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Home My WebLink About47654-Z O�OS�FFOIkcpG Town of Southold 5/4/2024 P.O.Box 1179 o = 53095 Main Rd y o�. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45162 Date: 5/4/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 905 Stephensons Rd.,Orient SCTM#: 473889 Sec/Block/Lot: 17.-1-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/11/2022 pursuant to which Building Permit No. 47654 dated 4/7/2022 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 finished basement, screened porch and deck as applied for. The certificate is issued to Mullins,John&Carrie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1134 4/26/2024 ELECTRICAL CERTIFICATE NO. 47654 3/21/2024 PLUMBERS CERTIFICATION DATED 3/19/2024 ttitu lumbing A tho 'ze Si nature o�SUEFQ`u TOWN OF SOUTHOLD uy� BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "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#: 47654 Date: 4/7/2022 Permission is hereby granted to: Mini Cedars LLC 63 N 1st St Brooklyn, NY 11249 To: construct a single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD & Trustees approvals. x At premises located at: 905 Stephensons Rd., Orient SCTM #473889 Sec/Block/Lot# 17.4-2.2 Pursuant to application dated 2/11/2022 and approved by the Building Inspector. To expire on 10/712023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,361.20 CO-NEW DWELLING $50.00 Total: $2,411.20 Buil g Inspector TOWN OF SOUTHOLD g�fFOl,�co BUILDING DEPARTMENT ��O Gym TOWN CLERK'S OFFICE 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#: 44941 Date: 7/1/2020 Permission is hereby granted to: Mini Cedars LLC 63 N 1st St Brooklyn, NY 11249 To: 100 AMP underground electric service. At premises located at: 40 906 Stephensons Rd., Orient SCTM # 473889 Sec/Block/Lot# 17.-1-2.2 Pursuant to application dated 7/1/2020 and approved by the Building Inspector. To expire on 12/31/2021. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector pF SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q ,�► • ao sean.devlin(Q)town.southold.ny.us Southold,NY H971-0959 �y�OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Mullins Address: 905 Stephensons Rd. city:Orient st: NY zip: 11957 Building Permit#: 47654 Section: 17 Block: 1 Lot: 2.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Daniel Wilcenski Electrical License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 75 Ceiling Fixtures 30 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 6 Smoke Detectors Main Panel 200Ax A/C Condenser 3 Single Recpt. Recessed Fixtures 49 CO Detectors Sub Panel 100A A/C Blower 3 Range Recpt Gas. Ceiling Fan 2 Combo Smoke/CO 7 Transfer Switch 400A UC Lights 3Q' Dryer Recpt rq Emergency Strobe Heat Detectors 1 Disconnect 3 Switches 1 Q7 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, 40A Sauna, Hood, Mini Fridge, W/D, 200A Panel 40Circuit/ 38 U: 200A Panel 40 Circuit/ 36 Used, 100A Sub Panel 12/ 8 Used Notes: Two Story House w/ Finished Basement In Signature: Date: March 21, 2024 S. Devlin-Cent Electrical Compliance Form zz Town:Hall:Annex. :T 1 - e hone 631 765 18 54. . 1Vlain Road e Fax:(631):765=9502s 02 PiQ..Box a.... .. ........... . -Southold 1VY 11971-0959 BUELDINGrDEPARTNffiNT'_ MAR TOWN'OF SOUTHOLD CERTLFICA Date•. 3 :Building Permit:No.* Owner:. leasgprint} Plumber:: _ ........ . (Please print). certify that the:so der used in the water supply system Contains less than'2/10 6f 1%: lead: (Plumbers SiOL140): Sworn to before me this day.of _... . ...... .. ... .. _. j CHELSEA L. CHALONE Notary Public,State of N6w York Registration#01CH6287106 Qu,alified--ln Suffolk County Commission Ex Notary. Public;,+ U.. 6.:IICL:: �64nty Pires Aug,5,20�,S Of 50Ulyolo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [4 OUNDATION 1ST ND [ ] 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 [ ] RENT REMAOKS: DATE INSPECTOR SOOTyo� - —------- - - ` . # TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 631-765-1802 INSPECT ON [ ] FOUNDATION 1ST ...TOUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4�U4 R' p OkG� G DATE 2// 10/40-72 INSPECTOR ��✓ OF SOUIyO # TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 IN-SPEC ION [ ] 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 R ARKS: Vow � 1.s DATE INSPECTOR So(/T J go # # TOWN OF SOUTHOLD BUILDING D PT. Comm 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 JN, ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: )ZOIZ z 0,v, c) '-----bATE S/57 INSPECTOR OF SO(/TyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 qq' V4 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: ►� �KLIi - NI�'�� 6m� 1� - ofc M4 SLkm t h ' DATE oY INSPECTOR Vh #. TOWN OF SOUTHOLD BUILDING DEP 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: ' ec ZrJA DATE �o INSPECTO ,,�' '* # TOWN OF SOUTHOLD BUILDING DE 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: ►�l ,�� r� --O K' DATE INSPECTOR y t -r J M Combo breaker for bathroom lighting at Stephensonsi ,t,� �► �� — rev w��' l �-C l�l S ��YU l'��► �-� b a'`-.�J sixt ,8 tank distance regwrem• X j ,l nfpa 58 tank distance requwremf X N Above_Ground_LP_Tank_Clearar X -t- �y-t ; inspectapedia.com/plumbing/Above_Ground_LP_Tank_Clearance_Distances.jpg Location of Federal, state, and local ordinances and regulation ASME Containers should be observed at all times. From NFPA 58, Appendix Intake to Direct Window A/C rnaY Later Vent Appliance (Source of est') wn,ch Ignition) Near be bUi1t uP°n 10 Ft. Min._ 10 Ft. Min. —' --_ 10 Ft. 5 Ft f Under 125 Gallons - �� Min. Min. (Note 3) Water Capacity ' 10 Ft.--- u der+ 5 Gallons f ` _ Min. Centra A/C 10 Ft. � ter Ca ci Min / Crawl Space (Note 4) — Compressor �- 10iFt. Opening ' ,��`y Up to 2000 Gallons 1 (Source Of Ignition) QW:aLq_rP_ o 0 Gallons �aNel }Q( er C_a�acity _� 10 Ft. Min. Underground Container 25 Ft. Min. Up to 2000 Gallons 1 Ote 2 f .� `\fie Water Capacity 25 Ft. Min. � �e5ti Notes: a� 1) Regardless of its size, any ASME tank filled on-site must be located so that the filling connection and fixed liquid level gauge are at least 1( from external source of ignition (.e. open flame, window A/C, compressor, etc,), intake to direct vented gas appliance, or intake to a mechi ventilation system. 2) May be reduced to 10 feet minimum for a single container of 1200 gallons water capacity or less if it is located at least 25 feet from any othE Gas container of more than 125 gallons water capacity. 3) Minimum distances from underground containers shall be measured from the relief valve and filling or level gauge vent connection at the con! except that no part of an underground container shall be less than 10 feet from a building or line of adjoining property which may be built upon. 4) Where the container may be subject to abrasive action or physical damage due to vehicular traffic or other causes It must be either a) placE less than 2 feet below grade or b) otherwise protected against such physical damage. Q Search N �x R I r ? k- �ti fi �1 hra1►. R . ,r Af � �' ��I� ��II . . , �� , I II ��kl. �! II� 1111 � I111 1 � I Y I'��y . i � la 1 . � : 1 ��_ ��II��III �� lll 11 �, I i i r i � � Ii I, II I � � � ' Er d � 4 i I � , ls.w..tt .:'i..53M�_''i f• R � k >t•r lit �.__ _ ..� •rr��r � � �.��,�"s �.��:f d �,. Ao 01, - �-7, ,R � `'�' X.,r{ ^.J+�? •,;fin � r e� �_ 3�-�� `� \ r•``ar -� r .S S 3..A� .� �J �: •\Ml'i -he \ .T,.►�•64, :r.�.' ''4''_ i�:�- •t �1 y �`.�� -�'.? \ ' ' Building Envelope and Duct Tightness Re, ort 20181ECC as amended by the 2020 New York State Supplement,sections R402A.1.2'land R,13:4 ' 4r Address of Test 905'Stephensons Road,Orient,NY 11957 Test Date,. �,%4/2021 2024 Building Permit M 47654 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# Home:Energy Solutions NATE ID# ig7 EaSfMain Street ICC ID# Huntington,NY-11743 BPI# 63,1�73;0664 ' Build ng.Enveloyiligh dss. Volume.Cale'ulation.: Check`if Floor Area Volume Conditioned Basement Basement. 18'16 17618 0.Conditioned Crawl Space lst 202$ 1`9847 �Sealed"Attic 2nd 1076 8913 *.The conditioned floor area of dwelling:is calculated in 3ro kalkluo rds ce.with ANSI 2765 except that conditioned fioor Attic 8893 areas wher tHe�ddiling Fielgl t is less than 5 Total Volu me 5$271 CFM @50 pa F 24-69 Air changes/hr@ pa 2:6$ _ Code.Compliance: Pass , tic on otal<D.uct:;Leak ,ge System=l:-Within:Coiidition;Space Duct"Location Conditiqued.Space Floor Area' " Leakage CFM @25pa NSA CFM/100 A CFA N/A Code Compliance; Exempt System=2: Within`Condition'Space, Duct=Location ConditionedSpace Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N%A Code Compliance: Exempt. System73: Witliifr Condition Space Duct.Location",Conditioned.Space Floor Area. ..o Leakage CFM @25pa N/A CFM/100 A2 CFA N/A Code Compliance; Exempt All building envelope tightness testing�l as,b er3verified ustn ;instruments a''d'procedures specifed'in ASTNi E1827 as requited by 2018 IECC as'amended by the 2020 Neru;>!ork StateUpple bent,section 1t402.4.1.2.The building'duct and plenum system .has been verified as required by the 2018 IEGC, ' me tl°ed'b =20205i3ew York State Supplement,Section R403.3.4. Signature: ~ ' ,�' � " Date: 1/11/2024 Christophei'�'il�a,1[ome Ener Solutions FIELD INSPECTION REPORT DATE ttyy COMMENTS T' a1A -S FOUNDATION (1ST)' y ------------------------------------ C FOUNDATION (2ND) J S rn V" ROUGH FRAMING& PLUMBING H '� v r INSULATION PER N.Y. S y STATE ENERGY CODE Q ( Jl✓�i1M VU. P�e.�S GC e FINAL an K � ADDITJONAL CO M NTS 10/ 2 l 2v o � o -Li - a _ c aa5�. . c 1c) qq Z m . q -W - 0 h z f x r� a � � d H w� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Vat Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �i Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only V � W PER N0. Building Inspector: D FEB 1 12022 ''Application`s end.forms tiiust 6e filled=out in;,th'eit'ent'irety;-lhcomplete,,,.' -applicatio.ns"will not b'e acc`pte r1N er "•f App i a t'isn o n "` BU!L©1PJG DEPT. er;'at TCZb1;,. SO uLU e d, h e he I'c n of"thew n NTH Ownees',Autharization fdrrri(Page 2)shall be cam feted: •`,<s. Date: 202a `OWNERS `OF PROPERTYi f , �" Name: FCTM#1000-. _._....,_ �- I _... _. ,_.. _..,. "..... ........ ,, .. .,. .. .,l 1 V. _.2, 2 Project Address: d Phone#: .. Email: ....._... 0 0-7.. _. .... _..... Ma dress: Mailing Ad 16'G .. . . . , •.... , .,.... L. O.,Q.�.. CO TAGT:PERSON e ' Name: M .c . .. C C.... Mailing Address: C1L 9.7 Phone#: Email: �� ..... 8 .6..E a. .... . . ., eC�L/y.�C 2Vj 6 elZON• RESIGN , FESS19N L,INFORMATIONcry Name: Mailing Address: 02 Sr 06 .._... .._.ON .... , /N, . A Phone#:5-d�... _, .... ._ . ..-'... .. .2 ..Z.... ............_....... Email�d - .". . .� .Q �i� .•CO �':CONTRACTOR;INFORMATION3 f .ro • Name: �'J ,,..,C'o 45- .. . . Mailing Address: 47D.....TD I34 _..4 4. --17 C/<',/l�. -'•�1.7�� Phone#: Ema' 6Y .Z J. �o cv ac `DESCRIPTION OF..PROPOSED`;CONSTRUCTION` a eo .. %New Structure ❑Addition ❑Alteration ❑RepaiSr ❑Demolition Estimated H.,......•.. �< t'Cost off Project: ❑Other $ Will the lot be re-graded? Xyes ❑No Will excess fill be removed from premises? XYes ❑No ' 1 PROPERTY INFORMATION 1 Existing use of property: Intended use of property:- r �'_�_,sart� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 4Q �?`, this property? ❑yes;lo IF YES,PROVIDE A COPY. heck Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 Othe 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 buildingis)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): ggAutlrorized Agent El owner Signature of Applicant: Date: STATE OF NEW YORKi SS: COUNTY OF !R" } beingduly.sworn, deposes and says that(s)he is the applicant(Name of individual signing contract)above named, (S)he is the �•— (contractor,Agent,Corporate Officer,etc.) , of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this =nnt) � 2i)sa�idx3 uoissiLuLuo� Notary Public ng L' pGailenO'oN uoiiegsi6a�ilS'0nand AWJ10N PROPERTY OWNED; AU�'HORIZATiON r'r Cl VC1 - (Wh.ere the applicant is nit the owner) residing at✓,�d J� _1I �,�-. /9 L_ f1Q do hereby authorize -- rAl C�M� �. to apply on my behalf to the Town of Southold Building Department for approval as described her in, Owner's Signature Date Print Owner's Name Z :t 4 ,sac. t,•'" -,-.n\3-z��,-.r i �",�,j - 'M..,• r na '� �' ^ -mr.Mra�.t'.s•"^.....x''xs�rr,-,�.x�" �'�T-cH, '� .,��: tl• r <,.. l�� ^. f' .//.ti �s ...ti;s.�•-'.'•.s_•'.`�'G�.�'&�.�}X,1W.''L''rt2la�:h� rt'2_*::9:b."S•.s 'Si•_�T��, s-C:d�• +}�v'�"',_'��•ur^::rkT^..i J....'TL�•��t"a•VT'.�•"' J'a� y� S � BOARD OF SOUTHOLD TOWN TRUSTEES f SOUTHOLD,NEW YORE PERMIT NO. 10037&10037C DATE: DECEMBER 15 2021 x r • "' ISSUED TO: JOHN& CARRIE MULLINS ;y PROPERTY ADDRESS: 905 STEPHENSONS ROAD,ORIENT R^ 1 SCTM# 1000-17-1-2.2 rf AUTHORIZATION �> Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of 4}y 3 4 - � Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting Held on December 15,2021 and in consideration of application fee in the sum of$500 00 paid by John&Carrie Mullins and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: xf Wetland Permit for the disturbance seaward of the Coastal Erosion Hazard Area Line(CEHA)of an areab of 2,124sq.ft.from the CEHA line to the silt fence;the disturbed area ;s to accommodate construction Y F activities for the proposed dwelling and to provide an area for the placement of in-ground sewage ' disposal pools(in-ground structures), made necessary to meet the Department of Health's required `a '- 150ft.separation from the well; upon completion,P p p the disturbed area will be revegetated and the existing path to beach narrowed from eight(8)feet to four(4)feet in width;'construction of a proposed 2,328sq.ft. - single-family two-story dwelling; construct an approximately 115 linear foot long retaining wail; install iS an I/A OWTS septic system; install gutters to leaders to drywells to contain roof runoff;and to install an `t f . approximately 1,430sq.ft. pervious driveway and parking area;and 6s depicted on the survey prepared iT F by Howard W.Young, Licensed Land Surveyor; last dated November 29,2021,and stamped approved on December 15, 2021. 2 { � i' 1 i. '• k. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, , , . ► and these presents to be subscribed by a majority of the said Board as of the 15th day of December,2021. t co yit t- atu,...i•.svcZ'•w�l.�'.i�S�v�r"y.',S r;'?�X:}3 uYt�.c:f:�,SFF.•�zsa'.�i.. �.-:�,n..:"�;'iflsxv:.v'si::3:c�lev;X•?�:�^,TC:CS.•:us..f"rri'.`.u+w �'9e"t:�`:r�"•r,:'"'Ni.�Ti"..rs�nbf`;>'.w�::"?�•dvrw. +.:"`��'.It.':`:� �, is _.j °.' S'r ., .$�,*.1, e o�'. .:: .,� ti d+ - •i4.`•� rf�'`` '* .� �y$P�„'1:Y?. �+'. .� _ Glenn Goldsmith, President 'if S 0 Town Hall Annex N 0 54375 Route 25 A. Nicholas Krupski,Vice President 11C1_!5 P.O. Box 1179 Eric Sepenoski 4 Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-.6641 e0UN11, E E E BOARD OF TOWN TRUSTEES N. APR 3 0 202 4 TOWN OF SOUTHOLD L if�'Cff -Q'v1JR DATE OF INSPECTION: 311 INSPECTED BY: '&;6 XCh. 275 Ch. Ill INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1st day of construction 1/2 constructed Project complete, compliance inspection COMMENTS: OU uQ3 c 04 D DO 1`7—L cD CERTIFICATE OF COMPLIANCE: NEW YORK STATE DEPARTMENT OF I~:t`#VIFi'DNI ENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F;(631)444-0360 www.dec.ny.gov LETTER, OF NO JURISDICTION TIDAL. WETL.ANDIS ACT Mini Cedars LLC July 27, 2020 63•North 15t St New York, NY 11249 Re: Application #1-4738-00944/00004 Mini Cedars LLC Property, 905 Stephenson Road, Orient SCTM # 1000-17-1••2.2 Dear Applicant: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the property landward of the 12 foot elevation line, as shown on the survey prepared by Howard W.Young. L.S. dated 7/25/2020, is beyond Tidal Wetlands Act(Article 25)jurisdiction, The proposed project consisting of the construction of a new single family dwelling with roof stormwater runoff drywells, acc.6ssory structures, pervious driveway and sanitary system is located landward of the above. referenced elevation contour line in its entirety. Therefore. in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required for any project landward of this jurisdictional boundary. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance fo the ground surface or vegetation within Article 25 jurisdiction which may " result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i,e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. There is no application fee required for a Tidal Wetlands jurisdictional determination. The application fee check (Mini Cedars LLC: check# 128) has been voided. Please note that this letter does not rFllieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sin :ear ly, Susan Ackerman Regional Permit Administrator cc: Michael A. Kimack; E;MHP; file r�r. fra� . BUILDING DEPARTMENT-Electrical Inspector TOWN.OF SOUTHOLD. Town Hall Annex- 54375 Main Road - PO Box 1179. . Southold, New York 11971-0959 ` �4 Telephone (631) 765-1802 - FAX(631)-765-9502 r-ogerrba southoldtownnv aov ses nd aC�southoldtownnv aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All InformMon Required)° Date: 5— ) 1-- Z3 Company Name: �,. CeN�'1C� l� � ��I 1 �- Electrician's Name: License No.: ZI-'� Elec. email: W, 16f �s Ic,, e feC-t-ritAj Elec. Phone No: _ Z3 4. 6Z y P- 9I request an email copy ofF Certificate of Compliance Elec. Address.: j3 o vc 3 1 1 JOB SITE INFORMATION (All Information Required) Name: Y"u ) I , � s Address: )z 6 r � Cross Street: '�-i— Z� Phone No.: /- 6 - 4 Bldg.Permit#: L/2 6 2� email: "v �-- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearl�gt/� Ll.i►T�'� p t� N �i.✓ �/"7-c_.- - I L- � QP Ll `1' iLt Square Footage: can Circle All That Apply: Is 'ob read for inspection?: YES❑NO EqRough In Final Do you need a Temp Certificate?: YES❑NO issued On Temp Information: (Ali information required) Service Size❑1 Ph�3 Ph Size: A #Meters Old Meter# [_]Now Service Fire Reconnect[]Fiood Reconnect[Service ReconnectQUnderground[]Overhead Underground Laterals 1 H Frame Fj Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION MAY 1 1 riuuwaiauuuE?a c- PERMIT q Address: r _ Switches Outlets GFI's ' a + l Surface Sconces (g HH's UC pis ° per-,�`—P Fans I l �} Fridge HW I I G- Exhaust Oven W/D� �v " PL Smokes DW I Mini I .� Micro Generator v� _arbon (� y �v � CooktoV�v� Transfer " _ombo P aG AH Hood ry e 1 ,1 ps qHae e -pedal: S-'-g' ommentsaA ,z04 c c , � �! Y. BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD r Town Hall Annex-54375 Main Road - PO Box 1179 00 Southold, New York 11971-0959 4` ��;; ' Telephone (631) 765-1802 - FAX(631) 765-9502 r err sout o n o n o APP� LICATI FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (Ali ink matron Required) Date: S ) 1— 2,73 Company Name: a ,.z SIC t �- Electrician's Name: 4:-L License No.: 1,/7 Z 3 Elec. email: W ice,s K,, e-(ec-,- , A-1,u�,ca Elec. Phone No: _ z3 4. (Z 7 p ill request an email copy of Certificate of Compliance Elec. Address.: 13o 3 - JOB SITE INFORMATION (All information Required) Name: Y"u) I I 'i s Address: b )2-0 6 ,ri E, , Cross Street: Phone No.: /_ G - 2 BIdg.Perink#: �Z 26 s X email:�,4- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clears ) rw L L19 Lt s Square Footage: can Clrale All That Apply: Is job ready for Inspection?: YES❑NO EIRough in Final +ye-d VN Do you need a T®mp Certificate?: YES❑NO Issued On l5� FTomprmation: (AII Information required) rvice Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#rvice[]Fire Reconnect[QFlood Reconnect[Service ReconnectQUndergmund[]Overhead 1 Unde round Laterals 1 H Frame M Pole Work done on Service? Y rJN Additional Information: i� % PAYMENT DUE Mn A_LIC�ATIQ_N ` Ay 11 2W Tt twoltweK. 6 ,S'�r✓ 1 cam- cr�i Off+`C " ' 0 � � T01NV1101:RM1T4(ll f) Yea Gt0YOF U � 1 I •y� ed -Jz BUILDI 46 DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ` Mel. SI uthold, New York 11971-0959 . .. Telephone (631) 765-1802 - FAX (631) 765-9502 .{ rogerr0southc Idtownn . ov a seand southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information equired) Date: 6a 30. Company Name: �-- Name: License No.: 7 2-3 -im c- email: k1 j lee, j �, ��,a( � ��o , c Address: J? D , &A l S _,-L- - J /L i l/5--71 Phone No.: (o ! -Z- JOB SITE INFORMATION (All Information Req, fired) Name: yYl I i L L Address: `?'O S S--K.0 k V2() Cross Street: /VI A ,J , Phone No.: Bldg.Permit#: g email: ✓}- Tax Map District: 1000 Section: 1 "7 I Block: Lot: a BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y S NO Rough In Final Do you need a Temp Certificate?: NO Issued On J Temp Information: (All Information requir d) Service Siz 1 P 3 Ph Size: d a A #Meters Old Meter# New Service Fire Reconnect-Flood Reconnect-Service Reconnected Undergrou -Overhead #Underground Laterals , 2 ' ( H�FramePc le Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ,(�9 Request for inspection FormAs Q) �� J Bunch, Connie From: Mark Boeckman <mark@boeckmanconstruction.com> Sent: Wednesday, November 1, 2023 9:16 AM To: Bunch, Connie Subject: Mullins 905 Stephenson Rd Orient Please renew Building Permit#47654 C� m(Y�A /0 Thanks Mark ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 pF SO!/T�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �ycOUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 1, 2023 To Whom It May Concern: RE: Mini Cedars LLC 905 Stephensons Road Orient, New York 11957 Suffolk County Tax Map #1000-17.-1-2.2 Please be advised that Building Permit #47654, issued 4/7/2022, has been extended until 4/7/2024 for the above parcel. Best Regards, &Mrg P AA-n cli Connie Bunch Southold Town Building Dept. (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY r$A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY JNE5OR FOR ERECTION OF FENCES.(3)COPIES OF 711I5 SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO SEA VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF TiiE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N400 Ostrander Avenue, lverheod, New York IIa01 ` tel. 651.7 .2505 fax. 651,727,0144 -1/2' VENTILATION PIPE CHAMBER Volume al SCUM BAFFLE B (gal) ad' in®youngengfneerfng.com Sedimentation Chamber 278 '-10 © Anaerobic Filtration Chamber 278 � WELL � 4 � -10 -7 -o4 3 Aerobic Contact Filtration Chamber 127 ECIRCULATION Q Storage Chamber 63 e � AIR LIFT PUMP © Disinfection Chamber 4 �1 E HoWar W. Young, Land Surveyor Thomas G. Wol rt, Profossional® ISINFECTtON Total Volume 749 J Douglas E. Ada s, Professional Engineer CYLINDER (OPTIONAL) WE]L 4' INLET PI ' OUTLET PIPE SPECIFICATIONS ,� �� +� bert G. Tast, Architect p,� ® A Anaerobic Media PP/PE Filling Rate 32% � .(r3� 4'"0 � L:' © ! Board T e Aerobic Media PVC/PP/PE Filling Rate 16% +s.o9 ° /►�� Aerobic Media PP/PE Filling Rate 57% FFLUENT Blower 2.8 cf n o=� S WELL ® AIR LIFT PUMP Tank FRP P� Pam' 1 44 0 SITE DATA INLET BAFFLE '�' © Piping PVC/PP/PE © Access Covers Plastic/Cast iron �' co `c Disinfectant(Optional) Chlorine Tablets OF\tip �P 1 , `SSA° \ TOTAL AREA - 38,28 SF RECIRCULATION PIPE LOW BAFFLE _j /2' AIR INTAKE FLOW OPENING <TYP. (CLEANING OPENING) B �� / 1 fS�,\� � o \ *PLOTS REFER TO SUBDIVISION-"SURVEY OF TH CEDARS"FILED IN THE +13.02 ST OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JIJI Y 11,1906 AS FILE NO.421. FLAN VIEW 4' MANHOLE `_ * VERTICAL DATUM =NAVD(1988 18' MANHOLE <TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION oO^ 0 / t9.o `� ) CYLINDER (OPTIONAL) 0� ��n' / \ LOW OPENINGLID 1,_01r2' ❑ARD TYPE ,/+6.6iO 9J 88r CONTACT MEDIR CERTAIN AREA, Al 1 o - - \ + I 2 BUILDABLE AREA LANDWARD OF CEHA LINE =11,881 SQ.FT. I STRUCTURES LANDWARD OF CEHA LINE -2,211 SQ.FT. Q / 6.2s+ / 5.32+ l COAST L EROSION 1 I1.0 `b [G �� C �O ® / 'L PERCENT OF LOT COVERAGE LANDWARD OF CEH LINE =18.6/. 5'-5. © 5'-5' ECIRCULATION (� , ZARD LIN AS SCALED ; 'j A .<`F �Gl \ ACO� ASSEMBLY '9S` \' �f FROM RECO DED SURVEY 1 fir __ �� c '9tiF404 DISTURBED AREA SEAWARD OF CEHA LINE =1,758 SQ.FT 4'-4�' 4'-3 ' 4'-2 ' /�''/�/� / / / +8.99 - V� � / .5+\ 1 SU0 o` / \ rye SILT 10 78+ i �` r '�[ �y �FtiT / \ HEALTH DEPARTME T USE EROBIC MEDIA 6'7' �l�• / \ 7 I� FENCE 1 y? +�. 15.96 ERATION ASSEMBLY 0 ti�- � + / SECTION A-A VIEW SECTION B-B VIEW \ 4 \'� °F sF A� / �o�� / ; �°��s ------------- rn• . S \O t 1 e.��l 4' +7.53 / FZZ - e'; i:'s .-'siV'�; "``;•�,' 1 / 0 4.97 ' \ / / ti CEN-5 MFG. BY FUJICLEAN USA TEST HOLE 1 TEST HOLE 2 .- s / 1 �� +,2.69 s t p Q O 4` Q !O \ aa.aA ATf:«�+9�rT ��A R„ NTS BY McDONAI.D 6EOSGIENGE BY MGDONALD 6E05GIL�E / / // // � �� .� \/ / S � Jh•� ?O A7 DATE: 10/15/9M 5.4Opm DATE. 08/04/Ib f , ZE3 J r:zaLce;c , �.• 'q� / / / �� +17.t Q�tQ Ax, 0 6� �G� ��• SG .... „., ..._. '.' � ,.ro // //1 ifs/ Q� / 4V \ ,v EL=6,5 O.O' E1=15.8 0.O' y _ _ DARK BROWN DARK BRAWN LOAM LOAM(OL) \ / / 21.68 8' \�� \S 0.5' 1.0' \ // ^�,2� - ' 21.63 y �-_ a �' �s fi� +� 1 ^�+ Chi I� 13RONW 511LTY SADNY SIPALE LT - �//// .-2 D� �` ' /hv> �..r� roe >l Y7 a' 9 )'s! I N13"P AE C Y I O N < Q U I R E ' I5' 10.0' -24-' 74 av^v 7 E��"f T 9 BROWN \ / \�A c 4 *L�.`-Li'�5 1 AR h'F 'a 3 t Pq CONTROL PANEL MOUNTED ' NOTE: ALL CONDUITS r ��LS� CLAYEY 5ANI7 \ i< 26 6e -- \ / �S' tSG) 23.99 S -�"'� r' ' + N 4"x4" PRESSURE • BETWEEN PANEL AND \ + 27.44 \ F,p� R 2. 7 l t'/YT \ 'V!\ Q/ `pz# Y H e Z.A L:� H D C P �t ��' 'y N 1 TREATED WOOD POTS TREATMENT TANK MUST BE 2S' 6W eL=4.4 11.4 �/ �� \ � � f � I1 j3 pF\ ALARM/CONTROL LEAKAGE INTO PANEL. Bf20WN P(ATttx Ix \ �,c �l�c S 22.07 \ OC)b PANEL MDL 1041g72 AIR BLOWER SANDY CLAY BROWW , [ G _t •01 9 \ CONTROLLER "A" CLAYEY ' -� . Q �. ` �/ A � 6g WELL MFG BY SJE: RHOMBUS FOR WIFI GOVIMUNIGATION SAND(sGl 4 \ PROPOSED LOC. OF t O�� -'� , �R 1 SC^ O INSULATED WEATHER 6W ELm0.1 6.4' t• ;../ \ 2 STORY HOUSE F4 OSF O DEVICE; �' _ - - - SANDY-CLAY _ , -, + '9 / _RE515TANT BLOWER (GU i 24.57 - ENGLOSURE USE ALARM/64NTROL AATER IN `Z 1 �, PANEL MDL#1045040 812OWN 41A, \ SINGLE FAMILY SF� CONTROLLER "G" MFG BY 5ANDY CLAY )� j \ RESIDENCE -; �' + o ' �-�, . / SJE RHOMBUS \\: � (4 BEDROOMS) C'�. / \ 2 .90 C�v ZINC�'�'�O��TI>"ICATIOtiT ��4[ rF��®. ab.o' B ovM INN �( � FFEL--24.00 r.� � SoUSMIT P.E. Or, R.A. CG►RTIFICAT[ N Z WATER IN +23.37 1t g BROWN To ANE> \ EXISTING WELL oW ~ ' i/ FOR IRIS`I"A LA'I'm AND CONSTIRL TION 01:o AIR LINE TO MWIUM TO CO IJ OSPREY NEST > O� �� / > .� O� FUJICLEAN OiNTS sArrD {j '\ SOLAR ON POLE I4' O / 46.0' s10' PANELS WS-- . 1F®n FINAL IBC pr-=AL. --I r FIN. GRADE ELECTRIC JL SUPPLY ' TO BLOWER ENGINEERS CERTIF CATION ELECTRICAL./ TO FUJICLEAN � �\ 1� � ^ �� fi� ' � � / � "I HEREBY CERTIFY THAT THE WATER SUPPLY(S), ND/OR SEWAGE DISPOSAL 'v?nte'L.in a I.M a / SYSTEM(S)FOR THIS PROJECT WERE DESIGNED'; Y ME O OWTS SPLICE BOX { �� x ��^� .��^s��"' i�;.,..�.�.ws� ��`f„i�� / DIRECTION.BASED UPON A CAREFUL AND THOR UG -'-` CONTROL PANEL 4 £3LOYC METER y �1 °'{ C� ,r.,• ' ?. E ' �� sa SITE AND GROUNDWATER CONDITIONS,ALL Ld 5 INCOMING SERVICE i ' „�-.,� . 's� i'cy }. ;..._ ;f ^_�,:�....,. SCALE: NT5 - `� " lis�ry��-"=�i" yy , •u -- • -f,+a��-• ..v�,, t / / TO THE SUFFOLK COUNTY DEPARTMENT OF HEAP R G� �3 ' I'LN 4v"1�.r•w•�i."iF /r:o.,.+R�w.•o i�F y �. A 0 " CO 1 / J / STANDA 5 IN EFFECT A OF THIS DATE, DEDICATED , T AO O DW ,� h' 15 AMP BREAKER �, 1CC s.,..f � A r-- O 11 � 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY + MAIN #12-2 AW6 WITH GNP IN I" PVC CONDUIT ' ` TErl.aiilAND�r ��-Lf �� a9` / �O ' 01 C� 3 SERVICE �; �+L r 1 \ _ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n c� &0 8 9 a PANEL ' �d � � v �F es'sus / / 1 THOMAS C.WOLPERT,N.Y.S.P.E.NO. �Aq�C . .... - DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 FSS��j s I �� l / C.O� Q0 0 HARDWIRE �� ' c00, SURVEYOR'S CERTI CATION r ' ` *WE HEREBY CERTIFY TO ".1 O H N M U L I N S Sc C A R R I E M U L L 1 N S THAT THIS SURVEY WAS PRE RED I CORDAN - °' SWEET AIR VENT GAP MFG BY TUF-TITS { / sT THE CODE OF PRACTICE FOR LAND SURVEYS AD(PTE Y MC') Nl;V1�y0 K r(3' MIN FROM ANY DOOR OR WINDOW) IJ \ STATE ASSOCIATION OF PROFESSIONAL LAND'5 �1QRR$� 2 STORY GROUND SJE RHOMBUS AIR BLOWER FRAME HOUSE -T CONTROL (4 BEDROOMS) 00 Z_ PANEL �''� J`J EXISTING + O t., FFEL=24.00 SANITARY C / SYSTEM EL=23.0 ELECTRICAL ONE-LINE DIAGRAM 3 RETAINING WALL Y HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 10' (NOT CONTAINING SEWAGE) SITE PLAN SURVEY Fo 33' S' �' °° JOHN MULLINS & ca RIE MULLINS 4" PYG +>� 4" PVC, � 4" PVC ® SCALE: 1" =30' E 2.00% MIN. 1.0090 MIN. 1.00% MIN. 9 at Orient, Town of outhold r HEAVY DUTY RI5ER5 4 COVERS FEB 1 12022 f LOOKING CAST WITH SAFETY LIDS 51 IRON GOVrR MFG BY TUF-TITE OR BUILDINGpEpT Suff0olk County, N w York r LOWER LEVEL EL=1bS RIM=16.Q t APPROVED EQUAL TOWN OFSOUTpl'5Lt) 6VILDING PER SURVEY Cr FFEL=14.00 ( RIM=14.7 ° SANITARY DESIGN DATA County Tax Map District 1000 Section 7 Block 01 Lot 2.2 ��LINE _ � EL=14.0 NOTES < COVER I. THE OWTS SHALL BE MODEL GEN-5 MAhILFAGTURED BY FWIG1,EAr( AIRBLOWER , O "` DATUM = NAVD Ig88 IE=11.gb * DEPTH TO GROUNDWATER = 6 FT gyp`' MAP PREPARED AUG.26,2021 IE=IIB0 IE=11.20 �3" VENT IE=lO.gB �' HIGHEST EXPECTED GROUND WATER ELEVATION = 5.0 2. THE DESIGN ENGINEER, FUJICLEAN USA REPRESENTATIVE AND Record HOLE IE-IO.gO 5CDH5 REPRESENTATIVES 5HALL OB5ERVE THE INSTALLATION OF Record of Revi IOnS IE-II 15 '" NUMBER OF BEDROOMS (DESIGN EQUIVALENT) = 4 REVISION CONNECT 3 PVC 4,O THE OWTS AND LEACHING SYSTEM. APPROVAL FROM ALL THREE DATE VENT LINE TO VENT LG1 * MINIMUM REQUIRED I/A OWT5 CAPACITY = 440 GAL PRIOR TO BAGKFILL. SCDHS NOIA#2 OCT,20 2021 HOLE IN OWST PROVIDE POURED SEE DETAIL FOR * PROVIDED I/A OWT5 CAPACITY = 500 GAL BLDG.PERMIT DATA NOV.29 2021 CONCRETE INVERT OWT5 COMPONENTS 5. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRI~GT PROVIDE GLEAN OUT AT '� LEACHING SYSTEM REQUIRED = 300 SFSWA SUPERVISION OF A FUJICLEAN USA REPRESENTATIVE. FACE OF BUILDING 4' PIA. CONGRE7z- MANHOLE BOT=7.40 * LEACHING GALLEYS PROVIDED = Ol8 5F5WA 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT 500 GAL. I/A OWTS �"- ---8.5 --� BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MDL. GEN-5 MFG. BY FUJICLEAN USA SANITARY LEACHING (') Z MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF N GALLEY HEALTH SERVICES (50DH5) PRIOR TO APPROVAL OF THE I/A OATS m 1 REGISTRATION BY THE 5GDH5 IN ACCORDANCE WITH ARTICLE Iq OF HIGHEST EXPECTED 6W EL=4.4 THE SUFFOLK COUNTY SANITARY GORE. i< HYDRAULIC PROFILE TOTAL of (3) LEACHING GALLEYS 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). Scale: AS SHOWN 518 5F5WA NTS JOB N0.2021-0058 DWG.2016_0179_1:ip 2 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY I5 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERLY L-NES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALLT C HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,6OVERNMENTAL A6ENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS NO M ELD OBSERVATIONS TO BE A VALID TRUE COPY.TA CERTIFICATION INDICATED (W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 651.127.2303 fax. 651.727.0144 odmin@90ungengineering.com .t1 Howard W. Young, Land Surveyor \ Thomas 0. YVolpert, Professional Engineer S Douglas E. Adams, Professional Engineer mu rrr Robert 0. Tast, Architect PROPOSED LOCATION OF - - —� - 2 STORY HOUSE SITE DATA (4 BEDROOMS) Z TOTAL AREA = 38,286 5F s QOy�� 7 *PLOTS REFER TO SUBDIVISION-"SURVEY OF THE CEDARS"FILED IN THE a OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 11,1906 AS FILE NO.421. * VERTICAL DATUM =NAVD(1988) now or formerly � *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM Susan 9 Magrino Dunning 0� FLOOD INSURANCE RATE MAP PANEL N0.3610300064 H LAST DATED I lT SEPT.25,2009. 53°03'36 10 P �G CERTAIN AREAS "E 5 5� z �`P tiZ p uuufd�mmn I �G \ , ^ 270'70 0\'CEO '\ O l9 0- * BUILDABLE AREA LANDWARD OF CEHA LINE =11,881 SQ.FT. � � ` � * STRUCTURES LANDWARD OF CEHA LINE =2,211 SQ.FT. 2 Icy OF �oF �� \ z rPa 7 * PERCENT OF LOT COVERAGE LANDWARD OF CEHA LINE =18.6% s o z 6\ I G0� 0! p�G5h�3 Gj�' ��. pa * DISTURBED AREA SEAWARD OF CEHA LINE = 1,758 SQ.FT. o e N Q° PP5 cQ t P� Q° w ° - - - - R°1��D I H 9Q Pti� N O'� now or formerly �' 559°54'56"E Lu Q� / Z . HEALTH DEPARTMENT USE Susan Magrino .� 1216' 0 I S50°41 5 °� — — — Dunning Q�. I 1 �0�� °�� ,� °� Z 15' WIDE EASEMENT Q ys ti�� 559054'56"E - - 1 8.44' Q°0 ��3 `��5� 15 WIDE EAS _ _ 1 ' O�P S� �� \ z O�O�OQ EMENT — — _ _ I o o R `Kc " °�oNInoS�o Nn�o.� I N53°03'36"W — _ JIM \ EASEMENT II I Q�O� �� A .' II I 5 \ 1 292.76' ��O1GQ 0b I` 0 L I _ _ now Or I 10. yI3 ti�� OC'(��'�\45� (fie' formerly cQ i� k �� . li� 11 �� — —— , \ 30 \ `Q or �o� PGentlemens Ridge oLLC QOFe KEY MAP � (spSCALE 1"=600' z 6O'00 z \\ Q P ccor��.��C x 92 OF Q I \ \ I ",5 o�� H1 2 \ \\ ��`' t P�S�E°� �p t�P �G�pP ��`"��l ^`b�� o�o� POD y�(S5ti OF '(V PPS / eve \ \r°\a\ z � - �Z°� GJ�e, Z Q \ \ oo �5 -14 _ fy 6 c�=% Q OP %\ vlc� \\ ENGINEER'S CERTIFICATION "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL SYSTEM(5)FOR OP�yQ C h \ DIRECTIONV'o .BASED IUPON A CAREFUL AND THOROUG�S PROJECT WERE DESIGNED BY E �uD ORVNoETHE�`OIL, SITE AND GROUNDWATER CONDITIONS,ALL LOTS 's YR6POSED;CONFORM ' ��' / FQRS��G��P °� rQ'� ) \ TO THE SUFFOLK COUNTY DEPARTMENT OF HEAL 'EkVrdES 66I STRUC'f2C7 OF Pp (o I \ \ STANDARDS IN EFFECT AS OF THIS DATE. /� „ 9� „ .� clP Op o °F / 3h lvs 5� I $o HOWARD W.YO ,N.Y.S.L.S.NO.45893n 1 PSy��`IEI 52��ti ��O9 I \ THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 \�^0FI_��\�`Z f DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 '--!i SURVEYOR'S CERTIFICATION hEP�P of 1 �aaby �CPZ Qvo �OF \ L. 7g35 p c P��v��t, o, \�, �,��b �� r O-(C, � � `` � � *WE HEREBY CERTIFY TO J O H N MULLINS a C A R R I E • 360 (�` Sr` Co c'Q' ZQ' r Q�' I M U L L I N S THAT THIS SURVEY WAS PREPARED I N� TH °� \,.��p�� \ \ THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTE*Y CA'EWWORK �O�a STATE ASSOCIATION OF PROFESSIONAL LAND SU0EYbRS --- ktoc q. I C) AM HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 c1� r pC �I•Py°� ' SURVEY FO N96°3a R 0 JOHN MULLINS & CARRIE MULLINS �OLD el v S. at Orient, Town of Southold M'�rN 60 off' Suffolk County, New York N �e�\ia '�°��\o�`s' "`'�� I �� BUILDING PERMIT SURVEY 2 o County Tax Map District 1000 Section�°� 66� � �• 17 Block Ol Lot 2.2 o N55°30'00"yy 166.96'/ `'O MAP PREPARED AUG. 26,2021 Record of Revisions REVISION DATE SCDHS NOIA# 2 OCT 20,2021 BLDG.PERMIT DATA NOV.29,2021 ADDED DRAINAGE CALC&FEMA APR 05 2022 s r � f — J O m / 50 0 25 50 100 150 Scale: V = 50' JOB NO.2021-0058 DWG.2016_0179_bp 1 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO SEA VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. TEST HOLE 1 BY McDONALD 6EOSCIENCE 400 Ostrander Avenue, Riverhead, Neal York 114101 DATE: 10/18/89 5:40pm tel, 651.721.2505 fax. 651,727.0144 -1/2' VENTILATION PIPE CHAMBER Volume(gal) admin®youn gen ineerin g g .com SCUM BAFFLE B 1 Sedimentation Chamber 277f '-10 Q2 Anaerobic Filtration Chamber 278 DARK BROWN LOAM -l0 -7 -0 (3) Aerobic Contact Filtration Chamber 127 ECIRCULATION (J) Storage Chamber 63 oS' HOWard W. Young, Land Surveyor AIR LIFT PUMP Q Disinfection Chamber 4 BROWN SILTY WI E © DISINFECTION Total Volume 749 LOAM �9 n , �+ ) Domas G. Wolpert, Professional Engineer CYLINDER (OPTIONAL) O) a` WELL t ougla8 E. Adams, Professional Engineer Robert G. Tast, Architect 4' INLET PI ' OUTLET PIPE SPECIFICATIONS "'� � BROWN LOAMY 9 b / Q� d AN, 4 �A Anaerobic Media PP/PE Filling Rate 32% CLAYEY 5AN12 � o�N ' 4'-0 Board Type Aerobic Media PVC/PP/PE Filling Rate 16"/o yaP !� x © Aerobic Media PP/PE Filling Rate 57"/0 Blower 2.8 cfm BROWN O� �� / / S 0 FFL LIFT Tank FRP SANDY CLAY P�' PV 1J INLET BAFF � © AIR LIFT PUMP � !L I / ,� �:, © Piping PVC/PP/PE .� I / SITE DATA © Access Covers Plastic/Cast Iron 6W EL=O.I 6.4' ��4; 'ti ro Disinfectant(Optional) Chlorine Tablets YiATER IN '(QQ�b\�' PGA f ( \ SS3o \ TOTAL AREA = 38,286 5F RECIRCULATION PIPE LOW BAFFLE _J /2' AIR INTAKE BRO)NN FLOW OPENING (TYP. (CLEANING OPENING) B SANDY CLAY / �� / �,,o \ *PLOTS REFER TO SUBDIVISION-"SURVEY OF THE CEDARS"FILED IN THE PLAN VIEW A, c� 0P // I ��/ ST �` OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 11,1906 AS FILE NO.421. ,��, l \ f S gtis�l ,`°,� h� * VERTICAL DATUM =NAVD(1988) 4' MANHOLE WATER IN �' * BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM 18' MANHOLE <TYP 18' MANHOLE (TYP 24' MANHOLE (TYP DISINFECTION BROWN oO , / � � /F, J- �:'• ' CYLINDER (OPTIONAL) MEDIUM TO \ \ COARSE \ \ �� FLOOD INSURANCE RATE MAP PANEL NO.3610300064 H LAST DATED LOW OPENING LP �P// \ SEPT.25,2009. 1'-0 1'-2' DARD TYPE / / 1 1 \ \��\ 5,9 0i0. tr _ CONTACT MEDIA TEST HOLE 2 \ / / \ t S�rT sF� CERTAIN AREAS y ,y r _ BY McDONALD 6E05CIENCE DATE: 08/04/16 / ��1 •TS`, / 9� \ , \ .�` \ * BUILDABLE AREA LANDWARD OF CEHA LINE =11,881 SQ.FT. © EL=I5.8 O.O' / ��V V~fib \ // r l \I \Gd C � �0,i �C"•a / STRUCTURES LANDWARD OF CEHA LINE =2,211 SQ.FT. DARK BROWN COAST L EROSION 1 i111.0 b G� \\ C O� * PERCENT OF LOT COVERAGE LANDWARD OF CEHA LINE =18.6% © LOAM k, 6, \ 1 4ZARD LIN AS SCALED 'j A �� `G c0 FR 5'-5' 5'-5' ECIRCULATION �� J /' F I p ti DISTURBED AREA SEAWARD OF CEHA LINE = 1,758 SQ.FT. ASSEMBLY ) < �S`A'\ ) FROM RECO DED SURVEY/ f # 9iy a'-a 02 1.01 \ O� "'"/ / I I _ - O o co c Fl 0� 4'-3 4'-2 / s L PALE BROWN \ti / \ / \SANNI SILT ti t, w HEALTH DEPARTMENT USE O © (MI-) \ / SRO , -< Ty 1 SILT 1 � 1 z`iQJ q� / \ 10.0' �. ou:n al n EROBIC MEDIA BROW \ // 3u�G+,, t0� FENCE 1 1 7h,,6? CLAYEY)AND \ / ~ / r`s71 I A\1 / < / �� CO_ : ERATION ASSEMBLY \ \ 9!��, �Op 6W EL=4.4 11.4 \ 1 k.. �\ A�C��' SECTION A-A VIEW SECTION B-B VIEW B o pIN \ j \'� °F �A'\ / . ��oP� z I\ 1 \ SAND(5C) a \ // AR I\ /) �r� A // / h SANDY LAY \ / Op0 \/ / y�y / / / 20 41.0' CEN-5 MFG. BY FUJICLEAN USA TO MEDIUM , / /� NTS s O�� P�' ._ // // /,o / \ �� s / � \ I .. �/ oQ�oyaP '� NOTE: ALL CONDUITS CONTROL PANEL MOUNTED ;- / F� N 4"x4" PRESSURE BETWEEN PANEL AND / / -- \ 8 k� TREATMENT TANK MUST BE / 1 1 \ �� TREATED WOOD POSTS \ / ,2� ALARM/CONTROL SEALED TO PREVENT GAS DRA I NAGS DF-51 GN CRITERIA / _-- _ J o t" j5,\ we/%h PANEL h1DL#1041Q'72 LEAKAGE INTO PANEL. \:f / / „^ „ 9� � CONTROLLER "A" AIR BLOWER 4 OALOULATIONS ;- / h°` 1 ,,N, hl� MFG BY 5JE RHOMBUS INSULATED WEATHER FOR WIFI COMMUNICATION \ / \ v /, -24--\ �^ 92,6, i OFF :� Fk ��_,. ,,' O ESISTANT BLOWER (ALARM/CONTROL V = R G W k _ 0, w / \ ENCLOSURE USE # A = AREA OF TRIBUTARY (S.F.) / \ tL w // /_- \\ S� __ ono / / \ �SF,y\ ��°' PANEL MDL 1045040 �\ { 5OE RHOMBUS"C" MFG BY R = COEFFICIENT ENTLL TOF RUNOFF \ �/ / . . O \ \ lcF�� `�� I I 1 j WELL ! O N Fly F `> `'0 F1'L .. z ; R.D. #I \. \ N �,c 1 E S�� C�°9\' re. REQUIRED \\ \ `EGA '� A -_ F'QS 6g WELL zx ' PROPOSED LOC. OF OAF 'PO " M AIR LINE TO ROOF = 1,121 SF X 2/12 X 1.0 = IS•7 OF .ap FUJICLEAN OWTS 2 STORY HOUSE S F _ 1 FR Fa i 8' MIA. DRYWELL WITH A CAPACITY OF 42.24 CF/VF �„ �\ \: SINGLE FAMILY FIN. 6RADE 157 OF / 42.24 CF/VF = 4.4 VF REQUIRED - f-' RESIDENCE ELECTRIC SUPPLY PROVIDED _ 1\\ \ (4 BEDROOMS) cF I TO BLOWER ELEC RICAL USE (1) - 8' DIA. X 5' DEEP DRYWELL - 211 OF "� FFEL=24.00 SUPPLY TO FUJICLEAN OWT5 SPLICE BOX EXISTING WELL 0 OSPREY NEST I C, R.D.Dr \ � Dw REQUIRED \ \ ON POLE O�44 CONTROL PANEL 4 BLOYVER SOLAR pq 10 50ALE: NT5 ROOF = I,OQ5 5F X 2/12 X 1.0 = 162 OF \ NELS -WS-- 8' DIA. DRYWELL WITH A CAPACITY OF 42.24 OF/VF 152 OF / 42.24 CF/VF = 4.3 VF REQUIRED A`\ ' __ _ __-- -- ENGINEER'S CERTIFICATION PROVIDED "I HEREBY CERTIFY THAT THE WATER SVPPLY(S)AND/OR SEWAGE DISPOSAL USE (1) - 8' DIA. X 5' DEEP DRYWELL = 211 OF \, \ _ _ / SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME O �E"Y,,„ DIRECTION.BASED UPON A CAREFUL AND THOROUG TUDY;bF1'tHE;SQ'1�, SITE AND GROUNDWATER CONDITIONS,ALL LOTS ' •PROPOSED;,CONFORA� REQUIRED ' I TO THE SUFFOLK COUNTY DEPARTMENT OF HEAL SERVICES CONSTRUCTION `f � J(I / STANDARDS IN EFFECT A OF THIS DATE." /` o PERVIOUS DRIVEWAY = 1,258 SF X 2/12 X 0.6 = 126 OF / ,` /1` 1 p p ow Lj 8' DIA. DRYWELL WITH A CAPACITY OF 42.24 CF/VF METER L� ti 126 OF / 42.24 OF/VF = 2.G1 VF REQUIRED 00 INCOMIN6 SERVICE PROVIDED j , USE (U - 8' DIA. X 4' DEEP DRYWELL = 169 OF I //, 00 I HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n � �� "0 r 9•. THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 �'�'>,r_ 5 AMP BREAKER s' / I DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 `-- / 00, RO O 120V AG, 10, 60HZ, I5 AMP POWER SUPPLY b ' cp SURVEYOR'S CERTIFICATION S #12-2 AW6 WITH 6ND IN I PVG CONDUITMAIN 1 pC/ SERVICE ` *WE HEREBY CERTIFY TO �J O H N MULLINS & ,C A R R I E SWEET AIR VENT GAP MFG BY TUF-TITE PANEL 1 1`: ' rc / M U L L I N S THAT THIS SURVEY WAS PREPARED IN AGCORDANCE�WITH 0 \ THE CODE of PRACTICE FOR LAND SURVEYS ADOPTS Y THE NEW YORK ,, (5' MIN FROM ANY DOOR OR WINDOW) 11 ' / / sT STATE ASSOCIATION OF PROFESSIONAL LAND SU VEYORS.`- o t m 2 STORY HARDWIRE FRAME HOUSE (4 BEDROOMS) Z t i FFEL=24.00 I I SANITARY � EL=23.0 _ \ SYSTEM c GROUND 5JE RHOMBUS AIR BLOWER - EL=22.0 CONTROL \ - - HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 RETAINING WALL PANEL 1 O \ 10' (NOT CONTAINING SEWAGE) l ELECTRICAL ONE-LINE DIA65RAM \ \. p. \ SURVEY FOR SITE PLAN 4"3PVG ® 4" PVG ® 4" PVG @ SCALE; 1" = 30' JOHN MULLINS & CARRIE MULLINS 2.00% MIN. 1.00% MIN. 1.00% MIN. at Orient, Town of Southold E HEAVY DUTY LOCKING CAST W11TH SAS TY1LIDS 5' IRON COVER Suf fo k County, New York N MFG BY TUF-TITS OR N LOWER i�L EL=16.5 RIM=1b.0 I APPROVED EQUAL QUILDING PERMIT SURVEY _-.._. RIM=14.7 NOTES EL=14.0 SANITARY DESIGN DATA coon Tax Ma District 1000 Section `_ o"iggw ,„" oy County P 17 Block 01 Lot 2.2 GONG. COVER I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJICLEAN AIR LINE TO� 1 0 DATUM = NAVD Ig88 a BLOWER * DEPTH TO GROUNDWATER = 6 FT USA. MAP PREPARED AUG. 26,2021 - IE=11.30 IE=11 20 �3" VENT "` HIGHEST EXPECTED GROUND WATER ELEVATION = 5.0 2. THE DESIGN ENGINEER, FUJICLEAN USA REPRESENTATIVE, AND Record of Revisions IE=10.c18 IE=IOAO SGDHS REPRESENTATIVES SHALL 055ERVE THE INSTALLATION OF HOLE * NUMBER OF BEDROOMS (DESIGN EQUIVALENT) = 4 THE OWTS AND LEAGHIN6 SYSTEM. APPROVAL FROM ALL THREE REVISION pq� CONNECT 5" PVG 4.0' MINIMUM REQUIRED I/A OWT5 CAPACITY = 440 GAL SCDHS NOIA�f#2 VENT LINE TO VENT IE=11.15 LG1 PRIOR TO BAGKFILL. OCT. 20 2021 HOLE IN ONST PROVIDE POURED SEE DETAIL FOR PROVIDED I/A OWT5 CAPACITY = 50C GAL ABLDG.E PERMIT DATANOV.29 2021 CONCRETE INVERT OWT5 COMPONENTS 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT ADDED DRAINAGE CAL(&FEMA APR.05 2022 PROVIDE GLEAN OUT AT LEAGHIN6 SYSTEM REQUIRED = 300 SFSWA SUPERVISION OF A FUJICLEAN USA REPRESENTATIVE. FACE OF BUILDING 4' DIA. CONCRETE MANHOLE BOT=-I.40 " LEAGHIN6 GALLEYS PROVIDED = 515 SFSWA s 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT 500 GAL. I/A OWTS 8.5 BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER El \x S MDL. GEN-5 MFG. BY FUJICLEAN USA SANITARY LEAGHIN6 (') Z MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF GALLEY HEALTH SERVICES (SGDH5) PRIOR TO APPROVAL OF THE I/A OWT5 m REGISTRATION BY THE SGDHS IN ACCORDANCE WITH ARTICLE Ici OF H16HE57 EXPECTED 6W EL=4.4 THE SUFFOLK COUNTY SANITARY CODE. HYDRAULIC PROFILE TOTAL OF (5) LEAGHIN6 GALLEYS 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). Scale: AS SHOWN ^ 518 51`5104A JOB N0.2021-0058 NTS DWG.2016_0179_bp 2 OF 2 IDu+..�nimbaew�wairw�'rrns�ouroFw�wlo�x.�wore.srXe+wo.��amw wTs".X'w;,imm�s n�ilFmw.�,,.`,"•coi`e1.sr:�.:.'Iw�yr.ros slwX++a�..�F;,wD�t oirowo�",�':urXl�s��A,��XFI�.oD,X�our'.�Ow�"aF.n.TO PF useoroesT.uxslwn,ru�PswaoaccrtauaFmlasmmrlPsanas a.rn•.wuorXFumM.uetue sMrevansnuo sFume.+en esFMsuuwor R'mrmoauaroXF.Ywmmemw llea*muTmuxwv...Be Dw.a•s ol„4r«Ar.«,«wessnvl.slrrrr r.w.slsnaassroasl�l s�Dw,IRwI«,A«I Awarrelno.smv.nau.wal wT.DerAn,En arw.Dmu 400 Ostrander A—,R—head,New York 119ol tel.631.13 Z303 Io..631 MTA144 admMy.•,�n�gon jY,eerN9Lpn ��••(( .�, Olilt�4�t�Oltlt� ZV Howard rl YRLwy,LonO 9wveyor 11 ThpnOe C.VblPert,Proloselawl En9lroor Dadglw E.Adn ,Froleeel000l Engveer 0.Taet,ArcFltect 01 rc °� SITE DATA d � TOTAL AREA=38,286 SF now or formerly OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 11,1906 AS FILE NO.421. \ i w •VERTICAL DATUM • •BASE FLOOD ELEVATIONS BOU OARY LINES SMOWN AS SCALED FROM(1988) Susan Magrino Dunning \ FLOOD INSURANCE RATE MAP PANEL NO.36103CYX4 H LAST DATED \ tr SEPT.25.2009 553'03'36'E Z IF CERTAIN AREAS 270,70 UILDABLE AMA ^ _ „]se,r• .I ' pO y `' _..1Nh�a '\ U) e 4�P` $N `SS LANDWARD TRR CUCTURES LAN W RD OF CEH LINE e.2,211 SQ.FT. D yP� h R �OtP't'8�O ` \` < �d PERCENTOFLOTCOVERASELANDWARDoFCEHALIW .18.6% "°a• 'S°�Q�T� \1 N StFQ �f° •DISTURBED AREA SEAWARD OF CEHA LINE .1,158 SQ FT. q _ O g 5 �ptE a now or formerl 466ss9°5o.56.E t~e y y;^ o Susan Magrimp.K{f. 1216' / p HEALTH DEPARTMENT USE Dunning Z S30°4I SrE� 15'WIDEEASEMENT 'Wpt O �dT6 V �__nnS� O 559'54'WE ]Ba' Q <�ry1S�t'r" CVW Z CTL I5'WIDE EASEMENT — I$g , I 4 r-ONS� `\\ 4 P�, N53b3'36 W _ _ _JIN n EASEMENT ¢t� e now or —— S' ott' c5 b formerly 1'sF 4» `��,8 of��o\'Cic ° ----, 6enilemensRidge,LLC _-- opa°F I \\ I \» D h�F�Y. 5l i� 'SOO D t4n E Fp5 'I� I(' 11'�ri p \� G of o �°/ KEY MAP SCALE'M600' 1 JUL F \ Q J _eBUILDING DEF 1 aEC �-� °U' EstiO�so�as �3 a<��ptSt' eNNshofyh"so s�OF �arR +/ /,°,R\ �o� op �a09 �°\d o�l` \�t Ro ENGINEER'S CERTIFICATION et\�I 'I HEREBY CERTIFY THAT THE WATER 5UPPLY(5)ANO/OR 5EWA&E DISPOSAL FhpOP Y 4at�t\��O<R"" \`\ SYSTEM(5)FOR THIS PROSER WERE DESIGNED BY ME OR UNDERMY.. ° D DIRECTION BASED UPON A CAREFUL AND THOROUGH STUDY OF THE 5 S� a �°N �Ny .\ 5��6 , I ` ` `X\ SITE AND GROUNDWATERCONDITIONS,ALL LOTS/A5PROPOSED,CONFORMI t"_ O ' � N TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CONSTRUCRON ,SON d' �ye�OROF OEµ \\\ STANDARDS IN EFFECT AS OF THIS DATE.' ) j)t 1 ` ` ``��\ r3�L{ _•J�Fy,.�,O" ��//gyp F�0.Y V`� _rV� `� 0 Ck HOWARD W.�pr ZOS I `T\ THOMAS C.YOU NYS PE N046/193. B3 \\ DOUGLAS E.ADA",N YS.P.E.NO.e0891 1 �r ti I f45F I II 'o, ,p ��,t / � I ',\ SURVEYOR'S CERTIFICATION - L'535 36o Q901 NE at k0 6�PY 2t'� Q�'ptG ~ ` � MULLINS THAT THIS SURVEY WAS PREPA EDw ACL'oFDAf�E 1YITPl '\ \_ `r�° I IA �•V0+" 11 \,. OtV� \v THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK 6 •�J�' I I T' t�et\t•I.SDtd \`\` `` \ STATEA5SOCIATIONOFPROFE55IONALLANDSU0VEYORS. JI' {Dt A\" s1t(0 I 6 r. p `\\ NOWARDW YOVNG.N.Y S.LS.N0.15993 � 141 SURVEY FOR ( otrot °9b aN JOHN MULLINS &CARRIE MULLINS k Orb 41,gr I �o'P�S S'St�dr9 at Orient,Town of Southold �e<Na WO Suffolk County,New York a �D<4�te\Oto� 2y FOUNDATION LOCATION SURVEY AQ�jpL. CD m y Tw Mm D-11 1000 -- 17 ea 01 Lx 2.2 FeXhD'a*w �o" FIELD SURVEY COMPLETED PAY 0 M2 N MAP PREPARED TULY 12,2022 M.P. BPS Record of Revisions REVISION DATE I I 50 a 25 8U 100 150 IScale:1'= 50' 308 NO.2021-0058 DW6 2016 013n_LandofionJsr ]QF 2 muMu,xw>gDu w°tiiw1°uoM°Nvro;wiv�Ps°"av iouww'wM.�ls�"v�ssA�*41.'oco.�uow'wns�vm.�i.F nwit'rov. uw.ilD`.v.�.uA.nuuoRus�DUF�wa.m,v�au'..19vro�,os,�,.F�.ss��orv,�v�I�.uA,.50,cFM.s,`.,v"sMOaw�aFursws�e wpm.F,+u'�'�r�"vo.`oo,nM;t°0u�n,�a�u'saw.`wa"#'a�,mn,.�oA;tos01ist�«:.Miou�wAwa�isw'wi.�v�s'r.uvstsnaa�ss oaMsiais`�Dwrr�i�For�,"".M ico,'s.manoDaa n.F�vwwwor a:�`@D F�mw o.wts'�s""'LD N400 Ostrander AY.wro,RN—head,Now York 11401 tel.651.T3'1�9p9 tax.631 T1i0144 adw.r.yowgerg.reerKg�arn o>,tttg e#t�ouizg { Howard YL Young,Land Mveyor W 6,Y'1� Tamw G.Wolper;,hofae�lwiol Engheer Douglas E.Adams,FYofeeebnal 6r9iro / \\ Robert G.Taet,ArahU,t / / D S / SITE.rATA / TOTAL AREA=38,286 5F •FLITS REFER TO SUBDIVISION SURVEY OF THE CEDARS'FILED THE/ 0 OFFICE OF T/E CLERK OF Sl1FFOLK COUNTY ON IDLY 11,1906 AS FILE NO.121. ,�'/ •VERTICAL DATUM =NAVD(1988) �R+° �� `\ •BASE FLOOD ELEVATTaNS BOUNDARY IINES SHOWN AS SCALED FROM wEt1 FLOOD IN5URANCE RATE MAP PANEL NO.36/030006/H LAST DATED 0 SEPT.25.2009. JUL 7Y � / / a v 1 ,t• (, ••��// C�4 4 e6 l�o ,/ \\ Vv� ��ll ��A/ GUi DIi;GGEftF TOWN OFS)OU \ � \ u 3 9• �1 x m 0s"16 ENGINEER'S CERTIFICATION \ \\ Y 'I HEREBY CERTIFY THAT THE WATER SUPPLY(5)ANO/OR SEWAGE DISPOSAL SYSTEM(5) THI5 PROTECT WERE FOR DESIGNED BY ME OR-UKI6EkMY� \ I DIRECTION.BASED UPON A CAREFUL AND THOROUGH SSUDY OF THE S / SITE AND GROUNDWATER CONDITIONS,ALL LOTS„AS PROPOSED.CONFORMM \ O OSPREY NEST I Dw �1r // TO THE SUFFOLK COUNTY DEPARTMENT Cf HEAL SERVICES LONSTIIUCTION SOLAR p P(xE 10 Oy O� / STANDARDS IN EFFECT AS OF THIS DATE' \ \ AhgS �-•-ws- i ry�g HOWARD W YOUNG,N Y 5 LS.NO 45893n THOMAS C WOLPERT,N Y 5 PE NO.6I183 DOl16LAs E ADAMS,N.Y.5 P E NO W897 \\ 1 1 SURVEYOR'S CERTIFICATION 1 / A1dT Dw/ •WEHEREBYCERnFYTOJOHN MULLINS&CARRIE MULLINS TAT THIS SURVEY WA5 PREPARED INACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED'BY THE NEW YORK'\ STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS \ 1 1 ) 1 HOWARD W YOUNG,N.YS.LS.NO.15093 \\ / I D 11 \ I I \ JOHN MULLINS A CARRIE MULLINS \ IP \ at Orient,Town of Southold Suffolk County,New York FOUNDATION LOCATION SURVEY 3 SITE PLAN a-Y T.Map 0.stnct t000 -,.- 17 BI,4,01 L. 2.2 SCALE:'=30' FIELD SMVEY COMPLETED JULY 05,2022 MAP PREPARED JULY 12,2022 Record of Revisions REVISION DATE E3 S E Scale:AS SHOWN JOB NO 2021-0059 0 WG.2036_0179_tasrlotioAJaa 2 OF 2 03 19 W a > 'w � v , ' oZ � a m a r C7 N p : o � / � o� Q my ` A mz yap i' 3 0 w spy CpNc S), 32 Of opy A O, 11 y ti .,�V oa , o .. . �, � S9 3 _ �o S T SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED (1)UNAUTHORIZED ALTERATION OR ADDITION O THIS S VEY HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CE55POOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIdf01 tel. 631.72-T.2303 fax. (531.121.0144 o , / "<, "•, admin®youngengineering.aom ,r '� $ ' 's 1., ) Howard W. Youn Land 5urve or Thomas 0. Wolpert, Professional Engineer q1 Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor 4/26/24 Io R-20-1134 SITE DATA µt g."_".ro K,a*= t^,, rp.s,µ•.'-y I 'r`R'm 'j �K^'"'' c p;'q$,�q«,. ,.^�,$ m q;'a' '^w/"'•°" 'gown �„' °^' I e,€°"w'v^a ,.h tf... .k I-.d"'� «r'.."3�.I€ ';;: ib, �.4.;w�_. ro;,,'S .. .,.¢ '': a l,A A Y'� »+ "'" "`i, F t 6 '*„rRw" f,k. g. 1 s„�i,� ' �"` � � .� w #� �' °� �.; � AREA = 38,286 SQ. FT. in S r a ( (* j f�` ? , '? Q *PLOTS REFER To SUBDIVISION "SURVEY OF THE CEDARS"FILED IN THE r a 11 c O� OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 906 AS FILE NO.421. 4 Z Op *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD INSURANCE RATE MAP PANEL NO.3610300064 H LAST DATED CJ \` \ -s t , ;1' , " p\ •` - y,qo SEPT.25,2009. now or formerly � �A I I t EIF E FI 1, , G 1.11 E CERTAIN AREAS Susan Ma �'�' grino Dunning l \ a>. ,. .Ite(,, •, � n9 r ' \ I�4" °" �i ^�� •"s�� •� � ;�" ,w > �� ' 9ti BUILDABLE AREA LANDWARD OF CEHA LINE =11,881 SQ.FT. STRUCTURES LANDWARD OF CEHA LINE =2,211 SQ.FT. PERCENT OF LOT COVERAGE LANDWARD OF CEHA LINE =18.6% S53003'36"E ' `\ U1 w 70 5 ��SC \, O ti o * DISTURBED AREA SEAWARD OF CEHA LINE =1,758 SQ.FT. C Olt -� ryas o HEALTH DEPARTMENT USE ,�o y,�ca�OF O�Q��oti� `'\ Z gin-+sw P R Q °j o N ; GOp� QOR QO o`Qy13 �`` -j 6 �OPO P h `--lot 1-4 0�� now or formerly �'' 559°54'56"E Z Qv _ Susan Magrino .�* 12.16' O DunningQv0 0. *' � So S , 0,#",N O F 5P on; 41 ______ O 'C 0 ^ S� 15' WIDE EASEMENT —-y l ' Qv 5 559054'56"E -- - 18.44' r Q�O hJ 0, O�Q ` °�O�OQ �OP� 3 4 N53 0 _ EASEMENT �i Q O� \ O f0 ba � 29 6 yGa.�o��e now or formerly ;a ° c —— � soh of o V � ——— ——_ Gentlemen Ridge, LLC \ ---- 4;Qo��,c °`� r°`�o�d°rRpP�Pe -- �� \ °°°><'c� Q�S�I -V�P9-3 KEY MAP -, O `� Gam° ��,0�pF� SCALE:P=600' �6 APR 3 0 2.024 o• \ wpm 4 Q P 00Fo.�.Fc�Cp�'OF , P,�O• �� SP` 4 � �o So / \ \ o G � qoh `k d d pP� ro � tio5: °� � o� OPP lot,Pti \� 29�(� IRV ,/ � \ Q- Po a { \ ♦ �z55� of \ \ J i�� \N /ay�� ENGINEER'S CERTIFICATION \ �, ' "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEW IS SAL O � Q\' �/ Pp5 ; ��p,'C�m°�`((� \ \ SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME PQ k° G, `� `� DIRECTION.BASED UPON A CAREFUL AND THOROUG �Y F01 6, SITE AND GROUNDWATER CONDITIONS,ALL LOTS - @� 7��/ QRS �LG�P�'�' �°`� r2�`5 \ \� \� TO THE SUFFOLK COUNTY DEPARTMENT OF HEAL S Ts�`g5 / 7 / 50F 0 � �Q lJoc9'� I ` STANDARDS IN EFFECT AS OF THIS DATE." cam , 1 OP�SQ5\C�° O�Opp ' �O'C& I \\ \` \ r o 60 8 1 �► HOWARD W. 5.L. . 4 93n 50 \,Q g y�O OF THOMAS C.WOL R N.Y.S.P.E.NO. �F�SSIMA d - P`'SJ9� ��S DOUGLAS E.ADAM Y.S.P.E.NO.80897 oF`'�PSa Q\0 I SURVEYOR'S CERTIFICATION �.L� FAS 11- ro > , C, \ *WE HEREBY CERTIFY TO J O H N MULLINS Sc A R R I E �. 7535 MFNr I I c��yc P��o gB° °�'�� 91�� ,�� v0 \~ \, M U L L I N S THAT THIS SURVEY WAS PREPARED RU TH -_ CF 36Q Q P r F'---�_��yG9 9 c� °'C (j�P' (fi CQ' rr Q \�` THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTF, Oy �0 °y�1 \V• °(� , STATE ASSOCIATION OF PROFESSIONAL LANDS $) Vv ?Y() �4- N ' t el -_ el i I �936 `t�P�V i / °C `� \` O \`� HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 `u`�r ..`� 'c;•:> el 001L 1,P`' ' C'�° ' 'C \ \ vo 10 t ! 1 �� SURVEY FOR �P �630,�„w01p JOHN MULLINS & CARRIE MULLINS Q at Orient, Town of Southold E M �6001 �- Suffolk County, New York TIC FDA 26�Z3, °\�- . ^ , vi ` (J I FINAL SURVEY dc ° stlI C '• ty p 17 Block 01 Lot 2.2 County Tax Ma District 1000 Section o 90 6� O FIELD SURVEY COMPLETED JULY 05,2022 S N55°3o'oa~yy _ ` MAP PREPARED JULY 12,2022 / 166.96' �1 Record of Revisions REVISION DATE FINAL_SURVFY nFC 13„p023 SM S NOTA#'(_ MAR 2A O 4 J I J I W m / 50 0 25 50 100 150 o / Scale: 1" - 50 JOB NO.2021-0058 DWG.2016_0179_fs 1 OF 2 r Generated by REScheck-Web Software Compliance Certificate Project Mullins Residence Energy Code: 2018 IECC Location: New York, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,657 ft2 Glazing Area 30% Climate Zone: 4 (5362 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 905 Stephensons Road Orient, NY 11957 'Compliance: Passes using ILIA trade-off Compliance: 18.9%Better Than Code Maximum UA: 682 Your UA: 553 Maximum SHGC: 0.40 Your SHGC: 0.28 The 06 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 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,056 0.0 49.0 0.020 0,026 21 27 Ceiling:Cathedral Ceiling 1,362 0.0 49.0 0.020 0.026 27 35 Wall:Wood Frame, 16"o.c. 3,622 0.0 20.0 0.041 0.060 103 151 Door: Glass Door(over 50%glazing) 70 0.280 0.320 20 22 SHGC:0.24 Window 2: Metal Frame w/Thermal Break SHGC:0.28 1,032 0.280 0.320 289 330 Floor:All-Wood joist/Truss 435 0.0 49.0 0.019 0.047 8 20 Basement Wall:Solid Concrete or Masonry Wall height: grade:8.0'Depth below grade: 1,640 0.0 13.0 0.052 0.059 85 97 Insulation depth: 8.0' Compliance Statement., The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory require ents listed In the REScheck Inspection Checklist. Name-Title 13 a F lF h4cH Q,-.rEon--rf /A)C, Signa r Date Project Title: Mullins Residence Report date: 03/14/22 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 51.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions &Re .ID 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the v ;building envelope.Thermal []Not Observable ; envelope represented on ❑Not Applicable construction documents. 103.1, :Construction drawings and ❑Complies !Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ❑Not Observable [PR3]1 ;lighting and mechanical systems. (4 :Systems serving multiple ❑Not Applicable :dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies !Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA () ;Manual J or other methods Cooling: Cooling: ;i]Not Observable }approved by the code official. Btu/hr ; Btu/hr �❑Not Applicable I ; ; Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mullins Residence Report date: 03/14/22 Data filename: Page 2 of 9 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1 ;,Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope assemblies [FO4]1 1 Insulation R-value.Where interior R_ R_ :[--]Does Not table for values. U :insulation is used,verification may need to occur during 1 ❑No> Observable Insulation Inspection.Not ; ;❑Not Applicable required in warm-humid locations ;In Climate Zone 3. ; 303.2 !Conditioned basement wall (❑Complies ; [FO5]1 I Insulation Installed per ❑Does Not U ;manufacturer's instructions. ❑Not Observable ; ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ft ;❑Complies ;See the Envelope Assemblies [FO6]1 Hnsulation depth of burial or T❑Does Not ;table for values. distance from top of wall. 00 ; ;❑Not Observable ; ❑Not Applicable 303.2.1 '�A protective covering is installed ❑Complies ; [F011]2 to protect exposed exterior ❑Does Not }Insulation and extends a J ❑Not Observable minimum of 6 in.below grade. ❑Not Applicable FO1 ;Snow-and iceled.melting system ❑Complies ;Exception:Requirement is [ O12]� controls install ❑Does Not not applicable. v # ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 JHIgh Impact(Tier 1) I 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mullins Residence Report date: 03/14/22 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). !❑Does Not ;table for values. 402.3.3, 402.5 ,❑Not Observable ; [FR2]1 ; ;01\lot Applicable u 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined In accordance ❑Does Not CID) ;with the NFRC test procedure or ❑Not Observable :taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; (FR23]1 ;installed per manufacturer's ❑Does Not U j Instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 ;Is listed and labeled as meeting ❑Does Not U ;AAMA/WDMA/CSA 101/I.S.2/A440 :or has Infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable limits. 402.4.5 'IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interiorfinish ❑Does Not and labeled to Indicate<2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Exception:Ducts located [FR12]1 ;insulated>=R-8 where duct is ❑Does Not completely inside the U ;>=3 Inches in diameter and>_ :building envelope. R-6 where<3 Inches.Supply and ❑Not Observable ; return ducts in other portions of ❑Not Applicable :the building insulated>=R-6 for ;diameter>=3 Inches and R-4.2 ;for<3 inches in diameter. ; 403.3.2 ;Ducts,air handlers and filter ❑Complies ; [FR13]1 1 boxes are sealed with ❑Does Not U I joints/seams compliant with ;International Mechanical Code or ❑Not Observable International Residential Code,as ❑Not Applicable applicable. 1 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- ; R- ;❑Complies :Requirement will be met. [FR17]2 :above 105°F or chilled fluids 1 ❑Does Not +below 55 9F are Insulated to zR- J ;3 ❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Compiles ;Requirement will be met. [FR24]1 piping. ❑Does Not v ❑Not Observable ❑Not Applicable 403.5.3 ;Hot water pipes are Insulated to ; R- ; R- ;❑Complies ;Requirement will be met. [FR18]2 >R-3. C❑Does Not ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ; [FR19]2 Installed on all outdoor air ❑Does Not Intakes and exhausts. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mullins Residence Report date: 03/14/22 Data filename: Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mullins Residence Report date: 03/14/22 Data filename: Page 5 of 9 Section Plans Verified Field Verified # insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ;All Installed Insulation Is labeled ❑Complies [IN13]2 or the Installed R-values ❑Does Not v 3 provided. ❑Not Observable ; ❑Not Applicable 402.1.1, :Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor Insulation installed per ❑Complies ; 402.2.8 ;manufacturer's Instructions and ❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor,or floor _ ., ❑Not Observable :framing cavity Insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous ; Insulation is Installed on the ; .underside of floor framing and ; extends from the bottom to the ;top of all perimeter floor framing ; :members. : 402.1.1, ;Wall Insulation R-value. If this Is a, R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least lh of the :❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 :wall Insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; ; v ;requirement applies(FR10). ❑ Steel '❑ Steel ❑Not Applicable ; ; 303.2 !.Wall insulation is Installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) T 3 Low Impact(Tier 3) Project Title: Mullins Residence Report date: 03/14/22 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling Insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood Wood ;❑Does Not table for values. 402.2.2, 402.2.E ;E] Steel [] Steel ;QNot Observable ; [FIl]1 ; UNot Applicable ; 303.1.1.1,;Ceiling Insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown Insulation marked every 300 ft2. ❑Not Observable ; []Not Applicable 402.2.3 ,Vented attics with air permeable ❑Complies ; [F122]2 Insulation include baffle adjacent ❑Does Not to soffit and eave vents that []Not Observable ;extends over Insulation. IE]Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ; [FI3]1 :insulation?R-value of the �❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50= ;❑Complies [FI17]1 ;ach In Climate Zones 1-2,and ; ❑Does Not <=3 ach In Climate Zones 3-8. 1 ;❑Not Observable ❑Not Applicable 402.4.2 'Wood-burning fireplaces have ❑Complies ; [F18]2 ftight fitting flue dampers and. ❑Does Not outdoor air for combustion. ❑Not Observable ; ❑Not Applicable 403.3.3 :Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air [F[27]1 ;determine air leakage with ; ft2 ft2 ;❑Does Not handlers are located within ;either: Rough-in test:Total ; conditioned space. :,leakage measured with a :❑Not Observable :pressure differential of 0.1 inch ; ;❑Not Applicable ; 4.g.across the system including ;the manufacturer's air handler ; ;enclosure if installed at time of test.Postconstruction test:Total ;leakage measured with a :pressure differential of 0.1 Inch ;w.g,across the entire system ;Including the manufacturer's air handler enclosure. 403.3.4 ,Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [F14]1 cfm/100 ft2 across the system or ftz ft2 :❑Does Not handlers are located within <=3 cfm/lOQ ft2 without air ;conditioned space. handler @ 25 Pa. For rough-in !,[--]Not Observable :tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies :Requirement will be met. [F19]z installed for control of primary ❑Does Not cheating and cooling systems and Initially set by manufacturer to ❑Not Observable code specifications. []Not Applicable ; 403.1.2 ;Heat pump thermostat installed ❑Complies ;Requirement will be met. [F110]z on heat pumps. []Does Not ❑Not Observable QNot Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mullins Residence Report date: 03/14/22 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions ies? Comments/Assumptions &Req.ID Value Value Compl 403.5.1 ;Circulating service hot water ❑Complies :Requirement will be met. [17I11]2 isystems have automatic or ❑Does Not accessible manual controls. y ❑Not observable 1 ❑Not Applicable 403.6.1 ;All mechanical ventilation system ❑Complies ;Requirement will be met. [F125]2 ;fans not part of tested and listed ❑Does Not y HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 {Hot water boilers supplying heat ❑Complies :Exception:Requirement is [F126]2 through one-or two-pipe heating ❑Does Not not applicable. {systems have outdoor setback icontrol to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable 'temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies ;Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not I system return pipe Is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls ,automatically turn off the pump when water Is in circulation loop Is at set-point temperature and i no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies !Exception: Requirement is [F129]2 ;comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically ❑Not Observable {adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 ;Demand recirculation water ❑Complies ;Exception:Requirement is [F[30]2 ;systems have controls that ❑Does Not not applicable. manage operation of the pump ❑Not Observable and limit the temperature of the ❑Not Applicable water entering the cold water pp piping to<=1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested In accordance with CSA ❑Does Not $B55.1. Potable water-side S pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable +individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to ;three or more showers. 404.1 ;90%or more of permanent ❑Complies [P16]1 ;fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404:1.1 Fuel gas lighting systems have ❑Compiles ,Exception:Requirement Is [F123]3 no continuous pilot light. ❑Does Not not applicable. 18' ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mullins Residence Report date: 03/14/22 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 401.3 �Compllance certificate posted. ❑Compiles [F17112 i []Does Not j ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. [1`I1813 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; IE]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Mullins Residence Report date: 03/14/22 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 13.00 Floor 49.00 Ceiling/Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.28 Door 0.28 0.24 CoolingHeating & - Heating System: ,Cooling System: Water Heater: Name: Date: Comments }r H rr bJL............... .......... a j, d AN '1 b 3 u TCa • t ar n f7 F1 !l 3 i mt Mae ra RETAIN STGi ,. 7 ^UNOF 4PP �V�E- AS NOTED PURSUANT TG v, �ER 236 DATE: B.P. 2�2�� OF THE TOVVN CODE. FEE: a NOTIFY BUiLDfN "r -�TMENT AT COMPLY WITH ALL CODES OF. a:s t8o2 8AIV _ h.° ;.OR THE NEW YORK cTATE_ & TOWN COC IMLFG LOWING +' , s: AS REC�U11 'L:- ` ra CONDITIONS OF 1. �DUNDAT,. QUIRED FOR POURS. 1.,aETE ��I T " 2. F` °LUMBING OUGH - 0 _ 3. INSULAT 7.' r v, ,I PLANNING B ARD N 4. FINAL - C(. MUST S-XITHOLD T%NTRUSTEES U BE COMP:. 0 E_ N ALL CONSTR-,; ' ;ALL MEET THE N.Y.S.DEC 0 REQUIREMENT ;t?F-CODES OF NEW U U YORK STATE. NOT RESPONSIBLE FOR -� L U 0 DESIGN OR CONSTRUCTION ERRORS. N 0 � N PLV110ER CERTIFICA770N00 ON LEAD CONTENT BEFORE -0 I ��Y OR Q) c L v C 1 ' ,"N' S T wKw"hU C T 1� 0 Nq CERTIFICATE OF OCCUPANCY NO USE IS 6Iw; ,WFUL SOLDER USED IN WATER o U WITHOUT C LRTIFICATE SUPPLYSYSTEP7C�ANNOT 0 EXCEED 2110 OF 1°o LEAD. PERMIT SET OF OCCUPANCY PLIjMBING ALL PLUIMBING WASTE &WATER LINES NEED T T'ING BEFORZ C0VERIN6,u tN5F'E�T-ION REQUIRED LU Q DO NOT PROCEED WITH. V < FIRAM NG UNTIL SURVEY, 0 i ®ETUGs PLACARDING RCOU'R11D OF'FOUNDATION LOCATION A R- Lb U U ® ® D R j"m 1 m" N DIE X IHAS BEEN APPROVED. V� on RO% H w%NIP"M P� AMMM mom Ad� Art ry U B B "40RP Rum [a 5 Ak 0 Em Ad" KMA IM BU` L D X N C'40 0 N !13) 1 ® ® C ® LU ® �d dUCAWaT-1: z z testitt re uirtd: w Lu P. O . BOX 1110 P. O . BOX 1453 AO . 0 COVER PAGE _ #-� w o VINEYARD HAVEN MA 02568 MA-fTITUCK NY 11952 AO . 1 ARCHI�ECTURAL SITE PLAN A1 . 0 BASED...- ANT PLAN r • �: Must provide Manuals PH : 508 - 693 - 8272 . : ' PH : 631 . 298 . 8272 Alm 1 FIRSTFLOOR PLAN D, J and Sasper NYS Energy Code FAX : 508 - 696 . 99,57 FAX : 508 - 696 . 5319 A1 . 2 SECOND FLOOR PLAN A13 ROOF PLAN All exterior lighting eter@breesearchitects . com E MAIL . mark@boeckmanconstruction . com A2 0 BUILDING ELEV installed, replaced or E- ICI AI L : p - AT I O N S repa.ired shall conforM to Chapter 172 office@breesearchitects'. com A2 . 1 BUILDING ELEVATIONS of the,TgvmCode A2 . 2 BUILDING ELEVATIONS w w b`U' RV 'L:N1Nf0%)` R. Fire separation LAHL'op A3 . 0 BUILDING SECTION required as per NYS Code W YOUNUm AmD YOUNU A3 . 1 BUILDING SECTION > 0 400 OSTRANDER AVE, A4 . 0 BUILDING DETAILS U RI`VERHEAD, NY 11901 A6 . 0 WINDOW AND DOOR SCHEDULE S1 . 0 FOUNDATION PLAN ISSUED DATE: PH : 631 . 727 . 2303 Sl . l FIRST FLOOR FRAMING PLAN 02.08.2022 S1 . 2 SECOND FLOOR FRAMING PLAN E- MAIL : admin@youngengineering . com Sln3 ROOF FRAMING PLAN E E B 2022 AO .0 f , o 1 W ONE At ZONE X W ��N�-� o O f ( + rn -V � N C) N J D 00 .Q + 00 Lo O LL C i WOOD ECK 33 10" \yam 110 AR ELEV:} 151- G I � ELEV. 2 2'-8" \ T.O. F ING \ -55N�T i I 'AhK-OUT \ uj + PROPOSED SC EENED \ I VQ 2 STORY P PICH KES(DENCE - 411 W 0C ELEV. I '-6" z Z o I W � z - JEJ 77 --- � z f U) = F--� + 1 W C ELEV. 23'-011 0 i D 1 T.O. 1 RST FL D J (n SURF OOR / J LAWN \'� ��D � rn \_r 01 Q 0 3 201- m + I 1l BURIED �- ELEV. I -6 . 1000 gal O I �� N� _] LP TANK L I\ _z I271_011 _ CL PARING COURT co RELOCATE ELEC METE \� + I W ( = to ry r + ( \ x V PIN ISSUED DATE: Dh ' + MN 03.14.2022 (REV 1) EX15 NG 03.25.2022 REV 2 ? yTRAN FOR ER`, i" 04.05.2022 (REV 3) � 1 j �EFtED ARC ARCHITECURAL SITE PLAN i ` Scale:t/$`'=1'-0" � f` ISSUED FOR ]P'ERMIT AO . 1 %� / �OF Nr- may: a�r. O U cl i i-- U N / \ U -� 5'-0" 22'-0" 5'-5YJ. " U U EQ 6'-OY2" R.O. L.4Y" 6'-OYa" R.O. 3'-4Y" 3'-Oh" EQ `� N 4 If � N R• O .Q co co O � U Lo O AA Z O r------------------------- ------------- -------------- \ STEEL MOMENT FRAME -^ a'- 'd- I O � El �' I I SAUNA - LU FAMILY ROOM ❑ i I STORAGE MECHANICAL x i UJ U 15Y" 14'-7Y" 5'-9" A 6'-1Yz' 3Y" r—+ ❑ I UP i I CHANGING RM ` w O 1'-2" 3'-3" R.O. 7Y i �i SAUNA I mI '^ I o I a ENTRY FOYER I BENCH I I ,n � ` � q'-1v2 , 6v2 2p'-3v2 I e I \ \ \ 9 HALL I I N UP x I � I / x J N x CABANA BATH 00Lo O 8, 2» 5'-7Y" 3Y" x N 13'-10" *N lY" 8" I I p d M I �I� C.0 w U STORAGE Ln PIN LU x I 5'—41, o V I x. - - - MN Q COMBINATION SMOKE C) CARBON MONOXIDE m DETECTOR 9.38' ISSUED DATE: 2.8.2022 5-0" A 7'-3" 5 I11" 7'-3" 22' 0" D ARC N c 1 BASEMENT PLAN °1817A-'�N you Scale: 1/4"=1'-0" �OF NEB ISSUED FOR PERMIT A 1 .0 I � 4 / vimuk &A 5„ I 5 4 2A3 �— .1 A3.1 A3.0 5-0" 22'-0" 3Y" 4'—OY" R.O. EQ 6'-OY" R.O. 4Y" —Oy" R.O. 4Y" 6'—OY" R.O. EQ 50— Y" ky4 - 0• E N .O NG WPC` O' O— \ I U U �'Y u � RO• \ \ O N " :'— N Ro. \ \ \ \ L oo \\' \ ch 00 O , STEEL _ _� I K MOMENT FRAME = c ;; \ N 3 fc7 -------- -- ------ \ o A3.0 --------- ---------- --------------------- I OS 0 F p �: C,/E EO POR u V S 103 \ cr, 0 u IC-4 Ld GREAF Roots ~ EQ 3'-3Ya' R.O. EQ �N�N Roots , I 2-7 z o 1 I S/CO 102 0 \\ LU Lo H FVVN a ZW0 S/Co - I � S 0 \ 1 ROOM S�ORPGE .� r—, --______________ __ _____ ___________� — —� \ PVNK) 0 O'/' - O I I FD O RT S ABOVE I 5 UP S/ 0 i O " _ Cr) 5 O 'o D ---------------- r------ — , r,2 i 2-1Y2 '� �=mnnv SEAT = "rn + N 2' Yz ky, z 12 ° 4Y2 POWDER 12'�Y2 6'-oY2OL I PANTRY ROOM O FOYER P- 0 HI--H INDOW \ I I , -2 PN 0 6I I / U— vV MN COMBINATION SMOKE i ? CARBON MONOXIDE O O ISSUED DATE: 9Y" 5'-11" g 2„ 2.8.2022 3'-7Y" 2'-10" RO 9Y" 9Y" 2'-10" RO v 3'-7Y" 6 2" 5'-2Y" 3Y" 2.25.2022 cie 03.14.2022 (REV 1) 7'-3" 7'-6" 7'-3" 70, 5-0" 22'-0" 6'-0" .�ERED q,4y Ns J •-- >� °'8» OF NEB ISSUED FOR PERMIT A1 . 1 • I EO y�s „ R.0• o N E � \ O E° S o p U � 1w E a cp. U U a) R � � a)�,4va' R'0 H ECREss EDRCo 5Y2 � O �PS�ER N N - - - - - - - - - - - - - - - - - - - - - - - „ a) U R S/C0 N F U' R a&'D N Lu `a 1,5 I � � 0 1 � w 3Yz N Y 10 Q S/Co �9Yi \ PNR 15 S Co 5 � 0 ui R g o I � / eC ss 2 1 ~ Z Z ccE �Yz N uJ O ERLPDD U) ~ S/Co 11„ 2 0 M O L ' -, v� %� L- - - - - N �- N D E° N ° gE�ow 13,10Yz — C�-osO „ I I oRooM o, N opEN — F�ooR 4,8 R.o. �N° sE 6 P NR°°M \ N „ W DOR FRS I 0 1 1,6 I I ' 6Y2 1 DD DD I „ 3Y� _ _ _ _ - - - - - J - — —� N Q `�ATTIC ACCESS I I ATTIC ry I O °° 2' L. PN -0 R.O.O O " R. . _ II �1V11 \ COMBINATION SMOKE L _N CARBON MONOXIDE 0 I 1yi I `� -- - - - -- - - - - - - - - 7'-3" 2'-5" 2'-8Y" 2'-5" 7'-3" ( , 22'-0" w V) ISSUED DATE: 1 SECOND FLOOR PLAN 2$2022 Scale: 1/4"=1'-0" 2.25.2022 03.14.2022 (REV 1 ED ARC RF�s NK 9T 0119 •01 Q` r �aF N��yO ISSUED FOR PERMIT A 1 .2 I.elr G � 0 Q w w CN N 00 \ \ \\ 1 � o U _ - 1 n 0 I _ \ 1 DS 1 i - I- -- I Ds DS Lu I I I, q I ' - W I I 10 �- - - I WV) � I 'I II Z \ \', I W \ \ W D5 W�- O I I I I I 1 Ds I � / II 1 / I /I / I 1 I J I \ ,- I ,- I I � / I I \ - I I / i / I III I I � e ,- I I - - - B UPPER ROOF I \ - 1I C ps III 11 1 II III I �I I � I'I 11 I, �II I I DS I I I I I I I I , I I I I I I I III I II I I I I I I. III II,I I I I'II I i, I, �I I II I I III, z - I � , PN Q o CL I \ MN (; I I I I I I I I l 1 'I ` � I I 111 III O LOWER ROOF ISSUED DATE: 2.8.2022 1 ROOF PLAN Scale: 1/4"=1'-0" D'4RC I � �. tP 018,71-()1 y0� FOF NEB ISSUED FOR PERMIT A1 ,3 11 zzz,, .4IV J, ----------------------- .LLA I _ -f- 9'-10 1/4" 2nd FL SUBFLOOR K U N N ----- -- � 1HL .Q 105 0 G O 103 (Y Lu 103 O O O Q) O U N O 4-- -0 L O 0'-0" 1st FL SUBFLOOR - - - =} - - - - - - - - - - - — 0'-0" 1st FL SUBFLOOR I I I L J l Y Z AA B01 f J 10 W I Q W ! ® u) -9'-7 3/4" T.O. SLABi -9'-7 3/4" TO SLAB o L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I- - - - - - - - - - - - - - - I � t- - � fd. W W - - - - -- -- -I- - - - - - - - - - - - - - - - - - - - -- - - -L - - - - -- -I = E--j w 0 1 PARTIAL ELEVATION NORTH 2 PARTIAL ELEVATION NORTH J Scale: 1/4"=1'-0 Scale: l/4"=1'-0" J O I — -- --" - -- --- ------- -- - $ 0'-0" 1st FL SUBFLOOR ---------------------- _ O —"" W - -- - ---- B01 - -- -- -- --- -- - - __ - -3 3/4" T.O. _ — - - FOUNDATION WALL - — — -- ---- -- I \ -- - _ - _ - - -- -- --- _ -- - " - - - - --- -8'-0" GRADE LEVEL I -9'-7 3/4" T.0 SLAB V) JL AL K 7 -1 -I -11'-0" T.0 FOOTING z0-J L _ 0 FIFIE 1-1 O Q I WALK-OUT SECTION/ ELEVATION � 4 Scale: l/4"=1'-0" LJJ N J w - ;;�0'-O" 1st FL SUBFLOOR - -�0'4' 1st FL SUBFLOOR ! I Y BB Y I I ! I ISSUED DATE: ! I ! IH 2.8.2022 2.25.2022 03.14.2022 (REV 1) i I I I I i I I I ! ! - 9 -7 3/4" T.0 SLAB - 9 -7 3/4" T,0 SLAB L - - - - - - - - -- - - - � - - - - - - - - -� - - - � L - - T- - 1- - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - -1 - - - - - - - - - - - -11'-0" T.0 FOOTING CEREDgRC L - - - - - -- - -- - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - -- N 3 ELEVATION WEST c WALK-OUT SECTION/ ELEVATION _ ��. 0,817� 01 0�� Scale: 1/4"=1'-0" J Scale. 1/4 -1-0 �Or NE�� ISSUED FOR PERMIT A2 .0 . t I 02 - - - - - - - -- - I 12 - - — — — — — — — — T — 5 -- - \� j 3.5 / DD DD D E E E 0 FIXED FIXED DOUB E HUNG Ll N ;t- - — — --- — — _ — — — — - — 9'-10 1/4" 2nd FL SUBFLOOR — U U i N K I l N N A A I Bi D E E E LL104 U Cam! �_---- ---; DOUR E HUN � -Q O � @ U i � O -0 Lo O I -- — — — — — — --- — — -0'-0" 1st FL SUBFLOOR -- — — — — — — — — 0'-0" 1st FL SUBFLOOR rik -1'-6" EXIST GRADE I I I I rJ L -1 FJ L -1 W Q Z O I I I W � ® (n }. — -- - --- -—----------- -r-------------'-� -1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — -- — — — — — — — — — — — — -- Vl I \ LU V) �-- W W i _ 1-4 Ce w O 1 PARTIAL ELEVATION SOUTH 2 PARTIAL ELEVATION SOUTH N �- Scale. 1/4 -1 0 Scale. 1/4 -1 0 mi W � � 0 ---------------------- IT - -- - - - - -- -- ---- - _ _ i-= MECHANICAL SPACE ---------------------------------------------- -------- - — - ---- ------- a � i I �il d F- o o iC) e I I e O o � o o f ' II z 9'-10 1/4" 2nd FL SUBFLOOR — _ - - — — 9'-10 1/4" 2nd FL SUBFLOOR 0 � i 106 102 IIIL II � TIT-IL I--r i!_ .I I_-, W U m Cl1I -I! [-I ill it •= I I III 1-1 I1L 1- L11, 1-- (u II-L II I- I�_I li 1__1 LI 1. I 11 T I- I � 0'-0" 1st FL SUBFLOOR — — — — — — 0'-0" 1st FL SUBFLOOR LI f I III I I I I I I I ISSUED DATE: I I I I I 2.8.2022 � I L � FL L -1 F- L - I / L � FJ L -1 FJ L � � J L � I � J L � 2.25.2022 L 1 — � L - - -1 L — - -I I L I L —I - -1 L - - -1 L - - -1 I L - - -1 03.14.2022 (REV 1) I I ---------------- I I I I \S-�EREDq� — r I— — �� -9'-7 3/4" T.O. SLAB — ��— — — — — — — — — — — -9'-7 3/4" T.O. SLAB Q�G Q`��R RF C�i� - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — C, s� L- — — — — — — — — — — — — — — — — — — — — — — -� n N r !�NE%N 3 ELEVATION EAST - 4 SECTION/ ELEVATION EAST Scale. 1/4 -1 0 scale: 1/4 =1�-0� ISSUED FOR PERMIT A2 . 1 i lik R N N U N LLI 0 O U C14 N 8'-8 1/2" B.O. FASCIA B.O. FASCIA pNp c'7 V) `'° � O 4— Lo O i i — — — — — — ' 0'-0" 1st FL SUBFLOOR — — — — — — — — — — — —*l-�-0'-0" 1st FL SUBFLOOR 1 —6" EXIST GRADE —1'-6" EXIST GRADE V � Q ui � oz uw cn - - - - - - - cezz 9'-7 3/4' T.O. SLAB — — — — — � —9'-7-3/4" T.O. SLAB W W V _ H W O J � 1 CONNECTOR PARTIAL ELEVATION WEST 2 CONNECTOR PARTIAL ELEVATION WEST '� o Scale. 1/4 -1 0 12 ------------------------- — -- --- ----- --- --- - - -- ---- —2 4/2ry -- ----- -- - ------------------- -- - -- -- --- ---- O — 8'-8 1/2" B.O. FASCIA -' I I F i W U w 0'-0" 1st FL SUBFLOOR —1'-6" EXIST GRADE ISSUED DATE: 2.8.2022 2.25.2022 03.14.2022 (REV 1) —8'-0" EXIST GRADE — — �}—T-7-3/4" T.O. SLAB �g�ERE�q G ER � eR�c'yi CONNECTOR ELEVATION EAST ;.A� 8 �- 3 �o 7'�°1 • Scale: i/4"=1'-0" FNEW� ISSUED FOR PERMIT A2 .2 I, i - --- - - - - - - -; - TYPICAL ROOF ASSEMBLY: - - --- - -- --- -- -- --- -- - - ASPHALT SHINGLES - - -- - - -- e„ PLYWOOD SHEATHING 2X10 RAFTER 16" O.C. 1 --- - ---r----------------------- ----- I' R 49 INSULATION 1 -- - - - - - - CEILING - - A4 0 LING JOIST 16 D.C. IX2 STRAPPING SK-1 I - - /= :.:.: ._' I -2" GYPSUM BOARD �l TYPICAL ROOF SHEATHING NOTE: I I I ' I j ROOF SHEATHING TO BE NAILED USING 8D I I OR EQUIVALENT NAILS 6" O.C. AT EDGES I I AND 6" O.C. IN FIELD ----- ----------- `--------- I - A4.0 TYPICAL HURRICANE CLIPS NOTE: RAFTER CONNECTION TO TOP PLATE REQUIRE ----- ----- ------------ ; 12 MPSONH2. TIAECLIPS W 2X BLOCKING --------- ----------- BETWEENJ BAY OEN OER U N i j 9 7X-10D NAILS PER SIDE. +- CANT ANDE A4.0 I I I I - IF BLOCKING NOT DESIRED SIMPSON H-10A OR H U �}9 14'-10 / 2nd FL SUBFLOOR ------------------------ ` N \\ -14A HURRICANE CLIPS BLOCKING OU I ' I \ -3 V ' I A4.0 N N N ------------ --------- = L- CO 10 i C ) � I I � � N ----------- A4.0 j cn -0 O \�---- -- -----------------�/ T - -- - - - —— - - - - - --- 0'-0" 1st FL SUBFLOOR TYPICAL FLOOR JOIST AND SHEATHING NOTE: I -FIRST TWO JOIST BAYS FROM EACH - -- ° -1'-6" FINISHED GRADE GABLE END TO BE BLOCKED WITH 2X LUMBER 4'-C" O.C. ----- -- -------------' -SHEATHING TO BE NAILED IN ACCORDANCE WITH WFCM TABLE 2 (8D NAILS 6" IN EDGE 12" ----- - --------------- 8 FIELD A4.0 - R-49 INSULATION W - I V -8'-0" FINISHED GRADE O W — - - - - - --- - - -- - - - -9'-7 3/4" T.O. SLAB 9'-10 ya" 2nd FL SUBFLOOR O W V) p� z z TYPICAL EXT. WALL ASSEMBLY: w W -WHITE CEDAR SHINGLES BUILDING SECTION @BEDROOM WING -WATER/AIR BARRIER a p� PLYWOOD SHEATHING W O Scale: 1/4"=1'-0" \ / -2x4 STUD WALL W/ R-20 ��----- - ------------------ CLOSED FOAM INSULATION JLn /2 1 I' � 0 O� A3.1 A3.1 � � I TYPICAL i - -- - - - - - - - - - 17'-11 1/2" T.O. RIDGE - - FLOOR JOIST AND SHEATHING NOTE: FIRST TWO JOIST BAYS FROM EACH - - - GABLE END TO BE BLOCKED WITH 2X - - --- LUMBER 4 -0 O.C. SHEATHING TO BE NAILED IN ACCORDANCE --- -- _ - - WITH WFCM TABLE 2 ( D NAILS 6 IN EDGE 12 - - -- - - - - -- - FIELD --- --- - - - --- - I - -- - - - , -- - - R-19 INSULATION �7 — - -- 0 -0" TO 1st FL SUBFLOOR ,2 - - - - -- - - � . I � . . 7 I, Z - --- --- -- - - - - --- - - -- 2 ---- - FINISHED GRADE (VARIES) - - - - -- - -�- - 1- - - - - --ij� 8'-8 1/2" B.O. FASCIA W i I r FINISHED BASEMENT WALLS: 2x4 STUD WALLS © 16 O.C. O W/ CLOSED CELL SPRAY FOAM INSULATION i ■� R-20 I I 0 BASEMENT SLAB NOTE: J i 6" CONCRETE A INS ULATION ON GRADE R CIO - - - - - 0'-0" 1st FL SUBFLOOR ISSUED DATE: 4.5.2022 (REV 2) _ - - 9'-7 3/4" T.O. SLAB 1'-6" EXIST GRADE - - - - - - - - - - --- -9'-7-3/4" T.O. SLAB qk- 3 TYPICAL WALL SECTION Zz/?` ,IVPFtED ARC Scale: 1/2"=V-0" '�5 1 J BRF BUILDING SECTION @CONNECTOR � �` N� A3 .0 ISSUED FOR PERMIT o8,741 :1 4 3 3 3 3 4 A3.1 A3.1 A3.0 A3.0 A3.1 A3.1 v; ,4l. 17'-11 1/2" T.0 RIDGE — - - - - - - - - - - - - - —{ 17'-11 1/2" T.0 RIDGE INN u i i" 4 I A4.0 O r— - r L I i I � N 8'-5"—ILLLLIL UL IL U U U U O a) N j U N N Ln _ 00 O M 00 00 N o� a)N 1-0 U FLUSH HEARTH 0'-0" 1st FL SUBFLOOR ' j — - — - —�} 0'-0" 1st FL SUBFLOOR M M M I h � I 0o I I 00 uj O b Q V O -9'-7-3/4" T.O. SLAB �-- - - — -- - ---— }-9'-7-3/4" T.O. SLAB uj � oz ujCd zz w w i BUILDING SECTION BUILDING SECTION @DORMERS a- Ce J Ln O I i I I I 2 I 1 A4.0 i A4.0 ,------------------------------------------------- I �- --------------wN I 17'-11 1/2" T.0 RIDGE 17'-11 1/2" T.0 RIDGE - i I W i w- ------------ ------------------------------ '= w-__---- - --- i -- I N N i I I I �+ I i 00 i Z I I i I - - 8'-11 1/2" ATTIC SUBFLOOR 8'-11 1/2" ATTIC SUBFLOOR I _ o W I 1E 39 i Wz N i m Q I 00 00 L.,L Obb6 Obb e Co - 0'-0" 1st FL SUBFLOOR 0'-0" 1st FL SUBFLOOR - - - - -1'-6" EXIST GRADE 4-6" EXIST GRADE ISSUED DATE: 2.8.2022 �N N -8'-0" FINISHED GRADE FINISHED GRADE - - - - - —{ 4-7-3/4" T.O. SLAB 4-7-3/4" T.O. SLAB— - - - --- �F-ED ARc .5 �R � BRFti% BUILDING SECTION N BUILDING SECTION @ GREAT ROOM F � Scale: 1/4"=1'-0" 4 Scale: 1/4"=1'-0° OF NE ISSUED FOR PERMIT A3 , 1 BLOCKING 3'_0Y4" SHEATHING 2 x 4 OUTRIGGERS 2 x 4 LADDER CL MOMENT FRAME ' - - - - - -...._.._.._.-........__... ----_._.-__-__._..._ _ __........__... _... ---- -.... _._._._. ------- i ; dLA..... i � I � � J O SHADE POCKET - U vi ask. W5x16 STEEL I—BEAM 5Y" N J O i U N L U O N � N V) CO fi V) � „1 O U .......... _ -0 OL O 1 NORTH RAKE DETAIL @GREAT ROOM 2 TYPICAL RAKE DETAIL Scale. 1 1/2 -1 0 Scale: 1-1/2"=1'-0" >< \, HURRICANE CLIPS END OF COMMON RAFTER 1'-6„ (u LCC DRIP EDGE >< ... I U-) > N z 4x4 COMPOSITE I ,�" - -.".._... - -- - ._..._.... O z GUTTER ZL + � 1 .., y BLOCKING W V) \ LCC FLASHING ELEV 9'-O"Lj Z Z 2x3 NOSING B.O. JOISTS ui = H _ >C °° f— .................. - --- �. �_ — 1 — ELEV 8' 8 1/2„ - - — — — /' — — B.O. FASCIA °'J Lf) ELEV 8'-0„ 1 Ya x 17 a BED MOLDING l 3 » TYP. 1st FL R.O. Lo 2 1X BORAL FASCIA Lo „ — — — _ — — — — ELEV 7'-11 1/2' 1 — — IX 6 BOR L SOFFIT 4� 4 g �4" 1 B.O. HEAD CASING ' IX BORAL FRIEZE ALIGN WITH TYP. 4„ of 5�„ 5" 3 2 II - WINDOW H.H. I 3 EAVE. DETAIL @ WINDOW 4 EAVE DETAIL @GREAT ROOM 5 RAKE DETAIL 6 'nd FLOOR-OFFFSET�DETAIL BAND DETAIL 8 SCREEN PORCH DETAIL Scale. 1 1/2 -1 0 Scale. 1 1/2 -1 0 Scale. 1 1/2 1 0 Scale. 1 2 Scale. 1 1/2 1 0 Scale: 1-1/2"=1'-0" --- -- - - -- -- - - - --- - WINDOW SILL AND = } THIRD TREAD ALIGN J _100, gyov SIN ui U — O I I N 00 - .....-....._. - ISSUED DATE: _ _ . _ _ _ _ _ ELEV 7'-7 1 2" FROM 2nd FL SUBFL. 2.8.2022 B.O. FASCIA 03.14.2022 (REV 1) %^N _ _ LEV 0'-0" T.O. FIRST FLOOR Ln ELEV 7'-0" FROM 2nd FL SUBFL 4 B.O. HEAD CASING 1'_5�„ - �ERED q �5 Rc �A 71_4 •a'� �O�`�" I DETAIL @STAIRS ' �9 Scale: 1-1/2"=1'-0" 10 DETAIL AT SILL OP NE A4 .0 Scale: 1-1/2"=V-0" ISSUED FOR PERMIT I2' $u I 4 � U U � A4.1 N -- � U CC_ /1 O Co - --—------------ -- PLAN DETAIL - MOMENT FRAME TO FOUNDATION _� Scale: 1/2"=1'-O" � Lo O g" 0 BOLT W5X 16 MOMENT FRAME L-J Q `n LIJ �� I VC) \ / m W5X 16 MOMENT FRAME 3 _ O z' x 8" x 8" 5.5 PLATE LV pC �2' 8' BOLT WELDED TO W5X 16 O 2' x 8"x 8" 5.5 PLATE MOMENT FRAME �— WELDED TO W5X 16 N z z pD MOMENT FRAME V/ Q Wzz PLAN DETAIL - MOMENT FRAME TO FOUNDATION = W 3 6 RAFTER CONNECTION � RAFTER CONNECTION � � Scale: 1-1/2"=1'-0" Scale: 1 1/2 —1 0 Scale: - � W O V) 0 { O O -- ----- - -------- -i -ju IE — — — — — — — — 0'-0" 1st FL SUBFLOOR O O J -------' DETAIL AT RIDGE 8 STEEL MOMENT FRAME ELEVATION Q Scale. 1-1/2 —1-0 Scale: 1/2"=1'-0" w 5 Q A4.1 =1� W N t\ 9 o A4.1 H ----------- -- -------- I- z CW , _ — --�}0'4" 1st FL SUBFLOOR C III II ill II ' • II --- -- --------: II • II 0( II m I� GJ ISSUED DATE: 03.14.2022 (REV 1) 1 STEEL MOMENT FRAME 5 DETAIL AT FOUNDATION CONNECTION 9 DETAIL AT FOUNDATION CONNECTION Scale. 1/2 —i 0 Scale. 1 1/2 --1 0 S - 2"=1'-0" \5'(ERED AR A4 . 1 ISSUED FOR ► WINDOW TYPES * VIEWED FROM EXTERIOR EXTERIOR DOOR TYPES `�`: WINDOW SCHEDULE * LOW-E ARGON FILLED SIMULATED DIVIDED LITE WINDOWS . 4�:. 2-9)/4" 5'-1Y" 1'-1140 4'-1" 4'-1" 2'- YIN,SYMBOL MIN. ROUGH OPENING UNIT DIMENSIONS LITE CUT MANU. MANU.'S SCREEN OPERATION REMARKS _ WIDTH HE WIDTH HEIGHT WIDE- HIGH " 3-2 Ya" 2'-8 Ys 3-2 Y _ A 2'-10" 6'-0" 2'-9 1/4" 5-11 1/4" 4/1 ANDERSEN A-SERIES ADH21060 YES DOUBLE HUNG B 5'-2" 6'-2 3/4" 5'-1 1/4" 6'-1 3/4" 3/3 ANDERSEN A-SERIES CUSTOM SIZE NO PICTURE WINDOW r i I �I -- �i C 2'-0" 6'-2 3/4" 1'-11 1/4" 6'-1 3/4" 1/1 ANDERSEN A-SERIES CUSTOM SIZE YES DOUBLE HUNG Lo c _ O D 4'-1 3/4" 6'-2 3/4" 4'-1" 6'-i 3/4" 2/2 ANDERSEN A-SERIES CUSTOM SIZE YES DOUBLE HUNG U r r e } DO 4'-1 3/4" 6'-2 3/4" 4'-1" 6'-1 3/4" 2/2 ANDERSEN A-SERIES CUSTOM SIZE NO PICTURE WINDOW IXED UNIT WITH CHECK RAIL - MATCH D WINDOWS DOUBLE HUNG PICTURE WINDOWA DOUBLE HUNG DOUBLE HUNG PICTURE WINDOW DOUBLE HUNG -� E 2'-4" 4'-8 1/4" 2'-3 1/4" 4'-7 1/4" 4/1 ANDERSEN A-SERIES ADH2448 YES DOUBLE HUNG vUi i -� O O O O DD O F 9'-4" 5'-4" 9'-3 1/4" 5-3 1/4" 4 1-1-4 1 ANDERSEN A-SERIES (2) ADH2654 YES DH-PICTURE-DH FACTORY MULLEDzl\ 9'-3Y" 9'-3Y4" ,2'-3Y" 5'-11Y4" / / APw7854 O 2'-5Y" 4'-3Ya" 2� 2, -5Y *_ 2-5Y" 4'-3Y" 2'-5Y" G 2'-6" -4" 2-5 1/4" 5'-3 1/4" 4/1 ANDERSEN A-SERIES ADH2654 YES DOUBLE HUNG i co ('7 % H 9'-4" 5'-4" 9'-3 1/4" 5'-3 1/4° 4/1-1-4/1 ANDERSEN A-SERIES (2) ACW2654 54 YES CW-PICTURE-CW FACTORY MULLED `- �Q 4- r r Y r 1 2'-4" 6'-4" 2'-3 1/4" 6'-3 1/4" 4/1 ANDERSEN A-SERIES ADH2464 YES DOUBLE HUNG L r7 r7 r7 r7 r Z r") I I I I � ¢ I BOt 102 103 IE `0 6'-4" 5-11 1/4" 6'-3 1/4" REF ELEV ANDERSEN A-SERIES APW6064 NO PICTURE WINDOW EXTERIOR FRENCH DOOR EXTERIOR FRENCH DOOR EXTERIOR FRENCH DOOR + cz� K 4'-0" 6'-4" 3'-11 1/4" 6'-3 1/4" 6/1 ANDERSEN A-SERIES APW4064 YES DOUBLE HUNG L 3'-0" 4'-4" 2'-11 1/4" 4'-3 1/4" 2/2 ANDERSEN A-SERIES ACW3044 No CASEMENT DOUBLE HUNG PICTURE WINDOW DOUBLE HUNG DOUBLE HUNG CASEMENT PICTURE WINDOW CASEMENT DOUBLE HUNG PICTURE WINDOW M 5-0" 2'-0" 4'-11 1/4" 1'-11 1/4" 5 ANDERSEN A-SERIES AAN5020 YES AWNING W F G H CD I J O O O N 4'-1 "'"3/4" S-4 4-1" S-3 1 2 2 ANDERSEN A-SERIES CUSTOM NO PICTURE WINDOW / /4'-7 Q Y" z O 3'-11Y" 2 4'-11Y" 4'-1" 2'-3Y" 2'-3Y" EXTERIOR DOOR SCHEDULE 0 4'-8" 5'-4" 4'-7 1/4" 5'-3 1/4" 4/1 ANDERSEN A-SERIES (2) ADH2454 YES DOUBLE HUNG (2)W- FACTORY MULLED W p� — , $ FIRST FLOOR P - - - - - - - - - NOT USED N z z MIN. ROUGH OPENING UNIT DIMENSIONS V) 0 \ r i - NUMBER WIDTH HEIGHT WIDTH HEIGHT THICK MANUFACTURER MANUFACTURERS # MAT/FIN. REMARKS ° NOT USE W U) , - h r� NOT USED 301 2'-9" 8'-0" 2'-8 Y" 7'-ll Y" - ANDERSEN A-SERIES FWHID3380 T.B.D. INSWING FRENCH DOOR w/SCREEN z Z `� I "' R 2'-6" 5'-4" 2'-5 1/4" 5-3 1/4" 4/1 ANDERSEN A-SERIES ACW2654 NO CASEMENT Lij ui -IFJ- I, 102 3'-3" 8'-0" 3'-2 Y" 7'-11 Ye" - ANDERSEN A-SERIES FWHOD2980 T.B.D. OUTSWING FRENCH DOOR 103 2'-9" 8'-0" 2'-8 Y" 7-11 Y" - ANDERSEN) A-SERIES FWHID3380 T.B.D. INSWING FRENCH DOOR w/SCREEN (2) ADH2654 �- S 9'-4" 7'-4" 9'-3 1/4" 7'-3 1/4" REF ELEV ANDERSEN A-SERIES APW4420 YES REF ELEV FACTORY MULLED Lij 0 - —- APW4454 m Ln DOUBLE HUNG c CASEMENT AWNING PICTURE WINDOW DOUBLE HUNG � � MINIMUM ROUGH OPENING DIMENSIONS MAY NEED TO BE INCREASED TO ALLOW FOR USE OF BUILDING WRAPS, T REF ELEV REF ELEV ANDERSEN A-SERIES NO VERIFY IN FIELD � OO O 0 O O FLASHING, SILL PANNING, BRACKETS, FASTENERS OR OTHER ITEMS. U REF ELEV REF ELEV ANDERSEN A-SERIES NO VERIFY IN FIELD O� 2 9-3 a V REF ELEV REF ELEV ANDERSEN A-SERIES NO VERIFY IN FIELD 2'-5Y4" 4'-3Ya" 2'-5Y" ��y� `�`8?, GENERAL NOTE FOR WINDOWS AND DOORS: r \ * ALL EXTERIOR WINDOWS AND DOORS TO BE ANDERSEN A SERIES UNLESS OTHERWISE NIOTED w 5'-4" 2'-0" 5'-3 1/4" 1'-11 1/4" 5 ANDERSEN A-SERIES APW5420 No PICTURE WINDOW * EXTERIOR WHITE, INTERIOR PAINTED-WHITE X 2'-0" S-0" 1'-11 1/4" 2'-11 1/4" 2/2 ANDERSEN A-SERIES APW2030 NO PICTURE WINDOW r� * WINDOW HARDWARE-WHITE CDo Y 3'-0" 5'-4" 2'-11 1/4" 5-3 1/4" 2/2 ANDERSEN A-SERIES ADH3054 YES DOUBLE HUNG I I Ln I Ln EXTERIOR DOOR HARDWARE-BY OWNER (ASHLEY NORTON OR APPROVED EQUAL) FH�n ^ in I Z 6'-0" 5'-4" 5-11 1/4" 5-3 1/4' 3/3 ANDERSEN A-SERIES APW6054 No PICTURE WINDOW * CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW OF DESIGN INTENT PRIOR TO 5'-11Y" 5'-11Y" 5'-llY" INITIATION OF WINDOW ORDER. �, � AA 6'-0" 5'-4" 5'-11 1/4' 5-3 1/4' 2/2 ANDERSEN A-SERIES (2)ADH3054 YES DOUBLE HUNG FACTORY MULLED PICTURE WINDOW PICTURE WINDOW PICTURE WINDOW * ALL BEDROOM WINDOWS TO MEET OR EXCEED 5.7 SQ.FT. WITH 20" WIDTH BY 24" HIGH CLEAR OPENING, CASEMENT PICTURE WINDOW PICTURE WINDOW PICTURE WINDOW PER EGRESS CODE. BB 5'-8" 2'-8" 5-7 1/4" 2'-7 1/4" 3 ANDERSEN A-SERIES ANN5828 YES AWNING w J O O T O V * USE TEMPERED GLASS Q LOCATIONS INDICATED ON FLOOR PLANS AND AS REQUIRED. 1'-11Y" 2'-11Y" 1, 5'-11Y" 5'-1 1 a' * ALL DOOR AND WINDOW HARDWARE TO BE DETERMINE BY OWNER 0 2'-11)/4" 2-11Y 5'-7Ya" uj o -r V) I I I Lo in O ) LLJ n PICTURE WINDOW PICTUFE WINDOW DOUBLE HUNG PICTURE WINDOW DOUBLE HUNG AWNING O0 O O AA BB ISSUED DATE: 2.8.2022 REVISED 2.25.2022 03/14/2022 (REV 1) ARC QRJ B F��/JF C A �T 0r8171- 1 40� Fps.NEB ISSUED FOR PE tip A6 .0 CONCRETE NOTES .' 1 . ALL CONCRETE TO BE 3,000 PSI @ 28 DAYS and PLACED IN ACCORDANCE WITH INDUSTRY STANDARDS. DO NOT STRIP FORMS FOR 72 HOURS. 2. FOOTINGS TO BE PLACED ON UNDISTURBED NATIVE SOILS. NOTIFY J 6 ARCHITECT IN THE EVENT OF ANY OVER-EXCAVATION BEFORE PROCEEDING ,11 . WITH THE WORK. 3. ALL STEEL REINFORCING TO BE NEW AND PLACED IN ACCORDANCE WITH INDUSTRY STANDARDS, and FREE OF RUST, SCALE, DIRT OR OTHER DEBRIS. IL / 4. CONCRETE CONTRACTOR TO VERIFY LOCATIONS OF ALL HOLD-DOWNS WITH FRAMING CONTRACTOR. is �- 5. COORDINATE LOCATION OF ALL BONDOUTS FOR WATER, SEWER, ELECTRICAL TYPICAL TIE DOWN STRAP NOTE: AND OTHER UNDERGROUND UTILITIES. SIMPSON STRAP TIE DOWN 0 5THD14PJ AT ALL CORNERS 6. IN AREAS WHERE FOUNDATION WALLS ARE TO BE LEFT EXPOSED TO VIEW, N GRIND SMOOTH ALL FORM JOINTS and FILL ALL TIE HOLES BEFORE APPLYINGLn PARGING. N `� 3�',9 6"X 1 2"A.B @ 46" O.C. O -0" 22'-0" 5'-5y" 9" FROM EACH CORNER W 3X3X4 METAL WASHER • �, l / U 5' U �" � LEGEND: - --------------------------- --------------- ALL ELEVATIONS CALCULATED FROM ~J � 1st FLOOR SUBFLOOR = DATUM LEVEL = 0'-0" c� CV _ �- T.O.FOUNDATION WALL ELEV.= -0'-2-" _ 00 -- ---------- { �i� , 3„ 4 (`M F � / T.O.FOOTING ELEV.= - 10 -14 o, @� ❑ ❑ rn __ a N STEEL STEEL _i N U It 4'-4" 1 01 MOMENT MOMENTT.O.FOUNDATION WALL ELEV.= -0'- 113' o FRAME FRAME _ /j r� 4 -0 LO O (SEE SHEET (SEE SHEET3" -14 T.O.FOOTING ELEV.= - 10 �30 FAMILY ROOM GUEST BATH T.O.FOUNDATION WALL ELEV. 4'-71 - i -- - — — — STORAGE / MECHANICAL T.O.FOOTING ELEV.= - 11 -0 I T.O.FOUNDATION WALL ELEV.= -7'-34 110 I _ +_ - L _ _ _ _ _ _ _ _ _ I - _ CR, T.O.FOOTING ELEV.= - 11 '-0" I I � I POST POST 1» T.O.FOUNDATION WALL ELEV.= -8 -34 T.O.FOOTING ELEV.= - 11 '-0' V Q ❑ UP CHANGING RM N I POST 3" SAUNA T.O.FOUNDATION WALL ELEV.= T.O.FOOTING ELEV.- - 11 '-0" ® V) un I POST POST a' (P z 1' POST do_ % - -==`- - -- _ li SLAB ON GRADE �o � \ Z z WITH 6x6 - POST -- --' 2X6 PT SILL WITH W Uj W1.4xW1.4 - - `" — POST a, j \ 8"OX12"ANCHOR BOLTS @ 48" O.C. _ 9" FROM EACH CORNER W O in ENTRY FOYER ,2" WITH 3X3X4" METAL WASHER '' 4 i_ ! I \ \ \ \ 3/4"SUBFLOOR .J 1ST FLOOR SUBFLOOR j l.f) HALL \ \ \ \ \ l- ---------- I \ II UP \ _ 9Y" I-JOIST s I _ 2 5 c� Y �„ POST -' N 0) I I - O REC ROOM _ x " ENGINEERED RIM BOARD - N PN I i CABANA BATH MN 00 v STEM WALL Q $n, I % „ TYP --------- �' #4 BARS i \\ STORAGE @18" OC I 4_l Q 4 n Z - I 9.38° ' O -I O ° 5-0" 7'-3" 5'-11" 7'-3" 6'-0" Ir TYPICAL TIE DOWN TRAP NOTE: 22'-0" 0, 01 0/0 0 ° ° ^„ OF lXJ IMPSON STRAP TIE DOWN ="X 12"A.B @ 48"O.C. ° o° O N STHD 14RJ AT ALL CORNERS e 9" FROM EACH CORNER FOUNDATION PLAN ° ° ,�-° ° z W 3X3X3i METAL WASHER 1 ° o NAILED 2 CLR 1 PORTION ° ° 2 - #4 BARS O 1) 0 TOP AND BOTTOM 0 0 ° 0 4" SLAB ON GRADE ° ° WITH 6x6 - W1.4xW1.4 o ° GENERAL NOTES 6x6 post 41 Dowel (CJTPS) 2x4 KEYWAY ISSUED DATE: SPAN included SEAR , a 02.08.2022 1 . ALL WORK TO COMPLY WITH THE 2020 NYS RESIDENTIAL CODE AND 2020 NYS ENERGY CODE co` ector MAXIMUM STRIP FOOTING 03.14.2022 (REV 1) X X X e 2. PROVIDE CONTINUOUS BEAD OF AIR SEALANT AT ALL PLATES & EXTERIOR WALL PENETRATIONS I !d 8c AS REQUIRED BY CODE TYPICAL. r ° / T.O. FOOTING a 30" MIN, ONE #4 —10'-13/4 h REBAP. °LENGTH IN SHEAR AR L H • •• � a IN SHEAR 4 ° CONE 6 MIL POLY VAPOR BARRIER OVER 4" a GEOGRAPHIC AND CLIMATE CRITERIA 11� MIN, ( '1FROM REBAR CLEAN SAND OR WASHED STONE CORNER LENGTH 4 4 Typical CPT66Z ° INSULATION AS REQUIRED a WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM Corner-Flush Edge Simpson Strong-Tie GROUND STHDI4RJ BY ARCHITECT Installation a a SNOW LOAD DESIGN Rim Joist Installation ��g ARC TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE F SPEED (MPH) 2 -0 EFFECTS REGION DEBRIS ZONE DEPTH MODERATE STRAPPING AND CONNECTION DETAILS FOUNDATION DETAIL 20PSF 130MPH - - 130MPH B SEVERE 3� TO HEAVY 3 scale: - 2 scale: 1 1/2"=1'-0" S1 .0 ISSUED FOR i j] 16,,11 I(n it II - . n 15'�9Yx POST UP API — 6 2022 BUILDING DEPT. i TOWN OF SOUTHOLD .tom: POST UP o, O (3) 2x8 HEADER U N (2) 2x8 HEADER L X12 POST UP STEE �-- CC U - STEEL �• C 0 MOMENT MOMENT C2� O FRAME FRAME U .9-- (SEE SHEET (SEE SHEET N A4.1) L ~I, A4.1) = U 0 HZ0 (2)-1 Jx9J,.. LVC SH N. ` 0 i i 0 (3) 2x8 HEADER POST UP O � 0 0, U N 0 (� (2) 1 ix11 n LVL DROPPED \ IGt\ T.0 , Rp PED 0 U i 01 "TS ,d2 N 0 4- _ � O W n \ J � J 9 ®16 O•C L` `14 > - �p15 D --- -- --_! - --- =5 o -- J ` X p C ` POST UP tt POST DN , 1 _J C14 11 Ne v - - -- J OS DN POST DN LU i (2) 1jx9j" LVL FLUSH (2) 1ix11j" LVL DROPPED \ POST UP V l I J �� , ✓ T UP Q PO T U \ �-- z o - -- --- - - - - _ ` FOUNDATION SHELF UJ(3) 2x8 HEAD POST UP & DN L �\ / 192��,43I4 U }, w POST DN POST DN ; ;r N 0 5, C14 W J �L J tL Ji POST DN P P p *`I ff r 12'-0n 14'—O—t/2n ,I r U Cr—On X /`�// X I r ,1 / N'Y UJ UJ N v Ir i� I r- , �� 2i1 x LVL FLUSH (2) 1�x11 j" LVL DROPPED I - __ L lL _J; \ 2x10 RIM JOIST (TYP) LLI o 1-1 ll (2) 1 Jx9 „ LVL FLUSH J L r Op�NIgZF � FOUNDATION SHELFLn J J L i r !!II C) J L POST DN r NOTE: _=-- STRUCTURAL FRAMING TO MEET OR EXCEED SAFE WORKING STRESSES BASED ON MINIMUM LIVE LOADS REQUIRED PER 2020 NYS RESIDENTIAL CODE (TABLE R301.5) TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) fry --- ilj USE LIVE LOAD Uninhabitable attics,,4,1thout storageb 10 Uninlfabttanie attics vvi!In limited storageb,g 20 1 ` Z , Habitable attics and attics served ter°ith 1ked stairs 30 _ Balconies(exterior)and deckse 40 21'-1" Fire escapes .10 00 22"0" Guards and handrailsd 200h o Guard in-fttl componentsf 5Ch LL �! Passencer vehicle garagesa 50a Rooms ether than sleeping rooms 40 0 � OU FIRST FLOOR FRAMING PLAN s�ceping rooms SO N 1 �:• Ira 40C LJL Scale: 1/4"=V-0" For SI: t Found per squafe foot=0.0479 kPa. t square inch=645 mrrr, i paLnd=4 45 IL a. Elevated garage floors sha,i be c-apabie of supporting a 2,000-puw-d lead aFplied aver a 20-square-Inch area. u. Un>nhahSatle at:�S h„thcut storage are those where the clear heigtrt bet.veen joists and raFeis is not more than 42 inst-,es. or~,here thefe are not tcro or racie adjacent trusses v:itn wet)ccnrlgur=,ris capable o°a,;onnn",odating an asswi.ad rectang}a 42 inches in height by 24 Inches.,n width, or greater, LL v,thin the plane of the trusses This lNe;ead need not be,assun-ad to act"recur€enLy vrth ar,7 oT,!-r,i e toad requiren-ents. c_ Individual stair treads shalt be designed for the unfornily disl;ibuted irve load or a 340-Found con:enlisted toad acting over an area of 4 square.riches,whicnever produces the yfaater sha:s es. d. A s.rgle concentrated load applied in any d'rechon at any pest along the tea. e. See Section R5137.1 for dears attached to e>,Aehor wa.Is. f Guard in-till components tail those except the handrail).balusters and papal filters shall to designed to hnthsaand a hortontaily appled norms!Ica•d of Sir paLnds on an area equal to 1 square foot T hs load reed not ce as_Lmad to act concurrently wilh any otnar I,ve load requirement ISSUED DATE: g. Uninhab,tab:e at.ics wilh limited storage are those~•,here the dear height betvreen joists and rafters is 42 inches or greater or•:there there are trio of m e adjacent trLsses v.Ith web con-igurations rapab,e of Lc,;.orurnM,aLng an a=surned rectar.gle 42 inches in height 4 24 niches in mclih-or greater,votnut 04.05.2022 (REV 2) the pane cf the trusses. The Eve Ioad need only be applied to those aort,rns of the joists or irL55 totteni chords vrhere all of the fdiuwir.g conditions are niet- t. The attic area is a:,cessed from an cperng not less Than Zv inches in w.cth by K inches in ler th that is ic:aied vit-iere the clear height in the wiic is not Less than 30 inches_ 2. The s;cpes of the joists or truss bottom chords are not greater than 2 Inches vertical to 12 units horcortai 3 Required insulation cepth is less than the joist of truss bottom chord member depth The remaining portions of the joists of truss bottom chords shall Ve designed for a unifornity aistrituted concurrent iive:cad of not less than 10 pounds per square foot h. Glazing used in handrail asseriaties and guards shall be designers with a safety factor of 4 The safety factor shall be applied to each of;tie ccn:,enlrated loads aj:pJed to the top cfthe fail, ar.d to the load on the in-fill compcnents.IT--se loads shall be Jeterrmned indepercent of one another, and loads are assumed not to cticur north any other litre load r: �E RE D ARC, �v�\ �R, FF�y/TF 01 S l . l ISSUED FOR PERMIT 9��OFINE��yO i � 3 \ (2) $94" LVL FLUSH POST DN E p T-3) 2x10" \ \ p _ ----- CONTINUOUS ol 6'-61, - _ HEADER CANTILEVERED BEAM STEEL (3) 2x10" HEADER - \ U MOMENT \\ \ I N V) FRAME STEEL - (SEE SHEET POST DN MOMENT �\` N �- I A4.1) ��"` ,,-'� \ U 00 FRAME (3) 2x10" HEADER (SEE SHEET (3) 2x10" HEADER ' \ I � � (3) 2x10 HEADERVN A4.1) F_'u - ----'---'- - - ------------------------ --------------------------- (2) 1x9 " LVL FLUSH ' N Op _ ---------------------------------------------------- , J \\ -Q oU O 2x6 JOISTS p \\ \J FLAT ROOF 6'- POST DN (2) 1ix11i" LVL o \ 2x8 COLLAR TIE POST DN (2) 1 jx11 4" LVL `\ ° \ Lu r 1 \^N 2x8 CEILING JOISTS I - ( Lo @16" O.C. POST DN I z Z 2x8 COLLAR TIE \ (2) 1 jx9�" LVL DROPPE LU (n POST DN � z POS 3: DN 2) $94" LVL FLUS W Lu (3) 2x10" HEADER \ \ I Lu O V) I- - - F I (2) 1 ix11 i" LVL (2) L F USH� ';� % » i N ANGLED N O \ \ \\ \ \ \ 0) I ( ( ( \ \ > ( ) 2x10" HEADER 5-5Y„ - -5X5 POST DN (2) 1 j"X11 J" LVL \` 2x6" RAFTERS ©16"O.0 I 2x8 COLLAR TIE I (2) 2x10" HEADER ---------------- - -- - - - - - - r-ir� -i r r 11 2x6 CEILING I I I I I i JOISTS I II I I I II I I II I (2) 2x8" DER i I II I Z x I i II I I Imo_ I I I I I PNII I 2 6 1C IL1 LL I I J01 S O:C. i � MN O I I I r o cn I- L XL _ 2) 2x8" HEADER O N (2) 2x8" HEADER 0 LL V) 2'-5" 17' 2" 2'-5" C) Z O U w V) SECOND FLOOR FRAMING PLAN ISSUED DATE: 1 Scale: 1/4"=1'-0" 02.08.2022 03.14.2022 (REV 1) `GRVD ARch'/T OF N� ISSUED FOR PE y'IT S1 .2 O U \ N E U -C 04 - - - - - - - - - - - - - - - - - - - - - - / U N N C �r-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- II I \ a) 00 U-) O _ _ IL , , 2X8 0\5 W II - Q � „ ER IN 2Xa30\5 N� 1 LIJ oC o LLWAY u � Cd z z III w 0 I it I � I I , - - - - - - - - - - - - - - - -- -- --- - - - - - J I I � I I I I I o I I I I I PN z Q I � � I I rrnn V - o L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I z ' I I < 0!� u L.L `n U F- F- Q ISSUED DATE: 03.14.2022 (REV 1) 1 ATfIC FRAMING PLAN czeD AR Scale: 1/4"=1'-0" C�"Co �9N 0 18 17 A y�Q" FoF NE`N S1 .3 ISSUED FOR PERMIT is / / rZ POST DN POPT DN SEE STEEL r -1 r -1 r 1 r r -I r �,.r r 1 r r I� r r r r r r - MOMEIJT FRAME 1 34,1 U SHEET #A4.1 2x RAFTERS STEEL MOMENT 6 O.C. r i ` _ (2) 1x11 RIDGE \ \ o FRAME — — — — — — — — — — — — 0 �/� , " t— �� O W5x16 I—BEAM — — - -- — — -- — - — — ! t RIDGE BEAM SEE SECOND N L_ OVERBUILDA TO STEEL FLOOR FRAMING '✓ —\ y,�- 'A J�` . - \ \ \ FOR COLLAR TIE � i LAYOUT —l`. J L J L J L J IL J L J L J L L J L J L J L J L J L J L L J. 2x8 RAFTER' / /�/ \\ Y' <`. ''! 1 ,..ice @ l/ U N (2) 1x9 RIDGE �� N ��_- L J L / :!/i, / L 4- r r J 11 O 2x10 RAFTER ~ j ©16'0.0 N W5x16 BEAM A\ERBUILD 0 D L N J \ (2) 1 jx11 j" RIDGE < < c \ \ i L Wr r \ I ( 1 r L J L U \ L J L J r r OST DN W 2x10 RIDGE BEAM ` 6Po / / �- r J L J rOn ` W L / x SEE SH'Eb \ �J W_ _W i M FRAMING \; I \ 2x10 RAFTER �- - - - - — _ I Ln VALLEY 1 4 p - POST DN UPPER ROOF J J I _ 1 I / _ J � - -- --- 2x8 RAFTER ®16"O.C N J L J � r - -- - - - - - - - -- -- - J L_-_ — _— - - - - - - - - - _ — — — - - 2)2x6 BEAM POST DN JI L �I r SEE SECOND 2x8 RAFTER ®1 "O.0 FLOOR FRAMING PINJI L FOR COLLAR TIE LAYOUT L CL z I n 2x4 LADDER (2) 2x8" HEADER LOWER ROOF Q 0 � N 1 ROOF FRAMING PLAN LL- Scale: 1/4"=1'-0" 0 I 0 ISSUED DATE: 02.08.2022 03.14.2022 (REV 1) F_ - - - - - - - - - 1 J L � r W U J L r� Q 0 '-I r M � ( I I J L x , r N J L RED q �R J BRFF ti'� s� Fcl a 2x4 JOISTS y c 0��171•Q� ��-�' 2 SHED DORMER FRAMING PLAN �QFN�w� SIA Scale: 1/4"=1'-0" ISSUED FOR PER �i