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HomeMy WebLinkAbout49770-Z rteTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY a BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES 'U"ti/ITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49770 Date: 9/22/2023 Permission is hereby granted to: Seremetis, Stephanie 3345 Private Rd #1 _......._ _ _. ........... vvv PO BOX 641 __ ...... ....... .. .... ........ .......wawa-..............._... East Marion, NY 11939 To: Construct additions and alterations to an existing single-family dwelling to include an outdoor shower and deck on grade, as applied for per SCHD approval. At premises located at: 3345 Private Rd #1 East Marion ITITmmmm SCTM # 473889 Sec/Block/Lot# 22.-3-8.2 Pursuant to application dated 9/6/2023 and approved by the Building Inspector. To expire on 3/23/2025,...... Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $781.20 CO-RESIDENTIAL $50.00 _. .......... Total: $831.20 Building Inspector � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 hilps://www.souttioldtowniiy.gov Date Received APPLICATION FOR BUILDING PERMIT C For Office Use Only L Ez PERMIT NO. 1 Building l nspe or: M7� "1AUG 2 5 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an B121'1 DIN X Owner's Authorization form(Page 2)shall be completed. TOW 1`5'10"( :1"i 1 Date:August 25, 2023 OWNER(S)OF PROPERTY: Name:Stephanie Seremetis =Crm 1000-473889 22.-3-8.2 Project Address:3345 Private Road 1 East Marion NY 11939 Phone#:609-619-2122 I Email:sest@novonordisk.com Mailing Address:3345 Private Road 1; PO BOX 641; East Marion, NY 11939 CONTACT PERSON: Name:Stephanie Seremetis MailingAddress:PO BOX 641 East Marion, NY 11939 Phone#:609-619-2122 Email:sest@novonordisk.com DESIGN PROFESSIONAL INFORMATION: Name:Dan Lansner Architect Mailing Address:133 West 28th St, #2C; NYC, NY, 10011 Phone#:212-273-9727 Email:daniansner@mac.com CONTRACTOR INFORMATION: Name:Stephanie Seremetis Mailing Address:PO Box 641; East MArion NY 11939 Phone#:609-619-2122 I Email:sest@novonordisk.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000 Will the lot be re-graded? ❑Yes iWNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single fam residence Intended use of property:Siflgle fam residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes RNo IF YES, PROVIDE A COPY. p Check Box After Reading: The owner/contractor/design professional is responsible for ell drainage and storm water issues as provided by Chapter 236 of the Town Code.APPUCAMON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or.Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(grin me):S1MMante Serellletl$ DAuthorized Agent Owner Signature of Applicant: ate: -/-j , STATE OF NEW YORK) SS. COUNTY OF ) being duly 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 w t day of U _ ,ZD., aary Public TRACEY L. ER NOTARY PUBLIC,STAlt OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.M llll Ift'O IN SUFFOLK,COUNTY (Where the applicant is not the owner) Cid EXPIFIES,JU14t30,ibai I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Scott A. Ri &a E0 STOI[ZI�WWA\T]ER , I��1[A\NA\�G 1EI� 1EN ]F SUPERVI 5 SOUTHOLDTOWNHALL- .{.fox YORK 11971 Town of Southold 53095 Main Road-SOUTHOLD, L Bullding Depart ent Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM —a ( APPLICANT INFORMATION TO BE COMPLETED � �� _ � r' D BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) til _APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: ST ? 1�' -1;;->1F Date: �_ signal x� Contact Information: J (mob 1 - ( ( �t Z12 ! L-glad 8 Telephone Numbed e a. 0W (S) _d �� — Pro ert Address / Location of Construction Site: S.C.T.M. #: 1000 • 1�3�8 1 District _.. . ����.�_ r 2- Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT " - - — ._ __ — — .m. — — — — — — — — — — — — — — — — — — — — — — — — — Area of Disturbance is less than I Acre. No S.P.D.E,S. Permit is Required ! p Project does Not Discharge to Waters of the State. No S.P.D.E.S. Per mit rs Re ulrec . - Area of Disturbance is Greater than I Acre & Storm-w ater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From NX.S. D.E,C. Prior to Issuance of a BLllldrrl Permit. - Area of Disturbance is Greater than I Acre & Storm,,vater Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of Ne\, York. THE APPLICANT MUST OBTAIN a S.P.D E.S. Permit through the Southold Town Engineerin Department Prior to Issuance of a Buildin Permit. q Revre�ved By: F'(1R M � CM('P T(1C (lrFnhai 7(1 I Q •�" VACANT SURVEY OF PROPERTY TOWN OF SOUTHOLD —... � ...... —..W 10°1o'iow SITUATED AT ROY K. REISSIG N 10°24'00" W N 09°39'30" W N 0 ~ EAST MARION, TOWN OF SOUTHOLD 158.30 R 29.19' 220.39'ELEV, SUFFOLK COUNTY NEW YORK JULY 9, ',0 , ELEv. 022 31.1 ABANDON �-- 31.0 SCTM#. 1000-22-3-8.002 ELEV...2....._�. � .._. ..�� EXIST. SYSTEM -0 5 TOP SOIL (PT) 4 . j 3.5' ORANGE BROWN SILTY SAND (SM) POOL VACANT 1-150' RADIUS FROM ' 50% 3.0' ORANGE BROWN SAND & GRAVEL (SP) EXPANSIO POOL 0 � PROPANE -10 N EXP M�� \� �DECK DECK TANK U.P. ti 3.0' BROWN SAND & GRAVEL (SP) ' � � HYDRO ACTION AN400 �� � '�"�---��`1:� �C� 17.0' �" TREATMENT UNIT 1D SER061 0' LE' RADIUS POOL 8� x 1��� �' � SEC FLOOR — IL T50' RADIUS FROM BORING � ^- OND , EFF. DEPTH I/A PANEL s ADDITION 7.0' LIGHT BROWN SAND & GRAVEL (SP) LEACHING 2� POOL NO WATER ENCOUNTERED DIRT DRIVEWAY SEA T TtO� CDZ13 WING WELL DWELLING " eco Q _ WELL WATER o POOL 108' TO 1 0 TREATMENT 7�91 TANK 2 STORY SINGL�FAMILY CN DWELLING LOT AREA: I WELL WATER FRAME DWEL ING j 130,639 SF (4 BED); est FL. 2,01'0 SF 2nd FL. 1,740 SF TOTAL: 3,750 SF j W/PART. BASEMEN 24 NO STORM DRAINS ON F.F. EL—._31:55 -Q 28 SUBJECT PROPERTY `� 00 Z\) ELEV. 23.1 KAYLEIGH'S COURT ELEV, d ,. � 835-92' 27.1 �� LS" 1 9"i0" E 0" S 13°27'40" E S 11 56 30 E S 11°15'i0 E 174.63' ��• ' PRIVATE ROAD 1 99°97 ' 15.00' 151.92' -�-- f W VACANT TRU „TIATINE . I� RT' IRATIGIl � REQUIRED. " " SUB IMITP.E. ( im �w� ' " .K" 7�o OR � I u� "le FOR INSTA � A l ; AND � TRU TW' N A 3 R ONLY M P OF '&l)11'a .jp°" , � �. �....�.. ,.«�. 1 +. """ A✓ ' ri a rc FOR ANAL R OVAL., S FORM M 3. UAA r I � .. . ..... .... . _u .. "_w .. . . ..�. I�T�E]L R . , P . E .FA�ASCOPE , 504 . 1" . IfRAR�FIR 0 A C�A F�_ . CONSULTING ENGINEER RT '„`° 94 STEUBEN BLVD., NESCONSET, NY 11767 existing T9�� ��°':T1T5TT�Submit system must bein �" ,� � (516) 317-7209 � " pace ith pmt � 0569SCALE DRAWING NO.i_5 . tFESS10N DATE 07-11-22 1"=50' A5scaEog5 EXISTING PROPOSED CAMPBELL SEREMETIS HOUS i 3345 PRIVATE ROAD 1 EAST MARION , NY 11939 East Marion .. Zoning Orient with Protected Lands s I ME n g Legend Zoning East Marion - HB HD LB ml MII R-40 ` R-80 Greenport N ° RR roc y Protected Lands - Green ort.Villa e HamletGenter _ 77 r v; ° .5 sr f — s+ `3 t Sheet Number Sheet Title A-101.00 COVER - - — A-102.00 SITE PLAN - NOTES A-103.00 NOTES DAN LANSNER, ARCHITECT A-104.00 DEMOLITION PLANS 133 WEST 28TH ST. #2C A-105.00 CELLAR PLAN NEW YORK, NY 10001 A-106.00 FIRST FLOOR PLAN 212-273-9727 A-107.00 SECOND FLOOR PLAN DANLANSNER@MAC.COM A-108.00 ROOF PLAN WWW.DANLANSNER.COM t A-109.00 REFL CLG PLAN +ELECTRICAL A-110.00 PLUMBING CAMPBELL - SEREMETIS HOUSE A-111.00 EXTERIOR ELEVATIONS-1 3345 PRIVATE ROAD 1 EAST MARION, NY 11939 A-112.00 EXTERIOR ELEVATIONS-2 i t' + j A-113.00 WALL SECTIONS AND DETAILS-1 A-11400 WALL SECTIONS AND DETAILS -2 A-115.00 DOOR AND WINDOW SCHEDULES COVER -j A-116.00 FIRST FLOOR DETAIL PLAN A-117.00 STRUCTURALI SEAL&SIGNATURE Date: 08/21/2023 A-118.00 STRUCTURAL aoe�r�9r•+rttej�r �Ae 13 At{ "i,, Project No:DL9167 A-119.00 STRUCTURAL 3 ,.` FGA ��fir 4� J. ! '. <" �► Drawing B DJL 21tr 4iK#{pin`s 1te > a � � 9 w CHK BY: �a t 0= R, 't!I „� ' Z C— s Sv "' DWG NO: � ��r�i €fiar it,a �s t4�� 5 � e t u�� g �i !_Y._N '�w_2.��n �� +(ri`�r'�� lw�-� �.v�:� .5► �► A- 101 .00 Al e 00 TRENDERINGS O oWo 25 00 ... It.€TERI„R -710NIS-1 [—�tKi£Sf�►��-Qt ��o* -- _ �'°'�sararr�rre®bid► JOSHUA R. WICKS P . L. S . 5vpvEy or PPOPEPT ' S wir SURVEYED BY:J.R.W. DRAWN BY:1.R,W. JOB NO.:JRW22-0042 rA5rMA ON, im a soman P.O. BOX 593 SIE�aK CalNri NSW YOM Center Moriches, N.Y. 11934 JoshuaRWicks@gmail.com t #631-405-8108 5iffolk Cat* fax Map No,: N 75-12'50" ' GRAPHIC SCALE 1000-O2Z,00-03.00'003,002 2ja 79' 0 2 2 3 () (z) (50) (zoa) (zoo) PAT sI+., C� 69'S2130� �,� fin.02/I6/2022 V J L _'.I ~ 5c&. :l"950' la `r s;w: 1 zF't I CO t'...µR F11, Y ) ti t 71.GI S N 75012#50*' E o 1 , ' 88.17' �' SJIAI{'14r TL'I,F.Y w 210.78 4 i bfAF' OF ,�O// `1� TAX IAT N 69,52 poll J,OT t I M 1 cp e <J dlgp l VA 3 J I Q tT ~ I�UtJI . I _ - w tm44v W�1•�t�m'.z..�.,�w.:e::- ( �`• 1. h HSI. .................. 1 ( 1 ko Li to ) . I r( MATCHNEW roOD DECK EXISTING.TO ae t ............ *G { 1E �0 I 1 11 i w 75-0 �. rfire pleO�'.......... I 2 3 C . 1 R�C •~:� .. ........................... NEW Cq PORCH F)IY„ �•o PROP t r� (/1 34 6 co JAW 1 64.8' > ! o y 23 no' O �� v, ��Rtt2 1 i rI)ECK r ;7.6 74.3' ' 1� STY. Pte+ -.—J."g C1c. F�33455 - -• _ .. - � � .... 1 ��I vi 1 FL- C3a,ss 1 CA r' 1 w 1O11ER MOGL�6S.66• F I to I [.- t 34.6' t cli Cd roe 29A CV e o e'ry I q nl "j 2&' C 1 r M �^ 1 �� I C CY) Cg n 1 I Cn F ,............ 1 I � o ( I o I � 1 i w _......... ! I I Q + .... } _ 3 1 I rn 1 i co - M 1 Q p O its � I I �. cJ 1, "., e. off - ° P.an"w ..:-.�.......__._.. 1 2t.�.. o� 1 c aj0" 0. � I •''••-.. _.... .• < w77057'00" 310.98' 1 .-`.`...."......K S 77 57 00 TT _ 1 I II � 1 I M D €� ; 1 ( COO d y O b e °� °' ----- '-'�—kms---- '----- ----- � '� c' DAN LANSNER, ARCHITECT o ---- Tnx nor e.1SITE PLAN 133 WEST 28TH ST. #2C S 77057'00" W 310.98' o i Scale: 1" = 50'-0" NEW YORK, NY 10001 212-273-9727 DANLANSNER@MAC.COM LOT AREA WWW.DANLANSNER.COM rX 1,30,639.41 S.F. 3.00 ACRE(S) CAMPBELL - SEREMETIS HOUSE i 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 I NOTE: ,� - N i ��pF NEw, ALL WALKS, WALLS SNOW COVER AT TIME E OF PATIOS NOT SHOWN + `` ( ��o�_\N R O�� HEREON NOT GUARANTEED SITE PLAN - NOTES. w I 11` SEAL&SIGNATURE Date: 08/21/2023 V F !� Al, 5 n>�` •tF+'.f D/+Rn��i,, Project No:DL9167 �L l *. ALL ELEVATIONS REFER TO NAVD88'DATUM � �C � �F °• 05102 •a° � I sF0 LANDL J. 1.'j j'��, Drawing By: DJL ' cP ,6 t CHK BY: E,C{ lkt DWG NO: (t} UNAUT+lOR7ED AITERPTION CP AOO•TICN TO TMS SURVEY MAP REAPING A t10ENSf.^. tANO $cP'd'�OP-S SFA? IS A VOLATION OF'SECTION 7209• SU3-D^GSfON 2, OF NEW YORK STATE E]LCATfON LAW. (2) ON:Y P.OUNOAPY SUPvEY MAPS WITH THE SI}RaER:P'S FVRESS D VEY a SEAL APE Of tL)WE TP:E AAD COP-CT COPTS OF THE SURVE'IOR"S ORIGINAL WORK AND OPINION 3) CFPT!'':"ATIO^- ON THIS DOU'OM" S: SCOPE OF WORK 9. Contractor shall familiarize himself with the project 13. Any piles must be certified for bearing capacity by and consult the architect with any discrepancies prior to GENERAL PLUMBING NOTES others. WOOD FLOOR SPECIFICATIONS 1. Prepare site per site Plan. starting work. Contractor shall verify all conditions and 1. Plumbing fixtures shall be of type and manufacture 14. All prefabricated trusses to be engineering by 1. New wood floors to be select grade white oak, rift 2. Demolish existing roof sections as shown dimensions in field prior to starting work. approved for use In New York Stats. licensed professional engineer. sawn 5"wide,3/4"thick boards, no less than 24"in length. 3. Construct new house structure per Dan Lansner 10. Do not scale off the drawings.Written dimensions 2. Plumbing contractor shall arrange and obtain 15. Framer is to ensure that all floor members do not fall 2. Wood floor to be tongue and grooved and Architect and Condon Engineering drawings and take precedence over scaled dimensions. It is the intention inspections and required sign.offs. directly beneath plumbing drops. end-matched.Wood to be kiln-dried before milling.Air-dried specifications. of the drawings to provide for a complete job in all respects. 3. Domestic hot water pipes Nithin insulated wall,joist, g 4. Septic and mechanical systems by others 11. Contractor shall pay for and obtain all necessary etc.cavities to be insulated. flooring will not be accepted. work permits. ENERGY NOTES 3. Wood flooring to receive penetrating staining prior to sealing.Staining shall be dry prior to the application of the 12. Before commencing the work,the contractor shall 1. 1. Exterior doors U=.40-max.Windows and all glass sealer.Stain color to be determined by Architect. Samples GENERAL NOTES file all required Certificates ZIf insurance with the Owner. GENERAL STRUCTURAL NOTES U-.58 max. will be required for Architect's approval. 1. The contractor shall give all notices and comply with 13. The contractor shall coordinate his work with all local 1. All interior partitions to bear on double floor joists. 2. All fireplaces to be provided with a damper for 4. Use high-built non-yellowing floor finish with high all laws and ordinances, rules, regulations and lawful orders utilities having jurisdiction. 2. All concrete to have a minmum strength of 3000 psi outside combustion air. 150-200 cfm flue to have tight solids and viscosity that can produce a high gloss with of any public authority bearing on the performance of the 14. The contractor shall be responsible for the protection at 28 days except exposed slabs,garage slabs and steps scatted damper-max.air leakage 20 cfm. multiple coats and designed for floor application as work and shall promptly notify the architect if the drawings of all conditions and materials within the proposed and porches to be 3500 psi.Concrete is to be 3000 psi on 2 3. It shall be the responsibility of the Contractor to recommended by flooring manufacturer. Must be urethane, and specifications are a variance therewith. No work is to construction area.The contractor shall have the sole ton per square foot soil bearing ca3acity.Verify soil bearing submit the size,design and type of mechanical systems minimum 3 coats. commence until plans have been approved by all responsibility of any damage or injury caused by or during capacity in field. which will be used In sufficient detail as is required by the 5. Install wooder manufacturers recommendations. departments and agencies. the execution of the work. 3. Double frame around all openings,under parallel building department. Level wood to a tolerance of 1/8"in 10'-0". Provides ace as 2. All work is to conform to the 2007 Residential Code 15. Provide smoke and carbon monoxide detectors per partitions and under bath tubs. 4. All thermostats shall be adjustable 45-75 de reesF indicated by manufacturers instructions at walls and other of New York State.All codes and regulations of New York NYS Building Code.lnstall hardwired combination 4. All framinglumber is to be Douglas-fir#2 fb= 1150 for combination heating and cooling thermostats thegran a terminations of flooring.Covers aces with bases and trim State shall govern over all construction and installation. smoke/carbon monoxide detectors in all I !bedrooms and psi, E=1.4m sig g g g g P 3. All construction shall be in accordance with the one on each floor level including the basement! ! p P shall be 46-85 degrees F. per Architect's plans. Nail baseboard of wall and shoe requirements of the NYS Energy Conservation Code, latest interconnected throughout the house. ! l 5. All headers and girders to be Douglas-fir#2 fb= 5. Combustion equipment for space heating and water molding to baseboard rather than to floor. 1250 psi, E=1.7m psi heating shall have a minimum combustion of 75%and shall 6. Allow flooring to acclimate 10 days before sanding. edition at the time of permit approval. 16. Prefabricated fireplaces and flues to be UL 127 6. Where headers are not specifically called out on have standby losses less than the code specified maximum Machine sand with corse medium and fine grades of 4. All electric work shall conform to the latest revision approved. plans,provide headers over all windows,doors,archway based upon actual equipment size. sandpaper followed by disc sanding with 000 sandpaper. of National Electrical Codes, local codes and Underwriters 17. Provide dampproofing at all foundation walls. openings etc,as per the header schedule.All headers not 6. Insulate all pipes and ducts per code. After cleaning with power vacuum, proceed immediately with Requirements and be performed by a licensed and insured 18. Exterior doors and windows to be insulated glass. noted are to be(2)2 x 12.All heacers V or longer must have 7. Water service temperature controls shall be set at finish process. electrician. Any door or window with glass less than 18"above the floor, double support studs. 140 degrees F max. 7. Do not cover with Kraft paper or any other materials 5. All plumbing work shall conform with NYS Building the glass shall be tempered.All exterior windows and doors 7. All lumber and plywood must be grade-stamped. 8. All lavatories and showers shall be equipped with until finish reaches its full cure,after 6 or 7 days. Codes,County and Local Health department requirements to meet a minimum design pressure of 50. 8. Solid blocking is to be installed in floor systems devices to limit hot water flow to a maximum of 3 g.p.m. 8. Only water based stains,sealants and finshes may and shall be performed by a licensed and insured plumber. 19. Openings for emergency use shall include doors or beneath all structural posts where loads are to be transferred @60psi pressure. be used. All plumbing work to be in accordance with required water operable parts of windows located as to provide to headers,beams or other members below. conservation requirements. unobstructed egress to legal open aces. ! !Such openings 9. HVAC cooling equipment shall be rated in 9 9 P P9. Laminated lumber to be G„orgia Pacific G-P LAM 6. All kitchen and baths to have exhaust fans per NYS shall not impede egress in an emergency and shall have a accordance with table 4-6 of the Energy Code;min EER P 9 9 Y LVL 1.8E series(or equal). Laminated lumber to be full span Building Code. minimum area of 5.7 SF with a minimum height of 24"and a members to locations indicated on plans-no splicing (efficiency)shall be as specified in tables 4-8,4-9,and 4-10 7. General Contractor shall defend, indemnify and hold minimum width of 20"with bottom of the openings no higher permitted. Laminated lumber is no,to come in contact with of the Energy Code. GENERAL CONSTRUCTION NOTES harmless the architect and their agents and employees from than 44"above the finished floor in all above grade stories. concrete. In basement girder locations,provide bituminous 10. Thermal transmittance values shall not be greater 1. All interior crown moldings to be plaster per profiles all claims,damages,losses and expense including but not (First floor windows opening onto grade could be 5.0 SF mastic protection all around beam pockets. Multiple beams than the values tabulated in table 5-1 of the Energy Code. specified on plans. limited to attorney fees arising out of or resulting from the minimum).All habitable spaces must meet this requirement. to be fastened together as per manufacturers specifications. 11. All materials capable of absorbing moisture shall be 2. All millwork to meet following specifications: performance of the work provided that any such claim, 20. All interior finishes to be selected by Owner if not 10. All steel to be ASTM-A36,painted and to bear on protected by a vapor barrier located on the winter warm side a)Cabinet exteriors to be paint grade MDF unless otherwise damage,loss or expense: specified on drawings. steel columns as indicated on the plans. Bolts as noted of insulation. specified,factory primed for field paint. (1)is attributable to bodily injury, sickness, disease or death 21. G.C.shall guarantee his work for a period of one (A307),welds-E70XX,reinforcement ASTM gr.60. Steel flitch 12. Insulation shall be installed in a manner that b)Cabinet interiors to be maple veneer-MDF core,with or injury to or destruction of tangible property(other than the year from the date of completion. plates to be ASTm-36 and to bear Dn wood posts as provides for continuity of insulation at plate lines,banned work itsel including the loss of use resulting therefrom and P P clear finish. �• 9 9 22. The contractor shall be responsible for adequately indicated on plans and to have solid blocking down to joists and corners. c) Door hinges to be concealed European hinges. (2)is caused in whole or in part by any negligent act or bracing all work during construction against breaking, foundation walls.. Flitch plates areto be bolted as per flitch d)Construct all cabinets according to AWI Premium Grade omission of the contractor,any subcontractor,anyone collapse,distortion and misalignment according to all codes, plate bolting schedule provided on plans as applicable. Standards. e)GC to verify all dimensions in field and provide directly or indirectly employed by any of them or anyone for standards and good practice. 11. All floor or ceiling joists which attach to flush ARCHITECTS STATEMENT shop drawings for Architect's approval. whose acts any of them may by anable regardless whether 23. The installation of all materials and products shall headers,beams,or other members are to be installed with I, Dan Lansner Architect,state that to the best of my f)All drawers, unless otherwise noted are to be on or not it is caused in part by any party indemnified meet all manufacturers requirements. metal joist hangers. knowledge, belief and professional judgement that the plans under-mounted heavy-duty full extension slides(Accurate or hereunder. 24. Provide 3 hour fire rate fire-stopping(colored red) 12. Bridging to be either solid,l"x 3"or 18 ga. and specification contained in these drawings comply withe equivalent).Any substitutions to be approved by Architect. 8. Architect is not engaged for supervision or per code requirements at all vertical penetrations cross-bridging, not to exceed 8'-0"O.C..All joists and rafters the NYS Energy Conservation Code. Refer to REScheck g)All decorative cabinet hardware including pulls to be inspection in any capacity.An engineer has not been are to be bridged at 8'-0"O.C. Interior bearing walls are to Compliance report filed as part of the building permit provided by!Owner. engaged for construction supervision or inspection.The be blocked at 4'-0"O.C. application,attached to these construction documents. y architect and engineer will make periodic visits to the site. PP 3. All closet interiors to meet the following specifications: a)Construct all closet interiors to meet AWI Premium Grade 1 Standards. Generated by REScheck-Web Software b)GC to verify all dimensions in field and provide shop drawings for Architect's approval. -�' c Closet interiors to be minimum 3/4"think plywood with Compliance Certificate � , : I X4:4 ) PYw 40 maple !veneer.All exposed edges to be solid maple. Finish to be clear!polyurethane. Window is wood Frame 10 0.310 0.320 3 3 d All drop front shelf edges and end panel caps to be solid SHGC:0.32 ) p g p p Window 8:Wood Frame 18 0.310 0.320 6 6 maple.e) Closet poles to be provided by GC. Finish to be Project Campbell-Seremetis Residence SHGC:0.32 satin nickel. Southooldld,,New York Wall 3:Wood Frame,16"o.c. 236 20.0 0.0 0.059 0.060 14 14 Location: Southold,Energy Code: Wall 4:Wood Frame,16"o.c. 360 20.0 0.0 0.059 0.060 18 19 Construction Type: Single-family Door 5:Solid Door(under 50%glazing) 30 0.390 0.320 12 10 Project Type: Addition Door 4:Solid Door(under 50%glazing) 21 0.390 0.320 8 7 Climate Zone: 4 (5572 HDD) Wall 5:Wood Frame,16"o.c. 64 20.0 0.0 0.059 0.060 3 4 Permit Date: Window 9:Wood Frame Permit Number: SHGC:0.32 5 0.310 0.320 2 2 Construction Site: Owner/Agent: Designer/Contractor: Wall 6:Wood Frame,16"o.c. 96 20.0 0.0 0.059 0.060 4 5 3345 Private Road 1 John Condon Door 6:Solid Door(under 50%glazing) 21 0.390 0.320 8 7 East Marion,NY 11939 Condon Engineering 1755 SIGSBEE RD Wall 7:Wood Frame,16"o.c. 64 20.0 0.0 0.059 0.060 3 4 MATTITUCK,NY 11952-3361 Window 9:Wood Frame 5 0.310 0.320 2 2 6312981986 SHGC:0.32 condoneng@optonfine.net Floor 1:Steel Frame,16"o.c. 96 19.0 0.0 0.058 0.047 6 5 Compliance Statement: The proposed building design described here is consisteit with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has ben designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply wit mandatory requiremeits listed In the REScheck Inspection Checklist. Compliance: 2.5%Better Than Code Maximum UA: 200 Your UA: 195 Maximum SHGC: 0.40 Your 5HGC: 0.33 1 ..1f.� /�- The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. _ ;,q xJ +.J. CCA /�/J{/�J1P ems.. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Name-Title Date Envelope Assemblies i"I101111M WI oil t 1.11111 DAN LANSNER, ARCHITECT 4 F133 WEST 28TH ST. #2C W - .y .a.. ... NEW YORK, NY 10001 Ceiling 1:Cathedral Ceiling 855 49.0 0.0 0.022 0.026 18 22 212-273-9727 Skylight 1:Wood Frame DANLANSNER@MAC.COM SHGC:0.40 19 0.550 0.550 10 10 WWW.DANLANSNER.COM Ceiling 2:Cathedral Ceiling 96 49.0 0.0 0.022 0.026 2 2 Wall 1:Wood Frame.16"o.c. 236 20.0 0.0 0.059 0.060 9 10 CAMPBELL- SEREMETIS HOUSE Door 1:Glass Door(over ver 50%glazing) SHGC:0.32 35 0.310 0.320 11 11 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 Window 1:Wood Frame SHGC:0.32 4 0.310 0.320 1 1 Window 3:Wood Frame SHGC:0.32 li 0.310 0.320 3 4 Window 2:Wood Frame g 0.310 0.320 2 3 SHGC:0.32 NOTES. Window 4:Wood Frame SHGC:0.32 18 0.310 0.320 6 6 Wall 2:Wood Frame,16"o.c. 360 20.0 0.0 0.059 0.060 14 14 SEAL&SIGNATURE Date' 08/21/2023 Door 3:Solid Door(under 50%glazing) 21 0.390 0.320 8 7 �,�' ','I��y Project No:DL9167 Door 2:Glass ass Door(over 50%glazing)32 ARC T : 35 0.310 0.320 11 11 Window 6:wood Frame J. t IHyJ ,,.r Drawing By: DJL SHGC:0.32 35 0.310 0.320 11 11 v� p"`f .�2 v CHK BY: .. DWG NO: h Project Title:Campbell-Seremetis Residence Report date: 08/20/21 Project Title:Campbell-Seremetis Residence Report date: 08/20/21t ' ' �: = A- 1 0 Data filename: Page 1 of 2 Data filename: Page 2 of 2 h 4 014602 , ' ``%w , -T sr��wtooOttoi� CAREFULLY REMOVE THIS I I I 1 PORTION OF TIN CEILING FOR I I NEW BEAMS BELOW EXISTING 1 I 1 , / / 7-7,\ \' , I KEY SECOND FLOOR JOISTS. (ALL OTHER SECOND FLOOR 1 I I /\ / / h ' , I EXISITNG WALL .. 1 i I i I' STRUCTURAL WORK TO BE DEMOLISH ACCESSED FROM ABOVE TO PRESERVE CEILING) 1 REMOVE i 1 O 1 \u'�' EXISTING WALLS - 1 I , x\ , I SEE STRUCTURAL `� \ /\,/y DRAWINGS / \/o/ r- 1 I I ' / ' / ' � _-REMOVE EXISTING /�//> BATHROOM FIXTURES 1 2 9 m ; / REMOVE EXISTING CABINETS J1.44* REMOVE EXISTING WINDOWS rJ FIRST FLOOR - DEMOLITION f 2 SECOND FLOOR - DEMOLITION Scale: 3/16" = 1'-0" Scale: 3/16" = 1'-0" 1=-DEMOLISH WALL _—='='-=DEMOLISH WALL ------- REMOVE EXISTING SKYLIGHT REMOVE EXISTING ROOF --� FOR NEW FRAMED ROOF I 1 1 i DAN LANSNER, ARCHITECT 133 WEST 28TH ST. #2C NEW Y02 2� NY 27319727 `- DANLANSNER@MAC.COM WWW.DANLANSNER.COM 1 � ® CAMPBELL- SEREMETIS HOUSE ! 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 1 1 � DEMOLITION PLANS. SEAL&SIGNATURE Date: 08/21/2023 Project No:DL9167 .��^ •,,,E�...n �'q��'I+,ego ` �\�L J.��q S 1•�'e'''.+ Drawing By: DJL CHK BY: r. z DWG NO: ;n n; ` A- 1 04 .00 M., ROOF PLAN - DEMOLITION ��• ••�=� "�'� 3 Scale: N�• ww. N 2'-4" 3'-6" r , o o 8'-6 3/4" o v 8" 7'-6 1/4" co 4'-11" 0' KEY EXISITNG 1777,77,7, / NEW Mj r——-i L _ J I I I I I I I I C) ® - 1 0 I 1 1 ----_J -----� I I I. ! ! I I i ® I I I I DAN LANSNER, ARCHITECT —_ 133 WEST 28TH ST. #2C 0 NEW YORK, NY 10001 1 I —— 1 212-273-9727 DANLANSNER@MAC.COM i I WWW.DANLANSNER.COM I I CAMPBELL - SEREMETIS HOUSE 3345 PRIVATE ROAD 1,EAST MARION,NY 11939 NEW PIERS COLUMNS CELLAR PLAN. ® O I AND FOOTINGS. j SEE STRUCTURAL --=- SEAL&SIGy�TaldFifa*tpj Date: 08/21/2023 �.`�,�`�j04'��Rry�'f's� Project No:DL9167 DRAWINGS • Q� \��J, Drawing BY: DJL Gi f✓.tea fi Z CHK BY: AR F /4" = L0"OOR w d DWG NO: CELL 4`0 }�6 'CE A- 1 05- 00 Scale: 11'- � 41Z ST NL rl- 014 02 ��$ r a°6osten1ss-4014, 1 � i NEW POWDER COATED ALUMINUM STAIRS SUPPORTED ON CONCRETE FOOTINGS. I I _00 I r NEW COLUMNS TYP- SEE 3-4" STRUCTURAL STRUCTURAL DRAWINGS I 2'L W-03-28 W-03-2 X KEY -08 R' o �177=7 EXISITNG WALL oM SEE 1 iNEW WALL ii;;:::,i;s DWG A-116.00 i:•- 0ElM V co O W ' Z CY) M V- o o I P 12 -1zo.00 10 � LIBRARY .......................................... .......... 121-71' rn ................... .........: 4 SEE KITCHEN PLAN Ld DWG A-116.00 . 15 i , \�,, 11 1 14 NO WORK PANTRY 0 r----.. STINZ3 BATH 19 120. 17 LO KITCHEN z ---------------- 18 D _ 0. � 3 -120.00 2 4===� --► LAUNDRY - - 1 lr 1 2 3 4 -- i �n A-120.00 m r m o� i SEE SITE PLAN NO WORK +IBAREW SINKTERAND CABINETS ( EXISTING MASTER BEDROOM NEW OPENING a NEW EXPANDED OPENING LANSNER NEW WALL INFILL � 0 � DAN , ARCHITECT 133 WEST 28TH ST. #2C LIVING NEWYORK, NY 10001 " - 212-273-9727 I 11H+ I liffli DANLANSNER@MAC.COM WWW.DANLANSNER.COM EXISTING CAMPBELL - SEREMETIS HOUSE POOL ( 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 NO WORK FIRST FLOOR PLAN. EXISTING VESTIBULE SEAL&Sig jyA�iffi�++++��� Date: 08/21/2023 OUTDOOR+ff ,``�`C`SjtnIED ARC SHOWER yiTw Project No:DL9167 k i �� �F. ww * P�� �y � .w Drawing By: DJL p �l< ,-,-.;-, � •C ,��� CHK BY: != w DWG NO- 0.FLOOR PLAN No of a6°� � ,`i` A- 1 06 .00 Scale: 1/4 = 1 -0" ������it���+` GENERAL ROOF NOTES: EXTERIOR TRIM NOTE: 1.ROOFING SHINGLES SHALL BE ASPHALT ROOFING 1.EXTERIOR TRIM IS PAINTED CEDAR OR AZEKAS ALTERNATE. " SHINGLES TO MATCH EXISTING OVER CEDAR BREATHER 2.ALL PROFILED TRIM+COLUMNS AS SHOWN- + ON#30 FELT OVER 314"APA RATED SHEATHING. 3.ALL END CUTS SHOULD BE PRIMED BEFORE INSTALLATION,TYR 2.AT ALL EAVES,ROOF EDGES AND CRICKETS,PROVIDE 4.ALL MITERED CONNECTIONS TO BE BISQUITED AND GLUED,TYP. M 3'1 WIDE RUBBERIZED MEMBRANE ROOF PROTECTOR LIKE"ICE AND WATER SHIELD". FLASHING NOTE: xa 3.PROVID RUBBERIZED MEMBRANE ROOF PROTECTOR LIKE"ICE AND WATER SHIELD"AT ENTIRE SURFACE OF 1.PROVIDE FLASHING AT ALL ROOF TO WALL,TERRACE TO WALL AND ROOFS WITH SLOPE 3 IN 12 OR LESS. PATIO TO WALL CONNECTIONS. 4.RIDGES SHALL BE CAPPED WITH ROOFING SHINGLES. 2•ALL EXPOSED(VISIBLE)FLASHING TO BE COPPER.BLIND FLASHING 6.ALL VALLEYS SHALL BE"SADDLE FLASHING"TYPE. TO BE MEMBRANE TYPE. INSTALL COPPER"W"VALLEY FLASHING 12"(MIN.)EACH 3.ALL TERRACE TO WALL AND PATIO TO WALL FLASHING TO BE SIDE,OVER 36"RUBBERIZED MEMBRANE SELF-ADHEARD VYCOR V40 BY GRACE. WATERPROOFING AS PER CEDAR BUREAU SPECS. 4.ALL EXTERIOR WALL WINDOW AND DOOR OPENINGS TO RECEIVE INSTALL FELT BETWEEN ALL DISSIMILAR METALS. SELF-ADHERED FLASHING VYCOR V40 BY GRACE.INSTALLAS PER 6.GUTTERS SHALL BE 5"OGEE STYLE ALUMINUM W/LEAF MANUFACTURER SPECIFICATIONS. , ,+ PROTECTION SCREENS,WITH FACTORYAPPLIED FINISH, COLOR TO BE DECIDED.INSTALL WITH FACE MOUNT FLAT(LOW PITCH)ROOF TO BE EPDM ROOF. BRACKETS AND INSIDE GUTTER STRAPS.LEADERS SHALL BE 3"X 4"PLAINRECTANGULARTYPE. PROVIDEALLNECESSARYHARDWAREAS REQUIRED FORA COMPLETE SYSTEM.INSTALL FELT BETWEEN ALL DISSIMILAR METALS. I I I 2 ROOF VIEW 3 ROOF VIEW I I I I I I I I I I I I I I I I I I I I I I I I I .u, ' I m i ROOF VIEW 61 RV TYPICAL WOOD PERIMETER 4 FASCIA WITH ALUMINUM COPING SLOPED TO DRAIN INWARDS . ❑ 2 Rv NEW W FLAT OOF. SEE ND FL PLAN i i NEW SINGLE PLY EPDM FLAT ROOF s ROOF VIEW OVER LAUNDRY Ir DAN LANSNER, ARCHITECT 133 WEST 28TH ST. #2C NEW YORK, NY 10001 \ 212-273-9727 DANLANSNEROMAC.COM WWW.DANLANSNER.COM DEE CAMPBELL - SEREMETIS HOUSE EXISTING 3345 PRIVATE ROAD 1,EAST MARION, NY 11939 POOL NEW SOLAR PANELS BY OTHERS ROOF PLAN. SEAL 8 SIGNATURE Date: 08/21/2023 "v.rE0 /IRS+��iProject No:DL9167 Q'" E� J. Lq4; +�� Drawing By: DJL CHK BY: r DWG NO• a - A- 1 08.00 0-7ROOF PLAN0 01460 n _ r rr Scale: 3/16 1 -0 I I I I I I I I I I I 1 I TO El KEY _EDR€30bk#2-- L1 Q L7 TYPICAL RECESSED LED CEILING FIXTURE-BATHROOM L20 L2 TYPICAL RECESSED LED CEILING FIXTURE-KITCHEN/BEDROOM ❑ — — ATTIC STORAGE gpp EAST L3 11 L3 TYPICAL SCONCE cD +8'1 CLG HT L4 •ryI """ LqTYPICAL � 1/2'GYPBD. L4A����L4A TYP SURF MTD CEILING FIXTURE-BEDROOM/HALL/DINING SM KE 2 L5 0 1.5-PENDANT FIXTURES NEW LEVRAN QUAD OUTLET Q• LG HTBATHR L8 L8-UNDERCABINET LIGHTS v__ awo4 AINTED 1L7 L7-UNDER LICK LKiHTS NEW LEVITAN"UNIVERSAL"DIMMER SWITCH _ YP BD M N t8---• LS-COVE LIGHT-SEE DETAIL NEW TV CABLE _ --- �... am INTE RNE®— NEW INTERNET CABLE � SMOKE/Ct� EWWALL-MTD COMBINATION CO2 SMOKE DETECTOR. ES B)L RK ELECTRONICS MODEL SC6120B. _ PAINTED R _ — D 18 ! ! ! AL WAY _—- ' --- W-03-28 W-03-28 — ' NEW BEAMS-SEE o D-08 STRUCTURAL +a' "CL HT PAINTED BE R M Cl) - DRAWINGS AND 1/2' YP 9 ARCHITECTURAL DETAILS. a` O NEW LIG r� HTS M ^ININ �r R D — I JAD MOKE/C 0 --' -- --__ - . D NO WORK I PAN RY -- io - STI BATH o ti „ TCHEN I S TH S' K _ NEW LIGHTS Cn D 'D II II I L __J i 02 0ON SED FLOOR REFL CLG PLAN Scale: N - 1 -0 NO WORK - EXISTING MASTER BEDROOM DAN LANSNER, ARCHITECT O 133 WEST 28TH ST. #2C LIVING NEW YORK, NY 10001 212-273-9727 ®' DANLANSNER@MAC.COM WWW.DANLANSNER.COM CAMPBELL - SEREMETIS HOUSE 3345 PRIVATE ROAD 1, EAST MARION,NY 11939 ,�. NO WORK EXISTING VESTIBULE REFL CLG PLANS UTDO SHOWER SEAL&SIGNA .0 Date: 08/21/2023 �GcSCE�AR�1fi�r��� Project No:DL9167 FIRST FLOOR PLAN REFL CLG PLAN `a\fLJ. LA"" �'-. Drawing By: DJL 5 CHK BY: Scale: 3/16" = 1'-0" � 09.00 -t M0 0146�Z � ,,� A- 1 NEW 2ND FLOOR BATHNEW 2ND FLOOR BATH 1 1 1 1 1 1 1 1 1 1 N N NEW ► NEW NEW NEW LAV WC - WC LAV 1 I I 1 1 1 1 I 1 1 I 1 1 I 1 21 1 1 I 1 2n , NEW ; 1 1 11 411 ' ; NEW 7, SHOWER SHOWER I 1 I 1 I 411 411 ; PLUMBING PLUMBING EXISTING BATH (NO WORK) -EXISTING HALF BATH (NO WORK) 1 1 _ _ LAUNDRY2„ - KITCHEN NEW WASHING ; iv iv LAUNDRY MACHINE NEW ' NEW NEW BAR SINK EXISTING EXISTING I EXISTING EXISTING ' ' SINK ; 1 ; SINK DW WC LAV WC LAV ; 1 ' 1 I I 2° 2" ' ' ' i i 2" , i i 2' , ' 211 4.. EXISTING 411 SHOWER 1 1 ST FL 1 1 211 I � 1 4" 411 411 PLUMBING GAS PLUMBING PLUMBING PLUMBING PLUMBING LINE BETWEEN JOISTS NEW PLUMBING SOFFIT DAN LANSNER, ARCH/TECT 133 WEST 28TH ST. #2C PANFRY _____ -_ 1 - r NEW YORK, NY 10001 212-273-9727 DANLANSNER@MAC.COM WWW.DANLANSNER.COM -- -k . =p_y CAMPBELL - SEREMETIS HOUSE - 3345 PRIVATE ROAD 1, EAST MARION,NY 11939 �_ HR NEW PLU ING' B PLUMBING. 1. CHASE - - SEAL&SIGNATURE Date: 08/21/2023 ,I,ININ11///j EiE R�M��� ERGO A �sii Project No:DL9167 Drawing By: DJL CHK BY. r_^ - DWG NO: s V11 T FLLG PLAN = �� `� '"� A 1 10 00 /4 - 1 -0 �3- '1'0. 0146°2 �£�.r NEW DOORS ngnry^ NEW BALCONY+RAILINGS 4 a� LJLJLJ � Ll f::::::] a0�❑ NORTH ELEVATION - EXISTING 2 �0—PTE��VAH TION - PROPOSED Scale: 1/8" = 1'-0" a1/8" = 10 NEW SOLOR PANELS V Ll ❑ ❑ Li IL-11 Lil u u ILI 5 S?—V�T HELEVATION- EXISTING sSOUTH ELEVATION - PROPOSED 1/8" = 1'-0° Scale: 118" = 1'-0" DAN L.ANSNER, ARCHITECT 133 WEST 28TH ST. #2C NEW YORK, NY 10001 212-273-9727 DANLANSNER@MAC.COM WWW.DANLANSNER.COM CAMPBELL - SEREMETIS HOUSE 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 (V T- r N EXTERIOR ELEVATIONS - 1 .IE 11 SEAL&� 10 Date: 08/21/2023 Project No:DL9167 yv 'awcnx� s'y�.` Drawing By: DJL c §t" CHK BY: dial•,, 3".,,i AC fA !WG NQ- 7 A T ELEVATION - EXISTING EAST ELEVATION- PROPOSED ► Scale: $ ted, ^- A- 1 11 . 00Scale: 1/8" = 1'-0" ✓ ', G'► �, STAB �rJflllfl0l4tid�,, -•• .11.11:11 lei RMON 0 • . - ��- ��:�� "—' `�� '�►1 iq1/Ifs � 1 ���� - .. i�■i' 111. _ ■��•�� �' .,i�tlll, �C / � ��1 ��� 1 1 Fw ■ ������IFWIm— _■__ r�-� ■■■ E ;. gill �I;:� ` ISI,ISI,_ ;� � �,.�� . -•..,-I, •- .••' /�i I� i:: r:� �=iu i \ �i ,� c, � .�i�•`\ \ � ��I� �i�v�I'/� Rol Ul 010 -_a�� �I 1�Ilil®I���� � 1 111 ��►�� ��• ■ ��� i IBJ ■ ■ � M i �-e 1 1 • � r f I I t " i w C gaol S � a I ({ • • • • 1 LIA ;_toy_ no Mith 1 1 • ill u;io ■■ _ ' ,r 1 . � . I MEN Mill I �� I/ •i.-61%o- o=10 �•r.�i::r.sir=•r_ai•: C`':S„ _—�..�.---. \ /'� i•..��� /���� � \ I�i •- r••-\ ILII I�-=-� � ��/�%�%`'I -- _-- —•— �� \ ' \ '� I; '!/ I i,''���. �I�\ ��I� i i`I✓i� 21 I■_liilfI i IliilYiiil�I Ir:� i••� 1 Ii11ii�i I ;�1► � ��•�� ' Q -- ,�a\ I�� U ■ � IIIIIII ��I� _�1��' ' Q . '��� ■/,�� LJL�L_1)_u��■� �����,�I�_� - �■ ��,,�.��ISI i y., y.x Liu Y — r i a Er e ti . p6 • s u. Y" 1 � G g • • Ll '101µ Yams • • • • r r t 191TATLOO• 1 • • • NMI I -■ SEE BALCONY PAVERS AND PEDESTAL DETAILS DETAILS ON 2ND FL PLAN DWG w o ' o • 1 69 (V s � r T1- — 11 (V N O r r T 1 r O �I 4 SECTIO - UNDRY + PANTRY �� LAUNPP T ROOM + DINING PORCH SECTION Scale: 1/4" :: V-0" Scale: 3/ -0" PAINTED WOOD FASCIA WITH ALUMINUM COPING SLOPED '-0" INWARDS SINGLE PLY EPDM OVER 5/8" SEE DETAIL 1 PLYWOOD. FASTEN,ADHEAR AND SEALANT (TYP) a) �`� INSTALL PER MANUFACTURERS o� INSTRUCTIONS BLACK PERIMETER 1, METAL DRAINAGE ' EDGE WITH HEMMED -- DRIP EDGE aaaDDD DDDDDo NEW 2 X 10 RR 16" OC y � 21- N � DAN LANSNER, ARCH/TE'CT 133 WEST 28TH ST. #2C 3.5 X 14 PSL NEW YORK, NY 10001 212-273-9727 N @MAC.COM DANLANS R E EXISTING 2 X RR OC WVYW.DANLANSNER.COM _ uJ CAMPBELL- SEREMETIS HOUSE 3345 PRIVATE ROADAD 1 EASTT MARION, NY 11939 2 � LAz z WALL SECTIONS W in x RIDGE SECTION AND DETAILS - 1 11JU W Scale: 1 1/2" = V-0" CO I— SEAL&SIGNATURE Date: 08/21/2023 SgERF0 Aft Cy�e Project No:DL9167 J. Drawing By: DJL CHK BY. DINING PORCH NORTH - 3 - k'; o A- 1 Scale /4" = 1'-0" ° +`" , �` 13 .0 O gyp,, Ako. 014602 FLOOR-CEILING STRUCTURE ACCOUSTICAL CAULK FLOOR-CEILING STRUCTURE TAPE&JOINT ACCOUSTICAL CAULK ACCOUSTICAL CAUL TAPE&JOINT x, "44 ................. ACCOUSTICAL CAUL 3/4"PRESSURE TAPE&JOINT E TREATED PLYWOOD 5/8"TOUGHROCK MOLD 5/8"TOUGHROCK MOLD 5/8"DENSSHEID SHEATHING GUARD FIRE RESISTANT GUARD FIRE RESISTANT TILE BACKER @ TILE CEILING TYPE X BOARD BY G-P TYPE X BOARD BY G-P 51/2" WOOD BUILDING PAPER STUDS @ 16"O.C. 0 5/8" i 3 1/2" 0 5/8* 0 5/8" 3 1/2" 0 518* -SEE STRUCTURE k 4 314" A 314" 1 DRY SIDE ZTILE SIDE 1ti 51/2"MR-FACED FORMALDEHYDE-FREE MOLD WOOD SHINGLES RESISTANT FIBERGLASS INSULATION WITH VAPOR 31/2"WOOD STUDS WOOD STUDS(SIZE VARIES) .4- BARRIER ON INSIDE,FACING @ 16"O.C. @ 16"O.C. GWD.MIN.R-21 5/8"DENSSHEID 5/8"TOUGHROCK MOLD TILE BACKER OR DUROCK GUARD FIRE RESISTANT CEMENT BOARD(P TYPE X BOARD BY G WET SPACES WITH TILE 01/2' 112' 5/8"DENSARMOR PLUS 1/2"SETTING BED HIGH PERFORMANCE 1/2"TILE INTERIOR PANEL 311/2"THERMAFIBER SOUND FIREGUARDD X 31/2"THERMAFIBER SOUND ATTENUATION BLANKET BY ATTENUATION BLANKET BY OWINGS CORING OWINGS CORING QUIETZONE ACOUSTIC BATTS QUIETZONE ACOUSTIC BATTS ROOM SIDE EXTERIOR OR JOHNS MANVILLE OR JOHNS MANVILLE SOUND CONTROL BATTS SOUND CONTROL BATTS BASE-SEE MOULDING 31/2"WOOD STUDS BASE-SEE MOULDING 31/2"WOOD STUDS SCHEDULE @ 16"O.C. SCHEDULE @ 16"O.C. FINISHED FLOOR,SEE PLAN COUS.SEALANT FINISHED FLOOR,SEE PLAN A ACOUS.SEALANT FOR TYPE AND FINISH FOR TYPE AND FINISH BOTH SIDES,TYR BOTH SIDES,TYR >< 0 5/8"* 51/2" 118- 6 7/8* < INTERIOR PARTITION @DRY SPACES INTERIORPARTITION @ .WETSPACES.1 /TILETYPICAL PIC ALEXTERIOR WALL W/51/2" STUD>311z"WOOD STUDS C 16"O.C. 311z'WOOD STUDS @16'O.C. >5112"WOOD Se16O.C. NOTE: N E 5/8"TOUGHROCK MOLD GUARD FIRE RESISTANT TYPE X BOARD BY G-P IN 1.AT WET SPACES NO TILES: ALL DRY AREAS USE 5/8" DENSARMOR PLUS HIGH PERFORMANCE FIREGUARD X BOARD 2.AT WET SPACES WITH TILES: USE 5/8" DENSSHEILD TILE BACKER BY G-P OR DUROCK CEMENT BOARD BY USG TYPICAL SECOND FLOOR CONSTRUCTION 3/4"FINISHED FLOOR OVER WATERPROOF SOJND INSUALTION 3/4"PLYWOOD SHEATHING GLUED AND NAILED TO DUROCK BOA2D SECOND FLOOR JOISTS AS NOTED ON SECOND FLOOR FRAMING PLAN LATICRETE HYDRO BAN-APPLY FULL HEIGHT OF TILES WITH 6 1/2"SOUND CONTROL BATTS FOR GENERAL SOUND ATTENUATION, TILE/STONE AS SPECIFIED -d NOBEL SEAL SIS MEMBRANE, LEAD PAN WITH MASTIC. COATED FOR WITH MANUF RECOMMENDED CORROSION RES15TANCE. CLAMP PAN IN DRAIN SHEET BOND COAT BELOW, COLLAR AND WRAP OVER TOP OF CURB, THROUGHOUT BATHROOM DAN LANSN ER, ARCHITECT PROVIDE END DAMS FA TURNEDAND UNDER ALL UP ALL CABINETS WALLS 133 WEST 28TH ST. #2C AND AT DOOR STOP UNDER NEW YORK, NY 10001 TILE I STONE AS SPECIFIED DOOR SADDLE 212-273-9727 DANLANSNER@MAC.COM NEW REINFORCE[MORTAR BED SLOPE TO DRAIN MIN 1/4-/FT WWW.IDANLANSNER.COlMl SLOPE MIN ---------------- zmk\ SHOWER 1/8"1 T BATHROOM BEDROOM DOUBLE INLET TYPE r /DRAIN WITH PEA STONE SADDLE CAMPBELL - SEREMETIS HOUSE GRAVEL,WEEP 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 PROVIDE CONTINUOUSE UN- HOLES AT D:AIN MASONRY FACED BATT INSULATION R-21 BLOCKING MIN.AT ALL RIMS N f TYPICAL EXTERIOR WALL CONSTRUCTION WOOD FL OR WALL SECTIONS 7 C" CEDAR SHINGLES WITH 5 1/2'EXPOSURE,STAINED,PATTERN AS A— NOTED ON ELEVATIONS OVER 15#FELT BUILDING PAPER AND 3/4" LT 7--4—M AND DETAILS - 2 PLYWOOD SHEATHING,— 2X6 STUD WITH R-21 LIN-FACED BATT INSULATION INBETWEEN, SEAL&SIGNATURE VAPOR BARRIER, \'CIRB Date: 08/21/2023 BLOCKING 5/8"58 GYP.BD.,SEE PARTITION SCHEDULE FOR SPECIFICATION Project No:DL9167 WATERST6�13' kOOM DOOR SADDLE J- L4 Drawing By: DJL SHOWER WALL SHOWER CURB oP n CHK BY- DWG NQ- Scale- 3" V-0" Scale: 3"= V-0" Scale-3-=_1'-0- �. �• �I,., = A- 114.00 10 Door Schedule Nominal Size ROOM Door Style Door Frame Openings Cn N s _ a) s g 0)C .J (n F- •� N v Top Slab CU EE 0 O ICU Mark = I— Shape St le un C.9 -_J I W = cessori Comments D- 01 TO" TO" 1 3/4" EXISTING DOOR- REVERSE THE SWING Square Panel None 3/4" 63/4" 3'1 1/2" 7-0314- 11 DHW-# LOCK D- 02 510" 610" 13/411 PASS-THRU TO KITCHEN Square Panel None 3/4" 1'3 1/2" 5'1 1/2" 6'0 3/4" 11 DHW-# D- 03 410" 7101113/4" PANTRY TO LIVNG ROOM W/OPAQUE TRANSOM Square Panel None 3/4" 2" 4'1 1/2" TO 3/4" BI-PARTING DOORS WITH TRANSOM DHW-# ABOVE D- 04 4'4" TO" 1314" PANTRY TO KITCHEN Square Panel None 3/4" 6 3/4" 111 414" TO" DHW-# D- 05 3'6" TO" 13/4" PANTRY TO LAUNDRY Square Panel None 3/4" 5 1/4" 316" 710" DHW-# D- 06 2'10" TO" 1 3/4" LAUNDRY TO EXTERIOR Square Panel None 3/4" 6 1/2" 2'11 1/2" TO 3/4" DHW-# D- 08 310" 710" 1 3/4" SCREEN DR- PORCH TO NORTH Square Panel None 3/4" 6 1/2" 3'1 1/2" TO 3/4" 11 DHW-# SCREEN DOOR D- 09 300" 710" 13/411 SCREEN DR- PORCH TO WEST Square Panel None 3/4" 6 1/2" 31 1/2" # DHW-# SCREEN DOOR D- 10 2110" 518" 1314" 2ND FL HALL TO ATTIC STORAGE SOUTH Square Panel None 3/4" 7" 2'11 1/2" 5'8 3/4" DHW-# D- 11 2'10" 47 1 3/4" 2ND FL HALL TO ATTIC STORAGE EAST Square Panel None 3/4" 7" 2-111/2" 4'2 3/4" DHW-# D- 12 2'10" 6'8" 13/4" 2ND FL VESTIBULE TO BEDRM #2 Square Panel None 3/4" 7" 2'11 1/2" 6-83/4- DHW-# D- 13 2'10" 6'8" 13/4" 2ND FL BATH #4 Square Panel None 3/4" 7" 2'11 1/2" 6'8 3/4" DHW-# D- 14 2'10" 68" 1 3/4" 2ND FL HALLWAY TO BEDRM Square Panel None 3/4" 7" 2'11 1/2" 6'8 3/4" DHW-# D- 15 60" 710" 13/411 2ND FL BEDRM#2 TO BALCONY Square Glass None 3/4" 61/21' 5'1 1/2" TO 3/4" DHW-# D- 16 5'0" 710" 13/411 2ND FL BEDROOM TO BALCONY Square Glass None 3/4" 6 1/2" 51 1/2" TO 3/4" DHW-# D- 17 210" 618" 13/411 2ND FL BATH #3 Square Panel None 3/4" 7" 2'11 1/2" 68 3/4" DHW­# D- 18 2110" 618" 13/411 2ND FL HALL TO BEDRM #2 VESTIBULE Square Panel None 3/4" 7" 2'11 1/2" 6'8 3/4" DHW Window Schedule with Images Nominal Size Window Style L wcin .. v H Q Q J C FD 0O O W = O O mco Ima a Mark Confi uration Sha a t= ntin Patte Of of 2 1 Comments ALL EXTERIOR WINDOWS AND DOORS TO BE W- 02 216" 710" 412" Custom Rectangle - Colonial 216" 710" 218" 714" 4" LAUNDRY-SOUTH V/INDOW-DH PAINTED A-SERIES ANDERSON WINDOWS AND DOORS. INCLUDING EXTERIOR SCREEN DOORS AND PANELS AT PORCH. ALL INTERIOR DOORS TO BE PAINTED WOOD W- 03-28 2'4" 10'0" 6" Fixed Rectangle - Colonial 74" 10'0" 2'8" 1010" 3" WOODEN FRAMED INSECT SCREENS PANEL DOORS. rn Z W W- 03-28 2'4" 10'0" 6" Fixed W Rectangle - Colonial 2'4" 10'0" 2'8" 10'0" 3" WOODEN FRAMED IPJSECT SCREENS W- 03-30 2'6" 10'0" 6" Fixed u) Rectangle - Colonial 2'6" 107 218" 1010" 3" WOODEN FRAMED INSECT SCREENS DAN LANSNER, ARCHITECT W- 03-30 76" 107 6" Fixed Rectangle - Colonial 2'6" 10'0" 2'8" 10'0" 3" WOODEN FRAMED INSECT SCREENS 133 WEST 28TH ST. #2C NEW YORK, NY 10001 W- 03-30 2'6" 10'0" 6" Fixed Rectangle - Colonial 1 2'6" 10'0" 2'8" 10'0" 3" WOODEN FRAMED INSECT SCREENS 212-273-9727 DANLANSNER@MAC.COM W- 06 4'4" 614" 6" Custom Rectangle - Colonial 414" 614" 4'8" 618" 6" BEDROOM#2-4 AWNINGS WITH FIXED WWW.DANLANSNER.COM BELOW CAMPBELL - SEREM ETIS HOUSE 3345 PRIVATE ROAD 1, EAST MARION,NY 11939 W- 07 6'6" 614" 6" Custom Rectangle - Colonial 6'6" 614" 618" 618" 6" BATHROOMS#3+#4-2 AWNINGS OVER ROWS OF FIXED W- 08 218" 2'8" 47 Fixed Glass Circle - Colonial 218" 2'8" 2'8" 218" 4" BEDROOM#2-ROUND FIXED WINDOW DOOR AND WINDOW SCHEDULES 0 SEAL&SIGNATURE Date: 08/21/2023 jEREA ARC Project Project No:DL9167 W- 09 2'4" 4'6" 2'6" Double Hung Rectangle - Colonial 2'4" 416" 218" 418" 3" BEDROOM#1 -DH .T �sxLAN `�JDrawing By: DJL CHK BY: t DWG N0: ❑ i A- 1 15.00 W- 10 2'4" 4'6" 2'6" Double Hung Rectangle - Colonial 2'4" 4'6" 2'8" 4'8" 3" BEDROOM#1 -DH �•. �• 01001 T-5 1/2" 3/4" 2'-2 1/2" 7 1/2" 2'-2 1/2" 1'-4 1/2" -03-20 -03-2 �/" 3'-0" r YV D-08 co N � i co 1'-7 1/2" 3'-0" V-7 1/2" 20, N O 51 711 61_311 s N TYPICAL: EXISITNG 10" FLOORS TO REMAIN EXCEPT AS NOTED. M IN PORCH FLOOR: N W 1 24" M PO E IN CERAMIC N Oi LOO NG OVER OD - SEE ST C RUAL / 11 D WI O 12-7 N M r r 1 o IN G P o LIBRARY N 12 -120.00 10 ................. ......................... ...... ............ ................................. 4'-11/2" 2'-0" . 2'-0" 1'-6" 2'-9" 1'-6" ................... 1 m6'-5" 6'-3" 0 cM A'-7" D �F 1/ _ ELECTRIC INDUCTION Co�\_o�P - l 1 - / lr !i �-.5-�- --4-T: -Zo--, -2'-0 21-011 r- TRASH "kh MICROWAVE -120.00 . DRAWER. .. r / 2/ 01t 21 011 31 pll % r----------- x. .... .... .... . . N / -------- SINK -- ---------- XI NDRY F-OOR: ------ o� CD NE 21Ire 4111 PANTRY- O PO IN 19 -120.00 17 ; L0LO ► a; KITCHE FLOORIN - - - 1 -...-----.-.-.-.-.----- --------------- fn 7'-1" 18 �„� ,�` it SINK DIS-IWASHER I DOUBLE 3 A-120.00 2 I WALLOVEN_ i © ® I o l I------N- -I I I 1 1-�fll 1.9" 1'-011 0° A _ DAN LANSNER, ARCHMECT M —`� - =p 133 WEST 28TH ST. #2C AU DRY -- -�._I 11�`----� i/, /% j/„!!; %/�%'�//„ �' NEW YORK, NY 10001 - - - ----- 212-273-9727 N 2'-0” iv 51-0" DANLANSNER@MAC.COM 1 0 3, WWW.DANLANSNER.COM e- � CHASE FOR i! SECOND FLOOR N CAMPBELL- SEREMETIS HOUSE -1 W/D BAR SINK CV / PLUMBING 3345 PRIVATE ROAD 1,EAST MARION,NY 11939 i -LIM - 41-0" 3'-4" 6 _011 FIRST FLOOR DETAIL PLAN. A-120.00 SEAL&S10110 E op", Date: 08/21/2023 2'-5" 3'-7" w`�,`4�'1g�EREaRC Project No:DL9167 KITCHEN PLAN 4 Drawing By: DJL Scale: 1/2" = 1'-0" CHK BY: f�"pF"O�1460Z E� . A-116 .0 0 Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to construction. 1-All concrete 4,000 psi after 28 days minimum. 2-All rebar ASTM A-615 Grade 60. 3-Footings are to be installed on undisturbed virgin soil.The 0 Steel Column From Above bottoms of all footings are to be installed a minimum of 3'below ® Posts Below 2nd Floor Framing grade unless indicated otherwise. Design Loads: 4-Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top of the foundation wall. Roof&Attic-Live Load-20 psi Rebar installed along the top of foundation walls with windows are -Dead Load-15 psf to be installed 3"below the bottom of the window opening. 1 st&2nd -Live Load-40 psf 5-All snap off form ties are to be removed and remaining openings Dead Load-15 psf are to be sealed/grouted. -Wind Loads-135 mph-ASCE-7 6-The foundation contractor shall coordinate with the plumbing and MWFRS-Method 2 electrical contractors relative to installation of sleeves and other penetrations prior to pouring concrete. Design Criteria- 7-Install isolation joints along foundation walls and at column and NYS Residential Code R301,2.1.1 and utilized the methods other floor penetrations. and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the 2001 Americacontraction8-Installed contraction joints in the cellar floor slab every 18' Forest and Paper Association Wood Frame Construction minimum. Manual(2018 WFCM)for One and Two Family Dwelling Units g_Foundation excavation is not to be back filled prior to the and ASCE 7. installation of the floor framing. 10-Backfill along foundation walls is to be clean material and is to No.5 Rebar Dowels be mechanically compacted in 6"lifts to 95%of maximum dry Beam Pock 16"OC Epoxi density. 4"Embedmet T 64" 9 1/4" 11-Follow cold weather concrete treatmet relative to add mixtures in accordance with ACI 212.3R.Use Air-Entraining admixtures per f ----- -- 4'-10Z' ASTM C260,AASHTO M154 or Water Reducing and Set- IN Xi ----�— — Controlling Admixtures per ASTM C494,AASHTO M 194 only.Do 2 x 6 Studs not use Calcium Chloride or other corrosive type admixtures. ID 16"OCL ------------ 1 e"0 Anchor Bolts 25"OC S 1 I ru x 12"2'x 2' I — in 8'End Zone tenor Zone No.5 Reba — —— — s x AC 1 —— —— I J_— fisting 8 x 6 — 17"OC ENVL—�— 2 ACO Sill I 1 I j 2x6FJ j7 X Existing CM 7 t ( CL cli of Ia O I I 1'x2'x12' w '� I o 8 i i Existing 6 x 6 < - a - ®pg N —E' - -- -- M 10„ �o 2"lat Slab Expansi n Joint No.5 Rebar Dowels 1 and Join Seat 16"OC Epoxi L N 3'-6'x 3'-6"x 4"Embedment ' 6"RJ Steel olum 12' elw No.5 i4 3" Lo ng I= 9' „ Ee r11"OC X Existi Column teel — 6^p Steel Colum — _ AV „ rn F- xi Ing CMU 2)No.5-60 ksi Rebar Existing 6 x 6 1 1 g 20" -'~ Lu I I I I-- -- -'� -- x -- -- -- n Foundation Section Detail L--- — m New 3'-6'x T-6"x = 12"e/w No.5 LL Rebar 11"OC oro E/W X e) Existing Steel Column fro A New CML Pier nd2'x2 x12" Footing '_,Existing CMU Existing 6 x Existing 6 x 6 r --�-- ---- — -- IT(4 Poit[Cad From Bolt Bea Ends Togethm —J er Above with 2-4 0 Through Bolts X to Existing Steel r New Tx Tx 12" Column fro 6'0 Steel Colum /w No.S Rebar Existing Steel Abov 1 v 14"OC E!W Column "EEJJ r z-I —istIng 6x ----- Existing 6 x 6 1 L— —J I Foundation and 1st Floor Framing Plan Ste: 3/16"=V-0' Condon Engineering, P.C. Plans are prepared Sec Corton.for anepa P.C.It eis acting underon of the New Yak fState ensealion Drawn Jac Campbell - Seremetis Law.Article 145,Section 7209,to any person unless acting under the direction of a licensed y; Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.if an item beading 1755 Sigsbee Road smi 3345 Private Road the seal of an Engineer,ArclutecL or Land Surveyor is altered,the altenng Engineer,AmhitecL or Mattituck,New York 11952 Land Surveyor shall affix to he item hillher seal and the notatam'PJtered by'followed by hismer Date:5-8-2023 East Marion,NY signature and the date of such alterations,and a specific description of the alteration (631)298-1986 A-1 17 .00 S RUCIRN--Fa�-nCN+1SrR FRAMNG Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. (2)1.75"X 9.25"LVL /8"0 Bolts 2-y2„ 6„ Wood Framing l i 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: l l Fb=825 psi Fv=95 psi 3 Fc perp=625 psi (1)0.625"A36 Steel Flitch Plat 2Y I E=1,600,000 psi 48' 2. All Parallam(PSL)Lumber is to have the following minimum specifications: (2)1.75 x 14 2.0E LVL 8"0 inch Botts Fb=2,900 psi 16 (3)1.75 x 14 Fv=290 psi LVL e/w(2 Fc perp=750 psi 2Y2" 0.75"FP E=2,000,000 psi - O 3. 3.A11 Microllam(LVL)Lumber is to have the following minimum specifications: l 1 nSection Detail Fb=2,600 psi l Scale: 1/2"=T-0" Fc perp=si750 psi E=1,900,000 psi l l I 2)0.75"A36 Steel Flitch Plates 4. All pressure treated lumber is to be MCI No.2 or better Southem Yellow Pine. Fb=975 psi • • Fv=90 psi _ _ • Fc perp=660 psi Flitch Plate Details M Posts From Roof Framing E=1,700,000 psi Scale 1"=1' ®Posts Below 2nd Floor Framing 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/botted in accordance with the manufacturers specifications. 6. All TJIs are to be installed in accordance with the manufacturers specifications and shall include Section Detail squash blocking and web stiffeners at bearing points on girders and other load bearing areas. 3.5 xv 7. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated (2)2 x 10 11 Lag Bolted to 8 Hdr 2 x 8 H r connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All Wall Studs 16"OC Staggere -- _- ___-- connectors,straps etc.are to be nailed/bolted in accordance with the manufacturers specifications. 2 2x 10 Hdr3.5x9.25 PSL HSS 4 x 4 x t o_ , 8. All floor sheathing is to be Z�s inch AC type plywood,tongue and groove,with an APA span rating _ I u- HSS 4 x 4 x 1 impson LUS28 ZMax of 48/24.Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12" 00 2 x 8 A t o l e O.C. field). x (- MCI FJ 7-- cli1 16"OC = S 2 v 1 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d = F °D I LL common nails 6"O.C.edges and 12"O.C.field. 00 S 2 1 5' n X J 1 f , J c 10. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. a a l N 2 x 8 MCQ (2)2 x 10 MCQ Lag Y _ rn 1 Joists 16"OC Bolted to the Wall 16" 11. Double joists are to be installed below parallel walls. a 2 x 8 1 0o I Z 1 OC Staggered ,p 1 MCQ FJ 1 w v LIBRARY I 12. Blocking is to be installed at all point load bearing points. cV 16"OC N o N � r sting 2 x FJ Deck FramingDetail 13. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. sting 2 x 10 FJ Existing 2 x 10 2 x 8 16'OC n 1!- F Srale 74"•t'o^ 2 16"OC n 16"OC m RR -- - 14. All bolts nuts and washers are to be hot dipped galvanized. N r 16"OC N _ 1 Steel t -F; ---g?-- 1 B 1. All steel is to be ASTM Specification A-992-50 (2) 75 x 9.25 LVL etw(1)0.625"FP S 2 1, 2. All steel used in the first floor framing is to be Galvanized in accordance with ASTM Specification U o r 1 NO WORK ASTM A123 ° KITCHEN I 1 STING BATH X to X r I 3. All bolted connections are to be made with A-325 bolts. N fV It X V v , • 4. Squarefrectangular and circular columns are to be ASTM Specification A500. 00 XV t^ PANTR TH. 4 a 5. All welded connections are to be done by a certified welder and conform to AWS and AISC U DRY 3.5 x 9.25 PS' 5 x 9.25 PS 6. All weld oints are to use E70XX electrodes. 5x4- NO /HSS4x47. Steel is to be prime coated. 8. Y'web stiffeners are to be installed at all point load bearing points and over all column supports. 9. All columns are to be bolted to steel girders with Yz"bolts and to wood girders with Y"lag bolts. 10. All girder splices are to be made above columns. EXISTING MASTER BEDROOM Existing 3 x 13 Glul-am LIVINGa °' o -0 oExisting 3 x 13 Glul-am WORK EXISTING VESTIBULE SCALE: 3/,6"=,'-0 Condon Engineering, P.C. 2nd Floor Framing Plan Plans are prepared ct Calor Engineering,P.C.itis a viclatim un of the New Yak State Education Campbell - S e re m eti s Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by:JJC Professional Engineer,Architect,or Land Surveyor,to Ata any item In anyway If an item bearing 1755 Sigsbee Road 3345 Private Road Sm2 the seat of an Engineer,Architect a Land Surveyor is altered,the altering Engineer,Architect,or Mattituck,New York 11952 Land Surveyorshall affix to the Item hisfierseat and the notation"Altered by'followed by hisher Date:5-5-2023 (631)298-1986 East Marion,NY signature and the date of such alterations,and a spedfic description of the alteration A-1 18.00 S1RlJC:TU?X-M FL FWMW3 PLAN HO u, O O O O 012 Cn O 1 01 00 ISI 0 2 I 10 OI 1 1 I 0110 I � O 0 M Posts Below Roof Framing ®® (2)1.75 x 7 25 LVL Hdr 7=1 Zone 1 Zone 2 Zone 3 - �ost D From Ridge Field 6"OC 12"OC 4"OC Panel Edges 6"OC 6"OC 4"OC v` x X BEDROOM#2 ATTIC STORAGE Nailing Requirements for 135 MPH,3 Sec.Pea'c Gust, N aFn �'Thick Roof Sheathing with 8d Common Nails or 10d Box Nails „ Roof Sheathing Nailing Details 2 x 10 RR vX I Scale: 1/8"=1'-0" 16"OC I Existing RR w R � EAST 2.5A TOP Pure x X Table 3,1 Nailing Schedule(Wood Framed Constructon Manual 2018,Pages 149 and 193) Simpson LSTA30 Ridg - _ N HEADER t each R Number of Numberof OR Down From Ridge Joint Description Common Nails Box Nails NaII S acingSimpson MTS30 Rafter Strap Dow L 5 x PSL r Rafter to Top Plate Ree ROOF NAILING-nailed) 3-8d 3-8d per rafter aAPTEa °P PAT at each Rafter Tail Ceiling Joist to Top Plate(foe-nailed) 3.8d 3-8d per joist ost Down From Header Ceiling Joist to Parallel Rafter(Face-nailed) 5.16d 5-16d each lap " x Ceiling Joist Laps Over Partitions(Face-nailed) 5-1 6d 5-16d each lap srw zl� N Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie a Blocking to Rafter(Toe nailed) 2-8d 2-10d each end v Rim Board to Rafter End Nailed 2.16d 3-16d each end Simpson each after Hurricane Ties - WALL FRAMING at each Rafter Tail cv LT 4D, Top Plate to Top Plate(Face-nailed) 2-t6d(1) 2-16d(1) per foot wn From Ridge Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each sloe Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. (2j 22 x 8 Hdr O Header to Header(Face-nailed) 16d 16d 16"o.c.along edges ` �� Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud Tuj OM ost DoN(m der PLATE BA`r. ROOMC Bottom Plate to Floor Joist,Band Joist,End joist or Bocking(Face-Nalled) 2-16d(1,2) 2-16d(1,2) per footas aisr a FLOOR FRAMING Pux Joist to Sill,Top Plate or Girder(Toe-nailed) 4-Bid 4.10d per joist LAT X �; to Bridging to Joist(Toe nailed) 2.8d 2-10d each end N Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Sr—sr22 srp BEDROOM#1 Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Typical 2nd Floor \`.-- Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjolst Strapping Detail Band JoisttoJoist(End-nailed) 3-16d 4.16d perjoist NTS j Band Joist to Sill or Top Plate(Toe-nailed) 2-1 6d(1) 3-16d (1) per foot t'121 Anchor Bolts 25" LZnx 8 RR ROOF SHEATHING �` 16"OC Cin 8'End Zones 29" Structural Panels(See Notes 4,5 and 6) OC in Interior Zones 3. x 16 PSL 1' Interior one 8d tOd 6"edge/12"fletd Perimeter Edge Zone 8d 10d 6"edge/6"field I i Gable End Rake with up to 1'Rake Overhang 8d 10d 6"edge/6"field Post Down From I 3 5 x 14 PSL _ CEILING SHEATHING g Gypsum Wallboard 5d coolers 5d coolers 7"edge 110"field Rid a and Down m � e0 � � N N N N N N d WALL SHEATHING N tv N N N N � Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge 112'field sm IMLSTAX ST ATTIC STORAGE. r x 4 v X c 5d ituotets 5d coolers A edge 110"field swvscatTPs Gypsum Wallboard STRAP usS SOUTH FLOOR SHEATHING Typical Wall and I eo Structural Panels Sill Strapping "to I v 1"or less 8d 10d 6"edge/12"field N Detail 1 I I ()Nailing requirements are based on wall sheathingnailed 6"on-center at the panel edge.Alternate nailing schedules shall be used where wall sheathing nailing is reduced. Foi example,If wall sheathing Is nailed 3 Inches on-center at the panel edge Strapping Details to obtain higher shear capacities,nailing requirement for structural members shall be doubled,or alemate connectors shall NTS be used tom I path.maintain load pa . (2)For wall sheathing within 4 feet of the comers,thefourfoot edge zone attachment requirements shall be used. (3)Tabulated 12 Inch o.c.nail spacing assumes wall;heathing attached to stud framing members with 0.42<G<0.49. (4)For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak,the 4 foot perimeter zone attachment requirements shall be used. Roof Fra m i n Plan (5)Tabulated 12 Inch o.c.nail spacing assumes roof;heathing attached to rafter I truss framing members with G>0.49.For g framing members with<0.42<G<0.49,the nail spacirg shall be reduced to 6Inches o.c. (6)For wind speeds greater than 130 mph,blocking k required which transfers shear bad to two additional rafters(3 rafters in total). (7)For exterior panel siding,galvanized box nails shdl be permitted to be substituted for common nails. sirAi.E: 3/16"=1 Condon Engineering, P.C. Plans are prepared Sec Condon,foranePerso C.unless is aviolation nder the New YorkStateateansed on Campbell - Seremetis Law,Article 145,Section 7209,for any person unless acting under the direction d a kcensed Professional Engnear,Architect,or land Surveyor,to alter any item in any way.H an Item bearing Drawn by:JJC 1755 S igsbee ROad the seal or an Engmaer,Architect,or land Surveyor is altered,the altering Engineer,Architect or Mattituck,New York 11952 3345 Private Road Land Surveyor shall alfix to the item hisArer seal and the notation'Altered by"followed by hdsNher Date:5-8-2023 (631)298-1986 East Marion,NY signature and the date of such alterations,and a specific description of the alteration. A- 1 19.00 Sl LCTUPAL_ROOF FRAMNG PLAN