P'51 k DA SCTM#1000-102--5-9-8 & 9.9 560 & 720 Griffing Street, Cutchogue Dear Mr. Rosenberg: This letter is to notify you of the results of the site inspection of 560 and 720 Griffing Street. On November 22,2024, the Planning Board reviewed the final inspections of the properties referenced above for compliance with the approved revegetation plan. The Board has found that the subject properties, SCTM#1000-102.-5-9.8 & 9.9, also known as Lots 2 &3 of the Win. Baxter Standard Subdivision, are now in compliance with the revegetation 1!an-.If all other p����� requirements of the Building Department have been met,they can issue the certificates of occupancy for these two lots. For Lot 1 (SCTM#1000-102.-5-9.7) at 860 Griffing Street,the repair of the sidewalks damaged during construction of the homes remains an issue that must be rectified before a certificate of occupancy is granted. This issue is being handled through our Town Attorney's office together with the Town Engineer and Town Highway Superintendent and your attorney. Please feel free to contact the Planning Board office with any questions. Sincerely, Heather Lanza,AICP Town Planning Director cc: Michael J.Verity, Chief Building Inspector John Jarski, Deputy Chief Building Inspector Benjamin Johnson,Assistant Town Attorney LS Home Energy Rating Certificate Rating Date: 2024-10-27 jj ' FinalDEC 1 7 Report Registry 392028624 2024 Ekotrope ID: V8G7yGDd HERS' IndexScore: Annual SavingsHome: Your home's HERS score is a relative 1 Griffing Street performance score.The lower the number, Cutchogue, NY 11935 energythe more efficient 56learn 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 NMI annual cost criteria.of the following: Heating 85.1 $625 2020 New York ECCC- Cooling' 2.4 $156 20181riternational Energy Conservation-Code Hot Water 15:2 $76 Lights/Appliances '35.5 $2,039 Service Charges $204 Generation (e.g.Solar) 00 $0 Total: 138.2 $3,106. IndexHome Feature Summary: Rating Completed by: 4&. w•a�e�8y 'Home Type.- Single family detached so Model: N/A Energy Rater:'Michael Catalano 'Hining 140 Community: N/A RESNET ID:0210214- Homes 130 Conditioned Floor Area: 5;668 fe Rating Company Green Guru LLC Number of Bedrooms: 4 1.2 Arbutus Court Ito Reference Primary Heating System: Furnace•Natural Gas•96 AFUE 631-398-6906 Home 100 Primary Cooling Systerri: Air Conditioner•Electric:.14.5 SEER l• ea Residential Water Heater•Natural Gas•'0.65 Energy Rating Provider: RATERusa Primary Water Heating:, Factor PO BOX 1280' 20 6o HouseTightness: .1800 CFM50(2.20 ACH50) 8SS-273.-7872 w•a�wr,`4 so Ventilation: 100 CFM•60 Watts•ERV £ ' ao This Home Duct Leakage.to Outside: Untested Forced.Air `at�rn:a�vj5°i f 1 jO Above Grade Walls: R-19 20 Ceiling: Vaulted Roof,R-42 `'`°"•"°� zero Energy 16 windovuType: U-Value:0.3,SHGC 0.32 Home. ° Foundation Walls: R-1.1 Michael Catalano,Certified Energy Rater r•uEnew cmuu�s�cT 1 Framed Floor: R-30 Digitally Signed:11/14/24,at 2:18 PM Ekotrope•• • • ib ekotrope The EnergyRating Disclosure for • .• from the •s • • Rating Provider reportThis does notconstituteor guarantee- IECC 2018 Performance'Compliance Property Organization Inspection Status 720 Griffing Street Green Guru-LLC 2024-10-27 Cutchogue,NY'11935 Michael Catalano Rater lD(RTIN):021021.4 RESNET Registered 02.10214.723:720GriffingStreet11935 Builder (Confirmed) Robert Fischer Annual Energy Cost Design IECC 2018 Performance As Designed Heating $1;705 $1,504 Cooling $261 $243 Water.Heating $281 $281 Mechanical Ventilation $52 $93 Sui6f4a_ Usedtodeterminecompliance � �_ - $2;299 _ . _ Lights&Appliances Wout Ventilation $11525 $1,525 Onsite.,generation. $0 ..$0 R4053 Source Energy Exception:The proposed home uses 13.1 MBtu LESS-source energy than the reference home. Requirements -------- —,me proposed hou"e e-ts the tCCC2o18 Performance refeien--energy bill.requlrement l R4053- Redo-mance-based compliance passes by 8l% j yg�g 131 MBtu .. ._ - __.. rive$ .___c ®, R4024.1.2 Air LeakageTesbng - Air sealing is 210 ACH at 50 Pa.It must not exceed 3 00 ACi-1 atSO Pa., area weighted averagefenestratton SHGC rs 032The maximum allowed value is jNo ! R4025 Area-weightedaverage fenestration SHGC ^® R4025 Area-weighted aveiagefenestration U-Factor R404_1 Ltghting_Equipment. R403.6.1' — Mechanical Ventilation Efficacy. R40333. DuctTesting Mandatory Checklist Mandatory code requirementsthatarenotchecked 2618 IECC Mandatory checklist must be checked ascomplete. — by Ekotrope.mustbe met I IRCMI50543 Mecharncalyentilationhate 1405.2 Duct Insulation All ducts outside.the thermal envelope must be insulated.to at least R6.0. !Design exceeds regluirements for IECC 2018 Performance compliance'by 8.10/6.. As a 3rd part I"eiitenslon'of ttie code lurisdictiori utillArig these repods I certify that this energy code compliance document has beencreated in accordance with the requirements.of chapter 4 of the.sdopted International Energy Conservation Code Based on SUFFOLI(county.If rating is Projected,I certify that the,building design described herein is consistent with the.buildmg 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 that the mandatory provisions ofthe IECC have been installedao;meet or exceed the intent ofthe IECC or will be verified as such by another party.. Name: Michael Catalano Signature:. C � Organization: Green Guru LLC Digitally signed:.- 11/14/24 at 2:18.13M Ekotrope RATER'-Version 4.0.13519 IECC2018 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrop6RATER is a RESNEf Accredited HERS Rating TooL All results are based on data entered by Ekotrope users. Ekotrope disclaims all liabilityfor the information shown on this report 1 720 Griffing Street Cutchogue, NY 11935 Builder.:Robert Fischer i THIS HOME IS CERTIFIED TO MEET THE 2018 INTERNATIONAL • • CODE Building Features I Ceiling Vaulted Roof,R742 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-19 Duct Leakage to Outside Untested Forced Air(Exempt) ; Foundation Walls R-11 Total Dud Leakage Untested(Exempt) I Framed Floor R-30 Heating -Furnace•Natural Gas•96 AFUE j 51ab R-0.0 Perimeter,R-0.0 Under. Cooling Air Conditioner-Electric-14 5 SEER Infiltration 1800 CFM50(2:20 ACH50) Water Heating Residential Water Heater•Natural Gas.0.65 Energy Factor Window U-Value:03,SHGC:0.32 k i As a 3rd party extension of the code jurisdiction utilizing these reports,I certifythat this energy code compliance.document has been created in accordance with the requirements of Chapter4'of.the adopted international Energy.Conseivation Code;based on SUFF&k County.If rating is Projected,I certify that the building design described herein is consistentwith the boiltling.plar>s,specifications, 1 and other calculations submitted withthe permit application.If rating is Confirmed,I certify that 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 as such by another party. i Name: Michael Catalano Signature: r �GyNG.P,Y,��i7 Organization: Green Guru LLC Digitally signed: 11/14h4 at 2:18 PM Ekotrope RATER-Version 4.0.13519 2618IECC compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS RatingTool.All results are based on data entered by.Ekotrope users. d Ekotrope disclaims all liabilityforthe information shown on this report V JILr �f New York.ECCC 2020-Performance Compliance Property Organization Inspection5tatt s 720 Griffing Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater 1DIRTIN):0210214 RESNET Registered 0210214.223:720Griffing5treet11935 Builder (Confirmed) Robert Fischer Annual'Energy Cost Design NewYork:ECCC 2020:Performance As Designed Heating $1,125 $1,504 Cooling $262 $.243 Water Heating $281 $281 Mechanical Ventilation $52 $93 SUbTOtal-:Usedto determine compliance,_ _ _ _ _ _ _ . _5.2319 _ _ _ v $2 120 Lights&Appliances w/out Ventilation 51,525. $1,525 onsite.generation„_— .$0, $0 Total - - ------•----�g_____ __ __.__— $3: _,_a_._-- _-- _ -- _ -- _ S3,b44 R4053 Source Energy Exception:The proposed home uses 14.6.MBtu LESS-source energy than the reference home. Requirements ® R4053 Performance-based`compliance passes by.8.9% The proposed house-meets the Newyork ECCC2020 Performance reference energy bill. � .__. ,- __:, requRementby Bt9j _ R402.4:1.2 Air Leakage Testing Au sealing is 2.20 ACH atsO.Pa.It must not exceed 3 00 ACH'at so Pa Area wei hted avers a fenestration SHGC rs 032 The maximum allowed value [No R4025 Areawerghtedaveragefenes"VgnSHGC 9 9 R4025 Areaweighted.aveiage fenestration U-Factor: - ( Ughting Equipment �. R403.6.1---- -Mechanical Ventilation Efficacy ®�R403331 DuctTesdrg ® Mandatory Checklist Mandatory code'requirements that are notdhecked Y NewYork 2020 Mandatory Requirements must be checked as complete. by Ekotrope must be met j ® R4036 Mechan-61Ventilation.Rate f ® -R405.2` - bud'Insulation All ducts outside the thermal envelope must be insulated to at least R6.0. Design expq s.requirements for NewYork ECCC 2020 Perfdrmanee compliance by 8 9"%. Asa 3rd party'eirtension'ofthe code jurisdiction utilizing these.repoits'I certdythatthis energy codecompliance document has beencreated in accordance with the requirements of Chaptei4 of the adopted International Energy Conservation Code based on 5UFF6LK'County.If rating 9 Projecl ed-I certify that the building design described herein is consistent with the-building plans, specifications,and othercalculations submitted with the permit application.if rating istonfimredl certify that the address referenced above has been inspectedhested and thatthe mandatory provisions ofthe IECC have:been installed to meet or dkeed the intent ofthe IECC or will be verified as such by another party. Name: Michael Catalano Signature. "aee CdA Organization: . Green Guru LLC Digitally signed:, 11/14/24 at 2:18 PNl Ekotrope RATER Version 4.0.1:351.9 NewYork ECCC2020 Performance compliance results'calculated using Ekotrope RAAksenergyand codecompliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNETAccredited HERS Rating Tool:All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for information shown an this report LjffL 720 GriffiftIg Street Cutchogue, NY 11935 s Builder.:Robert Fischer { THIS HOME iS CERTIFIED TO MEET THE NEWYORK2020 ENERGY ti i Building Features Ceiling Vaulted Roof,R-42 Duct Supply R-8.0,•Return R-8A i Above Grade Walls R-19 Duct Leakage to Outside Untested Forced Air(Exempt) �. t Foundation Walls R-11. Total Dud Leakage Untested,(Exempt) Framed Floor R 30 Heating Furnace Natural Gas•06 AFUE fi i P E Slab 11-0.0 Perimeter,R-0.0 Under Cooling Air Conditioner,Electric a 145 SEER Infiltration 1800 CFM50:(220 ACH50) Water Heating Residential Water Heater•Natural Gas•0.65 Energy s. Factor f1=Values 03,5HGC:0.32 Window i 1 f i' As a3rd party extension of the code jurisdiction utilising these reports l certify thatthis energy code compliancedocument has been`created in:accordance with the requirerrents:of Chapter 4 of the adopted.inteinationaf EneV.Cons"tion Code-based'on"SUFFOLK County.if rating is Projected,i cer*that the buiiding design described herein is cansrstetit 16vith the building plans.spedfications, and other calculations submitted with.the_permit application.lf rating is:Confirmed;t 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 ofthe IECC or wilt be verified as such byanother party.. Name: Michael Catalano 5gnature: uce� � r Organization:. Green Guru.LLC Digitallysigned: 11A4f24 at2:1'8 PM s Ekotrope RATER-Version 4 0.13519 New York ECCC 2020 Certificate compl lance results calculated using Ekotrope RATER senergy and code compliance algorithm,.induding appropriate amendments. E { Ekotrope RATER is a RESNETAccredited HERS Rating Tool All results are based'on data entered by Ekotrope users. . Ekotrope disclaims all liability,forthe information shown on this:report. Ener9Y. .�Coded Inspection.Checklist Property Organization Inspection Status 7.20'Griffing-Street Green Guru LLC 2024-1-0-27 Cutchogue,NY 11935 Michael-Catalano Rater ID.(RTIM:0210214 RESNET Registered' 021021'4.223:72OGriffingStreet11:935 Builder.. (Confirmed) Robert Fischer General Building Information Conditioned Area(sq'ft) 5,668 Conditioned Volume(cubic ft) : 49,144- Insulate0hell Are' NO ft) 9,200 The building'energy model in-Ekotrope reflects-the-building assemblies.and energy features listed below:Sometimes energyfeatures will change in the.held from what.has been modeled.::The inspection process should identify any changes andensure that the home continues to rneet'the-applicafle energy code. Slab Name:Slab(1.,146 sfi,f355ft:exterior perimeter) R-0 perimeter.insulation,R-0 underslab:insulation. Framed Floor Names Second:Floor(326 sf.)• R-O contmuous insulation,R-30.cavity_insulation Insulation Grade:l Foundation Wall Name:FDIN(Exterior Perimeter,[ft]s 1,94,Height Above Grade[ftl:.1,Depth Below.Grade[111:7) R=0 continuous insulation,11-14 cavity insulation insulation Grade:l Fully insulated(top to bottom) Names FDWWdeddc Perimeter[ftw20,-Height Above.Grade.[ft]:1,:Depth'Below Grade[ft]:7) R=O.continuous,insulation,R-11 cavity insulation Insulation Grades l Fully insulated;(top to bottom) Above-Grade Wall Name:Walls(3,12051 . R=O continuous insulation,R-1:9.cavity insulation Insulation Grade:.l 1 . Energy.Co:de.lnspection'Checklist Property Organization Inspection Status 720 Griffing Street Green Guru LLC 2024-10-27 Cutchogue;NY 11935 Michael Catalano. Rater ID.(RTIN):0210214 RESNET Registered 0210214.223.7200riffingStreet11935 Builder, (Confirmed) Robert Fischer Name:Walls to Garage(182 s.f.,) R-0 continuous.insulation,R-1.9 cavity insula_tion Insulation Grade:I Rim Joist. Name:Rim to garage(20 s.f.) R:20.00 E3 Name:Rim(194 sf.) M 20.00 Ceiling:/Roof Name:Ceiling (2,500 s.f) R-0 continuous insulation,11-42 cavity insulation. Insulation Grade:I Opaque Door Name:Front Door(24 s.f.) R:2.80 Name:Garage Door(24 51.) R:4.40 El Name:Double Slider(34 s.f.), R:2.80 Name:Basement Door(34 s.f.). R:2.80 Glazing Name:W1:(19.4 s.Q, .U:.630'6,. SHGC:032, Orientation:SOUTH 2 Name:W1 (19:4 sf.), U:0300, SHGC:032, Orientation:SOUTH Energy Code Inspection Cheeklist Property Organization Inspection Status 720 Grilling Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered - 021:0214.223.720Grifflng5treet11935 Builder (Confirmed) Robert Fischer Name:W2(7.5.s f), U;0.300, SHGC:0.32, Orientation:SOUTH Name:W1 (19.4 s.f.), U:0.300, SHGC:0.32, Orientation:-SOUTH Name:W1(19.4 s.Q, U:0300, SHGC:Q.32; Orientation:SOUTH Name:W1 (19.4's f.), U:030Q SHGC:0.32,- Orientation:SOUTH Name:W1 (19.4 s f.), U:0.300, SHGC:D.32, Orientation:SOUTH Name:W7 (19.4-sf.), U:0.300; SHGC:0.32, Orientation:SOUTH Name;MOM s.f.), U.-'0.300, SHGC:0.32; Orientation:SOUTH Name:W1 (19.4 s.f.), U:0.300, SHGC:-0.32, Orientation:SOUTH Name:Front Door(29.5 s.f.-), U:0.300,- SHGC:0.32, Orientation:SOUTH Name:W3(11 s.f.), U:0.300, SHGC:0.32, Orientation:EAST Name:W3(11 s.f.), U:0.300,. SHGC:0.32, Orientation:EAST Name:W1 (19.4_s.f.), .U:0.300, 5HGC:0.32, Orientation:EAST -Name:W1 (19.4 s.f.), U 0.300, 'SHGC:0.32,_ Orientation:EAST Name:W4(9.6 s.f.), U:0.300, SHGC:0.32, Orientation:NORTH Name.W4(9.6 s f.), U:0300, SHGC:032, Orientation:NORTH Name:W1 (19.4 s f.), U:0..300, SHGC:0,32, Orientation:NORTH Name:W7 (19.4-sf.), W0300, SHGC:0.32, Orientation:NORTH 3 Energy_.Co:de.Inspection CheckiJA Property Organization .Inspection:Status 720 Griffing Street Green;Guru LLC: 2024-10-27 Cutchogue;NY.1.1935 michael'Cataiano Rater.ID;(RTIN):0210214 RESNET Registered 021-0214:223.720Griffing5treet11935 Builder (Confirmed) Robert Fischer Name:W2(75 s.f.), U 0300, SHGC:0.32, Orientation:NORTH Name:W1 (19A s.f.),. U:0300,_ 'SHGCc 0:32, Orientation:NORTH El Name:W1 (19,4 SM, U:.0300; 5HGC.*0.32.' Orientation:'NORTH Name:W1(19.4 s f),- U:0.300, SHGC:U:32, Orientation:NORTH Name:W1(19:4 s1j, U:0.300 SHGC:0.32, Orientation:NORTH Name:W1:(19A.s f.); U:0.300, SHGG:0.32, .Orientation:NORTH . Name:Rear Slider pd.,i s.f.), U:0.300; SHGC:032, Onentation:MRTH Name:VN1 (19.4 s.f.), U:0300; SHGCr0.32, Orientation:°NORTH . . Name:.W51 (15.9;s.f.); :U.0.3001 SHGC 0.32;. Orientation;'NORTH Name:W6(20:8 51),- U:0300, SHGC.0.32, Orientation:WEST Name:W1(19A-s.f.),. U:0.300, SHGG 032,. Orientation;_WEST . Name:W7 (19.4 s.f.), U.:0300, SHGC:0 32; Orientation:WEST. Name:W1(19i4 s.f.), U-0.300, SHGC:032; Orients#ion:WEST El Name:W.(I1.9 s:f.), .U:0.300; SHGC:0:32; Orientation-WEST Name:W7 01.9 s.f.),. :U:0 300,: SHGC::0.32, Orientation:WEST Name:W8.'(7.6 s.f.), U 0300, SHGC:0.32, Orientation:WEST Skylight 4 None Present Energy Code inspection Checklist Property Organization Inspection Status 720 Grilling Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater-ID(RTIN):0210214 RESNET Registered 0210214.223.720GriffingStreet11935- Builder: (Confirmed) Robert Fischer Mechanical Ventilation Mechanical ventilation system rated:for,and capable of,providing,continuous ventilation. System shall include:automatictiming controls. System type:f RV,24 hrs/day,.60 Watts Mechanical Equipment. Fuel-fired air distribution(1)-Natural Gas-100%Heating Load @ 96 AFUE Air conditioner.:Electric=100%Cooling Load @ 145 SEER El Water Heating -Natural Gas 100%Hot Water-Load•@ 0.65 Energy Factor Air.leakage Control TestRatus Blower-door tested House is air-sealed as to achieve 1,800 CFM50(2.20 ACH50)or less atfinal blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design.home is 7 ACH50. 20,1 21ECCInfiltration limit for the design.home is 3 ACH50. 2015 IECC Infiltration limit forthe design home is 3 ACH50. 2018.IECC Infiltration limit for the design horime is'3 ACH50: 2021 IECC Infiltration limit forthe design home is 5.ACH50. Duct Leakage Duct System 1 All ducts and equipment within conditioned space Untested 5 Energy.Code.Inspection Checklist. Property Organization Inspection Status 720 Griffing Street Green.Guru LLC •2024.10-27 Cutchogue,NY:1.1935 Michael Catalano Rater ID(RT1N)c 0210214 RESNET Registered 0210214.223.720GriffingStreetl1935 Builder, (Confirmed) Robertfi5cher Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test:Ductaeakage to Outdoors<=8 CFM25/100 sq' ft CFA. Rough in Test with AHU:Total Duct.Leakage<=6 CFM25/. 1.00sq ft CFA. Rough inTest 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 ftCFA. 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 CPA when all ducts- and-air handlers are within the building thermal envelope: 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing its 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 Organisation Inspection status 720 Griffin g Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater ID(MIN):0210214 RESNET Registered:(Confirmed) 0210214M.720Griffing5treet11935 Builder Robert Fischer General Building Info mation -Numberr W- rooms_ -_Y. Number Of Floors r 3 Conditioned Float Area[sq ftl.__ w_ S 668 Has ElectricVehide Ready Space_ ,- No.___ Conditioned Volume[c".IN 49,144 _------_.� ResidenceType` Single family detached Floor Number - Community --- — ---- -- �_ - -- ---- RESNETAECC2006-2018Qimatg�:one__A _4_A IECC2021 Climate Zone 4A Foundation Wall Name LibraryType Height Above Grade Depth Below Grade Perimeter Location Enclosing FDW R-1 i{tamed,Full 1 7 1194,' Exposed Exterior Conditioned Space FDW; R-11Ramed,Full 1; 7 20' Exposed Exterior Conditioned Spate Foundation Watl Library List Name Feet FromWallTopTo Feet Fr am Wall Top To Is Fully insulated Continuous.Rvalue CavityR-value Effective lnsufationR- Continuouslnsula4ion Continuouslnsulation value Top Bottom R,11 Framed Fu11 WA. WA Yes 0.00+ 1•t:00', WA v> Z],� Slab awl Name LibraryType Permeter Floor Grade CarpetR Exposed Masonry Surface Area Location Enclosing Area Slab; Uninsulated� 1355. Below Grade 1.23• 0' 1,146Afe Exposed Exterior Conditioned Space Slab Library List Name Wall Construction Slab Completely Undei8lab' Perimeter Perimeter Perimeter Thermal Break Effective R-value Type Insulatedi' hisuiation.wdth Insulation Depth Insulation RValue insulation Is Exterior Uninsulated: Wood Frame/ No 0; 0 0' Yes No 0.00 'Other, i Building Summary Property Organisation Inspection Status 720 Gri fang Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano 'Rater ID(RT1N):0210214 RESNE rRegistered,(Confirmed) 0210214.223.7206riffingStreet11935 Builder Robert Fischer med Floor Name L,ibraryType CarpetR Floor Cwade Surface Area Location r SecondFioon R30 723 Above Grade. 326.Oft�- Unconditioned;attached, garage• Framed Floor Library fist Name Effective R-value R30 Rim is Name LlbraryType Surface Area. Location Rim, R 19.0; 194.Oii=- Exposed Exterior. Rim to garage. R 19.0 no Itz Exposed Exterior. Rim Joist Lib"r, y List Name. Effective Insulation R-value R.19.0. `20.00, 1Nall Name Library7ype Surface Color SolarAbsorptance - Surface Area Location Walls RA91 Medium', - 0.75; 3.120.0fe Eicposed'Ekteflot WallstoGarage R t9 Medium; -0.75' 182.diel Unconditioned,attached garage: 2 Building Summary property Organization. Inspection Status 720.Grilling Street Green Gum LLC 20241 G-27 Cutchogue,W 11935 Michael Catalano Rater ID WIN)-0210214 REsNEr Registered(Confirmed) 0210214M.720GdfBngStreetl1935 Builder Robertfischer �ffibrary List Name Effective R-value R-19; 16.798 n; Glazing ^k - ` Name LibmryType W211FoundallanWa6 Is Operable Overhangg Overhang Ft To OvurhangFtTb Orientation. Surface Area nt Assignme A. ssignment Depth Top Bottom Front Door, WoodDl130.3X Walls, Yes 5.7 03 7.6 South 295fe Rear Slider WoodDH30.32 Walls' Yes 05 -229 30.6 North 90.1ft WI WoodDH3'0:32i Walls Yes 05` 4 9.8 South 19Afe WI, -Wood DH3032% Walls Yes 65 4 9.8 South 19Afe WI: :WoodDH3032 Walls Yes' 05 10.7 16-5 South 19Afe Wt, WoodDH30.32 Walls Yes 0.5 63 12.2 South 19.4fe t ' WC` WoodDH.30:32 Walls, Yes 05 05 63 South 19.4fe W1� Wood DH3032 Walls Yes 0.5 03 63 South 19Afe W1' ',Wood.DH30.32% Walls Yes 05 05 63 South _ 19Afe Wt. WoodDH.30.32 Wails, Yes' 05' 139 19.8 South 19Aft Wl' WoodDH.30.32' Walls Yes: 05 13.9 19.8 South 19Afe Wl' WoodDN.3032' Walls, Yes 05 15 20.8 East 19Aft W1 ;WoodDH.30.32' Walls Yes 05 15 20.8 . East 19Afe W7 WoodDH30.31 Walls Yes 0.5 12.8 18.7 North 19Aft W1 WoodDH.30.32i Wails •Yes, 05 128 18.7 North 19Afe Wt' -WoodDH3032; Wallsl Yes 05' 1231 18.7 North 19Afe Wi .WoodDH.303i Walls' Yes OS 12.8 18.7 North 19Afe Wl WoodDH3032. Walls Yes: OS 105 163 North 19Afe i W1' Woad DH.3032i Walls4 Yes' 05. 105 163 North 19Afe Wl WoodDH.3032 Walls Yes OS 105 163 North 19Afe wi. WoodDH3032 Walls Yes OS 105 16:3 North 19Aft 3 Building Summary Property Organization Inspection Status 720 Grilling Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano :Rater ID(RT1Mc 0210214 RESNET Registered,(Confirmed) 0210214.223.720GriffingStreet11935 Builder Robert Fischer Name L3braryType Wall Foundation Wall Is operable Overhang Overhang FtTo Oveihang FtTo Orientation -Surface Area Assignment Assignment Depth Top Bottom WI, Wood DH.30.32' Walls Yes. OS 0.5 6.3 West 19A fe Wt:, *Woo d DH.30.3Z WAS Yes 05 OS .63 West 19Afe W7' WoodDH30.32,' Walls Yes OS 05 63 West 19Afe W2- Wood DH.30.32' Walls' Yes 0.5 35 6A South 75 fe W2. Wood DH.30.32, Walls Yes 05 3.8 6.8 North 75 fe W3 Wood0H30.32` Walls Yes 05 5A 9 East 11.0fe W3, Wood DH.3032' Walls Yes OS 5A 9 East 11.6fe W4' WoodDH.3032' Walls. Yes 05 05 4.1 North 9.6fe wi: Wood DH.3032` Walls• Yes 0.5' OS 4.1 North 0.6ft' W5, woodDH.30.32' Walls Yes 05 OS 4.8 North 15.9ft' W6 .WbodDH.30;32 WaRs'. Yes 0.5, 05 4.8 West 20.8fe W7 WoodDH30.32' Walls Yes OS 43 8:7 West 11.9fe W7 Woad DH.30.32^ Walls Yes 05 43, 8.7 West 11.0fe WE WoodDH30:32; Walls, Yes, 0.5 103 143 West 7.6fe- GI zmg�L�brar_ylist� Name Shgc' _U�factor Wood DH3032 032! 0.300,rn Ai ghtXON7,11NMI 8 �K . y .. :...v, w None Present' { - u. `Skgllyht Llbraryst , owl None Present 4 Building Summary property Organisation. Inspection Status 720 Giiffing Street Green Guru LLC 2024-1 a27 Cutchogue,NY 11935 Michael catalairij Ratef ID{RTIN):0210214 RESNEf Registered1confirmed) 0210214.223.720Griffing5treetl1935 Builder Robert Fischer Qpaque Door Name LlbraryType WallAsslgniient 'Foundation Wall Emittance.Solar Aliso'rptance Surface Color Surface Area. Location Assignment . . Basement Door:2-1/4 Wd solid core FDW'. 0.9 0.75: Medium 34.Oft Exposed Exterior Double Slider.24/4.Wd solid core Walls 0.9' 0.75) Medium 34.0le Exposed Exterior Front Doon'21/4Wd solid cote' Walls 0.9� 0.75 Medium 24.0ft ExposedFxterior GarageDoor: Ste el-urth w/b&.% WallstoGarage, 0.9! 0.75 Medium 24.bft Uncondftloped, attached garage Opaque Door Library is 4 Name Effective R-value 2-1/4 Wdsolid core, 2.8d 5teel-urth w/brk 4A0` Roof Insulati n Name Library Attic dayor Doesthe Roof Slope. Ceiling.EaveHeight Eave Surface Solar Surface Location Type Exterior Concrete Roofhave Framing IQ Length[in.l Color Absorptance Area Area[ft'l •RoofTlles Eaves? Height[in.] Ceiling R-42i: 2,500' NO No 'NIA. WA' WA WA Medium OJ5 2,So0Afe vaulted Roof Vaulted' Roof Insulation Library ListPOP* Name Has Radiant Barrier Effective R-value RAZ Vaulted i Nok 31.733 Whole House lnfiltration � 't Infiltration MeasuremeftType Shelter.Class 1800 CFM at 50 Pa; Blower-doortesfedi 2 5 Building Summary Proper" Organization Inspection Status 720 Giiifing Street Green Guru LLC 264-10-27 Cutchogue,W 11921 Michael Catalano Rater ID UMN)0210214 RESNET Registeredl(ConfimieCo 0210214 M.720Griffing5treeti 1935 Builder Robert Fischer Mechanical Ventilation Ventilation Type VentiUdonitate'[tts/ Operational hours Fan Watts Runsonceeirery - -Eger gy tieaovery. Model Numtrer, Manufacturer Minute] perdag three hours Percent BW '. 100CfM' 24, 6dMtts: No Lighfiing %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Mderior LEDl fighting 9 Garage Fl-or escepf %Garage LED Lighting Lighting Lighting Lighting . 0 100 O. 100 0 AR, Onsite Generation None present;. Onsite Generation Library list None.Present Solar Generation None Present E7ehutnidifier None Present Dehumidifier Library List None Present 6. Building Surmmary' "erty Organization inspection status 720 Griffing'Street Green Guru LLC 2024-10-27 Cutchogue.NY 11935 Michael Catalano Ratei[D(R71N)-.0210214 RESNET Registered,(Confirmed) 0210214.223120Griffing5treetl1935 Builder Robert Fi cher Whole House Fan 'None Present Whole Ho wwl None Present k mmcmwjlm�m Con�i��ioning Equipment ��` Name t ibnryrype. serial Number Heating Percent Load Cooling Percent load Hot Water Percent load Location Air conditioner! 14:55EER Ak 4 ton- 046. 100% 0% Conditioned Space Fuel-fired air distribution 95AFU,"Furn70k: t00°b`. 045„ - 636 Conditioned space Water Heating 'Sogal.WMEFGas; 0?fi. fl%i,' 1004b conditioned Space �145EquipmentType: SEER AAC 4 ton EguipmentType ,,;_,T Air Conditioner Fuel Type flectnc Forced Air , ._..; MotorType _ PSC(Single Speed) Heat Pum S stem T Split System Cooling Efficiency 14.5 SEER Equipment'Type:50 ga1.0.55�F Gas . EguiprtlentT a ResidentialWaterHeater ` Fuel Type - _ _'Natural Gas _ DisUibutron7YPeHydronic Delnrery Hot WaterEffidency 0.65Ener _ Factor Tank•Cahacity Hot Water Capacity[kBtu/h) 42 W t _ _ Rec ery_Etfiden�Y 7 Building SSumima-ry Property organization inspection status 720 Griffing Street Green Guru LLC 2024-10-27 Cutchogue,W 11935 Michael Catalano Rater ID ornNJ-0210214 RESNEf Reg'istered;(Confinned) 02102142223J20Griffing5treet11935 Builder Robert Fischer EquipmentType:96AF IEGMEurn70k Equip- ntType.. _ __- - _ - _ _ Furnace Fuel Type, _ NaturaPGas DistributionTYPe _ _ - Forced r MotocType _ __ RSC(Single-Speed)- Y ---- - -- - Heating Efficiency__-- __—.----_---_____-- --_96 AFUE'__ Beating Capacity[kRtu/hl. 70. - - - Use defauitEAE No EAE[kWh] 607" Distribution System . Distiibu 10 ype _.._.___... _:__ _ Fareed'Air _. ,i Heating Equipment fuel-flied air dLstritiution(1) Cooling Equipment Airconditioner_ Is All Equipmentin Con_di_tianed Space Yes — Leakage Default W _—_ HERS Default leakage DuctSystem Efficiency— - 0.88 HUAC Grading HVAGGrading IdotConducted _ Ceiling Fan Has:Ceifing Fan NO -... -- -�-. Water Distribution WaterFudureType_- ®. w._ `Standard Use Default Hot Water Pipe Length No' Hot Water Pipe Length[ft] . __--� ____ 80____�n_______-_-__--_.�_ At Least R3 Pipe Insulation? Yes Hot Water Recirculation Systems __ -_ No - Drain Water Heat Recovery? ` -- No Clothes Dryee Cef-- _ _ ____ 232•. Fuel Type Natural Gas Field Utilization,_ _ �- _Moisture5ensmg� T Is Outside Conditioned-Space No� Qothes Dryer Available Yes_ Defaults Type 'Custom ' 8 Building Summary Prop" organization Inspection Status 720.Griffing Street Green Guru LLC 2024-10-27 Cutchogue,NY11935 Mkhael Catalano Rater l)(RTI19):0210214 RESNET Registered.(Confirmed). 021021 M.720Geiffing5treet71935 Builder Robert Fischer. [-Ai�n�ual othes Washer el Energy Rating '152kWti/Year. --; Gas Cost $12.00. tiic RateCa PAC dy— f 2.06 ultsType ENERGY.:STAR d type Eront loadi 1, weekutside Conditioned 5 aceP e_- __------------ •--hesWasherAvailable —__— _Yes _ Dlshwasher Dlshhe wasr DefaultsType ENERGYSTAR;Standard !, Dishwasher Size Standard Dishwasher Eff�dency�_ . 270 kWh._ Annual Gas Cost $22.23 Gas Rate $1.09LTherm _Is OutsideCondiUonedSpace No - — — D)shwasherAvailable Yes Appliances and Controls Range/Oven Fuel Natural Gas C nduonvection Oven? Yes iction Range? Yes RefrigeratorConsumpt(on __ _.�_. 691 kW h/year -- �y— Refrigerator Outside Conditioned Space? No Notes 9 Builder.Affidavit Property Organisation Inspection Status 720 Griffing Street Green Guru LLC 2024-10-27 Cutchogue;NY.11935 Michael Catalano Rater ID(RTIN):.0210214 RESNET Registered 0210214.223:720GriffingStreet11935- Builder (Confirmed) Robert Fischer Important Notice to Builder Builder affirms-in this.affidavit that all building characteristics described,in the Building Summary Report:accurately reflect this.New Home:Builder agrees•to.allow the 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.obligations to Builder or.anysubsequent owner.Builder is responsible for takingany actions necessary to protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS'Provider or Rater. HERS°Index Score:56 Builder Name-Robert Fischer Builder Signature:. Name: Michael.Catalano Signature: M""I ca&". Organization: Green Guru LLC Digitally signed: 11/14/24 at_2:18 PM Ekotrope RATER Version 4.0.13519 All results are based'on data entered by Ekotrope users.Ekotrope disclaims:all Ilability forthe information shown on:this report. Manual S Compliance Report Job: 0210214.225D.Lot3Griffing... Date: Jul 29,2022 AH-Lower Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: Lot#3 Griffing Street,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 16604 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latent gain: 400 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 17004 Btuh Indoor RH: 50% Estimated airflow: 893 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Lennox Model: ML14XC1-030-230A**+DX36B34+EL280UH045E36A*+TDR Actual airflow: 893 cfiY1 Sensible capacity: 18760 Btuh 113%of load Latent capacity: 8040 Btuh 2010%of load Total capacity: 26800 Btuh 158%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 27755 Btuh Entering coil DB: 68.0°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: 893 cfm Output capacity: 120000 Btuh 432%of load Meets all requirements ofACCA Manual S. - wrightsoft- 2022-Aug-0317:07.49 Right-SuiteO Universal 202222.0.03 RSU26941 Page l ACCA ...ogue Estates LoW3-bob\Lot3GriffingStreetrup Calc=MJ8 Front Doorfaces:N 1 Manual S Compliance Report Job: 0210214.223D.Lot2Griffing... Date: Jul 18,2022 AH-Lower %r: Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project For: LoW2-Griffing Street,Cutchogue,NY 11935 Cooling Design Conditions Outdoor design DB: 84.9°F Sensible gain: 18580 Btuh Entering coil DB: 78.2°F Outdoor design WB: 71.7'F Latent gain: 2426 Btuh Entering coil WB: 64AoF Indoor design DB: 75.0'F Total gain: 21005 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Lennox Model: ML14XC1-024-230A**+CX35-36A+ML180UH070V36A*+TDR Actual airflow: 800 cfin Sensible capacity: 16800 Btuh 90%of load Latent capacity: 7200 Btuh 297%of load Total capacity: 24000 Btuh 114%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 27625 Btuh Entering coil DB: 64.8°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: 800 cfin Output capacity: 120000 Btuh 434%of load Meets all requirements ofACCA Manual S. * wrightsoft- 2022-Aug-0216:53:39 4.-I Mnhl--h."com y Right-Suite@)Universal 202222.0.03 RSU26941 Page l AGCA ...gue Estates-lot#2-boblLot2-CutchogueEstates.rup Calc=MJ8 Front Door faces:N Manual S Compliance Report Job: 0210214.223D.Lot2Griffing Date: Jul 18,2022 AH-Upper By. Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwvvgreenguru.org Project • • For: Lot#2-Griffing Street,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 14070 Btuh Entering coil DB: 79.2°F Outdoor design WB: 71.7*F Latent gain: 2757 Btuh Entering coil WB: 65.0*F Indoor design DB: 75.0°F Total gain: 16827 Btuh Indoor RH: 50% Estimated airflow: 603 cfin Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Lennox Model: XC14-018-230A**+C(R,S)30B34+EL296UH045XV36B*+TDR Actual airflow: 603 cfm Sensible capacity: 12670 Btuh 90%of load Latent capacity: 5430 Btuh 197%of load Total capacity: 18100 Btuh 108%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 16093 Btuh Entering coil DB: 63.9°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN,INC. Model: NCB-240/130H Actual airflow: 603 ch Output capacity: 120000 Btuh 746%of load Meets all requirements ofACCA Manual S. - wrightsoft- 2022-Aug-0216:53:39 Right-SuiteO Universal 202222.0.03RSU26941 Paget ACCA ...gueEstates-loW2-boblLot2-CutchogueEstates.rup Calc=MJ8 Front Door faces:N Load Short Form Job: 0210214.223D.Lot2Griffing... Date: Jul 18,2022 Entire House By. Green Guru, LLC 12 Arbutus court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:www..greenguru.org Project • • For: LoW2-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 3(partial)11 Design TD(°F) 53 10 Pressure/AVF 4 Pa/0 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 42 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 AHRlref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm 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 Htg AVF CIgAVF (ft) (Btuh) (Btuh) (cfm) (cfm) AH-Upper 1765 13416 11357 603 603 AH-Lower 3779 24853 15832 800 800 Entire House 5544 38269 27189 1403 1403 Other equip loads 5450 2048 Equip.@ 0.90 RSM 26284 Latent cooling 1200 TOTALS 1 5544 1 43718 1 27484 1403 1403 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wr19IltSOft° 2022-Aug-02 16:53:39 ht-Suite®Universal^'�- ,• en,.w„,..,. ••,w,,. 9 Page 1 ACC& ...gue Estates-lot#2-boblLot2-CutdiogueEstates.rup Calc=MJ8 Front Door faces:N Load Short Form Job: 0210214.223D.Lot2Griffing... Date: Jul 18,2022 AH-Lower E yr Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot#2-Griffing Street,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 15 85 Method Blower door Inside db ff) 68 75 Shielding/stories 3(partial)/1 Design TD(°F) 53 10 Pressure/AVF 50 Pa/0 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 42 31 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Lennox Trade NAVIEN Trade LENNOX Model NCB-240/130H Cond ML14XC1-024-230A** AHRI ref 205400818 Coil CX35-36A+ML180UH070V36A*+TDR AHRI ref 204489827 Efficiency 95AFUE Efficiency 13.0 EER,16 SEER Heating input 130000 Btuh Sensible cooling 16800 Btuh Heating output 120000 Btuh Latent cooling 7200 Btuh Temperature rise 137 °F Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Stair 84 0 0 0 0 Basement 1781 12433 2792 400 141 Mech. 117 0 0 0 0 Bed#1 208 2367 2641 76 133 Bath#2 144 1776 1624 57 82 W.I.C.#2 104 493 143 16 7 Hall 24 0 0 0 0 Bath#3 56 829 1048 27 53 Dining Rm. 182 3 1 0 0 F.P. 8 0 0 0 0 Pantry 16 0 0 0 0 Cl.#4 16 0 0 0 0 Mudroom 80 427 133 14 7 Kitchen 513 4625 4463 149 226 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-0216:53:39 wrightsoft" Ri ht-Suite®Universal 2022 22.0.03 RSU26941 Page 2 AC'iCA ...gue Estates-lotlt2-bo"b Lott-CutchogueEstatss.rup Calc=MJ8 Front Door faces:N Foyer 346 1899 2987 61 151 Stair#2 100 0 0 0 0 AH-Lower 3779 24853 15832 800 800 Other equip loads 2772 2748 Equip.@ 0.90 RSM 16703 Latent cooling 2426 TOTALS 3779 27625 19129 800 800 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft- 2022-Pug-0216:53:39 Right-Suite(D Universal 2022 22.0.03 RSU26941 Page ACC;k gue Estates-lot#2-bob%Lot2-CutchogueEstates.rup Calc=MJB Front Door faces:N Load Short Form Job: 0210214.223D.Lot2Griffing... Date: Jul 18,2022 AH-Upper By,. Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project Information For: Lot#2-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 3(partial)/1 Design TD(°F) 53 10 Pressure/AVF 50 Pa/0 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 42 31 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Lennox Trade NAVIEN Trade LENNOX Model NCB-240/130H Cond XC14-018-230A** AHRI ref 205400818 Coil C(R,S)30B34+EL296UH045X\/36B*+TDR AHRI ref 8570232 Efficiency 95AFUE Efficiency 13.0 EER,16 SEER Heating input 130000 Btuh Sensible cooling 12670 Btuh Heating output 120000 Btuh Latent cooling 5430 Btuh Temperature rise 181 °F Total cooling 18100 Btuh Actual airflow 603 cfm Actual airflow 603 cfm Airflowfactor 0.045 cfmBtuh Airflowfactor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Laundry 42 482 850 22 45 Bed#2 204 1628 1351 73 72 Bonus Rm. 250 3135 1961 141 104 Cl.#2 30 0 0 0 0 Bed#3 227 1601 1347 72 72 W.I.C.#1 35 0 0 0 0 Bath#2 99 738 300 33 16 Cl.#3 12 0 0 0 0 Cl.#1 20 0 0 0 0 Bath#3 119 1449 1614 65 86 Bed#4 252 2004 1750 90 93 Family Rm. 358 2378 2185 107 116 Stair#1 99 0 0 0 0 Hall#1 18 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-02 16:53:39 . wrightsoft" Ri htSuite®Universa1202222.0.03RSU26941 y�+�^r ,,•.,,, w,„ 9 Page 4 rM1il�f1 ...gue Estates-lot#2-bob\Lot2-cutchogueEstates.rup Calc=MJ8 Front Door faces:N AH-Upper 1765 13416 11357 603 603 Other equip loads 2678 2713 Equip.@ 0.90 RSM 12649 Latent cooling 2757 TOTALS 1765 16093 15406 603 603 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -*- wrightsoft- 2022-Aug-0216:53:39 Right-Suite@ Universal 2022 22.0.03 RSU26941 Page ACCA ...gueEstates-loW2-boblot2-CutchogueEstates.rup Calc=MJ8 Front Door faces:N BuildingAnal Job: 0210214.223D.Lot2Griffing... Analysis Date: Jul 18,2022 Entire House By- Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project Information For: Lot#2-Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD(°F) 53 10 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grflb) 41.5 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(T) - 15 ( L ) Method Blower door Wet bulb(T) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 4 Pa/0 cfm Component Btuh/ft2 Btuh %of load Walls 3.7 20047 45.9 Ventilation Glazing 22.6 9648 22.1 Doors 20.6 1762 4.0 Floors Ceilings 2.0 4442 10.2 Floors 1.2 2369 5.4 Walls Ceilings Infiltration 0 0 0 Ducts 0 0 Piping 0 0 Doors Humidification 0 0 Ventilation 5450 12.5 Adjustments 0 Glazing Total 43718 1 100.0 Component Btuh/ft2 Btuh %of load Walls 0.6 2980 10.2 Glazing 34.5 14692 50.3 Walls Ventilation Doors 9.3 799 2.7 Ceilings 1.1 2562 8.8 Internal Gains Floors 0.0 25 0.1 Infiltration 0 0 0 Ducts 0 0 Ventilation 2048 7.0 Other Internal gains 6130 21.0 Ceilings Blower 0 0 Glazing Adjustments 0 Doors Total 1 1 292371 100.0 Latent Cooling Load=1200 Btuh Overall U-value=0.069 Btuh/ft?°F Data entries checked. !�►_ -ri vwriiqhtsoft, 2022-Pug-02 16:53:39 .►�,� .. ue Esta ot#2-bob�Lot2-Cutc Right-Suite@ Universal 2022 22.0.03 RSU26941 Page 1 g tes hogueEstates.rup Calc=MJ8 Front Door faces: N Buildin Anal sis Job: 0210214.223D.Lot2Griifing... g Y Date: Jul 18,2022 AH-Lower 1 Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project Information For: Lot#2-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(°F) 53 10 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.5 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/0 cfm Component Btuh/ft2 Btuh %of load Walls 3.8 12973 47.0 Ventilation Glazing 30.0 6138 22.2 Doors 20.6 1762 6.4 Floors Ceilings 3.7 1745 6.3 Floors 1.1 2235 8.1 Ceilings Infiltration 0 0 0 Walls Ducts 0 0 Doors Piping 0 0 Humidification 0 0 Ventilation 2772 10.0 41 Adjustments 0 Glazing Total 27625 100.0 Component Btuh/t2 Btuh %of load Walls 0.3 993 5.3 Walls Blower Glazing 40.9 8360 45.0 Ventilation Doors 9.3 799 4.3 Ceilings 3.4 1569 8.4 Floors 0 0 0 Infiltration 0 0 0 Internal Gains Ducts 0 0 Ventilation 1041 5.6 Glazing Internal gains 4110 22.1 Blower 1707 9.2 Adjustments 0 Ceilings Total 1 18580 100.0 Doors Latent Cooling Load=2426 Btuh Overall U-value=0.071 Btuh/ftz-°F Data entries checked. _ g soft- 2022-Aug-0216:53:39 ~t Right-Suites@ Universal wry .. ue Esta e b._.,.. Page 2 g Estates-lotlt2-bob\Lot2-CutchogueEstates.rup CaIc=MJB Front Door faces: N Buildin Anal $I$ Job: 0210214.223D.Lot2Griffing... g Y Date: Jul 18,2022 AH-Upper I Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot#2-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(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.5 31.1 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/0 cfm Component Btuh/ftz Btuh %of load Walls 3.6 7074 44.0 Glazing 15.8 3510 21.8 Ventilation Doors 0 0 0 Ceilings 1.5 2697 16.8 Other Floors 5.8 134 0.8 Walls Infiltration 0 0 0 Ceilings Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 2678 16.6 Adjustments 0 Glazing Total 16093 1 100.0 Component Btuh/ft2 Btuh %of load Walls 1.0 1987 14.1 Glazing 28.5 6333 45.0 Walls Blower Doors 0 0 0 Ceilings 0.6 993 7.1 Ventilation Floors 1.1 25 0.2 Infiltration 0 0 0 Ducts 0 0 Internal Gains Ventilation 1006 7.2 Internal gains 2020 14.4 Other Blower 1707 12.1 Glazing Ceilings Adjustments 0 Total 14070 100.0 Latent Cooling Load=2757 Btuh Overall U-value=0.065 Btuh/ft2-°F Data entries checked. � wrightsoft"' 2022-Aug-02 16:53:39 ........................._,,.. Right-Suite®Universal 2022 22.0.03 RSU26941 Page 3 /40:;K ...gue Estates-lot#2-bob\Lot2-CutchogueEstates.rup Calc=MJ8 Front Door faces: N ` AED Assessment Job: 0210214.223D.Lot2Griffing... Date: Jul 18,2022 Entire House J By- Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:www.greenguru.org Project For: Lot#2-Gdffing 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(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.5 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(7) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 18,00 16,00 14,00 12,00 s 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 /Houny /A-3. /AED limit Maximum hourly glazing load exceeds average by 25.3%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh -rk wrightsoft„, 2022-Pug-0216:53:39 wt M Right-Suite®Universal 2022 22.0.03 RSU26941 Pagel ACCK ...gue Estates-lot#2-bobtLot2-CutchogueEstates.rup Calc=MJ8 Front Door faces: N AED Assessment Job: 0210214.223D.Lot2Griffing... Date: Jul 18,2022 AH-Lower Ely Green Guru, LLC 12 Arbutus Court Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web.www.greenguru.org Project Information For: Lot*2-Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD(T) 53 10 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.5 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Diversity Hourly Glazing Load 11,00 10,00 9,00 8,00 m' 7,00 v s" 6,00 5,00 4,00 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day H-dy 4P Average /AED limn. Maximum hourly glazing load exceeds average by 22.7%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh wright5oft, 2022-Aug-02 16:53,39 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 2 ACCP. ..gue Estates-loW2-bob\Lot2-CutchogueEstates.rup Calc=MJ8 Front Door faces: N AED Assessment Job: 0210214.223D.Lot2Griffing... Date: Jul 18,2022 AH-Upper By. l Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:www.greenguru.org Project Infomiation For: Lot#2-Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD(T) 53 10 Latitude: 41°N Relative humidity(°/D) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.5 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Hourly Glazing Load 8,00 7,00 6,00 m 5,00 o 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 Hou,y /Average I AED limit Maximum hourly glazing load exceeds average by 29.1%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Wrl htsoft- 2022-Pug-0216:53:39 I 1—.- 9, .,,,.. „ Right-Suite®Universal 2022 22.0.03 RSU26941 Page ACAOK ...gue Estates-lot#2-bob\Lot2-CutchogueEstates.rup Calc=MJ8 Front Door faces: N N Basement �133 c�n 5" 4„ 6" 7 133 cfm 5 7 5 5" I5" � . Basement. _ _ _ 12 1 _ __ 15" Mech. L 5" ' / 400 cfm 4" 14" Stair J 6' 133 c I Job M 0210214.223D.Lot2GriffingStreet11935 Green Guru, LLC Scale: 1 :96 Performed for: Page 1 12 Arbutus Court Right-Suite®Universal 2022 Lot#2-Grilling Street Greenlawn,W 11740 22.0.03 RSU26941 Cutchogue, NY 11935 Phone:631-398-6906 2022-Aug0216:53:53 www.greenguru.org Michael@greenguru.org -#2-bob\Lot2-CutchogueEstates.rup N r First Floor ®67 cfm 16 cfrn ®82 cfm W.I.C12 Bed#1 Bath#2 67 cfm Hall 50 cfm cfrn Foyer ® 56 cfm F.P. e cfrrr r 50 cfm Stair#2 Dining Pon. ' 53crtnh#3 cfrn Kitchen 0 cfrn cfm CI.#4 Pantry Mudroom Garage B cfrn 14 cfm Job#:0210214.223D.Lot2GriffingStreet11935 Green Guru, LLC Scale: 1 :96 Performed for: Page 2 12 Arbutus Court Right Suite®Universal 2022 Lot#2-Griffing Street Greenlawn, NY 11740 22.0.03 RSU26941 Cutchogue, NY 11935 Phone:631-398-6906 2022-Aug-0216:53:53 www.greenguru.org Michael@greenguru.org #2-bob\Lot2-CutchogueEstates.rup N Second Floor i Bath#3 Bed#4 4 Cl.#1 F7ry�I � n Laundry 12 L 10" �13 Fa 1 m e 7 m, CA.#2 Bed#3 Stair#1 a. 603 cfm Bed#2 Bath#2 Hall#1 "^ W I.C.#1 73 cfr 33 fm 47 c I Bonus Rm. 47 cfm 5.. 47 c Job#: 0210214.223D.Lot2GriffingStreet11935 Green Guru, LLC Scale: 1 :96 Performed for: Page 3 12 Arbutus Court Right-Suite®Universal 2022 Lot#2-Griffing Street Greenlawn, NY 11740 22.0.03 RSU26941 Cutchogue, NY 11935 Phone:631-398-6906 2022-Aug-0216:53:53 ww vgreenguru.org Michael@greenguru.org #2-bob\Lot2-CutchogueEstates.rup Duct System Summary Job: 0210214.223D.Lot2Griffing... Date: Jul 18,2022 AH-Lower By, Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project • • For: LoW2-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 0.257/0.123 in H2O 0.257/0.123 in H2O Lowest friction rate 0.101 in/100ft 0.101 in/100ft Actual airflow 800 dim 800 cfm Total effective length(TEL) 378 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Basement h 4144 133 47 0.107 7.0 Ox 0 ShMt 65.0 175.0 s2 Basement-A. h 4144 133 47 0.124 7.0 Ox 0 MtFx 28.0 180.0 st2 Basement-B h 4144 133 47 0.185 6.0 Ox 0 ShMt 24.2 115.0 SO Bath 92 c 1624 57 82 0.115 6.0 Ox 0 ShMt 44.0 180.0 st2 Bath#3 c 1048 27 53 0.101 5.0 Ox0 ShMt 50.7 205.0 S2 Bed#1 c 1321 38 67 0.108 5.0 Ox 0 ShMt 63.0 175.0 s2 Bed#1-A c 1321 38 67 0.115 5.0 Ox 0 ShMt 58.0 165.0 st2 Dining Rm:A c 3 0 0 0.117 4.0 Ox 0 ShMt 39.0 180.0 s2 Foyer C 996 20 50 0.129 5.0 Ox 0 ShMt 25.0 175.0 st2 Foyer-A c 996 20 50 0.152 5.0 Ox 0 ShMt 49.0 120.0 s2 Foyer-B C 996 20 50 0.106 5.0 Ox 0 ShMt 42.8 200.0 s2 Kitchen c 1116 37 56 0.147 5.0 Ox 0 ShMt 10.0 165.0 SO Kitchen-A c 1116 37 56 0.117 5.0 Ox 0 ShMt 20.7 200.0 st3 Kitchen-B c 1116 37 56 0.135 5.0 Ox 0 ShMt 26.0 165.0 st3 Kitchen-C c 1116 37 56 0.135 5.0 Ox 0 ShMt 15.0 175.0 st2 Mudroom h 427 14 7 0.102 4.0 Ox 0 ShMt 36.3 215.0 st3 W.I.C.#z I h 493 16 7 0.110 4.0 Ox 0 ShMt 1 53.0 1 180.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 PeakAVF 541 577 0.101 735 12.0 0 x 0 ShtMeti st3 PeakAVF 259 223 0.102 586 9.0 0 x 0 ShtMetl wrightsoft, 2022-Aug-02 16:53:39 Right-Suite@ Universal 2022 22.0.03 RSU26941 Page 1 ACCK ...gueEstates-lot#2-bob\Lot2-CutchogueEstates.rup Calc=MJ8 Front Door faces:N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cim) (ft) FR (fpm) (in) (in) Opening(in) Mal Trunk rb1 Ox 0 400 141 117.2 0.105 606 11.0 Ox 0 MtFx rt2 rb5 Ox 0 400 659 122.0 0.101 616 14.0 Ox 0 ShMt r2 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 PeakAVF 800 800 0.101 652 15.0 0 x 0 ShtMet! -t - wrightsoft- 2022-Aug-0216:53:39 ,y+/�� Right-Suite®Universal 2022 22.0.03 RSU26941 Paget ACCK ...gueEstates-lotl2-bobl-ot2-CutchogueEstates.rup Calc=MJ8 Front Door faces:N Duct System Summary Job: 0210214.223D.Lot2Grifting... Date: Jul 18,2022 AH-Upper E,r Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:www..greenguru.org Project Information For: Lot#2-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 0.306/0.074 in H2O 0.306/0.074 in H2O Lowest friction rate 0.088 in/100ft 0.088 in/100ft Actual airflow 603 dim 603 cfm Total effective length(TEL) 430 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FIR (in) (in) Mati Ln(ft) Ln(ft) Trunk Bath#2 h 738 33 16 0.094 5.0 Ox 0 MtFx 36.2 290.0 st5 Bath#3 c 1614 65 86 0.103 6.0 Ox 0 MtFx 28.0 270.0 st4 Bed#2 h 1628 73 72 0.090 6.0 Ox 0 MtFx 55.4 285.0 st5 Bed#3 h 1601 72 72 0.100 6.0 Ox 0 MtFx 41.1 265.0 st5 Bed#4 C 875 45 46 0.116 5.0 Ox 0 MtFx 38.1 225.0 st4 Bed#4-A C 875 45 46 0.114 5.0 Ox 0 MtFx 27.1 240.0 st4 Bonus Rm. h 1045 47 35 0.088 5.0 Ox 0 MtFx 46.1 300.0 sty Bonus Rm:A h 1045 47 35 0.094 5.0 Ox 0 MtFx 39.9 285.0 st5 Bonus Rm:B h 1045 47 35 0.114 5.0 Ox 0 MtFx 49.1 220.0 st5 Family Rm. C 1092 53 58 0.104 5.0 Ox 0 MtFx 24.9 270.0 st5 Family Rm:A C 1092 53 58 0.115 5.0 Ox 0 MtFx 16.0 250.0 st4 Laundry-A c 850 22 45 0.107 5.0 Ox 0 MtFx 1 22.1 265.0 st4 SupplyTrunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 PeakAVF 230 282 0.103 638 9.0 0 x 0 ShtMetl st1 st5 PeakAVF 373 321 0.088 683 10.0 0 x 0 ShtMefl st1 st1 PeakAVF 603 603 0.088 768 12.0 0 x 0 ShtMefl - wrightsoft- 2022-fug-0216:53:39 /�� Right-Suite@ Universal 2022 22.0.03 RSU26941 Page 3 ACiCK ...gueEstates-lot#2-boblLot2-CutchogueEstates.rup Calc=MJ8 Front Door faces:N DetailReturn Branch Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb3 Ox 0 603 603 84.0 0.088 654 13.0 Ox 0 MtFx wrightsoft- 2022-Aug-0216:53:39 Right-Suite®Universal 2022 22.0.03 RSU26941 ACC Page 4 ...gueEstates-lotlr`2-bob�Lof2-CutchogueEsfates.rup CaIc=MJB Front N Duct system multi orientation report Job: 0210214.223D.Lot2Griffing... Date: Jul 18,2022 AH-Lower E,r Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot#2-Gritting Street,Cutchogue,NY 11935 Group 1:(N)Group 2:(NE)Group 3:(E)Group 4:(SE)Group 5:(S)Group 6:(SM Group 7:(W)Group 8:(NW) Duct Name I F Ni r NEB [F-M �S;FM u'Size eg Cu ofBranches Basement 133 h 12x12 7 133 h I 12x12 7 ' 133 h I 12x12 1 7 1 133 h I 12x12 7 Basement A 1 133 h 12x12 1 7 133 h 1 12x12 7 ; 133 h ! 12x12 1 7 133 h 1 12x12 7 Basement B 133 h 12x12 6 133 h 1 12x12 6 i 133 h 1 12X121 6 1 133 h I 12x12 1 6 Bath#2 82 c 412 6 61 c 1 412 5 57 h x12 5 85 c 3x12 6 Bath#3 53 c ! 2x12 5 42 c 2x12 5 ! 27 c ; 2x12 4 34 c NOR2 Bed#1 67 c 3x12 5 71 c 1 3x12 6 58 c 3x12 5 55 c 13x12 5 Bed#1-A 67 c 3x12 5 71 c 3x12 5 58 c 3x12 5 55 c 13x12 1 5 1 'Dining Rm:A 0 c Ox12 1 4 0 c ! Ox12 4 0 c Ox12 4 0 c Ox12 4 Foyer 50 c 2x12 5 ! 43 c 1 2x1 2 5 1 33 c 2x12 4 36 c 2x12 ,Foyer-A 50 c 2x12 5 43 c 12x12 4 33 c 2x12 36 c 2x12 Fo er--B 50 c I 2x12 5 43 c 2x12 5 33 c 1 2x1 2 36 c 2x12 Kitchen 56 c 3x12 5 58 c 3x12 5 70 c 1 3x12 5 68 c 3x12 5 ,Kitchen-A 56 c 3x12 5 58 c 3x12 5 70 c 3x12 5 68 c 3x12 5 Kitchen-B 56 c 3x12 5 58 c 3x12 5 70 c 3x12 5 68 c 3x12 5 Kitchen-C 56 c 3x12 i 5 58 c 3x12 1 5 70 c 3x12 5 68 c 3x12 1 5 Mudroom 14 h 1x12 1 4 14 h 1x12 14 14 h 1x12 4 14 h 1x12 , 4 W LC.#2 16 h 917ilgo4 21 c 1 x 4 34 c 2 4 ! 24 c ! 2x12 4 $u I y Trunks st2 577 c 12 ' 564 c ! ! 12 541 h 1 &MM541 h 1 's2 259 h 9 259 h ! 9 278 c 9 263 c 1 9 etum Branches rb1 400 h 12x121 11 400 h 1 12x12 11 ; 400 h 12x121 11 1 400 h 12x12 11 I 'rb5 659 c 25x12 1 14 1 636 c 1 25x12 13 613 c IVOMMA13 637 c 2f3x1.2 13 etum Trunks A2 1800 c 1 1 15 ! 800 c 1 15 ! 800 c ; 15 1 800 c j 115 ridon Rates ,Heating FR ! 0.101 0.101 ! 1 0.101 0.101 Cooling FR 0.101 I I 0.101 1 0.101 0.101 -�- wrightsoft, 2022-Aug-0216:53:39 p„,,,.,., „,,,,,„„--y Right-Suite®Universal 2022 22.0.03 RSU26941 Page ACCK ...gue Estates-lot#2-bob\Lot2-CutchogueEstates.rup Calc=MJ8 Front Door faces: N Project Information For. Lot#2-Griffing Street,Cutchogue,NY 11935 putt Name eg CFM eg Slze uctSize eg CFM eg Size ucfSize eg CFM eg Size ucfSize eg CFM eg Size Oct-Size Branches Basement 133 h 12x12 17 1 133 h 12x12 7 1133 h 12x12 7 1 133 h 12x12 i 7 Basement-A 133 h ' 12x12! 7 133 h 12x12 7 ! 133 h 12x12 7 133 h 12x12 7 Basement B 133 h 12x121 6 133 h i 12x12 6 133 h l 12x121 6 133 h 112x12 1 6 Bath#2 106 c 4x12 6 91 c ' 4x12 6 69 c 412 5 81 c 1 6 Bath#3 41 c 2x12 1 5 1 29 c 1 2x12 4 27 h 2x12 37 c 1 x 4 Bed#1 55 c 3x12 5 56 c 3x12 5 51 c 3x12 5 55 c 2 2 5 Bed#1-A 55 c 3x12 5 1 56 c 1 3x12 5 1 51 c 3x12 5 55 c f2 12 5 Ding Rm:A 0 c Ox12 4 0 c Ox12 4 0 c Ox12 4 0 c Ox12 4 Fo er 42 c 2x12 34 c 2x12 4 28 c 2x12 40 c 2x12 �Fo er-A 42 c 1 2x12 34 c 2x12 4 28 c 2x12 40 c 2x12 Foyer-B 42 c l 2x12 5 1 34 c 2x12 4 28 c 2x12 40 c 2x12 5 Kitchen 63 c 3x12 5 65 c 3x12 ! 5 71 c 3x12 1 5 64 c I 3x12 5 Kitchen-A 63 c 3x12 5 65 c 3x12 5 71 c ' 3x12 5 64 c 3x12 5 Kitchen-B 63 c 3x12 5 65 c 3x12 5 1 71 c 3x12 5 64 c 3x12 5 Kitchen-C 63 c 3x12 ! 5 65 c 1 3x12 5 71 c 3x12 5 64 c 3x12 1 5 Mudroom 14 h 1x12 4 14 h 1x12 4 14 h 1x12 4 14 h 1x12 1 4 .I.C.#2 16 h 4 22 c 11L Ill2 4 29 c IMRM 4 1 17 c 1 2x12 4 '9 2 556 c 12 541 h I MM 541`h. ,.: 543 c s2 259 h l 9 261 c 9 290 c 1 9 1 259 h 9 etum Brandies rb1 i 400 h 112x121 11 400 h 12x12 11 400 h 12x12 11 400 h 12x12 11 r65 659 c W24N2 14 626 c ' 25x12 J13 589 c PURR 3 626 c A a3 etum Trunks 'rt2 800 c 15 800 c 15 800 c ' 15 1 800 c ! 15 Friction Rates Heating FR 1 0.101 0.101 0.101 0.101 1 Cooling FR 0.101 0.101 0.101 0.101 f wrightsoft, 2022-Aug-0216:53:39 ,�/�^ aM--I--,.wanvwrr C.-� y Right-SuiteO Universal 202222.0.03 RSU26941 Page 2 /CCK ...gueEstates-lot#2-bob\L.ot2-CutchogueEstates.rup Calc=MJ8 Front Door faces:N Project Information For: Lot#2-Griffing Street,Cutchogue,NY 11935 D?'ct�Name �Lar'r,-est �Smalest tRegICFM� Reg Size Dud%Size Reg CFM Reg Size lJucFSize uI Branches . Basement 133 h 12x12 7 133 h 12x12 7 Basement-A 133 h 12x12 7 1 133 h 12x12 7 'Basement-B 133 h 12x12 j 6 1 133 h 12x12 6 lBath#2 106 c 412 6 1 57 h 12 5 lBath#3 53 c 2x12 5 27 h 12 4 Bed#1 171 c 3x12 6 51 c 2 r2 Bed#1-A 71 c 3x12 5 51 cx2 5 ;Dining Rm.-A 0 c Ox12 4 1 Ox12 14 Foyer 50 c 2x12 5 28 c 2x12 !Fo er-A 50 c 2x12 5 1 28 c 2x12 IFo er-B 50 c 2x12 5 28 c 2x12 Kitchen 171 c 3x12 5 56 c 3x12 5 (Kitchen-A 171 c 3x12 5 56 c 3x12 5 Kitchen-B 171 c 3x12 1 5 56 c 3x12 1 5 (Kitchen-C 71 c 3x12 5 56 -- 3x12 5 'Mudroom 14 h 1x12 4 14 h I 1x12 4 W.LC.#2 134 c 2x12 j 4 16 h 4 u `l Trunks X st2 1577 c I 12 541 h 52 i29O c j 9 259.h 1 9 eturn Branches '° � �# 'rb1 1400 h 12x12 ' 11 400 h 12x12 11 'rb5 ,659 c 25x12 14 !, 589 c VOW 3 Retum Trunks a � a rt2 !800 c 1 15j 800 c 15 Friction Rates r �� Heating FR '0.101 0.101 iCooling FR "0.101 1 0.101 j - wrightsoft" 2022-Prig-0216:53:39 Right-Suite(g)Universal 2022 22.0.03 RSU26941 Page 3 ,110CA ...gueEstates-loW2-bob\Lot2-CutchogueEstates.rup Calc=MJ8 FrontDoorfaces: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 ch is larger than 150 CFM Friction Rate-fiction rate is outside ACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation - wrightsoft- 2022-Aug-0216:53:39 Right-Suite@ Universal 2022 22.0.03 RSU26941 Page ACCA ...gue Estates-lot#2-bob\Lo2-CutchogueEstates.rup Cale=MJ8 Front Door faces:N Duct system multi orientation report Job: 0210214.223D.Lot2Griffing... Date: Jul 18,2022 AH-Upper By,. Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project Information For: Lot#2-Griffing Street,Cutchogue,NY 11935 Group 1:(N,NE, E,SE, S,SW, W,NW) OMMIN.amt e Ni NEB E� SEA Reg CFM eg Size ucfSize eg CFM eg Slze ucESize eg CFM eg Size ucflSize eg CFM eg Size uct%Size §uoply,Bran6hes Bath#2 133 h 12x12' 5 33 h 1 12x12 5 h 33 h 12X121 5 33 h 1 12x12 5 Bath#3 7 86 c 12x12 1 6 85 c 12x12 6 1 70 c 12x12I 6 71 c 12x12 6 Bed#2 73 h 12x12 6 73 h 12x12 6 1 73 h 12x12 6 1 78 c 12x12 6 Bed#3 72 h 12x12 16 72 h 12x12 6 i 72 h 12x12 6 78 c I 12x12 6 Bed#4 1 46 c l 12x121 5 45 h 12x12 5 1 45 h 12x12 5 50 c 12x12 5 Bed#4-A 146 c 112x12 5 45 h 12x12 5 1 45 h 12x12 i 5 50 c 12x12 5 Bonus Rm. 1 47 h 112x12 5 47 h 12x12 5 47 h 112x121 5 47 h 112x12 5 Bonus Rm:A 1 47 h 12x12 5 47 h 1 12x12 5 47 h I 12x12I 5 47 h 12x12 5 Bonus Rm.-B 1 47 h 12x12 5 47 h I 12x12 5 47 h 12x12 1 5 47 h 12x12 5 ;Family Rm. 1 58 c 12x12 5 58 c I 12x12 5 53 h 12x12 1 5 53 h 12x12 5 (Family Rm:A 1 58 c 12x121 5 58 c 12x12 5 53 h , 12x12 1 5 53 h 12x12 5 Laund -A 45 c 12x12 5 46 c 112x12 5 51 c i 12x12 5 50 c 1 12x12 5 Su I Trunks . .. st4 282 c 9 i 274 c 9 254 c 9 1 271 c 9 st5 373 h 1 1 10 1 373 h i 10 373 h 1 10 1 373 h 1 10 st1 603 c ! 112 1 603 c 1 1 12 603 c 1 12 1 603 c 1 12 etum Branches rb3 1 603 c 112x121 13 1 603 c 12x12 13 603 c 12x121 13 1 603 c 112x12 1 13 riction Rates I � ; , Heating FR 0.088 0.088 ' 0.088 ! 0.088 ,Cooling FR ; 0.088 0.088 1 0.088 0.088 Wrightsoft" 2022-Aug-0216:53:39 Right-Suite@ Universal 2022 22.0.03 RSU26941 Pages ACC, ...gueEstates•loW2-bob\Lott-CutchogueEstates.rup Calc=MJ8 Front Door faces:N • 9 Project For: Lot#2-Griffing Street,Cutchogue,NY 11935 Duct NameE rJ (S1Ni ( v (NWi eg CFM eg Size udSize eg CFM eg Size uctSize eg CFM eg Size dSize eg CFM Map., �ud'Size Supply Branches . 1Bath#2 33 h ' 12x12 5 1 33 h 12x12 5 ! 33 h I 12x12 1 5 33 h 12x12 1 5 Bath#3 69 c 12x12 6 65 h 12x12 6 165 h 12x12 1 6 70 c 12x12 6 Bed#2 84 c 12x12 6 88 c 12x12 6 89 c 12x12 6 77 c 12x12 6 Bed#3 84 c 12x12 6 ! 88 c 12x12 6 88 c 12x12 6 77 c 12x12 1 6 Bed#4 56 c 12x12 5 157 c 12x12 5 55 C 12x121 5 49 c 12x12 i 5 Bed#4-A 56 c 12x12 5 57 c 12x12 5 55 c 12xI21 5 49 c 12x12 5 Bonus Rm. 47 h 12x12 5 47 h 12x12 5 47 h 12x1 2 5 47 h 12x12 5 Bonus Rm:A 47 h 12x12 5 ! 47 h 12x12 5 1 47 h 12x12 5 47 h 12x12 5 Bonus Rm:B 47 h 12x12 5 47 h 12x12 5 1 47 h 12x12' 5 47 h 12x12 5 raRly Rm. 53 h 12x12 5 53 h 12x12 5 ' 53 h 12x12j 5 53 h 12x12 5 ,Family Rm:A 53 h 12x12 5 53 h 12x12 5 1 53 h 12x12 5 53 h 12x12 5 ! 1Laund -A 52 c 12x12 5 55 c 12x12 5 59 c 12x12 5 49 c 12x12 1 5 u `1' Trunk`s . 4 x s st4 280 c 9 ! 269 c ! 9 1 242 c 9 266 c 9 sty 373 h 10 1373 h 1 10 1 373 h 10 373 h 10 st1 603 c 12 603 c ; 12 603 c 12 603 c 1 12 btu Branches rb3 603 c 12x12 13 603 c 12x12 13 1 603 c I 12x12j 13 1 603 c 112x12 1 13 Friction°Rates77777 ; Heating FR 1 0.088 1 0.088 1 0.088 j 0.088 1 ;Cooling FR 0.088 0.088 1 0.088 ! 0.088 1 " wrightsoft, 2022-hig-0216:53:39 ,v^'��- aM,,,r•,o,tr,,,„„,�.•,•w•, Right-Suite®Universal 2022 22.0.03 RSU26941 AC Page 6 CK ...gueEstates-loW2-bobtLot2-CutchogueEstates.rup Calc=MJ8 Front Door faces:N 9 Project For: Lot#2-Griffing Street,Cutchogue,NY 11935 uct�NameLar"F est [(S__malest Reg CFM Reg Size <DuctiSize� Reg CI' �ReglSiz� DuctSine Supply Branches Bath#2 133 h 12x12 5 i 33 h 12x12 5 'Bath#3 86 c 12x12 6 65 h 12x12 6 'Bed#2 189 c 12x12 6 73 h 12x12 6 Bed#3 188 c 12x12 6 72 h 12x12 6 'Bed#4 67 c 12x12 5 45 h 12x12 5 Bed#4-A 57 c 12x12 5 45 h 12x12 5 .Bonus Rm. 47 h 12x12 5 47 h 12x12 5 Bonus Rm.-A 47 h 12x12 5 47 h 12x12 1 5 Bonus Rm:B 47 h 12x12 5 47 h 12x12 5 iFamily Rm. 58 c 12x12 5 53 h 12x12 5 Family Rm.-A $8 c 12x12 5 53 h 12x12 5 L ua nd -A 59 c 12x12 5 1 45 c 12x12 5 st4 1 82 c 9 242 c 9 st5 ;373 h 10 373 h 10 st1 603 c 12 603 c 12 Return Branches: : ri 'rb3 ;603 c I 12x12 13 i 603 c 12x12 13 rictiori,Rates. Heating FR 10.088 �i 0.088 ;Cooling FR 10.088 I 0.088 - wrightsoft- 2022-Aug-0216:53:39 Right-Suite®Universai 2022 22.0.03 RSU26941 Page l ACCK ...gueEstates-loft#2-boblot2-CutchogueEstates.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 cfin is larger than 150 CFM Friction Rate-fiction rate is outside ACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation L * wrightsoft, 2022-Aug-0216:53:39 ^'�- aM.,.k•,a.�'�.•H.��o.,..'mv,•, RighFSuite®Universa1202222.0.03RSU26941 iCl� ...gue Estates-lot#2-bob�Lot2-CutchogueEstates.rup CaIc=MJB Front Door faces:N Page 8 Lc��� p RJLJI � f- O Home Energy Rating Certificate Rating Date: Projected Report Registry �� C=. z° Based on Plans Ekotrope ID: kLZnJBoL oZ HERS' • - • ' • Home: home'sYour - relative 57 $is a 2 • 4 •• - • performance score.The lower the number, the . - - - - • Builder: . - Robert Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtul Annual Cost criteria of the following: Heating 96.8 $704 2020 New York ECCC Cooling 2.3 $81 2018 International Energy Conservation Code Hot Water 11.6 $58 Lights/Appliances 34.4 $1,050 Service Charges $120 Generation (e.g.Solar) 0.0 $0 Total: 145.0 $2,013 HERS'Index Home Feature Summary: Rating Completed by: Mae[new Home Type: Single family detached ISO Model: N/A Energy Rater: Michael Catalano xsinegs1110 too Community: N/A RESNET ID: 0210214 Hom t]0 Conditioned Floor Area: 5,668 ft2 Rating Company: Green Guru LLC 'a0 Number of Bedrooms: 4 12 Arbutus Court Reference oPrimary Heating System: Furnace•Natural Gas•95 AFUE 631-398-6906 Home Prima Coolin S stem: Air Conditioner.Electric•16 SEERso Primary 9 Y Rating Provider. RATERusa 80 Primary Water Heating: Residential Water Heater•Natural Gas•0.95 Energy PO BOX 1280 TO ft Factor 855-273-7872 ,.���•�. 60� House Tightness: 3 ACH50 et so this Home Ventilation: 150 CFM(unmeasured)•35 Watts 40 wra.l E Duct Leakage to Outside: 25 CFM @ 2512a(0.66/10030 10 Above Grade Walls: R-19 ,,,�•,,.,p Zero Energy CuiCt�J 10 Ceiling: Vaulted Roof,R-42 Atielwe tq. Home 10 Window Type: U-Value:0.29,SHGC:0.29 Michael Catalano,Certified Energy Rater Us•[n•m Foundation Walls: R-10 Digitally signed:8/7/22 at 1.47 PM 074U RCShi7 Framed Floor: R-30 report6 ekotrope The Energy Rating Disclosure for this home is available from the Approved Rating Provider. Energy savings calculated without modifications to the energy model.(As Modeled) This does not • or guarantee. 1 IECC 2018 Performance Compliance Property Organization Inspection Status lot#3 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 1111935 Michael Catalano 0210214.225D.Lot3GdffingStreet119 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 $1,878 $1,767 Cooling $213 $203 Water Heating $286 $286 Mechanical Ventilation $52 $41 SubTotal Used to detecmm e comi plance_ - _ _ _____ _n _ -— 2,430 __ 2,29fi Lights&App lances Wout Ventilation $1,542 $1,542 Onsite generation $0 _ $0 Total ---•-----. _. - _ .v -._ $3,972__ �$3,838 ______________._ —__- -- _ _� _ ___�._.____..__.___�.___-. --_--_ _ R405.3 Source Energy Exception:The proposed home uses 9.23 MBtu LESS source energy than the reference home. Requirements 405.3 Performance-based compliance passes by 5.5% R402.4.12 Air Leakage Testing Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa- t- R402. _ Area-weighted average fenestration SHGC R402.5 Area-weighted average fenestration LI-Factor " R404.1 lighting Equipment Efficiency Q R403.6.1 Mechanical Ventilation Efficacy Mandatory code requirements that are not Mandatory Checklist --__checked_by_Ekotrope-must be met. IRC M1505.4.3 Mechanical Ventilation Rate R405.2 Duct Insulation i Design exceeds requirements for IECC 2018 Performance compliance by 5.5%. As a 3rd party extension of the code jurisdiction utilizing these reports,t 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: Alt ael CatdcaiA Organization: Green Guru LLC Digitally signed: 8/7/22 at 1:47 PM Ekotrope RATER-Version 4.0.1.2965 IECC 2018 Performance compliance results calculated using Ekotrope RATER's energy and 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. Manual S Compliance Report Job: 0210214.225D.Lot3Griffing... Date: Jul 29,2022 AH-Upper Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot#3 Griffing Street,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.9*F Sensible gain: 12131 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latent gain: 800 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 12931 Btuh Indoor RH: 50% Estimated airflow: 760 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Lennox Model: EL18XCVS024-230A**+CX35-18/24B+ML196UH070XE36B*+TDR Actual airflow: 760 cfm Sensible capacity: 15960 Btuh 132%of load Latent capacity: 6840 Btuh 855%of load Total capacity: 22800 Btuh 176%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 13949 Btuh Entering coil DB: 68.0°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: 760 cfm Output capacity: 120000 Btuh 860%of load Meets all requirements ofACCA Manual S. * wrightsoft° 2022-Aug-0317:07:49 Right-Suite@ Universal 2022 22.0.03 RSU26941 Paget ACCA ...ogue Estates Lot*-bobkl-ot313riffingSbreetrup Calc=MJ8 FrontDoorfaces:N Load Short Form Job: 0210214.225D.Lot3Griffing... Date: Jul 29,2022 Entire House Bv: 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#3 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 3(partial)/1 Design TD(°F) 53 10 Pressure/AVF 4 Pa/0 cfrn Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 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 air flow 0 cfm Actual air flow 0 CrM Airflowfactor 0 cfmBtuh 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 ClgAVF W) (Btuh) (Btuh) (cfm) (cfm) AH-Upper 1873 13949 12131 760 760 AH-Lower 3799 27755 16604 893 893 (Unconditioned) 483 0 0 0 0 Entire House 6155 41704 28550 1653 1653 Other equip loads 0 0 Equip.@ 0.90 RSM 25666 Latent cooli ng 1200 TOTALS 6155 41704 26866 1 1653 1653 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft- 2022-A,g-0317:07.49 �, „,,, Pagel „,,,, „w,,, Right-Suite®Universal202222.0.03RSU26941 ACCA ...ogue Estates Lot*-boblLot3GrilfingStreeLrup Calc=MJ8 Front Door faces: N Load Short Form Job: 0210214.225D.Lot3Griffing... Date: Jul 29,2022 AH-Lower By. Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For. LoW3 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 3(partial)/1 Design TD(OF) 53 10 Pressure/AVF 50 Pa/0 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Lennox Trade NAVIEN Trade LENNOX Model NCB-240/130H Cond ML14XC1-030-230A** AHRI ref 205400818 Coil DX36B34+EL280UH045E36A*+TDR AHRI ref 207247627 Efficiency 95AFUE Efficiency 13.0 EER,16 SEER Heating input 130000 Btuh Sensible cooling 18760 Btuh Heating output 120000 Btuh Latent cooling 8040 Btuh Temperature rise 123 OF Total cooling 26800 Btuh Actual airflow 893 elm Actual airflow 893 chn Air flow factor 0.032 cfmBtuh Air flow factor 0.054 cfi n/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.98 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Mech.Rm. 117 0 0 0 0 Stair 1 96 0 0 0 0 Basement 1695 10953 2005 352 108 Bath 1 56 1304 1062 42 57 Stair 2 104 0 0 0 0 Kitchen 255 3265 4220 105 227 Mud Rm. 99 2235 1219 72 66 Dining Rm. 221 564 90 18 5 Foyer 353 1736 1429 56 77 Great Rm. 240 2787 2497 90 134 CI.1 16 0 0 0 0 Pntry. 20 0 0 0 0 Bath 2 170 1613 1273 52 68 Bed1 253 2904 2539 93 137 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2022-Aug-0317:07:49 �, ,„r,.,e ww,,„ mow„ Right-SuiteO Universal 202222.0.03RSU26941 Paget ACCK ...ogue Estates Lot 3-bob%Lot3GriffingStreet.rup Calc=MJ8 FrontDoorfaces: N W.I.C.1 104 395 269 13 14 AH-Lower 3799 27755 16604 893 893 Other equip loads 0 0 Equip.@ 0.90 RSM 14927 Latent cooling 400 TOTALS 3799 27755 15327 893 893 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W Pightsoft" 2022-Aug-03 17:07:49 ,y� �t� M„ .,..,,,.,« •,,,w,,, RightSuite®Universal 202222.0.03RSU26941 Page ACCK ...ogue Estates Lot*-bob\Lot3GriffingStreet.rup Calc=MJB Front Door faces:N Load Short Form Job: 0210214.225D.Lot3Griffing... Date: Jul 29,2022 AH-Upper By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: LoW3 Griffing Street,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(OF) 15 85 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD(OF) 53 10 Pressure/AVF 50 Pa/0 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 EL18XCVS024-230A** AHRI ref 205400818 Coil CX35-18/24B+ML196UH070XE36B*+TDR AHRI ref 206218192 Efficiency 95AFUE Efficiency 12.2 EER,16 SEER Heating input 130000 Btuh Sensible cooling 15960 Btuh Heating output 120000 Btuh Latentcooling 6840 Btuh Temperature rise 144 OF Total cooling 22800 Btuh Actual airflow 760 cfm Actual airflow 760 cfin Air flow factor 0.054 cfm/Btuh Air flow factor 0.063 drnBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.94 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bed 4 256 1913 1772 104 111 Bath 4 119 1365 1619 74 101 CI.5 30 0 0 0 0 Laundry 36 292 506 16 32 Bed 3 248 1658 1393 90 87 Bed 2 204 1536 1357 84 85 Bonus Rm. 310 4002 2203 218 138 W.I.C.2 42 277 73 15 5 Hall 1 60 0 0 0 0 Bath 3 99 703 311 38 19 CI.3 33 0 0 0 0 CI.4 12 0 0 0 0 Stair 3 108 0 0 0 0 Family Rm. 316 2203 2899 120 182 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W ri-ghtsoft" 2022-Aug-03 17:07:49 �, 4M.,.•, „•,, w,„ Right-Suitep@Universal 2022 22.0.03 RSU26941 Page 4 ACCA ...ogue Estates LoW3-bob\Lot3GriffingStreet.rup Calc=MJ8 Front Door faces:N AH-Upper 1873 13949 12131 760 760 Other equip loads 0 0 Equip.@ 0.90 RSM 10906 Latent cooling 800 TOTALS 1873 13949 11706 760 760 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft" 2022-Aug-0317:07:49 ,y�� , Right-Suite®Universal 2022 22.0.03 RSU26941 Page 5 ACCK ...ogue Estates Lot#3-boMLot3GriffingStreet.rup Calc=MJ8 Front Door faces:N Building Analysis Job: 0210214.225D.Lot3Griffing... y Date: Jul 29,2022 Entire House By- am Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: Lo1#3 Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD(T) 53 10 Latitude: 41°N Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 26.1 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 4 Pa/0 cfrn Heating Component Btuh/ft2 Btuh %of load Walls 3.4 20090 48.2 Floors Glazing 16.9 7448 17.9 Doors 11.7 3033 7.3 Ceilings 3.4 8253 19.8 Ceilings Floors 1.0 2880 6.9 Infiltration 0 0 0 Walls Ducts 0 0 Piping 0 0 Doors Humidification 0 0 Ventilation 0 0 Adjustments 0 Glazing Total 41704 100.0 Cooling Component Btuh/ft2 Btuh %of load Walls 0.6 3760 13.2 Glazing 27.0 11907 41.7 Walls Internal Gains Doors 5.3 1376 4.8 Ceilings 2.4 5902 20.7 Other Floors 0.0 125 0.4 Infiltration 0 0 0 Ducts 0 0 Ventilation 0 0 Ceilings Internal gains 5480 19.2 Glazing Blower 0 0 31 Adjustments 0 Doors Total 28550 100.0 Latent Cooling Load=1200 Btuh Overall U-value=0.075 Btuh/ft2--0F Data entries checked. wri Frtsoft', 2022-Aug-0317:07:49 � 9 . Right-Suite®Universal 2022 22003 RSU26941 v.,. ,... .. . . Page 1 ogue Estates Lotit3-bob\Lot3GrifBngStreet.rup Calc=MJ8 Front Door faces: N Building Analysis Job: 0210214.225D.Lot3Grifttng... Date: Jul 29,2022 AH-Lower By. Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Eniajl:michael@greenguru.orgVVeb:www.greenguru.org Project • • For: LoW3 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(°F) 53 10 Latitude: 41°N Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(grAb) 26.1 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(0F) - 72 Shielding/stodes 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/0 cfm • Component Btuh/ftz Btuh %of load Walls 3.6 12777 46.0 Floors Glazing 18.3 4249 15.3 Doors 20.6 3033 10.9 Ceilings 12.4 5390 19.4 Ceilings Floors 1.2 2306 8.3 Walls Infiltration 0 0 0 Ducts 0 0 Piping 0 0 Humidification 0 0 Doors Ventilation 0 0 Adjustments 0 4!0 Total 27755 100.0 Glazing Component Btuh/ft2 Btuh %of load Walls 0.5 1706 10.3 Walls Glazing 26.3 6096 36.7 Internal Gains Doors 9.3 1376 8.3 Other Ceilings 11.2 4848 29.2 Floors 0.0 18 0.1 Infiltration 0 0 0 Ducts 0 0 Ventilation 0 0 Glazing Ceilings Internal gains 2560 15.4 Blower 0 0 Adjustments 0 0 Total 16604 100.0 Doors Latent Cooling Load=400 Btuh Overall U-value=0.084 Btuh/ft2--°F Data entries checked. rk wrightsoft'" 2022-Aug-0317:07:49 —— 1-1. 1 .- Right-Suite®Universal 2022 22.0.03 RSU26941 Page 2 AC:;k ogue Estates Lolt`3-bobtLot3GriffingStreet.rup Calc=MJ8 Front Door faces: N Building Analysis Job: 0210214.225D.LonGriffing... Date: Jul 29,2022 AH-Upper By. WA Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: Lot#3 Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD(T) 53 10 Latitude: 41°N Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 26.1 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(T) - 15 ( L ) Method Blower door Wet bulb(T) - 72 Shielding/stones 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/0 cfrn • Component Btuh/ftz Btuh %of load Walls 3.6 7313 52.4 Floors Glazing 15.3 3199 22.9 Doors 0 0 0 Ceilings Ceilings 1.5 2863 20.5 Floors 1.5 574 4.1 Infiltration 0 0 0 Walls Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Glazing Adjustments 0 Total 13949 100.0 Component Btuh/ft2 Btuh %of load Walls 1.0 2054 16.9 Glazing 28.6 5996 49.4 Walls Doors 0 0 0 Internal Gains Ceilings 0.6 1054 8.7 Floors 0.3 108 0.9 Infiltration 0 0 0 Other Ducts 0 0 Ventilation 0 0 Ceilings Internal gains 2920 24.1 Blower 0 0 Adjustments 0 Glazing Total 12131 100.0 Latent Cooling Load=800 Btuh Overall U-value=0.063 Btuh/ftz-°F Data entries checked. '*' wrightsoft 2022-Aug-0317:07:49 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 3 ogue Estates Lot#3-bo1btLot3GrifTingStreet.rup Calc=MJ8 Front Door faces: N AED Assessment Job: 0210214.225D.Lot3Griffing... Date: Jul 29,2022 Entire House By. I Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone.631.398.6906 Email michael@greenguru.org Web:www.greenguru.org Project Information For: Lot#3 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(°F) 53 10 Latitude: 41°N Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(grflb) 26.1 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Diversity Hourly Glazing Load 16,00 14,00 12,00 m 10,00 000 a 8.00 3 6,00 4,00 2,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day dp Hwrty "A_je /AED Omit Maximum hourly glazing load exceeds average by 20.7%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh w rightsaft- 2022-Aug-03 17:07:49 AMRight-Suite®Universal 2022 22.0.03 RSU26941 Pagel ..ogue Estates Lot#3-bob\Lot3GnfingStreetrup Calc=NU8 FrontDoorfaoes:N AED Assessment Job: 0210214.225D.Lot3Griffing... Date: Jul 29,2022 AH-Lower By. Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone.631.398.6906 Email.michael@greenguru.org Web www.greenguru.org Project Information For: Lot#3 Gdffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD(T) 53 10 Latitude: 41°N Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(grAb) 26.1 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Hourly Glazing Load 9,00 8,00 7,00 6,00 io s 5,00 4,00 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / /Average /AED - Maximum hourly glazing load exceeds average by 19.6%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh _ g ht3Oft- 2022-lug-0317:07:49 ..o ue Estates Right-Suite(A)Universal 2022 22.0.03 RSU26941 Page 2 oW3-bob1ot3GriffingStreet.rup Calc=MJ8 Front Door faces: N AED Assessment Job: 0210214.225D.L&3Griffing... AH-Upper Jul zs,2022 Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web www.greenguru.org Project • • For: LoW3 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(°/D) 35 50 Outdoor: Heating Cooling Moisture difference(grAb) 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 • - • Exposure Diversity Hourly Glazing Load 7,00 6,00 5,00 m 4,00 s" a 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day -- .0 Average /AED W, Maximum hourly glazing load exceeds average by 33.6%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 185 Btuh (PFG - 1.3*AFG) wri htsoft" 2022-Aug-0317:07:49 ,� M.,..• 9 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 3 ACCA ...ogue Estates Lot#3-bob1ot3GriffingStreet.rup Calc=MJ8 Front Door faces: N N Basement 117cfm 6" I 6" I 5„ 5„ I 4" 5 I I 5" Stair 1 5 g^ „ 6" 7 13" s e Mech. Rm. r i /117dr, / Fj / ®d17 cTm /4" Job#:0210214.225D.Lot3GriffingStreet11935 Green Guru, LLC Scale: 1 :93 Performed for: page 1 12 Arbutus Court,Suite 2 Right Suite®Universal 2022 W93 Griffing Street Greenlawn, NY 11740 22.0.03 RSU26941 Cutchogue,NY 11935 Phone:631.398.6906 2022-Aug-0317:08:36 www.greenguru.org michael@greenguru.org t#3-bob\Lot3GriffingStreetrup N First Floor I ® 72 cfm ® 3 cfm Garage Mud Fart. Kitchen 5211 cfm q. 1 Pntry. ® 13 cfm 18 cfm 8 7 cfm Stair 2 Dining Fan. 38 cfm Great Rm. B 7 cfm Foyer 138 cfm 68 cfm Orn Bed 1 Bath 2 W.I.C. 1 68 cfm 14 cfrn 68 fin Job#:0210214.225D.Lot3Grff ingStreet11935 Green Guru, LLC Scale: 1 :93 Performed for: Page 2 12 Arbutus Court, Suite 2 Right-Suite®Universal 2022 LoI#3 Griffing Street Greenlawn, NY 11740 22.0.03 RSU26941 Cutchogue,NY 11935 Phone:631.398.6906 2022-Aug-0317:08:36 www.greenguru.org michael@greenguna.org t#3-bob\Lot3GriffingStreetrup N Second Floor 73 r� I 73 ctrn 5" Bonus Rm. LD-73 '� 38 cfrn 15 c 85 VI. .C. 2 Sam 4" Bed 2 9„ G.4 Hall 1 33 chn Stair 3 91 firr �1 Cl. 3 Bed 3 12" Fam} 90 `m 4" ��" I Laundry c 191 cfrn "-<I*"*.. 50 cfrn a. 5 ath 4 Bed 4 101 ctm 11 Job#: 0210214.225D.Lot3GriffingStreet11935 Green Guru, LLC Scale: 1 :93 Performed for: Page 12Arbutus Court, Suite 2 Right-Suite®Universal2022 Lot*Griffing Street Greenlawn, NY 11740 22.0.03 RSU26941 Cutchogue,NY 11935 Phone:631.398.6906 2022-Aug-0317:08:36 wwwgreenguru.org michael@greenguru.org H#3-bob\Lot3GriffingStreetrup Duct System Summary Job: 0210214.225D.Lot3Griffing... Y Date: Jul 29,2022 AH-Lower Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: Lot#3 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 0.283/0.097 in H2O 0.283/0.097 in H2O Lowest friction rate 0.093 in/100ft 0.093 in/100ft Actual air flow 893 cfim 893 cfm Total effective length(TEL) 410 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 3651 117 36 0.113 7.0 Ox 0 ShMt 44.0 205.0 SO Basement-A h 3651 117 36 0.149 6.0 Ox 0 ShMt 39.2 150.0 st4 easement-c h 3651 117 36 0.149 6.0 Ox 0 ShMt 34.2 155.0 st3 Bath 1 c 1062 42 57 0.104 5.0 Ox 0 ShMt 61.9 210.0 SO Bath 2 c 1273 52 68 0.136 5.0 Ox 0 ShMt 38.4 170.0 st4 Bed 1 c 1269 47 68 0.098 6.0 Ox 0 ShMt 67.3 220.0 SO Bed 1-A c 1269 47 68 0.093 6.0 Ox 0 ShMt 60.2 245.0 st3 Dining Rm. h 564 18 5 0.126 4.0 Ox 0 ShMt 35.1 190.0 SO Foyer c 714 28 38 0.106 5.0 Ox 0 ShMt 55.7 210.0 SO Foyer-A c 714 28 38 0.107 5.0 Ox 0 ShMt 55.0 210.0 SO Great Rm. c 1248 45 67 0.116 5.0 Ox0 ShMt 42.9 200.0 st3 Great Rm:A c 1248 45 67 0.132 5.0 Ox 0 ShMt 34.3 180.0 SO Kitchen c 2110 53 113 0.143 6.0 Ox 0 ShMt 33.2 165.0 SO Kitchen-A. c 2110 53 113 0.134 6.0 Ox 0 ShMt 35.9 175.0 st3 Mud Rm. h 2235 72 66 0.180 5.0 Ox 0 ShMt 37.2 120.0 SO W.I.c.1 c 269 13 14 0.148 4.0 Ox 0 ShMt 40.4 150.0 st4 Supply Trunk Detail • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 PeakAVF 711 774 0.093 840 13.0 0 x 0 ShtMefl st4 PeakAVF 182 119 0.136 681 7.0 0 x 0 ShtMeti wrightsoft 2022-Aug-03 17:07:49 �1 �,,,,„,,, �,„,, Right-Suite®Universal 2022 22.0.03 RSU26941 Page 1 ACCA ...ogue Estates LoW3-bob\Lot3GrifingStreet.rup Calc=MJ8 Front Door faces:N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb4 Ox 0 365 390 105.1 0.093 591 11.0 Ox 0 ShMt rb5 Ox 0 528 503 99.0 0.098 672 12.0 Ox 0 ShMt " wrightsoft, 2022-Aug-0317:07:49 ^� ,M„,.,� ,,,,„,,,w �,„,, Right-Suite®Universal 2022 22.0.03 RSU26941 page 2 ...ogueEstatesLoti�3-boblLot3GrifBngStreet.rup Calc=MJ6 FrontDooriaces:N Duct System Summary Job: 0210214.225D.Lot3Griffing... Date: Jul 29,2022 AH-Upper By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project Information For: Lotff3 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 0.268/0.112 in H2O 0.268/0.112 in H2O Lowest friction rate 0.115 in/100ft 0.115 in/100ft Actual airflow 760 ch 760 cfm Total effective length(TEL) 331 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath 3 h 703 38 19 0.151 4.0 Ox 0 ShMt 17.0 160.0 st1 Bath 4 c 1619 74 101 0.148 6.0 Ox 0 ShMt 30.5 150.0 st2 Bed 2 c 1357 84 85 0.115 6.0 Ox 0 ShMt 48.3 185.0 st2 Bed 3 h 1658 90 87 0.131 6.0 Ox 0 ShMt 39.1 165.0 st2 Bed 4 c 1772 104 111 0.165 6.0 Ox 0 ShMt 37.1 125.0 st2 BonusRm. h 1334 73 46 0.147 5.0 Ox0 ShMt 37.0 145.0 st1 BonusRm:A h 1334 73 46 0.186 5.0 Ox 0 ShMt 34.2 110.0 st1 Bonus Rrn B h 1334 73 46 0.122 5.0 Ox0 ShMt 28.8 190.0 st1 FamilyRm. c 1449 60 91 0.150 6.0 Ox 0 ShMt 18.3 160.0 st2 FamilyRm:A c 1449 60 91 0.132 6.0 Ox 0 ShMt 18.6 185.0 st2 Laundry c 506 16 32 0.140 4.0 Ox 0 ShMt 21.0 170.0 st2 W.I.C.2 h 277 15 5 0.133 4.0 1 Ox 0 ShMt 26.2 175.0 st1 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 PeakAVF 489 598 0.115 761 12.0 0 x 0 ShWetl st1 PeakAVF 271 162 0.122 614 9.0 0 x 0 ShtMeti -�- wrightsoft" 2022-Aug-0317:07.49 4M,.,,.1. 11."'. „"" Right-Suite®Universal 2022 22.0.03 RSU26941 Page 3 ACC ...ogue Estates Lot✓x3-boblLot3GriffingStreetrup Calc=NU8 Front Door feces:N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb6 Ox 0 429 507 87.6 0.128 646 12.0 Ox 0 ShMt rb3 Ox 0 331 253 97.7 0.115 608 10.0 Ox 0 ShMt wrightsoft" 2022-Fig-0317:07:49 A—k'1-,,,,,,„,,,,,,,,o,,,N,, Right-Suite®Universal 2022 22.0.03 RSU26941 ACCA/�� Page 4 ...ogue Estates L.W3-bobkLot3GriffingStreet.rup Cale=MJB Front Door faces:N Duct system multi orientation report Job: 0210214.225D.Lot3Griffing... Date: Jul 29,2022 AH-Lower Bv: 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#3 Griffing Street,Cutchogue,NY 11935 Group 1:(N)Group 2:(NE)Group 3:(E)Group 4:(SE)Group 5:(S)Group 6:(Sw)Group 7:(W)Group 8:(NW) Duct Name (IN FNE�0 =I r'S-S eg CFM eg St2e uctaStze eg CFM eg Size uct'Size eg CFMI eg Size ucfSize eg CFM eg Size uctSize §yMly Branches Basement I 117 h i 12x12 7 117 h 12x12 ' 7 I 117 h 12X121 7 117 h 12x12 7 Basement-A 117 h 12x12 6 117 h 12x12 L6 117 h 12x12 1 6 117 h 12x12 6 Basement C 117 h 12x12 6 117 h 12x12 , 6 ; 117 h 12x12 1 6 117 h 12x12 1 6 Bath 1 57 c ! 3x12 5 51 c ! 3x12 1 5 44 c UP 5 48 c 5 .Bath 2 68 c 2 65 c IBTWRM5 55 c PTH2 5 68 c OREM5 Bed 1 68 c 3x12 6 66 c 3x12 67 c 3x12 ! 6 66 c 3x12 Bed 1-A 68 c 3x12 i 6 66 c 3x12 6 67 c 3x12 6 66 c 3x12 6 Dining Rm. 18 h 11x12 ' 4 18 h 1x12 4 ! 18 h 1x12 4 18 h 1x12 4 F eo r 38 c 2x12 1 5 1 33 c 2x12 28 h 2x12 29 c 2x12 . der-A 38 c 2x12 1 5 1 33 c 12x12 Ac 4 29 c 2x12 ;Great Rm. 67 c 3x12 73 c 6 6 j 70 c 14x12 5 ;Great Rm:A 1 67 c 3 12 73 c 3 5 6 70 c 4x12Kitchen 113c 5x12 6 103 c i 5x12 ! 6 6 111 c 2 6Kitchen-A i 113c 5x12 1 6 ! 103 c 5x12 ! 6 6 111 c 6 Mud Rm. 72 h 3x12 15 72 h 3x12 5 72 h 3x12 1 5 72 h ! 3x12 5 W.LC.1 14 c 12 4 1 21 c ffL1 F112 4 26 c x12 4 1 17 c x 2 4 5, uWj Trunks st3 1 774 c 1 1 13 1 762 c ! 13 762 c 13 ' 764 c 1 ! 13 st4 182 h 1 1 7 ! 182 h , 7 182 h 7 i 182 h ; j 7 )Return Branches rb4 1 390 c 12x121 11 410 c i 12x12 1 11 1 429 c 112x12 1 11 ! 403 c 12x12 1 11 rb5 528 h 12x12 12 1 528 h 12x12 , 12 528 h 12x12 12 528 h i 12x12 1 12 Friction Rates Heating FR 0.093 0.093 0.093 0.093 1 I ,'Cooling g FR 0.093 1 0.093 1 0.093 0.093 2022-Aug-0317:07:49 ,I Wr1917tSOft"' Ri ht-Suite®Universal 2022 22.0.03 RSU26941 Pagel ACCA ...ogue Estates LoW3-bobU-ot3GriffingStreeLrup Calc=MJ8 Front Door faces:N Project Information For: Lot#3 Griffing Street,Cutchogue,NY 11935 DuctN,`a�me �S) (�S�Wi dui �+NVUe eg CFM eg Slze uu—cl Size eg CFM eg Size uctSize eg CFM eg Size ud-Size eg CFM eg Size uc[Size Supply 8upply Branches Basement 117 h 12x121 7 1 117 h 1 12x12 7 i 117 h 12x12' 7 117 h ! 12x12 7 Basement A 117 h 12x12, 6 1 117 h 12x12 6 117 h 12x12 1 6 1 117 h 12x12 6 Basement-C 117 h 12x12 1 6 ; 117 h 12x12 6 117 h 12x121 6 117 h 12x12 6 Bath 1 52 c 2 5 1 42 c PANES 5 ; 42 h 5 45 c 2 5 Bath 2 86 c 2 6 183 c 4x12 1 6 ! 63 c 4x12 66 c 2 5 Bed 1 61 c 3x1 2 5 59 c 3x12 67 c 3x12 6 72 c 3x12 6 Bed 1-A 61 c 3x12 5 59 c 3x12 67 c 3x12 6 72 c 3x12 6 Dining Rm. 18 h 1x12 4 18 h 1x12 ! 4 18 h 1x12 4 18 h 1x12 ! 4 'Foyer 33 c 2x12 28 h 2x12 28 h ! 2x12 28 h 2x12 'Fo er-A 33 c 2x12 28 h 2x12 4 28 h 12x12 28 h 2x12 Great Rm. 62 c 3 2 72 c 3 12 5 83 c 2 6 74 c 4x12 6 'Great Rm:A 62 c 3 72 c 1 5 83 c FIX 6 74 c ; 4x12 Kitchen 126 c 5x12 6 112 c 5x12 6 1 100 c 5x12 1 6 104 c 4 2 6 Kitchen-A 126 c 5x12 , 6 112 c 5x12 6 100 c 5x12 6 104 c 6 Mud Rm. 72 h 3x12 j 5 ! 72 h 3x12 5 72 h 3x12 5 72 h 1 3x12 5 W.I.C.1 j 13 h 1 4 j 20 c 12 4 31 c 4 24 c 1 2x12 ! 4 gu6kly Trunks st3 1 763 c 13 1741 c j 13 746 c I 13 j 757 c 13 'st4 182 h 1 7 182 h 7 182 h i 7 182 h j 7 ReturnBranches HA 378 c 12x12 1© 414 c : 12x12 1 11 448 c 12x12 11 427 c ! 12x12 ! 11 rID5 528 h 12x121 12 ; 528 h 12x12 12 528 h 12x1 2 112 1 528 h 12x12 1 12 Friction Rates Heating FR j 0.093 l 0.093 0.093 I 10.093 1 Cooling FR 0.093 j 0.093 0.093 0.093 1 wrigghtsoft" 2022-Fig-03 17:07:49 I. ,M,,,,, ,;, ,,,,a w o, ,,,, Right-Suite®Universal 2022 22.0.03 RSU26941 Page 2 ACCK ...ogue Estates Lot*-bobtot3GrifBngStreetrup Calc=MJB Front Door(aces:N Project Information For: Lot#3 Griffing Street,Cutchogue,NY 11935 !TRName I rest S,m,�al_e`st f�f3eglCFM� Reg Size Dud'Size Reg CFM Reg Size DuctSize ,Supply Branches Basement 117 h 1 12x12 7 117 h 12x12 7 Basement A 117 h 12x12 6 117 h 12x12 6 Basement C 1117 h 12x12 6 117 h 12x12 6 Bath 1 1,57 c j 3x12 5 42 c 2--x12 5 'Bath 2 '86 c 412 6 55 c 3x12 5 Bed 1 72 c 3x12 6 59 c 3x12 Bed 1-A p72 c 13x12 ; 6 59 c 3x12 W5 Dining Rm. 18 h 1x12 4 18 h 1x12 ! 4 Foyer ;38 c 2x12 5 28 h 2x12 4 Fo er-A 38 c 2x12 5 28 h 2x12 4 Great Rm. 83 c I 4x12 6 62 c 3x12 5 'Great Rm:A ;83 c 4x12 6 62 c 3x1 Kitchen 1126 c 5x12 6 98 c 4x12 6 Kitchen-A 1126 c 5x12 6 98 c 4x12 6 Mud Rm. I72 h 3x12 5 72 h j 3x12 1 5 W.I.C.1 31 c ! 2x12 4 13 h 11 112 4 u 1 Trunks ,. st3 j774 c 13 ! 741 c 13 5t4 1182 h 7 182 h 7 etum'Branches rb4 "8 c 12x12 11 378 c I 12x12 . 10 rb5 528 h 12x12 12 528 h , 12x12 112 Friction Rates Heating FR 0.093 0.093 ,Cooling FR ;0.093 ; 0.093 -�- wrightsoft, 2022-Aug-0317:07:49 ,��/C� a ,,,.,,a,�„„„,,, „«,�, Right-Suite®Universal202222.0.03RSU26941 Page ACCK ...ogue Estates L.W3-bob%Lot3GriffingStreetrup Cale=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 coolling load orientation -�- wrightsoft" 2022-Aug-0317:07:49 �roff. Right-Suite®Universal202222.0.03RSU26941 Page ACCX ...ogue Estates Lot#3-bob\Lot3GriffingStreeLrup Calc=MJ8 Front Door faces:N Duct system multi orientation report Job: 0210214.225D.Lot3Griffing... Date: Jul 29,2022 AH-Upper E yr 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#3 Griffing Street,Cutchogue,NY 11935 Group 1:(N)Group 2:(NE)Group 3:(E)Group 4:(SE)Group 5:(S)Group 6:(SW)Group 7:(W)Group 8:(NW) Duct Name I;+ �iNE�� (�Ea eg EFM eg Size �tict Slze eg CFM eg Size ucYSize eg 6FM eg Size ucfSize eg CFM eg Size uctSize ,Supply Branches Bath 3 38 h 1 12x12 4 38 h i 12x12 4 58 c 12x12 5 1 40 c j 12x12 4 (Bath 4 101 c 12x12 6 94 c ; 12x12 6 ; 74 h 12x12 80 c 12x12 5 Bed 2 85 c 12x12 6 84 h 12x12 6 84 h 12x12 6 89 c 12x12 6 Bed 3 1 90 h 12x12 6 90 h 12x12 6 90 h ! 12x12 6 91 c 12x12 6 Bed 4 111 c 12x12 6 104 h 12x12 6 104 h 12x12 6 114 c 12x12 j 6 Bonus Rm. 73 h 12x12, 5 73 h 12x12 5 73 h 12x12 5 73 h 12x12 5 Bonus Rm:A 73 h 12x12 5 73 h 12x12 ; 5 73 h 12x12 1 5 73 h 12x12 5 Bonus Rm:B 1 73 h 12x12 5 73 h 12x12 5 73 h 12x12 5 73 h 12x12 5 !Family Rm. 91 c I 12x12 11 6 90 c 12x12 6 87 c 12x12 6 82 c I 12x12 5 Family Rm.-A 91 c 12x12 6 90 c 12x12 6 87 c 12x12 6 82 c 112x12 1 6 Laundry 32 c 12x12 4 36 c 12x12 46 c 12x12 5 1 36 c 12x12 112111111111111 W.LC.2 15 h ! 12x12 4 15 h 12x12 4 15 h 12x121 4 ! 15 h 12x12 ! 4 &u—pply Trunks st2 598 c 12 1 562 c 528 c 1 574 c 1 "St1 271 h 9 271 h 9 , 271 h l 1 9 1 271 h 9 Retum Branches 'rb6 1 507 c 12x12! 12 ! 472 c 12x12 12 441 c 1 12x12 1 492 c 12x12 1 12 rb3 ; 331 h 12x1 2, 10 331 h 12x12 10 331 h . 12x12 10 331 h ! 12x12 ; 10 i riction,Rates Heating FR ! 0.115 0.115 0.115 0.115 C Iloo ngFR 0.115 i0.115 ! 0.115 ' 0.1151 * wrightsoft, 2022-Aug-0317:07:49 ^lc—t— Right-Suite@ Universal 2022 22.0.03 RSU26941 Page 5 /OCA ...ogue Estates Lot#3-bob%Lot3GriffingStreet.rup Calc=MJ8 Front Door faces:N Project For: LoW3 Griffing Street,Cutchogue,NY 11935 Duct Name ,w•Sj �.-M& � `1 K(IN1N eg CFM eg Size udSize eg CFM eg Size uct'Size eg CFM eg Size udSize eg CFM eg Size RI)Size Supply Branches Bath 3 1 38 h ! 12x12 4 38 h 12x12 4 48 c 12x12 5 38 h ! 12x12 Bath 4 82 c 12x12 5 74 h 12x12 5 74 h 12x12 5 82 c 1 12x12 5 Bed 2 100 c 12x12 6 1 100 c 12x12 6 97 c ! 12x12 6 j 90 c 12x12 ! 6 Bed 3 1 102 c 12x12 6 103 c 12x12 6 100 c 12x12 6 93 c 12x12 6 Bed 4 133 c ! 12x12 6 131 c 12x12 6 1 120 c I 12x12 6 116 c 12x12 6 Bonus Rm. 73 h 12x12! 5 73 h 12x12 5 ' 73 h 12x12 5 73 h 12x12 5 Bonus Rm:A 73 h 12x12 5 73 h 12x12 5 1 73 h I 12x12 5 73 h 12x12 15 Bonus Rm:B 173 h 12x12 5 73 h 12x12 5 73 h 12x12 5 73 h 1 12x12 1 5 Tamily Rm. 79 c 12x12 5 73 c 12x12 5 71 c 12x12 84 c j 12x12 , 6 �F, amity Rm:A ! 79 c 12x12 6 173 c 12x12 5 71 c 12x12 84 c 112x12 6 Laundry 32 c 12x12 37 c 12x12 4 48 c 112x12 5 37 c 12x12 W.I.C.2 ! 15 h l 12x12! 4 ! 15 h 12x12 1 4 j 15 h 12x12. 4 j 15 h 12x12 ; 4 u I Trunks 's2 607 c 12 ! 583 c ! 11 551 c 1 585 c ' 11 st1 271 h 9 271 h l 9 1 271 h 9 271 h ! 9 etum Branches rb6 527 c 12x12 12 510 c 12x12 12 480 c 12x12 12 502 c ; 12x12 12 rb3 331 h 12x12 j 10 331 h 12x12 10 1 331 h 12x12 10 331 h ! 12x12 10 Friction Rates Heating FR 0.115 0.115 0.115 0.115 Coo Inl g FR j 0.115 1 0.115 0.115 0.115 ! ` wrightsoft- 2022-Aug-0317:07:49 Right-Suite®Universal 2022 22.0.03 RSU26941 Page AC CA ...ogue Estates Lotk3-bob\Lot3GriffingStreet.rup Cale=MJ8 Front Door faces:N , Project Inf• • For: Lot#3 Griffing Street,Cutchogue,NY 11935 tct�Name �La�"est Smalest Reg GFPA Reg Size DucfSize Reg CFM Reg Size DuctSizs 6 upply Branches Bath 3 58 c 12x12 5 38 h 12x12 ,Bath 4 101 c 12x12 1 6 74 h 12x12 5 Bed 2 100 c 12x12 6 84 h 12x12 6 Bed 3 103 c 1 12x12 6 90 h 12x12 6 Bed 4 1133 c 12x12 6 104 h 12x12 1 6 Bonus Rm. 73 h 1 12x12 5 73 h 12x12 j 5 (Bonus Rm:A 73 h 12x12 5 73 h 12x12 5 Bonus Rm.-B 173 h 12x12 5 73 h 12x12 5 Family Rm. :91 c 12x12 6 71 c I 12x12 5 Family Rm:A ;91 c 12x12 6 71 c 12x12 Laundry 48 c 12x12 5 32 c 12x12 4 W.I.C.2 J15h 12x12 4 15 h 12x12 j 4 -61 TrunksIS 'st2 607 c j12 528 c I 11 st1 271 h 9 271 h 9 etum Branches rb6 527 c I 12x12 12 1 441 c 1 12x12 11 rb3 331 h 12x12 10 331 h 12x12 10 Friction Rates Heating FR �0.115 r .0.115 ,Cooling FR ;0.115 0.115 -114k- wrightsoft" 2022-Aug-0317:07:49 nMn.k-I.w-""',.wco,.r.,, Right-Suite®Universal 2022 22.0.03 RSU26941 Pagel /� ...ogue Estates LoW3-boblLot3GriffingStreetrup Calc=MJ8 Front Door Faces:N • T 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 coolling load orientation -�- wrightsoft, 2022-Aug-0317:07:49 ^C ,m,,,,� „„,,, „o N , Right-Suite®Universal202222.0.03 RSU26941 Page ,04C 1 ...ogue Estates Lotf#3-bob\Lot3GriffingStreet.rup Calc=MJ8 Front Door faces:N •T J _ lot#3 Griffing Street Cutchogue, NY 1111935 - v Builder: Robert Fischer I This report is based on a proposed design and does not confirm field enforcement of design elements. THIS i r 1 HOME IS CERTIFIED TO MEET THE F {p 1 i 2018 INTERNATIONAL ENERGY CONSERVATION r { x Building Features 4 Ceiling Vaulted Roof, R-42 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-19 Duct Leakage to Outside 25 CFM @ 25Pa (0.661100 W) ; Foundation Walls R-10 Total Duct Leakage 65 CFM @ 25Pa (Post-Construction) Framed Floor R-30 Heating Furnace• Natural Gas• 95 AFUE Slab R-0.0 Peri.meter, R-0.0 Under Cooling Air Conditioner• Electric• 16 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater• Natural Gas •0.95 Energy Factor Window U-Value: 0.29, SHGC: 0.29 l r i As a 3rd party extension of the code jurisdiction utilizing these reports,1 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 ratio is Confirmed,I certify that the address referenced above has been ins ecteditested and i 9 P Pe P PP 9 fY P s 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. 4 a Name: Michael Catalano Signature: 114C C'el cal-c6z"zee ' Organization: Green Guru LLC Digitally signed: 8/7122 at 1:47 PM 3 z I Ekotrope RATER-Version 4.0.1.2965 t 20181ECC compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. 1 Ekotrope RATER Is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. f Ekotrope disclaims all liability for the information shown on this report j New York ECCC 2020 Performance Compliance Property Organization Inspection Status lot#3 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 1111935 Michael Catalano 0210214.225D.Lot3GdffingStreet119 Builder Robert Fischer This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating $1,940 $1,767 Cooling $214 $203 Water Heating $286 $286 Mechanical Ventilation $52 $41 SubTotal Used todeterm�ine_compliance- 2,492___. Lights&Appiiences w/out Ventilation $1,542 $1,542 Onsite generation $0 $0 _$4,034 R405.3 Source EnergyException:The proposed home uses 13.6 MBtu LESS source energy than the reference home. Requirements 405 3• Performance based compliance passes by 7 9% _J R402.4.1.2 Air Leakage Testing Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. R402.5 Area-weighted average fenestration SHGC R402.5 Area-weighted average fenestration LI-Factor R404.1 Lighting Equipment Efficiency R403.61 Mechanical Ventilation Efficacy Ma.ndatorj%code requi�errients that ate not" __ ._. _ _._ _ _.__ .__ lviandatary Checklist checked by R403.6 Mechanical Ventilation Rate i R405.2 Duct Insulation Design exceeds requirements for New York ECCC 2020 Performance compliance by 7.9%. 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 verifted as such by another party. Name: Michael Catalano Signature: >1'ific6ae1(�a&&,ztp, Organization: Green Guru LLC Digitally signed: 8/7/22 at 1:47 PM Ekotrope RATER-Version 4.0.1.2966 New York ECCC 2020 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. 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. Energy Code Inspection Checklist Property Organization Inspection Status lot#3 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 1111935 Michael Catalano 0210214.225D.Lot3GriffingStreet119 Builder Robert Fischer General Building Information Conditioned Area (sq ft) 5,668 Conditioned Volume(cubic ft) 49,135 Insulated Shell Area(sq ft) 12,112.18 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 Name: Slab(1,895 s.f., 179.6 ft. exterior perimeter) R-0 perimeter insulation, R-0 under slab insulation. Framed Floor Name: Second Floor (623 s.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]: 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 (3,848 s.f.) *— R-0 continuous insulation, R-19 cavity insulation Insulation Grade: I Name:Walls Garage (335 s.f.) 1 R-0 continuous insulation, R-19 cavity insulation Insulation Grade: I Energy Code Inspection Checklist Property Organization Inspection Status lot#3 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 1111935 Michael Catalano 0210214.225D.Lot3GriffingStreet119 Builder Robert Fischer Rim Joist Name: Rim (179.6 s.f.) R: 19.00 Name: Rim to Garage (37.3 s.f.) R: 19.00 Name: Band (248 s.f.) R: 19.00 Ceiling / Roof Name: Ceiling (2,833 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: W1 H (9 s.f.), U: 0.290, SHGC: 0.29, Orientation:SOUTH—WEST j Name: W1 H (9 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH—WEST Name:W2G (4 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH—WEST Name:W3A(18 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH—WEST 2 Name:W3A(18 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH—WEST Energy Code Inspection Checklist Property Organization Inspection Status lot#3 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 1111935 Michael Catalano 0210214.225D.Lot3GriffingStreet119 Builder Robert Fischer Name: W3A(18 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH—WEST Name:W4k(9 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH—WEST Name:W5r) (13.3 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH WEST �-- Name:W5D (13.3 s.f.), U:0.290, SHGC:0.29, Orientation: SOUTH—WEST Name:W5D (13.3 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH WEST Name:W3A(18 s.f.), U:0.290, SHGC: 0.29, Orientation:SOUTH WEST Name:W3A(18 s.f.), U: 0.290, SHGC: 0.29, Orientation:SOUTH—WEST .031 Name: Front Door(8.3 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH—WEST �-- Name: W66 (17.3 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH—WEST [3, Name:W613(17.3 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH—WEST Name:W3A(18 s.f.), U: 0.290, SHGC:0.29, Orientation: SOUTH—EAST Name:W3A(18 s.f.), U-. 0.290, SHGC: 0.29, Orientation:SOUTH �i -EAST f� Name:W3A(18 s.f.), U: 0.290, SHGC:0.29, Orientation: SOUTH—EAST a Name:W3A(18 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST Name: W3A(18 s.f.), U: 0.290, SHGC:0.29, Orientation: SOUTH—EAST Name:W3A(18 s.f.), U: 0.290, SHGC: 0.29, Orientation:SOUTH—EAST Name:W7J (10.5 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—WEST Name:W81 (14.3 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—WEST 3 Energy Code Inspection Checklist Property Organization Inspection Status lot#3 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 1111935 Michael Catalano 0210214.225D.Lot3GdffingStreet119 Builder Robert Fischer ��----� Name:W613 (17.3 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—EAST Name:W613(17.3 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH EAST Marne:W66 (17.3 s.f.), U:0.290, SHGC:0.29, Orientation: NORTH—EAST l--1 Name:W613(17.3 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—EAST j Name: W613 (17.3 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—EAST L3 Name:W613 (17.3 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—EAST 0 Name:W613(17.3 s.f.), U: 0.290, SHGC:0.29, Orientation: NORTH—EAST Name:W8H (9 s.f.), U:0.290, SHGC: 0.29, Orientation: NOR I H—EAST �--� Name: W9F(22 s.f.), U: 0.290, SHGC:0.29, Orientation: NORTH—EAST Name:W10E (10.5 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—EAST Name:W10E(10.5 s.f.), U:0.290, SHGC: 0.29, Orientation: NORTH—EAST Name:W10E (10.5 s.f.), U:0.290, SHGC:0.29, Orientation: NORTHEAST Name: Slider(72.5 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—EAST Skylight None Present Mechanical Ventilation Mechanical ventilation syste-i rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: ERV, 18 hrs/day, 35 Watts Mechanical Equipment 4 Energy Code Inspection Checklist Property Organization Inspection Status lot#3 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 1111935 Michael Catalano 0210214.225D.Lot3GdffingStreetl19 Builder Robert Fischer 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 1—Ii Water Heating (4) •Natural Gas - 100% Hot Water Load @ 0.95 Energy Factor Air Leakage Control f; Test Status: Blower-door tested House is air-sealed as to achieve 2,457 CFM50(3.00 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. 20121ECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the 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 Leakage to Outside specified as: 25 CFM @ 25Pa(0.66/ 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(1.33/100 ft2) Total Leakage specified as: 65 CFM @ 25Pa(Post-Construction) 5 Energy Code Inspection Checklist Property Organization Inspection Status lot#3 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 1111935 Michael Catalano 0210214.225D.Lot3GriffingStreetl19 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 lnspec:l n Siatns lot#3 Gritting Street Green Guru LLC Results are projected Cutchogue,NY 1111935 Michael Catalano 02102,i4.2250.Lot3GriffingStreetII935 Builder Robert Fischer 11,1111111'Fillllll Buildin�11, rmation Number Of Bedrooms- - 4 - Number Of Floors 2 Conditioned Floor Area[sq,ft.j 5,668 ; Has Electric Vehicle Ready Space No - Unconditioned,attached garage? Yes , Conditioned Volume[cu.ftj 49,135 - - •__ __._________._-_____ - Tot_al Units in Building _ __. _._.�.. __-_._.__ _ '____. Residence Type_ Single family detached Number of Number Floors in Building r Floo - _ - Community •RESNET/IECC20QfiClimateZene" "` ' .__..-.4A.._...___.-._,._.._.._.._-___._--_..___._.__.___ _. ._.a.__ , [7F�DWcondftlorim,dL ation Wall Nae Library type Height Above Grade Depth Below Grade Perimeter Location Cn..losi-•g conditionedi R-10 Draped,FulI0, 11 7 239.58 Exposed Exterior Conditioned Space I R 10 Draped,Fu1101 1i 7I 24.58 Exposed Exterior Conditioned Space Foundation Wail Library List Name Feet From Wall Top•ro Feet From Wall Top To is Fully Insulated Continuous R-value Cavity R.alue Effective Insulation;.'. Continuous Insulation Continuous Insulation value Top Bottom -10 Draped,Fuld N/A, NIA; Yesl 10.00 NIA NIA ro'Name Library type Perimeter Floor Grade Carpet R Exposed Surface Area location Enclosing Masonry Area Slab! Uninsuiated 179.6' Below Grade 1.23 01 1.895.0 fts Exposed Exterior Conditioned ISpace Slab Libriry Hist Name Wail Construction Slab Complete Underslab Perimeter Perimeter Thermal Break Elective R-value Type Insulate_?Insulation Width a111 Insulation Depth[ftj Insulation R Value Jninsulated: Wood Frame/Other` No 0 0 0! No 0.00 Building Summary Property Organization Inspection Status lot#3 Gritting Street Green Guru LLC Results are projected Cutchogue,NY 1111935 Michael Catalano 0210214.225D.Lot3GHMngStreet11935 Builder Robert Fischer Framed i=ioor Name Library type Carpet R Floor Grade Surface Area Location Second Floor R30 1.23� Above Grade 623.0 ft=i Unconditioned,attached I garage Framed i=#oor Library List Name Effective R-value R301 26.977 Rim Joist Name Library type Surface Area Location Sandi R19.0 248.0 ftti Exposed Exterior' Rim( R 19.0; 179.6 ftZ{ Exposed Exterior I Rim to Garage R 19.0. 37.3 ft'f Unconditioned,attached garage I ROOMIER Library List Name Effective Insulation R-value R 19,0 19.00 Mim w Name Library type Surface Color Surface Area Location Wafts R-19' Medium; 3,848,011:1 Exposed Exterior Walls Garage RAT Medium 335.0 ft=j Unconditioned,attached garage 2 Building Summary Property Organization Inspection Status lot;;3 Griffing Street Green Guru LLC Results are projected Cutchogue,NY 1111935 Michael Catalano 0210214.225D.Lot3GrifliingStreet11935 Builder Robert Fischer illlali ibrary lasts Name Effective R-value R-19' 16.798' Gla,ing. Name Llbrary Type Walt Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surtace Area Assignment Wall Depth Top Bottom Assignment Front DoonDbuLoE-Wood Walls. j Yesl 1 4 8.2 Southwest 8.3 ft2 2929 Slider'DbULoE-Wood Walls Yes 1! 15 22.5 Northeast 72.5ft2 2929 I W10E!0bIfLoE-Wood! Walls' j Yes4 1, 3 7.5 Northeast 10.5 ft= 29291 W10E(Dbl/LoE-Wood Walls Yes 1; 7 11.5 Northeast 10.5 R2 !P 29291 W10E ObttLoE-Wood I Walls. ! Yes; 1! 10.4 14.9 Northeast 10.5 ft2 2929 W1H(DbULoE-Wood`1` Walls' Yesl 1, 0.8 3.8 Southwest 9.Oft2 ` 2929; i W1 H DbltLoE-Wood Walls Yes T 0.8 3.8 Southwest 9.0 2929I ft2 { j W2GIDbVLoE-Wood Walls Yes? 1, 1.3 3.3 Southwest 4.0 ft2 I 2929 1 W3AiDbNLoE Wood Walls' j Yes 1 4 10 Southwest 18.0 ft2 29291 ! W3A!Dbt/LoE-Wood'{ Wails j Yes 1' 4 10 Southwest 18.0 ft2 f 292911 I W3A DblfLoE-Wood! Walls Yes 11 7 13 Southwest 18.0 1? 29291 W3A`DbllLoE Wood Walls: Yes! 1' 4 10 Southwest 18.0 ft2 ` 2929 W3A!DbVLoE-Wood Walls ! Yes 1; 4 10 Southwest 18.0 ft2 29291 W3AIDbVLoE-Wood I Walls, i Yes' 1, 2.2 82 Southeast 18.0 ft2 2929 W3A!Db[fLoE-Wood! Walls, Yes! 1� 8.8 14.8 Southeast 18.0 ft2 f 2929 I i W3A}0bttLoE-Wood Walls a Yes! 1: 16A 22.1 Southeast 18.0 ft2 4 29291 j 4 W3AJDbVLoE-Wood+ Walls I Yesi 1; 8.6 14.8 Southeast 18.0 ft2 1 29291 j W3A,DbVLoE-Wood I Walls Yes! i' 7.9 13.9 Southeast 18.0 ft2 2929; ! i W3A1DbItLoE-Wood Walls Yesj 1' 7.9 13.9 Southeast 18.0 112 2929 W#DbULoE-Wood! Walls Yes; 1 7 10 Southwest 9.0 ftz 2929] W5D';DbVLoE-Wood j Wails Yes 1 0.6 5 Southwest 13.3 it- 29291 3 1 ' Building Summary Property Organization Inspection Status lot#3 Griffing Street Green Guru LLC Results are projected Cutchogue.NY 1111935 Michael Catalano 0210214.225D.LO13GrlfringStreet11935 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 W5D1DbVLoE-Wood Walls i Yesl 1;i 0.6 5 Southwest 13.3 ft' 29291 I ` W5DIDbVLOE-Wood Walls, Yes! 1; 0.6 5 Southwest 13.3 ft' 2929! W6B,DbVLoE-Wood Walls 1 Yes) 1.4' 4 9.3 Southwest 17.3 ft' I 2929+ I W6BIDb1 LoE-Wood Wails Yes IA; 4 9.3 Southwest 17.3 ft' 29291 ! 1 W6B Dbl/LoE-Wood Walls I Yesl 1 3.3 8.7 Northeast 17.3 ft' 29291 ! ! t W6BjDbVLoE-Wood I Wails Yes! 11 4.7 10 Northeast 17.3 ft= 2929 ! W6B DbIJLoE-Wood i Walls, Yes 1! 3.3 8.7 Northeast 17.3 ft' 29291 i W68 DbVLoE-Wood Walls Yes 1; 3.5 8.8 Northeast 17.3 ft= 2929, I W6B DDVLoE-Wood Wails Yesl 1' 5.7 11 Northeast 17.3 ft' 2929 W6B DbVLoE-Wood Wails, I Yes! 1 5.7 11 Northeast 17-3 ft' 2929, ' j W6B DbVLoE-Wood! Walls; Yes 1: 3.5 8.8 Northeast 17.3 ft' 2929 W7J DbVLOE-Wood Walls, Yes! 11 3 6.5 Northwest 10.5 ft' 2929 W8HIDbVLoE-Wood Walls ! Yes i 1 0.1 3.1 Northeast 9.0ft= L2929 I 4 I W81IDbItLoE-Wood Walls Yes[ 1, 3 6.5 Northwest 14.3 ft' 2929 I i W9F DbVLoE-Wood Wails Yes! 1: 14.3 18 Northeast 22.0 ft' 2929 ' y OMENESS rDbUL.E zing Library ListNameShgc U•factor -Wood 2929I 0.29 0.290 Sicyiight None Present fm ht Library List None Present 4 Building Summary Property Organization Inspection Status lot#3 Griiflng Street Green Guru LLC Results are projected Cutchogue,NY 1111935 Michael Catalano 0210214.225D.Lot3GriiTingStreet11936 Builder Robert Fischer AV QpaCll!@ Do41` Name Library Type Wall Assignment Foundation Walt Emit[ance Solar Surface Color Surface Area Location Assignment Absorptance Front Doorl 2-1/4 Wd solid Walls; ; 0.9 0,751 Medium 1=4.1 IF Exposed Exterior core!, y I ti a k Rear Sliiderf ' 2-114 Wd solid Wailsj 0.9. 0.751 Medium 19.7 IF Exposed Exterior core. I Side Door 2-1/4 Wd solid, Wafts, 0.91, 0.751 Medium 23.5 lt2 Exposed Exterior core € i Op que Doan Llbrary List Name Effective R-value 2-1/4 Wd solid core Roof Insulation Name Library lay or Concrete Roof Surface Color Surface Area Location Tiles Ceiling R 42,Vaulted 2,833: tool Medium 2,8310 ft2 Vaulted Root INNER Raaf'Insulation ibrary I_IStION Name Has Radiant Barrier Effective R-value R-42,Vaulted` No; 30.247 rM3AMCHat50Pa1 se Infiltratioon Measurement Type She ter ClassBlotiter door tested 2 G t Building Summary Property Organization Inspection Status loW3 Gritting Street Green Guru LLC Results are projected Cutchol NY 1111935 Michael Catalano 0210214.225D.Lot3Gri,iingStreetll935 Builder Robert Fischer #Mechanic VentilationNVentilation Type Ventilation liN ft' Operational hours Fan tts Runs 1 ,,e,1yME,1MgyRM.....y Md6l Number Manufacturer f Minute] per day three hours Percent ERVI 150 CFM; 18 35 W-acts Yes 651 { ¢nmeasured}'I i l.tghfing %Interior Fluorescent °t°lnteAorLED LPRIM %Exterior LED Lighting %Garage Fluorescent %Garage LED Lig ling Lighting Lighting Lighting 4 100 01. 1003 0: 0 i ri�Genefation NoneWet 4nsite Generation Libra list None Present 011 Saia�-GenerationWMM= None Present Dehumidifier NOW Nana Present Qehurnicii per�. brary List None Present Building Summary Property Organization Inspection Status loW3 Gritflng Street Green Guru LLC Results are projected Cutchogue,NY 1111935 Michael Catalano 0210214.225D.Lot3GridingStreet11935 Builder Robert Fischer r11MEW e fan None Present Whole House an �ibrarky l.is# None Present RINI Conci #Ion�ng E uipment8=41=1111M Name Library type Serial Number Heating Percent toad Cooling Percent Load —Water Percenn Location Load Air conditioner(2) 16SELRAIC 2 ton 0%i 33% Conditioned Space Air conditioner(3) 16SEER A1C 3ton, i_ 0%J 67% 0%` Conditioned Space Fuet fired air j tnsLGas8oi1126K 95' 1 100%], 00,0` 0°.5; Conditioned Space distribution(1)� Water Healing(4)� Demand-Gas95ef. 0%1 0% 1000W Conditioned Space Equip en#T�rpe16SEER.A/.�2 fon _EquiRTeRtTyps _v__ __:. _ _ ry 4Air ca icli4oner Fuel Type x Electric t3istnbutlon Type Motor Type ECM(Variable Speed)- ._... .. ...k Cooling Capacity[kBtWh] 24 Equ pment'fpe: 16SEER Ate 3#on Equ3pmen#Type Fuel Type Electric Motor Type ECM(Variable Speed) CoolUng Efficsency Cooling Capacity[kBtulh] 36 7 Building Summary Property Organization Inspection Status lott 3 Gritting Street Green Guru LLC Results are projected Cutchogue,NY 1111935 Michael Catalano 0210214.2250.Lot3GrittingStreet1i935 Builder Robert Fischer Equipment'Tjtpe: �eman�-Gas95�f Equipment Type Residential Water Heater Fuel Type Natural Gas Distribution Type_ .._. _ _ Hydronie Delivery(Radiant} Hot WAier Efficiency 0.95 Energy Factor Tankfess? r_._ _. Yes ! Equipment Type..tnst.Gas'Boii28 95 Furnace j Fuel Type Natural Gas ___. _, r r Qistribution Type_:_. __. Forced Au Motor Type ECtvt(Variable Speed) Heating Eftciency 95 AWEL + _.y_�,__. .__ _.___..�.____._...___.�..�_.._ .:_.._..� Heating Capacity[kBtu/hj f - 11-1'28 [1se.detautf EAE _._ -=1,203 8 Building Summary Property Organization Inspection Status lot#3 GriiTing Street Green Guru LLC Results are projected Cutchogue,NY 1111935 Michael Catalano 0210214.225D.Lot3GriiTingStreet11935 Builder Robert Fischer DME F' AILigsium istribution S}►stem Distribution Type ForcedAir Heating Equipment Fuel-fired air distribution(I) Cooling Egiaipment Y _ __... _._.: _w Airconditioner(2)____�_ Sq.Feet Served 3,791 Supply Quct RValue 8 _ Suppiy Duct Area[ft�j 767.7 _ Return Duct.Area j�� �_.._-. __ro�___.._:_..__ _ Lealtagato Qutdoors 25 CFM @ 25Pa(0.66/100 W) Tot'f leakage Total Leakage Duct Test Conditions Post-Construction - tlsebetault Duct 1 Nod Eocation Candrtiai ed Space 100 Percent Return Area'. 00 �. Duct Locatiari' Conditioned pace Percent Refum Area 0 _. __ ! Ducf'Location _._a_. __ Condi{<onedSpace ___.� Percent Supplykea Percent Return Area. __ � • , Conditioned Space Percent Supply Area 0 Percent Return Area Duct 5 t}uct Location. Condrtioned Space _ . - - _� Percent Supply Area 0 Percent Return Area Q _ _ _ _- .__ _.__ _._._ ._ _------- _ _.: ----_.-_ Duct 6 Duet'Location Conditioned Space_:____,_ Percent Supply Area 0 Percent Return Area 0 _ s 9 Building Summary Property Organization Inspection Status lot;#3 Grilling Street Green Guru LLC Results are projected Cutchogue,NY 1111935 Michael Catalano 0210214.225D.Lot3GriMngStreet11935 Builder Robert Fischer Big; gil Disiributian System Distribution Type - Forced Air Heating Equipment Fuel-fired air distribution(1) Cooling Equipment _----._:_ -__Air conditioner(3) _ __.. Sq.Feet Served 1,877 -#Return Grilles _1 Supply Duct R Value 8 Return Duct R Value 8 Supply Duct Area[ft2] - -. - 380.1 Leakage to Outdoors 25 CFM @ 25Pa(1.331100 W) Total Leakage - 65 CFM25 Total Leakage Duct Tesibondi_ti_o_ns - Post-Construction Use Defeuit Flow Rate - Yes Duct 1 Duct Location Conditioned Space 1 -c .._ - Percent Supply Area 100 Percent Return Area 100 _ Duct 2 _ -- - -- -- Duct Location Conditioned�Sp-- ---ace Percent Supply Area 0 Percent Return Area - - v_ LL 0 _---------_._ Duct 3 Duct Loca(on Conditioned Space Percent Supply Area 0 Percenf Return Area- 0 Duct 4 _ Duct E anon - _Conditioned S ace _. ___---- --------- -- - ._ ---- Percent Supply Area 0 Percent Return Area 0' _. . ..__ ..__...__, _._. Duct 5- Duct Location __ Conditioned Space Percent Supply Area 0 Percent Return Area _ 0 i Duct 6 Duct Location _ _ CondlUaned Space_ _ Percent Supply Area 0 `Percent Return Area _ 0 HVAC Grading. HVAC Grading Not Conducted - Ce1E ng Fan Has Ceding Fan No Cfm Per Watt 100 10 Building Summary Property Organization Inspection Status lot�3 Gritting Street Green Guru LLC Results are projected Cutchogue,NY 1111935 lvIlchael Catalano 0210214,225D.Lot3Gr ingStreeti1935 Builder Robed Fischer 1A/ater t3f ibut�OCl Water Fixture Type__- �_ Sfanitard= , Use Default Floc Water Pipe Length No Hot Water Pipe Length[ft]_: At Least R3 Pipe Insulation?._. Yes --� Hof Wat:4 Recirculation Sysit----? _.. �. Recirculation System Pipe Loop Length[ft] 3Q Drain Water Neat Recovery _ No CIO#IlBS Cll /t'TMIN Fuel Type Natural Gas Fleltl Utiilzatzon __ _ Moisture SensirigM is Outside Conditioned Space No Defaults Type Custom Cio#hes�Itasher Label EnergyRaitrtg.-_.._.__. Annual Gas Cost S12.00 Elecfnc Rate• _ - SQ 12lkWh Gas feat® 51.09 i herm_ tmef 2.06 Qefautts T _e ENERGY STAR ..t Load Type _ Front-load LoaaS_Per Week _ _ _. i is Outside Conditioned Space No Clothes WishMGM erAvatiabte ' �S�WaSI1�t dishwasher Efficrenejr_ 391 kWh 71 Dishwasher Size Standard Annu_ai Gas Gust $33 12 Electric Ratep .. _.r_r_._.. 301?/icVifh'w -Gas`.Rate 51 09tTheml is Outside Conditioned Space No Appi�an�es and Gantcots Range/Oven _- Fuel Natural Gas Convection tJven? - 1°es lnductian Range? Yes _4. 'RangelOven 4utsidepConditianed Space?_ No Refrigerator Cyonsump-ion 691 kWhfYear Refrigerator Outside.Conditioned Space? No 11 Building Summary Property Organization Inspection Status roti#3 Griffing Street Green Guru LLC Results are projected Cutchogue,NY 1111935 Michael Catalano 0210214.225D.Lot3GrlfrmgStree111935 Builder Robert Fischer Notes 12 b 6 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.la nza @town.southold.ny.us> Sent:Thursday,April 20,2023 11:00 AM To:Jarski,John<johnj@southoldtownny.gov>;Verity, Mike<Mike.Verity@town.s6uthold.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 1 1 • ' • ' • VAROUGH FRAMING& 01711 no PLUMBING Hm@- , ' MW/tRI T • • 1 AV 0 7Dff?orjv I • / r • ' 1 � � • MAKE � � a • , I NMI V _ . _ � I � I I �►I A, I I / , . , . D . . 'ix 'o.AS fat'r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 IDy'�oi Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnl.gov f Date Received APPLICATION FOR BUILDING PERMIT F Office Use Only PERMIT N0. ,6or Building Inspector: JUL 1 9 ,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(Page 2)shall be completed. Date:07/19/22 OWNER(S)OF PROPERTY: Name:Robert Fischer SCTM#1000-102-05-9.8 f _ Project Address:Lot 2 Griffing Street,_Cutchogue NY 11935 Phone#:631-767-9933 Email:RFIS641100@YAHOO.COM Mailing Address:Lot 2 Griffing_Street Cutchogue NY 11935 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 J Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony_Pogillo AMP Architecture Mailing Address:10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092..-------------1 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone M Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? Dyes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Lot Intended use of property:Single Family.Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB/ NC this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitte By i t nam i le Sar is AMP Architecture IgAuthorized Agent ❑Owner Signature of Applica t: Date: 07/19/2022 STATE OF NEW YORK) SS: COUNTY 01`5� Michelle Sarabia AMP Architecture being duly Sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above na ed, (S)he is the (M kA ( ntractor,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 k owl dge and belief;and that the work will be performed in the manner set forth in the application file therewith. , BARBARA H.TANDY Notary Public,State Of New York Sworn before me this No. 01TAlsomoo1 Qualified In Suffolk County day of 20C�•� I Commission Expires 01/13/20 a 3 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, 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 Print Owner's Name 2 BUILDING DEPARTMENT-Electrical Inspector �O� CGy TOWN OF SOUTHOLD o �` ' Town Hall Annex- 54375 Main Road - PO Box 1179 0 x Southold, New York 11971-0959 y apt Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov� seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: o'jr;►b:?, 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 D I request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORM ION (All Information equired) Name: VJ11A A" _V,F, .0,'. Address: i (31 MA le Cross Street: Phone No.: Bldg.Permit#: Q email: J�JnyteAy-, D k yt ,PIC, Tax Map District: 1000 Section: Block: I ILot: BRIEF DESCRIP ION OF WORK, IN LUDE SQUARE FO GE (Please Print Clearly): WFDOVAlly) 36o A Square Footage: Z�3 Circle All That Apply: Is job ready for inspection?: ❑ YES 2NO ❑Rough In Final Do you need a Temp Certificate?: 14ES ❑ NO Issued On 3 Z3 23 4. vdtPA Temp Information: (All information required) Service Size 1/1 Ph❑3 Ph Size: A # Meters�_ Old Meter# New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals Qfl R2 H Frame Pole Work done on Service? py FL�?L Additional Information: PAYMENT DUE WITH APPLICATION 31 aLt1 a3 �+ 1� 2C.4r lo40� 9 13 P4 4 g 3o 0 U 00 -(RECY SERVICE i A, -- 21 Frowein Road Center Moriches NY 11934 631-874-2098 info@puccioelectriceorp.com Job Name& WlUdmch RE - Lot# AddressC2 I, A/C Units AMP 01 Arc Fault Breakers r C 31 Breakers Used o� f Ceiling.Fans j ti Dish Washer APR 17 2024 ':'' ( r "'t Dryer(s� A. ELECTRIC 1 Dual Function Breakers Exhaust Fans Fan Speed Control Fire Place ELECTRIC Florescent Lights GFI Breakers GFI's rr d Heat Sensors J Hi Hats Sv Lights POOL/'Spa --._ Outdoor Lights I Pool Lights ga Outlets Switches OL Panel Pump Septic Line JJ J-cz 1 Outlets 44 SM/CO Combo ] GFI's 5 Smoke Detectors Timer Stove DA ELECTRIC Breaker(s) 53 Switches Ltv Sub Panel Total Breakers Bonding Washer(s) GAS ELECTRIC 1 51 la 'z r ,CIO vfF(pe�.0- BUILDING DEPARTMENT- Electrical Inspector O ) TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr .southoldtownn ..gov — seandp_southoldtownny._gov 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 Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORM TION (All Information Required) 'n - Onn2 Name: I flh Aiv Address: Cross Street: Phone No.: 1 Bldg.Permit#: ` . email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIP ION OF WORK, IN LUDE SQUARE FO GE,(Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In Final Do you need a Temp Certificate?: YESNO � 2 3 ,Issued On 4"a'A JFQ Temp Information: (All information required) ZNew Service SizePh❑3 Ph Size: tlM7 A #Meters� Old Meter# Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 5fl 2 H Frame Pole Work done on Service? Fly Additional Information: PAYMENT DUE WITH APPLICATION 31 1� 2C4' 1040-79 rl r v PERMIT tt Address: Switches Outlets G FI'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: Comments �o�o�VFFO(��o p G BUILDING DEPARTMENT-Electrical Inspector �< TOWN OF SOUTHOLD 0 ft Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4,, �0�, Telephone (631) 765-1802 Temporary Certificate # 1 y4 "- Date Marc A 2023 Customer Name Xfvkk&KdMdA KE Electrician Name kCGIb I,� I•C. �. Address 4r4, Phone 6 •A pq�( e-mail hh� ��c, �c,� '� e-mail IV1t� eX • GIeGTv1 -wo.0 Phone- License# L.`�6(Q - PA Size ,2 OO A Phase Overhead Underground #of Meters f 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# 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 ---------------------------------------------- o�*Of SOUr��! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �y64UNTVI 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: 720 Griffin i Street, Cutchouue, New York TAX MAP NUMBER: 1000-102.-5-9.8 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. AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build JUL 1 9 2022 BUILDING THOLD Town of Southold TOWN OF SOU Building Department RE: North Fork Estates Lot 2 & 3 Griffing St Cutchogue NY 11953 To Whom It May Concern, Enclosed please find the building application for LOT 2.We will be submitting a Res Check and Manual J and S once they are completed. We also submitted plans yesterday for LOT 3 and we will be submitting the Res Check and Manual J and S once they are completed. Thankyou Page 1 of 1 l A M P Arch i t e ct u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build E ; JUL 2 0 2fl77_ July 20,2022 BUILDING DEPT. TOWN OF SOUTHOLD Re:TM#: 102-5-9.8 North Fork Estates At Cutchogue-Lot 2 Griffing St Cuchogue NY To Whom It May Concern Enclosed please find the rescheck for North Fork Estates Lot 2.The application was dropped off on 7/19/22. Please contact our office if you have any questions. Thank you, Jess Magee Page 1 of 1 A M P Arch I t e C l 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 2 Cutchogue NY To Whom It May Concern, Enclosed please find Manual J and S and the HERS rating for Lot 2.The application was submitted on 7/19/22. Please contact our office if you have any questions. Thank you, Jess Magee Page 1 of 1 1 , A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build August 8,2022 Re: NOFO Estates Griffing St—Lot 3 Cutchogue NY To Whom It May Concern, Enclosed please find Manual J and S and the HERS rating for Lot 3.The application was submitted on 7/19/22. Please contact our office if you have any questions. Thank you, Jess Magee ® 3DU1 AUG 0:9 2n22 BUILDING DEPT TOWN OF SOUTHOLD Page 1 of 1 k ' Tlo SD NORTH STRee7•' FINAL PLAT KEY MAP LOCATION MAP SCALE 1^=600' \ SCALE 1"=100 TYPICAL�~:P. O?''PLAN suantvrsroN FOR \_Y. Imo • �WILLIAM J. BAXTER, JR. N • S 3T55po1pp•E - •"' ' :' SITUATED AT 57.53 I00.00' CUTCHOGUE S dP15'20•E. ♦92AY � TOWN OF SOUTHOLD ,ro m u 16,q,pp• u 165.00• 162.63 u SUFFOLK COUNTY, NEW YORK S.C. TAX LOT ALE I"=50' 02-05-9.4 torQ �" LOT© LOT LDrp Np� o SCALE 1"=50' p 5 MARCH 25, 1998 1999 REVISED AS PER TOWN ENGINEER ,>.✓ d, s5.o'> 160.00' 99.69' t^-� d 3 OCTOBER 30,2000 REVISED MAP �Srssv�2o• AUGUST 7.2009 REVISE MAP .gw;nm MAY 111 TREE LOCATIONS R=23.91 GRIFFlNG STREET C L=36.63' MAY 15,7.20 2012 PRELIMINARY PLAT ®,f a NOVEMBER 21,2013 REVISE PER PLANNING BOARD LETTER 11/26/12 JULY 17,2015 SCDHS ION FILING NO NOVEMBER 22 2015 SCDHS CDHS COMMENTS AUGUST 12{.22020 TOWN COMMENTS COMMENTS AeP_,:IN ACCOmANCE W.T.D0nn00E �. JANUARY 25,2021 SCDHS/TOWN COMMENTS RE91Ew DETERNIxATION DATED b SEWAGE DISPOSAL CALCULATIONS: FEBRUARY 18.2021 SC HS COMMENTS Lorl-sANRARrnELo ruananoN: TEST HOLE DATA NOVEMBER 5,2021 TOWN COMMENTS .o..mA c�u w.�.nT �® I 1OT1 Sl^M=WEOZO""`•0 TOTAL AREA =104091.58 sq. if. LOT2-saxrtARrn¢D DNDMAnav: °"'m'a1°" 2.390 Dc. AUG 27?Otl RCVW-4. I L,mK3cwiwn0.en.®w mm�uanuw ssrnox,m mooc ae or NORTH STREET LOTIMITA1 YIISDfALG1fATI0N: r•y.-"; +°'� ��� �i _ ,wx.x..x^.wq•®g9.oeq,vagq °fQ�,.:Eu,Annxs 9x6wx„n,s: aRE gvmma9 ro nx luw rom rox. em.•. .: 2.me vxo rs Eouxo a TxE Exuvairox roR TxL sarma,w u az gwavm nxo�gtEanuu�cEo wml nE.x vxo. � _r, 'fie m I / •� oww x "'LL sr"O'mm 4r 0 oErx`�Rrvort o v�cuLmgE son eoxmw.nox aE981CLEN9a IxavEx Wax.0 TO 2 efECENT sOP6.a°•w• rwe«e+.+gym ®�� ww.au•eup o-+e 1 s Srso'to'xc wo, OWNER AND APPLICANT. AREA DATA 1 _ 0ST tl-� >S - WIWAM J.BAXTER,JR. LOT 1 T7,1.sa09e.39 eq.R. �SIIa1ELT TOCMx1Ri300.43t91Ct19xi Uau I. A I ItI 7 n �y \ I xoxmxc�wsy3w. CUTS NASSAU POINT ROAD d qc. PAT[_ 6 • 1� 73 cFyp CUTCHOGUE.NEW YORK 11935 D,393.12. a P r, 1 �.ov,>r �� umumaxu LOT 2 0 q.11. .629 a. i S 60.5.2e e APPROVED BY W id.w la3.gr g \ a -- LOT 3 n.o621 PLANNING GOARD 7 - \ - 1 n.dal.ti O - - LOT C cq.1,. TowN oP sourHOLo �^cLnuA.y \� 2200T t®s// § o �„ TOTAL Cod..— .q.n. $$$ gP 2.i69 ac. AT• G F a ; �:T� 6 AC./ d C _ U F O " LOT Q LOT© LOT 30 -/ wa onrts Ik BUILDING ZONE DISTRICT: HB(HAMLET/BUSINESS) P .U n 1� ti 270.I.66281.S da CS.F 270,2.628 t2 S 27a0S FIRE DISTRICT: CUTCHOGUEAC 2AAC L�JSL3IPAGE,Ayy_ ._ __ __ °�d'•� - ) Se '1 c5� _ _ ^L=SB.63' � .dtl.� I• •e&� Ip .gg .w ..>a ——• —— --_'— GRIFFING STREET "• . • e." o" I _ Nathan orwin III Land Surveyor FILE No. 12229 Condon Engineering,P.C.m FEB 04 N22 5 �n 1755 Sipbea Road FO EOFE6 0 4 2022 L 1Tpx a Mat bKk,N- tk 11952 PxoxE(630 )_o9a rd c63»a-,n) 17587/+IABS•#lo. GLERKMS a COLNn xw��iCALB � �}�{3.�0 (631)29&1906(63I)29&265IF. 16 16 �J� wYrW.m donengine".. x: . . i- .c _, ,p PROJECT / ZONING DATA -- ----- - -- -- �- L' c- ' LOT COVERAGE 17 yfy ry4 4 1 $ LOT Q + - ' - - by •./• ♦ .- TAX MAP # 1000-102-05-9.& DESCRIPTION (FOOTPRINT) AREA COV ERAGELu 0 ZONING DISTRICT HB / NG TOTAL LOT AREA 27,393.0 S.F. L1J (IS r � t � LOT AREA Ob ACRES PROPOSED HOUSE 4 GARAGE 2,474 S.F. q.090 4-' r '' c: r4 y, �' ,'� <. ti SUFFOLK COUNTY HD APPROVAL REQUIRED 4 ++� 4y �` � •� wR PROPOSED COVERED PORCH 114 S.F. 0.4% Z) Lo �� , -- O SUBJECT PROPERTY �� Y. . - - --- PROPOSED WOOD DECK 20� S.F. O.Sgo s`e i w '',�!s+;.s= � a° � a-+ � � CD HABITABLE SPACE PROPOSED >✓ r- TOTAL AREA OF ALL 5TRUGTURE5 2&00.0 S.F. 10.2% O 1 « *�, ►�<�r' 4. `� /� ° , �`�g, �/t<, ' \' BASEMENT AREA - C" Ct3 -Y d ®� ' '�" ` r ;: YTS •,' ;s r "MAXIMUM LOT COVERAGE ALLOWED - 20.0% >1 V ` •1 • ''.-. yy °'7f` -'.q'� s ~ 3""`' l f k 0- • !.,, . +J FIRST FLOOR AREA 11-10 O S.F. O *;�}/� ,T�"��' •r ,•."� �► ' 'A`Y` '�* .:<`� ''�s.' ` ,....,Y �' �`;k`' *��`�,,�;'.'/s`'`�'$ . �,.�%t+`�, r YAK;�1�*'' �'��. ^ ------ oO k}-+ �SECOND FLOOR AREA S.F. DRAINACES STEM CALCULATIONS: N1 �. ,: ' �. PROPOSED HOUSE GARAGE COVERED PORCH= 2 5e SCL Ft. Q O a•d �., `+. ,,` s g •� «;` TOTAL BEDROOM COUNT 4 - " �t '� �. �1' ::�"' '"* 2,5Q3 Sc[. Ft. X O.I�- 441 _<.r �.. .E', .. �IR�: ._. ���,�,_�.,�.:..✓i�. -. - 441/42.2= 10.5 VERTI CAL FT. OF 8' DIA POOL REGU I RED LOCATION MAP PROVIDE (S) &'(P X 5'-6" DEEP DR)O'WELLS VACANT LAND SCALE: NTS S 40ol5'20" E _ _ _ _ _ _ 165.0' _ _ _ _ _ DRAINAGE SYSTEM CALCULATIONS: SIC MIN. PROPOSED ASPHALT DRIVEWAY= 1642.-1 S Ft. BUT SUFFICIENT TO KEEP EL=31.1' EL=31.0' �• SEDIMENT ON SITE to 3 1,642.1 SCL. Ft. X 0.1-1= 2-7q.26 �J m° 2'1cf.26/42.2= 6.6 VERT I GAL FT. OF 8' DIA POOL REOU I RED U •- HAYBALES AND OR SILT FENCING O n PROVIDE (I) 8'0 X 8' DEEP DRYWELLS Ci In M z l I N "'IJ W DRAINAGE SYSTEM INSTALLATION NOTES: A MINIMUM OF I O' SEPARATION 15 REOU I RED BETWEEN DRYWELLS O WATER SERV I GE LINE, UNDERGROUND UTILITY LINES, SEPTIC, U r,1x I HAY BALES AND/OR SLIT FENCING I COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE EDGE OF ALL FOUNDATION WALLS c y cy z A MINI MUM OF 5' SEPARATION 1 S REaU I RED BETWEEN DRYWELLS Q ' z CIO I z I CONCRETE SLABS AND PROPERTY LINES AML 7- I>_- CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL O lL 1�1.1 STOCKPILE STORAGE Q - - AREA - - - (V �} N� 600 S.F. I v I O 30' REAR YARD SETBACK NOTE: I. FLOOD MAP DATA: Q Q MAP #: 36103C016314 W I \ MAP DATE: Oct/25/2009 O ( V IL 3 p FLOOD ZONE: X w o Q WDRDEGK z z 2. 51TE PROTECTION/SILT FENCING TO BE z Z lT1 _ N --1� Q INSTALLED AS REQUIRED BY THE TOWN OF / J tu d I �� 10.0' �-� U� 1 IX I w 0 SOUTHOLD. w d Q d �PROP.V NtIN. 33.0' 10' --(PROF . Q Q > CONSTRUCTION ENTREANCE-FOUNDATION OF COMPACTED K K ? z MIN. D.W. / Q La v 3. SURFACE WATERS OR WETLANDS ARE NOT 5/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. w v ���� -/ ���� < Q N m LOCATED WITHIN 300' OF 7FfE PROPERTY. FILL TO I&" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE N m w D_ � w O:z I 1 Z � Q Q I p Qr 4. ELEVATIONS REFERENCE NAVD 1988 O - m � Lu n Q U 5. NO VISIBLE WELLS LOCATED WITHIN 150' OF TEMPORARY CONSTRUCTION ENTRANG� 51.a - SUBJECT PROPERTY LINES. I7.5 6.0'/ / I SCALE: 1/4" = 1'-0" I 1 V / PROP. :2-STORY WV. OCTOBER 16, Iggb g• 7JGRETE 4'DI Q ----- / FRAME [WELLING w/ C�RE1�0>�.�D� � m � ap,ASs SHOU ER AREA TYP. � BA ( BEDROOMSAGE TEST HOLE DATA < I I / 1 I TEST HOLE DUG BY in / F.F. EL.=29.4' ___ MGDONALD GE05CIENCE O ly -- cv Q / �� m GARAGE SLAB EL.=27.7' m AS SHOWN ON LOT NO. 2 - w ' / n _\\ OF FILED MAP �PROP.�_ I, I 1 / MIN. ;D.W,i 5 MIN. EL.=28.4' O CI 0 0 0 0 O 0 O O 7.0�O / 1 1 25.6 OL SANDY LOAM w III O CI 13131313 CI CIO O O = L I I N I I 1'7.4 PROP. 7.3 45.0' CI[I O O O O O O O O O I I VENT I/A COVERED ptL LOAMY SILTY SAND j O CI 0 0 0 0 0 O O O CI (� I I I OWTS TO Z PROF. PORCH ( TEST I I - o0o000OOOO ,- 1 uai ROOF AS x G•O• Iw z HOLE �II n_nnnnnnnnn �I I I _zI REQ.'D p Iz GEL.=28.4' z uj 8 DIAMETER PRECAST I PROP. 20 � Q HYDR -AGTI Ott I tu � 0 1 I I� I �I -Q,v' PRO 1 IX -. 40' FRONT YARD SETBACK I O ,.k' CONCRETE LEACHING RING. Ul l F I Z TER SEE CALCULATIONS ON PAGE <1 W I POLYLOK DIST. AN60 I/A ON-5 1 N z z SK-100 FOR POOL FEI&HT�. Q i -1 1 BOX (5AMPLING Q w/ REMOTE PLC 1�, O d tu PROPOSED GONTR L PANEL I w R O TEMPORARY Ir 2'-0" I �1 w POINT) 6 - I Q �Z w CONCRETE MIN DIAMETER MIN 'LJi,L _ dIY N WASHOUT w � - sAND i 6RAVEL FILL I ♦ p AREA PROP. 2 1 O' 2' PROP,N O 1I a ~ 10 MIN.--{I O � / I PALE BROWN FINE p_ L.P. MIN. E.P. W_. ' QW SP TO COARSE SAND TYPIGAL SECTION LEACMINO POOL �' 1co"rAl lo� QROP` Pp ROJECT: SCALE: 1/4" 1'-0" MIN. D.H.PROP. O M I PROP. -- I L.P. t- NORTH FORK STREET I-----I � TREE 142.52' o ,o I I o ,9 I 'nl� o o ESTATES LOT 2 - - PI` PRO . 4" VERTICAL FACE N 314 38 20 W PROP PROP. 5' STREET 1 PROP. STREET 165.0 STREET MIN. TREE TREE ASPHALT TREE GRIFFING STREET BEDDINO DETAIL DRIVEWAY 1 : CUTCHOGUE NY 11935 GONG. WALK I COMMENTS: NO GROUNDWATER � TRENCH DRAINENCOUNTERED. HI&HEST SCALE: 1/4" = 1'-0" 1 EXPECTED GROUNDWATER ELEVATION IS -cf.3' PER USGS GONG. CURB � MONITORING WELL 5323g0.1 _DRAWING TITLE_ IS' MAX. G. TO G. oQ i SITE PLAN _z AIL I STORMWATER CALCULATIONS PROJECT DATA ; LOT COVERAGE S� C RI GRADE FF I NC 5TRF_ ET EMBED FILTER GLO "Ml�t i I, MIN. 6" INTO GROUND 4, I' I LS I NOTE: Out x ; SEP 15 21122 PAGE: MAXIMUM DRAINAGE AREA FV FV 1/2 ACRE / 100 LINEAR FEET aF V_ PROP. WATER MAIN ® STREET 1 -------------------------------------------------i---------------------------------------- f swpp_lol SILT FENCE D .TAILS S I TE PLAN SITE LAYOUT NOTES: SCALE: 1/4" = 1'-0" SCALE: 1" = 15'-0" 1. THIS 15 AN ARCHITECT'S SITE PLAN 15 DATE: 09/13/22 10117 1 ANrI F FIRST ST. CT TO ERIFICATION BY A LICENSEL7 PREVIOUSLY LAID BALE. ,iii���i�i� ,i�� ������������� ���� ���� R EYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. FLOW ,,;.; '%;,, .;�''„','� 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MARCH 3, 2022 �0. " - i ON CONTOUR AYF3ALES rLAGE17 AND PREPARED BY: Z, AL SECCAF I CO LAND SURVEYING PC. = 2` _sAg5: STEEL PICKETS OR 2"x2" STAKES 1.5'TO 2' IN GROUND. 500 MONTAUK H 16HWAY A��' 2~a/+ )'") ' r a � DRIVE STAKES FLUSH WITH TOP OF HAYBALES. ti•. F m t MORIGHES, NY II�55 (631) 8�8-0120 ANCMOR I NO DETA I L/STRAW BALE DIKE META I L SCALE: 4" - " > t'F w..°' ��"�m��!�1� * ,ate rl► z ' '4 ?� r.�. `w• ' .r,. t. .�, •►° vr� �" /':� i LOT GOVERABE � PROJECT / ZONING DATA f, o, TAX MAP # 1000-102-O5-q.8 DESCRIPTION (FOOTPRINT) AREA 3b LOT +� N COVERAOE ZONING DISTRICT HS / NG W TOTAL LOT AREA 2-I q3.0 S.F. `� co LOT AREA J -J --- - 0.6 ACRES `I r V+�',"" .✓t " s' ` ' e r± , ', �yv :, 0. F PROPOSED HOUSE GARAGE -- �i.090 fV L Q �`'� ♦ ► , , SUFFOLK COUNTY HD APPROVAL REQUIRED 4 p Lr7 ° PROPOSED COVERED PORCH 114 S.F. 0.490 W xx SUBJE+GT PROPERTY . `:r /✓ '<;� \ .�„ s ` z' a"* ` �;' ? - p O .t ' y ++ ! •> >`` PROPOSED WOOD DECK 207 S.F. 0.890 C9 ` "� `�° ��; ,� ` `�, �• ' `. :*jR `�'' HABITABLE SPACE PROPOSED L +, +� " °►; ° + ` r i - TOTAL AREA OF ALL STZUGTURES - 2800.0 S.F. 10.23o p ti f 1� ,. ,� a �� .. f� ,x.•n: ;;� BASEMENT AREA a .p ,�/yam ' ,, ' •'.> �.'".';,'�`,,�°' - *.. ,; `° ,,' ];: .' .`;,,`'*asi i � �.: . . , ` ` . 3 -- "MAXIMUM LOT COVERAGE ALLOWED - 20.03o p �A7. FIRST FLOOR AREA I TIO.O S.F. p SECOND FLOOR AREA I r3q.q S.F. DRAINAGE SYSTEM GALGULA�TIONS: �, `n PROPOSED HOUSE GARAGE COVERED PORCH= 2 5q3 ScL. Ft. a o t@' ..-a% ` i. •E` , '`.. '.• t .. "�;:� fie. �`` ' ° >. �' - - - - ; TOTAL BEDROOM COUNT - - -4 - / •- ;�'-•� ;�✓'�._•,.�`�:�:i9.'.�•'i.• �. L. �' � .� ���: ���t���"�.....�° ' .. ,..�'�'°'��: --- 2,5q� Sc�,. Ft. X 0.11= 441 441/42.2= 10.5 VERT I GAL FT. OF a' D I A POOL REGU I RED L.OGATION MAC' PROVIDE (5) a'<p X 3'-6" DEEP DRYWELLS SCALE: NTS VACANT LAND L- 50' MIN. 5 40015,201, E - - - - - - - - - - - - 165.0' - - - _ DRAINAGE SYSTEM CALCULATIONS: BUT SUFFICIENT TO KEEP EL=31.1' EL=31.0' PROPOSED ASPHALT DRIVEWAY= 1,642.-1 ScL. Ft. SEDIMENT ON SITE w 3 1,642.�1 ScL. Ft. X 0.17= 27cf.26 -� 27q.26/42.2= 6.6 VERT I GAL FT. OF a' D I A POOL REOU I RED U •- HAYBALES AND OR SILT FENCING O Ln PROVIDE (1) a'(P X a' DEEP DRYWELLS 0 M u�i in �J W z I I cn DRAINAGE SYSTEM INSTALLATION NOTES: ' - A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS I o WATER SERV I GE LINE, UNDERGROUND UTILITY LINES, SEPTIC, U HAY BALES AND/OR SLIT FENCINO - I COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE 0 j°iT� ry EDGE OF ALL FOUNDATION WALLS • '� O A MINI MUM OF 5 SEPARATION 1 S REGU I RED BETWEEN DRYWELLS I o I 6 0 I CONCRETE SLABS AND PROPERTY LINES Amk atL � CONNECT ALL CUTTER LEADERS TO NEAREST DRYWELL STOCKPILE 5TORASE Q O 1t1.1 AREA [V W I 600 5.F. Q\ Q\ O - - 50' REAR YARD SETBACK - - _ - - z NOTE: 1. FLOOD MAP DATA: (� J MAP #: 3610300163H I z I MAP DATE: Oq/25/200q O \ I 0 I tL 3 O FLOOD ZONE: X _ O w 0 z WDRDEGK ry z(Y - 2. SITE PROTECTION/SILT FENCING TO BE / z ~ N --I� d INSTALLED AS REQUIRED BY THE TOWN OF �W 4 I } �\ 10.0� -� I w ( W Q v SOUTHOLD. w 4 Q d PROP.r- NON• 35 0' lo' �PROP.j Q p 3 > CONSTRUCTION ENTREANCE-FOUNDATION OF COMPACTED 0 3 > D.W. / / MIN. D.W. / Q La v } 3. SURFACE WATERS OR WETLANDS ARE NOT 5/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. v} �� ���� m LOCATED WITHIN 300' OF THE PROPERTY. FILL. TO IV' (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE e z i) w I I Z O La l I O 6 4. ELEVATIONS REFERENCE NAVD Ig88 o - m TEMPORARY GONSTRUGTION ENTRANCE ry a 5 SUBJEGNO IBLE HELLS TT PROPERTY LOCATED WITHIN I50' OF SCALE: 1/4" = 1'-O" I I 0 PROP. 2-5TORY HID. I OCTOBER 16, 19g6 8� 1 ( G R� tG �ONGRETE 4• WaWON I Q ---- FRAME DWELLING w/ G ARPAIYP ro i� BASEMENT 8 GARAGE (4 BEDROOMS) TEST HOLE DATA I I TEST HOLE DUG BY Q / F F EL=2q 4' iV Mc.DONALD GEOSCIENGE O ----- m AS SHOWN ON LOT NO. 2 I } ' GARAGE SLAB =27.T' OF FILED MAP I Q I j 10, PROP.1 _ I MIN. 00000[]00000 ' I I-LO' 25.6' N 000001300000 Iu I O I w . = 17.4' PROP. 7.3', �� OL SANDY LOAM IX II 00000[]000OO N 1 VENT 1/A COVERED 450' A 0.8' 0 0 0 O O O 0 O 0 00 (n I I 1 OWTS TO z_ PROP. PORCH I TEST I O p 0 0013 0 000 I w z HOLE ML LOAMY SILTY SAND � ROOF AS X G•O• 2.0' N (I I n n n n n l�n-n-t7r I I z I REO.'D p (z EL.=28.4' w III �Z 1 J, - ���' _ (� ~ - - 0 III I�� I _Ij -QV, -A !X 40' FRONT YARD 5ETBAGK I U ivy ? b DIAMETER PRECAST N I F I PROP. 20 0 0 HYDRO-ACTION I D- J d �c, CONCRETE LEACHING RING. WATER SEE CALCULATIONS ON PAGE 0, W I POLYLOK DIST. AN60 VA OWTS , z Z SW-100 FOR POOL HEIF�HTS QI -!) BOX (SAMPLING 0 w/ RE OTE PLO I�, O z w PROPOSED w l POINT) GONTR L PANEL I w WO TEMPORARY _g w l Q, 1 z w CONCRETE MINO DIAMETER MINO" i - Q w% WASHOUT w lY SAND i CpAVEL FILL O 1 ( 51 ♦ �t p_ O AREA E- p I PROP. 2 2 PROP. 0 '01 O 1PALE BROHN FINE MIN. L.P. MIN. zMIN.~1 E.P. , 10' MIN.--1 v � SP TO COARSE SAND TYP I GAL SECTION 19 LEACH I NC POOL I D I �, 8, 1 '" ol - 0-1 �`'�ti .�►`� 1o' yj�ROP�� PROJECT: SCALE: I/4" = I'-O" 1 N PROP. , MIN. ;D•W/� _ I I NORTH FORK EL=21.3' in I sTREEr I� L.P. TREE I I I �z EL=26.8' -- --- 142.52' 0 9 I I o I 0 9 ESTATES - LOT 2 4" VERTICAL FACE N 3q°38'20" W PROP. 5' STREET ( PROP. PROP. STREET MIN. TREE I ASPHALT STREET GRIFFING STREET TEE I DRIVEWAY 1-I•0' BEDD I NC DETAIL - GONG. WALK I COMMENTS: NO GROUNDWATER CUTCHOGUE, NY 11935 SCALE. I/4 - I O I TRENCH DRAIN ENCOUNTERED. HIGHEST EXPECTED GROUNDWATER GONG. CURB I ELEVATION IS -9.5' PER USGS DRAWING TITLE: IB' MAX. 0. TOO. IL MONITORING WELL 552390.1 - - .Lm SITE PLAN °►� I STORMWATER CALCULATIONS ° �V PROJECT DATA ; LOT COVERAGE fill CRIFI- IN STREET I EMBED FILTER OLOL _ GRADE M MIN. 6" INTO GROUND DETAILS NOTE: v> I S P 5 �(177 PAGE: MAXIMUM DRAINAGE AREA F�,O ��,0 1/2 ACRE/ 100 LINEAR FEET � � � PROP. WATER MAIN ® STREET I -------------------------------------------------1---------------------------------------- 10 1. SILT FENCE DETAILS SITE PLAN 51 TE LAYOUT NOTES: SCALE: 1/4" = 1'-0" SCALE: 1" = 15'-0" 1. THIS 15 AN ARCHITECT'S SITE PLAN 1$ 15 DATE: 09/13/22 1 OF 1 A�d('I F FIRST STAKE TOl^ , ,�)'i/'/ /' PREVIOUSLY LAID BALE. /'i'i'i`✓'/'/' .//' SUBJECT TO VERI F I GATI ON BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCH I TEGT'S BEST OF iGNOWLEDOE. FLOW 2. SURVEY INFORMATION WAS OBTAINED / FROM A SURVEY DATED MARCH 3 2022 ° AND PREPARED BY: BALE5PLAOEDCONTOUR : (' - - _ SECCAFI CO LAND SURVEYING PC. �: 74(1 \:2 RE-BARS: STEEL PICKETS OR 2"x2" STAKES I.5' TO 2' IN GROUND. 500 MONTAUK HIGHWAY �° �`Y � DRIVE STAKES FLUSH WITH TOP OF HAYB MORICHES, NY 11�(55 ALES. -,..... - (631) a7a-0120 ANCHOR I NC DETAIL/STRAW BALE DIKE DETAIL SCALE: 14" = 1'-0" GENERAL REOU REMENrS. I/A OWis INSrALLAT ON STANDARDS �* �(y^•�S�`.-u'•''T��'-�]�}-f�E. /a'q�d-� t I,Tn ento'er mvat no tl a current L qub Ybate Llcansa paavmt[o 1.1-I/A OWTS tcnka accora�b mmvlactarera � ? ��' Ipl-�ry r i � �1�������1� � SITE LAYOUF NOTES S.Ilolk Coawt�Lam CYrytar 56E,M[k e V f5ept c Ira.stru recemmexotbn Mle conlormi-wtM1 Wx at time A ����=p`8�)1 v �' � ^ I.THI5 IS AN ARCHITECTS SITE PLAN a IS Bntnssm)t tM Svllok Lan De tmcnt of Labor b rewmmnrbatbm the mallocturer axll m ti �rt.�'-:[{ II SV&gCT TO VERIFICATION BY A LICENSED Q °-f' ty pa gsplkm Prwlmd try '��r' rti. - 'I ,'Rj' Lkc3 aw Cap Alta*s,pvsumt bSullok Covntu Code a'F cmc/A c. � T'r`i�• ✓� �� y �¢ _ SURVEYOR. THE INFORMATION 5569-79 Tlc DcptrtmcM of Lamr Lkaroby oa Gmlmcr A1bn �..''LL'`� `ss��/ I�•_ ` REPRESENTED ON THIS SITE PLAN I.TO THE w ma ntaro a I at Of Ikemed/A OwTS Md nUrmce Provlmn ]TM/A OYRS tank ero be bnbl ea nt eve n a drec[lona r -ti ARCHITECTS BEST OF KNOWLEDGE. rw W a arximm blermaa H ay dvaatmn of./ax qummr m ® ''•a. � � I I W ]All/A It mrt«regOstered wren tx Deportment m (1mH mum 9-ben Nck bed of properly eve etl antl eortpmtetl cant ♦ 2.SURVEY INFORMATION WAS OBTAINED J N e w W AMk e 9 f the SNfe k county Sm tart'code (Iroe Tram raeke)Or pee gavel I FROM A SURVEY DATED MARCH 3,2022 f`7 pr to fro Deportment gT1.9«NTH-tbn o•wrpieted AND PREPARED BY: Q .- tract m m'm W It'15,aro 3./A OWTS Tmks-11 be prwbed w th o sk:gb outlet A � � �.::. d'aGBx.Im boCc x/maynlc m dntrbtbn bmn'ro SVuclae rroy m / 1 1�)'') I 5EGGAFIGO LAND r-URVEYIN5 PG. �ur) 5.MO.--COO--orb MalnUrcnce Contact between.tM raegvtad-all>y>Uma w W mu t Flo eacnHg elrvctam wlcx an 1 1 Mekteroncc Provider ala ProperW o..+br mu>t be 11--1 ea to[Ie brrotNc deskm h oppreved by We Ocpartment. ® - S E IF I I� 500 cHE5. I: OSHWAY O O Deportment prbr b ad cwm a!1Fc I/11 o' r-Ilk tin Y.v nor l L- / M31)al S.l 11955 = •O DepartmOM mwr wRh Mtble w of ero 5vrrolk Canw a,Tto lap o1 6e UP Oh'R emk dell rot m lacabd gea{er Won ® SUE.�C7 PROPERTY -�,:J (631)8,8-012G y 4'} Smitory Goa. 23 tact a lex V ox loot tier..Iknl gmc. \ . 0 C Z a.NI Fatalleo I/A OhT'5 ae req-!o Pave a.-iII Sum 5.At o-ii l ,all sampit mmhabs shall hove 20-IrcF wverco •L ♦ bN • n {�'J - _ d Y barmtu ono operaioNmaMeroree ecrvlcc wrtrmt.Aftir the mcma apeman to aom imo[eO over-blet oa utict. �Y_ 8A ;JUILDIN2 DE'. Jr - -- T U iabl 3uca operatbn anti molntcrarca eervke cwtroct tors Lwero atoll be elWer 2o-Irch dloreter wotcrtbht ox / ��i'' (-� ''• C N c�*w�pra-'wren ore axp"to md"toH m opaotkm *xct-prml locko-a cmt km cwero cr"nxplmtk coven at ® •,�,---C �:•--JLD O O y(p ma temra%a.Vmt b amordorre wIW Artkle i9 0l We fMl gam.All coven atilt be dealmed N mcaaace wIW aectbn `' ,; L Sa/Iolk eaesty 5mitay Com, s-III of this eeanm-a. ` N @ 5.{Yen m UA OwfS regv*es a vent,tb aJt droll to vcMaO b{he -PI"?mornobe me op1 to ba befall-W a Q Q root or tin reeberce belay eerved.Vent plpee moll extent o trNcwy or Pmkkg meq the mmbb eMli Lro malgeQ to ba /(�pp,7yy��yyAO -� mhNun e1 b'nclea above[M root IHc and tnc top of tnc vent H Ilk b "b merit abl Inver a mbbvn -If.Ili scpma[bn el 12 brtra to tb HS20 tootl*:g. ebped Parton of We roof.In casaa wnerc It b rot pracllcol b vent tnc system to 11 rmimrce root,o vent plpa maybe piped b ,.Tlr outlet bnent elwaxn arall x d mWbm,n of Gl foot bebw LOCATION MAP tFe exterbr of tb re>beroe orb termbnte t ip of 18 bchea tlti Inlet klvert elevation 0.rove grme mb at Iemt I Iwt Irom property 1-Trx vent PIP atilt be O-d o mFlnm of 3 feet from oy wMmw or 0.SmplNg mmMks ntnll Mve m:Wbe tliwneler or 2/eet or m way ant mot{ermebte wIM a corm!II{er mvko.All vent W be ores OF a loot by 2 loot. SCALE:NT5 pipes mast Mve a."H dbmctcr of Wclns 9.Tnere sMll be°mgxkaml reUntbn depW below the outlet Iwert 6 Into lolbn and we of the I/A Ot T5 rw>t-fl to the elevatbn of e4 Vanes. •>}' ':'1' *yay 4� 70 -epdrnronts apprweca 1/A owls gvbare mavmaM prop--W PROJeGT//ZOhlh tI7ATA-r,�y,, I: � ,,*r 'sr: th!b tabards fa-Approvo ant Mmdgcmen[of lO.AI cr pipe pex4atbro In tb aanplby mmMlc shall be •'� VACANT LAND rdmce w ecw I-orb Ater -Gate Vdmtcwatcr Traatmcnt SyaUas' watMlgt. TAX MAP 9 11 1000 102 OS 9.5 ----- _ 165D 5 40_IS'20'E MNsaNt TaE51sN REGnREMENTs: s viwOAL lxEau REf Eldl'. ZONING DISTRICT HIS NC I.va orr5 tmks ro I be coravvcteo or prmmt wwete coNTROL PAreLs � w EL=31.1' __-___-__------ EL=31.0' � �J m fberob>a pobeWy eropot epybro,Wemapimtbs,a of«• I the eorVO pone box-1.be pbwo aAsba on°aNeebb _ I' mate:b a k a�cardo«e veto Depor4rent elweorm cam ICNTGRR 1da>tal roar Wo>vu 1-t it aarvea A brxeNe u tin Faro LOT GOVEP.P.6E y.,L f,y„ ,•,/,' � w��+•I'y s ,t; s�' `�,^� g Apperolx 75-A.The use O1 steel tors H prcnro.tec x may be mdT*tea m m at>be bl of the struc4re(prele•rbb .r" p I N o vt uty room orb not°lNen apowl.eeher ebro ror molmtrg O ]-m VA Oh,S requkea o septk taHe la pretraatmmt tb tK part box will be casbered b5 tb Deportment ono DESCRIPTION(FOOTPRINT/ AREA C VER�i15E N Ih=ptic I-A wall be m>k+nd H mcmmre w N xctbn 5-01 eme-bwcoaa boob ara w N I/A Oh-!5-FOO 1 opprovo. 1 N s-lo9 or Wls atondara. Z I 2.Tte nave of the 1/A OWTS OeM R-ovlmr mn[to claaly TOTAL LOT AREA 7f,393.0 S.F. 5.Mlcx otlnrwlx specllbq tb IeacM1by sVuctaTe/ay gem Wet kbntllled an the 1-of tla pox-m0 brbrde O P-O,nenber Q /ollo.a m VA OhR5 sMll be magrod h a::wrOmcc wIW xctbn to--t H more of atom. 5-I0,mtl 5-lio a ehb stoneatl. FROF05ECI HOUSE a GARAGE 2,479 S.F. 9095 3.Ezterbr the eltnFotrlg-t pimement enmlea lb system b be xrvked at 4.At a mnlmm all I/A oWrS Geatment tar+a dnu rove 20-blch oy tYne, xetl t.mcess tMe Irolde o1 We WIIQHg_ PROPOSED COVERED PORCH 114 S.F. 0.4% I I Q eutiec 'red mcex openlrgs b gam locatcQ over the"tit ant 4.Toe parol box rwst m wIWH vbw d the system I.- : b blp t.Coven atoll be either 20-i,h dkmeter watertight ontl Imnlbte opermim oa matrcermce. PROPOSED WOOD DECK 20T S.F. Ob% !-proof Ioctrlg cmt*m cwero a tnermop laabc cwero dt al gado.All cwcn ant aNmnye/,ben-11 m msiorod in S.TM vent,.,p�el ebll m paxetl Ot a conlataOlc rolglr.1a cormrce w1W secum sal el We stmecI. - n wen Femroi Emcrgercy MangemcM Agcroy TOTAL AREA GF ALL STRUCTURES 2500D S.F. 10..2 I I FEMA)F-Ol zax requ*amenU. 5.wrn°I/AOwls b 11 b be-1-b a trNcway a ••MAXIMI)M LOT COVERAGE ALLOWED-20L% pmkl.:g aca,the volt shall be deaigr,ed ant/er Haldlle0 to 6.The pm°I dbll meet Natbnal ElecVlcal MaMaetaTen w tblmJ H5-20 a w-20 Idmby m malgbUO try AASHTo, tvsmbtbn(NEh1N 4X epecilkellom. 6. Hall rot be wncn m I/A OWTS b 7 All Wlaw t W run H electrkal conmlt.Toe rage glxen a permlemd . g-ode wWrg rrvs KII tl m mearo o1 acwage dbpmaL conaAt must fnvc epprop.iab acah to prevent amca and mchtarc I.FLOOD MAP DATA: tetcr eoNcroro abli rot tllecMrm kto m I/A OYllS ore tY.e Irom rcmhby tlr cmbol pool or)aretlon macs. MAP Or TEz CO10542 De orbront«wmmerea web,aolteror mckwoah m cavectea to 0.Eden MAP DATE:O9/2511009 .n� c system swll be cqulpped wttn a Rrcvoneg wcmlrla system FLOOD 2CNE:% ( I 3 oweptmle to Town a Yllom bullCiry whkh will mthrotc auoble and vbwl almma Wet con m rim1L '� 2 DeperM<Ms l nun ore tcao 6U the awupo+U of trn IZIIabS amca.Tte 2,SITE PROTECTIOWSILT FENCINS TO BE 2 O PROP. Deportment recommcrm a blcmeW mvlce m HstolleQ Ta e.VA OhlS tarka atilt m-t-1M on wntnOtw of sass aw provbb bmeebx rrnab alorm rotilkatkm b lM OeM prevlm• SOUTHOED AS REGUIRED BY THE TOWN CF K i I Y3J.DECK Q �cqe nlaee•bh lyde are rot sM ject eo excrosNe earrmlm a red by Mc CeM agreement. SOUTNOLD. UU > 9�5ysa MkM1 ors rot malgrod b lbw w gamy ae 3.SURFACE WATERS OR WETLAND,ARE NOT I.All looks met be watertlgt.iwo IxWom o!erou by fanka arc r nmd tc m equpped wlW o controi Pmdl wiW marine W LOCATED ilTHIN 300'OF THE PROPERTY. p > IwUMIgtO>Ielllomwe elehar vaamm tesebn a water pre»xn teaWn ---a o Portmle SO--b operate eln system asmg O coed s power outmc. 4.ELEVATIONS REFERENCE NAVD 1988 10.Vmvvm testbg:Seal tk empty calk am rypty a vmum to Iw N I - K (a)Irohea(IOOmN of mercary.The tmk Is apprwee if 9O%OI I.Tla Ott-J.mctbn mx xrvWg fro pmo mover as N- 5.NO VISIBLE WELLS LOCATED WITHIN I50'OF I I a vacwm b bN la-wo mMRea. mnt be wdb ax bcOtOd -I-P VA CWTS to:k cM1oalxr, SUB-IEGT PROPERTY LINES. p_ II.Wobr teetby:Sml tmlk NII for w1W worm b ovtbt Mcr- 2.My bbwcn.-1 ovUbc W-I/A OWTS vdt moot be Places ebvatim,let etmd 1m 2a noaa.Ra1111 tha tmk b tr:e odiet imaM m pod(corcroto,plmtle m Iberglma)ant MvO a aauncproal I otter tin 24Hqur perbtl Ia wmplete.Let tM fade slant tar m ercbx+e weer. SVBDIVI5IGN INFORMATION: PROP.2-STORY WD. mdlekxal 10-1:°a�pert-.The ew�k b approved 11 wUr level b Q FRAME DWELLItS W Iola for tk 10Hnur pert-.voter preaaae bs{bg b 5.All�ps W Moat Geea Hunt be aw»Ible ax scrvkcmlc MAP OF WILLIAM J.BAXTER,-IR. BASEMENT a GARAGE rcwxnrnad b W mx orslU alter Imbibtbn. Vom s cpenlrga. LG7 NO.2 A (4 BEDROOMS) MAP NO.12229 < , ,= wk T1 MA n 4.TFc NoaU doll m ctiwncd to o Snc�a:b a0 PVO 11cot tree FILED FEBRUARY 04,2022 ' ' F.P.EL.•214' Wet rot be emlly rem>vea fa aervbe a etlJntment.-HO trots O f GARAGE SLAB still rot m attmhctl to We lam mah O Bo..wa concrete ate11 owe a.v Ot rn cam p-t.e atrencW I / - al 3p00 poor:-per aquarc Irch(psU a!28-Qoya xt. 5.The Deportment atilt ctncrve!ne poop snUm operate Wouah OCTOBER Ib, mat cape* "cycle. I I 2.Yb11 Wlckxae aholl be a-torso of Wee Knee Inlcea tM a ro I I tip) mdgn Me men wMRbtl b!°New Yak Lkereed PrOlmalani 6.Irop IHO Im rota-el eln law nnrl littbya will m nnOe TEST HOLE DATA I I I f wallmcr m complying 1,ell cppraprbb regwcmmts fa Wb drbg tM pomp teat prowase. TEST HOLE DU6 BY W 1 I I VENT I/A CO COF. VE o wmVvctlon.All wOlh,bottom antl top eho11 cmtak ramlorcing MCDONALD GEOSCIENCE I I b resbt m applied law I" 5W palls per sgaore loot(P.O. AS 5HONN ON LOT NO.2 In 1 I I GWTS TO PROP- PORCH I TEST I as OF FILED MAP I I ROOF.v E CO. I �p HOLE 9.Pre-cmt wraete xctloro doll m xaletl wltn oro(U u:cn brtyi � I 1 I REO.D p I� REL:28.4' � rvUror plot xa1--11 cOMorlro b A5-r199C. I I Tf.N' I J F1�2D.4' O I I cl PROP. I} a,All sewar pees sroll peroVota the verNwl sbewall of tlr fade I I I PROF.20•d O HYDRO TON Ia cab anal,m sealed with gout or attar memo acceptable to tFe OL SANDY LOAM I I w p yM xa plot altl trb pipe OB' -- = I I POLYLOK DIST. AN600 I/A DATE,I I o De mtment such m waUnt letl Ibxbie gmket Imtextl to the plea wIW abhle»steel reVmbbb fay LDAMY SILTY SAND I I BOX(SAMPLINS O w/CONTROL FLC Id, POINT) CONTROL PANEL I�il 5.All jo*.ts stall m aeobd so ltdt We fork b wotertleht.Sea - i Vi• i PROP. i PROJECT: ctim 5-1 x1a,B.10.Tmks Wot and eme in plow regdre I- ]I KKU I 1Z' N I ti e _� I ASPHALT o,,,-from the DcportmeM and mist m cOltr-Oil LicmecaPROP, I p DRIVEWAY Prolcxbrol Erolrccr.At°mnbrvm,itn Ilaor mO walb d° Q I U j'-MIN. L.P. MIN. Mlh'1 Ep,�'O'MIN.J1 KR NORTH FORK eorueU fork moat be moroliWkany poerea. O N I I M? �.-� b. For Wnxver practkal c-1.I/A-5 shall xt m lowtetl o �2. � ESTATES-LOT 2 wttnl gr�ovncwatcr. lmtouatbro Wort ore F-whllm I tt I I 1 ter,trn rattan orId aIm pontbro,W b l8 ernes above ,♦ n'1 I K 1 FLOP. I FWigrest rocormtl/expcctetl grounawoter eleva!'o f tx I/A OWiS O EL=21.3' SRR I I PROP- L.P. 5rRop.TRUM I PROP. still m morollWwlly canatructctl.in caxs wtue W>h rot p prwtkmlc,tb VA OWTS snit ebll m watm-m OF_up to IB to Y' TREE n l -1 TREE TREE T 1 STREET ' brM1ae amve tb hlgM1est rewrmtl/expected gaaMw°ear PALE BROWN FINE d I p I 1 EL-tee' GRIPPING STREET ebvotbn cab oak te>taO b erolrc LlgGnaa prbr to Ope•gtbn SP To(AARSE SAND 42$2' A I �' 3 5' I•3 3 7.In mxa wren wrcrato trots ore intalbtl H gauMwata.ern _ 9938.20'W 1 MIN_---- --_-_ - ---Ib __ CUTCHOGUE,NY 11935 matt':Oralmabrol shall avbmil bvoymcy calulotbro b Prwc tM I :might a Nn lmk(wIW a wltMvt arrnrby m tFe atlditbn a I mnmU veto be m time Is etxe more abn elr welgnt of fro water I DRAWING TITLE: dlaplowa.the bioyaey edievlaebro anon m dam wlrg nlg:eae I expecbaneammd ma,wwerer abvatbn won one ear empuy.salt NOTES m tap d We icm/e)coon rot m cmelmrm wren GONG.WALK I r'b'n°tk araJne al arhmby m-trot welgM regvked. 1 SITE INFORMATION HYDROACTION I/A OWTS GDNG.G R3 SITE PLAN 5UFF0LK COUNTY HEALTH DEPARTMENT APPROVAL I no' I c.-NTS:NC ORO -TER ENOpU1dTERED. PAGE: 1115 F,HE5T 6 I F F I N G 5 T R E E T i D(PEGTEp EROUNDWATER /� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ELEVATION IS+93'PERU555 i SP-1� EIFII ORINb*ELL 5FBI.`5 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A DRAINAGE SYSTEM INSTALLATION NO ES PROF,WATER MAIN b STREET A MININNM OF 10'SEaARATION 15 REQUIRED BETWEEN DRYWELLS a -_______________________________________________ ---------------------------------------- SINGLE FAMILY RESIDENCE ONLY WATER SERVICE LINE,LNDERGROUNDUTILITYLINES,SEPTIG DATE:05/13/22 COMPONENTS.LEACHING FIELDS,SBl ZR COMPONENTS AND THE EDGE OF ALL FOUNDATION WALLE A MINIM.M OF 5'SEPARATION 15 REGUIRED BETWEEN DRYW 5 e CONCRETE SLABS AND PROPERTY LINES CONNECT ALL BUTTER LEADERS TO NEAREST DRYWELL Design Professional's Certification Required. µ£Dq DATE 6/25/2022 H.S. REF. No. R-22-0979 Submit P.E.or R.A.Certification For yc M. The Installation and Construction of the Sewage Disposal System W� M• Rt APPROVED Use Form V WM-073 Q7 FOR MAXIMUM OF 6 BEDROOMS 5 1 _ O _ _4O *� GQr EXPIRES THREE YEARS FROM DATE OF APPROVAL SEE ATTACHMENT(S) SITE PLAN CRAP"1GSCALE "'FOF'N �y� SCALE:I'=15'-0• a n. S I NOLE LINE D AG-RAM W W J (Y7 MAIN ELEGTRIGAL ZERO SETTING q o PANEL AT DWELLING ON OFF DETECTION INDICATOR INDICATOR GIRGUIT 'E m i w o c Z 0 MAIN BREAKER d �y� C j N O � O-_() L p C cmc9 a ��o INDICATOR GIRGUIT ROM RAM lROG U OUTPUT GIRGUIT U{' TIME AG (DG) INFUT POWER SUPPLY ONE—GHIF MICROCOMFUTER RANGE/UNIT m GIRGU T SELECTORS + I U c L � a (-J) DEDICATED,30 AMP a. SINGLE-PHASE GIRGUIT BREAKER ELEGTRIGAL SERVICE 0 J TO HYDRO-ACTION PLC, CONTROL PANEL Q HYDRO—ACTION SINGLE LINE DIAGRAM SCALE:NT5 f 0 W 4 BEDROOM PROVIDE PLL CONTROL PoLYL I ]O'O E M"l DWELLING �CONDARY SAFETY PANEL W HPI=O SEGURtt GRATE(BAFFLE GOJER 1.,W GRADE LOVERS BENEATH COMPRESSOR REDS - "'I PITLN F F.EL.=OF4' PRIMARY LOVER EXCEEDS]PER fT1'P:ALL RISERS) E I'-0'MIN. ID•MIR W 10'� I'-0•MIN. ='-O'MAX. =''-b•MAX. p 4"IbVSE MAX. AV6.GRADE EL.•Zib' =�IM%. 5%MAXIMLM SLOPE ­0 IN g. � 95 M1N 4•,9DR ss _ PROJECT: MIN PITCH J., PVC LR EO. M.IN 4.O SpR 94 � -- L MIN PITCH A,- MIN.— NORTH FORK EL.•OSb' MIN`PI� ,{•:I' B lw. IhY. EL!24,s' BL..=46, ESTATES-LOT 2 s. pirs _•MIN.DROP ID0..T_IROONO-E CARtOVIDE I]•TKK.MIND FR NOE Elm LAP 2 N.FROM W ILDIN6 BED OF SAND OR PEA TYPE LEVELINS LEACHING Q U BASEMENT FOUNDATION `GRAVEL BENEATH DEVICES AT OUTLETS) FOOL(5) m $ GRIPPING STREET E�=19.4' DISTRIBUTION BOX , CUTCHOGUE,NY 11935 NYORO-ACTION ANb00 245 NITROGEN REOULTION SYSTEM DRAWING TITLE: BILL OF MATERIALS REPLACE EX15T.SOIL - `°s`LEA"SAND g'-0• ITEM PM DESCRIPTION ptt. L SJ'R ET S NO, WIRING DIAGRAM L.P..F.WHEN E%IST.SAND NA.-AN6C0 TANK AM600,]45 NITROGEN REg1LT ON 1 .LRnvEL(_w/SrU SYSTEM DETAILS LAYER MO:PRESET: SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL A Is.— TAN[TANCAR49 TANK CATMENT 4= B 19000] SN6 STANDARD 3 TANK LONNEOTIN6 KIT L 100111 ASSEMBLY,RE-LIRLIA.ATION]49 COMPLETE AN600 1 PAGE: D A-1 AN600 W PLATFORM LOM.PLETE 1 E EL50-30LI00-PLL OF5,EO50-50-L-110-FLC I H16PEST EXPECTED S P 0 2.0 0 6ROLfm WATER EL!99' INNOVATIVE A A-TERNATIVE ONSITE KA5TEWATER TREATMENT 5Y5TEM(I/A OWT5) LEALNIN6 POOLS(]) 1. I/A 0—SHALL HAVE A M.INIMLR IREATMJTT CAPACITY LF 440 6PD(4 BEDRGV^MS)•. I. LEACHING SYSTEM FOR A 5-B BEDROOM REECENCE SHALL PROVIDE 4p0 FTO 51DE-MLL AREA ,T�LR,�'I'f I DATE:05/13/22 PROPOSED HYCRO-ALTICN AN600 PROVIOES 660 GPD TREATMENT LAPALItt. (_)g'O x V(EFFECTIVE DE-0 LEALHIN'A POOLS PROVIDE 4O0 FTO SIDE-WALL AREA O. INSTPLL ALL COMPONENTS A5 PER MAW.SFEC5. (I)WO x V(EFFECTIVE DBFTW LEALNIN6 POOL PROPOSED FOR 51%EXPAN510N B. A IG'MIN.p15TANLE BETWEEN THE I/A OWTS AND WILDING WITH LELLARiBASEMENT SHALL BE O, LEACHIN5 POOL5 TO BE LON5TRWTED OF PRECAST REINFORCEO CONCRETE(OR EGJAU. Q. MAINTAINED,OR V MIN.DISTANCE IF WILDING IS WON A SLAB. 5, qLL LOVERS SHALL ONE OF PRECAST REINFORCED CONCRETE(Oft EWAU. <1 sTrw C SEEATTACHMENT (S) 4 A 5'MIN DISTANCE BE WEQ HE UAOW 5 AND GIST BO%(WHEN PRESEN)SHALL BE MAIMAI @p. A s MIN.015TAPGE BETv3£N THEN 6 FST RECORDED GR0.RDNATER LEVEL AND BOROM OF LEALNIN6 POOLS 5"A L gE MAINTAINED. -WHILE A TREATMENT CA 0A O<ONLY"0 6Fp(4 BEDROOMS)15 REONREO PER THE NUMBER OF {vE0 A 5. A 10'MIN.M5TANCE BETWEEN LCACHING FOOLS ANO WATER LINE SHALL BE MAINTAINEp. FF'''�,F�(II '� • PROPOSED BEDROOMS,SYSTEM SHALL BE CAPABLE OP ALLOMMODATIN6 A 6 BEOROOM CAPACITY. 6. AN g'MIN.DI9TANCE BETWEEN ALL LEALNIN6 FOOLS AN9 I/A OWTS SHALL BE MAINTAINED. "euNx MTE I pC7Ty <JV�, O,P/ 'vvtle'�' I NLVac 9" I ' CLFANptIT pEIA1L FOR AREAS NOT SUBJECT TO VEXICUUR TRAF1lC II * C." ep IN ALL AM ALTERNATE'A'IS FOR BENDS,ALTERNATE'R'IS FOR USE M1IN BIDS.E NSgh'ICMTIECf!ON II �� �y ,k 037406 O� F'ROF'OSED SEPTIC SYSTEM DETAIL GLEAN—OUT DETAIL FOF14 5CALE:NTS SCALE:NT5 SURVEY OF LOT 2 MAP OF KILLJAM J. BAXTER, JR. LAND NOW OR FORMERLY OF KOEMM FAMILY LIMITED PARTNERSHIP SITUATE AT CUTCHOGUE S 40015'20" E 165.00' TOWN OF SO UTHOLD v. SIP Q 3 SUFFOLK COUNTY, NEW YORK MAP LIIVE FILED: 0210412022 MAP No. 12229 LOT 1 - LOT 2 LOT s ��- •�� S.C.T.M. No. 1000-102-05-9.8 EDGE OF CLE71 ARING LOT AREA = 27,393 S.F. ACTUAL AMOUNT CLEARED: 24,628 S.F. / 90Z O Ca, ELEVATIONS PER NAV88 DATUM ` SUBJECT COVENANTS AND RESTRICTIONS PER FILED MAP, LIBER 13113 PAGES 649 & 844 to GU4RANTEES OR O � O 0 ~ 33.0' �►1 EASEMENTS NOT SHOWN AND URLTIY RCATIONS ME NPOLE LOCATIONSOT ARE NOT CRO 4NIEEDND UTILITIES • THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCNRES TO THE PROPERLY LINES W O ARE FOR SPEC/FlC PURPOSE AND USE; THEREFORE ARE NOT INTENDED TO GUIDE THE ~ ADDITIONERECTION OF FENCE%BUILDINGS AND MOMER CONSTRUCTION ATHE EXISTENCE OF ROW �' OF WAYS. WERANDS AND/OR EASEMENTS OF RECORD. IF ANY. NOT SHOWN 17 4' p 8.1' ARE NOT GUARANTEED �. UNAUTHORIZED ALTE2ITION OR ADDITION TO THIS SURVEY IS A VIOLATION OF V 10.8' 0 SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP O Q CONCRETES FOUNDATION NOT NOT BE THE LAND TIERED A SURVEYORS COPy,7UREAND RED INK OR EMBOSSED SEA.SHALL h T.F.EL.=s2.1' N �- AL LOGITIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS �. FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTANED FROM Q O OTHERS SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT OD 17.0' L4 N 25.6' (/� BE CERTIFIED. 4.8' O O o 0 142.52' ��A �e N 39038 20 IT 165.00 24.2 Ab. CONCRETES WALK TC25 26.45 „ FEB 0 7 �2023 a�,6.7 44 I'C2R 2R BC2s 70 CONCRETE CURB BC25.08 BC25.84 GRIFFING STREET ° FS ®EHT LD *�s•� �cL2s.97 �'®VUR!OFSOU7H0LD PROP. WATER MAIN EXTENSION VARIABLE HL WM — ———————————————————————— —————————— EP23.26 EDGE OF PAVEMENT EP25.45 OF NEW SECC yo SECCAFIC0 LAND SURVEYING PC 500 "Montauk Highway 73 O Moriches, New York 11955 Phone: (631) 878-0120 Phone (631) 728-5330 pseccofico@optonline.net Pat C. Seccafico. PLS Pat T. Seccafico. PLS 20� 049281 J�J NYS Lic. No. 051040 NYS Lic. No. 049287 -Ol/sllmm FOUNDATION LOCA77ON SAND 5 copyright — 2023 Seccafico Land Surveying PC PROJECT No. 63146-2 SCALE: 1" = 30' DATE: 0310312022 Q I..- b J Les-t ku u"fir fL—, iNU 1 -01 _ oNT�,am wmWr NN dvwme- v �-�. W awm.m..r:`»A.�l a': ' m.. ;✓,.i✓�e�.+�,..:.2'w ; 1, \ _ �'�" 21fii r•1;j.7(".'S-'�_r`..i-!�o '`, y wwaw"`w,✓.Nba.lyrm.•�wr i`�1� ` `'�. 1a wxArTa nenrc e�sroe ec� rre '-�_e.....i` c•=+ lwoaeTw wmr�rA.✓w•�A � _ ``S !F ``,-�.� A�c«mc+e eye R.w.ro �...�.> � c e' aA.��w�rm�.�.m�e. �`✓ma'�wn•.aao. w..:. ®� �t'n ti 1 `+.,,,�� f�Auaeb�+AAwn1y ,�.t-. �r "aw°�vnnan'e,e�uvcmw�nawumc� �"' °�'^'°�";!wvx✓r'O9P*°,'m " q wY,r 1 ne,,eer mePearr i' ♦ ♦e lrmrey eorrermn - ° `t x it t'ak+ta-d .�L/L.L:; pem mrre ¢ g=�m e �✓.smv. Arox�n✓a"0.,�' ' °' v`r`is�ri�wYe,^^w sb...eN rBw.. � �J 4 ' I 'L•-RLI4PAV LIIr YA altt! 19a' Cray SJOMAWMf/.nW 'NE .wro'Ywur.wam.. uAwenm✓,.n >.., ww°O""«w (�j �` i llu Aef+mr oArtvnwa0.amv V ( ^ �e �""°' ✓"'�w"`��e,..""ew • � � :� �v ro••wLnx aom Dm�uwnm eaz aaa xw' { emmrRxarLrwA�eeem and J \ � o_� 'a'm'.a4T '.`���.,.�"✓w::m+��n µb1a.:":,n,e.:.yw`." "mwrmr `� �,!\ �a-am.e•erle�n�eam Ln. xg we en ��Wgu-,w-low rWreMw• i , T-tll.tl9rCCTM WMV. aDd tlA' ( Mml�Xm�.M'aopW I ��O :°wrarasmww`"ti,.nrrw wC w'"rO'!.`r^'��e,:' 4 ": �a�•wnAe wae.artrt msTALL.nmx mar�eTm av um Lama )1 wl\ n°Yaia reaw.lmv�»rc ro rw Eaea a eavela .s.`Yww_ ^r.,,"'"u rlYs'.,� w.e'We°"..✓I •r.,w..er• .le..rar.n ww. aT.�.,.A LOCATION MAP a.A -.�..,•..�.=.•�s-.�,..^,-.-m�-.-. L. y^-ae' :1 w.b""wwr a.r.ra Nrww aeALa me rlwa.r,.,.l.nrw 4 ..w�.�.W.v.w.«✓eglW�ww„Ar..wl Iurcltlr.wwwi rAwmw,.l..,� y� PAO.R•G7i20tiinO DATA vltNtrLMa -t•-1 �_ w"�rs"..✓; .Id..• '",r:.Yi Pa.P...o.,r.alwl•,.+r.wnr TA!(MM. iocoiDa-a+sd m� .�-�-.---------___-.—_ wa _ V �w 'sgeea� a ;atrYxa nenua Na(xe - a � �: wwp �aew•+ln1A `wyw��'w a:w-O.�m�aiN wrr���.m W vµ LOr e4vawt 1 f :1 to E si.miww.A Ynay WemMw w�w�..M✓a�.�M�WWwTgr� py MFFF� y Gylµ{pwww{MO • !wYhw.l.w,wlW pspp/"�`�w�yrwlieyWapwrews" ' LP3WIRIdI TOORMIh MLA a 9I �.� ` C M F!OIu1NY1`�n lVwY vri.weH M.01 ,✓wq•Is.kM s, wD.7Hw'whr✓wyrwd mlrM WMIlG„nw��r 'TDrM.IDT MCA aTaraa Or'. P.Y:, .'0^"e.n!'6w."a,b1WRww`..`"".:e,wW'w• ro,.""".+.nw'a°!r'.'."""'r ."'�"�1"! Poutel a�a+aa aav or. ®n4 - ,...•-.i�.-...�.•,rr--..r..-=:e= -. .'r.. o."' < llelaa'^�wa.rw! a.wl,nmw,,,wrnowieWeN.R raiw ,,,,, «"N'@`,W.°�0e'a."�`wmrr !«wr`yw cavaaa>Roux.'r is$er. 1% i ---.s �.�'<'..a"`"wr:"!'.�a••S°o>s n.�.wr.,.:�w.M.,L.:ewr,w, Q .r.al.,.+lax.-.. rAMel ero@ r9 er, '��,w,.w"w. ° •v0 " w '."':7 !Aw"m�"m.. " .mw sAsa®sanwrerxm ner. cab 1 w n ' .mrWrrre,�nwA;✓ rtwvr`Wm� rw.,y y..sxl nmrm..e xaearo lna. laser, M I a ✓- Way yA.Wn Mrwd..www,. TorALAreA@Auenwcwn Nraaer. on l WArnM�/ MWwmVmwwW6M! x( wr�srly,W +rww„iw W�� l .YIW:NM Iar LO�LM�MLA`l'S1-=4.% _ u..M e}aM. _ �Wea�pa✓yvpwR'✓`i.va� `•_.. LWw�w� �yy�y yybw� 1M�,ray�q,n '.n....�.�/�/_./'•^i..ni...nw•,.+n.M.�`.+la++e+. } _ 1� giw'weN �n.✓er.�rO�Rww'W!W'✓N�W� wMYn�4W.�i� ✓A.yN�{ipVd�lwbKlyY9 x!y[�p��wAR�Jy l 1 ...:��::•^.. i� eAwaaani.wW!• �Y+ bmv+WM R.t••..preM6P'!aM NO I 3 ea:mm^ r.w'S".:r�»f°. 1'4"w"'S'N+`1wT.mr,"""e ^,..'.Ay a w iw.wml,.Rw• wvgzxr a " .will":'✓�,�'+riwe`":•ww`ww.'...'°E°u.�r wwr°a✓!�.'p+;m.r saxgRlmlxnmsarLT rc+cnm To® � I i aFje r��M11[a11,Ce er'n,C TeM@ g, ��� p'•r 1 �w1yy�y(q WPa ppy WRr Awaaa,m.,,Y lev l.narAra WlnOU el YCeLaW.AN NOT yL N4A`-'� r0W0�`i,a�lWlMm�VI'.�w n,Gltl Wan^vRf•�WWe�aawMw619�Nson LIXAICO NT JI WO@iMSIMmrOmT. flrMr yy�,•W arm w,.y,a'✓Yr L�.y Yasalwru�✓rMw MrluT,a1W/aa AftC/ATDNB laPm Lxeat 141W Na0 1 �mTNI�L i �Yw�,ktNWW Mn.ltlNiWrY�ilwa luPt w�l�wP R-'9W rJ uw.w.�l.er I.Ib N�0.t ka.L.6lardea9 rIMH R6@ I^�y�y✓np AW1M.see1N 1, a�'lROPGrl LLM. ,A VrM!RINIr�I^n INfl,Retr.a vBY'NN m I �W'1bM_Np/ It 1 N�w.a`�u'.'".E:'.w.e"a"m rmt.�wra",w.` ,m,,:.�>�.'.^�..s.r.www.G...r.w..Aw. •L � ""me+na°M'Ra."w"i Ne.+i®m•sweal„ q veacaavec A,r la!l w,lrwdr..��w.r.o II 'rae✓aP✓w M`r,�na.✓v'^+^!� ;w"".r°�rTT`i�.lw,...••P+a APt✓wwW gray+ R�imwrr.�rwama � "-- --- - ! 0 6wNel e.wa ArYe 8M W J---�wr.avxx-ssr==i. ....,-._m.- >,.low e�w�wf LYrvi� .uW+NYuep nwTYJWwvr � `�"iwWaol"d'�""�'"aw�°�!'"�°ire4eN"gr•"wa"" m.raWP.r.✓nRw...^„""' I ESve.Rn? I mT 1 g .. e..mR mro marae,^+rwr•Aw`�a " .�ac�rAare�m.m:w. N ( 1 A �ao. _ rplml � ��a.�iar �w..,m ww.l. .Im Nre,Y•p rm'NCW eM or � I PAv€awus � ro'nf'i �'• ♦.viww N�ywy Aml r..ra.Wprba w..wr A•w>��roa ® 1 �•ryp A. •cx 1 Nrm Y,Y�mW oWrfsR✓u/N'AMN O•RIb h4 � � I m E Ir�FWYLx�6tlr6 �� I J y�ilwrn'r�sWNpgmm[PM�„M MA^nNtO.Iw��L 6.WN {{{SSS _. ENE oa "w.!'�.✓wr'r'�'°°" w w:smarm 0 I t{ NORTH FORK ESTATES-LOT 2 wnwR iBi^'e•r^�^I Naas i.a tit -�- 1 w- 'j4--- TfrCHOD ENY1 EEf x emrwe...y >aww°°�^"r.e""m�.1etli "'�" ��i+w•oe'im•H--•---�-�-�-� CUTCHOOUE.NY i1986 brwM-1 —WAS I �H91A7Y031I69.!__ _ NMI xC.ww.r "'a"rT1xr".a.w•W - - _ alr MATIUN A&01JILTOUILT6RE PLM1N PF'OLK G9UNTY HeALTH DEPARTMENT APPROVAL ,*,REFBRGNGE NO.,R-22-0 q ' FP SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 6 R I F P I N G 5 T R 2 E? ` SP-101.01 APPROVAL OF CONSTRUCTED WORKS FOR a m o -------------------;;;,,x. --------.-.-__e_____.,. ASINGLE FAMILY RESIDENCE a _ aAmaL/aoyas 1.01`2 Ref Na.Date R-=-0117� 70 -.` A @i m iAr it mnm mr em+mmaua. r+.r„✓..,u.✓..•^.r+r- .-'-h.*v�..n.>»s+...,,w.a,.- t417p2A H.S. _ ' IN' cmavxL ucut7-�leNc�+a Y+n++r:. an+s —7Yl �� [aNPCMgIsw..w need a+u " roMo rm aN.E @ALL PalClAr'di tW Le , A✓.lNw@m b•MUTlN,�@etpi DlTNalal The sewage disposal and water supply facilities at this location have been inspeded and/or certified by this Department or other agences and found to be satisfactory FOR A MAXIMUM OF a ._ BEDROOMS. w^ l:Fr. SITt:PLAIN awRc acML CRAIG KNEPPER,RE.,CHIEF ewLc,i•ma Orrice of wastewater management ZL ELECTR ICAL SERVICE I I TO FU.IICLEAN ALARM/CONT77OL PANEL 1W Y q gi IDI I t ryf 102 1 1 gFgog to rN b 104 N MAIN ELECTRICAL PANEL AT DWELLING I tt3 � �0 win ie .0 rs waiu mmrl�oLlc.ema ear i w�t+ayn,ne n(a�ea m.r r.a luw•cHc.e )` f0) ecsewamoa �a+."»,w rau.o m Y.em meru:•w: Miami.lim )jff( MAIN BRC'AKE�R I 10B � rma 109 enmSYim •• I Ill �r 192 vu n o nu I ra as M I 0)12 D 154 co } I 114 ,nla 1$ I ' I 1 1 I 1 I � I i V (jt I 1ts % , r,. , cm 137 i d s l owl 0 [C''Ot'�OPBo"['LTOu"' ' 0) �- -i µp ok 0% B°wRO�oPI,n°" s Ita t16o i }---------- I2p CNN r 161 i L---------- i I p ---------I r--------- Q oaDtcn7w,�a AF P t22 o18AlaAreB et 0 0 I 124 yBVm1 1 I2G t66 I 1MB71 Wi'tlODS{ ND/01 RNPS)F1US[il Bf 011(Ib I ' 126 IQ 1 ND 119 t't UL APPP01® t♦19 RCS 121 p� 169 1 I its &'ram--_-�rnye,�-... -------- r-•• 1694 � 19 ID nlY ill 171 I1 1[IP[AFNg RATIIL 7LLSGI PS 8AF I WCtMI;kD( r. 917 t2 1 C0N[tT WOJID LUG 1N PANEL TO A SMK[AI7N(DEEDID i D2 AN, 173 L CA00D LINES A[iOCSUIf rIfLD VIAIKI r1FLD mm S[tIt(N 133174 FW15, EAN SINGLE LINE DIAGRAM vlM.6wha�-..</t./L,r..-h.+4rv./.�.++.l--�h/sJ-^aa.�.s•�+.,t- ,d'p�' Mn^'^-"r."A.•.-'YVL../�^+L»^wrwr.,'L�4�+h.F_.w.�.e.A6tr_.M°..six"W:^t:rv..f�sor.-w."�r..r^..r^w✓+.-`-n++.++:Mn..'...+w�.h.�'� � � y- nm.m�.,pgpyMryJp ,�! .r^-_ •'-�.� s �t �W f7F. �} Bry(y•.N� V.. le. MIB1 Hid f:rvr 'M�a'', ! ♦ t _ w o-a"rs . csN.y,`_ r ✓ I - c 1 --I- ( _. " NORTH FORK c. w..a y'ty"1v t b ' -`' ESTATES-LOT 2 -----.J4 rA R�e�Pir to ..,� 'Rl vw}+•,`` ✓� L L' ws a 790 GRIFFINIS STREET '; I�'°w.mra.r _ nr u.a. ,.r � , .�a,��._..r1a4� �.,n,;��y,� E`L• pa r� CUTfY1000E,NY 31B98 VARIN0 DIAGRAM SY51EM DUAILB hPOW GAUNTY kEALTH DEPA TNENr APPROV `".'""."'+.s.�„""`.-°-".*°`,. ..'"..''.`�``k....'"^'.,, '-,. _ POLYLOK 2O"DIST.SOX DETAIL REFERS GE NO.,R-92-0`1'19 " RAOE, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �f w SP-102.01 APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE aIMv/LWaa aora Date Iy14nBSA H.S.Ref No. R-22-00Ta !R—E The sewage disposal and water supply facilit�s RlIbis lGWtioa havebeeirkpecled andtor cerUfiad by this Department or altter agencandfoundtobesalistactoryFORAMAXIMUMCF_ D BEDROOMS .,r_^..,.t^r-^-...-'w^> '.-,• .`��, -,`,."a,'.✓"..-""a"-^"""^»."-� ""' '"" )�� Yqv Yt"L VViu'!'.'0•CI 4ae.Y'T 6v o__-W en GK 1(+.'Ys/tU..rl c 7 y� GRAIG KNEPPER,RE.,CHIEF PROPOSED SEPTIC SYSTEM DETAIL GLEAN-OUT DETAIL office of Wastewater Management Km � Drsan� Generated by REScheck-Web Software Compliance Certificate Project North Fork Estates at Cutchogue - Lot 2 Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,510 ft2 Glazing Area 15% 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: 13.1%Better Than Code Maximum UA: 527 Your UA: 458 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. 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 Flat Ceiling: Flat Ceiling or Scissor Truss 1,770 49.0 0.0 0.026 0.026 46 46 Cath Ceiling: Cathedral Ceiling 260 49.0 0.0 0.022 0.026 6 7 South East Wall:Wood Frame, 16" o.c. 883 27.0 0.0 0.051 0.060 42 50 Window:Vinyl Frame 51 0.300 0.320 15 16 SHGC: 0.40 South West Wall: Wood Frame, 16" D.C. 702 27.0 0.0 0.051 0.060 20 24 Door: Solid Door(under 50% glazing) 144 0.300 0.320 43 46 Window 1:Vinyl Frame 158 0.300 0.320 47 50 SHGC: 0.40 North West Wall: Wood Frame, 16" D.C. 870 27.0 0.0 0.051 0.060 40 47 Window 2:Vinyl Frame 81 0.300 0.320 24 26 SHGC: 0.40 North East Wall: Wood Frame, 16"o.c. 998 27.0 0.0 0.051 0.060 39 46 Door 1: Glass Door(over 50% glazing) 94 0.300 0.320 28 30 SHGC: 0.40 Project Title: North Fork Estates at Cutchogue - Lot 2 Report date: 07/19/22 Data filename: Page 1 of 2 P Prop.Gross Area Cavity Cont. Perimeter Window 3:Vinyl Frame 138 0.300 0.320 41 44 SHGC: 0.40 Floor:All-Wood Joist/Truss 2,030 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 buildin en designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory ireme is listed in the REScheck Inspection Checklist. gnu Pceb I to , 2 A .-I/Q ,;?� Name-Title Signature Date P 441 ,0—s 0.�74 A yam 0 Project Title: North Fork Estates at Cutchogue - Lot 2 Report date: 07/19/22 Data filename: Page 2 of 2 NJ/ 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 ALL PLUMBINQ &.WATER t�iNES NEED APR ��®asINDG,. DATE: B.P.# FEE: ELECTRICAL NOTIFY B :r INSPECTION REQUIRED {RTMENT AT 765-1802 8 AM TC .a Phlt FOR THE FOLLOWING INSPECT!-DNS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE.2. ROUGH - FRAMING & PLUMBING TRUSS PLACARDING REGUIRED 3. INSULATION 4. FINAL - CONSYR, '—!ON MUST � BE COMPLETE ­-- -_,D. ALL CONSTRUCTir— , SHALL MEET THE DO NOT PROCEED WK., REQUIREMENTS OF THE CODES OF NEW FRAMING UNTIL SURVEY:;` YORK STATE. NOT RESPONSIBLE FOR OO FOUNDATION-IOCATIOIV DESIGN OR CONSTRUCTION ERRORS. -�,,,I AS.BEERAP.,PROVED.. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Must provide Manuals q ,, - D,J and S as per Sc . 1 N OARD NYS Energy Code I' -. t8--fi6t fi TEES I�� Blower door OCC.UPANUY vl and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFIC' IF OC C U P A NI I , All exterior lighting installed,replaced or RETAIN STORM WATER RUNOFF repaired shall conform PURSUANT TO CHAPTER 236 to Chapter 172 OF THE TOWN CODE. of the Town Code PLUMBER CEliTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANT SOLDER USED IN WATER SUPPL Y SYSTEA+f CANNOT EXCEED 2/,10 OF 1`% LEAD. SITE PLAN HATCH KEY: low PROPOSED BUILDING ADDITION IV I ® PROPOSED ACCESSORY STRUCTURE U) F ® `W ® PROPOSED 2ND STORY w a Du) (0o�/� w VACANT LAND •-- O O 5 40015'20" E - - - - - 1 - - - - � Z :- - - - - - - - L07 O mod' EL=31.0' w EL=31°I >, U to I °-.., ��`w, _ ._ r. ! �� �y " � ;�.I:�: Q .- m O Y � ;; '"°v °�•' a: C� ®O I .®O PROJECT LOCATION &SCOPE .s `'e . °'� •�`°. SITE PLAN & ZONING DATAON .-Zk; +� _ SUBJECT PROPERTY �*y "i 46 GENERAL NOTES VJ w 50' FEAF, Y GIGARD SETE3A _ - - I � ; ^:" y `" ` • �� � . ,-.`, " r� ENERGY TABLE -• _j �► r r{• °4 ,' ' �' , '`�, �'' $ °` ;�*r � � 'n'` qC� STRUCTURAL DESIGN CHARTS • - i ' 1 4. '• .. �W. '"k 1 '� ° +wit. - 1 HOLDOWN, ANCHOR BOLTP , ` ^' STRAPPING, v 3 o PROP. APING, & NAILING DETAILS o WD. DECK ry m z w Q FASTENING SCHEDULE i tv- v I I /f'ROP� 33.0' Q } Q e �3; Q I DRY- /_� ty Q o -®®�.®® FRAMING GRAPHICS o �, ��,ELL IrnROP�, I kn M_j LOCATION MAP BEAM CONNECTION PATTERNS ua_� I = DRY w O z n Iri z I ,� 0 ��^IELL Q I I 0 p SCALE: NTS FIREBLOCKING DETAILS �J� o �' a- � 0 - 0 I •O0 PROPOSED FOUNDATION PLAN v l PROP. 2-STORY VV. Q Q ----- FRAME DWELLING w/ I Q �/ BASEMENT $ GARAGE 0) (4 BEDROOMS) I - PROPOSED NE N 2 STORY 1ND. FRAME DNELL I NO 1N/ BASEMENT 4 - I ®� PROPOSED FIRST FLOOR PLAN 0 O j ----- m GARAGE SLAB EL'=27.7' O�Rri n -\ ^^ OE w I /PROPS I 1 Q I I I ( � DRY-IELL/ A- 105.00 PROPOSED SECOND FLOOR PLAN I I 17.0' 25.6' ��^ NO j 1 17.4' OF. 7.3' 45.0' t 1 COVERED t PORCH I w �p(HOLE I TEST FR0�E�T DATA : _ jj J®CEL.=28.4' PROPOSED EXTERIOR ELEVATIONS O J 40' ERONT YARD SETBACK rL I j O I PROJECT / ZONING DATA I W I 0 � TAX MAP # 1000-IO2-05-q.a --1 I z I� PROP. I ZONING DISTRICT HB / uG JJJ A-202 .00 PROPOSED EXTERIOR ELEVATIONS �I v 1 / - N I ASPHALT 0 4 i ; It I DRIVEWAY LOT AREA 0.6 ACRES 0 tu I ♦ ID p j w 1 - I I SUFFOLK COUNTY HD APPROVAL REQUIRED 4 w I 01 I - - A-501 .00 BUILDING SECTIONS V PROP. I PROP. PROP. I - -- - I- EL=21.3 to Q I m I PROP. HABITABLE SPACE PROPOSED z STREET ( I STREET STREET I STREET t � ui TREE 0 ( TREE TREE I TREE BASEMENT AREA EL=26.8' - _ 2 142.52 0 I Ql o a I o a o O A-502 .00 BUILDING SECTIONS 0 - -�- - - - - - - - - - - - - FIRST FLOOR AREA 1,770.0 S.F. - DESIGN DETAILS W 1 SECOND FLCOR AREA I,-13q.9 S.F. I TOTAL BEDROOM COUNT 4 ui GONG. WALK - --- -- A-401 .00 DESIGN DETAILS o I GONG. CURB I J _ _ _ _ - - PROJECT: I LOT COVERAGE I LOT •®O PROPOSED STRUCTURAL PLANS NORTH FORK I DESGRIPTIOrt (FOOTPRINT) AREA COVERAGE ESTATES - LOT 2 ORIFF INO STREET TOTAL LOT AREA 27 3g3.0 S.F. I PROPOSED HOUSE 4 GARAGE 2,47a S.F. ( a.0% 5- 102 .00 PROPOSED STRUCTURAL PLANS GRIFFING PROP. WATER MAIN ® STREET I PROPOSED COVERED PORCH 114 S.F. 0.4% STREET -------------------------------------------------1---------------------------------------- _ -- CUTCHOGUE, NY 11935 PROPOSED WOOD DECK 207 S.F. � 0.a% TOTAL AREA OF ALL STRUCTURES 2800.o S.F. 10.2% 5- I 0 j•00 PROPOSED STRUCTURAL PLANS DRAWING TITLE: "MAXIMUM LOT COVERAGE ALLOWED - 20.0% , 1 PROJECT LOCATION &SCOPE S I TE FLAN SITE PLAN & ZONING DATA SCALE: 1" = 15'-0' \� � 50 04.00 PROPOSED STRUCTURAL PLANS REGtUIRED SETBACKS MAIN BUILDING � �Y'Q, PAGE: ' REQUIRED PROPOSED COMPLIES / - 0 .®0 DWV/WATER SUPPLY RISER GAS RISER G-001m00 FRONT YARD 40.0' 46.2' YES SIDE YARD 15.0' 45.7' YES DATE: 07/05/22 1 OF 17 BOTH SIDE YARDS 55.0' q7.6' YE5 REAR YARD 50.0' V ba.2' YES SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S 51TE PLAN 8 IS SUBJECT TO VERIFICATION BY A LICENSED � �D A&C'�� SURVEYOR. THE INFORMATION 'S REPRESENTED ON THIS SITE PLAN IS TO THE ��� l r'� po ARCHITECT'S BEST OF KNOWLEDGE. d 2. SURVEY INFORMATION WAS OBTAINED A 'g o FROM A SURVEY DATED MARCH 3, 2022 AND PREPARED BY: f ' U r' ` SECCAFIGO LAND SURVEYING PC. JUL 1 9 2022 ,! � ?40 0�' 500 MONTAUK HIGHWAY ra Te MORICHES, NY IIQ55 �F M� (b31) 878-0120 IN IN OF Sc DEF#: CARPENTRY WOOD FRAMING MATERIAL STANDARDS �IG, NOTES Si= G I I G TI ON5 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 a BETTER (Fb = 8T5) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE FOU CONTRACTORS CONCRETE s OVER VERIFY ALL, AND ASONRYMEN IONS OF EXISTING FOUNDATION AS IT �� X\/ �I O I `�✓ OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE - _- _ Q T06ET'HER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR".5 RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE Ib" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING,OR TESTING BY AN APPROVED SUB-GONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF BD, BOARD INSUL. 1 INSULATION JI SPWIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO PORK W MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. Q GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE BFE BASE FLOOD ELEVATION _LINT. INTERIOR 1 w 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L -- ___ Lij GENERAL PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS(1) Vxb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD BLDG. BUILDING K I KIPS (1000 LBS) -1 J M I. No WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT,AS 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. -11 APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR 4. FOOTINGS TO REST A MIN. OF �'-O" BELOW GRADE,UNLESS - - __� OTHERWISE NOTED L B.O. BOTTOM OF MAX. MAXIMUM ++ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, j Lo Q ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWIN65, U.O.N. BOT. BOTTOM STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 1 MEGH. �LMEGHANIGAL Q C0 FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS BOTTOM OF WALL MIN. MINIMUM 0 -v Q 3. ALL WORK SHALL CONFORM TO NATIONAL.,STATE,AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH I.B. B.O.H.� l� = w T- 0 AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, UNTIL I�TIER OF FRAMING 15 IN PLACE. U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, F.J. CEILING JOIST - NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ia88 L_ d- 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. ___ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN - O C Z �, OF THE OWNER/BUILDER 7. 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 POCKETS, UTILITIES, ETC. TO BE FILLED NYG BG ��NEW YORK CITY BUILDING CODE a- .p N WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH A5 THE - .Y 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS " SOLID WITH CONCRETE. O.G. ON CENTER 8. MIN. HEADER TO BE (2) 2"xl0 UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE GONT. CONTINUOUS >% � U 1 SHALL BE CLARIFIED WITH THE ARCHITEOVENCINEER BEFORE PROCEEDING 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q, ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. O O +' WITH THE WORK. a. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE �DBL. DOUBLE OGG. �OGGUPANGY P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-�Iq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 S O -N 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.S.I.,U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION ♦' N -i-+ UNLESS APPROVED BY THE ARCHITEOVEN61'NEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FA5TENIN6 SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET - C O ON PAGE 6-003. GENERALLY,SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED II. CONC. SLABS TO REST ON MIN.OF b" FINE GRAVEL OR SAND WITH [DIM. DIMENSION ��P. GONG. POURED CONCRETE na 0 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF CDX GRADE,UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER W BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. DECK JOISTS PL. I PLATE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EMBLIE5 U51NO PREFABRICATED _ 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5T'M D5055 12. COPPER FLASH ALL JOINTS WIiERE SLAB ABUTS FRAMING. EA, EACH 11. SUB FLOORING,GENERALLY,TO BE OF 5/4" THICKNESS AND OF CDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING PLYWD. �L PLYWOOD 11. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING A5 PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV`. ELEVATION DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL (1) WALL TIE PER (5) 50. FT. i'•T• PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EQUIP. EQUIPMENT CERTIFICATES, GERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, REQ'D �LREQUIRED --1---J _ MAX. 32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXI5TING ° II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI&HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES _ _ - Ri - RISER �J( 1 D AND SHALL NOT BE ALTERED OR BE REPRCDUGED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF 15. APPLY (I) G PE OAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM RMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF FROM FOOTING TO 2" ABOVE FINISH GRADE. �Yl 14. PROVIDE WGROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THI5 DOGUMEN, THE F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER (1) f I I 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 8'-O" AND AT EVERY 8'-O". 60VERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES _ RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. OF 40-FCONCRETE AND FALLING,UNLESS APPROVED BY ARGHITEGT/EN&INEER. NO FAR FLOOR AREA RATIO � STL. STEEL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE CONCRETE SHALL BE PLACED ON FROZEN SURFACES. _ 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 0-005. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 U51NO PREFABRICATED F.A.V. FRESH AIR VENT S.V. SMART VENT • WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE I"i. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY __ 14. THE CONTRACTOR SHALL KEEP PREM15E5 REASONABLY GLEAN AT ALL &OVERNIN6 BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS ARCHITECT/ENGINEER. - 1 Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS FF FINISHED FLOOR 1 TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK,THE C:ONTRAGTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE RUBBISH, WASTE MATERIALS,TOOLS,ETC.,Gl-EAN GLASS AND LEAVE WORK CONNECTED WOOD TRU55 GON5TRUGTION, THE TRUSS DESIGN DRAWINGS, Ia. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND F= ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS U BROOM GLEAN. 1'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL 19. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A F.J. FLOOR J015T5 I THK. l THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY,SEPARATE DOUBLE J015T THE THICKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR &YP5UM MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. - AND ORDINANCES. WALLBOARD, A5TM C3-F SPECIFICATION FOR GYPSUM LATH,OR A5TM G?q PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FOUND. FOUNDATION T.O.W. TOP OF WALL FLOOR SHALL NEVER EXCEED A I6' SPAN. - -- -__ _ SPECIFICATION FOR GYPSUM SHEATHING BOARD. CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORGIN6. FRGE FLOOD RESISTANT GONSTRUGTION ELEVATION Tr TREAD = ° 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING _- �/ J THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 0-005. I.-I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED" FR FRAME COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BA51G HARDBOARD OF A5 IN SOLID 3 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8 _ � TYP. TYPICAL n 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED I _ IT. THE CONTRACTOR SHALL INDEMNIFY AND' HOLD HARMLESS THE OWNER, ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AROWTEOVENGINEER,AND THEIR A0ENT5 AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.5 STRUCTURAL PANELS: l �� r AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 PLUMBING FTC. �OOTING I1 VERT. VERTICAL METAL BY REPEATED BRUSHING,DIPPING,OR SOAKING UNTIL THE WOOD ____ _ ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE,AND VENT(DWV) �YP. BD. GYPSUM BOARD V.I.F. VERIFY INFIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L05S OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC REGULATIONS. _ L �� 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLA5HIN6,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLAT>=,DECK GONSTRUGTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 2•PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. H.D. HOLD DOWN W/ WITH ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE To REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOE5 IN DIRECTION HDR HEADER WD, ILWOOD _____ --------------]I < WHOLE OR IN PART BY ANY NEGLIGENT ACTOR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE AND AT SASE OF VERTICAL WASTE PIPES. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HNGR HANGER ZR I ZONING RESOLUTION EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. TRUSS JOIST McMILLIAN IAE MIGROLAM BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. &EOR61A PACIFIC 2.OE G-P LAM 1.82. ORIENTED-STRAND BOARD (655), WAFERBOARD ORIENTED-STRAND 4• USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER �- _ I -- _ ---1 PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR wAFERBOARD USED IN STRUCTURAL IONS SHALL MEET FOOT. HOR. HORIZONTAL A. TRU55 JOIST MGMILLIAN 2.0E PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT ALL MATERIALS, ASSEMBLIES, AND METHOD , CONSTRUCTION NAI ON INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS,UNLESS OTHERWISE NOTED: _ - _ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING,NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - DISH WASHER.........................................2" OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - KITCHEN SINK........................................2" INSULATION $ FENESTRATION REOU I REMEI `lTS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN& BUILDING CODE, - LAVATORY..............................................2' APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL -SHOWER/TUB..........................................2" -__ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY - TOILET........................................................5" AUTHORIZATION OF THE ARCHITECT/ENOINEER• REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE - LAUNDRY ••••••••••••••••••••.............................2" PROPOSED DESIGN GORE PRESGRIPTI\lE VALUE 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. - FLOOR DRAIN.........................................3" COMPONENT COMPLIES 141. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NYSECCC) NEEDED,UNLESS OTHERWISE SPECIFIED. ALL. DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI44.1 CELLULO5I0 THROUGH ROOF. _ _ EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 02O& STANDARD SPECIFICATION FOR MAX. U-VALUE = 0.52 20. CONTRACTOR TO REMOVE 3 RELOCATE: AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL0510 FIBER IN5ULATIN6 BOARD. 1.D PROVIDE SAS REO'D.F HOSE IE55 WITH EASILY ACCESSIBLE DRAIN d U-VALUE = 0.25 WHICH INTERFERES WITH NEW GONSTRUGTION. IN A WORKMAN LIKE MANNER. DRAIN COOKS AS REQb. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.3o GFM/SF YES HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOES. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN PROTECTION. PER R402.4.3 d TABLE R402.1.4 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. - - - _ SPECIFICATIONS,UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 5. WASTE FROM CLOTHES WASHER5 AND LAUNDRY TUBS ARE TO BE PROVIDED MIN. R-VALUE = 49 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED WITH BACK FLOW PROTECTION. CEILING R-VALUE R-4�1 BATT INSULATION YES 22. PROVIDE FIREBLOGKIN6 A5 PER NEW YORK ACCESSIBILITY STANDARDS. (PS- U,THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL PER TABLE R4o2.1.2 - CLIMATE ZONE 4 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENT5 A5 SET FORTH IN APPLICABLE CODE EVALUATION q THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL - - _ OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL HEALTH DEPARTMENT STANDARDS AND REGULATIONS. MIN. R-VALUE = 49 UNAUTHORIZED USE UNDER FEDERAL LAW B1' THE ARCHITECTURAL WORKS GEILIN6 R-VALUE R-4a SPRAY FOAM INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES COPYRIGHT PROTECTION ACT OF 1940 (AHOPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR __ -__ -__ .____ --- ___ _ _ _. _-_ ___ CONTRACTORS ATTENTION I5 DIRECTED TO THE APPLICABLE DETAILS, TO CONGEALMENT OF PLUMBING. EXTERIOR (2"xb") WOOD R-14 (2")5PRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND FRAM= WALL R-VALUE R-13 BATT INSULATION (TOTAL R-Tl) PER TABLE R402.1.2 - CLIMATE ZONE 4 YES GORES AND REFERENCE STANDARD: SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING 11. NOTCHING AND BORING BI STUDS,JOISTS, RAFTERS AS PER BUILDING CODE. HEX BOLTS AND SCREWS (INCH SERIES). _______ ________ _ _ I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NO NOTGHIN6 AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED _ SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING - - i STATE BUILDING CODE, 2020 NEW YORK 51-ATE RESIDENTIAL CODE, 2020 NOR ANY POTENTIAL DAMAGE THEREOF. R-30 GATT INSULATION MIN R-VALUE = IQ ! Z NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 1�EW YORK SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.22. LAG SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ FLOOR R-VALUE R-21 (3") SPRAY FOAM INSULATION W SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). A5ME 5182.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). PER TABLE R402.1.2 - CLIMATE ZONE 4 YES STATE ENERGY CONSERVATION CONSTRUCTION GORE. ® RIM JOIST HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. - - -- - - _---_ - - -- _ 2 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ELECTRICAL: - O 2. REFERENCE STANDARD USED FOR ALL HOOD FRAMING, CONNECTIONS OF I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM COMPLIANCE STATEMENT: U WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN TO 201"i NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW YORK STATE TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ENERGY CONSERVATION CONELECTRIC COUGTION GORE. (AFdPA) AMERICAN WOOD COUNCIL (AWG). TREATED WOOD 4 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVL=RNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE U51NG CHAPTER 4 [RE]. Ir WALL w/STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 5EGURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2. CONTRACTOR WILL FURNISF+ A FIRE UNDERWRITERS GERTIFIGATE UPON PLUMBING CODE. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND COMPLETTIONION OR OF WORK. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (® MIN. W' GAGE ARE SPECIFIED, MINIMUM ASTM A653,STRUCTURAL QUALITY, GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA T2: _ ___ Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED® POSTING,OP,U.O.N). - 6ENERALLY,VERIFY OR PROVIDE HARD WIRED a MECHANICAL GORE AND 2020 NEW YORK STATE FUEL OAS CODE. HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE T FOR 14 I BUILDING CODE AND ANY SMOKE DETECTORS w/BATTERY BACK-UP IN: TABLE R50 I.7 IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. A. EACH SLEEPING ROOM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - - - _. _ PROJECT: CODE,NFPA 70 AND 2020 NEW YORK 5TA'IE ENERGY CONSERVATION U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4"BENT PLATE 5" LONG CONSTRUCTION CODE. w/6" RI5E d w/(2) s/4'"4) BOLTS THROUGH CENTER LINE OF VERTICAL LEOS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ER.5:A5n F NAILS, STANDARD B. OUTSIDE OF EACH SEPARATE SLEEPING GROUND SNOW LOAD -r- 25 LIDS SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. AREA IN THE IMMEDIATE VIG INITY OF ALLOWABLE NORTH FORK 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE BEDROOMS (GENERALLY THE HALLWAY) STRUCTU SPEED 150 MPH RAL MEMBER BASIC WIND SPE GENERAL WIND PROTECTION CONNECTION NOTES: ASPHALT ROOFING SHINGLES DEFLECTION ESTATES LOT 2 ADAPTED FROM STANDARD FOR HURRICANE RF-515TANT RESIDENTIAL I. ALL SLOPED ROOFING 5HINOLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS THE GOVERNING BUILDING GORE - GONSTRUGTION;SSTD 10-99 AND 2018 58G HIGH WIND EDITION WOOD FRAME SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMEENN TS AS SET FORTH IN THE G. EVERY LEVEL OF DWELLING RAFTERS HAYING SLOPES GREATER THEN 3/12 L/I80 GON5TR ITION MANUFACTURER'S CODE EVALUATION REPORTS. (BA5MENT,FIRST FLOOR, k SECOND FLOOR, ETOJ EXPOSURE CATE60RY B WNO FINISHED GEILIN6 ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, 2. SHINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE SEISMIC DESIGN CATEGORY B 2.2.-I. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B I8.6.1 FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE MECHANICAL, FUEL GAS: AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL WOOD50REW5 (INCH SERIES). INTERIOR WALLS d PARTITIONS H/150 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT LINE. a 24" FROM ALL VALLEYS,AND ROOF FLA5HIN&CONDITIONS. I. MECHANICAL AND FUEL 6A5 SY5TEMS SHALL COMPLY w/THE WEATHERING SEVERE GLA55 WINDOWS AND DOORS GRIFFING STREET INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 1. ALL GLA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. NY5 MECHANICAL CODE AND FUEL GAS CODE FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH 5'-O" CUTCHOGUE NY 11935 BE USED IN ACCORDANCE WITH MANUFA..TURER'S RECOMMENDATIONS. CONSTRUCTION. 3. METAL PLATES,CONNECTORS, 5GREW5, BOLT5 AND NAILS EXPOSED 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S CLEARANCES ARE PROVIDED. TERMITE MODERATE TO HEAVY AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SPECIFICATIONS. 3. ALL SLIDING CLASS DOOR5,SKYLIGHTS,AND ANY CLASS UNIT INSTALLED EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT' WOOD STRUCTURAL PANEL 5. NAILING OF ROOFING SHALL BE TO CODE. WITHIN 1W OF FIN15HED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, _ GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE UNLESS OTHERWISE NOTED. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE 4. ALL GLAS5 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH AND AT LEAST ONE STUD AT EACH 51DE'. OF OPENING. PERMITTED MANUFACTURER'S SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 11 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING -7. PROVIDE (2) LAYERS OF I5# ASPHALT BUILDIN6 FELT UNDERLAYMENT FOR 5 ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 2:12 PITCHES TO 4:12 PITCHES ENERGY CONSERVATION CONSTRUCTION CODE. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 8. ASPHALT SHINGLES SHALL E TESTED 5T DETERMINE THE RESISTANCE OF b. PROVIDE FLA5HINO PANS UNDER ALL 5LIDIN6 CLASS DOORS, WINDOWS, OR STRUGTUR L DE51 C N L0,4D5 PAGE: THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. INSULATION "1. FLOOR TO FLOOR HOLD-DOWNS TO BE 'PROVIDED EVERY 48" AND EVERY 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL - ���� LIVE LOAD DEAD LOADG-OO2mOO FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. USE 16" WITHIN 4' OF EXTERIOR CORNERS. FOIL TO BE PLACED TOWARD WARM SIDE. E::�:__�� 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS EXTERIOR BALCONIES 40 psf 15 sf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BCLT DIAMETER 2. PROVIDE 2" �R-10 RI FOAM INSULATION FOR EXTERIOR FOUNDATION SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. P P WALLS FROM 6 BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY OF I" AND 5"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DECKS 40 psf 15 psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FOUNDATION WATERPROOFING. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE DATE: 07/05/22 2 OF 17 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF-I" IN CONCRETE/MASONRY CONTRACTOR TO VERIFY THAT THE CHARACTFRIST105 OF THE WINDOW MATCH PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 3. GENERALLY, UNLESS NOTED OTHERWI5E, INSULATE AS FOLLOWS: THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 1' AND AT SPACING NOT EXCEEDING 4' ON CENTER. - 4" R-30 FOR FLAT GEILIN65 CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DEVON PRESSURE, GYPSUM WALL BOARD - 825" R-50C FOR VAULTED AND CATHEDRAL GEILIN65 ROUGH OPENING, U-FACTOR,LIGHT AREA,VENT AREA, AND E6RE55 ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL B:. OF A TAPE JOINT AND JOINT - 5 5" R-15 FOR 2"x4" WALL CONSTRUCTION REQUIREMENTS. COMPOUND METHOD. - 525" R-21 FOR 2"xb" WALL CONSTRUCTION ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 sf 15 sf - 5.25" R-21 FOR FLOORS 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE P p �} 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLESS TEMPERED 6LA55. i``�D�- e_ // OTHERWISE NOTED. WATER RE515TANT(W.R) AT BATHROOMS AND WHERE SITE WORK ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �C? �.( M. f�� �� DEEMED APPLICABLE. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. k2 (}N '1,� I. STAKEOUT I5 TO BE PERFORMED BY A LICENSED SURVEYOR cl GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE 4 ��Z' A SLEEPING ROOMS 30 psf 15 psf .%. �- 3. 5/8",ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND HALLS MISSILE TEST OF ASTM EIg96 AND ASTM EI886 AS MODIFIED BY 2020 NY5 BGQ, 2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE I5 A DISCREPANCY, ire ' ti (WHERE APPLICABLE) AT HEAT PRODUCING ;EQUIPMENT TO EXTEND THREE FEET RECEIVE CLARIFICATION FROM ARCHITEGT/ENOINEER PRIOR TO PROCEEDING. SECTION 3012.12.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET �. , * IN EACH DIRECTION BEYOND THE UNIT(W. ALSO AT HEAT PRODUCING THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR STAIRS 40 psf 15 psf * ANSI/DASMA 115. _. "a' -! �! EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 3. EXCAVATE AND BACK FILL FOR WORK IND►GATED ON DRAWINGS. ,�;s, ,i�._o CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING GUARDRAILS AND HANDRAILS 200 psf IS psf �'A �. SITE. STOCKPILE ALL EXCAVATED MATERIALS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH .7 0., 'yr•).4 4. FINISH JOINTS,J-BEADS,NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL TF Q r C�a�\sl + TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 12 psf FOR ATTIC11 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR OATH. . ' FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE ALL OPENIN65. 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. R3012.12. ATTACHMENT HARDWARE SHALL BE PERMANENT *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH GORRO51ON-RE5ISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ASGE 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PACE 0-005. ON THE BUILDING. ®� ®l�lN DETAILS T` F I GALS NA I Ls I NO�STRAFF I NO REOU I REMENTS FOR FASTENING SCHEDULE � Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F Ls I F T/ SHEAR/ $ LATERAL N I I V D RE S I ✓T A N G E NOTE: TH 1 S SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE 0-003 FOR STRAPPING AND NAILINO REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) W "ALL STRAPPING TO BE IY4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE USE I Od NA I L5 I F STRAPPING I S OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) _ ' �' HOEDOWN ��� DESCRIPTION FASTENER SPEC. F FASTENER loxf C O HOEDOWN CONNECTION I�t I Ls I I�� �R I AND QUANTITY SPACING p O O FOR FOUNDATIONS T ROOF 4 CEILING FRAMING I.DIM's ARE ALL MIN.We BASED ON U5E OF ONLY A Ibd i NDWALL COMMON NAIL w/o PREBORED HOLES. O C Z ENDWALL 2. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER CORNER STUD AT RAFTER TO RIDGE R,R SERVICE N (3) 2X FULL / HE��T STUD � 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR IN DRY USE HEIGHT STUD CORNER STUD CONNECTED HE GONNEGTION: 2" GEILINO JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST > U ONNEGTED TO TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O O = �ry 0 (EVIDENT DARING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE 6-003 EACH LAP a--- TRANSFER 5HEAR "SIMPSON" HDQS HOLDOWN ANCHOR® 2-16d COMMON FOR STRAP - 3 8 d COMMON . • HOLES,SET NEW MEMBER. NAILS ® EA. END OF STRAP. • .0 O ++ lC) 2-I6d COMMON • • • +� +' NAILS ® 6" O.G. 4 LOCATIONS NOTED NAILS® b" O.G. 4 / � • 4.No MIXING of NAIL SIZES OR TYPES ALLOWED N ON PLANS 10" O.G. IF BLOCKED CEILING J015T LAPS OVER PARTITIONS(FACE-NAIL) q-I( COMMON EACH LAP C C) O" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G C.TIES �" • • 5.5EE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO Q :20 � CORNER P05T ROOF SPANS OF 24' OR OREATER, x TIGHTLY BOND THE END OF THE NAIL TO A 90" ANGLE,5EE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-003 PER TIE .-- 6RAPHIG, USE 4 8 d COMMON NAILS a BELOW) 115IMP50N" HDQa EA. END OF STRAP FOR ROOF n b.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END HOLDOWN ANCHOR® SLOPES OF ST AND GREATER. SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES# TABLE LOCATIONS NOTED ° a GR 4-I. ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI 4 E32 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING CONNECTION: HOEDOWN INSTALLATION OPTIONS: - U � FOR NEW P. COW— FOUND.'s FOR STRAP - 3 PS d COMMON NAILS ® 2 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON ' PER FOOT n , m W W HOEDOWN CAST IN PLACE w/7/8"0 THREADED ROD EA.EA. END OF STRAP: • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P.GONG. OR NEW r NEWLY CURBED FOUND.'s . . I WHEN IN TOWN OF 1SLIP OR NAILING • OTE "1/8"� THREAD ED ROD (PRE-DRILLED) EMBEDDED 12" INTO OEOMETRY EXCEEDS THAT PERMITTED IN 4—J • ' MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24' O.G. CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY B ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE 'SIMPSON" AT SIMP50N # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16' O.G. ALONG EDGES • FOR TOENAILING - 5 S d COMMON NAILS FOR EXIST /NEW C.M.U. (GONG. BLOCK) USE SAME ; TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN CONNECTION FOR G.J. TO R.R. - q 16 d COMMON NAILS �J w/-T/8"(P THREADED ROD REQUIREMENTS FOR ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d GOMMON12 PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW _ _ - CD HOLDOYJN 'G' HOEDOWN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - q 160 COMMON NAILS F FLOOR FRAMING Q FOR MEN 4 EXIST. CONNECTION GI 02 _ JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER J015T (� , FOUNDATIONSFOUNDAT O® ONE STORY ONLY _ W FOR Nrzl^LY POURED (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR ° AT STUD TO FLOOR ASSEMBLY BLOCKING TO SILL or "SIMPSON" HDQS HOLDOWN ANCHOR® 2-I66 COMMON • I ( 5-I6d COMMON EACH BLOCK H3EIGHT sivD � G TO STUD CONNECTION: LOCATIONS NOTED NAILS ® b" O.G. S TOP PLATE (TOE-NAIL) ON PLANS CORNER" 0.0. IF BLOCKED GI K FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T NAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST Y i FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d Oct, N ° I I BELOW - 2 16 d COMMON NAILS —� NAILS ® " O. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON PER FOOT • ROOF 5HEATHINO ° a STRUCTURAL PANELS: LIDINTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD a "SIMP50N"ST 14RJ CONNECTION DI D2 BALKING PERIMETER EDGE ZONE s 8d COMMON 6" EDOE /b" FIELD HOLDOWN INSTALLATION OPTIONS: •EA.BAY &ABLE ENDWALL RAKE OR RAKE TRU55 w/ 8d COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s AT STUD TO FLOOR ASSEMBLY TO SILL CEILING SHEATH I NO HOEDOWN CAST IN PLACE w/'1/8"� THREADED ROD _ . • FOR EXIST. P. GONG, OR NEWLY GURRED FOUND.'s PLATES) CONNECTION: D2 TGONGRETE "SIMPSO0 THREADED ROD N" SET(HIGH STRENGTH EPOEDDED XY INTO FROM x I GYPSUM WALLBOARD Sd COOLERS 7" EDGE/ 10" FIELD " " I/2 MIN. � l ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE 'SIMPSON' AT CORNER ° ° FOR STRAP - 3 8 d COMMON NAILS ® EA. I (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 t-� END OF STRAP (WRAP STRAP UNDER SILL PL.) { I SPECIFIED OR 1/� ° • � j WALL SHEA�THINC� FOR EXIST. /NEW G.M.U. (GONG. BLOGKZ TYP. FOUND. NOTE FOR EA. PLATE TO STUD ABOVE OR BELOW - t FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN w/7/8"O THREADED ROD _2 _I6_ d COMMON NAILS M STRUCTURAL PANELS ad COMMON 6" ED5E / 12" FIELD ALTERNATE GONFI&URATION - ABOVE STUD TO &YP5UM WALLBOARD n 5d COOLERS 'T EDGE / 10' FIELD N ° FLOOR CONNECTION w/ # LPT4 5IMP50N (OR STRAP r+/(s) E- NC� STRAFF I NO @ W I NDON/DOOR HEAL-,-)ER �' ° STANIDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ea NAILS m EA.END 2 OF EA.STRAP TO NAIL- I EA.JOIST (FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE SIMPSON H2.5A) ----- O U NOTATION- STRUCTURAL PANELS: A- NUMBER OF ad NAILS® EA. END OF STRAPPING(2018 WFGM,TABLE 3'1,P. 189) CONNECTION E --" I" or LESS: B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.255,P. 2q GREATER THAN l) -r I": 10 COMMON bn ED&E / 12n FIELD G -NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE: OF HEADER(2015 WFGM,TABLE 5230,P.292; • d COMMON 6" EDGE / 12" FIELD ALTERNATE A5 PER TABLE 3.23D,P. 2113) • D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • ' - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D (2015 W=GM,TABLE 3.71,P. ISq) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 50HEDULF-5 SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. E - NUMBER OF JACK STUDS® EA.END OF HEADER(2015 WFGM,TABLE 3.22F,P. 255) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED S" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5)® EA. 51DE ° SHEAR CAPACITIES, NAILING REOUIREMENT5 FOR STRUCTURAL MEMBER OR SHALL BE DOUBLED, R (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. Iql) °a ° <a a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH.W PROJECT: 2 - WHEN ALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OAP B E a ° ° a FOR STRAP - 3 S d COMMON NAILS ® EA. sNAILS SHALL BE- OR RooF 5HEATPERMITTED N&IWITH N 4' OF THE PERIMETER EDGEIOF ER FOOT. THE ROOF, INCLUDING 4' ON EACHI FASTENING SGHEDULE B ° a as END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK,THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BIE NORTH FORK F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOwmOOR OPENING asS FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. ESTATES - LOT 2 (IN AGGORDANGE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 2 EDITION) '�-..• _16_ d COMMON NAILS A NOTATION ROUI&H A B G D E F G oPNG GRIFFING STREET 2'-0" 2 I I I I I CUTCHOGUE7 NY 11935 4 1 2 2 2 2 SFL_I Cr I NO OF TOF f OABLE ENDWALL =LATE BRAGINO/STRARPINO DRAWING TITLE: " - PROVIDE (2) 2"xIO" HDR (MIND U.O.N. 6'-O" 5 1 5 3 5 5 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, (B) - REQUIRES SILL PLATES OF 2 xb (MIN.) TOP�� __ BLOCKING 2 LEy PROVIDE 7 _2 — 3 4 4 4 SPLICE --{ TOP PLATE SPLICE REQUIREMENTS TOP PLANE SPLICE REQUIREMENTS BAYS BACK® �Tou CKING o 12.O.G. STRAPPING, & NAILING DETAILS LENGTH I FOR WIND - EXPOSURES B40 - FOR WIND - EXPOSURES B4C - 4'-.0" O.G. HEIVE RAKE O.H. ALL OTHER GASES ONE �..a-TORY SLAB ON ORADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE'''` BUILDING MINIMUM SPLICE',2',4 DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) f, TYP.STRAP w/(3) PAGE: &d NAILS EA.END 121-0" 21-011/2'-6" 12-0"' 3'_O" OF EA. STRAP ATTIC G-003m00 A NC:HO R BO L=T Sf E G 1 F 1 C%AT I O NS I6'-O" 3'-O"/3'-q" I6'-O"' 4'--0" — i 20'-0° 4'-O°/5'-O° 20'-0" 5'-O° BLOCKING 2 BAYS SPECIFICATION (2015 WFGM TABLES 5.2A 4 5.26, P. 15?-160) 24'-O" 4'-0"/5'-0" 24'-0" 6'-0" BACK® 4'-0" O.G. CORNER 5.1 - DATE: 07/05/22 3 OF 17 CONDITION FOR ALL STRUCTURES: %,"4' ANCHOR BOLTS ® 51" O7. .G. 28'-O" 5'-O"/6'-3" 2V- 7 "O" '-O •' 32'-O" 6'-O"/T'-6" 32'-0" 8'-O" iv SECOND FLOOR NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE $LO CONNECTION U51NG 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/IO'-O° 40'-0" II'-0" GKING 2 BAYS =DARP I. MIN. T EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS w/ 5" SQUARE WASHERS AND END NUT SETUP; -- BACK® 4'-0" O.G. \� 1N Pa9. p ��' END ., n n " C? C 'j.,. 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-o/12-6" 50-O 13-O STRAP ) �O r1/". C CONDITION IN EXPOSURE BTYP /, , ,.. n TOP TWO COURSES SOLID Sd NAILS EA.END ya, k �a6K, -"A n : " n i n i n OF EA.STRAP ;�` '"� 7 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 Fool WALL 60-O 12-0/IS-O 60-C7 I6-O � ``i.�'t ;�d4 p .fl HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT " • k 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; , „ FIRST FLOOR ' PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -f0'-O" 14'-0" TO'-O' It-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 50-On I61 -On 801-C7n 221-On FROM ENDS AND CORNERS (TWO ® CORNERS) 'I'WALL-1.125 _ (SEE DIAGRAM TO LEFT) 10'WALL- 1.25 15 BLOCKING 2 BAYS ^ N: 12,KALL_II THI5 COLUMN w/MULTIPLIER BACK 0 4'-0' O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UF C 1 RDERS, 5 OR MORE SUFFORTS (THAT EXCEED FRAMING 5TAN7ARDS, IT 15 REG2'D FOR FRAMER TO HAVE A F 1 REBLOGK 1 NC FOR PLATFORM FRAM I NC Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SGHEDULE ASSEMBLY REauIREMEriTs: (FOR ENGINEERED LUMBER [ie. WOOD 1-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO) p AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) a 11 IE/4EOF A6 WHEN GIRDERS MADE IF OF JOISTS NAILED W CPATNETGERNN DESCRIPTION �� TOGETHER 51ME BY SIDE ARE CONTINUOUS OVER 0 BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. 17 NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)Rows lod NAILS o 12"O.G. P THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE •— STUDS `-' B (3)Rows lod NAILS• 12•o.c. SERVES AS FIRESLOPPING. � � N _ P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE � � 5U5FLOOR c (2)ROHS 1/2' m BOLTS o 12"O.G.STA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SUBFLOOR DBL.o ENDS BUILT UP 611ZDER p� MAX.52" O " r -P G PLATE SERVE AS FIRESTOPPING. SOLE PLATE NAILING: 4.FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE -�-+ D (2)ROWS 1/2" O BOLTS o 16"O.G. a'- 0 >�SOLE PLATE ____ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOl5T SERVES AS FIRE5TOPPIN6. SIDE WITH IOd NAILS, ThlO NEAR EACH END OF L }' E (2)ROWS I/2"m BOLTS a 24"O.C. EACH PIECE, OTHERS STAGGERED WITH A DISTANCE O C Z BETWEEN I/6 rj 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING — (2)Rows s-3/b"TRUSSLOGK SGREYIS o 12•O.C. a V4 of A � OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL � F _jj OR OF NONCOM-BUSTIBLE FILL. •d � N 5CREWED ON(U SIDE of MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH U - -_ -- - (2)ROWS 3-3/a'TRU55LOCK SCREWS o 16'O.G. P G ����(U SIDE���� SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE � � to JOIST, OTHERS STAGGERED W/ A DISTANCE OF 32 AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O +, to H (2)ROWS 5-5/5'TRUSSLOGK SGR -15 o 24"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. 0 0 -� T- X JOIST SCREWED ON(1)SIDE OF MEMBER THREE-PIECE 7.FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND 4_0 N MAXIMUM OFFSET (2)ROWS s TRUSSLOGK 5GREw5 m 12'O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d C C> 0 JOIST DEPTH,d _ xR_H_ ON BOTH SIDE OF p 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q � O MATCHED SIZE OF BLOCKING - -- NAILS ON EA. SIDE W/ TWO NEAR EA. END OF EA. - SERVE AS FIRESTOPPIN6. -- (2)ROWS 5'TRUS�LOGK SCREWS• I6'O.G. 4 FIRE5TOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE n > UNDER NON-LOAD BEARING _SCREWED ON BOTH SIDE OF MEMBER W BLOCKING - --- OTHERS STAGGERED W! A D15TANOE OF NOT MORE 3 a. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32 O.G. STUD (2)ROWS 5'TR1155LOGK SCREWS m 24'O G. BETNIEEN I/6 DOUBLE PLATE C��RE D ON BOTH SIDE OF MEMBER a v4 of A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. a. TWO-INCH WOOD BLOCKING OR THE EG2UIVALENT SHALL CEILING L i NG BRACING NG FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS O - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO NOTE: STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/20d NAILS AS SPECIFIED b GABLE ENDWALL PLAN 514ALL LSE CONNECTION PATTERN'A'WHEN b•OR SMALLER FOR THE THREE-PIECE 51RDER. _ IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN'B'WHEN 10"OR LARGER p FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH 4 • — STUD 2.WHEN 50REWIN6 OR NAILING FROM BOTH SIDE5 OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ` OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER BUILT up GIRDER GIRDERS ARE: TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH v SOLE PLATE 2'1 CONTINUOUS (SABLE ENV MASONRY PIERS, NAILED TO WOOD POSTS OR FIRE5TOPPING SHALL NOT BE REGUIRED WHEN THE BOTTOM OF SUBFLOOR 7�5 THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING BAND B LATERAL BRACE® 6'o.c. BOLTED TO STEEL COLUMNS. ( , AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPt'IN6 SHALL BE W JOIST 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED CJ. 5 R NKAOE RAC BY AIR KS OF THE INTERIOR NTS MOVINO FINISH. PLASTER GEI AND OUT L N6 ONE I`�A I L I I�l O F A T TE R I�t S FOR SIDE LOADED SEAMS �I o . FLUSH SEAMS) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH,EXTENDIN6 TO CHIMNEY FACES,WILL SERVE 10) ad -LOCATIONS REQUIRUNG FIRESTOPPIN6- AS FIRESTOPPIN6. NAILS FIRE- FIB_ WOOD FIR-5TOPPING FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING r l MULTIPLE-PIECE MEMBERS rm �.J JOIST + 5d COOLER NAILS o IO"O.G. F NAILED' 1 BOLTED' N I I I M \ - @Pr �BLOGKIN6 2"x4'BLOCK NAILED TO EA.BRACE vt�trtGAL W/(4) IOd NAILS 2GGM4MON 3GOMMONd 2 BOLTS 21'JOLT9 ��I FIRESTOPPIN6 • • O.G.STAGGERED° COVERING 15 APPLIED \' 20 go.STRAP O t2'O.G. O 12'O.G. O 12'O.G. O b'O.G. LWERSIVE OF STUD - _ Two ROWS 12.O.C. THRI RONS 12"O.C. LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 r0 GYPSUM BOARD DOUBLE PLATE (10)ad NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° Sd COOLER NAILS® 10"O.G. n JOIST SHALL BE LOCATED DIRECTLY ,N� ENPPALL 5 AS NOTED IN NOTES 7 8 ° ° ° ° ° ° n Q, DENOTES ALT.FOR USE OF DRYWALL SCREWS �� 5 F�OPPING LOCATION I VER STUDS,UNLESS TOP PLATE 15 4•® EDGE/12"o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROH SHOULD BE 2•FROM EDGES WOOD FIRESTOPPING C) DEVISNED TO CARRY THE LOAD SCREW5#6 - IY4"TYPE W OR 5 FIREsroPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND 5I40ULD BE LOCATED 2' Two ROWS 24.O.G.STA66EREI7 Two ROWS 6•o.c. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST F_XTENP THROUGH TFE IFULL .I INTERIOR STUD DETAIL THICKNESS OF THE MIS USE" 1NDER HEAD AND NUT. O O O O O O O O O O OVERLAID ROOF s.STAGGER EACH ROW OF FASTENERS BY 12'. p p p O O O O ! � ATTACHMENT (g VALLEY 4.FOR A THREE-PIECE ME43M THE SPI NAILING 15 FROM EACH SIDE. III I I'IIII I; TO BE FILLED \ © NONcoaeus�THICK H RE5 PING 1'ING TOP FIRE5TOP \ 5.FOUR-PIECE M�SHOULD ONLY BE US®WHEN LOADS ARE APPLIED TO \ \ I BOTH SIDE OF THE MEMBER b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBFF�L FOR b'O.G.OR TRIPLED \ r FOR 4"Or—NAIL SPACING. LOCATION '7 5TD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: D STRAPPING w/ 9.2 ROM OF Ibd COMMON NAILS 02'O.G)FOR DEPTHS 12'OR LESS FIRESTOPPING 4 ad NAILS LOCATION 8 LOCATION 9 ® EA.END a R.R S.S ROWS OF Ibd COMMON NAILS 02'O.G)FOR DEPTHS OF 14",Ib'f 16'. LOCATION 10 FULL WIDTH 2" BLOCKIN - ZO H tu i GONSTRUGTI ON DETAILS I$ WIND LOAD PATH GONNEGTI ON DETAILS TOP PLATE DRILL 2"1P INTO ROOF - INTERSECTION DETAIL DECK FOR STRAPPING IN57L. NOT TO SCALE 15T.OR NEW NEw R.R.SET./ R.R.BELOW UPPER TOP PLATE=LAPS 4 l od NTTNUOUS Lonm TOE NAIL OTED CONT.BLOOKINO TOP PLATE SPIKED TO R.R.'s ALIGN NEW a EX. R.R.AS SHOWN KING STUDS— PLAN VIEW NOTE: 51MILAR a SHED' WOOD JO I ST O WOOD JO I S ROOF,R.R. IN LINE CRIPPLE STUD _ BLOCKING _ JO15T HANGER HEADER GENERAL REOU I REM'ENTS FOR GENERAL REQUIREMENTS FOR - - z W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -0 JACK STUDS WOOD GIRDER O WOOD JOIST - O - -0IN METER —_ F1 W L1 0. 0 JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH G 1 RDER/HEADER TYP I GAL HEADER CONNECTION I.TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: uw.x 5 APPROX. 30° w/THE MAIN MEMBER 6 STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPE1,IDICULAR TO AS 5HO THE Px EVE E NAIL FROM THE MEMBER END, THE MEMBER, STRAIGHT THROUGH AND BENT OVER NORTH FORK A MIN. OF (5) NAIL DIAM.'s AT A aIO" ANGLE 2. THE MIN.PENETRATION OF THE NAIL IN TO THE MAIN ESTATES - LOT 2 MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST 5IX TIMES THE DIAM. OF THE NAIL RAFTER 5. ILS SHALL TOINSTALLED NAVOID ALLLED IN EA S INSIDE OF ERAFTER OR Gt ILING J015T WALL STUD 0 WALL STUD 0 WHEN FASTENED TO A 2"x4' TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA.SIDE WHEN FASTENED TO A 2'W TOP PLATE. BATHTUB SUB FLOOR GRIFFING STREET DOUBLE JOIST � DOUBLE JOIST --O TOP PLATE CUTCHOGUE, NY 11935 GH II M. CHASE SECURING @STD. SIDE WALL � DRAWING TITLE: WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. a 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 SIDES w/STRAPPING TO R/L SIDES) O PAGE: w TOP PLATE ® Q NINE) RESISTANT G®N.,JTRUGT I O N G®I `lNGT®R✓ Goo HIM. CHASE WALL G-0 ® ■ CONNECTION LOCATION: PART NUMBER: NOTES: o Lu v R I DOE-TO-RAFTERS 0520 (9 21" APPLY TO EACH PAIR OF RAFTERS a a Z Q 0 RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 07/05/22 4 OF 17 ROOF p _ o n RAFTER-TO-PLATE H8 or H2.5 APPLY To EACH RAFTER REO'D BLOCKING J J Q O N PLATE-TO-WALL STUD C520 (p 011 TO ALIGN w/57RAPPIIV6 d�w a APPLY TO EACH WALL STUD " it>i.D ARC, ® EA. LEVEL ABOVE " _ APPLY TO EACH WALL STUD ��s THE FIRST i=L. ®z d 2ND. FLOOR WALL-TO-IST. FLOOR WALL LPTA or G520 36 �� F y�T FLOOR/GL.6. ® O HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END �- 0 74 ' O WRAP UNDER DOUBLE SILL PLATE �'O N " SIDE VIEW FLAN VIEW { IST. FLOOR-UNDER-SILL PLATE GS20 F(USE WITH 3" SQUARE WASHERS) � N� USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY. GENERAL 5Yl�50L <E***r : Q_ m NEW PARTIAL HEIGHT ' ci) EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Q W 0 ILA EXISTING TO REMAIN WHEN APPLICABLE) b'-I" 32'-IjY2" Lij 1T-3" Is'-SY2" - /,I NEW W FOUNDATION ALL 10' 5" -^I/2" "Y2" w �-----{ NEW WOOD FRAME (L.G. � -5' ------I STL. WHEN APPLICABLE:) b' Q ++ b' O" 13 18 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL — — — N _ �- C WOOD FRAME (L.G. STL.. POST FOR 4" WALLS _ " — — Iq p) O WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR b" WALLS), U.O.N. — L — L _ J = r O NEW 2-HR FIRE RATED Iq I }. WOOD FRAME (L.G. STL.. III 0 C_ Z WHEN APPLICABLE) I 18 Ib I d' •v N Ln I Ia ►8 I 18 0 FOUNDATION PLAN NOTES - O F — II�19 L - -I Ig F_ I L O -WLO TYPICAL P. GONG. FOOTING # WALL CONSTRUCTION: I I C 00 .. O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD :2o d SILL SEAL PROVIDE 4" • ANCHOR BOLTS AS PER PAGE 0-003 I GONG. SLAB • P. GONG. FOUND. WALL AS PER DETAIL UPON =N D FOR Ale, P. GONG. FOOTING A5 PER.DETAIL �u• I I ' 1 CONDENSER • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR D • B.O. FOOTING 3'-0" BELOVI GRADE MIN. N • I/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN 2 I 14 APPLICABLE) 2 —I--J • AIR ENTRAIN P.GONG. FOR PORCHES/PATIOS/ — — — — — — — — — — _ _ _ _ STOOPS(WHEN APPLICABLE) • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL 4 51_AS (WHEN APPLICABLE) L — — - — — — — HOLDOWN• H. DRAIN O2 HOLDOWN 'D' AS PER PAGE 0-003 . I W SLOPE 17 I ry TYP. STL. COL.: It�r.I L 15 b ' MECH. � r O SEE NOTED DETAIL AS PER PLAN VENT ROOM ul . qb SO.F.T43 O24"x24"x12" DEEP P. CONC. PAD FOOTING ' " ' " N 4 3 4 3 3 AS PER NOTED DETAIL (TrPJ I 8'-2Y2 7'7Y2 8'-OY2" 7' " I 5 OO 21 • ®O® $Un 10 II - - JI 10 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER NOTED DETAIL (TYPr' L J J CONC. 6'xb"-10/10 W.W.M. REINFORCEMENT S PETA Q ° — IL H O GLIDING BASEMENT WINDW I I =ry EGRESS WINDOW O y � WELL OFIRE RATED DOOR: 30­X6 0.75 HR. SELF-GLOSINiS STEEL. DR. I 2 I 4 3 4 3 q 3 I =ry Q 2 I s 4/.' 8,-OY2" S,�Y2, 7,-„I/2„ I �. q DOOTAL NEW INTERIOR DOORS WHEN GALLED OUT ON m INOTE: I — — — — —`— — — — — 1 3'-OY2" 3-C�2" to J J O1. PLANS BY JELD-WEN' (OR EQUAL). ° ' _ ° • ' •• ° — N 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON — — — — — — — - 7, O PLANS BY 'THERMATRU' (OR EQUAL). I L — J I_ — J L _ _ J v m 5.DOOR TYPE 4.PLACE DOORSO4" CT MIEN FROM PERPENDICULAR WALLS I I g 10 = I O 5. INSTALL AS PER MANU SPE`G.'s I IS b.PROVIDE (2) 2"xa" HDR.,U.O.N. 7. SEE PACE 5-003 FOR ALI- OTHER FRAMING I I = ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I I I I 001 16 I I 2 r— — -- L r b _ IO BEAM POCKET (TYP) I BASEMENT — — — , — — — — — — - - - UNFINISHED I — - - - - - _ - - — - - - - - — - 4 s UNHEATED 1 II TYPICAL MECHANICAL ROOM NOTES: 865 SQ.F.T DUROCK"(OR E R. OAL) --IPROVIDE I/2" GONG. BD. BY in I GAS METER ' — 2. FOR ND. FR.CLC. AND/OR:WALL5 - PROVIDE (I) LAYER OF 5/5" TYPE "X" GYP. BD. UL U305 (OMIT ON 12 _ J GONG. WALL5) 3. WHEN NEW, INSTALL FURNAGE/BOILER AS PER MANU. 7 SPEC.'S AND AS PER NY5 'MEGH. AND FUEL CAS CODE T 8'-2Y2' 8'-2Y2' 7'-q" a'-I" a'-I" 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT i- 14-q" IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE m i 4 3 4 5 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE q 3 = FRESH AIR INTAKE FROM EXTERIOR 5 I �: 10 C' b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - ; - I ° EMERGENCY SHUT OFF SWITCH 10 J t- I I I Z 7. FOR CAS SERVICE,PROVIDE GAS SHUT OFF SWITCHW I I �- - W a. LOCATE MECH. EQUIP. TO ALLO FOR PROPER I I L J �I CLEARANCES AS PER CODE I J I 2 GAR GARAGE q. PROVIDE 5" FLOOR DRAIN # CONNECT TO EXISTING I — J - -1 I I I ( SLAB ON GRADE ) I O SANITARY SYSTEM AS PER NYS PLUMBING GORE ELEC. PANEL d METER � - FREEZE PROOF HOSE BIB: I I q'xa' 12 LOCATIONFASTENE H/MASONRY T.B.D. F FIELD N CONSULT(PRECISE OWNER) 7 I 33- I DOOR (�v OVERHEAD I 5 FOR WOOD STAIRS a GRADE: - I I I I I _ _ l I 13 4" THK. P. GONG. PAD a'„WIDE x REO'D LENGTH UPON m UP ��5� RI Tr ® 25 I I �tV I r - � —� r /� � I I in '] b GRAVEL UNDER 2"xl2 P.T. STAIR STRINGERS® I \ I MAX. Ib" O.G.,U.O.N. (MIN. 3 SPRINGERS) TYPICAL LEDGER BOARD ® EXT. DECK: I ter,' =ry A-aol I ( PROJECT: 14 I. (I) 2"x P.T. $D. TO MATCH DEPTH OF JOISTS 2. SE66REEP 016110.0. 4'-oY2„ I I NORTH FORK I •, I I / \ I I / \ I I •, 3. INSTALL H.D. GALV. JOIST HANGER5 BY 'SIMPSON' (OR >N I EQUAL) / \ / \ ( ESTATES LOT 2 Ij I / \ / \ 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDIR& d BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL I D� — — . . . •s° ... � - � � — — — � _ _ _\ I — FLOOR DRAIN: I g — — — — — I — I GRIFFING STREET 15 NEW 3" GUARDED FLOOR DRAIN W 3" TRAP — — — — - - - - - - —A CUTCHOGUE, NY11935 O NAVIEN ATER HEATER MODEL NPE-SERIES W (OR EQUAL) — — — — — — — - - — — — I — — — — I6 a - - — - 2 2 P =ry 17'-5" la u V la IS ry = 7' 12 -2 2 DRAWING TITLE: 17 RHEEM 115000 BTU 6A5 FURNACE PROPOSED FOUNDATION PLAN MODEL#Wg5TG1151524M5A (OF:EQUAL) in L I I Iq L 1q Iq L — J m in 2 - - - - - - -L 3 - - - - - - o. n 18 FOUND 4 P05T5 FOR WD. DECK: L ND. P.T. P05T d P. GONG. PIER UPON FOOTING AS PER DECK DETAIL (TYP) Z WOOD DECK FOUNDATION (24"x24"xl2" FTC): 17'-O" PAGE: Iq 4"x4" P.T. POST UPON 12 ) P. GONG. PIER UPON 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER DETAIL q/A-402. q'-4" q'-4" STAIR 4 RAILING NOTE: 5 5" A-101m00 1. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI I6'-2" Ig'- b C12 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL d 5'c'INDLE SPACING NOT TOIC ALLOW PASSAGE OF A 4" SPHERE; 41'—aJ/2" DATE: 07/05/22 5 OF 17 36" HIGH HANDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" cP SPHERE 3. GRIPPABLE RAIL AS PER CODE m Q CLOSED P. GONG. STAIR: 21 I. TYP. 42" RAIL AS NOTED 2.RAILING SHALL BE WROUGHT IRON OR GALV. 57L. rtED ARC FASTENING SHALL BE AS 'PER RAIL MANU. PROVIDE � EXTERIOR GRADE PAINT AS REOV OR POWDERCOATINO 3.SEE FOUND. PLAN d DETAIL. FROPOSEP FOUNDA71 ON FLAN " = I'-O" N • - HA�I TA5LE SPAGE; I,ail l .0 S.F. C fifitOSS AREA SCALE: 1/4 4 437 •c' a`�� 0_7 .. .a< OF 0ENERAL a EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. r� W WHEN APPL I GABLE) O EXISTING TO REMAIN m W NEW FOUNDATION WALL , NEW WOOD FRAME (L.G. M 5TL. WHEN APPLIGAE!LE) 32'-IIy2" '/ 8'-0" 1o'-`Y2" Q � F c N NEW I-HR FIRE RATED C WOOD FRAME (L.G. 5TL. ® POST FOR 4"MIN. (2) 2"x4" STRUCTURAL WALLS i 0 D t0 O WHEN APPLICABLE) (MIN. (2) xb" STRUCTURAL ® _ P05T FOP, W 6" ALLS), U.O.N. �_ O O NEW 2-HR FIRE RATE`.D WOOD FRAME (L.G. E TL. z L z O C � WHEN APPLICABLE) �' N FLOOR PLAN NOTES O O -� .� O -w to DOOR NOTE: NEW LAUNDRY ROOM: -c C -0 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP OUT ON PLANS BY 'JELD•-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s 2 = WHEN GALLED w/SIZE OF EQUIP. WOOD DECK n 1 � � O 2.INSTALL NEW EXTERIOR DOORS Q) OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 207 SQ.FT. 3.DOOR TYPE TO SELECT n 4.INSTALL AS PER MANU 51'EG.'s 3.PROVIDE (2) 2"xa" HDR.,U.O.N. DRYER EXHAUST NOTE: 4.5EE PAGE 0-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR I-T'-5" ELEMENTS AROUND DOOfZS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINC75 - OSTAIR 4 RAILING NOTE:. 3.DUCT SIZE AS PER MANU. 2 I. ALL NEW STAIRS SHALL. HAVE MAX.-1-5/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 4 E 4 E 4 E U MIN. 10" Tr - RISERS SFfALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2'-8y2 12'-O" ?'-2" 10'-b" 2. 42" HIGH GUARDRAIL d SPINDLE 5PAGIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NOT TO ALLOW PA55A6E OF A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM � ) 36" HIGH HANDRAIL d _iINDLE 5PAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO TO ALLOW PA55AC-E OF A 4 O SPHERE EXCEED a FEET AND SHALL BE LISTED AND LABELED 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2I55A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS PHI ® I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. 2.RAILINGS SHALL BE WOOD OR PVC. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST •DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL 13'-I" 1. MAX. LEN6TH SHALL NOT EXCEED 25 FT FROM DRYER SMOKE DETECTOR / GC' DETECTOR NOTES: LOCATION TO THE WALL OR ROOF TERMINATION.THE O 4 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2-5 �f SMOKE/CARBON MONOXIDE COMBINATION DETECTOR FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0" HARD WIRED To EACH OTHER w/BATTERY BACKUP. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES AIR - O O 2.INSTALL ALL AS PER MANU. SPEG.'s NOT INCLUDE THE TRANSITION DUCT. IV 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR m KITCHEN Q O O CONDENSER IN COMPLIANCE WITH LOCAL CODE tt1 0� rn NEW FIREPLACE FLUE: 215 SQ.FT. O O V J O I. PROVIDE DIRECT VENT FLUE THROUGH EXTERIOR WALL tt W FLUE GREAT ROOM � - PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR 281 SQ.FT. tu AIR O WINDOW NOTE: EQUAL) AT ALL PENETRATIONS AT '` I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN FLOOR5/WALLS/CEILIN05;PRODUCT CONFORMS TO A5TM m Q I� CONDENSER 400 SERIES CASEMENT,DOUBLEHUN6,OR 6LIDIN6 E b14,ASTM E 54,AND UL 14-11. (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 2.MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE ANY 6 SUBSTITUTIONS,SEE NOTI: #q IN "GLA55 WINDOWS ADJACENT COMBUSTIBLE STRUCTURES WITHIN IO'-O". 2 7 AND DOORS" ON PAGE c5-002 IF CASEMENT 6A5 tc N WINDOWS - ALL GSMNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN NEW EXHAUST FAN SHALL BE INSTALLED WHERE FIR PLACE '� 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE O VENTILATION IS NOT MET BY MEANS OF NATURAL A TILT WASH CIRCULATION THROUGH WINDOWS OR DOORS TO 3.ALL GLAZING WITHIN W' OF FF TO BE TEMP. 6L. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 4.SEE PAGE 6-005 FOR FRAMIN6 ELEMENTS AROUND 405.5.2.5; INSTALL AS PER MANU. SPECS WINDOWS (TYP. FOR ALL) U.O.N. HEIGHT Q =N 4 4' O"7 12'-Oy2" 105 3'�" O EGRESS NOTE: O STRUCTURAL PERMAGA5T COLUMN a" 5QUARI= IN COMPLIANCE WITH NEW YORK STATE BUILDING GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF PAN. EGRESS SHALL BE FOLLOYVED: q RHEEM 4 TON AIR CONDENSER (''-q" q'-I J • -� 15 MUDROOM to v O SQ.FT. MODEL#RAI64aAJINA (OR EQUAL) _ F- -ry Ip i NET CLEAR OFENIN&........... 5.77 S.F. < 73 SQ.FT. Q n NET CLEAR HEIGHT............... 24" MINIMUM (U b'-O" I v m` NET CLEAR WIDTH................. 20" MINIMUM _ BATHROOM IT GL. 104 103 5`� DOOR SCHEDULE A `Q 146.2 SQ.FT. DINING ROOM BENCH i m 115 5Q.FT. A DOOR MATERIAL 12'-II" _ --- _- 7-a ell-p� 2 uN .fl t 1: N �} 1 O-Oy2 ram` TAG DESCRIPTION MANUFACTURER po RAT�G NOTES GAs l02 n ~ m WIDTH HEIGHT O J 45 MIN. RATED O �•� O 4 l� SELF-CLOSINGIL 25'-0" - 3 FIRST FLOOR 2'-O D 101 (I) SINGLE THERMATRU 5.-O" 7'-O" • • a 5M/Go 3 102 (5) SINGLE EN LSQ.FT. I I 5M/GO 4 OryZEJEELD--l� 1_71_ _ iv 2 GAR U i 103 (U SINGLE THERMATRU 2'-b" 7'-O" � e 4 GARAGE I _Leo] �I T � -- ' S50.0 SQ.FT. a v 104 (U SINGLE JELD-WEN 2'-O" 7'-O" m 12'-5" 3'-5" PROVIDE " TYPE "x"� I 102 I I „� I I I - SHEETROGK AT WALLS 4 - DOWN IS) RI ® "1.6 O _ 14) r ® 12" I I I ' AND CEILING O N FULL 105 0) POCKET JELD-WEN 2'-b" 7'-O" • FROSTED NATURAL LIGHT $ cv w -_ GLASS m VENTILATION o -- --- -== SECOND FLOOR dj AREA 2565 I I I - L I-I J OVERHEAD - - I --- - - A 53; REQ. S.F. f'ROV. OPEN TO UP I I I � POOR PROJECT: 201 (I) SINGLE JELD-WEN 3'-O" 7'-O" • ABOVE (14) RI "Lb _ _ � E �� LIGHT (14) Tr 12" I I ' - - -/� - -- - - REQ'D la.q S.F. 50 2 S.F. I I / \ 202 (5) 51NOLE JELD-WEN 2'-6" 7'-Q" VENT A-401 \ i \ i NORTH FORK - - - - -- - - -N `} REQ'D q.4 S.F. 2b.b S.F. F YER 203 (I) SINGLE 1 JELD-WEN 2'-4" 7'-O" • ( l = 327.1 5Q.FT. 2 i \ i \ i ESTATES - LOT 2 _] �� �I �[ ______-Ji c_v O BE OOM E�o \ \ 4 204 (2) SINGLE JELD-WEN 2-O 7-O • ��-_ �n 236.1 SQ.FT. 1 o I t0 O / \ I I / \ 2050 DouBLE =L___jrZLD-V4EN 6'-0" 7'-0' -I ALJ A O1 GRIFFING STREET -- - -- HALF- 7 2' 0 -`IV:2 \ \ T' BASEMENT _ BATH / \ \ -2'-�'2 m CUTCHOGUE, NY 11935 4 I 42 50.FT. a - ---- �-2'-4n" 4'-by2"001 (2) 51NOLE THERMATRU 3'-O" 'i'-o" • ® cv A 4 , m wooD A = DRAWING TITLE: - - -_ ---- PATIO ' - 125.4 50.FT. PROPOSED FIRST FLOOR PLAN ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. B� 4 B 4 G 4 10'-0" 3'-Sy : IT-4" **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** m WINDOW CHART 1"1'-5" z 7'-sy2" 25'_O" _ N O EGRESS v m ROUGH OPENING WINDOW DIMENSION ® Q CLEAR t -- ' AGE: TAG TYPE MODEL # OPENING TEMPERED If,ERED b ® 2 b _ WIDTH REOV: 20' HEIGHT REQ'D:24" m ~ n - WIDTH - HEIGHT -] WIDTH �IGHT ' o _-- OPEN REQb: 5.-1 S.F. Q fi)m A-102m A (II) DOUBLE-HUNG 244DH3056 V-O" -5'-6" 2'-II 5'-5 00 (I WINDOW) r l B (,1) DOUBLE-HUNG 244DH3456 3�1 -- '-4 [5� - F 3'-3 " 5'-5 " x (1 WINDOW) ll DATE: 07/05/22 6 OF 17 G (1) -- DOUBLE-HUNG 244DH255b�I- 2'-8" 3'-6" 2'-7 �" L j _ D (b) DOUBLE-HUNG 244DH3046 3'-O" 4'-6" 2'-II 4'-5 " E (3) DOUBLE-HUNG 244DH244-1 2-4 4-Q 2-3 4-8 I rc D A Q Re Chi F (1) PICTURE 244FX6040 6'-O" 4'-O" ( 5'-I I 3'-II (I WINDOW) �5 �� M• fip �� G (1) PICTURE 244FX2020 H (3) DOUBLE-HUNG 244DH3030 3'-O" 3'-O" 2'-II 11 2'-il (2 WINDOWS) , „ 1 (1) DOUBLE-HUNG 244DH504�1 V-0" 4'-9" 2'-II �" 4'-8 �" x (I WINDOW) i�ROi�OSMD FIRST ST FLOOR PLAN -9 �- .�Q J (1) =J IL- - DOUBLE-HUNGJ72 44PH5056 3'-O" 3'-6" 2'-II 3'-5 1,710.0 S.F. HABITABLE SFAC.E; 2,520.0 S.F. GROSS AREA SCALE: 1/4" = I'-o° `����C)F -- K (1) A PICTURE 244FX5050 3'-o" 3' "-O �2'-II �" 2'-II �" L (I) SLIDER j NLGD12OaO II'-Q 8'-O" II'-q" 7'-II " IE- _=1 0ENERAL S`I' BOL 'BEY : Q ISTING TO BE DEMOLISHED - EX NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Lij WHEN APPLICABLE) W EXISTING TO REMAIN J NEW WOOD FRAME (L.G. - NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) w `I Q ♦J CN -HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V © POST FOR 4" WALLS w (0 WOOD FRAME (L.O. STL. O NEW I O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED OOD FRAME (L.G. STL. z W O .c WHEN APPLICABLE) 0 _y N U I FLOOR PLAN NOTES O O -� � _r_ O ul) DOOR NOTE: NEW LAUNDRY ROOM: c N -0 O O I. INSTALL NEW INTERIOR DOORS WHEN W W HEN GALLED O I. NEW /DRY HOOK UP Q OUT ON PLANS BY 'JELD-NEW (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s 0 O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. Q) OUT ON PLANS BY 'THER.MATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEEO.'s s.PROVIDE (2) 2"x5" HDR.,U.O.N. DRYER EXHAUST NOTE: 4.5EE PAGE 0-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR NATURAL LIGHT VENTILATION NATURAL LIGHTS VENTILATION ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY (HABITABLE SPACE OPENINGS ) (HABITABLE SPACE) O STAIR 4 RAILING NOTE: 3.DUCT SIZE AS PER MANU. m FLOOR AREA 258 SF m FLOOR AREA Ib3 S.F. 2 I. ALL NEW STAIRS SHALL HAVE MAX.7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER . . U 8 MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2. 42" HIGH GUARDRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO % REG. S.F. PROV. % REQ. S.F.PROV. ^^ NOT TO ALLOW PASSAGE: OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 1( IT 11 56" HIGH HANDRAIL d SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO LIGHTING;MIN. 8% 24'-3y2" LIGHTING;MIN. TO ALLOW PASSAGE OF A 4" 0 SPHERE EXCEED a FEET AND SHALL BE LISTED AND LABELED OF FLOOR AREA 20.6 S.F. 20.q S.F. OF FLOOR AREA 14b S.F. 20.415.F. 5. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 215&A. VENTILATION;NOT VENTILATION;NOT 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID LE-55 THAN 45% OF LE55 THAN 45% OF • METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS MIN.GLAZED AREA q•3 S.F. 11.7 S.F. MIN. GLAZED AREA b.b S.F. 11.7 S.F. ® WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST REQUIRED II'-4y2" -II'-42" REQUIRED I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL _ 2.RAILINGS SHALL BE WOOD OR PVC. SCREN5e II 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER SMOKE DETECTOR / GO DETECTOR NOTES: LOCATION TO THE WALL OR ROOF TERMINATION.THE O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT MAX. LE NGTH OF THE DUCT SHALL BE REDUCED 2.5 _ SMOKE /CARBON MONOXIDE COMBINATION DETECTOR FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0" ti HARD WIRED TO EACH OTHI=R w/BATTERY BACKUP. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 2.INSTALL ALL AS PER MANU. SPEC.'S NOT INCLUDE THE TRANSITION DUCT. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I I e IN COMPLIANCE WITH LOCAL CODE NEW FIREPLACE FLUE: O I. PROVIDE DIRECT VENT FLUE THROUGH EXTERIOR WALL PROVIDE "ABE500 FF200 FR EXPANDING FOAM' (OR I U OWINDOW NOTE: EQUAL) AT ALL PENETRATIONS AT I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN FLOOR5/WALL5/GEILIN55,PRODUCT CONFORMS TO ASTM NATURAL LIGHT 4 VENTILATION 400 SERIES CASEMENT,DOUBLEHUNG, OR GLIDING E a14,A5TM E b4, AND UL 14711. (HABITABLE SPACE) (AS NOTED); INSTALL AS VE ANY SUBSTITUTIONS, EE NOTE#RIN AGLA55W�NDOWOR 2 ADJACENT COMBUSTIBLE.MECHANICAL FLUE To �STRUCTUR.ES WITHHIN 10'-0". AND DOOR5" ON PAGE 0-002 IF CASEMENT FLOOR AREA 260 S.F. - WINDOWS - ALL 05MNT WNDW5 SHALL HAVE O 5TRAIGHT ARM HINGE WHEN NEW EXHAUST FAN SHALL BE INSTALLED WHERE 2.IF DOUBLE HUNG - ALL DBL.. HUNG WNDW5 TO BE O VENTILATION IS NOT MET BY MEANS OF NATURAL % REQ. S.F. PROV. N z CIRCULATION THROUGH WINDOWS OR DOORS TO BEDROOM#3 BEDROOM#2 TILT WA5H LIGHTING;MIN. b% �o OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 255.6 5Q.FT. Ia3.b 5Q.FT. I V - 3.ALL GLAZING WITHIN la Of: FF TO BE TEMP. 6L OF FLOOR AREA 20.a S.F. 40.0 S.F.5F 4.5EE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 403.3.25; INSTALL AS PER MANU. SPECS VENTILATION;NOT m Q Lu n WINDOWS (TYP. FOR ALL) U.O.N. LESS THAN 45% OF ' v �� MIN. GLAZED AREA q•4 S.F. 22.5 S.F. d � EORE55 NOTE: 0 STRUCTURAL PERMACA5T COLUMN 8 5QUARE IN COMPLIANCE WITH NEW YORK STATE BUILDING REQUIRED I 3 CODE, SECTION R3102.1;THE FOLLOWING MEANS O= EGRESS SHALL BE FOLLOWED: RHEEM 4 TON AIR CONDENSER NET CLEAR OPENIN&........... 5.7 S.F. O MODEL#RAI645AJINA (OR EQUAL) NET CLEAR HEIGHT............... 24" MINIMUM SM/Go NET CLEAR WIDTH................. 20" MINIMUM F- 3'-b" zI 3 202 I 204 ? 6,_4„ B 4 E3 3'-O' 3'-O" I , [D-oop- MATERIALSCHEDULE 4 I H SM/co � b_5y2DOOR Z _ - -- O I d FIRE I I 202 5M/ o = I 33.8�.FT. TAG DESCRIPTION MANUFACTURER 4 N RATING NOTES I v 205 c� ;n lu WIDTH HEIGHT p W � '', 45 MIN. RATED V 205 I 3 L - L - l4 SELF-CLOSING LAUNDRY = GL. GL. I L �) - - - - - - - - - - - FIRST FLOOR SQ.FT. 10'-4" J 101 (I) SINGLE THE'RMATRU 3'-O" T-O" I • • 0 L--- ;-- _ -- - --_� =ry 201 l�-- 102 (5) SINGLE ��JELD-WEN 2'-6" L '1'-O" - I IL71= - -� 17'-6" Q 8'-IJy2" 4 z t J �1 .� � -T I � 103 (I) SINGLE THERMATRU 2'-6" 7'-O" ff •� ) a BEDR M#T I o �L� --II - - 260.q FT. = m 204 1 202 BATH#2 `r - - - r _ - 104 (I)---- - SINGLE JELD-WEN - =-0. �'-O" �� I = _ 3 FAMIL ROOM ql.q SQ.FT. L l���II 1 ! 22q.q Q.FT. ---- �J3 O -5M/GO I FULL n -- 202 - - - - --- - - - - � GL.. 105 (I) POCKET JELD-WEN 2'-a" 7'-O" • FR05TED °; 3'-3y2" 5'-4/2 ll GLAS5 SM/CO .� 3'-0 m Ib'-lOy2" o SECOND FLOOR 9 I 4-b I 2 4-oy2" m EGRESS m PROJECT: O WINDOW ;n - - - 201 N SINGLE JELD-WEN 3'-O" 7'-O" EA F� I DOWN (I6) Rf 7.6 O BONUS ROOM - - 202 (5) SINGLE JELD-WEN 2'-6" 7'-O" �• _ - ! --- -- q' CEILING - O 02 QAl ( " INSULATED ONORTH FORK _ - 205 (b) I ® 7.6" 25q.a SQ.FT. - - ESTATES - LOT 2 203 (I) SINGLE F_ JELD-WEN ---2-4 '1'-O'- m ATH#3 UP r ,( 204 (2) 4'-�y2" SINGLE - JELD-WEN - 2'-O" 7-O' 10 SQ.FT. I I I 4'-O"-O Ln 11 205 (I) DOUBLE JELD-WEN 6'-0" -i'-1.-0.- . ib' " b'-O" � G R I F FI N G STREET N OPEN To BASEMENT BELOW CUTCHOGUE NY 11935 � I 001 (2) SINGLE THERMATRU 3'-0" -1'-O" • aJ D 4 D 4 D 4 6 q = �I 3'-62" 4'-8" 4'-Io" 3-Sy2" m m DRAWING TITLE: -Oy2 34'2 4 H 4 H PROPOSED SECOND FLOOR PLAN ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'r, SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. I -- **5EE DOOR SCHEDULE FOR ALL EDLA55 DOOR5 FROM SAME MANUFACTURER** -- -- ---- ---- - ------- WINDOW CHART A 4 A 4 A 4 .2 .2 4'- 2" 6'-10" 3'-2" - - b'-10"- - - 4'-- EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR _ 47'-10" _ - PAGE: TAG TYPE MODEL # OPENING TEMPERED WIDTH REOV: 20 WIDTH HEIGHT WIDTH HEIGHT HEIGHT REOV:24" A-103m00 OPEN R.EOV: 5.7 S.F. A (11) DOUBLE-HUNG 244DH3056 3'-O" 5'-6" 2'-II 5'-5 (I WINDOW) B(II) l� DOUBLE-HUNG 244DH3456 3'-4" 5'-6" -- 3'-3 lr 5'-5 x (I WINDOW) V ]41 DATE: 07/05/22 7 OF 17 (1) DOUBLE-HUNG 244PH2556 2'-b" 3'-6" 2'-7 3'-5 " D (b) DOUBLE-HUNG�L 2440H3046 3'-O" - -I 4'-b" 2'-11 �" 4'-5 "� m 4 cn E (5) DOUBLE-HUNG 244DH244q ---2'-4"- --JL ----4'-q" J 2'-3 " 4'_8 J d F (1) PICTURET 244FX6040 b'-O" �; 4'-0" 5'-II 3'-I I (I WINDOW) ,�����A ' - G (U PICTURE 244FX2020 2'-O" 2'-0" � � JcA H (5) j DOUBLE-HUNG 244DH5050-1 - -3-0' JI=-=15,!5,-0,.'-O -J (2 WINDO S) FROPOSED SEOGINP FLOOR FLAN I (I) DOUBLE-HUNG 244DH304cl - 3'-O" �4'-q" 2'-II J4'-a x (I WINDOW) - �, ::=` > �.• SCALE: 1/4 - I O J (1) :A DOUBLE-HUNG 244DH5056 3'-0" L-75-6-- 2'-II 3'-5 '� F I����•� S.F. H �I T �L SS G ; I,���.q S.F. C�fi�055 �4i�� F oF b, �a F- IF K (1) PICTURE 244FX3030 3'-0" 3'-O" 2'-II -:]�I E L (1) SLIDER NLGD142O80 -- ELEVATION NOTES Q OROOFING: ML LJ I I. SEE NOTE ® SECTION LA 2. ASPHALT ROOFING 51NOLE5,COLOR d STYLE TBA(OR EQUAL) (MIN 50 YR. WARRANTY) M w OROOFING: I. SEE NOTE ® SECTION 2. 5TANDIN5 SEAM METAL ROOF,COLOR d STYLE TBA 2 I Lf) O (OR EQUAL) i (3) (D OI. SEE NOTE ® SECTION - 2. FIBER CEMENT LAP 5IDIN5,COLOR 4 STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) - __. -. O NEW WOOD FRAME STAIRo — - - v � N O STRUCTURAL PERMAGAST COLUMN 8" SOUARE � _ \\ N - O r— O 12- -- ---- - - t O Lf) 2 C ODRYER VENT: - - O SEE NOTE ® PLAN ONEW A/C COND. ON NEW GONr, SLAB, SEE PLAN NOTE. O8 NEW H05E BIB - -� O O NEW ELECTRIC 4 OAS METER; D- CA O Oq INSTALL PER UTILITY 00. STANDARDS - c -� - _ -- -_ --- i0 - ------------- H - NEW FIREPLACE FLUE: -- _ _- - 10 SEE NOTE ® PLAN - = ---- -- -- tll - _- . .._ TEMP. - - - F.F.- - - - --------- ---- — - — :AA I I I 11E=7] O ---- - VJ -0 O O - TEM�. F.F. - - SOUTHNEST ELEVATION (FRONT) SCALE: 1/4" = 1'-O" I I TOP RIDGE HEIGHT ---------------- ELEV. +28.6 - - - -- ---- - - -- - - - -- -- - - - - -- ------------- Z ui ---_ -- \ - - ----- _- - - -- ' \ 12 --- - _= 0 --- -- - - Ix 10 - - --- \ ed ---- -- — - - - - SEC. FL. GLG. HOT. �_ 4 = i2 --- - -- - -__ - - --_ - - PROJECT: -- ELEV. +21.0' 2 - , 10 ,-- _- - - - -_-- - - -_ -_ --- NORTH FORK 3 ESTATES - LOT 2 GRIFFING STREET SECOND FLOOR ELEV—+1+12.0' ------� 12 = ' TEMP, _ - -- - _ -_= -_--=_-=-- - - CUTCHOGUE, NY 11935 `----- 2 b - ____ -A DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER. MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING a STRAPPING DETAILS. PROPOSED EXTERIOR ELEVATIONS **5EE DOOR SCHEDULE FOR ALL GLA55 DOOR5 FROM SAME MANUFACTURER** IST. FL. GLO. HOT. --ELEV. +10.&' [WINDOW CHART EORE55 - R000H OPENING WINDOW DIMENSION CLEAR OPENING # TEMPERED TAG TYPE MODEL -, _ _ WIDTH REa'D: 20" 5 � � PAGE: ][----HEIOH� WIDTH HEIGHT OPEN REa'D =A 5"115.F. - '� 8 A (I Ir DOUBLE-HUNG 244DH305(o 3'-0" 5'-6" 2'-I I 5'-5 (I WINDOW) - 201m00 —] �1 F FIRST FLOOR � ,4 B (a) DOUBLE-HUNG 244DH3456 V-4" 5'-6" 3'-3 5'-5 x (I WINDOW) ELEV. +I.B �� 4 G (U DOUBLE-HUNG 244DH2856 2'-8" L3'-6" 2'-"i 5'-5 Fn DATE: 07 05 22 - -- BASELINE --— ---- - _-._- / / 8 OF 17 D (6) DOUBLE-HUNG 244PH5046 3'-O" 4'-6" 2'-II 4'-5 " � ELEV. +O.O' E (5) I� DOUBLE-HUNG 244DH244Q 2'-4" 4'-a" 2'-5 4'-& �" F (I) �� PICTURE L� 244FX6040 �, -- 6'-O" 5'-11 3'-II "- I - - -(1 WINDOW) SOUTHEAST L YAT I ON (R I O HT SIDE) 1 -- I O (I) PICTURE 244FX2020 I 2-O 2-O I-11 1-1I �U SCALE: 1/4" = 1'-0" C H (3) DOUBLE-HUNG 244DH3030 3-O 441 3-O 2-I I (2 WINDOWS) CO - -E-- (I24 5'-0" " 2'-II 4'-80I (1) DOUBLE-HUNG 4 DOUBLE-HUNO j 244PH3056 2'-II 3'-5- � �F K (1) PICTURE L 244FX5050 5'-O" 3'-O" 2'-11 2'-II " 03744• O �O F ti L (1) SLIDER NLOD142O80 II'-a i" 8'-0" f1'-a" '1'-II k" ELEVATION 'NOTES < 0 (D ROOFING: Ld I. 5EE NOTE a 5ECTION Ld 2. ASPHALT ROOFING 5IN61 175,COLOR 4 5TYLE TBA (OR _j EQUAL) (MIN 50 YR. WARRANTY) OROOFING: I. 5EE NOTE 0 SECTION *E 2. STANDING SEAM METAL ROOF,COLOR 4 STYLE TBA 12� Lo (OR EQUAL) (y) co SIDING. 0 -T- T_ 0 @) I. 5EE NOTE 0 5170TION 2. FIBER CEMENT LAP 51DIN6,COLOR 4 STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) O NEW V400D FRAME STAIR O 0 STRUCTURAL PERMACA5T COLUMN V 5OUARE _c 0 Lf) C-4 0 DRYER VENT: < :2 0 5EE NOTE a PLAN -- _ - -- 6 10 -- — NEW A/C COND. ON NEW CONC. SLAB, SEE PLAN NOTE. -0 O NEW HOSE 515 — NEW ELECTRIC 4 OAS METER; --------- -- ----- INSTALL PER UTILITY 00. STANDARDS -- --------- --- — NEW FIREPLACE FLUE: 12— 10 5EE NOTE a PLAN c— + F.F. r r E E TEMP. (D L =71 NORTHEAST ELEVATION (REAR) SCALE: 114" = 1'-0" U) z w 0 TOP RIDGE HEIGHT —-—-—-—-—-—-—- - ELEV. +28.6' Cd 12- —10 PROJECT: NORTH FORK LOT 2 ESTATES A_N SEC. FL. CLO. HOT. ELEV. +21.0' GRIFFING STREET CLITCHOGUE, NY 11935 SECOND FLOOR DRAWING TITLE: A" NEW WINDOWS SHALL BE ANDERSEN INSTALL AS PER MANU. SPEO.'s. SEE PAGE "0-005" FOP, NAILING 4 STRAPPING DETAILS. ELEV. +12.0' .......... PROPOSED EXTERIOR ELEVATIONS **5EE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM 5,4,ME MANUFACTURER** 2 rWINDOW CHART EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR TAO TYPE MODEL # OPENING TEMPERED IST. FL. CLO. HOT. I L IFj .. . . WIDTH REOV: 20" - WIDTH HEIGHT WIDTH HEIGHT HEIGHT REOV:24" ELEV. +10.5' PAGE: OPEN REO5.1 A (I I) DOUBLE-HUNG 244DH5056 50-5 HINDON A-202m00 F 5 (cf) DOUBLE-HUNG 244DH5456 [ - 5-4 I - 51-5 -A 5'-5 (1 WINDOW L d) G (I) DOUBLE-HUNO 244DH2906 2-5 IL [All r_—_ =yToT__ I— DATE: 07/05/22 9 OF 17 Er? (91) DOUBLE-HUNG j 244DH5046C 2'-II 4'-5 FIRST FLOOR IF ___ --][ _ - ELEV. MIN. DOUBLE-HUNG 244DH244cl :2 2. 5 4' 5 1 1 -A- 31 F (1) 244FX6040 4'-0" (1 WINDOW) BASELINE �.D ARc, PICTURE 20 21 ELEV.. +0.0' p 244FX20 -2 t4i 51-011 Lc DOUBLE-HUNG L 244DH5050 11 2'-11 (2 PNIINDOP45) H 5-.-o�r_Z_11 I V Z-11 �" 4'-& (1 KNDO" /AT I vt 1 (1) 1 DOUBLE-HUNG E 244DH5047'q , NORTHNEST ELE\ ON (LEFT SIDE) 51 1. 51- 11 (p C - - --- I - -- - �I -244DH505(0 -0 6(oil 5,-5 SCALE: 1/4" 1' 3 7 4 (1) DOUBLE-HUNG lt 1-o 0 PICTURE :244FX5050 5 011 F :2-171 L (1) SLIDER r NL&D I 42OL50 - BUILDING SECTION NOTES CONNECTION 'A' A5 D' PER PAGE 6-003 I Q NEW ROOFING NOTE (TYP): TOP RIDGE HEIGHT ON NEW RIDGE Ld I. INSTALL NEW ASPHALT ASPHALT ROOFING 5HINOLE5 ELEV. +28.6' - _ _ _ Lij 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO _ _ -- 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEY5 M OVER 5.INSTALL 15 # BUILDING FELT(I IO.N) OVER -- - -- - __= R.R. AS PER PLANS 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL 5EAM5) _ w p 5.GAP SHINGLE OVER RIDE 8 HIPS (AS REQ'D) � - -- --- -- --- -- - ------ _-. �*C" S � � O 6.PROVIDE RIDGE VENT(AS REOV) - -- -- = E G -7. FLASH ALL VALLEYS S D r ----- - ry .INSTALL DRIP EDGE AS REO 2 \ \ A`` 9.INSTALL ALL AS PER MANU. 5PEC.'s - \ _ _ __ O � OTYPICAL ROOF b C S G.J. AS PER PLANS CONSTRUCTION: - - - _-_ -t •C Z • NEW ROOFING AS NOTED \ 0 N • 1/2" GDX PLYWD SHEATHING(BLOCKING ® ALL PLYWD _ - -- SEAMS) SECOND FLOOR GLO. HGT� \ \ � (O • R.R.,G.J., 6 G.T. AS NOTED ON PLANS (® SPANS OVER - -- O O 4- s- 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) ELEV. +21.0 - O L O ++ IIt) • MIN. OF R-49 SPRAY FOAM INSULATION(BONUS ROOM) ir • MIN. OF R-49 BATT INSULATION C O F - - TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): BEDROOM #4 BATHROOM #3 O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL z PLYWD SEAMS) • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE • 2" FOAM INSULATION W/R-15 BATT INSULATION (R-27) SECOND FLOOR • 5/8" GYPSUM BD. WALL FINI51f ELEV. +I2.0' m ONEW SIDING NOTE (TYP): 4 I. INSTALL NEW FIBER CEMENT HORIZONTAL � � F.J. AS PER PLANS LAP SIDING "TYVEK' HOUSE 1^IRAP (OR - EGUAL) 2.INSTALL ALL AS PER MANU. SPEC.'S FIRST FLOOR CEILING HEIGHT 5.PROVIDE ALL NECESSARY TRIM FOR ---------- PROPER INSTALLATION ELEV. +10.&' 4.51DIN6 SHALL EXTEND TO TOP OF • FOUNDATION WALL O O BATHROOM #1 N.I.C. BEDROOM #I ONEW 4" THK. P. GONG. SLAB w/46"xb"-10/10 kgA.M. REINFORCEMENT AS PER DETAIL. ° 4 O TYPICAL FLOOR CONSTRUCTION: • NEW FLOOR J015T AS NOTED ON PLAN ----- • — • 5/4" GDX PLYWD TE6 SHEATHING (BLOCKING ® FIRST FLOOR r n ALL PLYWD SEAMS) • F.J. AS NOTED ON PLANS (® :SPANS OVER 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, (� U.O.N) O F.J. AS PE ,AAIS 2, • MIN. OF R-50 BATT INSULATION;FOAM MIN. 5" ' t-KBASELINE - CONNECTION 'CI' S AT RIM JOIST ELEV. +O.O' q I I I I b PER PAGE C7 15 W 5 D � I A-aol I NEFLOOR A5E EMBLY I I I I BASEMENT I I ( ( Q I I I I I I I I A-401 I r I I I ELJ _ :t _J, — - - - - - - - - -3--- — — - - - -1- - - - - - - - - - - -J A I A-401 SEOTION A-A / A-50I SCALE: 1/4" = I'-Oil I R.R. AS PER PLANS N J R.R. AS PER PLANS III III III III III III III III III III III III III III III III II III III III III IIIII IIII IIII iItI IIII IIII Wz CONNECTION TWAS PER PAGE 6-005 NEW R.R. TO G.J. tI IG.J. A5 PER PLANS,( 0 Yyyr PROJECT: NORTH FORK 3 - BEDROOM 5 GL. FAMILY ROOM 3 ESTATES - LOT 2 O 2.OE 2X6 LVL STUD WALL;ALL 6 AREAS WHERE WALL IS ABOVE 9' TO FLOOR SYSTEM; PROVIDE J" PLYWOOD AT 651YPSEUMO BOARDKALL IINSTTAAL! ATION TO G R I FFI N G STREET \� CUTCHOGUE, NY 11935 F.J. AS PER PLANS DRAWING TITLE: BUILDING SECTIONS O GREAT ROOM DINING ROOM 4 � 4 ° ° PAGE: A-301m00 F.J. AS PER PLANS CONNECTION 'GI' AS/ DATE: 07/05/22 10 OF 17 b _ PER PAGE C-005 I I Fire reparation ---- W 5TUD TO FLO A55EMBLY squired as per - _ . "7 rode - -- •. �ARC MECH. ROOM BASEMENT —_- �E' I I � ,. ��,� 10. ,ho�ti���n cc S>,QT 0;?7q�C ,1y� A-401 — - -- - — — - - — — — - - — -- — — — — — �aFN`V' SF-OTION 5-B / A-50I SCALE: 1/4" = I'-0" BUILDING SECTION NOTES ONEW ROOFING NOTE MrFJ: Ljj I. INSTALL NEW ASPHALT ROOFING SHINGLES LIJ 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO � 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS v OVER M 5.INSTALL 15 # BUILDING FELT(U.O.N.) OVER 4.1/2" COX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) __ 5. CAP 5HINOLE OVER RIDGE 3 HIPS (A5 REQ'D) -i-+ 6.PROVIDE RIDGE VENT(AS REQ'D) Lo "I. FLASH ALL VALLEYS ------ --- ----- ---- - 8.INSTALL DRIP EDGE AS REQ'D - -- -- - ---- - _ 0) 9.INSTALL ALL E PER S RE 51°EG.'s - - - -- - 0 OTYPICAL ROOF 4 CEILING OON51RUCTION: • NEW ROOFING AS NOTED • 1/2" COX PLYWD 5HEATHIN6 05LOGKIN6 ® ALL PLYWD C 5EAM5 CONNECTION 'A' A5 - ---- --- co • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER PER PAGE 6 6' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.ON) • MIN. OF R-49 SPRAY FOAM INSULATION(BONUS ROOM) — NEW RIDODGE - N • MIN. OF R-49 BATT INSULATION � C 0 r \ Q 0 TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): CONNECTION 'BI' AS p1.A`N5 O • UPON "TYVEK" HOUSE WRAP(OR EQUAL) PER PAGE 6-003 • UPON 1/2" COX PLYWD. 5HEATHIN6 (BLOCKING ® ALL NEW R.R. TO G.J. --- S PLYWD BEAMS) • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE • 2" FOAM INSULATION W/R-I5 BATT INSULATION (R-2'7) • 5/8" GYPSUM BD. WALL FIN1514 / / `t, --- / BONUS ROOM �� ° — FINI5HED Afi�A_ ONEW 51DING NOTE (TYPJ: N j / 2 HEATED �9 U I. INSTALL NEW FIBER CEMENT HORIZONTAL LAP 51MINO "TYVEK" HOUSE WRAP (OR EQUAL) 2.INSTALL ALL A5 PER MANU. SPEG.'s 5.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION -- - - — -- - 4.SIDING SHALL EXTEND TO TOP OF s G.J. AS PER PLANS �, - - _ - _-- -- __. - --- --_- • FOUNDATION WALL O5 NEW 4" THK. P. CONG. SLAB w/b"xb"-10/10 W.W.M. _ REINFORCEMENT AS PER DETAIL. TYPICAL FLOOR GON51RUCTION: I I O • NEW FLOOR JOIST AS NOTED ON PLAN I I • 5/4" COX PLYWD T40 SHEAT14ING(BLOCKING ®ALL PLYWD SEAMS) 4 I 2 GAR • F.J. AS NOTED ON PLANS (® SPANS OVER 8' I GARAGE v ' INSTALL "X" BRIDGING ® CENTER OF SPAN, _ U.O.NJ • MIN. OF R-50 BATT INSULATION;FOAM MIN. 5" 2 - AT RIM-1015T A-302 i 5 I I I I — — — — — — — — — — — — — —I I I I A-O -2 — — — -J SECTION G— G / A-501 SCALE: 1/4" = I'—oil ALUMINUM FLASHING TYP. ROOF/ROOFING 2"X6" LEDGER CONSTRUCTION (SEE H SECTION NOTES) ,Z (2) 2"X5" HEADER 2_/� 2"xb" LEDGER 0 O U Q w 2"X4" G.J. Q I*- I"XS" FASCIA BOARD 'SIMPSON'JOIST HANGER SIMP50N JOIST HANGER z N STRAPPING O-1 �" BEADBOARD CEILING m- m " X 6 �" LA6 BOLTS 6X6—IOXIO W.W.M. o (2) BLOCKING TO CATCH BETWEEN CENTER : m v 4 MIN. 4" BETWEEN ED6E5 OF (COUNTER SINK) to O 1-1/2" SQUARE BALUSTER ,� LAG BOLTS 1 Q m x 4'x4 CEDAR STAINED UPPER � OF SLAB PROJECT: (STYLE To SELECT) CORBEL (5cREW SECURED IN PLACE CORBEL TOGETHER SIMPSON H25A RAFTER (COUNTER SINK,WOOD DURING POUR TIE (OR EQUAL) FILL, SAND AND STAIN) (2) 2"x6" P.T. SILL PLATES NORTH FORK X b LA6 BOLTSPON SILL SEAL UPON ESTATES - LOT 2 5/4"xb" P.T. DECK (COUNTER SINK) BOARDS 4" POURED GONG. a I COPPER TERMITE SHIELD SLAB ' a 5/8" (P HOOKED ANCHOR BOLTS 11 6 MIL POLY -_' °ii�� ° Ba" O.G. W 5" SQUARE WASHER 4 GRIFFING STREET 2 O ADAGE FORGH DETAIL MOISTURE,,_ ++ II� ENDNUT; ALSO SEE ANCHOR BOLT (2) 1/2"m HOT DIPPED 6ALV. A-3O20 RETARDER a 1 LI SECTION ON PAGE A-200 CUTCHOGUE, NY 11935 BOLT5 ® EA. POST w/OVERSIZED ' 5GALE: 5/4" = 1'—O" P.T. D.J. AS _ z =_ WASHERS 8 END NUT PREBORED 4" GRAVEL BASE 0a I PITCH GRADE PER PLAN N INTO BEAM,POST,DECK TIE 3 UPON GLEAN `s, -` ° .Q 5 1 a° D RAW I N G TITLE: = RIM BOARD ASSEMBELY o0 0 0 0 o I ° P.T. BEAM AS NOTED COMPACT FILL „ � o o �'0 B I IN� - SOLID BLOCK ® 12" O.G. 5/4"xb" P.T. Pj BUILDING SECTIONS DECK 50AR05 P.T. DECK JOISTS AS (1) # 5 REBAR ° I 8" THK. (MIN.) P. DESIGN DETAILS (2) 51MP50N DJT14Z (1) 1/2"(P H.D. 6ALV. THRU DECK JOIST TIE ® BOLT w/OVERSIZED WASHER NOTED ON PLANS CONTINUOUS a GONG. EA. POST d END NUT PREBORED INTO �° GRADE BM. POST $ DECK J015T TIE 5/4" x REQ'D "SIMPSON" ABA44 HEIGHT P.T. RISER (U #5 REBAR (3,500 PSI) ® COLUMN BASE ry 4"x4" P.T. POST 5/4"xb" P.T. ° ° ° 48° O.G. ° l In ° PAGE' NOTE: GRADE DECK BOARDS milk 5T'RN6ER TO MATCH SIZE ° I II I (I) BARET OF P.T. DECK JOISTS 1j1I 48" O.G. 1. REFER TO PAGE A-200 A-302mOO 8 m SONOTUBE' FILLED II ° 111 FOR NAILING AND SOLID w/P. CONC. n ou (MIN. 4,000 PSI) IIitz ASPHALTIC O z_ FASTEN STRINGER TO III � STRAPPING OF ALL 11 II BLOCKING (MIN.6 1 i DAMP m �- COMPONENTS h I o ,• FASTENERS) a I PROOFING - ' DATE: 0705 22 (2) #4 HOR. REBAR , 11 a / /I I 2"A:2" P.T. STRINGERS ® I6" Ill (I) #5 REBAR 11 OF 17 4" THK. x 8 WIDE x WIDTH O.G. (MIN. 5 STRINGERS ® ° I11j v (2) #5 BENT OF STAIR P. CONC. PAD �• EA. STAIRWAY) 1111 CONTINUOUS 12"xl2"x8" P. CONC. PAD I�� REBAR 11 FTC. (MIN. 4,000 P51) 2"xb" P.T. BLOCK IN BETWEEN IBC EA. STRINGER. FASTENED TO tt-. NOTE' #5 REBAR ° I I • ° �R P. GONG. PAD w/ I�t/64" x m Q ALL DECKING SHALL BE FASTENED @ 60" O.G. ° �'_ � rVq, p EXTERIOR MOOD DECK DETAIL 5-1/2" CONCRETE SCREWS BY r' � w/COATED DECKING SCREWS BY _= L=� a � V; �`1 zs,r� "CALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) ° ° _ If, �� ('A A-502.0 SCALE: 5/4" = I'-O" (5) SCREWS PER BLOCK O" MIN. (2) #5 REBAR '� i 0 GRADE GRADE 511 MIN ' '} OF Nrc '� EXTERIOR WOOD STAIR DETAIL 4 MONOLITH 1 G SLAB DF—TA I L 4 50ALE: 5/4" I'—O" A-502.0 SCALE: I" = I'—o" A-502.0 = Q EXTERIOR SHEATHING AS Q �\ PER SECTION NOTES - Lii SIDING MATERIAL AS W PER SECTION NOTES (4) 5/8" H.D.G. LAC 0 BUILDING PAPER 3 HOUSE WRAP BOLTS (PREDRILLED) V) w TO FULLY OVERLAP FLASHING _ HEADER AS SECURE HANDRAIL TO WAL ON AT LEAST ONE I, "Z" FLA5HIN6 O \� - � � L0 O 5/4"xb" P.T. DECKING 1 _ - - w 0) (� Sf°EGIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEC.s; - w r- N.D.N. ON PLAN/ O 1 O _ -� a-- PLANS AND NOT PROJECTING MORE THAN 4;'s" INTO 6DRAINaGE SECTION/DETAILS) // ++ � � PITCHED METAL 5TAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT — - — ��— JOIST HANGER BY --- --- - -- - - - - - - - - 0 -_ 5/a" THK. PL. •C Z 'S1MP50N' OR EQUAL � - - -- - - THK. H.D. � 0 N FIRST FINISHED FLOOR _ I I I �4 OALV. PL. U \ - 1 c � co JOISTS AS PER PLAN FASTENED w/(2) "Z" \-TME, BY I 4-X TAL DTT DECK TENSION CAP PLATE A ,-mac, O 4* LO V2" MIN. SPACE BETWEEN 'S MPSON (OR c p 0 .. \ 5/b" � x 5" LONG HEAVY DUTY GAL. FLASHING EauAL) FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE Q .— � O WAL AND HANDRAIL \ LAO BOLTS ® ib O.G. INTO MUD SILL d RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER PINE RISER \ w/(2) 5/5"4) x 5" LONG APPROVED I G P.T. DECK JOIST MASONRY ANCHORS ■ 1b" O.G. A5 PER PLAN `\ 3/4" PINE TREAD STANDARDS FOR O RI PPABLE HAND RAIL FOUNDATION KAL SCALE: NT5 \ X GROSS SECTION 2 LF-DOER CONNECTION DETA I L (4) 3/b" H.D.G. LAG \ 10 MIN �� d;z� HANDRAIL CIRCULAR NON-CIRCULAR A-401.00 „ BOLTS (PREDRILLED) I ROUNDED NOSING �� CLEARANCE SCALE: I = I'-O"1,4/4" RADIUS _ (NOT INCLUDED IN z TREAD DIMEN5IOW 4"-&Y " / / - - - O f �\� _ - .-J 4 MIN. METER MAX. / (� O l tu J 3/5" THK. PL. I II 3 a" THK. H.D. to FLOOR SYSTEM AS I /4 / N NOTED ON PLAN 1/2 CALV. PL. m / NEW STL. GAP PL. 'A' FLOOR WOOD BEAM GAP PLATE 'B' (f} (5) 2"xI2" STRINGERS ® w/f?-21 WELDED TO COL.;SEE A5 NOTED ON PLAN nn ll INSULATION, IF UNDERSIDE 15 FACING GAP PL. DETAILS FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE n W 5TORA&E/NON-HABITAL SPACE \\ - / / / / NEW 5-1/2" O.D. 50H 40 LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE \ NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. DIMENSIONAL LUMBER OR 5.25" WIDE P5L 0 WELDED TO COL.;SEE (A5TM AI23) AS PER STORAGE UNDER YY GYP• BD. BASE PL. DETA�LTINO FOR FTEO PLAN BY SIMS STEEL (OR EQUAL) (WHEN APPL I GALBE) NEW . P. L PROVIDE GOLD JOINT GONG. SLAB \ AT CONC. SEAMS (TYP) 40, . e II ••II e m. (� L� .. I � v ve .. z r e � � • °U u _ ��II 10 TREATED 2"xI2" SILL FOR GONTAGT - (V w/GONG. (IF APPLICABLE) � e 4" GRAVEL BASE e • ° ` NEW(3) #5 HOR. /I �� II BASEMENT - 3" REBAR UPON (5) #5 A Y`± NEW 24"x24"xI2" HOR. REBAR (b TOTAL) DEEP P. GONG. PAD 0 O.D. 50H. 40 HOT FTC. (MIN. 4,000 P51) COMPACTED FILL / DIP OALV. 5TL. COL. (A5TM AI23) AS PER STEEL COLUMN FOOTI NO DETAIL PLAN WELDED . PL. L �� a"xa"x3/a" THK. A-401.00 5TL. BASE PL. SCALE: 3/4" = I'-O" O O (4) 1/2" HOOKED ANCHOR INTERIOR V400D STAIR DETAIL BOLTS EMBEDDED INTO A-401.00 SCALE: 3/4" = I'-O" OOT G MIN. 4 w OVERSIZED WASHER AND END NUT SETUP 2'-0" LAP (TYPJ BASE PLATE 'A' PROVIDE 5" (MIN) GONG. COVER N ---------- +---- OF ALL REBAR WITHIN P. GONG. z NOTE. I I II FOUND. WALLS t P. GONG. FTC'S. PROVIDE AS PER STRAGT IN 4 NN ILING ui I. IF FINISH MASONRY USED (SUCH AS --� ( II PROVIDE INSULATION REGU REMENT5 FOR PLIFPT, 4 STEEL COLUMN CAP 4 BASE FLATS DETA I L.S BLUESTONE) - MA50N TO ADJUST -----------fi-- -- BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" U HGHT OF LANDING AS REC0N TO I i I PER ENERGY TABLE ON PAGE 0-005 ® EA. STUD. A-4OI.00 SCALE: 5" = I'-O" ACCOUNT FOR FINISH MASONRY I II I I j II (WHEN APPLICABLE) � 2. ALL HORZ.SURFACES SHALL 13E PITCHED _______ __ __ �I—_ ® 1:46 AHAY FROM BUILDING SEE 5. FOR SLABS ABUTTING FRAMING, INSTALL I j I II FL NOTED OOOR SYSTEM LAN UPON AS NEN SILL SEALUPON COPPER P.T. SILL PLATES TM SECTIOFN NOTES) x TYP. ROOF CONSTRUCTION COPPER FLASHING FROM 12" ,ABOVE AND I I I II TERMITE SHIELD Q IN ASPHALTIC TO SLAB, BED ALL FLASHING #5 REBAR(TYP) Q I, I 4" P.GONG.SLAB -�Q I I NEw 5/5"(P HOOKED ANCHOR (SEE SECTION NOTES) w/bxb 10/10 NM #5 BENT O I (I I BOLTS ® 39" O.G. w/3" SaUARE PL PROJECT: STAIR DRAINAGE CALCULATIONS: I UPON COMPACTED REBAR(TYP) (V I I I I yyAeHM t ENDNUT 'SIMP5ON' H2.5A pg STAIR WIDTH = 5'-0" (TYP) I I RAFTER TIE (L�' I i PROPOSED NEW AREA= 50.5 5.F. GRADE I; I I _- R , NORTH FORK REBAR BENT TO = I - z ESTATES - LOT 2 503 Sq. Ft. X On= 5.19 SLAB AS SHOWN ! �-�=====�==�. I I 5.14/3.1= L7 VERT. FT. OF 2' DI,A RING REC�. PROVIDE (I) 2' DIA. X 2'-0" DEEP STORM y \\ \\ \\ z I II ) WATER LEACHING SYSTEM •°' • ,�� \ \\/\\\/\\\/\\\/ -(V" I I #4 HOOKED VERT. I I < ° G.J. AS PER PLAN / (1) #4 REBAR ® EA. /�i //\.L\/\// /\// // REBAR® 4b" O.G. `1j FASCIA BOARD STEP;3" GVR® ENDS c�'�ti e� \\�\'\\�\�\�\�\/ '' GRIPPING STREET BEAM AS PER PLAN CUTCHOGUE, NY 11935 CORNER CONNECTION loll \ \ \ \ \ \ \ \ \ ASPHALTIC DAMP I1 GRADE DRAWING TITLE:_ \ COMPACTED /\/\/\/ O PROOFING TO EXTERIOR II ,° LANDIN6 MIN. yii NEW "SIMPSON" LU526 "SIMPSON" PG64 _ e ° i,�/ \/\\/\\/ / FILL /\\/\\/\\/ t- 1j I I I (FOR"3 PLY BM) GALVANIZED J015T DESIGN DETAILS �} a• ,,� /G // // // / i/ i/ i/ // - - SIMPSON BC52-2/4 \,\\,\\,�\\,�\\ \ \ \ \ \ O .I I ° HANGER m Q �,� #4 REBAR ® lo'/\\/\\/ /\\/\\/\\/ Z p #5 REBAR(TYP) 2-O LAP I I a _ (FOR 2 PLY BM) \//\ O.C. (MIN. 5) /\//\//\//\//\// // (TYP) �r 4'P.CONC.SLAB w/ 2"x4" r x b"xb"-10/10 H.H.M. KEYWAY ° : ��,� \\ \\ \\ �, \, \, �, \\ \\ \\ \\ \\ \\ Q %�; / / // // // // // // // // // // // // O0 11 — UPON COMPACTED FILL •, . ° �i,,/ /\/\/\/\/\/\/\/\/\/\/\/\/\/ . P. GONG. FOUND. WALL II 4"DRAIN CONNECTED \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ m -------I - ---1 --------- (MIN. 4po0 PSI) TO EXIST.MAIN LINE ✓,�i�e �,,//\ //\//\//\//\//\// // // // //\//\//\// I I \\ \\ \\ \\ \\ \ \\ \\ p _- I 0:1 ,p �,// i/ // // // // // NOTE: �// // // [A I Ii a I� ° PAGE: L--- ---=- a--- -----=` I \\/\\/\\.Ip ALL P. GONG. -----_---r-- ---I --------SHALL BE #4 HOR. COW. all Ij \ \//\V�\ \ \//\�\ \ \/ 4,000 P51 (MIN) \//\//\// I (I II TOP,MIDDLE aBOTTOM of I1 z- _ #4 REBAR CONT. ® 10 O.G. (MIN. c3) J \\/ /\\/\\/\\/\\/\\/\\/\\/ / `/ /\\/\\/ I WALL (5 TOTAL) 11 (� 0 :1000 P // // // // // // // // // // // // // // // // I I I I ° 'I I (I) #4 REBAR GON'T. 1 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 14 /\ P.T. POST A5 #5 BENT REBAR ® 12" O.G. PER PLAN I. \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ I P. CONC. CONT. FTC. i I - 5" THK. P. GONG. WALL I . / // // // // // // // // // // // // // // // // I I II (MIN. 4,000 f'S1) .II .:, - \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I I p n DATE: 07 05 22 \/\/ \ /\/\/\/ � , / / 12 OF17 I� /\//\//\//\//\//\//\// J p I I I� #5 BENT (3) #5 HOR. GONT. REBAR �I' - (I) #4 REBAR CON'f. \\ \\ \\ \� \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ REBAR (TYP) - d� �/ / / / / / / / / / / / / / / / / / I I 4" P. GONG.SLAB + 1I a \\ \\ \\ ' fl A Ib" WIDExl2" DEE'Pp ,. ll P. GONG. FTC. /\/ \ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ I I I ° V` "51MP5ON" I I ° POST BASE PER .�� &C/ylX :: (2) #5 HOR. REBAR I I ° I I ": POST SIZE �O .� I I MOISTURE RETARDER— _<l j ° -0 4j �(� „vim Q I I 4" GRAVEL BASE_ ° a :,. ;'S°I cp •' e -• P.T. DEGKIN6 ., EXTERIOR MASONRY STAIR DETAIL I I i i a - A-401.00 COMPACT FIV. A L SCALE: 3/4" = I'-O" 2-o P.T. D.J. AS PER PLAN ()3 7 5 � - 'T' CONNECT ION �fi���'t REBAR OVERLAP DETAIL `7 FOUNDATION WALL DETAIL COVERED FOROH DETAIL A-401.00 A-401.00 SCALE: 5/4" = P-O" 8 SCALE: 3/4" = I'-O" A-401.00 SCALE: 5/4" = 1'-0" Q A EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Ld Ld EXISTING TO REMAIN WHEN APPLICABLE) I1 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL { - ---I _ I---i STL. WHEN APPLICABI E) Q _W 11 � OHO NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL V POST FOR 4" WALLS WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR WA LLS),ALLS), U.O.N. NEW 2-HR FIRE RATED O Z WOOD FRAME (L.G. STL. .0 WHEN APPLICABLE) U_c N Lo (2) 2"xl0" P.T. (2) 2"AO" P.T. -1-+ N +' I- - J DROPPED BM. — DROPPED BM. Q Or O Q 4f Q I N I D 1 I - (2) 2"XIO" P.T. (2) 2"x10" P.T. — L -� DROPPED BM. — J DROPPED BM. L L U Q� m I , o X ®FJ= Q I I — - -_ - -_ - _ — — — — — — — — — — - - - - c • `— — S—°— ' - -- — — —° , —° —° — — — — — — — — •� •e• o DRAIN ❑ SLOPE I — i I MECH. 0� I nn ll ROOM I u: _ _ ° ' (2)DROPPED 6 RvER L L ��� _ 2 _ �� , - _ 1 - - 9 (2) I L8 7 .0E 6-P L71 1 - - L — L L — L DROPPED GIRDER L — L I Q �I I I I '• I NII - - - - - — — — — — — I �F_ r � • — — — — — — — — — —°-- -• I (5) 11.8'15 2.OE 6-P LVL I' -� (5) 1I.a75 2.OE G-P L\/L� e (5) 11.5-M 2.OE G-P LVL (T 3) ILSl5 2.OE 6-P LVL °. DROPPED GIRDER L - I DROPPED GIRDER L — -I DROPPED GIRDER L DROPPED GIRDER (2)o2"x8" P.T. HDR I • . I o a o i t n w —I � I v I p BASEMENT v I— — — — — — — — — — — — — — — .•—I UNFINISHED UNHEATED on I - - - - - - - - - - - - - - - - - - - - - - - - x- m 1,865 SQ.F.T x ° I la I I I Z • to �_ _ � I I i -• I I IIQ , � I • I I • (V 11.8'75 2.OE L 1 (5) 11.5-15 2.OE 1 L\/L _ 9 17� 5 2.0E _G-P LVL _ 5-P LVL DROPPED - -'- DROPPED 9 DROPPED - GIRDER L -1 DROPPED I� - J I 2 GAR GARAGE I 0 GIRDER L J 61RDER L - - GIRDER I I I ( SLAB ON GRADE ) d) I I I I I I I I I I I I I I •. I I a s i PROJECT: U. a L J - I I I NORTH FORK I° ly o I I I _ i I ESTATES - LOT 2 OL Ix O tu0 u I I I ( I I I 1 I " I GRIFFING STREET cv tr ® R TRP. F.J Qa I I 1 I I CUTCHOGUE, NY 11935 DRAWING TITLE: •' � - - - -. - - - - - - - — - - - - - � � I I / \ I I / \ I I - P PROPOSED STRU T STRUCTURAL LAN — — — — — — — — — — — -- - -� I C U L — — — -- — — — ar - - — — — L• I ' � I — - - - Q _ - - a ® a I PAGE: m iv ml *tV 2"xl0" P.T. DROPPED BM. _ " P�.,pR_ DBM Q I 0 In 0 DATE: 07/05/22 13 OF 17 ��`� t,�c M. 4�/ FROFCSED FOU1�DATION STRUCTURAL PLAN ~� �* SCALE: 114" = 1'-O" (0) N 0ENERAL XISTINO TO BE DEMOL15HED NEW PARTIAL HEIGHT — E WOOD FRAME (L.O. STL. Ljj WHEN APPLICABLE) ui EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 0 1 w STL. WHEN APPLICABLE) `I Q '.�'' NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V O O POST FOR 4 WALLS WHENDAPPLICABLEME )STIR. O T— 0 (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.O. 5T.L. L O r z . Z � WHEN APPLICABLE) 0 N O 0 -c 0 -+-' N -'-' nQ O :20 W WOOD DECK 207 50.FT. 4 U � 4� m (5) 1.75 x TRP.P05T LVL HDR TRP.POST HDR —1 TO HDR. TO HDR. p I , ` U� (^V Q o u1 n U p � � KITCHEN O 0 4 z Q 215 50.FT. GREAT ROOM 0 O z I 281 50.FT. LuQ 0-tL �— a CAS o 0 FIREPLACE r N V (5) 41.5" LVL DROPPED = I HDR.,V HDR. HT. N DEL.POST TRP.P05T TRP.P05T TO HDR. TO HDR. TO HDR. 2 I."15 x I1.5"i5 II.b'I5 2.0� - — — PAN. tu LVL FLUSH HDR _ DRP. HEADER 15.1 T V Q 3) I."I5 x_Il.b?5 — to l� O� MUDROOM 111 i tu Q 73 50.17T. lu ' / m ®� v z BATHROOM II -T/a" OPEN WEB ENGINEER TRU55 -146.2 50.FT. p DINI GROOM sJ 0 BENCH -x Q, F.J. ® 16" O.G. Q w 115 50.FT. t- N Q DESIGN BY MANUFACTURE I lu v I r Q o� lu tu �Q ®� a a ® ® to v } U tz n I z n:z lu 1W � = r IL JI Q W �z dJ z / dJ I U -x ILI =� Lu ; ; n u� z < v N Sb.Q 50.FT. r tp � I 11 'I/a" OPEN WEB ENOI NEER TRU55 = dJ 2 GAR l j l4 Q F.J. ® I6" O.G. _ _ =1 GARAGE to? DESIGN BY MANUFACTURElu= m 550.0 SQ.FT. �m a 0- "tb T- Lu DEL. POST I (2) I I.a'I5 LVL FLUSH ®Q TO HDR. F -1' _(2) a.5'.LVL FLUSH HDR., _ -__� I I —� n PROJECT: DBL. POST TO HDR. I (2) 11.515 VL FLIJ�H �r_ _ _ _ _ _ NORTH FORK ESTATES - LOT 2 I I I \ JOIST HANGER NOTE: FOYER PROVIDE HMeERS 327.1 5Q.FT. BEDROOM TO ALL F.J.XT FLUSH 256.1 50.17T. HEADERS. O� I // \\ I I // \\ I � G R I FFI N G STREET I I ift CUTCHOGUE, NY 11935 L�- HDR (2) 2"xa"HDR HALF- II i/b" OPEN WEB ENGINEER TRUSS "Q F.J. ® I6" O.C. _ BATH I / DRAWING TITLE: cY DE515N BY MANUFACTURE 42 5Q.FT. (2) 11.875 LVL HE ER _ \ I / (2) I1.a15 LVL HEADER_ \ „ ' — — — — PROPOSED STRUCTURAL PLAN (2) 2"xa" (2) 2"xa" (2) 2"x8 — — — �� WOOD HDR - PATIO -- 123.4 50.FT. o-$ _ _ _ (3) a+s" LVL OIR_Dr_R — $-0 PAGE: S%102m00 DATE: 07/05/22 14 OF 17 FROPOSED F I R5T FLOOR STRUGTUiRAL PLAN 50ALE: 1/4" = I'-O" 0�7� �U 'F0F � � 0ENERAL 5"",rl\�BOL <E I : Q NG TO BE DEMOLISHED � NEW PARTIAL HEIGHT _ EXI5TI WOOD FRAME (L.O. STL. LW —� EX15TINO TO REMAINWHEN APPLICABLE) NEW WOOD FRAME (I_.&. NEW FOUNDATION WALL J v 5TL. WHEN APPLICABLE) Q M w NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL L0 O E ® POST FOR 4" WALLS _ (O WOOD FRAME (L.E aTL. (MIN. (2) 2"xb" 5TRUGTURAL "C r WHEN APPLICABLE) POST FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. I d � .CZ � WHEN APPLICABLE) U N O O � O � to Q OHO �2) 2-30 HDR (2) ZWO HDR P05T TO RIDOE I U ABOVE I �/ I I I I � P05T TO I RIDGE I U ABOVE 5EDROOM#3 BEDROOM#2 255.6 50.FT. 155.5 SOFT. I I nn�ll 2"x5" G.T. W G.T. ® O.G. a FEET ABOVE FF I I P05T TO RIDOE ABOVE I I I (2) 2"x5 HDR (2) 2"7e," HDR (2) 2"x5" R I I I _ (2) 2"x5" HDR I L — LAUNDRY _ — GL. 33.8 2"x5' G.T. GL. SOFT. • 0@� — — — — — G.T. ® Ib" O.G. _ q FEET ABOVE FFIL - = I BEDROOM#4 L �v p� I 260.1 50.FT. ;p BATH#2 U _ POST TO ql.q SQ.FT. dJ POST TO FAMILY ROOM ® RIDGE ®� 221.q SQ.FT. ABOVE n 6 W ABOVE _ POST TO �P05T TO RIDGE RIDGE (2) POST ABOVE ABOVE TO HEADER 2.OE LVL FLUSH HEADER - TRP.POST P05T TO I TO HDR. fn- RIC BONUS ROOM a I I W (2) P05T ABOVE I _FINISHED $ — sJ+ O TO HEADER INSULATED — p i I 25q.9 50.FT. TRP.POST N I I U TO HDR. BATH#3 104 50.FT. 2"x5" G.T. Q FEET (ABOVE FF 0 (2 2"x5" HDR (2) 2"xW HDR (2) 2"x8" HDR (2) 2"x8" HDR I PROJECT: P05T TO A� NORTH FORK (2) 2"x5" HDR (2) 2"x� (2) 2"Xa" HDR (2) 2"xa" HDR I ESTATES - LOT 2 " DR (2) 2"x8" HDR I I F GRIFFING STREET - - - _ - - - _ -- CUTCHOGUE, NY 11935 DRAWING TITLE: PROPOSED STRUCTURAL PLAN PAGE: S-103m00 DATE: 07/05/22 15 OF 17 PROPOSED SECOND FLOOR STRUCTURAL PLAN �:;�►r����l� �.�, �� 14 F� 0 50ALE: 1/4" = 1'-0" '� ,;: 1 �r -4 �k ,Ii g U �`,v� • 4U f^� 0ENE /\L SN'MBOL <EY : a EX15TINO TO BE DEMOLI5HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Lij EXISTING TO REMAINWHEN APPLICABLE) Ld NEW WOOD FRAME (L.O. NEW FOUNDATION WALL - J ) 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL � 0 WOOD FRAME (L.C�. 5TL.� ® P05T FOR 4" WALLS (c) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. .-- NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. 0 c Z 'q. WHEN APPLICABLE) 0- °� N 0 0 -L -c 0 +- t ) Q 0 :2 0 D 4"x5" ALUM. DOWNSPOUT ®OP4N TO GRADE SPLASH GUARD I W (TI(P, ( 4"x5" ALUM.DomelPOUT ---� ( DOWN TO • DRYWELLS 2" x &" R.R. GRADE (TYP) 2" x 10" R.R. 2 x 10 R.R. I V ® 161, O.G. I I I 4:12�ITS ^ n 1 4"x5" ALUM. I q:12 PITCH DOWNSPOUT q:12 PITCH DOWN TO � SPLASH GUARD tu ® GRADE (TYPJ 1 I X I \ 2" xR. 2" x 10" R.R. 1 ® 61," R.O.G. ® Ib° O.G. 10:12 PITCH 10:12 P'ryIT+�H 9L��O) C0 / je I I . — I (2) 11.5" LVL HDR x � NEW(2) I.?5"x11.8'IS" 6.P. 2.OE LVL RIDGE —pq (2) g.5" LVL HDR I � � x = Q I I 4"x5" ALUM. W x N _ p. " DOWNSPOUT X << O O _ (2) 2 xl2' RIDGE _ _ _ _ SDOWN TO PLASH U \ n A GUARD GRADE (7YPJ 2" x 10" R.R. 2" x 10" R.R. \ N x 0� A t t ® I6" O.G. ® I6" O.G. I 0 t \ - - - - - - - -� ' PROJECT: - - - - - - - - - - - - - A . 12:1� PITCH 12:12 PITC H I = N® NORTH FORK _ x - ESTATES - LOT 2 DBL LVL =O N POST TO x RIDGE — — — — — — — J A ' �� s - - - - - - - - - - - - - - - — — — — — — — - -1 GRIFFING STREET DOWNSPOUT 4'x5" ALUM. I I CUTCHOGUE, NY 11935 DOWN TO SPLASH L- — — — — — — — — — — — — — — GUARD ® N - GRADE (TYP) DRAWING TITLE: 4"x5" ALUM. A DOWNSPOUT PROPOSED STRUCTURAL PLAN DOWN TO — � � - - - - - - -- - - - - � � SPLASH GUARD OR 4 DE (7YP) 4"x5" ALUM. 4"x5" ALUM. DOWNSPOUT DOWNSPOUT DOWN TO DOWN TO PAGE: SPLASH 5PLA5H GUARD ® GUTTER HlrH GUARD GRADE (TYPJ POINT(TYPd GRADE (TYP) S-104m00 DATE: 07/05/22 16 OF 17 � yQEO ARC1 PROPOSED ROOF FRAMINO PLAN -.KZZ,51 �uj z SCALE: 1/4" = I'-O" s1c FOF Q w J v w LL� w `'' I O c: Z �- �v N O O -tcTO O +, Ln +' N n< OHO W U (1) m U � U-) U 4"FRESH AIR VENT J,L THROUGH ROOF u I V k 5 1 I I t 1 BATHROOM 3 BATHROOM 2 2" _ LAUNDRY BATHROOM 2 BATHROOM 5 LAUNDRY Nam• ALL --r— j � I SHALL PL INFORM TO SHALL GO ALL INFORM I , 2"I I , , �p I I 1 LOCAL PLUMf31N6 GODS � FUEL 6As WORK -� 1 2", I IL TO TO LOCAL 2•I I i i i i " o i � B i � B i� B PROVIDE"ABESGO FP200 FR 14 i4 IQ PLUMBING GORE t E 'ANDIN6 FOAM'(OR EauAU Q j 3 1 I I Q4 Y FUEL 6A5 AT ALL PENETRATIONS IN FIRE I :; u I ,� 1 j; , q4 u I j; Qry I F��FN� WO RATED WALLS AND �i =1 A W.G. o =1 IU =1 IJ S1 W.G. xi IJ - .� HOT WATER Ul I FLOORS/0EILIN65. PRODUCT I �'ry �n .ry .I e5+40HER �n , 'n I I 51..,p1„ER I-------q PIPING PENETRATIONS: I 2" GOt�ORhlr TO ASTM E 814, E _�I :� � j� �� j �i �, SUPPLY i— � i _ I. PROVIDE•ABE5G0 FP2oO FR ,J SHOWER I I5HOWER I ASTM£84,AND UL I4i9 - , -� .--��-------------- ------- GOLD WATER EXPANDINS FOAM"(OR EOUA) I G.O. m .._.._.._..ply _. .._.._.._ .._..g. .._.._.._..____.._.._.._.._.. _ _ .._.._.._.�__ .._._.. _ _ - I SUPPLY AT ALL PENETRATIONS AT WALLS AND FL.00RS/CEILIN65. � 2.PRODUCT CONFORMS TO ASTM E _ HALF BATH �I ,�E � BATHROOM I KITCHEN — BATHROOM I I I PROVID " FOAM"(� FR � 814,ASTM E 84,AND UL 14T9 HALF BATH �VHBIN6 WORK KITCHEN SHALL CONFORM TO I AT ALL PENETRAT10Ns IN FIRE I RATED WALLS AND LOCAL PLUI�BIN6 CODE RATED I FLOORS/GEILIN6s. PRODUCT KITCHEN LLVIN6 2+__—�_ —T— 12• R O4 Q4 qd pQ j CONFORMS TO ASTM E 814, 0 ROOM C.LrAN OUT2:: 2" _ _--T— I A5 REQD LL3 II 11 191 I p4 I i A5TM E 84,AND UL 14-19 LL B __T-- I B I B I 12• t- I j� ; 13 1 44 144 I �= I I w�LAce vErrr 1 DE F.A.I. LL 1 U O 11 1 1 31 .v I " 1-4" 1 I I TUB ISHOWER I- " Ow �� nl �� �� I+II 711F311 i� Dyy RANGE LREGULATOR ~L--! Z. _ __�.._.._.._�S-..._.._.._..�._..�.._.._..�—_. ..m.._.._.._.._..�._..-.._.._._-.._.._dam.,_.._.._. . __. -�I G.O. I 6A5 SUPPLY O 4" 1 I U HOUSE N MAIN-,� GO MAIN MAIN DRAIN i j r�STREET MAIN �,N TO 6A5 I `. TO SEPTIC _.._..� F � SYSTEM I � 11 = IRST SEC. Q tr FL. FL. PROJECT: NORTH FORK ESTATES - LOT 2 FLUME3 1 NC RISER - 17)RA I N / HASTE / TNT FLUM5 I NC RISER - 5Uf=FL`r CAS F',15ER - SUFFL`r SCALE: NTS SCALE: NTS G R I FFI N G STREET SCALE: NTS CUTCHOGUE, NY 11935 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101moo DATE: 07/05/22 17 OF 17 RC PA 03740� �Q4 F0F CIE