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HomeMy WebLinkAbout51128-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 51128 Date: 08/28/2024 Permission is hereby granted to: Daniella C Ravin 16 Sagamore Rd East Norwich, NY To: Construct new single-family dwelling as applied for,with SCHD and DEC approvals. Premises Located at: 625 Wells Rd SCTM # Section\Block\Lot #75.-6-3.3 Pursuant to application dated 05/14/2024 and approved by the Building Inspector. To expire on 02/27/2026. Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING , ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL-FINAL, INSULATION , FIRE SAFETY INSPECTION , FIRE RESISTANT CONSTRUCTION , FINAL, Fees: CO-NEW DWELLING $100.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $4,095.00 Total S4,195.00 Building Inspector wS �(£ TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone )e 765-95021att; :lwwwv. :ootloldtwt '_ ov Pone 631 765-1802 Fax 631 Date Received APPLICATION FOR BUILDING PERMIT L� For Office Use Only PERMIT NO. Building Inspector: MAY 1 2024, s, Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date'. OWNER(S) OF PROPERTY: �,�, Name: pACt� I'l l�s►W � 1��� SCTM # 1000- Project Address: W Phone#: p Email: hJ Mailing Address: YYlrJrP� r Dcko. - CONTACT PERSON: Name: D &i` Mailing Address: II ou Phone#: Email: 1MeA h-<C3 tl4whall cc fG DESIGN PROFESSIONAL INFORMATION: Name: " Mailing Address: 1 V �d cOcwAT '. !eV Yl lei"i I<! � Phone#: (0 j5 I r a_i 1: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION Flew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? 1/yes ❑No Will excess fill be removed from premises? ❑Yes 00 1 PROPERTY INFORMATION Existing use of property: y twr Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ZYes []No IF YES, PROVIDE A COPYponsi • and storm water issues as prov by 51 Check Box After Reading: The owner/contractor/design professional r i n i is res artment fob le for all the issuance of aeBuilding Permit pursuant to heiBuidlding Zone Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building P Ordinance of the Town of Southold,emovl o or as k,County, herein descew York ribed.The applican other applicable t Ordinances or Regulations,for the comply with all applicable laws,ordinances,building code, additions,alterations or fo ns and to admit a housing code and regulatiouthorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are nt to Section 210.45 of the New York State Penal Law. punishable as a Class A misdemeanor pursua ❑Authorized Agent 0/ownerApplication Submitted By(print name): re of A Signature Applicant: Date: 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 0.,..J -.-e-,i (Contractor, Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work r and bel fiileef; this application;that all statements contained in this application are true to the best of hls he knowledge and and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this , day of - ° 20t- Notary Public KATHLEEN DOLAN poAp1:RTV OWNER AUTHORIZATION Notary Public-State of Ne]2025 NO.01D05051913 Qualified in Nassau Cou (Where the ap licant IS not theowner) My Commission Expires No 1 residing at to apply on do hereby authorize my behalf to the Town of Southold Building Department for approval as described herein,. Date Owner's Signature Print Owner's Name 2 A° 5 Scott A. Russell S�F Ir ST 1KIMMAT]E]K SUPERVISOR � � J\M[A�N AG]EM1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: I i� &�A Date: �a, c` 2 Contact Information: '� �� � (E-Mail&Telephone Number) Property Address / Location of Construction Site: M S.C.T.M. #: 1000 District 415 �3-�5 Section Block Lot I w TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - — - - - - — - - - - - - - - - - - - - - - - -- - - - - - - - - - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required! I Project does Not Discharge to Waters of the State. No S.P.D.E,S, Permit is Re hireL ❑ - Area of Disturbance is Greater than I Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT IVIUST OBTAIN a S.P.D,E.S. Permit. DIRECT LY From N.Y.S. D.E.C. Prior to Issuance of a Buildin Permit. E] - Area of Disturbance is Greater than I Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering De artrnent Prior to Issuance of a Building Permit. Reviewed By: Date: O FnP M x CMCP-Tr1C nrtnhc,- gn 14 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Invironmentol Permits, In 1 SU Y 0 Stony Brook.50 Ord@ RAvd,Stony Brook,NY 11790 Pt(6 1)44 -03651 F (631)44*0360 w.d@t,ny.gov March 23, 2021 Daniella Ravn 1171 Old Country Rd Suite 6 Plainview, NY 11803 Re: Permit No. 1-473804767/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, Thomas Kohlmann Environmental Analyst a l"aw r lrn 00parlinantof � ... �r1C�`I(�s��� nti�lrrr�nitlntat A41. Conaarvati r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04767 PERMIT Under the Environmental Conservation Lawmm_l� Permittee and Facility Information Permit Issued To: Facility: DANIELLA RAVN RAVN PROPERTY 1171 OLD COUNTRY RD 625 WELLS RD1 1000-75-6-3.3 STE 6 PECONIC,NY 11958 PLAINVIEW,NY 11803 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.341 NYTM-N: 4546.554 Latitude: 41°02'31.3" Longitude: 72°26'59.6" Project Location: 625 Wells Rd,Peconic,NY Watercourse: Richmond Creek Authorized Activity: Construct a single family dwelling with associated garage,porches,gravel driveway, drywells, and sanitary system.Place fill iit association with the construction of the dwelling and installation of the sanitary system. Construct cabana,pool, and grass/patio area. Construct vegetable garden. Maintain 50'nondisturbance buffer&75'non-turf buffer.All authorized activities shall be done in strict conformance with the attached plans stamped "NYSDEC Approved" on 3/23/2021. (TSK) Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04767/00001 New Permit Effective Date: /23/2021 Expiration Date: 3/22/2026 ............ .... NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SHERRI L AICHER,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony ro<�,NY 11790 -3409 / Authorized Signature: Date / b a- I _. . . ... . Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04767 E­--"---1.'---'-'­1------------ ........... Distribution List Bureau of Marine Habitat Protection THOMAS S KOHLMANN . _....... ..... . Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply pp y to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Daniella Cunha Ravn, last revised 12/14/2020,with sanitary system details on plans prepared by Danielle Cunha Ravn, last revised 3/11/2021. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record,along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 Attn: Compliance Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04767 5. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 6. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 7. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. S. Materials Disposed at Upland Site Any demolition debris, excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 9. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 10. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 11. Clean Fill Only All fill shall consist of clean sand,gravel, or soil(not asphalt, slag, flyash,broken concrete or demolition debris). 12. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first. 13. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales,silt fencing, etc.,are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 14. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 75 linear feet landward of the tidal wetland boundary. 15. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 16. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 17. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 40 Facility DEC ID 1-4738-04767 18. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 19. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 20. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure,fill, excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 21. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 22. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels, solvents, lubricants,epoxy coatings,paints,concrete, leachate or any other environmentally deleterious materials associated with the project. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04767 GENERAL CONDITIONS -Apply to ALL Authorized Per mits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 0 Facility DEC ID 1-4738-04767 e. noncompliance with previously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OFOTHER PERMITTEE OBLIGATIONS WWOBLIGATIONS E................... Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC")for all claims,suits, actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in - compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees,agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 95.20.1 (8187)-9d Department of. Environmenta' ] Conservation MOW No ICE The Department of Environmental Conservation (DEC) has issued permit(s) . pursuant to the'. Environmental Conservation Law for work - being conducted at thissite.. For" further information regarding the nature and ext.e t o -work approved .and any Departmental conditions on it, contact the Regibnal . Permit Administrator listed below.. Please .refer to the. permit number shown when contacting the DEC. Regional Permit Administrator Permit Number lozk "MMW I - SUSAN ACKERMAN Expiration Date NOTE: This notice is. NOT a permit +«—., ^""'` ,r^* "'•..,..o..,,lr` "M':'.r*'"" \awn..�r" N" aOF .1 'C R .� "'- w a ECK y 17 rm E. W4. .r.�"� ,,�i �«"��� -�..-.-r-.A"" •'";"""�"��-. ...�': _"`.�^'^��^^""» .�,• �"`r�.�,,, '23' „. , r. , .„a� "r"''., ',"� ���..-. "4, � „,•'"w �.,y _ .c.. "; ,may'. '" ,� "`""' ... �,..-""`..�... ^.,..,� ^-.... ... .,..,�"+, ,„,r ... •'.•.,..�"`.r:"".«i `'+"a� 1„w i' ..r� ....._,...._....-,..X /Y' a ,,..,,,...,, "`.'w ....m.,..�.. "/ `�! r�' �e�' �.. 'y'. 'L ^+,�""" '..,.*,, �" '1 1 N. +. $.2 ''a '#•„ «N' ,.p 00000 AL LOT k w # `y 2 ( /' ED i " _ , �, C MCA " —— �' n � Nam. ac�sNr - ca RESIDENCE W/U�L6MC � LAND NOW DR FORMERLY 4✓`° ff I s.o r- /\ ✓ 1 ALFRED N. DWUNZIO JR., aNC NO WBLS FOUND 2 3 N ✓/ 4 i '"� VEGETABLE GARDEN is RARRARA H. DINU00 rump 51AREATreeOASPROP WaterNWMNii. 57 SIT FEHAY . mded by—hp w y yp F`N /7.5, \ a F r 2 STY.FRAME 12359i es must be WWf m 4 '..... tl m. ffalk Co , ..,e #�- -Im le,,., ° ...,....7N ma� Nma Y® eda�U�Uui SUM 1e 2• WB Da ivy spection( a 'w �mmmmmmmaamrorrrorr�wrvm%mrx«w.a�mmawm Kok all �I 11 -�- —..•°" °�^' �, .r � ..,� ,aye. I t � M 1� t VWN �'.� ff C➢11LK U, Q"�VPFII"f°°N.)ELV�R,V"IAC NT �.NU1')"')F.�I 1�H a7r70G,h',:S 1' I N Oj)N OD.00 Gnu.R?A N I OR APFnIR00V.��N F mT r1RLJr.7 ON IFuz Pti o�u ..u....N� Mp of U tili.,na ul.,lt..AND ` p bane 4. a I ICE LAND NOW OR FORMERLY' wTl� 2I� �.s, F f Uc.a^ 1�2D-1� ,I pool cabana —_ a �,, ✓ / GEORGINE 4NESKI a , _A.5 ` SANITARY DESIGN SYSTEM r 1�1E wI N I.. / * �W � J L�are��a uu��um�l)Irn:o-�c�N�NaaS 7 . ErX1F'4 I(.S'N I O�IE::.YEAFIS N �'M E�F OF AFIFIRR„VAL e ,, - �..-.�... ,.,. � ---�-�- rq ✓",;,., _ r� � I � 5 BEDROOMS. MIN. 1500 GAL S.T. - r'r �' � � PROPOSED: 2000 GAL S.T. REV. SCDHS COMMENTS ON � _ —_ — — —• __ DAILY FLOW RATE: 550 GAL/DAY 02 12-21-27 02-07-22 ° �N L.G. RATE FOR 5-6 BEDROOM: 400 SF WALL AREA REV. SCDHS COMMENTS ON — —. —— �; R PROPOSED: 636 SF WALL AREA 01 10-21-20 10-27-20 SErBO u E I 1 STY.FRAME#875 14 00 iINITIAL SUBMISSION 09-14-20 a 200.AREA SOIL BORING: SP1 owwER: —— — — AREA DURING — sal F PROP. DEPTH OF LEACHING POOLS: 3.6« BELOW EX. GRADE STEPHEN as DANIELLA RAM PECONITI RESIDENCE � AREA � � � ^ �W."t 8'L X 4'W X 4'H LEACHING GALLEY = 106 SF (WALL AREA) � SITUATED AT I w`o7 i; Wu STD N PROPOSED: (6) LEACHING GALLEYS = 636 SF (WALL AREA) 625 WELLS ROAD PECONIC, NY 11958 N APPLICANT: -- -94D-# .7 3 1 NEW HABITAT ARG1FI17ECTURE TOWN OF 50UTHOLD SUFFOLK COUNTY W. ca m .� �N SCTM: DISTRICT 1000i SECTION 76„ BLOCK 6, LOT 3.3. N �a6*. tD n N SITE PLAN ONL HEDGE 1WESTf 7at— — _ I "T7 2 MN— — -5,C — __ New Habitat Architecture & -- Design, p.c. &� 112 B21 625 638 J 1171 Old Country Road suite 6 � '1 -- --- 8 -- �,_.. ® .'"" ............ Plainview.93-2671 NY 3 � 7.71 tel 631 --EMI�-w, �, LAND NOW OR FORMERLY fax:516-622-2743 rowN of SOUIHOlO N 01 "TLmN RF 0:: �N�"IE NAII �bl N�)Bp newhabilatarch@gmail.com -0 (SOD FARM) -0 -0 GRAENNG �"D D �N ���) III' " L I DANIELLA CUNHA RAW, R.A. SCALE: 1' = 40' DATE:08/20/20 SHEET,• 1 OF 3 24,0 SF 0.550 ACRES ,I CHE PROP. '4 L� M' 100.� " 63.0 VEGETABLE / 4 W PROP PROP. POOL o L — I ° r.1 ® N FUTURE EQUIP \ OfPROP. DISTURB RASS/PATIO f 40.0' \ AREAr ., � r' o DECK � CEDARS � PROP. SILT FENCE / .5 / 5.7 "' � HAY BALES sDR �� � ® 7 � GATE C9DC1S SCIREENtl � °•, OAT L��NN� �.� ,. .. NflN DE I52 -- .. ... - , .. ...,., 1 . I' ° �2a„ "I / A• r 7.2 " PROP. 3H PT & 1 RAIL SCR6y 7.3 — .... . � / CD At CR 5.9SPACE 4 5. T 1 0 ° ~ N33-17'02hp 1*44 »W -� I o / (N33°17 41 W) / 6 I �,✓ 0 / 1 '"� POOL o ROOM PROP 1 ,' I / I I P 'OS&D T,S 11.8° I FF�RAWL SPACE/ D.W2 1 GE IF. 15 �� -� J I C.L. HEDGE LAND NOW OR FORMERLY 91,fa,1°' /Iw1o90 I ON LINE± " BW570 '� 6.3 GEORGINE ZANESKI � GRASS r I —' TW 1q 8 m t ew .70 A.5 I �" o , 7.3 0 2o. - � O.W )p4,. : w Z I ,N ���"" 20 ;` I U v SEE A,1 FOR OFFICIAL USE _ O w AcHMENT(S) � � I _ f _ p IZ C m o o P.9 _ tO o LLJ L Min " m O / - L.= L- 15. N dD. PROPOSED — W I Lr)m N c� LL O W4 GRAVEL DRN�EW � I� � _ C-) � w /r ! 0' Io Q o w _ 7_ a ? 48.l9i N W z REV SCOHS COMMENTS ON — — J 02 02-07-22 ° 12-21-21 I / 8 / 60' D SETBACK LINE �' REV SCDHS COMMENTS ON jw ,' I �t 01 10-27-20 10-21-20 '' Y DISTURB. AREA 00 INITIAL SUBMISSION 09-14-20 14 8' -- 20.0' C i o OWNER: PECONIC RESIDENCE 19 � � SILT f ENCE HAY STEPHEN &DANIELLA RAM ^ w 7'6 MATERIAL STOCKPIL / SfTUATED AT 0 6 0 625 WELLS ROAD PECONIC, NY 11958 AREA DURING N BALES APPLICANT: TOWN OF SOUTHOLD SUFFOLK COUNTY NY. r� CONSTRUCKN o `° NEw Haelrar aRCHITFCTURE SCTM: DISTRICT 1000, SECTION 75, BLOCKS LOT 3.3. nI / '� EXIST. MEADOW TO I N " 7 REMAIN SEPTIC SYSTEM LAYOUT zLO H Architecture & 1 1 New Habitat oLa Design, p.c. PROP,. 1171 Old Country Road suite 6 ^,:.W..r Y 03 ELECT. Plainview,N 118 8 . 9 SS.2 — tel:631-822-2771 10" 10" METER �+v p� 9 leery . HED E fax:5arch@-2743 W. M1:? newhabitatarch@gmail.com '8 1 WEST± DANIELLA CUNHA RAVN, R.A. SCALE: 1' = 20' DATE.08/20/20 SHEET. 2 OF 3 REV. DESCRIPTION DATE INITIAL SUBMISSION TO T.O.S. 05 14 24 0 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 NI RESIDENCEWAWALL/ROOF LEGEND SYMBOLSPECO C -� ELEVATION LINE 625 WELLS RD. PECONIC, NY 11958 EXT. FOUNDATION WALL CONSTRUCTION (R-23.4) NEW CONSTRUCTION 1/2" ACRYLIC STUCCO TO 6" BELOW GRADE 0 ELEVATION -,I 2" XPS (R-10) '! WATERPROOF MEMBRANE CONT. ON CONCRETE 625 WELLS RD. ( ) 00 GRID NUMBER p1�A " NO OVERSIGHT,ERROR,OR OMISSION ON THE -' 8 P.C. WALL R-1.35 - _i 6 MIL. VAPOR BARRIER MEMBRANE TAPED TO TOP OF FOUND. WALL PART OF THE ENGINEER/ARCHITECT,OR HIS/HER -'. .; 2" RMAX POLYISO INSUL. (R-12) SECTION REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION, u REMOVAL,USE,OR OCCUPANCY OF A BUILDING 0.0 UPPER NUMBER INDICATES SECTION NUMBER CODE ZONING °%� THE PROVISIONS OF THE BUILDING OR STRUCTURE THAT DOES NOT CONFORM TO °o G CODE AND LOWER NUMBER INDICATES SHEET WERE o' Aq� THE BUILDING ZONE ORDINANCE. BUILDING AREAS SyO� Z ANY DEVIATION FROM ANY STRUCTURAL :�.:: TYPICAL EXTERIOR WALL ASSEMBLY R-41): MEMBERS AS INDICATED E THESE PLANS SUCH ( DETAIL REFERENCE �. ? o ':, EMERS N '� AS HORS_TRIMMERS,1-BEAMS. ' PARK :,....,..- PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., TOWN OF SOUTHOLD P HARDIE CEMENT SIDING (CLAPBOARD OR SHINGLES SEE ELEVATIONS) v� ,:�: p :;:::; CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, ZONING: R-80 t., '' ' ' STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, 'I/8" FANFOLD STRAPS @ 24" O.C. E ', ; ;: ;:�;• r LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE �fRQ N(��°`DAREA=99,622 SF 2.278 l2 r.;: y r': ARCHITECT PRIOR TO THE COMMENCEMENT OF TYVEK STUCCO WRAP DETAIL w y'- 1 DRAWING NUMBER, LEGEND & SCALE = n0P- ANY PHYSICAL WORK. _ _ VET LOT AREA 89,037 SF 2.044 Ac (EXCLUDES ,�':ri• , O SCALE: 1 4'-1' 0" 6 5/8 PUR SIP (SEAMS TAPED BOTH SIDES (R-41) a�� :..;;; ,.•. •t •��`•"`" '• CONTRACTOR SHALL CHECK AND VERIFY ALL 1/2" G.W.B. APPLIED TO SIP PANEL INTERIOR KE�aa ,N ::�••�O�' � •''•''•''°•�'+" CONDITIONS AT THE CONSTRUCTION SITE \NOpNNE ,'.• ' BEFORE BEGINNING ANY PHYSICAL WORK.HE ROOM GFA CALCULATION: SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO THESE PLANS,SPECIFICATIONS AND ALL OTHER DESCRIPTION ROOM DESCRIPTION & NUMBER AREA MAP INFORMATION INCLUDING GOVERNING CODES, _NO-. I FIRST FLOOR 2,305 SF N.T.S. LAWS,ORDINANCE,ZONING AND REGULATION ROOF ASSEMBLY (R-54): THE CONTRACTOR SHALL VERIFY ALL 0EXTERIOR DOOR/ WINDOW NUMBER SECOND FLOOR 2,235 SF EXISTING CONDITIONS&DIMENSIONS BEFORE STARTING CONSTRUCTION&SHALL NOTIFY ARCHITECTURAL ASPH. SHINGLES/ 26 GA. METAL ROOF GARAGE 815 SF DISCTHE ENGINEER REPANCIES BEF O ANY AMBIGUITIES OR ORE PROCEEDING WITH THE KEENE VIPER CDR VENT MATT 00 INTERIOR DOOR NUMBER WORK.IF ANY QUESTIONS ARISE BEFORE OR GARAGE LOFT 710 SF DURING CONSTRUCTION AS TO THE INTENT OR VAPOR BARRIER< THAN 1 PERM DETAILS OF THE DRAWINGS,THE CONTRACTOR 6 1/2" SIPS PANEL SEAMS TAPED BOTH SIDES (R-24) SHALL CALL THE DESIGNER FOR CLARIFICATION 2X10 ROOF JOISTS �_ TOTAL GROSS FLOOR AREA 6,065 SF AND/OR INSTRUCTIONS.IF THE CONTRACTOR NORTH ARROW FAILS TO FOLLOW THE ABOVE PROCEDURE HE R-30 BATT ROXUL BATT INSULATION SHALL ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND/OR ACCESSORY STRUCTURES: DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE LIST OF DRAWINGS VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY CONTRACTOR. CRAWL SPACE SLAB (R-IDI OPEN PORCHES 1,118 SF 1- A1.0 COVER SHEET THESE PLANS DO NOT RELIEVE THE CONTRACTOR OR THEIR SUB-CONTRACTOR OF 90% COMPACTED SOIL DECKS 187 SF 2- A1.1 DESIGN CRITERIA, GENERAL" NOTES, ENERGY COMPLIANCE RESPONSIBILITY FOR FULL COMPLIANCE WITH THE CONTRACT REQUIREMENTS:FOR THE 4" CRUSHED STONE (NO FINES) 3- A2.0 SITE PLAN GRADING & TREE REMOVAL CORRECTNESS OF DIMENSIONS;CLEARANCES (2) LAYERS 2" XPS INSULATION (R-10) 2ND STORY BALCONIES 320 SF 4- A2.1 SITE DRAINAGE & SEPTIC SYSTEM AND MATERIAL QUANTITIES;FOR PROPER DESIGN &DETAIL;FOR FABRICATION AND CONSTRUCTION 6-MIL MIN. PLASTIC VAPOR BARRIER, SEAMS OVERLAPPED 6 INCHES MATERIALS TOTAL ACCESSORY STRUCT. 1,625 SF 5- A2.2 SITE DETAIL TECHNIQUES;FOR PROPER COORDINATION WITH OTHER TRADES AND FOR PROVIDING ALL AND SEALED, EXTENDING UP TO TOP OF FOUND. WALL AND TAPED 6- A3.0 FOUNDATION PLAN/CRAWL SPACE DEVICES REQUIRED FOR SAFE AND 2 INCH RAT SLAB TOTAL BUILDING: 1ST FLOOR+GARAGE+PORCHES+DECKS = 4,425 SF 7- A3.1 FIRST FLOOR PLAN/ DOOR & WINDOW SCHEDULE SATISFACTORY CONSTRUCTION&OPERATIONS. i 8- A3.2 SECOND FLOOR PLAN/ ATTIC FLOOR PLAN EARTH TOTAL LOT COVERAGE = 4,425 SF / 89,037 = 5% MUDR00M SLAB (R-15� 9- A4.0 EAST-SOUTH-ELEVATIONS PRELIMINARY 10- A4.1 WEST-NORTH-ELEVATIONS BID/ PERMIT 90% COMPACTED SOIL POROUS FILL 11- A5.0 SECTIONS I 4" CRUSHED STONE (NO FINES) - DRAWINGS oq o yJ° \ \ \ 12 A5.1 SECTIONS 0 �4< (2) LAYERS 2 XPS INSULATION (STAGGERED AND TAPED SEAMS) a 13- A6.0 FIRST FLOOR FRAMING PLAN BEF°R 6-MIL (MIN.) PLASTIC VAPOR BARRIER, SEAMS OVERLAPPED 6 INCHES CAST-IN-PLACE CONCRETE 14- A6.1 SECOND FLOOR FRAMING DIAL811 AND SEALED, EXTENDING AT LEAST 6 IN. UP AND ATTACHED TO THE PLAN PROPERTY"DATA 15- A6.2 ATTIC FLOOR FRAMING PLAN INFORMATION WALL. LOT THE STAT EW SCTM YORK REQUIRES 4 INCH SLAB W/ 3500-PSI (MIN.) SIP PANEL, TAPE AND SEAL 16- A6.3 ROOF FRAMING PLAN/ ROOF PLAN NOTIFICATION BY DISTR.:1000 17- E1.0 FIRST FLOOR ELECTRICAL PLAN SECTION:75 DESIGNERS OR ANBLOCKY AS TOWN OF SOUTHHOLD / S PLUMBING RISER MECH. VENTILATION LOT:3.6 DISTUURBTPERSON RHEEARTHSEPARING O SAND, MORTAR, PLASTER / LOT:3.3 SURFACE ANYWHERE IN GARAGE SLAB (R-10)- ZONING: R-80 18- E2.0 SECOND FLOOR ELECTRICAL PLAN/ MECH. VENTILATION ZONE:R-80 THE STATE. REQUIRED EXISTING OWNER: 90% MIN. COMPACTED SOIL. WOOD (ROUGH) MINIMUM LOT SIZE: 80,000 99,247.02 SF STEPHEN&DANIELLA RAVN \� /1 4" CRUSHED STONE (NO FINES) ,. WETLANDS AREA: 10,210 SF 16 SAGAMORE ROAD EAST NORCH, NY \\ \\ \\ 2 XPS INSULATION wI11732 6-MIL (MIN.) PLASTIC VAPOR BARRIER, SEAMS OVERLAPPED 6 INCHES AND ! % /" NET LOT SIZE (EXCLUDES WETLANDS): 89,037 SF 631-885-1641 dravn@aelandsurveying.com SEALED WITH TAPE. ��" � WOOD COMPOSIT 6 INCH CONC. SLAB W/ W.W.M. 6X6-W2.9XW2.9 SHEETS. PROPOSED ARCHITECT: 3,500-PSI (MIN.) CONCRETE.USE LOW-WATER-CONTENT AIR-ENTRAINED CONCRETE (5% TO 7% AIR O.S.B. MAX. LOT COVERAGE: 20% 5% (4,425 SF) New Habitat Architecture &ENTRAINMENT) IN FREEZING CLIMATES AND 11/4-INCH (TOP SIZE) LOT WIDTH: 175 FT. 175 FT. Design, p.c. AGGREGATE. HARDIE CEMENT CLAPBOARD LOT DEPTH: 250 FT. 330 FT. APPROVED AS NOTED 1171 Old Country Road suite 6 Plainview,NY 11803 1/2-INCH ISOLATION JOINTS AROUND PERIMETER AND AT PENETRATIONS tel:631 -393-2871 THROUGH SLAB. BUILDING HEIGHT: 35 FT. 32'-0" FT. oAlT •� e•P fax:516-822-2743 FIBER REINFORCEMENT ADDED TO MIX AT PLANT, TYPICALLY 1.5 POUNDS PER J` Ff BY: newhabitatarch@gmail.com TO REDUCE PLASTIC SHRINKAGE CRACKING. NUMBER OF STORIES: 2 1 2 MAX. 2 CUBIC YARD, -T_ 'i HARDIE CEMENT HINGLES NOTIFY BUILDING DEPARTMENT AT SAW-CUT CONTRACTION JOINTS, CUT 1-INCH-DEEP EVERY 8 TO 12 FEET. �I T �� FRONT YARD SETBACK: 60 FT. 60.3 FT. 631-765-1802 8AM TO 4PM FOR THE KEEP PANELS AS SQUARE AS POSSIBLE. SIDE YARD SETBACK: 20 FT. 33.4 FT. FOLLOWING INSPECTIONS: PECONIC RESIDENCE REINFORCE INSIDE (REENTRANT) CORNERS WITH 4-FOOT LENGTHS OF #3 -- - ARCHITECTURAL ASPHALT SHINGLE ROOF BOTH SIDE YARDS 45 FT. 84.5 FT. 1. FOUNDATION-TWO REQUIRED REBAR LAID DIAGONALLY TO MINIMIZE CRACKING. - , BACKYARD SETBACK: 75 FT. 156 FT. FOR POURED CONCRETE SITUATED AT 2. ROUGH-FRAMING 8 PLUMBING 625 WELLS ROAD PECONIC,NY 11958 3. INSULATION METAL ROOF 4. FINAL-CONSTRUCTION MUST TOWN OF souTHOLD BE COMPLETE FOR C-O. SUFFOLK COUNTY NY. ALL CONSTRUCTION SHALL MEET'tHE SCTM: DISTRICT 1000, SECTION 75, REQUIREMENTS OFTHE CODESOF NEW INTERIOR WALL 2X4 TYPE BATT INSULATION YORK STATE NOT RESPONSIBLE FOR BLOCK 6, LOT 3.3 2X4 WD. STUD WALL @ 16" O.C. W/ ONE DESIGN ORCONSTRUCTOIVERRORS I-AYER OF 5/8" GYP. BD. ON EACH SIDE. THE GENERAL CONTRACTOR OR OWNER/CLIENT l CAN VIEW OR LOOK UP ANY NEW YORK STATE 2 LB. EPS RIGID INSULATION BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS OR NOT,CAN GO TO THE FOLLOWING WEB STIE: HTTP://PUB LIC ECODES.CYB ERREGS.COM/STMY/ST/INDEX.HIM INTERIOR WALL 2X5 TYPE CRUSH STONE 2X6 WD. STUD WALL @ 16" O.C. W/ ONE LAYER 5/8" GYP. BD. ON y EDUCATION LAW ARTICLE 145 PROFESSIONAL &LAND BOTHE SIDES OR 1/2" CEMENT BD. /GREEN BD. ON WET SIDE. SURVEYING,SECTIONSNGINEERING 209;T ISAVIOLATION OF 7 -- -- THIS LAW FOR ANY PERSON,UNLESS HE IS kWOOD TRELI S ACTING UNDER THE DIRECTION OF A LICENSED -T ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. 1 HR. FIRE RESISTANT GARAGE CEILING: g COVER SHEET, LOT DATA, 23/32 T&G SHEAT. (EXPOSURE 1) W/ 8d NAILS D GENERAL LEGEND .-- --�. 14" TGI 360 @ 16 O.C. 2 ,:;.SEAL&,SIGNA�'URE DATE: 05-OS-2024 ROXUL 5 1/2" MINR. WOOL BATT AUG 3 ?0?/�GAL. STEEL HAT FURRING CHAN. @ 16" O.C. 'r ' ' ra- �TICRt PROJECT#11631 1 LAYER 5/8 TYPE C G.W.B. Cuf• •nfi DeP Town of Southold � ' "_.,'� DRAWN BY: DR �� CHECKED BY: DR .: ;::'t t SCALE: AS INDICATED s SHEET Al , 0 PAGE: 1 OF 18 Generated by REScheck-Web Software SIPS NOTES REV. DESCRIPTION DATE- INITIAL SUBMISSION TO T.O.S. 05 14 24 Compliance Certificate GENERAL NOTES: SECTION R319 PROTECTION AGAINST DECAY 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 SIP BEST PRACTICES: SPLINES ARE FLUSH TO OSB FACINGS AT • CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION SITE R319.1 LOCATION REQUIRED. ALL BEARING LOCATIONS TO PROVIDE MIN. BEFORE BEGINNING ANY PHYSICAL WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE 1. HANDLE SIPS WITH APPROPRIATE CARE. PROTECT SIP CORNERS AND AVOID LIFTING SIPS BY EDGE OF 1 1/2" BEARING FOR BOTH SPLINE AND INTENT TO THESE PLANS, SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING PROTECTION FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF TOP FACING. SIP. GOVERNING CODES, LAWS, ORDINANCE, ZONING AND REGULATION. NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH Project Ravn Residence 2. STORE SIPS AND ACCESSORIES A MINIMUM OF 3 INCHES ABOVE GROUND/SURFACE. SUPPORT SIPS I ALL WORK SHALL CONFORM TO THE NEW YORK STATE BUILDING CONSTRUCTION CODE, AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL FLAT ON MINIMUM OF 3" WIDE STICKERS WITH LENGTH EQUAL TO THE WIDTH OF THE SIPS WITH _ _ N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE AND ALL LOCAL, RULES, BE LISTED IN SECTION 4 OF AWPA U1. Energy Code: 20113 IECC STICKERS PLACED NO FURTHER THAN FOUR FEET ON CENTER, OR EQUIVALENT. _ _ REGULATIONS AND ZONING LAWS. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 Location: Peconic, New York 3. PROTECT SIPS AND ACCESSORIES FROM WEATHER WITH BREATHABLE OPAQUE, WHITE, OR - - - - _ _ • IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES OR Construction Type: Single-family LIGHT-COLORED COVERINGS. IMPORTANT! DO NOT USE CLEAR OR COLORED PLASTIC FILMS TO COVER INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305MM) TO THE SIPS. KEEP SIPS COVERED TO AVOID EXPOSURE TO WEATHER FOR AN EXTENDED PERIOD OF TIME. CONFLICTS WITH WHAT IS INDICATED ON THESE PLANS AND SPECIFICATIONS. THE Pro'ectT e:�` � - - - _ EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE I Type: New Construction EXPOSURE TO MOISTURE CAN CAUSE WOOD PRODUCTS TO SWELL MAKING INSTALLATION MORE SIP TAPE LOCATED INTERIOR OR ` / /r ,., _ 4- CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD THE CONTRACTOR PERIPHERY OF THE BUILDING FOUNDATION. Orientation: Bldg. 270 de from North EXTERIOR PER PBS-105 / t I g' DIFFICULT. PROTECT SIPS FROM WEATHER AS SOON AS PRACTICAL AFTER INSTALLATION. f/ / - FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION Conditioned Floor Area: 4,283 ft2 4. INSTALL FASTENERS FLUSH TO SIP FACING SURFACE. BE SURE NOT TO OVERDRIVE SCREW HEADS f / _ - - ALL RESPONSIBILITY AND LIABILITY ARISING THERE OF. SPECIFICATIONS HAVE BEEN PREPARED BY THE ENGINEER AND Glazing Area 12% INTO SIP FACINGS. f / /// _ - • THESE DRAWINGS AND WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. NO OVERSIGHT,ERROR,OR OMISSION ON THE SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH PART OF THE ENGINEER/ARCHITECT,OR HIS/HER Climate Zone: 4 (5,572 HDD) 5. IF FIELD CUTTING OPENINGS BE SURE THAT THE EDGE OF THE OPENING CUTS STOP AT A COMMON / '/ �� TO THE BEST OF HIS KNOWLEDGE AND BELIEF MEET THE REQUIREMENTS OF THE N.Y.S. REPRESENTATIVE SHALL LEGALIZE THE Permit Date: CORNER. CONTINUATION OF THE CUT PAST THE CORNER SIGNIFICANTLY DECREASES THE STRUCTURAL STRUCTURAL 2X SPLINE CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT IN ORDER TO MINIMIZE DAMAGE TO ALL MEMBERS OF /// / /� �� ENERGY CONSERVATION CONSTRUCTION CODE. THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. ERECTING,CONSTRUCTION,ALTERATION, Permit Number: CAPACITY OF THE SIP. f / / / THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING REMOVAL,USE,OR OCCUPANCY OF A BUILDING / / f // / / / � CONTINUOUS BETWEEN / // // / // ANY EXISTING AREAS AND CONDITIONS. EXISTING WORK DAMAGED AS A RESULT OF CLEARANCES OF LESS THAN 0.5 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. OR STRUCTURE THAT DOES NOT CONFORM TO All Electric true 6. PROVIDE LEVEL AND SQUARE FOUNDATIONS AND/OR SUPPORTING FLOORS. REMOVE DEBRIS FROM SILL SUPPORTS. f/ //// // / //// NEW CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, AT NO WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A THE PROVISIONS OF THE BUILDING CODE AND PLATE BEFORE SIP INSTALLATION. THE BUILDING ZONE ORDINANCE. H s Charger true 7. INSTALL SIPS IN ACCORDANCE WITH APPROVED DRAWINGS. DOUBLE CHECK SIP SIZES AND ELECTRICAL f/ /�/ // / / ADDITIONAL COST TO THE OWNER. CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND. Has Char er true Has Bette S. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSION ANY DEVIATION FROM ANY STRUCTURAL Has Heat Pump: true // / / // / // / �� •Battery: true CHASE ORIENTATION WITH SIP SHOP DRAWINGS BEFORE INSTALLATION.8. DETAILS SPECIFYING SIP TAPE AND SEALANT APPLICATION MUST BE FOLLOWED. / /// // / / / ZP THE ENGINEER HAS NOT BEEN RETAINED FOR ON SITE INSPECTION OR OBSERVATION OF ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS MEMBERS AS INDICATED ON THESE PLANS SUCH 9. PROVIDE ADEQUATE BRACING OF SIPS DURING INSTALLATION. / // // / // CONSTRUCTION. AS HORS TRIMMERS,1-BEAMS. SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., 10. FOLLOW PROPER NAILING REQUIREMENTS ACCORDING TO DETAILS AND JOB SPECIFIC ENGINEERING. BE / // / / / / Q� • DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, SURE TO ADJUST YOUR NAIL GUN SO THAT NAIL HEAD IS FLUSH TO SIP FACINGS. f/ // / // / / ° THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY ARE MADE STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, 11. USE FACTORY PROVIDED ELECTRICAL CHASES IN SIP CORE OR SURFACE MOUNT CONDUIT. FACINGS f/ // / // / / INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE // / / �S' EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR SITES AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS ARCHITECT PRIOR TO THE COMMENCEMENT OF SHOULD NOT BE CUT HORIZONTALLY OR VERTICALLY IF ADDITIONAL CHASES ARE REQUIRED. CONSULT // // / Construction Site: Owner/Agent: Designer/Contractor: / / / o� OR EXTENSIONS AND EXPANSIONS TO THIS PROJECT EXCEPT BY WRITTEN AGREEMENT OR FRAMING MEMBERS ANY PHYSICAL WORK. 625 Wells Road Daniella Ravn YOUR SIPS REPRESENTATIVE TO DISCUSS OPTIONS. f / /// 0 // / / // v ALONG WITH APPROPRIATE COMPENSATION TO THIS ENGINEER. Peconic,NY 11958 New Habitat Architecture&Design, 12. MAKE SURE TO PRE-DRILL TOP AND BOTTOM PLATES FOR THE VERTICAL ELECTRICAL CHASES IN THE / // • WHERE JOIST HANGERS OR STEEL FRAME CARRIERS ARE USED AND WHERE WOOD CONTRACTOR SHALL CHECK AND VERIFY ALL 1171 Old Country Road 13. SIPS CAN BE HEAVY. LIFT AND PLACE SIPS WITH APPROPRIATE EQUIPMENT. P.C. WALL SIPS. PRE-DRILL DRILL VERTICAL MEMBERS AT HORIZONTAL CHASE LOCATIONS. j / /// / / //// �QQ CONNECTORS TYPE OR GUSSET ARE CALLED FOR THESE DRAWINGS, ONLY FASTENERS R319.1.1 FIELD TREATMENT. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES CONDITIONS AT THE CONSTRUCTION SITE / // // / /suite 6 14. WHEN USING 2X, ENGINEERED WOOD, OR I-JOIST SPLINES, USE ONLY CONTINUOUS MEMBERS; �/ / /// �Q RECOMMENDED BY THE MANUFACTURER ARE TO BE USED. OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH BEFORE BEGINNING ANY PHYSICAL WORK.HE Plainview, 11803 HALL FAMILIARIZE HIMSELF WITH THE INTENT TO STRUCTURAL SPLINES MUST BE CONTINUOUS BETWEEN SUPPORTS. /// • PROVIDE A STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PAVED AREAS. AWPA S 1641 M4. THESE PLANS,SPECIFICATIONS AND ALL OTHER newhabitatarch@gmail.com 15. PROVIDE APPROPRIATE BEARING FOR ROOF SIPS PER DETAILS. I ( / /// • THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS, INFORMATION INCLUDING GOVERNING CODES, newha 16, BEFORE COVERING ROOF SYSTEM MAKE CERTAIN THAT OSB MOISTURE CONTENT OF TOP + BOTTOM // TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE LAWS,ORDINANCE,ZONING AND REGULATION FACINGS, AND SPLINE MATERIAL DOESN'T EXCEED APA MAXIMUM MOISTURE CONTENT // / PERFORMANCE OF THEIR WORK, AND SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF R BEDDED I GROUND CONTACT. ALL WOOD G CONTACT WITH THE GROUND, EMBEDDED N CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE RECOMMENDATIONS. ��/ � ANY CONTRACTOR WITH THE OWNER, AND IN ACCORDANCE WITH THESE PLANS AND THE CONTRACTOR SHALL VERIFY ALL 17. MAKE SURE SIPS ARE CLEAN AND DRY BEFORE APPLYING INTERIOR OR EXTERIOR MATERIALS. // `�\ SPECIFICATIONS. OCCUPANCY SHALL BE APPROVED PRESSURE-PREXPOSED TO THE WEATHER THAT SUPPORTS MANENT STRUCTURES INTENDED FOR HUMAN EXISTING START STARTINGCONDITIONS CONSTRUCTION&N DIMENSIONS BEFORE 18. THESE DRAWINGS ARE NOT TO BE USED FOR ANY OTHER SITE LOCATION OTHER THAN VE TREATED WOOD SUITABLE FOR SHALL NOTIFY ALL SIP ROOF PENETRATIONS SHOULD BE REVIEWED BY A LICENSED STRUCTURAL ENGINEER. � • GROUND CONTACT USE, EXCEPT UNTREATED WOOD MAY BE USED WHERE ENTIRELY BELOW THE ENGINEER OF ANY AMBIGUITIES OR Compliance: 32.1%Better Than Code Maximum UA:759 Your UA:515 Maximum SHGC:0.40 Your SHGC:0.40 19. USE CODE RECOGNIZED FLASHINGS AND EXTERIOR WALL AND ROOF COVERINGS. THAT INTENDED BY THE PARTY NAMED ON THESE DRAWINGS FOR ONE PLOT LOCATION GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER. DISCREPANCIES BEFORE PROCEEDING WITH THE e o ester or worse Than code Index reflects how close to compliance the hose is based on code tradeoff rules. 20. USE CODE RECOGNIZED THERMAL BARRIERS ON INTERIOR PER BUILDING CODES. WITHOUT REVIEW AND WRITTEN PERMISSION FROM THE ENGINEER. THESE DRAWINGS WORK. IF ANY QUESTIONS ARISE BEFORE OR It DOES NOT provide an estimate of energy use or cost relative to aminimum-code home. . DETAILS OF THE DRAWINGS,THE CONTRACTOR Slab-on-grade 21. PLUMBING SHOULD NOT BE INSTALLED WITHIN SIPS; SEE PBS-112 AND PBS-111 FOR ALTERNATIVES. SPLINES ARE FLUSH TO FOAM ARE PREPARED FOR THE SOLE USE TO CONSTRUCT ONLY ONE BUILDING AT THE DURING CONSTRUCTION AS TO THE INTENT OR assembly n tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assemblly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 22. FILL ALL VOIDS WITH LOW EXPANDING FOAM COMPATIBLE WITH EPS. AT OVERHANGS TO ALLOW FOR SPECIFIED LOCATION. R319.1.3 GEOGRAPHICAL AREAS 23. SIP STRUCTURES SHOULD BE REVIEWED BY A LICENSED STRUCTURAL ENGINEER. SIP SUPPLIER IS NOT SHALL CALL THE DESIGNER FOR CLARIFICATION CONTINUOUS SUBFASCIA • THE ENGINEER &/OR PREPARER IS NOT RESPONSIBLE FOR ANY DEVIATION FROM THESE IN GEOGRAPHICAL AREAS WHERE EXPERIENCE HAS DEMONSTRATED A SPECIFIC NEED, AND/OR INSTRUCTIONS.IF THE CONTRACTOR RESPONSIBLE FOR ERRORS IN DESIGN OR ENGINEERING. DIAPHRAGM CHORD. PLANS AS APPROVED BY THE BUILDING DEPT. AND AS PER N.Y.S. FIRE PREVENTION & APPROVED NATURALLY DURABLE OR PRESSURE-PRESERVATIVE-TREATED WOOD SHALL BE FAILS TO FOLLOW THE ABOVE PROCEDURE HE Envelope Assemblies_ 24. ENGINEERED DETAILS TAKE PRECEDENCE OVER GENERIC DETAILS. CURRENT NYS BLDG. CODE. USED FOR THOSE PORTIONS OF WOOD MEMBERS THAT FORM THE STRUCTURAL SUPPORTS OF SHALL ASSUME THE RESPONSIBILITY FOR THE 25. PROJECT MUST MEET LOCAL CODE. / CONSEQUENCES OF HIS ACTIONS AND/OR 26. FIELD MODIFICATIONS TO SIPS, SUCH AS OPENINGS AND PENETRATIONS, SHOULD BE REVIEWED BY A BUILDINGS, BALCONIES, PORCHES OR SIMILAR PERMANENT BUILDING APPURTENANCES WHEN DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE THOSE MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY LICENSED STRUCTURAL ENGINEER. CONSTRUCTION NOTES: ROOF, EAVE, OVERHANG OR OTHER COVERING THAT WOULD PREVENT MOISTURE OR WATER CONTRACTOR. 2X TOP PLATE NOTES: TAPE APPLICATION SEQUENCE: ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. DEPENDING ON LOCAL HIP ROOF:Flat Ceiling or Scissor Truss 998 30.0 24.0 0.019 0.026 19 26 THESE PLANS DO NOT RELIEVE THE EXPERIENCE, SUCH MEMBERS MAY INCLUDE: 1. IT IS CRITICAL SIPS ARE SEALED FOLLOWING DETAILS TO • CONCRETE FOOTINGS ARE TO REST ON FIRM VIRGIN SOIL. FOOTINGS ARE DESIGNED CONTRACTOR OR THEIR SUB-CONTRACTOR OF mud room Ceiling: Flat Ceiling or Scissor Truss 213 30.0 24.0 0.019 0.026 4 6 PREVENT POTENTIAL MOISTURE DAMAGE. 1. APPL Y TAPE TO JOINTS OVER B54MS ASSUMING A MINIMUM OF (1) TON PER SQ HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS AND DECKING. RESPONSIBILITY FOR FULL COMPLIANCE WITH Garage loft Ceiling:Cathedral Ceiling 753 30.0 24.0 0.019 0.026 14 20 2. MAKE CERTAIN SURFACES ARE CLEAN, DRY, AND FREE OF ROLL OUT TAPE CENTERED OVER BEAM PRIOR TO SIP INSTALLATION AND SECURE TEMPORARILY WITH STAPLES. AFTER 0SOIL BEARING CAPACITY, SUBJECT TO TEST, INSPECTION AND VERIFICATION. VERTICAL MEMBERS SUCH AS POSTS, POLES AND COLUMNS. THE CONTRACT REQUIREMENTS:FOR THE DIRT AND FOREIGN MATERIALS PRIOR TO PLACEMENT OF SIPS ARE INSTALLED AND SECURED OVER TAPE, REMOVE BACKING, PRESS FIRMLY INTO PLACE, AND FIRMLY ROLL. • CONCRETE IS TO BE 3500 LBS. PER SQ. INCH. COMPRESSIVE STRENGTH AT 28 DAYS. ALL BOTH HORIZONTAL AND VERTICAL MEMBERS. AND MATERIALS OF DIMIESS OR PROPER DESIGN CATHEDRAL ROOF:Cathedral Ceiling 1,980 30.0 24.0 0.019 0.026 38 51 INSTALL SEALANT SEALANT. WORK TO BE IN ACCORDANCE WITH A.C.I. STANDARDS. Front(west elevation):Structural Insulated Panels AT EVERY 3. ALWAYS APPLY 3/8" DIAMETER CONTINUOUS BEAD • &DETAIL;FOR FABRICATION AND CONSTRUCTION 1,700 41.0 0.027 0.060 35 77 ( 2. INSTALL SIPS STRUCTURAL STEEL TO BE Fy--50 KSI FABRICATED AND ERECTED ACCORDING TO THE R319.1.4 WOOD COLUMNS. TECHNIQUES;FOR PROPER COORDINATION WITH Orientation:Front CORNER. 4. ALWAYS APPLY SEALANT IN A STRAIGHT LINE OFFSET 1" IF RAIN IS OCCURRING AT TIME OF SIP ROOF INSTALLATION RUN A BEAD OF SEALANT AT EXTERIOR SIP JOINT TO A.I.S.C. CODE. OTHER TRADES AND FOR PROVIDING ALL FROM FACE OF OSB. PREVENT MOISTURE PENETRATION INTO SPLINE JOINT. IF YOU BELIEVE RAIN WILL BE LIKELY DURING INSTALLATION ISTRUCTURAL LUMBER TO BE MINIMUM fb 850 IN BENDING b UNDER NORMAL LOADING. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED DEVICES REQUIRED FOR SAFE AND Project Title: Ravn Residence 5. STORE SEALANT IN A WARM AREA PRIOR TO INSTALLATION CONTACT YOUR SIP REPRESENTATIVE TO PURCHASE ADDITIONAL SEALANT. HEM-FIR OR DOUGLAS FIR TO BE USED. PRESSURE-PRESERVATIVE-TREATED WOOD. EXCEPTIONS: SATISFACTORY CONSTRUCTION&OPERATIONS. Data filename: Report date:07/30/24 DURING COLD WEATHER. DOUBLE JOISTS UNDER PARTITIONS THAT RUN PARALLEL TO SAME DOUBLE JOISTS AND COLUMNS EXPOSED TO THE WEATHER OR IN BASEMENTS WHEN SUPPORTED BY CONCRETE Page 1 of2 I I 6. REFER TO SEALANT SAFETY DATA SHEETS. S. APPLYSIP TAPE TOWALLSANDROOFSIP5 RAFTERS AROUND ALL OPENINGS. PIERS OR METAL PEDESTALS PROJECTING 1 INCH (25.4 MM) ABOVE A CONCRETE FLOOR OR 6 SIP 7. ONE 20 OUNCE TUBE OF SEALANT APPLIED AT A 3/8" 0 DO NOT APPLY SIP TAPE ON THE UNDERSIDE OF ROOF SIPS PRIOR TO THE INSTALLATION OF ROOFING UNDERLAYMENT I ALL HEADERS ARE TO BE (2) 2x8'S UNLESS OTHERWISE INDICATED. HEADERS TO REST ON INCHES (152 MM) ABOVE EXPOSED EARTH AND THE EARTH IS COVERED BY AN APPROVED BEAD WILL YIELD 27 LINEAL FEET. PERIODICALLY CHECK YOUR AND ROOF COVERING. DOUBLE STUD POSTS EACH BEARING SIDE. PROVIDE SOLID VERTICAL SUPPORTS UNDER IMPERVIOUS MOISTURE BARRIER. PRELIMINARY APPLICATION TO ENSURE THAT YOU ARE APPLYING �8» ALL BEAMS. COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE BID/ PERMIT SEALANT AT THE CORRECT RATE. ' o FLOOR FRAMING TO BE REINFORCED WITH 5/43 WOOD CROSS BRIDGING AT MIDSPAN AND PERIPHERY OF THE BUILDING WHEN SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL DRAWINGS o - CONTINUOUS SEALAN�' AFTER SIP SHOP DRAWINGS ARE COMPLETE WE WILL o ° MAXIMUM SPACING OF 8'-0 O.C. q INCLUDE ENOUGH SEALANT TO APPLY (2) 3/8" BEADS AT A HEIGHT MORE THAN 8 INCHES (203MM) FROM EXPOSED EARTH AND THE EARTH IS c a° • TIES: UNLESS SHOWN OTHERWISE, AUXILIARY RAFTER TIES SHALL BE 2x4'S @16"O.C. TIED q<< 8EFOR E AROUND THE ENTIRE FABRICATED SIP PERIMETER 4" ° BACK TO A MINIMUM OF (3) CEILING BEAMS WHEN SUCH BEAMS AND RAFTERS ARE COVERED BY AN IMPERVIOUS MOISTURE BARRIER. ( I INCLUDING OPENINGS. IF YOU REQUIRE ADJUSTMENT TO o PERPENDICULAR TO EACH OTHER. DIAL 811 THE SEALANT PROVIDED BE SURE TO NOTIFY PREMIER Al • ALL WINDOWS TO HAVE STRUCTURAL SUPPORT MULLIONS UNLESS OTHERWISE NOTED. R319.1.5 EXPOSED GLUED-LAMINATED TIMBERS. PROPERTY Mud room Door:Solid Door(under 50°X,glazing) I I PRIOR TO SIGNING A CONTRACT OF SALE. INFORMATION THE STATE OF NEW Orientation:Front I 9. FAILURE TO FOLLOW SEALANT APPLICATION INSTRUCTIONS ���Q ALL WOOD OR STEEL COLUMNS OR POSTS ARE TO BE PROPERLY BRACED AND ANCHORED. THE PORTIONS OF GLUED-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A 21 0.350 0.320 7 7 R� • ALL FLOOR JOISTS SUPPORTING BATHROOMS AND KITCHEN AND LAUNDRY EQUIPMENT TO BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY SCTM YORK REQUIRES Front Door:Solid Door(under 50%glazing) WILL VOID WARRANTY. IT IS CRITICAL THAT SIPS ARE �- o 40 0.350 0.320 14 13 � 4" NOTIFICATION BY Orientation:Front I I SEALED CORRECTLY TO PREVENT MOISTURE FROM BE SPACED AT 12"O.C. MINIMUM. PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH DISTR.:1000 EXCAVATORS, garage Doors:Solid Door(under 50%glazing) CONDENSING INSIDE THE SIPS. ADEQUATE AIR EXCHANGE N • ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U VALUE OF .40 OR BETTER. PRESERVATIVE OR BE MANUFACTURED FROM NATURALLY DURABLE OR SECTION:75 DESIGNERS OR ANY Orientation:Front 171 0.350 0.320 60 55 SEC EQUIPMENT WILL SIGNIFICANTLY REDUCE THIS RISK, CHECK N o " • A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED ON THE CEILING PRESERVATIVE-TREATED WOOD. BLOCK:6 PERSON PREPARING TO JL ADJACENT TO THE SLEEPING SPACES IN ACCORDING WITH THE N.Y.S. CODE 721.1 DISTURB THE EARTH'S INLINE 325 SERIES:Other WITH A MECHANICAL ENGINEER FOR SPECIFIC �' LOT:3.3 SHGC:0.40 186 0.260 0.320 48 59 REQUIREMENTS FOR YOUR STRUCTURE. • WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL SURFACE ANYWHERE IN Orientation:Front MINIMUM 2" OF SIP FRAME, REINFORCE FRAME AROUND ADJACENT TO INTERFERENCE AS REQUIRED TO MAINTAIN R319.2 QUALITY MARK. ZONE:R-80 THE STATE. Back(East elevation):Structural Insulated Panels I SEALANT APPLIED TAPE ADHESION TO SIP STRUCTURAL INTEGRITY OF WALLS, FLOORS, CEILINGS, ROOFS, ETC. LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE-PRESERVATIVE-TREATED IN ACCORDANCE OWNER: 1,700 41.0- 0.027 0.060 38 84 WITH SECTION R319.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY STEPHEN&DANIELLA RAVN Orientation:Back °/ CONTINUOUSLY AROUND FACT OF JOINT THAT MAINTAINS CONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF 16 EPHEN SAGAMORE ROAD EAST NORWICH NY Mud Room Door:Solid Door(under 50,°glazing) ELECTRICAL CHASES THE PRODUCT AND THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES 11732 Orientation:Back 18 0.350 0.320 6 6 I I I 1" VARIES 1" T Porch Door:Glass Door(over 50%glazing) T SHGC:0.40 40 0.350 0.320 14 13 FULL 3/8"0 BEAD SEALANT IS REQUIRED. 2" DIAMETER WITH THE REQUIREMENTS OF THE AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD 631-885-1641 Orientation:Back I I NOT A FLATTENED 3/8" WIDE RIBBON. PROGRAM. dravn@aelandsurveying.com ARCHITECT: INLINE 325 SERIES:Other SEALANT WILL SPREAD DURING ASSEMBLY. 'I i THE CONSTRUCTION TYPE R319.2.1 REQUIRED INFORMATION. THE REQUIRED QUALITY MARK ON EACH 0,01 DESIGNATION SHALL BE "I", SHGC:0.40 243 0.260 0.320 63 78 FIRMLY ROLL REFLECTIVE Orientation:Back INSTALL ALL TAPE "II "III", "IV" OR "V" To Side(north)wall:Structural Insulated Panels SEALANT INDICATE THE CONSTRUCTION WHITE PIECE OF PRESSURE-PRESERVATIVE-TREATED LUMBER OR PLYWOOD SHALL CONTAIN THE New Habitat Architecture & I j j 919 41.0 0.027 0.060 25 55 FOLLOWING INFORMATION: Orientation:Left side ;! ;; CLASSIFICATION OF THE AT EVERY STRUCTURE UNDER SECTION Design, c. Side(south)wall:Structural Insulated Panels CORNER. i 602 OF THE BCNYS IDENTIFICATION OF THE TREATING PLANT. 9 P• Orientation:Right side 1,134 41.0 0.027 0.060 25 56 TYPE OF PRESERVATIVE. 1171 Old Country Road suite 6 g 1. IT IS CRITICAL SIPS ARE SEALED FOLLOWING DETAILS TO PREVENT THE MINIMUM PRESERVATIVE RETENTION. Plainview,NY 11803 INLINE 325 SERIES:Other I I � /4„ SHGC:0.40 196 0.260 0.320 51 63 2X BOTTOM PLATE 1" VARIES 1" POTENTIAL MOISTURE DAMAGE. END USE FOR WHICH THE PRODUCT WAS TREATED. tel:631 -393-2871 fax:516-822-2743 Orientation:Right side SECTION 2. MAKE CERTAIN SURFACES ARE CLEAN, DRY, AND FREE OF DIRT AND REFLECTIVE RED STANDARD TO WHICH THE PRODUCT WAS TREATED. newhabitatarch@gmail.com garage Floor: Grade(Unheated) Insulation position:Horizontal Insulation FOREIGN MATERIALS PRIOR TO PLACEMENT OF SEALANT. PANTONE #187 STROKE IDENTITY OF THE APPROVED INSPECTION AGENCY. Insulation deppth:th:4 4.0.0'' 104 10.0 o.6ao 0.700 0 0 3. ALWAYS APPLY 3/8" DIAMETER CONTINUOUS BEAD. THE DESIGNATION "DRY," IF APPLICABLE. EXCEPTION: QUALITY MARKS ON LUMBER LESS 4. ALWAYS APPLY SEALANT IN A STRAIGHT LINE OFFSET 1" FROM FACE OF THAN 1 INCH (25.4 MM) NOMINAL THICKNESS, OR LUMBER LESS THAN NOMINAL 1 INCH BY 5 Mud room slab:Slab-On-Grade(Unheated) Insulation depth:4.0' I IT OSB. COMPONENTISN FOR THAT ARE OF RUSS INCHES (25.4 MM BY 127 MM OR 2 INCHES BY 4 INCHES 51 MM BY 102 MM OR LUMBER PECONIC RESIDENCE Insulation position: Fully Insulated(un.iform R-value 65 20.0 0.261 0.360 0 0 5. S10RE SEALANT IN A WARM AREA PRIOR TO INSTALLATION DURING COLD ) ( ) II OR ENGINEERED TYPE across perimeter and under slab) I WEATHER. coNSTRucrloN 36 INCHES (914 MM) OR LESS IN LENGTH SHALL BE APPLIED BY STAMPING THE FACES OF SITUATED AT Crawl Space Wall:Solid Concrete or Masonry j 6. REFER TO SEALANT SAFETY DATA SHEETS. FLOOR FRAMING, INCLUDING EXTERIOR PIECES OR BY END LABELING NOT LESS THAN 25 PERCENT OF THE PIECES OF A F BUNDLED UNIT. 625 WELLS ROAD PECONIC, NY 11958 7. ONE 20 OUNCE TUBE OF SEALANT APPLIED AT A 3/8" m BEAD WILL YIELD 21 GIRDERS AND BEAMS Wall height: grade: 2,083 0.0 23.4 0.039 0.065 54 90 LIIIEAI FEET. PERIODICALLY CHECK YOUR APPLICATION TO ENSURE THAT TOWN OF SOUTHOLD Depth below grade:4.0' SECTION YCU ARE APPLYING SEALANT AT THE CORRECT RATE. "R" ROOF FRAMING R319.3 FASTENERS. SUFFOLK COUNTY Insulation depth:6.0' NY.Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 8. AFTER SIP SHOP DRAWINGS ARE COMPLETE WE WILL INCLUDE ENOUGH FASTENERS FOR PRESSURE-PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD SHALL BE calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in SEALANT TO APPLY (2) 3/8" BEADS AROUND THE ENTIRE FABRICATED SIP "FIR" FLOOR AND ROOF FRAMING SCTM: DISTRICT 1000, SECTION 75, REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. PERIMETER INCLUDING OPENINGS. IF YOU REQUIRE ADJUSTMENT TO THE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR FULL 3/8"4 BEAD SEALANT IS COPPER. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE BLOCK 6, LOT 3.3 REQUIRED. NOT A FLATTENED SEALANT PROVIDED BE SURE TO NOTIFY PREMIER PRIOR TO SIGNING A NOTE: LABEL TO PLACED AT WITH ASTM A 153. EXCEPTIONS: 3/8" WIDE RIBBON. SEALANT CONTRACT OF SALE. OUTDOOR ELETRCAL BOX AND Name-Title Signature Date INDOOR ELETRICAL PANEL. ONE-HALF-INCH 12.7 MM 9• FAILURE TO FOLLOW SEALANT APPLICATION INSTRUCTIONS WILL VOID ( ) DIAMETER OR LARGER STEEL BOLTS. WILL SPREAD DURING ASSEMBLY. WARRANTY. IT IS CRITICAL THAT SIPS ARE SEALED CORRECTLY TO FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF THE GENERAL CONTRACTOR OR OWNER/CLIENT PREVENT MOISTURE FROM CONDENSING INSIDE THE SIPS. ADEQUATE AIR DESIGN LOADS MECHANICALLY DEPOSITED ZINC =2 COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE CAN VIEW OR LOOK UP ANY NEW YORK STATE EXCHANGE EQUIPMENT WILL SIGNIFICANTLY REDUCE THIS RISK, CHECK WITH WITH ASTM B 695, CLASS 55, MINIMUM. BUILDING CODE REFERENCES OR SECTION A MECHANICAL ENGINEER FOR SPECIFIC REQUIREMENTS FOR YOUR NUMBERS EITHER MENTIONED ON THESE PLANS Project Title: Ravn Residence Report date: 07/30/24 STRUCTURE. OR NOT,CAN GO TO THE FOLLOWING WEB STIE: Data filename: Page 2 of2 L/480 LIVE LOAD DEFLECTION HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM EDUCATION LAW ARTICLE 145 ROOF 25 PSF LIVE/SNOW LOAD PROFESSIONAL ENGINEERING&LAND 15 PSF DEAD LOAD SURVEYING,SECTION 7209;IT IS A VIOLATION OF INSTALL S ANT // / SIP 40 PSF TOTAL LOAD THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED AT EVERY / ENGINEER OR LAND SURVEYOR,TO ALTER AN CORNER FLOOR BEDROOM 30 PSF LIVE LOAD ITEM IN ANYWAY, ADD "T" ABOVE 10 PSF DEAD LOAD INSTALL BEAD AT,/ / INSULATED WALL. SIP WALL TO SIP CLIMATIC AND GEOGRAPHIC; DESIGN CRITERIA // // PORFPBO-500¶ON 40 PSF TOTAL LOAD DESIGN CRITERIA / FLOOR LIVING 40 PSF U\E LOAD GENERAL NOTES GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD 10 PSF DEAD LOAD ENERGY COMPLIANCE SNOW LOA SPEED DESIGN DESIGN UNDERLAYMEN HAZARDS 50 PSF TOTAL LOAD ,& CATEGORY WEATHERING FROST LINE DATE:OS-05-2024 NE DEPTH TERMITE DECAY TEMP. REQUIRED CONTINUOUS SEALANT \ 25 PSF 130 MPH C SEVERE 36" M-H M 11' YES FEMA PANEL 0162H DECK 30 PSF LIVE LOAD .,_.I ,t PROJECT#11631 10 PSFDRAWN BY: DR ZONE X (FLOOD EL 6) 40 PSF DTOTALEADLOAD LOAD CHECKED BY: SR t SEALANT AT SEALANT APPLIED 1 SCALE: AS INDICATED EMBEDDED SPLINE CONTINUOUSLY AROUND SOIL SAND, SILTY SAND (SP) ? SHEET JOINTS ELECTRICAL CHASES 2,000 PSF ��� PAGE: 2 OF 18 REV. DESCRIPTION DATE _ I ^ - INITIAL SUBMISSION TO T.O.S. 05 14 R124 (/\-\\ / \ 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 H, M Q EX, \ 1S25109 - \ _ Y _ _1 (S31°0�"E�-- • , , , r / // /_� , � \ � \ \ \ \ C � 41° ,�� �7 / ^ \ B-• ,��� = , �� 'rl.•E'�. /C� � )�� Q IIFNf-�� �- � �-d�1 0 7 )) � \ ♦ • �/ - - 50 f �/ /� \ �v -2 \J\ O� T -' °°® \ \ 4� \ \ \ NO OVERSIGHT,ERROR,OR OMISSION ON THE • //� \ \ 1 \ L'1` 1°rQ �_ �. s - _ -•� '` '' •_.- ;NO - - "tw I 2210 f 317 f- - - -' ^ \� PART OF THE ENGINEER/ARCHITECT,OR HIS/HER 1 / / / \ '\ 1 \• \• \ .�,_ - -' / J a�" �� - L -_%__ r-. _ - _ \C\ c 4 ,\-.s - _ _ -� \ �iS ��\ \ \ REPRESENTATIVE SHALL LEGALIZE THE 1 -{� _ \ ERECTING,CONSTRUCTION,ALTERATION, • \ \' \ - / • �` 1.6 •_ _ \�-- -� �- - - _ _ r �� �\ REMOVAL,USE,OR OCCUPANCY OF A BUILDING �lJE I L•ANS / ,r/ �\ \ '_ ___J_ l y _ - _ - I I _ _ I �/�L _ \\ \ •�- J/i - - - \ _ ,, \ \ �- _ _ i• , OR STRUCTURE THAT DOES NOT CONFORM TO • �` `• _ • - 7� •' ' ' ' ' J L� 1' �� \ , '` THE PROVISIONS OF THE BUILDING CODE AND /' l ' ,• .� _ - - - -_- - - - - - �1ETV_Xs-,- - - - •'� ' _ �,• •\= 3• \ �/, �, \,�����\� \ \ ( I THE BUILDING ZONE ORDINANCE. - - - - - - - -1-__�:..� �•����- 3.2 � / � � -� � \ � � - � \ \ \ r • = -. - ��,r_� \r Z ^ \ 19p, ,/ // ANY DEVIATION FROM ANY STRUCTURAL _ _ _� \ \ � - �� MEMBERS AS INDICATED ON THESE PLANS SUCH 1• '��` �/ / / 100 4.2 - _ _ _ I \\ r \ \ _ _ _ \\ \ \ \.\ _ _ � /J� - - = _ - _ `fQ-,- ' 1 \ ,\��• ���,�� \ G rFO�� AS HORS_TRIMMERS,1-BEAMS. C/r PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., i, c /`" / !! _ _1 / / / i _ \ \ \ \ �■ .••,�//- _ / - - - - - - Z�\ \ \ ,� s�o/\ CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, _ - - x�� STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, / / / / / _ ` \ \\ \ \ \-/ \ \ -' \ \\ -� ti \ LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE � � \ � \ / � \\ , � ARCHITECT PRIOR TO THE COMMENCEMENT OF 1 \: / ` �_ - - - - - ANY PHYSICAL WORK. J 3.8 WETLAN FLAGG D BY ;\ / / I : / / / / / \ \ \ \/ \ L \. \ -\ � 1 - _ � � / � \ � \ / � / / / � � \ � �/ I 1 I \ \ � mac{' \ � \ CONTRACTOR SHALL CHECK AND VERIFY ALL STEPHEN RAVN, P.E.,/P.L.S. �:- - - / \ \ \ \ ' -T- \ I I 3.2 \ \\\'� /F\ �� �\� \ \ CONDITIONS AT THE CONSTRUCTION SITE LOCATED BY AMER.YN / / 1�U \ 1 BEFORE BEGINNING ANY PHYSICAL WORK.HE EN ERfNG BLAND \�� / _ 1 I \ \ 2 _�\ \ 1 SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO \ I / / 8 \ \ \ \ J ` \\ N \ 1 THESE PLANS,SPECIFICATIONS AND ALL OTHER SURVEYING, P.C. ON 12/0 /20 / \ ; / p�5�y \ \ \ \ i \ - ,\ \ \ INFORMATION INCLUDING GOVERNING CODES, / 5���gPCK I \ \ � \ / � � I � \ \ ^ � �,\'S��\�\ \ 1 ♦`' � - LAWS,ORDINANCE,ZONING AND REGULATION / \ �/ \ \ \ \ \� \ \ '��� - THE CONTRACTOR SHALL VERIFY ALL \ \ \ / `5. \ \ \ \ -� \ \ \\ \ soy• \ - \ EXISTING CONDITIONS&DIMENSIONS BEFORE 7.6` \ \ \ \ \ \ / / / \\ \ C \ \ \\ r \, \•1 \� \ ��� \ ��� STARTING CONSTRUCTION&SHALL NOTIFY ; \ \ ` gPCK `7 \ \ \ / /�- - \\ \ , 9 \ �\ \ 2\� \ Vol -\ F� \\ THE ENGINEER OF ANY AMBIGUITIES OR / / \ \ ; TOTAL LOT AREA: \ \ ``�\S� \ ��\ �� / \ \ \ \ J.\ ` \'\�� \� \\�Z \ / �J�/ DISCREPANCIES BEFORE PROCEEDING WITH THE `°-I \ 2.278 ACRES g��`C, \ \ T \ / �- _ \\ -H \ I- /^ \\ \r" \ . \,� �r\ \� �� \ / / WORK. IF ANY QUESTIONS ARISE BEFORE OR I -H: J io : ��� \ \ _ r _�_ // \ `�~_ \\ L DURING CONSTRUCTION AS TO THE INTENT OR 5'9 ON \ \ ,°p` �� / \ \ \ _ -6 \\ \\ CED \ \ �- DETAILS OF THE DRAWINGS,THE CONTRACTOR 1 / / -H t! ` CED y \ / Y \ _ _ 1'°�' \ \ \ \ 1 4.6 / I \ / �GJ .� \ \ \ o N _ LAWN- ?;�� \ �� '� 4 SHALL CALL THE DESIGNER FOR CLARIFICATION I - I : EXIST. NATO L�VEGETAEN�0- _ _ 6_ =` - �� \ ` \ \ \ \ \ _ ° CED \ CROP. 3'H PO T\�c 1\RAIL FENCE �����\\\ AND/OR INSTRUCTIONS.IF THE CONTRACTOR J / \ \ \ FAILS TO FOLLOW THE ABOVE PROCEDURE HE / / I 6.8 �� ` ` \ \� i ® w w �w 1 SHALL ASSUME THE RESPONSIBILITY FOR THE FRAM S PLNT. '\\ \ \ \^ 1 \ CONSEQUENCES OF HIS ACTIONS AND/OR _...___,.._.___:,._.�� 50.0' \ 6" SHED n V \ \ f \ \ DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE I 6 9 / I -�_._._ _` {}.------. .--.-.._ -----. , . . -� ..- �� �`�✓� 317 02 W \ ,\ 146.4�5 ' I �I VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY _ CED f 1 ---� CED' o2r e� \ \ / / \ 1 / \ CONTRACTOR. j f 1 �� l \ CHEF I FUTURE POOL AND CABANA. - ' ' _ ° UNDER SEPARATE PERi41T "dam' _ _ - / zl (N33°17 47 W) J / / / \ - 6'6 ,I a 6 9 I _ ' _ _� - w y I \ \ THESE PLANS DO NOT RELIEVE THE / / o ' RESIDENCE W/ PUBLIC ( \ \ CED;,��� -' 6 7 CONTRACTOR OR THEIR SUB-CONTRACTOR OF n'--- I `�CHE "/ / }� 1 o FORMERLY \\ \\ RESPONSIBILITY FOR FULL COMPLIANCE WITH _ / cv LAND NO OR FOR WATER 1 J \\\\�\ \ THE CONTRACT REQUIREMENTS:FOR THE W w oo ALFRED N. DINUNZIO JR. & NO WELLS FOUND J \\\\\ CORRECTNESS OF DIMENSIONS;CLEARANCES _i EN\lE� L__ ! :I :. II U BARBARA H. DINUNZIO� 2.8 AND MATERIAL QUANTITIES;FOR PROPER DESIGN \ LO &DETAIL;FOR FABRICATION AND CONSTRUCTION TECHNIQUES;FOR PROPER COORDINATION WITH r; / w CHE OTHER TRADES AND FOR PROVIDING ALL TOTAL DISTURBED AREA: I ^t:•;. r. ' __ `/ \ / / I / / /- DEVICES REQUIRED FOR SAFE AND 21,693 SF 0.498 ACRES VEGETABLE GARDEN 51 / / I cy ;I 6, / \ w / / ) /`3' I Z SATISFACTORY CONSTRUCTION&OPERATIONS. / J.....-. 3 , ? in 6'9 � CEDARS = EXISTING VEGETATION TO o ILLJ _,_............... REMAIN / � I I ,� _ f / �' : o PRO® SILT FENCE - -- , _. - : - .r.� 4� - _ _ :I 7 p , i �^ �- \ d / '� HAY BALES F" CHE '__ .......... ......................� ........... GATE o I > I n_ 6.6 ::.a i :. -` _ ap - BID/ PPRELIMERMIT z / . .................. : ................................. 1 w POP. DISTURB. cED ,, I ...`, I : g / / °� LO �' 2 STY. FRAME #1235 o A EA LECTRIC_ _ _ _ DRAWINGS z z - --- / / N' .8 \ \ ` ' \ / / d O C y0J q co Q o / WATER _ - .-- - I / C w / 7, 777. G...I r C.>� L[D << 8 E F ORS / - / / 4�� 8.1 PINE C/0 DIAL 811 1 PI - 9-. �^ NE , CED �\ � �u PROPERTY 6X® 51.5' / D•W5\ oLP. = - $$ THE STATE OF NEW ........:. .t.... 7.2 _ arv.a.00 1.3 / / / PROP. 3 H P T & 1 RAIL FENCE o0 ........... . i PR .. .. .;°....... aww ��. whw02ffW as wwww ww wws . w .� w_ w INFORMATION > Op. P 7.Q"':,' S , o \ ® f YORK REQUIRES RMATION O C� / 6.6 4p�CRA F.F.EL �R7H o \ /l ° E' �"O ��� 1 N I / ¢ p1 p� F� LAWN 200�00 , SCTM NOTIFICATION BY _ / \ \---- \ \ \ \ f DISTR.:1000 EXCAVATORS, 5 / 7 2® 9. SACE / ED pp (N33r17'47"W) SECTION:75 DESIGNERS OR ANY O / ACCESS / - _ - - - - _ w/ I`� I I BLOCK:6 PERSON PREPARING TO Z 0 6 / / a -LmJ` 1 `- DISTURB THE EARTH'S - O / ® ' o / r'- 7.3 U LOT:3.3 SURFACE ANYWHERE IN /2 8 // - / $/ ED 9 z POOL MCDONALD GEOSCIENCE ZONE:R-80 THE STATE. / Q CED / w o I ( LEGEND TEST HOLE DATA " / PROP. CRAWL Sp , o = C.L. HEDGE LAND NOW OR FORMERLY . . DATE: 0$ 17 2020 OWNER: /PROP, CARACE LS.EL. 7.00 ACE / Iw c� ON LINEi N3317 02"W BEARING PER FILED MAP .` TREES TO BE REMOVED / / STEPHEN&DANIELLA RAVN 19 Fr. EL.10.10 PROP. GEORGINE ZANESKI CH "Y F.F.EL 0 1 (N33'17'47"W) BEARING NAD83 (LJZONE) fi" . 8.0 BROWN SANDY 11732 _ RESIDENCE / o c N z 16 SAGAMORE ROAD EAST NORWICH, NY w o 16 3 12.00 / z coo w I.P. TREES TO BE PRESERVED ) 0.5' 631-885-1641 44 z 7.5 d 1 o IRON & OR STEEL PIPE FOUND LOAM OL NOTE: o / ED J c� \i cn w � 7.3 z cn w dravn@aelandsurveying.com ow - w CONCRETE MONUMENT FOUND ITM PROPOSED SPOT ELEVATION TREE REMOVAL SCHEDULE a ASS \� / / - 4 o c� ¢ MON. CEDAR TREES TO BE � w cn v o PALE BROWN RELOCATED ELSEWHERE IN ARCHITECT: w ® 0 2�0 m ¢ v z STK. WOOD STAKE FOUND ........_........................ PROPOSED DISTURBED AREA SILTY (ML) QTY. TYPE z ��o ____� 10 ® / 200• CHEI Q L�jm o PROPERTY. VERIFY WITH _ w / / CED 10 WOOD UTILITY POLE PROPOSED EROSION CONTROL _ 3 0� 6 CEDAR OWNER NEW LOCATION. New Habitat Architecture & \ 1 = c� SILT FENCE I Design, p• _ - - - --- w Z 1 / PLANTER ,w fir HE w 1 = \ GUY WIRE /�,\ 2 CHERRY Desi n c. / p Z o o w PROPOSED DRYWELLS PALE BROWN 1171 Old Country Road suite 6 L' I = w -- PROPERTY LINE \ PROPOSED so. \� v FINE SAND (SP) / O'. o Plainview,NY 11803 o z z 6" PROPOSED CATCH BASIN / GRAVEL DRIVE�iVA f / PORTE CO w ,� EXISTING TREES TO REMAIN CHER tel:631 -393-2871 7 j / O o fax:516-822-2743 l �' x v� GROUND WATER _ w - newhabitatarch@gmail.com *FLOOD ZONE NOTE: 6.6 @9 m 1 PROPERTY LOCATED PARTIALLY IN ZONE AE (EL 6.0) AND ELEV. 1.4 1 STY. FRAME #875 ZONE X AS SHOWN PER FLOOD INSURANCE RATE MAP (FIRM) WBROWN FIATER IN NE PROP. 3'H DISTURB. AREA AS FOLLOWS: TO MEDIUM 1 R91L-FENCE I s o MAP NUMBER 36103CO162H SAND (SP) \ COMMUNITY: TOWN OF SOUTHOLD PECONIC RESIDENCE SILT FENCE/ H Y "' COMMUNITY NO.: 360813 7.6 / / z PANEL 162 OF 1026 17.0' SITUATED AT / 8.1 / o Q BALES = MAP DATE: REVISED SEPTEMBER 25, 2009 Z 625 WELLS ROAD PECONIC, NY 11958 /..Cnn w / f .. /: o I 1 TOWN OF SOUTHOLD v' p COn MATERIAL STOCKPILE AREA �' CODE ZONING SUFFOLK COUNTY NY. - - - - - _ 8 _ y 8cr_ .7 0 - 9 SCTM: DISTRICT 1000, SECTION 75, a" CD CRASS �_ / o / o J1 L<, cO a �W o / / �\ o BUILDING AREAS BLOCK 6, LOT3.3 z �, ¢ p v, LO Ln ......................................................................................................... C> ROP• U� .♦ \ CV fV TOWN OF SOUTHOLD • -1•�, z PRESERVE o � ` fCECT/�/� co: PROP. 1 r;" 16" ZONING: R-80 RESIDENTIAL 7 BEECH ° - 0 1 J� a CHF� ° � ELECT. Ln N Q METER 77 0' t A 4 � Cn TOTAL LOT AREA=99,622 SF 2.278 AC 9 NET LOT AREA=89,037 SF 2.044 Ac(EXCLUDES WETLANDS) THE GENERAL CONTRACTOR OR OWNER/CLIENT 1_ 6" 10" 12 ( ° } �� Cn CAN VIEW OR LOOK UP ANY NEW YORK STATE f _ CHE -� � CED �� l ;; �� ; € BEECH BUILDING CODE REFERENCES OR SECTION -&- &` 9 - - _ `°°"° ° 56.0' CEP- \ " CED CED: v ED ! \ 9 2 C.L. HEDGE NUMBERS EITHER MENTIONED ON THESE PLANS w w w w w w sir a w www...•.•... w w y//}1' WESTf GFA CALCULATION: OR NOT,CAN GO TO THE FOLLOWING WEB STIE: MON. _ - - - - - - - - - - /-Z f ff \ \� _ _ 1�� (�(�f LION. _ _ HTTP:I/PUBLICECODES CYBERREGS.COM/STINY/STIINDEX.HIM _1 -9 _ _ _ _ _ -13-3-1� 0�YY - - j �1 T �1 - - - - - - - - _ -{� FIRST FLOOR 2,305 SF ION LAW ARTICLE 145 - - - - _ _ - _ _ Z4�'V )- -- - - -- -- EDGE OF PVMT. 75 LOT DATA PROFESSIONAL ENGINEERING&LAND SECOND FLOOR 2,235 SF (ASPH.) 8 43 / SURVEYING,SECTION 7209;IT IS A VIOLATION OF 8.21 8 25 TOWN OF SOUTHHOLD THIS LAW FOR ANY PERSON,UNLESS HE IS 8.38 - - - - - - - - _ 8.38 / GARAGE 815 SF ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN GARAGE LOFT 71 o SF ZONING: R-80 REQUIRED EXISTING 7.71 ITEM IN ANYWAY. - - _ - TOTAL cRoss FLOOR AREA 6,06s SF MINIMUM LOT SIZE: 80,000 99,247.02 SF 7.58 _ - - -743- - - - - - - - - - - -7:43- - - - - 7.66 WETLANDS AREA: 10,210 SF SITE PLAN LAND NOW OR FORMERLY ACCESSORY STRUCTURES: NET LOT SIZE (EXCLUDES WETUWDS): 89,037 SF TOWN OF SOUTHOLD PROPOSED LOT DATA -o SITE GRADING, TREE REMOVAL -OO (SOD FARM) U OPEN PORCHES 1.118 SF MAX. LOT COVERAGE: 20% 5% 4,425 SF) LOT WIDTH: 175 FT. 175 FT. EAt�SIGNATURE DATE: 08-01-2024 DECKS 167 SF LOT DEPTH: 250 FT. 330 FT. ! `, PROJECT#11631 2ND STORY BALCONIES 320 SF { `" DRAWN BY: DR BUILDING HEIGHT: 35 FT. 32'-3' FT. !.` TOTAL ACCESSORY STRUCT. 1,625 SF NUMBER OF STORIES: 2 1/2 MAX. 2 CHECKED BY: SR FRONT YARD SETBACK: 60 FT. 60.3 FT. t SCALE: 1"= 20' TOTAL BUILDING: 1ST FLOOR+GARAGE+PORCHES+DECKS = 4,425 SF SIDE YARD SETBACK: 20 FT. 33.4 FT. 4 I SHEET BOTH SIDE YARDS 45 FT. 84.5 FT. TOTAL LOT COVERAGE = 4,425 SF / 89,037 5X BACKYARD SETBACK: 75 FT. 156 FT. 1� A2 . 0 �� PAGE: 3 OF 18 �e REV. DESCRIPTION DATE - '( INITIAL SUBMISSION TO T.O.S. 05/14/24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 3.8 Q WETLANDLUNe FLAGG D BY STEPHEN RAVN, P.E.,/P.L.S. / 4.4: LOCATED BY AMERIR�N \ / _ �: - - - - - - - / / / ./ / \ \ \ \ \ \ I I 1 3.2 1 ENC EERfNC7 ELAND ,URVEYING, P.C. ON 12/0 /20 / c' 5 - NO OVERSIGHT ERROR OR OMISSION ON THE PART OF THE ENGINEER/ARCHITECT,OR HIS/HER �� REPRESENTATIVE SHALL LEGALIZE THE I \ I 7.6 ` \ \ / / `5. \ �` ERECTING,CONSTRUCTION,ALTERATION, G \ - \ \ REMOVAL,USE,OR OCCUPANCY OF A BUILDING TOTAL LOT \ V� v\�✓ Q/jy ` 6.7 \ \ \ \ \ / / �- - - \ \ \ �( OR STRUCTURE THAT DOES NOT CONFORM TO I \\ T AREA. \ \ �\S� ` \ \` THE PROVISIONS OF THE BUILDING CODE AND \ \ \ / \ \ THE BUILDING ZONE ORDINANCE. 2.278 ACRES Q g�F \ �'- ---+� \ \ "' :5.9 \� / \ / \ +I ANY DEVIATION FROM ANY STRUCTURAL MEMBERS AS INDICATED ON THESE PLANS SUCH +I NON / \ ° ?'\ ✓ \ AS HORS_TRIMMERS,1-BEAMS. 4.6 / / \ _ ' / \ ` \ -u \ / = ` PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., : EXIST. NATU L VEGF�ATfiQ1V �0 _ _ 6 / \ \ _ _ LAIN ---- _ � \ \ L_ � � '-1- CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, _ ,�� ` \ \ / w TNt� STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, LEI VV ll�� LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF . ANY PHYSICAL WORK. � FRAME PLNT. �® -� 50.0 ` \ / I CONTRACTOR AT SHALL CONSTRUCTION SITE L 6.9 ,%_ �� \ - SHED 3° 17 02"W �� / (��`�✓ � ' BEFORE BEGINNING ANY PHYSICAL WORK.HE C i SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO v` FUTURE POOL AND CABANA. -- -___ - < ° o-� / - l ram/ J \ \ CEO 6•6 UNDER SEPARATE PERMIT 6 9 / - _ / p ) )) THESE PLANS,SPECIFICATIONS AND ALL OTHER _ _ z (N33 17 47 W) • � � I INFORMATION INCLUDING GOVERNING CODES, \ / 6 7 LAWS,ORDINANCE,ZONING AND REGULATION CHE / THE CONTRACTOR SHALL VERIFY ALL / LAND NO EXISTING CONDITIONS&DIMENSIONS BEFORE / NVE�-OP / : / / / C� STARTING CONSTRUCTION&SHALL NOTIFY / �v ��, u\��\NG E ; / \ \ O ALFRED THE ENGINEER OF N. DISCREPANCIES BEFORE �j PROCEEDING WITH THE �� Q / ; / \ I �0 6 BARBAF / \/Q 1, / / / \ Q� L� WORK.IF ANY QUESTIONS ARISE BEFORE OR / DURING CONSTRUCTION AS TO THE INTENT OR / I `�OO / TOTAL DISTURBED AREA: : / : / / \ ,,; CHE SHAL DETAILS OF THE DRAWINGS,THE CONTRACTOR / / FT / I THE DESIGNER FOR CLARIFICATION \ / \ AND/OR INSTRUCTIONS.IF THE CONTRACTOR 21,693 SF 0.498 ACRES ; / VEGETABLE GARDEN \ w / FAILS TO FOLLOW THE ABOVE PROCEDURE HE 6 9 \ / SHALL ASSUME THE RESPONSIBILITY FOR THE / w CONSEQUENCES OF HIS ACTIONS AND/OR 5.7 _.. ............................................ ; r`U' CEDARS \ / / EXISTIN ION TO / o / = G VEGETAT DECISIONS ALL DIMENSIONS ARE+/ &MUST BE REMAIN CL VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY / '� oo \ / CONTRACTOR. ® o PROP. SILT FENCE :� � ;,� �-�'� r-- -•, \ / / ® > HAY BALES / ............... o o z r 40FT. 4 SDR ••:GATE � THESE PLANS DO NOT RELIEVE THE / / CD CONTRACTOR OR THEIR SUB-CONTRACTOR OF 35 WASTE LIN / Q / / / / � RESPONSIBILITY FOR FULL COMPLIANCE WITH P /OP. DISTURB. 16•6� C, FOR FUTURE .7 / / _ / °-/ ® 0 THE CONTRACT REQUIREMENTS:FOR THE Q z AEA ELECTRIC - - - / 2 STY. FRAME 1235 � � - _ -= - CABANA _ _ _ _ _ _ Ln� � / I® � `- CORRECTNESS OF DIMENSIONS;CLEARANCES C-D _ N; 7 8 I �/ / II N N AND MATERIAL QUANTITIES;FOR PROPER DESIGN &DETAIL;FOR FABRICATION AND CONSTRUCTION ............. WATER D,W3 i ` / L0 TECHNIQUES;FOR PROPER COORDINATION WITH z ® m / 33 01 . _ _ ...... O �;,„ �` T L� L17 OTHER TRADES AND FOR PROVIDING ALL ® I... / /f �� C/ DEVICES REQUIRED FOR SAFE AND LL I / / 7•2 ; ) IW300 -`=7 3 1 , SATISFACTORY CONSTRUCTION&OPERATIONS. 6,,e / D I.P. PROP. 3 H P T & 1 RAIL FE -.E� 8.8 Q 1 5...:5...... ... �v5 � o � � ra :_. : y •� 6.6 PROP.5. 1... .. .. / = 11.70 0 ,. ...... ... _ o � N33° �1'02"W o / PORCH � O 7.0•�;,� PRELIMINARY / 0 RAwL C.O j°°_r' O )) \ �- f-\ BID/ PERMIT �fNvs.4o (N3,717'47 W) DRAWINGS A �° 7 9 SPACE OO F.D. � ~ q J ® I/ ACCESS PU pHP FJECTOR - - _ - W / l o 6 , INV 6.00 W, DWELLING c�<< BEFORE y 8 / / 1 /I o/l g 7'3 U FUTURE POOL INV.10.00 F.F.EL. 12.00 - " DIAL 811 Cl- _ PROP. GRADE EL.10.50 / o Pi CABANA ---- N 6 SDR35 PROPERTY � z - � INFORMATION �ROP. CRA / \ w O F.F.EL. 8.50 C.O. --�---- -__-_ t64'® 471`T MIN. - „- THE STATE OF NEW C.L. HEDGE PROP. GRADE --_ 4 SDR35 �- _- N SCTM YORK REQUIRES /PROP. LAND NOV EL.7.00 CRAWL SPACE - »----o --- �LCHING FXISTGARAGE T.S•EL• W( SPACE O = _______ 4 SDR35 o --o GRADS NOTIFICATION BY J U ON LINE± ffL. 80 GALLEYS CD GALLEYS rn LEACHING n EL. 8.0 DISTR.:1000 _ F. R7 pp l W2 W INV.5.80 f44r-__--__ _= PUMP EL. 7.00 ZI) ^ I I� r-L - �+ ^ C9 SECTION:75 DESIGNERS OR ANY 9 EL.10.10 PROP. / Q, _ Z L _ _ J ESIDENCE 2000 L. Z L> co BLOCK:6 PERSON PREPARING TO F.FEL o N z GEORC 4 SDR35 © L� -� - 8,5 1 Z o DISTURB THE EARTH's m o 16.3 : / w 12.00 / Cd /- co / w CD z / 7 5 1/4"/ FT. MIN. LOT:3.3 SURFACE ANYWHERE IN Cl- o 7.3 / , J GRAS O u v� PROVIDE COARSE SAND AND GROUND WATER EL 1.4 ZONE:R-80 THE STATE. _ GRAVEL BACK FILL MATERIAL z cn w SCHEMATIC SEPTIC SYSTEM PROFILE OWNER: / I� w STEPHEN&DANIELLA RAVN W Q J r � � 2,�0/ •_ l --� U � SCALE: 1"=10' U w , I 7 �-� / m ¢ U z 16 SAGAMORE ROAD EAST NORWICH, NY Iz 17.0 --- I / �� i ,ni 20 p / z w � � 11732 0 / IQ Q r) =) I, 631-885-1641 / �W' o \ ® _ I dravn@aelandsurveying.com C) / ���� PLANTER '?�%� o 'o \ / °y�} o _ w SANITARY `DESIGN SYSTEM ARCHITECT: Cl- � PROPOSED � � • S � `D � = w � DRAINAGE CALCULATIONS: 2 RAIN/24H New Habitat Architecture & �•W4 I GRAVEL DRIVE A / / PORTS COCHE �z CD w =z DRYWELL 1, 2 5 BEDROOMS: MIN. 1500 GAL. S.T. Design, .c. / z _ - - / R ROOF AREA = 2495 SF PROPOSED: 2000 GAL. S.T. g ' p 1171 Old Country Road suite 6 Cn '� LD GIL RATE FOR 550 GAL DAY - / w 2495 X 2 /12 = 516 CF Plainview,NY 11803 ® ., o / w R 5 6 BEDROOM: 400 SF WALL AREA tel:631 -393-2871 _0 342 CF / 68.4 CF/FT. = 6 FT. PROPOSED: 636 SF WALL AREA fax:516-822-2743 \ m newhabitatarch@gmail.com ® PROP. 3'H P / / Nv.8 �- - l 1 STY. FRAME #875 (2) 10'0 X 3.5' EFF. DEPTH 1 RNL-FENCE , s o ,��� ,� DISTURB. AREA SOIL BORING: SP p� J. S PROP. DEPTH OF LEACHING POOLS: 3.6' BELOW EX. GRADE 9 0 R �, U DRYWELL 3 8'L X 4'W X 4'H LEACHING GALLEY = 106 SF (WALL AREA) PECONIC RESIDENCE SILT FENCE H Y ROOF AREA = 758 + 288 SF PROPOSED: (6) LEACHING GALLEYS = 636 SF (WALL AREA EL. .90� �': / / ) SITUATED AT 7.6 / 8'1 / �: 1,046 X 2" 12 = 174 CF BALES = 174 OF 68.4 CF FT. = 2/ �• / / 5 FT. 625 WELLS ROAD PECONIC, NY 11958 L^ LJ_J d / 1�� F 8.9 � (1) 10'0 X 3.5.' EFF. DEPTH TOWN OF SOUTHOLD /00 � � 6 MATERIAL STOCKPILE AREALo �G `c I DRYWELL 4 SUFFOLK COUNTY NY. C\l / > w / �` LL ROOF AREA - 532 SF SCTM: DISTRICT 1000, SECTION 75, - ¢ �p ¢ I BLOCK 6, LOT 3.3 Cr �C 8.7 - DRIVEWAY AREA = 1940 SF X(0.3) = 582 GRASS w �Q P N / / � o� 1114 X 2"/12 = 186 CF .............................................................................................................................. ROP p 7 _ - MCDONALD GEOSCIENCE z � 0 0 186 CF / 68.4 CF/FT. - 2.7 FT. CIL: ELECT \ 0 1 C\I d- (1) 10'0 X 3' EFF. DEPTH TEST HOLE DATA THE GENERAL CONTRACTOR OR OWNER/CLIENT �11 a �/C 11�`•• ELECT. a /' ' h, DATE: 08/17/2020 CAN VIEW OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS jJ METER >> 0" �� Cry DRYWELL 5 OR NOT,CAN GO TO THE FOLLOWING WEB STIE: 10" .. �_° m F.. 9 L. 8.0 BROWN SANDY r Ir/ ° o C� LOAM (OL) 0,5 HTTP:pPUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM `.,° �� : POOL DRAIN - - - - _ ° 56.0' � ' Y f_°- \ 9.2 C.L. HEDGE (1) 10'0 X 4.0 FT. D. 1 ' WEST± PALE BROWN EDUCATIONAL ENGINEERING&LAND ®� !� � ._.. PROFESSIONAL SURVEYING,SECTION 7209;IT IS A VIOLATION OF _ � ® � � SILTY (ML) �I THIS LAW FOR ANY PERSON,UNLESS HE IS 9 - - _ - I V j3�1�'��-' - 1 �' - - _ _ 3 0' ACTING UNDER THE DIRECTION OF A LICENSED 1A1 - - - - 8 7,M. - - - - - - _ DRAINAGE CHART ENGINEER ORI LAND SURVEYTEM IN ANY OR,TO ALTER AN Y. STRUCTURE GRADE COVER INVERT ELEVATIONS EFFECTIVE BOTTOM PALE BROWN - - - -. - -k�V ) - - EDGE OF PVMT. - - 75 NUMBER ELEV. ELEV. N E S W DEPTH ELEV. FINE SAND (SP) ASPH.) DW-1 9.0 8.0 7.5 5.0 - 7.5 3.5 4.0 SITE PLAN 8.21 g 25 8.43 DW-2 9.0 8.0 8.0 - - 6.0 3.5 4.5 GROUND WATER _ - - _ - - - 8.38 / DW-3 8.0 7.0 - 6.5 6.5 6.5 3.5 3.0 ELEV. 1.4 - 6.6 DRAINAGE, SEPTIC SYSTEM _ _ _ R / DW-4 9.0 8.0 7.0 7.0 7.0 3.0 4.0 - - / 7.71 DW-5 7.0 5.0 4.5 3.5 4.0 1.5 WATER IN PALEAD _ i BROWN FINE SEAL'&`SIGNATURE DATE: 05-05-2024 ^^�� 3 �`F� - - TO MEDIUM 7.66 SAND (SP) ``, PROJECT#11631 F - DRAWN BY: DR 17.0 CHECKED BY: DR t LAND NOW OR FORMERLY SCALE: 1" = 15' TOWN OF SOUTHOLD ,.� � SHEET (SOD FARM) A2 . 1 PAGE: 4 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. 05/14/24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 -1 -g 10" DIA. PIPE KNOCKOUT WOVEN WIRE FEN C 36" MIN. LENGTH NOTES: 36" MIN. FENCE POST 1p_O MAXIMUM FENCE POST, DRIVEN -- 1 LENGTH CENTER TO CENTER A MIN. OF 16" INTO - SEDIMENT CONTRO GROUND 4' GEOTEXTILE FENCE POST WOVEN WIRE FENCE ® 1. CONCRETE 4,000 PSI @ 28 DAYS SECTION TO BE A 2. REBAR TO BE-ASTM A-615 GRADE 60 LOCKING CASTING GROUND ABOVE T 16" MIN. HEIGHT OF 3. WELDED WIRE FABRIC ASTM A-185 TO GRADE - 4. DESIGNED FOR AASHTO HS-20 LOADING UNDISTURBED GROUND i GEOTEXTILE CONTROL 5. TOP SLAB AND WALL ARE MONOLITHIC FIN. GRADE .%® FLOW -----y GROUND LINE � �� ® ® 6. THE SIDEWALL AREA SHALL BE EQUAL TO 1' MIN. n ® THE INTERNAL LEACHING WALL HEIGHT OF THE 4' MAX. 2' MAX. NO OVERSIGHT,ERROR,OR OMISSION ON THE ® ® ® PRECAST LEACHING GALLEYS. PART OF THE ENGINEER/ARCHITECT,ORHISMER I FENCE POST DRIVEN A I 24" REPRESENTATIVE SHALL LEGALIZE THE T +F x. 8" MIN. DEPTH IN i MIN. OF 16" INTO THE GROUND EMBED SEDIMENT 24" MIN. LOCATE DROP 'T' ERECTING,CONSTRUCTION,ALTERATION, CONTROL GEOTEXTILE A I GROUND - MIN. OF 8" VERT. INTO ' . a MIN. UNDER ACCESS REMOVAL,USE,OR OCCUPANCY OF A BUILDING 0 2010 LONG ISLAND PRECAST, INC. OPENING FOR OR STRUCTURE THAT DOES NOT CONFORM TO 4" TYP- �--- 7'-10" b BROOKHAVEN, NY, 631 -286-0240 MAIN TANANCE THE PROVISIONS OF THE BUILDING CODE AND THE GROUND F��� � END VIEW - END WALE INLET F�0 sFULL FLOW THE BUILDING ZONE ORDINANCE. 8-6 BAFFLE OUTLET ANY DEVIATION FROM ANY STRUCTURAL NTS SILT FENCE DETAILS - TOP VIEW - MIN. 4" DIA. TIGHT T MEMBERS AS INDICATED ON THESE PLANS SUCH N JOINTS. MIN. AS HORS_TRIMMERS,1-BEAMS. 10" DIA. PIPE KNOCKOUT 2_0'-_ I T PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., LSLOPE 114'IFT, oo CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, (EACH SIDE) r 1'_g" co MIN. 4" DIA. STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, LEACHING GALLEY DATA o CLASS 2400 PIPE LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE _ = OR EQUAL ARCHITECT PRIOR TO THE COMMENCEMENT OF #2 REBARS OR 2" 4 SCDHS SIDEWALL WALL "� I ui ui PITCH 118'%'FT. ANY PHYSICAL WORK. DRIVEN TO 18" INTO 0- ® ® ® 1 INTERNAL EXTERNAL AREA (SEPARATED INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT o WALL HGT. WALL HGT. CONTRACTOR SHALL CHECK AND VERIFY ALL #/2 REBARS OR 2'x2" 36" MIN. FENCE POST THE GROUND. STAKES ® ® ® ® ( ) ( ) CONDITIONS AT THE CONSTRUCTION SITE STAKES DRIVEN INTO THE LENGTH CONFIGURATION SF Lb. ARE TO BE DRIVEN ® } _ ® � ® � CF GAL. TOTAL SIZE ANGLE a GROUND. STAKES ARE TO 1'-0" 1'-6 1/2" 26.50 32 240 16 3/4" X 6" 14 DEG. 4,150 D BEFORE BEGINNING ANY PHYSICAL WORK.HE BE DRIVEN FLUSH WITH FLUSH WITH THE TOP I-- 6 THE TOP OF THE BALES �-WOVEN WIRE FENCE OF THE BALES - ® l'-6" 2'-1/2" 39.75 48 360 36 3/4 X 6" 14 DEG. 4,730 SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO SEDIMENT CONTROL ANGLE FIRST STAK 2'-0" 2'-6 1/2' 53.00 64 480 56 3/4" X 6" 14 DEG. 5,325 L THESE PLANS,SPECIFICATIONS AND ALL OTHER STRING BINDER -GEOTEXTILE TOWARD THE ii /2 - 2L/3 PREVIOUSLY PLACED ® ® � 2'-6" 3'-1/2" 66.25 80 60D 76 3/4" X 6" 14 DEG. 5,905 INFORMATION INCLUDING GOVERNING CODES, ® ® 3'-0" 3'-6 1/2" 79.50 96 720 96 3/4" X 6" 14 DEG. 6,485 ° LAWS,ORDINANCE,ZONING AND REGULATION FENCE POST SECTION BALE i 3'-6" 4'-1/2" 92.75 112 840 116 3/4" X 6" 14 DEC. 7,065 - - -TO BE A MIN. 20" BOUND BALES ® 10'-0" ABOVE GROUND PLACED ON ® ', 4'-0" 4'-6 1/2" 106.00 128 960 136 3/4" X 6" 14 DEG. 7,675 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS&DIMENSIONS BEFORE CONTOUR STARTING CONSTRUCTION&SHALL NOTIFY FENCE POST DRIVEN A ENTRENCH BALES - - - _- - - - -_ - - � � - - _ 1'-0" _ _ 10" 6" �� MIN. OF 16° INTO THE MIN. OF 4" INTO THE - - - - TYP TYP TYP THE ENGINEER OF ANY AMBIGUITIES OR GROUND GROUND - - LEACHING HOLE, TYP. DISCREPANCIES BEFORE PROCEEDING WITH THE UNDISTURBED - SIDE VIEW TYPICAL CYLINDRICAL n WORK.IF ANY QUESTIONS ARISE BEFORE OR _ FLOW 2000 GAL. DURING CONSTRUCTION AS TO THE INTENT OR - 1 - - - - - - - - _ DETAILS OF THE DRAWINGS,THE CONTRACTOR � - I � I GROUND _ _ - - - -- _ _ SEP TIC TANK 4" VERTICAL FACE - SHALL CALL THE DESIGNER FOR CLARIFICATION Till- ' - _� LEACHING GALLEY DETAILS N. T S. AND/OR INSTRUCTIONS.IF THE CONTRACTOR PELKOWSKY PRECAST FAILS TO FOLLOW THE ABOVE PROCEDURE HE ���I N. T.S 294A Old Northport Rd, Kings Park, New York SHALL ASSUME THE RESPONSIBILITY FOR THE EMBED SEDIMENT _ - - -y CONTROL " VERT.TILE A 1. A MINIMUM OF 6 INCHES APPROVED REINFORCED PRECAST CONCRETE 11754 CONSEQUENCES OF HIS ACTIONS AND/OR MIN. OF U VERT. INTO DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE THE GROUND BOTTOM AND 4 WALLS Tel. 631.269.5727 VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY 2. AN 10 FEET DIAMETER BY 5FT HIGH APPROVED REINFORCED PRECAST CONTRACTOR. STRAW BALE /SILT FENCE DETAILS CONCRETE SOLID RING. SPECIFICATIONS: 3. AN APPROVED 6" THICK SLAB TOP IN LAWN AREAS THESE PLANS DO NOT RELIEVE THE NTS CONCRETE 4,000 psi @ 28 days CONTRACTOR OR THEIR SUB-CONTRACTOR OF 4. DROP 'T' MUST BE PINNED OR OTHERWISE FIRMLY ATTACHED. P Y RESPONSIBILITY FOR FULL COMPLIANCE WITH 5. LIQUID DEPTH MUST BE 4 FEET. WELDED WIRE FABRIC ASTM A-82 AND A-185 THE CONTRACT REQUIREMENTS:FOR THE 6. FULL FLOW BAFFLE REQUIRED. REBAR ASTM A-615 GRADE 60 CORRECTNESS OF DIMENSIONS;CLEARANCES AND MATERIAL QUANTITIES;FOR PROPER DESIGN &DETAIL;FOR FABRICATION AND CONSTRUCTION TECHNIQUES;FOR PROPER COORDINATION WITH OTHER TRADES AND FOR PROVIDING ALL DEVICES REQUIRED FOR SAFE AND SATISFACTORY CONSTRUCTION&OPERATIONS. 0 PRELIMINARY WOOD POST 4x4 WOOD POST BID/ PERMIT TO BE PROTECTED WITH DRAWINGS PROTECTION MUST REMAIN A MIN. 8'-0"X8'-O" ENCLOSURE N q J CONSTRUCTED AS PER FOLLOWING SOLID COVER 9 GA. q<( BEFORE UNTILCOMPLETION OF • 1 x4 HORZ. WOOD SLAT o 4 / CONSTRUCTION AND GRADING DETAIL AND WITH A WOOD SNOW FENCE BELOW GRADE. (MINOR ONLY ALLOWED) TO BE INSTALLED AT DISTANCE FINISHED GRADE � DIAL811 PROPERTY DONE WITHIN PROTECTION ZONES TO BE DONE OF 0'-9" OF RADIUS -4" PRECAST EX TENS/ON INFORMATION / WITH HAND TOOLS PER INCH TRUNK DIAMETER OR AT TREE 12"' MIN. 24" MAXCOVER� COLLAR (24" MAX. �-�• 11 GA. PLAN 8'-0" THE STATE OF NEW SCTM YORK REQUIRES DRIP LINE WHICHEVER IS GREATEST AS HGT, _ NOTIFICATION BY x DISTR.:1000 EXCAVATORS, REQUIRED BY TOWN ARBOROR 24" MIN 4" PRECAST SECTION:75 DESIGNERS OR ANY REINFORCED SOLID 11 GA. V) COVER - w BLOCK:6 PERSON PREPARING TO �-- MINIMUN 4' HIGH Q0 < DISTURB THEEARTH'S WOOD SNOW FENCE PIPE SIZE AND U Q LOT:3.3 i PITCH AS PER PLAN. SURFACE ANYWHERE IN i i o TO BE STAKED EVERY - 1 1 GA. m CD ZONE:R-80 THE STATE. TREE TO PROTECTED i� \\ 8'-O" NON-SHRINK GROUT 0 � \\ OWNER: \ INVERT A PPER/ PRECAST REINFORCED CONCRETE _ 1 1 GA. r- 0 1 x6 WOOD SLAT STEPHEN&DANIELLA RAVN v 16 SAGAMORE ROAD EAST NORWICH, NY / \ LEACHING RINGS n -� \ 2 - z 11732 4"X4" PRESSURE I j �® ® E ® 11 GA. 631-885-1641 TREATED CORNER ,0 g I x �® ® ® FILTER FABIC TO BE dravn@aelandsurveying.com WRAPPED AROUND ARCHITECT: POSTS 11 /� ® ® 11 GA. 1 LEACHING POOL �- 4x4 WOOD POST \ / 'n Q 0® 11 GA. o 9 GA. o New Habitat Architecture & 11 GA. .y � I I ;-OVERLAP i� 0 \� V� W _ 3'-0" MIN. COLLAR i� • 11 GA. Design, p.c. 2"X6" PRESSURE i �� o MATERIAL (SEE NOTE 6) 9 GA. 1171 Old Count Road suite 6 TREATED CORNER �� � tainvie ,NY 1180 POSTS �� �� o .+ 8' OR 10' DIAMETER - 1 1 GA. Plainview,NY 11803 11 LDSTA R HOG RINGS 0 Z I I \"' c' - OR WIRE TIES AT 1'-0" fax:516-822-2743 - W2871 4" WALL > 1 1 GA. o m o w w ALTERNATING INTERVALS newhabitatarch@gmail.com OPTION TREE PRESEVATION DETAIL � 11 GA. MINIMUN MECHANICAL 4"X4" jI- 11 POST HOLDER N . T. S. 3 MIN. PENETRATION 2'-p„ INTO VIRGIN STRATA = 1 1 GA. PECONIC RESIDENCE ELEVATION ° ° 0 OF SAND & GRAVEL ° o ° ° 1 1 GA. WIRES AT � � / y� /// /�/ ° ° MAX. 6 CENTERS ����/�y�� �����������������������������������•�� ° �i/ice/i /y/ii�/ice/i�//�/i�/ii /�!i�//' SITUATED AT 2' MIN. TO 1 1 GA. ���j/��///� \/\� , /�/`� 625 WELLS ROAD PECON IC, NY 11958 30.0' MIN. GROUND WATER. GROUND WATER. TOWN OF SOUTHOLD 3, EXISTING 11 GA. SUFFOLK COUNTY NY. 6" MIN. WALKWAY/ PAVEMENT 1 RAIL BOARD FENCE DETAIL SCTM: DISTRICT 1000 SECTION 75 DRAINAGE DRYWELL DETAIL \'--FILTER CLOTH MOUNTABLE°BERM 11 PROFILE (OPTIONAL) Ll 11 GA. BLOCK 6, LOT 3.3 EXISTING 00 ( SOLID D O M E� N. T.s. GROUND THE GENERAL CONTRACTOR OR OWNER/CLIENT 30.0' MIN. NOTES: 1. ALL DRAINAGE PIPE SHALL HAVE 2' MIN. COVER. cal I-L-t-L-19 GA. CAN VIEW OR LOOKUP ANY NEW YORK STATE 2. AS PART OF THE LEACHING POOL CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE iv • 12 1/2 GA. BARBED WIRE BUILDING CODE REFERENCES OR SECTION TO /% i% i% i,/i /,/ NUMBERS EITHER MENTIONED ON THESE PLANS EXCAVATE A MINIMUM OF 3'-0" INTO A VIRGIN STRATA BELOW THE STRUCTURE. THE OR NOT,CAN GO TO THE FOLLOWING WEB STIE: °°°°°° EXCAVATION SHALL THEN BE BACKFILLED WITH A CLEAN WELL GRADED SAND AND GRAVEL 000D; Qoo EXISTING UP TO AND AROUND THE STRUCTURE AS SHOWN. PAVEMENT HTTP://PU B LIC ECODES.CYBERREGS.COM/ST/NY/ST/IN DEX.HIM oa�oo° n °oa°o 3. ALL PRECAST DRAINAGE STRUCTURES SHALL BE FURNISHED x °p°00 o OR WALK w7 WITH PRECAST OPENINGS FOR DRAINAGE PIPE. EDUCATION LAW ARTICLE 145 DEER FENCE DETAIL PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF 4. ALL CONCRETE SHALL BE 4,000 PSI 28 DAYS. THIS LAW FOR ANY PERSON,UNLESS HE IS PLAN VIEW 5" COLLARING SHALL BE COMPRISED OF SAND & GRAVEL FILTER MATERIAL, • FENCE WIRE SHALL BE STAPLED TO WOOD POSTS AND STAYS. ACTING UNDER THE DIRECTION OFALICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN CONTAINING LESS THAN FIFTEEN (15) PERCENT FINE SAND, SILT & CLAY (SILT •ALL WIRE FENCING SHALL BE GROUNDED ITEM IN ANYWAY. & CLAY FRACTIONS ARE NOT TO EXCEED FIVE (5) PERCENT) STABILIZED CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED SITE PLAN CONCRETE EQUIVALENT. DETAILS 2. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 3• SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION EALW91GNATURE DATE: 05-05-2024 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE '" `�':" PROJECT#11631 BERM WITH 5:1 SLOPES WILL BE PERMITTED. ,. •' °' `'� DRAWN BY: DR 4• MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT .,(;-,�°...,. -:,,�`;,'1`,� TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, CHECKED BY: DR DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. SCALE 1" 10' 3 i 5_ WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND SHEET WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. ar pr A2 . 2 PAGE: 5 OF 18 REV. DESCRIPTION DATE 3 1/2" CONC. FILLED STEEL - INITIAL SUBMISSION TO T.O.S. 05 1a 24 GOLUMN 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C 6"x 6"X 1/2" WELDED PLATE (3) 2X12 ACQ BEAM D A6 3 4A 5 6 GRADE E. 11.00 EVELING NUTS a 40'-0" 10'-0" GROUT 12'-10" I 27'-2" 10'-0" \ \\ /\\ \\ \\� GRADE SIMPSON C668 CAST IN y\/\/ \/ PLACE \j\\/ (4) 3/4" J BOLTS CAST IN I I //\ \\ /\ \ PLACE 7" MIN. EMBED. j 24"X8" CONTINUOUS CONIC. FOT. j 7^ /j`4­ \ \� 3"/�X/j\�//� < \\ � X10" CONIC. PI � T.P. 10.00 FIN. GRADE EL. 7.50 ���\/�\/ a %\/�\///\ �' \\ B.F. 4.00 `-\\j\\j \\j\\j� i /\ 8" P.0 FOUND. WALL oEl 0 - - - A o //\\//\\ W/ (i) #5 BAR @TOP j/\\jj\\j 4 ° \\/\\� %/\\\ \%j #3 TIES @TO" O.C. NO OVERSIGHT,ERROR,OR OMISSION ON THE I OF WALL (TYP.) T.W. 1O. O FT9' O" 9'-O" 9'-O" 9'-O" I //\\//\\/ a /\\//\/' /j\\\ \//\\ 4 a j\\j\\/j\\ PART OF THE ENGINEER/ARCHITECT,OR HIS/HER B.W. 4.75o ¢ �j\\// # / j\/\ O # REPRESENTATIVE SHALL LEGALIZE THE I 3 TIES @10" O.C. / / / / / / 4 3 BARS EMBEDDED 7° ERECTING,CONSTRUCTION,ALTERATION, w z I o \\\\\\ °. REMOVAL,USE,OR OCCUPANCY OF A BUILDING GRADE EL. 7.00 ai' m �/// / // / / / / /// // // ', INTO FOOTING ¢ w ¢ z I I I \� / \\\\\\ \\\\\ \\�\\\\\�\\' OR STRUCTURE THAT DOES NOT CONFORM TO C.) a a' d ✓ / / / / // // // (6) #3 BARS EMBEDDED 7" �/\ \/\/\/� THE PROVISIONS OF THE BUILDING CODE AND o i /\\/ (3) #4 BARS CONT. @ THE BUILDING ZONE ORDINANCE. 3' 10" J FILL o I // /\�\�/\� ° /\\/\\\\\ INTO FOOTING /\ ° a // // \ 12" SONO. PIER \ \ \ \ \ \ \\ \ FOOTING. 3" MIN. FROM 2 I STAIR PLATFORM c� w I I /w\/ \/\\/\\/\\/\ BOTTOM OF FOOTING. ANY DEVIATION FROM ANY STRUCTURAL > o i a o \j (9) #4 BARS (4) ONE WAY j\/\ \ a /\/\/\/\, J I AND 5 LONG SIDE PERP. 3" j\ \/\\/\\/\\j\\j\\j\\/\\j\\j\\j\\ \j\\ MEMBERS AS INDICATED ON THESE PLANS SUCH T.P. 10.00 \ ( ) _ 4'-O" 5'-3" `* I % \// MIN. FROM BOTTOM OF /\//\//\//\//\//\//\//\//\//\//\//\//\//` AS HORS TRIMMERS,1-BEAMS. I B.F. 4.00 i \ \ >\\�\\�\\�\i\\r\\r,\_`e\r�\r�\r\.�\r�\,� PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., j\\ \ \ \ \ \ \ \ \ \ \ \/\�//�' FOOTING CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, - - - - - - - - /�Fn{�\I !\//\//\//\//\//\//\//\//\//\//\//\//\/ / STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, • • •� - I- - \ LJ / \\\\\\\\i, Sim son Strong-Ti e I CB or LCB LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE I "' . 1 T.F. 4.75 ARCHITECT PRIOR TO THE COMMENCEMENT OF C.O. B.W. 4.75 B.W. 4.75 B.F. 4.00 � 1 ° 3'• MINIMUM ANY PHYSICAL WORK. j CRAWL. SPACE a, j I I ( SIDECOVER CONTRACTOR SHALL CHECK AND VERIFY ALL ACCESS - m (2" FOR LCB) CONDITIONS AT THE CONSTRUCTION SITE j 1 2"HP SEWER PUMP 0 4" 2'-0)_ (9) #4 BARS (4) ONE WAY 2- " STHDI4RJ HOLD DOWN FIN. GRADE EL. 7.50 PVC SEWER LINE. " 6° AND (5) LONG SIDE PERP. 3" •� m BEFORE BEGINNING ANY PHYSICAL WORK. T IHE (TYP. AT HOUSE CORNERS) SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO I ° MIN. FROM BOTTOM OF 2" MIN. (OVER, THESE PLANS,SPECIFICATIONS AND ALL OTHER 24'-O" 9°-O" R I 60 I N I FOOTINGk INFORMATION INCLUDING GOVERNING CODES, o x o o h ° ° ° o I rh ° ° ° LAWS,ORDINANCE,ZONING AND REGULATION 6"X 6" X 1/2" WELDED FIN. GRADE EL. 7.50 T.W. 10.75 2- " 2'-0" W PLATE TO 3 1 2" STEEL ;$°•° °°:4!•`° THE CONTRACTOR SHALL VERIFY ALL B.F. 4.00 8" P.0 FOUND. WALL - - / EXISTING CONDITIONS&DIMENSIONS BEFORE �.V 4.75 w COLUM, ATTCHED TO CONC. STARTING CONSTRUCTION&SHALL NOTIFY 4" PVC HOUSE SEWER W/ (1) #5 BAR @ TOP ( ) a t17 • F • -4 • • . ¢ PIER WITH 4 V BOLTS 7" THE ENGINEER OF ANY AMBIGUITIES OR 1� • N • _ LINE TO SEPTIC TANK. OF WALL (TYP.) MIN. EMBED. PORCH PIER DETAIL DISCREPANCIES BEFORE PROCEEDING WITH THE B.W. 4.75 ° (1/4" / FT. MIN.) a' I z 2 N.T.S. WORK.IF ANY QUESTIONS ARISE BEFORE OR w �i" P.0 FOUND. WALL 24"W X8"H `` 4._5" DURING CONSTRUCTION AS TO THE INTENT OR IV/ (1) 15 BAR @ TOP "' T W 12 0 I CONIC. FOOT. W/ 4'-0" DETAILS OF THE DRAWINGS,THE CONTRACTOR LD ()F WALL (TYP. ( T.P. 10.75 T.P. 10.7`�- 3 CONT. HORZ. _ SHALL CALL THE DESIGNER FOR CLARIFICATION z (TYP.) STHD HOLD DOWN TYP. B.W. 4.75 B.P. 6.50 B.P. 6.50) ° I AND/OR INSTRUCTIONS.IF THE CONTRACTOR AT GARAGE CORNERS) a #4 BARS (TYP.) FAILS TO FOLLOW THE ABOVE PROCEDURE HE ;r::::c;>: ............... ` B.F. 5.50 ® I B.F. 5.50 I I C P 0 R TE C 0 C H E R E PIER DETAIL SHALL ASSUME THE RESPONSIBILITY FOR THE 24"W X8"H N I 1 N.T.S. CONSEQUENCES OF HIS ACTIONS AND/OR CONIC. FOOT. W/ B.F. 4.00 ° 5 1/4 LAMINATED BEAM DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE 9'-5" 9'-9 19-10 3'_8" VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY 3 CONT. HORZ. CONTRACTOR. #4 BARS (TYP.) 21. " F 42'-8" - ( SIMPSON CB68 CAST IN Cn �i PLACE THESE PLANS DO NOT RELIEVE THE a ¢ a� I CONTRACTOR OR THEIR SUB-CONTRACTOR OF a' FILL / CRAWL SPACE SIP PANEL RESPONSIBILITY FOR FULL COMPLIANCE WITH 0" SLAB ABOVE ` IH.W. TANK a z _ 110 ° I " #3 TIES @ 8" O.C. THE CONTRACT REQUIREMENTS:FOR THE T.W. 12.00 /ABOVE o Ln o o SPF #2 OR BETTER 2X CORRECTNESS OF DIMENSIONS;CLEARANCES o FILL B.W. 4.75 T.S. 12.00 :m I o N I T.S. EL. 7.00 I I ' WASHER PER CODE I BOTTOM PLATE `'> a (4) #3 BARS EMBEDDED 7" AND MATERIAL QUANTITIES;FOR PROPER DESIGN SLAB ABOVE X "' C.H. 4'-0" 2 co INTO FOOTING &DETAIL;FOR FABRICATION AND CONSTRUCTION N I F 3/8"� SEALANT PER PBS-103 ° TECHNIQUES;FOR PROPER COORDINATION WITH I ' OTHER TRADES AND FOR PROVIDING ALL T.S. 10.00 3_9" I x `° I I 10d OR 0.131 NAILS d 3" COCN. SLAB ,n N co a DEVICES REQUIRED FOR SAFE AND A I INSTALL 5/8" SILL PLATE ANCHOR IrA 12" O.C., U.N.O. IN SHEAR WALL �, B.W. 4.75 SCHEDULE TREATED 2X SILL PLATE CUT SATISFACTORY CONSTRUCTION&OPERATIONS. 4" CONC. SLAB N BOLTS @ 4FT. O.C. 7" MIN. EMBED. IN A6 INSTALL 5 8" SILL PLATE ANCHOR OVER 2 LAYERS 2" 9'-5" 9'-9" CONIC. FOUNDATION WALL A5 - ,a j To SAME WIDTH AS SIP 2 LAYERS 2LBS EPS / I INSULATION BOLTS ID 4FT. O.C. 7" MIN. EMBED. IN 18" SONO. PIER 2LB. EPS, SEAMS J-BOLT OR EPDXY BOLT 7" S o UNDER SLAB. STAGGERED, OVER T.P. 10.75 BEARING REQUIRED BELOW ENTIRE CONIC. FOUNDATION WALL I WIDTH OF TREATED 2X SILL MIN. EMBED. IN CONIC. \//\// // a //\//\//; (4) #4 BARS CONT. E.A. @ PRELIMINARY (COLUMN SUPPORT) 6MIL VAPOR B.P. 6.50 ® I - - - . - . FOUNDATION WALL j\\/\ \ \ / FOOTING. 3" MIN. FROM BARRIER. TAPE TO B.F. 5.50 I U J PLATE. OPTIONS LISTED BELOW. ° - j///\ \j� d .° \ //\� BID/ PERMIT N % I I ���� >\\ \ \ \ \ BOTTOM OF FOOTING. U L� l� T.P. 1 .00 o '� ^ FOUND. WALL I '• ° \\\\\\� \\ \ \ \ \ \ \ \ \ \\\\\\/\\\ DRAWINGS o_ a UNVENTED CRAWL SPACE VENTILATION- 1CFM PER 50 B.F. 4 3 3 ® I SF FLOOR AREA. PROVIDE (2) 6" X 12" OPENINGS TO 2- " I d. ° ;. aP. 3'-0" C, sEFo��� O° 6" CONC. SLAB OVER 6MIL VAPOR BARRIER 3'-9" FIRST FLOOR AT ROOM# 102 AND 108. 5" FLOOR FLOOR AREA = 2216 SF 50 = 45 CFM EXHAUST I ce or LCB B ° TAPED TO FOUND. WALL, OVER (2) LAYERS 2" ° a / R - - Simpson Strong-Tie PROPERTY DIAL 811 XPS, OVER 4" CRUSHED STONE (NO FINES) I THROUGH ERV U INFORMATION A5 T.W. 12.00 - I A5 j 4 � � � TYORK REQUIREHE STATE OF S 3" MINIMUM ° w SIDECOVER SCTM IN• _ i o o o (2" FOR LCB) NOTIFICATION BY �:;::;:;;:i:; ;::;:.::y;::;::c;:;.::..:..;::.:.:1:::.,;;;:a:;:;.:i: • I "' I o� I I DISTR.:1000 EXCAVATORS, o N Z o ,"� SEE BELOW SUB-FLOOR OVER o SECTION:75 DESIGNERS OR ANY FLOOR JOISTS BLOCK:6 40 PERSON PREPARING TO _ z �\ 2" CON . RAT SLAB OVER 6MIL VAPOR BARRIER. I o W LOT:3.3 DISTURB THE EARTH's wL _T.W. 9.50 T.W. 9.50 ° w SURFACE ANYWHERE IN B.W. 4.75 B.W. 4.75 I- BRING B. TO TOP OF FOUND. WALL, WITH �� I " o I ¢ R o ¢ I ° a$° ZONE:R-80 THE STATE. • a OVERLA ED AND TAPED SEAMS. ° URAGL DOOR A A° R W d 75 T.W. 1 .75 Ln PROVIDE (2 LAYERS) 2" XPS RIGID INSUL. UNDER ° z _ _ -- ------ 8; °a•$ OWNER: B. .75 I� SLAB, OVER 4" CRUSHED STONE (NO FINES) 1'-9° 9'-6" -ft1'-6" 9'-6" ,1 9" 9'-0" w T.W. 10.75 STEPHEN&DANIELLA RAVN ° I 16 SAGAMORE ROAD EAST NORVVICH, NY FIN. GRADE EL 10.00 N. d - . _ _ - - . _ . _ . ° CRAWL SPACE PIER DETAIL 11732 8" I o 4 N.T.S. 631-885-1641 cn o, SIPS INSTALL AT FOUNDATION WALL dravn@aelandsurveying.com j ¢ E I FIN. GRADE EL 0.20 2 " I _I _ 20'-0" 2'-0� o n- I I ARCHITECT: T.W. 10.75 Tn I om = T.w. 1o.o I SIMPSON A35 OR , , , New Habitat Architecture & j I B.W. t7 - - - - - - n, ° LTP4 REQUIRED PER TENSION / I I Design, p.c. B.F. 4.00 �, ° ENGINEER COMPRESSION POST a0 ° I I 1171 Old Country Road suite 6 FIN. GR DE EL 10.00 CONVENTIONAL FLOOR SYSTEM INWALL PER END OF PLAN. FASTENERS PER HOLDOWN NY_-- __-__-; _ _ -_-_- I HEARI (I' Plainview, �393 28803 I 24"X8" CONTINUOUS CONIC. FOT. I I MANLUFACTURER. fel:631 -822-287 3 19'-4" "I 30'-0" , newhabitatarch@gmail.com I FIN. GRADE EL. 11.00 I BPLAOTE I � )A6 1co 3 1 2" CONIC. I " 3 SILL PLATE ANCHORING DETAIL / I N.T.S. TREATED SILL PLATE I I j I j A6 I FILLED STEEL COL. 25'-0" 9'-0" 20'-0" 20'-0" 10'-0" i✓ PECONIC RESIDENCE P . T.P. 11.10 I i - SITUATED AT j I I ° 625 WELLS ROAD PECONIC, NY 11958 �- B.F. .10 I GAP BETWEEN BOTTOM ., °.,' _ _ _ _ _ _ _ • - • - • _ • _ • _ • _ . _• _ • - . - . - . (� TREATED SILL PLATE INSTALLED FLUSH TOWN OF SOUTHOLD • of ( V REFERENCE SIP SHOP PLATES TO TO OUTSIDE FACE OF FOUNDATION a PORTE COCHERE PIERS DETAILS ACCOMMODATE SIP FACING a l: SEE DETAIL 1. DRAWINGS FOR CORNER LAP ' WALL. SEE PBS-300 R PBS-301 J r SUFFOLK COUNTY NY. 83'-0" CEN ER CEN ER CONFIGURATION. 15" 15'-9" 3'-0" -7J,°� SCTM: DISTRICT 1000, SECTION 75, NSET BOTTOM PLATE SIP o o ` ° BLOCK 6, LOT 3.3 2 3 4 FIN. GRADE EL. 10.50 5 6 O O FACING THICKNESS, O NAILED I 1 TYPICALLY 7/16" ° °° PORTION STANDARD 2X c ° HOLDOWN ANCHOR PER BOTTOM PLATLLJ ° ° PLAN THE GENERAL CONTRACTOR OR OWNER!CLIENT ° CAN VIEW OR LOOKUP ANY NEW YORK STATE EATED SILL PL o o BUILDING CODE REFERENCES OR SECTION RIPPED TO FUL >` ANCHOR BOLT CENTERED IN SILL AND 0 0 NUMBERS EITHER MENTIONED ON THESE PLANS WIDTH OF SIP. BOTTOM PLATE WITH SUFFICIENT 0 0 CONCRETE WALL OR SLAB OR NOT,CAN GO TO THE FOLLOWING WEB STIE: HEIGHT TO CAPTURE BOTH SILL PLATE FOUNDATIONPLAN WIDTH of AND BOTTOM PLATE. SEE PBS-300 0 0 HT-rP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM 1 SCALE: 3/16"=1'-O" FOUNDATION L OR PBS-301 EDUCATION LAW ARTICLE 145 O PROFESSIONAL ENGINEERING&LAND STANDARD 2X SURVEYING,SECTION 7209;IT IS A VIOLATION OF cm w BOTTOM PLATE CLEAR SPAN THIS LAW FOR ANY PERSON,UNLESS HE IS GARAGE SLAB (R-10): J ACTING UNDER THE DIRECTION OFALICENSED Z o UJ PLATES OFFSET FROM EDGE MAXIMUM ENGINEER OR LAND SURVEYOR,TO ALTER AN Q o N OF DECK AND AT BUTT ITEM IN ANYWAY. 1. 90% MIN. COMPACTED SOIL. CRAWL SPACE SLAB (R-10) JOINTS THE THICKNESS OF Uj 2. 4" CRUSHED STONE (NO FINES) J 1. 90% COMPACTED SOIL m SIP FACING. 0 0 3. 10-MIL (MIN.) PLASTIC VAPOR BARRIER, SEAMS OVERLAPPED 6 INCHES AND SEALED WITH TAPE. � r Q 30" MIN. ONE #4 FOUNDATION PLAN CRAWL 4. 2" XPS INSULATION 2. 4" CRUSHED STONE (NO FINES) o m N LENGTH NESHREAR 5. 6" CONIC. SLAB W/ W.W.M. 6X6-W2.9XW2.9 SHEETS AND 3500-PSI (MIN.) CONCRETE. 3. (2) LAYERS OF 2 XPS INSULATION (R-20) o SPACE PLAN, DETAILS 4. 6-MIL MIN. PLASTIC VAPOR BARRIER SEAMS OVERLAPPED 6 INCHES CONE 6. USE LOW-WATER-CONTENT AIR-ENTRAINED CONCRETE (5% TO 7% AIR ENTRAINMENT) IN (MIN.) 1�"MIN. 1REBAIR SEAL':&SIGNATURE DATE: 05-OS-2024 FREEZING CLIMATES AND 11/4-INCH (TOP SIZE) AGGREGATE. AND SEALED, EXTENDING UP TO TOP OF FOUND. WALL AND TAPED FROM / ,:.. .... 7. 1/2-INCH ISOLATION JOINTS AROUND PERIMETER AND AT PENETRATIONS THROUGH SLAB. 5. 2 INCH RAT SLAB SUB FLOOR CORNER LENGTH I :: ,� PROJECT#11631 8. FIBER REINFORCEMENT ADDED TO MIX AT PLANT, TYPICALLY 1.5 POUNDS PER CUBIC YARD, TO SUB FLOOR INSTALLATION SIMILAR: ;' ° DRAWN BY: DR •' .t, ,,� CHECKED BY: $R REDUCE PLASTIC SHRINKAGE CRACKING. SIMPSON STRONG-TIE STHD14RJ i il SCALE: AS INDICATED 9. SAW-CUT CONTRACTION JOINTS, CUT 1-INCH-DEEP EVERY 8 TO 12 FEET. KEEP PANELS AS RIM JOIST INSTALLATION SHEET SQUARE AS POSSIBLE. !_� 10. REINFORCE INSIDE (REENTRANT) CORNERS WITH 4-FOOT LENGTHS OF #3 REBAR LAID @N.T7.s SIP BOTTOM PLACE PLACEMENT AJ 0 STRAP DOWN DETAIL FDIAGONALLY TO MINIMIZE CRACKING. 6 N.T.S. PAGE: 6 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. 05 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 WINDOW & EXTERIOR DOOR SCHEDULE CA6 KEY R.O. WXH FRAME TYPE HEADER GLAZING MATERIAL MANUFACTURER CITY. NOTES 3 4A 5 6 A 37" X 73" 36" X 72" CASEMENT __ TRIPLE FIBERGLASS -- 7 D )A6 PANE -- B 37" X 37" 36" X 36" AWNING TRIPLE FIBERGLASS -- 11 PAN E -- C 37" X 37" 36" X 36" FIXED TRIPLE FIBERGLASS -- 5 12'-10" 27'-2" 10'-0" PANE -- D 21" X 37" 20" X 36" AWNING TRIPLE FIBERGLASS -- 3 4" 7'-2" 29'-8" PANE -- E 33" X 61" 32" X 60" CASEMENT TRIPLE FIBERGLASS -- 1 PANE -- F 65" X 61" 64" X 60" FRENCH CASEMENT TRIPLE FIBERGLASS -- 1 _ __ _ _ _ __ __ ____ _ _ __ _ _ _ _ __ _ _ _ __ AN. GRADE EL 7.50 PANE -- _ G 73" X 73" 72" X 72" FRENCH CASEMENT TRIPLE PANE FIBERGLASS -- 2 __ NO OVERSIGHT,ERROR,OR OMISSION ON THE i I \���/ PART OF THE ENGINEER/ARCHITECT,OR HIS/HER EL 7•�1 361h �1 I G � I I H 61" X 85" 60" X 84" FRENCH DOORS TRIPLE FIBERGLASS -- 1 Oil, PANE DOOR -- REPRESENTATIVE SHALL LEGALIZE THE H1 61" X - 60" x 18" FIXED DOOR TRANSOM DOUBLE FIBERGLASS 1 ERECTING,CONSTRUCTION,ALTERATION, UP I I I PANE -- -- REMOVAL,USE,OR OCCUPANCY OF A BUILDING x OR STRUCTURE THAT DOES NOT CONFORM TO 1 I 10 J 61" X 85" 60" X 84" FRONT ENTRANCE DBL. DOOR NO GLAZING FIBERGALSS -- 1 PROVIA SIGNET 002-440 SMOOTH SKIN THE PROVISIONS OF THE BUILDING CODE AND " 2 to THE BUILDING ZONE ORDINANCE. (7) 7 RISERS 10 I K 37" X 85" 36" X 84" MUDROOM ENTRANCE HALF LIGHT FIBERGLASS -- 2 __ 3 (5) 11" TREADS 1;7 I I� I L 1 17" X 109" 1 14" X 108" GARAGE OVERHEAD FRONT NO GLAZING INSULATED LUX GARAGE 2 ST-20000 SANTIAGO STEEL GARAGE ANY DEVIATION FROM ANY STRUCTURAL 4 _ • 1 In- STEEL DOORS DOOR MEMBERS AS INDICATED ON THESE PLANS SUCH 1 2 I 5 I I M 63" X 43.5" 60" X 42" (CRAWL SPACE) DOUBLE NO GLAZING STEEL -- 1 __ OUTSWING AS HORS_TRIMMERS,1-BEAMS. EL 11.00 6 �O I N - 20" X 84' FIXED TRIPLE PANED FIBER GLASS -- 2 __ PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., FIXED DOOR ASSEMBLY TRIPLE CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, co 1 O I P 109" X - 108" X 18' TRANSOM PANED FIBERGLASS -- 1 __ STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, S.,ETC,SHALL BE B M C B I LEDGER ARCHITECT DPRIOR TO THE COMMENCEMENT NRTED OT OF " \ U / ANY PHYSICAL WORK. SINK REFR./ FREEZER © N \� FIRST FLOOR INTERIOR DOOR SCHEDULE CONTRACTOR SHALL CHECK AND VERIFY ALL N W DOOR SIZE PANEL/ CONDITIONS AT THE CONSTRUCTION SITE FlN. GRADE EL 7.50 " " P I � � KEY ROOM WXH TYPE (FROM OUTSIDE ROOM) JAMB LOUVER/ MATERIAL HARDWARE QTY. NOTES BEFORE BEGINNING ANY PHYSICAL WORK.HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO THESE PLANS,SPECIFICATIONS AND ALL OTHER UP 1 19-0 o DINING ROOM 0 7 i M 101.1 W.0 101 B 28" X 96" SINGLE R.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP. PRIVACY 1 -- INFORMATION INCLUDING GOVERNING CODES, FIN. GRADE EL 7.00 LAWS,ORDINANCE,ZONING AND REGULATION 101.2 CLOSET 101A 30" X 96" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP. PASSAGE 1 I 24'-0" I 9,_ 2 _ _ _ KITCH7EN E08.00 CH 1 " I -- I 10/ C.H. 10'-0" I 103.1 HALLWAY 103 30" X 96" SINGLE R.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP. PRIVACY 1 -- ` o M THE CONTRACTOR SHALL VERIFY ALL fb 4 I M•W�IS ND EL 1.000„ p p I _I c1 of 103.2 BATHROOM 103B 32" X 80" SINGLE L.H. SOLID CORE 6 9/16" 2 PANEL WD. COMP. PRIVACY 1 -- EXISTING CONDITIONS&DIMENSIONS BEFORE LL 5 r- io I 103.3 CLOSET 103A 28" X 80" SINGLE R.H. SOLID CORE 6 9/16" 2 PANEL WD. COMP. PASSAGE 1 __ STARTING CONSTRUCTION&SHALL NOTIFY © © © THE ENGINEER OF ANY AMBIGUITIES OR a ERV EXHAUST=24 CFM I W 104.1 BEDROOM 104 30" X 80" SINGLE L.H. SOLID CORE 4 9/16" 2 pgNEL WD. COMP. PRIVACY 1 -- DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.IF ANY QUESTIONS ARISE BEFORE OR ur� EL 10.70 PORCH I I 6'-2" I G9 104.2 CLOSET 104A 24" X 80" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP. PASSAGE 1 -- DURING CONSTRUCTION AS TO THE INTENT OR Z 105.1 MECH. 105C 32" X 80" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP, PASSAGE 1 DETAILS OF THE DRAWINGS,THE CONTRACTOR � 1 OOD ,o�• to -- SHALL CALL THE DESIGNER FOR CLARIFICATION LLJ W EL 19' 0 0 l0 105.2 CLOSETS 105A6 24" X 80" BIFOLD HOLLOW CORE 4 9/16" 2 PANEL WD. COMP. DUMMY 2 AND/OR INSTRUCTIONS.IF THE CONTRACTOR C.H. 9'-O" I -S -- l0 105.3 GARAGE 32" X 80" SINGLE R.R.H. METAL 6 9/16- FLAT SLAB METAL PRIVACY 1 __ FAILS TO FOLLOW THE ABOVE PROCEDURE HE U i L DBL. 71 107A Id 107.1 KITCHEN 107 36" X 80" POCKET HOLLOW CORE 6 9/16" 2 PANEL WD. COMP. RECESSED 1 __ SHALL ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND/OR C __ DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE Z 107.2 PANTRY 107AB 42" X 80" DOUBLE HOLLOW CORE 4 9/16" 2 PANEL WD. COMP. DUMMY 2 VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY � 07.1 I - - - �� 1 SINK CLOSET '� '-11" 4" 8'- " 4" 3'-g" 19'- " 3'-10" DINING ROOM _ 105B I 108.1 108 48" X 96" BARN DOORS - - WD. COMP. PULL HANDLE 2 -- CONTRACTOR. EL 12.00 I I �,�, C"a• MECH. S LIVING ROOM I THESE PLANS DO NOT RELIEVE THE 05.1 CONTRACTOR OR THEIR SUB-CONTRACTOR OF GARAGE o 05.3 111 MUDROOM " I EL 12 0" cTl`� 109 I SECOND FLOOR INTERIOR DOOR SCHEDULE RESPONSIBILITY FOR FULL COMPLIANCE WITH $ 1- - 105 d C.H. 9-0 I EL 12Q0 " p I THE CONTRACT REQUIREMENTS:FOR THE _ EL 1200 ER $OG. 1 �/� C.H. 10-0 DOOR SIZE PANEL/ CORRECTNESS OF DIMENSIONS;CLEARANCES 1 06 m -1 C.H. 9-0" I I o �� �' i KEY ROOM WXH TYPE (FROM OUTSIDE ROOM) JAMB LOUVER/ MATERIAL HARDWARE CITY. NOTES �i EL. 10.10 1e H.W, r` w GLAZING AND MATERIAL QUANTITIES;FOR PROPER DESIGN &DETAIL;FOR FABRICATION AND CONSTRUCTION M C.H. 11'-O" z 2- 14 / I¢ I I o I �I 200.1 LAUNDRY 200B 32" X 80" SINGLE R.H. SOLID CORE 4 9/16" 2 PANEL WD. PASSAGE 1 -- TECHNIQUES;FOR PROPER COORDINATION WITH z i=., < io U d e m OTHER TRADES AND FOR PROVIDING ALL C) r` L9SE�- ' " J47 5'-5" 4 3- O e w w I 200.2 CLOSET 200A 30" X 80" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. OUTSIDE LOCK 1 -- RATHRnpDEVICES REQUIRED FOR SAFE AND l OW.- EL Izoo 11 to 1036 CLOSET z I ip 200.3 CLOSET 200C 34" X 108" POCKET SOLID CORE 6 9/16" 2 PANEL WD. OUTSIDE LOCK 1 __ SATISFACTORY CONSTRUCTION&OPERATIONS. A Ck= - - 10 N o EL 12.00 103A °° e E� I A 201.1 BEDROOM 201 30" X 80" SINGLE L.H. SOLID CORE 4 9/16" 2 PANEL WD. PRIVACY 1 -- A6 C.H. 9'-0" EL 12.00 cn a 3 1 TOTAL FLOG AREA= 967 SF ( ERG AB A5 201.2 BATH. 201E 28" X 80" SINGLE L.H. SOLID CORE 6 9/16" 2 PANEL WD. PRIVACY 1 0 C.H. 9'-0" I uP EGRESS= 29 w X 83"h 16.2 SF. o 2 1 3 CLOSET 201A 28" X 80" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. PASSAGE 1 __ PRELIMINARY e VENTILATION 129 SF (13.3%) I I _ BID/ PERMIT - - 5'-3" : LIGHT= 129 F (13.37.) I 202.1 BEDROOM 202 30" X 80" SINGLE R.H. SOLID CORE 4 9/16" 2 PANEL WD. PRIVACY 1 N s A 03.2 03.3 ERV SUPPLY= CFM - - - - - - D -- D RAW I N G S n 202.2 BATH. 202E 28" X 80" SINGLE R.H. SOLID CORE 6 9 16" J 'i' 37-75 0 1 / 2 PANEL WD. PRIVACY 1 �q N7" 103 " __ a N I I ¢ 202.3 CLOSET 202A 28" X 80" SINGLE R.R.H. SOILD CORE 6 9/16 2 PANEL WD. PASSAGE 1 cq<< BEFOR�y ` 14'-4" I 4 5'- " 5'-6" 10" 12'-8" I N � 203.1 BEDROOM 203 30" X 80" SINGLE L.H. SOLID CORE 4 9/16" 2 PANEL WD. PRIVACY 1 3 ' • -- U 1 a 04.1 PARLOR A I = 203.2 BATH. 203B 28" X 80" SINGLE R.H. SOLID CORE 6 9/16" 2 PANEL WD. PRIVACY 1 -- PROPERTY DIAL 811 01 INFORMATION B , „ CLOSET n 4" 102 = EL •35 D 203.3 CLOSET 203A 28" X 80" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. PASSAGE t -- THE STATE OF NEW 14-4 4 4 10 u 204.1 BEDROOM 204 30" X 80" SINGLE R.H. SOLID CORE 4 9/16" 2 PANEL WD. PRIVACY 1 -- SCTM YORK REQUIRES FOYER EL 12.00 NOTIFICATION BY A5 p DISTR.: EXCAVATORS, o O 0- 12.90101 C.H. 10'-0" " I 204.2 BATH. 204E 28" X 80" SINGLE L.H. SOLID CORE 6 9 16" 2 PANEL WD. PRIVACY 1 SECTION:75 DESIGNERS OR ANY o O C.H. 10-0*�, EL 12 I A5 / -- 0 W C.H. 1O- ' " I "I 204.3 CLOSET 204A 28" X 80" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. PASSAGE 1 -- BLOCK:6 PERSON PREPARING TO W � I M HOME OFFICE DISTURB THE EARTH'S Q EL 10.10 s R H of 205.1 205 30" X 80" SINGLE R.H. SOLID CORE 6 9/1 6" 2 PANEL WD. PRIVACY 1 -- LOT:3.3 SURFACE ANYWHERE IN OA 205.2 HALL 205B 32" X 80" SINGLE L.H. SOLID CORE 6 9/16" 2 PANEL WD. LOCK KEY 1 _ ZONE:R-80 THE STATE. , PORCH BEDOROOM HA =12 ci _ z 100E o 2.90 0 'i H 0- " I a TOTAL 17 OWNER: .� C.H. 9%-0 ^ C.•10-0 STEPHEN&DANIELLA RAVN I L © I 16 SAGAMORE ROAD EAST NORWICH,NY ]WN z I EL 1200 -5 5 10-7 I 11732 FIN. GRADE EL 10.00 C.H. si-o• I /� EXTERIOR DOORS dravn@aelandsurveying.com FLOOR AREA= 244 SF 0041 = - - - --( r 1 EGRESS= 25.6"w X 67.5"h 11.98 SF. IC5 �J ARCHITECT: i I FlN, GRADE EL 0.20 VEN TLA 28N$-SF4.;�� (6%) CLOSES " } o 0 9-0• BACK PORCH DOOR LIGH (127.) 04.2 104A - J h I FRONT DOOR New Habitat Architecture & - I I GLAS TRA OM I GLASS TRANSOM BALCONY DOORSin Design, C. 1 ERV SUPPLY=12 CFM EL 12.00 ~ I� "' GLASS TRANSOM H1 © ° '° H1 OO \ / \ / \ / \ 1171 Old Country Road suite 6 oov�i / \ -- -- - - - -- � / \ Plainview,NY 11803 / co o o \ / \ o / \ o / \ CRAWL SPACE tel:631 -393-2871 " " , " " I \ I I ,, T o bl I I 90 ACCESS DOOR fax:516-822-2743 ILI 24-0 9-0 1 4 / 20'-0"\ 10'-0" n / I newhabitatarch@gmail.com ,� 00 = I( *cn / FlN. GRADE EL 11.00\ i I I N I n I I I / M I D A6 I I I b / \ I I ( 5'-0• 2'-10" IV-B•I, 4• 5'-0• t 1'-e• I I I I PECONIC RESIDENCE C )A6 II / \ I 4 5'-0" 1 5' 9-6" 1 5•-0• fi / \ I I O O O O O O O L SITUATED AT i II PORTE COCHERE \ I I 0 / 100D \ I I 625 WELLS ROAD PECONIC, NY 11958 EL 11000' \\ I I I WINDOWS TOWN OF SOUTHOLD -- --_- _- -�� I _ _ _ _ _ _ � _ _ _ _ � SUFFOLK COUNTY NY. 1 I I - I I \ c \ o o / / \ / \ SCTM: DISTRICT 1000, SECTION 75, BLOCK 6, LOT 3.3 0 I 83'-0" m 3'-0" 3'-0• 1'-8" in 1 2 3 4 FIN. GRADE EL 10.50 5 / © © DO / 6 2'_8• 5'_4• \ THE GENERAL CONTRACTOR OR OWNER/CLIENT 3'-0• O O CAN VIEW C LOOK F ANY NEW PORK STATE L s'-0' BUILDING CODE REFERENCES OR SECTION n NUMBERS EITHER MENTIONED ON THESE PLANS �) !I�C/V C D �/'/�/J A © OR NOT,CAN GO TO THE FOLLOWING WEB STIE: w � d v `^'T' HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM vml� L'C'h A,, S�5�� a" EDUCATION LAW ARTICLE 145 NG&LAND pvz- INTERIOR DOORS SURVEYNGSECCTION 209;TISIONAL SAVIOLATIONOF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN FIRST FLOOR PLAN ' " \\ \ ITEM IN ANY WAY. 1 SCALE.: 3/16"=1'-0" \ \\ Go o FIRST FLOOR PLAN, WINDOW/ 00 o o l o / / DOOR SCHEDULE 1 4'-0" L SEAL--&SIGN.TURF DATE: 05-05-2024 PROJECT#11631 fr/` DRAWN BY: DR CHECKED BY: SR SCALE: AS INDICATED SHEET t A3 . 1 PAGE: 7 OF 18 REV. DESCRIPTION DATE INMAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C )A6 A6 � A6 3 5 6 )A6 3 5 6 40'-0" 10'-0" 40'-0" 10'-0" ROOF BELOW i I I ROOF BELOW I I I I NO OVERSIGHT,ERROR,OR OMISSION ON THE PART OF THE ENGINEER/ARCHITECT,OR HIS/HER 4 -0n I I I REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION, REMOVAL,USE,OR OCCUPANCY OF A BUILDING 2 I I I OR STRUCTURE THAT DOES NOT CONFORM TO THE BUILDING ZONE ORDINANCE. THE PROVISIONS OF THE BUILDING CODE AND -L - - -® - -© - - F Z SIP ROOF EDGE LINELTM - - - I I ANY DEVIATION FROM ANY STRUCTURAL 9'-On (D - - MEMBERS AS INDICATED ON THESE PLANS SUCH II AS HORS_TRIMMERS,1-BEAMS. PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., n , I I+ I ! I I ! CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, 14-11 4 7- 4 16-0 I STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, BEDROOM BEDROOM I I I) ( I I I " ! ! LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE 203 0 204 f ! I I I l 38-11 I, I I I I ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY PHYSICAL WORK. EL 23.00 EL 23.00 C.H. 9'-0" `� C.H. 9'-0" CONTRACTOR SHALL CHECK AND VERIFY ALL I I v I ! CONDITIONS AT THE CONSTRUCTION SITE CLOSET © II BALCONY1 W ifl i o Z BEFORE BEGINNING ANY PHYSICAL WORK.HE I I W I ' I I ! jI 204E i I rn I SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO cD I , I I EL 22.75 I I THESE PLANS,SPECIFICATIONS AND ALL OTHER EL 23.00 �' i C.H. 9'-0* w ! INFORMATION INCLUDING GOVERNING CODES, NO u NO I FLOOR ARE 230 SF FLOOR AREA= 250 i t l I ! I j l I ¢ I ! i 1 1 3 4 LAWS,ORDINANCE,ZONING AND REGULATION EGRESS= 23.5 w X 9.5 h 12.97 SF. I fi w o CD EGRESS= 2 .6 w X 67.5 h 11.98 SF. I I I o Z I l l VENTILATION 114.4 SF (6.3%) VENTILATION= 32.7 (137.) I I I I I N Y LIGHT= 28. SF 12.5% LIGHT= 46.8 SF19 j I o (' THE CONTRACTOR SHALL VERIFY ALL ERV S PPLY(12 CFM in ERV SUPPLY=12 C I I I 13 ! 1 EXISTING CONDITIONS&DIMENSIONS BEFORE f I I I � cat w STARTING CONSTRUCTION&SHALL NOTIFY 22'-11" I I i l J Y THE ENGINEER OF ANY AMBIGUITIES OR OD D ® 03.1 04.1 04.2 - - DISCREPANCIES BEFORE PROCEEDING WITH THE ! I j ! j j 1 WORK.IF ANY QUESTIONS ARISE BEFORE OR 1 DURING CONSTRUCTION AS TO THE INTENT OR 03. ® DETAILS OF THE DRAWINGS,THE CONTRACTOR 3'-6" 11'-An ROM " 5'-7n 5" 1' HA WAY IF 5'-0" 13' 10" 4" 4n SHALL CALL THE DESIGNER FOR CLARIFICATION n , " , „ AND/OR INSTRUCTIONS.IF THE CONTRACTOR . .=8'-O" BATHROOM I 12-5 22-11 4-O FAILS TO FOLLOW THE ABOVE PROCEDURE HE py [205.11 EL 23.00 203A EL 23.00 TUB C.H. 9'-0" cal ten 1a 19 20 C.H. 9'-0" 1 SHALL ASSUME THE RESPONSIBILITY FOR THE EL 23.00 15 SHOWER '0 204B �R� ATTIC CONSEQUENCES OF HIS ACTIONS AND/OR 17 " C.H. 9'-0" 1 14 1 EL 23.00 0 206 DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE 5-4 4 I 13 c.H. s'-o" I 0 16 TUB a' DRYER WASHER ERV E HAUST=18 CFtd J I v L33..D�COL VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY 1s O ' 12 CONTRACTOR. 14 SHOWER 11 O F = ERV SUPPLY=28 CRl ,o O of I `D THESE PLANS DO NOT RELIEVE THE 13 SHOWER `r•� `r cn `n io CONTRACTOR OR THEIR SUB-CONTRACTOR OF O RESPONSIBILITY FOR FULL COMPLIANCE WITH 12 ?� 9 I to I w 11 O 9 N SINK SHOW R o o THE CONTRACT REQUIREMENTS:FOR THE Ic CORRECTNESS OF DIMENSIONS;CLEARANCES Pu 7 7'-4" 11[ '- " OM �"� I ' ¢ PULL AND MATERIAL QUANTITIES;FOR PROPER DESIGN HOME OFFICE ,o ATHROOM a CLOSE °° I SDOWN TAIRS &DETAIL;FOR FABRICATION AND CONSTRUCTION ' I ' 2026 �' �' Q �' PULL 205 �� sT Rs s LAUNDRY 201 B ' ` TECHNIQUES;FOR PROPER COORDINATION WITH 9 C.H.=$'-o" EL 23.ao 200C M 5 4 , 2 2006 EL 23.00 A5 ( OTHER TRADES AND FOR PROVIDING ALL EL 22.00 VAULTED COL a O O C.H. 9'-0" -�', 00.1 EL 23 DEVICES REQUIRED FOR SAFE AND C. 23-0 I SATISFACTORY CONSTRUCTION&OPERATIONS. � C.H. 9'- " i' ERV EXHAUST=18 CF61 A-A FLOOR AREA= 710 SF s ERV EXHAUST=tB CFI�I-0" `D 2 EGRESS= 70"w X 79.5"h 38.6 SF. 5 00.3 A6 vENT1LATlON= 42.2 SF (6%) 4 6' 01.t LIGHT= 46.8 SF 6.5�) PRELIMINARY ERV SUPPLY=30 CFM a 6 I I ( I I I I ® ( ! o t4'_0n o0.2 BID/ PERMIT CD HALLWA 4 4'-2" 4' 3" 5" 15'-0" I I II i ( ' I i I ' I Y ! j l ! I DRAWINGS oA•», c° ioI 2056 I IIIIIi ; 11 ii Iill rB I - I II I cgcc �yOJ o5.2 EL 22,.00 BEDROOM I ' , BEFOR c.H. s-o" I LOSET 'I BALCONY 1 1 i ; A5 I Z ! i i 202 'n 20 AA V011.31 �, ! I I I I - D I EL 23.00 _I I I 201E J I i ( I � ' 0 3 w ! ! PROPERTY DIAL 811 u W W ! I INFORMATION C.H. 9'-0' " CC..H.29°o' BEDROOM I I EL!22.751 i I. i I co W o I I YORK REQUIRES o ;n HE STATE OF NEW CL SET 201 ©' I j i i I i j i t `' Y i i I TNOTIFICATION IBY C14CLOSET 2 1 A EL 23.00 I ( I + I ; - "' o I I SCTM EL 2300 C.H. 9'-0" I ! ¢ I DISTR.: 1000 i� 202A C.H s'-o' FLOOR AREA= 232 SF ( I II I I I ! 3 `� li I ; f I EXCAVATORS, _I I + j I w SECTION:75 DESIGNERS OR ANY �o o EL 23.00 EGRESS= 23.5 w X 79 5 h 12.97 SF. ! I ! I ' I I I I z I ( I I l i I BLOCK:6 PERSON PREPARING TO © © © I " j C.H. 9'-0' VENTILATION= 32.7 SF (14%) I J I DISTURB THE EARTH'S i i `L i I I - . I 14-4 n LIGHT= 46.8 SF (20q) I ! i I ! I I I LOT:3.3 SURFACE ANYWHERE IN - - - - - - - - - - 4-2 ERV SUPPLY=12 CFI I I I l I I I I I I ! ZONE:R-80 THE STATE. _ FLOOR AREA= 265 SF _ OWNER: EGRESS= 25.6"w X 67.5"h =11.98SF. o 3 - - - VENTILATION= 14.4 SF (5.4%) - B - - I D I IP ROOF EDGE LINE TYP.) - - - - t STEPHEN&DANIELLA RAVN LIGHT= 2Y 12 FM fi I 16 SAGAMORE ROAD EAST NORWICH,NY I i I ERV SUPPLY= 12 CFM � I I o 11732 ROOF BELOW LO I I I I 631-8 ROOF BE - - I - - 41 d3avn@ae6andsurveying.com G I E I ARCHITECT: - - - - - - - - - � ROOF EDGE LINE (TYP.) New Habitat Architecture & Design, .c. 24'-0" 9'-0" 20'-0" 20'-0" 10'-0" 9'-0" 20'-0" 10'-0" g p 1171 Old Country Road suite 6 83'-0" I I I Plainview,NY 11803 tel:631 -393-2871 fax:516-822-2743 1 2 4 ROOF BELOW 5 6 3 4 ROOF BELOW 5 newhabitatarch@gmail.com DA6 DA6 � A6 c 6 PECONIC RESIDENCE SITUATED AT 625 WELLS ROAD PECONIC, NY 11958 TOWN OF SOUTHOLD SUFFOLK COUNTY NY. SCTM: DISTRICT 1000, SECTION 75, SECOND FLOOR PLAN ATTIC FLOOR PLAN BLOCK 6, LOT3.3 1 SCALE: 3/16"=1'-0" 2 SCALE: 3/16"=1'-0" THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS OR NOT,CAN GO TO THE FOLLOWING WEB STIE: HTTP://PU BLICECODES.CYB ERREGS.COM/ST/NY/ST/I N DEX.HIM EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY. SECOND FLOOR PLAN ATTIC FLOOR PLAN ,SEAL-&-SIGNATURE DATE:05-05-2024 PROJECT#11631 DRAWN BY: DR -t CHECKED BY: SR SCALE: AS INDICATED I ` SHEET i r - J A3 . 2 �` PAGE: 8 OF 18 C A6 C 6 6 3 5 6 6 3 5 6 10-V a-W I av BF1a I I I AOtt M�a II I I I I I II I I I I I I I I I I I Z _ - I I I uinMmr_ I I N YOIP _ _ y « EdiN4.M•e R T. I I �.s"iz�cs�" I en=�M1e4x(' I gib I DT110 L I t .cow .cc.wx I utz NOUF OfFILF O LsoaAL aosE AUNDR -- �."o A�5 A6 - - - �r55T Y64 ® - - ---- \/ • rPRELIMINRFViPE`��0 nr ver-s rn16�0 I BIDIPER IT j - Y DRNWI GS \ � Mk�lw_W� - B I ® w BFnRrcM 64LO A5 YI we„ �� pL �I e w,o D, _ KF_ r - - acg v III G — - AS YZI 4 J aAi - . 6x 1•'IR4 — msegr.lt� t I I 55 I - --------I - awr e---- V - New Habliat ArchM1eclura& I I V-Caft I I UU - q s:L�l ) 6 V 4 ooM 41MI 5 6 mw....,.�..�...a �A6 6 A6 C AM SFCOND FLOOP, PLAN 2 ATTIC 6LOOR PI AN SFCOND FLOOR PLAN ATTIC FLOOR PLAN „AE3.2W e� �e ARDIE SHINCIE SOX 41 RAN NPOINTTiL-Q5Q- M:iAL ROOF o ® NARDIE SIgN" T��ArRG RLR EL 3300 Y TO WNoGM EL 3100 ME"AL ROOF \ �..I.:IF�LI y70 SECIXfO FUR EL 230 Y — — TO 0 ttA CAR EL 220 A 10.IMNDOW EL 20GO _ Y T PORLH __— _ ®__ U-1 STUCCO BeSE r.0 FIRST FLR EL 120 Rawt SPgC fl t0 CAPAGE FLR EL 1010__y� ED.CRA]C CL 00 .41 Y it :C[ [�111�l��AfI1�� 1 .� L � EI e Ea<T GPEuvo EL iG 1 �1 �l �i �1� II 1i II 1______ _______ _1_L______ _______ _ —— B FOOIINC EL A W ------- --------- R FWTNG EL 40 EAST REAR ELEVATION SC.AIE: '—g' MELIMINARV DRAPENMR oRawTNcs �\ t rye ARCHITECTURAL SHINGLES ROOF 7�Wr A3ifIP IN 95p__ _ ee —T N.—. y i0 AtPC ttR CL 3]00__ _ —_ ^New Habtat Architecture& Yd Deslg,.p.c. PARDIf SHINCIE 9CING NAROIE SIOMC ,.r„wr.,maa�x.... g y, I O SECONp FLR EL 23 W POACH ser e,ocve corer rvrr PORTS RE i_0 PRWM FLR El II 20 ],0._EIRST F.R 1L 41AIN,1a l� —i0 CAPRCE FLR EL'01 1" :1• _ {•= III EM,Si 4RUJN0 EL 70 7' I I III I I —1 ' r.ornwauewi�im:n�uw . •. , umr.w aecna.rme nn,w.,rwxw m:�..o.,x+.mu wersici:— I I 1 I I II I �r��",w w,Ecnww,uuneo I I 1 I eNoree.0 uw.u....w"m,.rr,ui d BFODTInG EL 400 u L1— _ _ 1__ 2 NORTH ELEVATION EAST AND NIX21H ELEVATIONS A4..�1.,0 i REV.1 DESCRIPTION DATE — INMAL SUBMISSION TO T.O.S. 05 1¢ 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 / / `1 Q NO OVERSIGHT,ERROR,OR OMISSION ON THE ry PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION, 12 12 s/r \ REMOVAL,USE,OR OCCUPANCY OF A BUILDING OR STRUCTURE THAT DOES NOT CONFORM TO 15p �15 A��9 THE PROVISIONS OF THE BUILDING DE AND THE ZONE ORDIN O �,f ANY DEVIATION FROM ANY STRUCTURAL HARDIE SHINGLE SIDING '�� \ MEMBERS AS INDICATED ON THESE PLANS SUCH AS HORS_TRIMMERS,1-BEAMS. DECOR. METAL ROOF _ _ ROOF MIDPOINT EL. 39.50 PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., CUPOLA CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, / — � STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, / HARDIE SIDING LEDGER BRDS.,ETC,SHALL BE REPORTED TO THE 12 ARCHITECT PRIOR TO THE COMMENCEMENT OF d4 \ ANY PHYSICAL WORK. CONTRACTOR SHALL CHECK AND VERIFY ALL ,O ,o CONDITIONS AT THE CONSTRUCTION SITE 12 1 BEFORE BEGINNING ANY PHYSICAL WORK.HE / p T.O. ATTIC FLR. EL. 33.00 SHALL\ THESE PLIANS,SPECIFIILIARIZE HIMSELF CATIONS TH THE INTENT O ICATIONS AND ALL OTHER ` INFORMATION INCLUDING GOVERNING CODES, 7„ - _ _ _ T.O. WINDOW EL. 31.00 LAWS,ORDINANCE,ZONING AND REGULATION , THE CONTRACTOR SHALL VERIFY ALL HARDIE CLAPBOARD SIDING \ EXISTING CONDITIONS&DIMENSIONS BEFORE � U STARTING CONSTRUCTION&SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH THE / 2" \ / ! 4 12 DURING CONSTRUCTION AS TO THE INTENT OR WORK.IF ANY QUESTIONS ARISE BEFORE OR El 'a4 METAL ROOF CTOR 00 12 N SHALL CALL THE DESIGNER OR CLARIFICATION I F THE DRAWINGS,THE 00 � c AND/OR INSTRUCTIONS.IF THE CONTRACTOR a4 T.O.T.0_ SECOND FLR. EL. 23 � oI FAILS TO FOLLOW THE ABOVE PROCEDURE HE N / DECOR. PERGOLA M SHALL ASSUME THE RESPONSIBILITY FOR THE •:.;ti :�..>;..;....;,�;;•. ,,,. CONSEQUENCES OF HIS ACTIONS AND/OR DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE T.O. WINDOW EL. 20.00 _ \ VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY YTLP- CONTRACTOR. ® ® THESE PLANS DO NOT RELIEVE THE I \ I \ 6X6 WD. POST CONTRACTOR OR THEIR SUB-CONTRACTOR OF `a RESPONSIBILITY FOR FULL COMPLIANCE WITH I o THE CONTRACT REQUIREMENTS:FOR THE CORRECTNESS OF DIMENSIONS;CLEARANCES CD ` AND MATERIAL QUANTITIES;FOR PROPER DESIGN ' "• > '<'''•.'' '. &DETAIL;FOR FABRICATION AND CONSTRUCTION I b E y TECHNIQUES;FOR PROPER COORDINATION WITH LO. IRS F 00 OTHER TRADES AND FOR ALL ' �. �• I R PROVIDING PROP. GROUND EL. 10.0 `� I I' ' �� /,FTI.' .' •- - DEVICES R OR SAFE AND SATISFACTORY CONSTRUCTION&OPERATIONS. II 1 1 I GROUND FI . 90 I STUCCO BASE I I 111 -L'PROP. _ _ EXIST. AVERAGE EL. 7.5 — _ _ _ PRELIMINARY I II II 32'-5" I I I I I --] -- ] I BID/ PERMIT IIIIrr _ __ __ __ ____ __ _ _ __ ___ __ __ _ _ _ _ _ __ --_- -_ u 51'-6" DRAWINGS o' �° SIDEYARD SETBACK - -- -- ------ - - -- -- ---��- - - - --- -- ---------- -- - J --- ----- -- - - -- - --� � B. FOOTING EL. 4.00� a — — ——— —— —— — — — SIDEYARD SETBACK °q<< aEFOR�-` PROPERTY DIAL 811 WEST FRONT ELEVATION INFORMATION THE STATE OF NEW SCTM SCALE: 3 16 =1'—O" YORK REQUIRES NOTIFICATION BY DISTR.:1000 EXCAVATORS, SECTION:75 DESIGNERS OR ANY BLOCK:6 PERSON PREPARING TO DISTURB THE EARTH'S Q� LOT:3.3 SURFACE ANYWHERE IN Qy� ZONE:R-80 THE STATE. OWNER: �r STEPHEN&DANIELLA RAVN ;:._-1I 1'L �. k-_ _1�I I B ' iir:. I I 16 SAGAMORE ROAD EAST NORWICH, NY r IT L 1 N_. ' i� 1' I l -h F 1i I._� I� K C` _ F i, N ,!,1 I 1! 1! i i 11732 t l ), i` l q �� a h i ,, -IL F, ! 1 1 1�.fl� _ Z -I1 _L� El rl� _�,_,. i.!!_ ] _ 631-885-1641 111 b 1,i.�JE 1 - I JI ,:� f!'- 1., J .i 1L 1��1_II a T } -'_ ;:r; T_ _ F _ i �' dravn@aelandsurveying.com L_._._ L __ I_�_ IT / J I L J L t -T T-_ I_I _ li _ l I L - ll� .I'. e - ARCHITECT: t I' _E fi 1 r - 9 i �! ��� - ;' IE� � TAT =i�!� ,I I T� i�>�I' _ f � rT rI - h r T"i ��„ � �[ �^ r " -. ri' I=, E �I - I -;- I-, f I �rl I` ARCHITECTURAL SHINGLES ROOF New Habitat Architecture & I' T .I -rt-'- �-,- ll LJriiTH ! I F V +I Al �L� �!' V �fi_1 __._.._I[_ �NJ -� T- '! I` "���� `7i� 1 ROOF MIDPOINT EL. 39.50 Design, p.c. 1 - r 1 iT F` - i r.�,- 1171 Old Count Road suite 6 T.II � � I i�� 1L , — Country 1 1 P T Ti Lu i:r I J�p E' i �' ice' L._ Plainview,NY 11803 METAL ROOF tel:631 -393-2871 _,-J li 1' �_r_ SOLAR @ 9 I fax:516-822-2743 � T, T PANELS -T T , newha bitatarch@gmaii.com i abitatarch@gmaiLcom F-�I JE .. . ' a F'I! -! - 17 T.O. ATTIC FLR. EL. 33.00 18" 2" T PECONIC RESIDENCE 2" _ _ _ T.O. WINDOW_EL. 31 SITUATED AT 625 WELLS ROAD PECON IC, NY 11958 CLAPBOARD SIDING TOWN OF SOUTHOLD 6'-0" 2 ZL SUFFOLK COUNTY NY. METAL ROOF 111 - 2'-0" SCTM: DISTRICT 1000, SECTION 75, 12 a 4 2 a4 METAL ROOF BLOCK 6, LOT 3.3 -� PERGOLA T.O. SECOND FLR. EL. 23.00 :. ti - s .;....: ,' .•. '. THE GENERAL CONTRACTOR OR OWNER/CLIENT „ CAN VIEW OR LOOK UP ANY NEW YORK STATE T.O. WINDOW_EL. 20.00 BUILDING CODE REFERENCES OR SECTION _ NUMBERS EITHER MENTIONED ON THESE PLANS OR NOT,CAN GO TO THE FOLLOWING WEB STIE: L/ TRELLIS HTTP://PU BLICECOD ES.CYBE RREGS.COM/ST/NY/ST/INDEX.H IM =CD PORCH t ;,• EDUCATION LAW ARTICLE 145 b PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS CD PORTE COCHERE ACTING UNDER THE DIRECTION OF A LICENSED ,.,,:.,., ENGINEER ORITEM IN ANYWAY.OR,TO ALTER AN 100D EL 11.00 :. ::: :"• L.O. FIRST FLR. -EL. 21 00 ,, PROP. GROUND EL. 9.0 — ——— MOMWEST (FRONT) AND SOUTH I LI _ _ EXIST. AVERAGE EL. 7.5 ELEVATIONS I I I I 1 1 I 60'-4" I I I SEAL&SIGNATURE DATE:05-05-2024 FRONT YARD SETBACK I I I I I I I I I I I I --'"-- �;:;" �� - - - - ---- - -- -- - --- - - -- - --- -- - - -E �'71 - -- - - - - -- -- ----- =� PROJECT#11631 — — _—-C1�_ B. FOOTING EL. 4_00 ,�' DRAWN BY: DR 41 ' E CHECKED BY: SR SCALE:AS INDICATED SOUTH ELEVATION SHEET i 2 SCALE: 3/16"=1'-0" V. A4. 0 �. f PAGE: 9 OF 18 REV. DESCRIPTION DATE - INMAL SUBMISSION TO T.O.S. 05 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 ` tr NO OVERSIGHT,ERROR,OR OMISSION ON THE PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE 15 D 12 12 ERECTING,CONSTRUCTION,ALTERATION, 15 REMOVAL,USE,OR OCCUPANCY OF A BUILDING OR STRUCTURE THAT DOES NOT CONFORM TO THE PROVISIONS OF THE BUILDING CODE AND ARDIE SHINGLE SIDING THE BUILDING ZONE ORDINANCE. MEMBERS DEVIATION FROM ANY STRUCTURAL ROOF MIDPOINT EL. 39.50 — _ S AS INDICATED ON THESE PLANS SUCH METAL ROOF AS HORS_TRIMMERS,1-BEAMS. 4� / PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., HARDIE SIDING CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE ! i ARCHITECT PRIOR TO THE COMMENCEMENT OF I r �12 10 CONTRACTOR PHYSICAL WORK. T.O. ATTIC FLR. EL. 33.00 ONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION SITE T.O. WINDOW EL. 31.00 BEFORE BEGINNING ANY PHYSICAL WORK.HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO L THESE PLANS,SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING CODES, El LAWS,ORDINANCE,ZONING AND REGULATION G3 Bi THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS&DIMENSIONS BEFORE METAL ROOF STARTING CONSTRUCTION&SHALL NOTIFY 12M THE ENGINEER OF ANY AMBIGUITIES OR \ ILI DISCREPANCIES BEFORE PROCEEDING WITH THE T.O. SECOND FLR. EL. 23.0 3 / WORK.IF ANY QUESTIONS ARISE BEFORE OR — — 3v a DURING CONSTRUCTION AS TO THE INTENT OR METAL ROOF DETAILS OF THE DRAWINGS,THE CONTRACTOR _ I I T.O. 2ND FLR. GAR. EL. 22.0 SHALL CALL THE DESIGNER FOR CLARIFICATION AND/OR INSTRUCTIONS.IF THE CONTRACTOR � FAILS TO FOLLOW THE ABOVE PROCEDURE HE T.O. WINDOW EL. 20.00 _ SHALL ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND/OR DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY PORCH a CONTRACTOR. THESE PLANS DO NOT RELIEVE THE CONTRACTOR OR THEIR SUB-CONTRACTOR OF / \ / \ STUCCO BASE RESPONSIBILITY FOR FULL COMPLIANCE WITH THE CONTRACT REQUIREMENTS:FOR THE T.O. FIRST FLR. EL. 12.0 CORRECTNESS OF DIMENSIONS;CLEARANCES AND MATERIAL QUANTITIES;FOR PROPER DESIGN &DETAIL;FOR FABRICATION AND CONSTRUCTION TECHNIQUES;FOR PROPER COORDINATION WITH n. J; J; °' E FLR. EL. 1 O.1 O OTHER TRADES AND FOR ♦J .:: �•� ;'-•'• '' _ T.O. GARAGE PROVIDING ALL .\„wF'l,�• "'1a:.. ..' .y,; a.. .r Jsy i..°J'�:♦ •'�' �'a's I `'';° `�.' ;r+. '"'�'` — — DEVICES REQUIRED PROP. GRADE EL. 9.0 CRAWL ACE ,;;;:� :�kf�;1; ::'�:�:,.:, .:�s�:•'• �.„..•� �• •�,-�=�-�'• Q FOR SAFE AND y. ,� > • .:s !s�➢a..r?•:-Y:v:f:.as,.�. '�•+Ltt.d•:. . _;.r•s.,,. ".;. 'ss'.a•y:s ati} ip.,..:i.�s.uaii"fi i- • ', `>:.�s ...';9 v;AkS:�';{^B'i•.�a',1o; •,. 1 ACCES t, ���y3;.'' }.•.:.•t.. ,^ ;.w,�e��•, ''9S Y.•t. ;t ,.�L� •p.. ( SATISFACTORY CONSTRUCTION&OPERATIONS. Iti:: ,.Y s ,4. .5:�•%;: •J.sv,': i:::'S:.t...: •'•,.,4, .^t,.• 9.i�,i.a:'1' I I:;�n✓.,'. ,.t,. ,. nY''•t4�:✓%:ty }••:., :.,... !�..�•eYfti>:✓>:fiy�y:..�e✓,'t,'.y..�'•:ti':''4•:✓ �•y: °'" ,:?'!� ,yr'Y`. .4{y'.. i�'a••; ,:r,�:;- °� �Y=�'i ":�:'f I EXIST. GROUND EL. 7.0 l I I I I I I I I I I I I I I PRELIMINARY B. FOOTING EL. 4.00 _� ---- -- -1 -L - - ---- - -11- ---- - - —L- - --- - - - - -I------- - -- - - - - -- - - ---- - - - - -- BID/ PERMIT— __ -- -L_j-- ---- - - - - - ---ZJ1---- - - - - - - -- ------ --�� B. FOOTING EL. 4.0 -- -�- DRAWINGS A C0 'O J Cq<< BEFORE A EAST (REAR ) ELEVATION PROPERTY DIAL811 SCALE. 3/16"=1'—O" INFORMATION THE STATE OF NEW SCTM YORK REQUIRES NOTIFICATION BY DISTR.:1000 EXCAVATORS, SECTION:75 DESIGNERS OR ANY BLOCK:6 PERSON PREPARING TO DISTURB THE EARTH'S LOT:3.3 SURFACE ANYWHERE IN ZONE:R-80 THE STATE. µ �! r - - I I - - ', ! - i d_ ' OWNER: F I' i € 9, : , :t . + `, i,s -C ((I. ' ,( 1 r STEPHEN&DANIELLA RAVN I �a� r .. F- _-t- .c e __ " - ! :-s- .1 ' S 3 ` 16 SAGAMORE ROAD EAST NORWICH, NY 11732 1 3885-1641 - --f: , : I T g I�r dravn@aelandsurveying.com �- I .•-r I `.-�r K .1_� r� - i_' _ 1 sr: ri I " SAY •- - - " r ARCHITECTURAL SHINGLES ROOF ARCHITECT: r ! I I - - ! °DEC. CUPO � ` i- s F -i 1 A ROOF MIDPOINT EL. 39.50 ; > New Habitat�`_ �; _ � � ," t Architecture & Design p s G r 1171 Old Count Road suite 6 Plainview,Y 11803 tel:631 -393-2871 k r / newhabitatarch@gmail.com 2743 mail.com T.O. ATTIC FLR. EL. 33.00 T ". �~ `� @g -�-- — — — — I r - .s 1 I I 414 I - 187 r HARDIE SHINGLE SIDING PECONIC RESIDENCE SITUATED AT HARDIE SIDING 625 WELLS ROAD PECONIC, NY 11958 LJIL TOWN OF SOUTHOLD 4p —'! i . . � SUFFOLK COUNTY NY. 3 T.O. SECOND FLR. EL 23.00 SCTM: DISTRICT 1000, SECTION 75, — � �Jt LJ BLOCK 6, LOT 3.3 '2 C. i THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS PORCH OR NOT,CAN GO TO THE FOLLOWING WEB STIE: c HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM EDUCATION ON LAW ARTICLE 145 PORTE PROFESSIONAL ENGINEERING&LAND OCHERE ' • > •� •. ' it SURVEYING,SECTION 7209;IT IS A VIOLATION OF kY a, THIS LAW FOR ANY PERSON,T.O. PRO �:;',;;'' :, O ,UNLESSHEI CH FLR. EL. 11.70 ,�... . :.....-.:.�.: 100D S T.O. FIRST FLR. E ACTING UNDER THE DIRECTION OF A LICENSED ti•s.;``Y�•• ,,; .:�.'.,.,,;... .'�: ;'s:i� rTs:;'f= a.v„•_: " • �'s; .;.•,:.',;: ENGINEER OR LAND SURVEYOR,TO ALTER AN :'.7•: w�k y.. .:J'•.f::.:::,;t .•1✓l:' J•t;�n 7' `k•Y•S} f•ta��\.Ty. i.�•S��s%,. n :+• 't'+i's:;+• . i..i..;2.` :y. .A: .r'i�;':,¢:4.:tig..,.. J,ti " „ , .:: ITEM IN ANY WAY. . :s. ..y.<•',yi.-, .Y: ry,.•;i:S'?.•. ,,s,• a:'S}I• ptit',.fit c�r'•}�')�„}:;, •`a:�" s'{: :.k.:}?'.• TT. .:� t,.: Jai, �. .�;. • }Yf::•2a''tie •' '•` �t.; s''. ' '• T.O. GARAGE FLR. EL. 10.1 a p„` •-sj..`'if a""'s �,,,.y: ••i:, 1ytw�'.',_';t,`7 i-`' I I EXIST. GROUND EL. 7.0 EAST AND NORTH I I II II II IIII IIII ELEVATIONS B. FOOTING EL. 4.00 r1-1= -- ---�� - _T --- -----_ —=1=L- - -- - -- - -_ —_—_ —_—_— _—_—_— _— _—_ - - ---- -- � -- - _ ---1i� SEA"-SIG TURE DATE:05-05-2024 — —— — — ——— — � PROJECT#11631 i;� yt Ga t ,' a^� w DRAWN BY: DR NORTH ELEVATION CHECKED BY: SR 2 - AS INDICATED SCALE SCALE: 3/16"=1'-0" SHEET \• a a` A4. 1 PAGE: 10 OF 18 REV. DESCRIPTION DATE - INMAL SUBMISSION TO T.O.S. OS 14 24 I� 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 _ I LAMINATED RIDGE BEAM 12 12 e- 15 15 E- RAILING OVER 2X4 WALL _ WATERPROOFING UNDER DOOR 3/4" PLYWOOD DECK ROOF ASSEMBLY (R-54): r',, r o s ROOF ASSEMBLY (R-54): 1x6 WD. COMP. DECK i ROOF MIDPOINT EL. 39.50 - ` V F�c N - SECOND FLOOR NO OVERSIGHT,ERROR,OR OMISSION ON THE ARCHITECTURAL ASPH. SHINGLES/ 26 GA. 3/4" PLYWOOD DECK LVL RIM JOIST PART OF THE ENGINEER/ARCHITECT,OR HIS/HER / - -SECOND FLf)OR DECif- EL. 23.00 REPRESENTATIVE SHALL LEGALIZE THE ARCHITECTURAL ASPH. SHINGLES/ 26 GA. 4� , �. I >7 METAL ROOF CONT. WATERPROOF EL. 22.65 METAL ROOF f�•:f o oc KEENE VIPER CDR VENT MATT 2X8 ACQ DECK J I ERECTING,CONSTRUCTION,ALTERATION, KEENE VIPER CDR VENT MATT MEMBRANE TO VAPOR BARRIER o '' \' ' `` `` VAPOR BARRIER UNDERSIDE OF DOOR REMOVAL,USE,OR OCCUPANCY OF A BUILDING OR STRUCTURE THAT DOES NOT CONFORM TO I 12 6 1/2" SIPS PANEL SEAMS TAPED BOTH SPRAY FOAM THE PROVISIONS OF THE BUILDING CODE AND 6 1/2" SIPS PANEL SEAMS TAPED BOTH r:''' '� o K EE WALL 4Q10 SIDES (R-24) 4" GUTTER _ THE BUILDING ZONE ORDINANCE. y` LAMINATED RIDGE BEAM S/o l SOUND PROOFING INSULATION SIDES (R-24) yti<\•• 2 PLY 1 3/4" X 11 7/8" ,- d• S 6� 2X10 ROOF JOISTS 1X8 AZEC FASCIA 2X10 ROOF JOISTS r''` LVL BEAM 4X4 POST ih �Fti�B' R-30 BATT ROXUL BATT INSULATION BOARD BEADED BAORD 2X8 ACQ LEDGER 11 7/8" TJI 360 0 16" O.C. ANY DEVIATION FROM ANY STRUCTURAL T.O. ATTIC FLR. f=L. 33.00 R-30 BATT ROXUL GATT INSULATION _ ATTIC T'� 1LINC-COVER BOLTED TRHOUGH RIM �_ MEMBERS AS INDICATED ON THESE PLANS SUCH CO R TIES 0 48" O.C. ;• 2X8 ACQ DECK JOISTS JOISTS 6 5 G.W.B. AS HORS-TRIMMERS,1-BEAMS. UPPER DECK ASSEMBLY: " ' 0 16" O.C. RIPPED I I 6 5/8" PUR SIPS PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., BEAD BOARD CEIL. PANEL " AT 1/4" PER FT. \_2" COMPOSITE WD (3) PLY 1 3/4" X 11 7/8 ML BEAM '��; I I CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, 2X8 D.J. RIPPED 01/8"/FT. a -0 g'-0" TRIM HARDIE SIDING OVER STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, 3/4" PLYWOOD DECK a / \ R <•. (2) 1 3/4"X14" LVL (® LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE WATERPROOF MEMBRANE = o N ARCHITECT PRIOR TO THE COMMENCEMENT OF 0 3 8" FANFOLD STRAPS 0 24" I BEAM (SPLICES OVER I N-DECORATIVE O.C. OVER TYVEK STUCCO WRAP ANY PHYSICAL WORK. CL R 1X4 FURRING STRIPS N U 1EIII R COLUMNS ONLY) W/ BEAM WD. COMPOSITE DECK '� o 0 0 Oj o R o \ 1 2" AZEK TRIM R / \ / \ I / \ T.O. PLATE EL. 27.0 ,� / CONTRACTOR SHALL CHECK AND VERIFY ALL o' M G R o o �' 1 o / \ -�'Ty- I CONDITIONS AT THE CONSTRUCTION SITE o cc Z o z \ / 00 ' oo I I BEFORE BEGINNING ANY PHYSICAL WORK.HE 6X6 WD. COLUMN W/ SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO =�, _-�� N ^ BEDROOM 201 O° o WD. COMPOSIT TRIM THESE PLANS,SPECIFICATIONS AND ALL OTHER M CLOS. 201A CLOSET 200A o �n COVER I I INFORMATION INCLUDING GOVERNING CODES, T.O. SECOND FLR. EL. 23.00 _ HOME OFFICE 205 I I LAWS,ORDINANCE,ZONING AND REGULATION EL. 2 .00 EL. 22.00 PORCH ASSEMBLY: (3) PLY 1 3/4" X 14" 11 7/8" TJI 360 0 16" O.C. T.O. PLATE EL. 20.75 I I = THE CONTRACTOR SHALL VERIFY ALL LVL BEAM EXISTING CONDITIONS&DIMENSIONS BEFORE (3) 2X12 ACQ BEAM W/ CLOSED CELL 0 14"h. TJI 360 0 16" O.C. _ o CLOSED CELL INSUL. � °O cn I I I I STARTING CONSTRUCTION&SHALL NOTIFY 1/2" COMPOSITE TRIM a JOIST ENDS (TYP.) 0 JOIST ENDS (TYP.) v � 6X6 WD. POST = cn / N I I I THE ENGINEER OF ANY AMBIGUITIES OR o� z DISCREPANCIES BEFORE PROCEEDING WITH THE p WORK.IF ANY QUESTIONS ARISE BEFORE OR N oC I E= im I I DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS,THE CONTRACTOR R I / o of = I I SHALL CALL THE DESIGNER FOR CLARIFICATION w o I I AND/OR INSTRUCTIONS.IF THE CONTRACTOR WD. COMPOSITE DECK BOA D o 2X8 ACQ JOISTS 0 16"O.C. I PROOM FAILS TO FOLLOW THE ABOVE PROCEDURE HE °O a SHALL ASSUME THE RESPONSIBILITY FOR THE (3) 2X12 ACQ BEAMPARLOR 110 CLO. 101A BEDROOM 105 ^ r N I I CONSEQUENCES OF HIS ACTIONS AND/OR TO. FIRST FLR. EL. 12.00 I I PORC 10 A 2X8 ACQ LEDGER BOLTED TRHOUGH RIM DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE T.O. FOUND. WALL EL. 10_75 _ JOISTS VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY (3) PLY 1 3/4" X 14" CLOSED CELL AT JOISTS ENDS //• / / GAR E 6 EL. 10.10 2" 2LB. EPS INSUL. AT EXTERIOR 2X8 ACQ DECK JOISTS ( I FIRST FLOOR CONTRACTOR. T.O. PIER EL. 10.00 2" POLYISO INTERIOR INSUL LVL BEAM R \\��(2) LAYERS 2" \//\\/ , _ ', = OF FOUNDATION WALL. STUCCO I WD COMPOSIT DECK EL. 12.00 = UNVENTED CRAWL INSUL. /i\i/ FIN SH TO 6" BELOW GRADE THESE PLANS DO NOT RELIEVE THE \\\ \ \ \\\\ \\\� 0 8" CONC. WALL W/ c�, \�j\� \ \ \ \ \ \j / / /\ / /\ / / / / Y / / / / /\ / n 2X12 ACQ RIM JOIST CONTRACTOR OR THEIR SUB-CONTRACTOR OF //\//\//\//\�\/%\//\/ \// ////// // //, I WATERPROOF MEMBRANE SPACE /\i ! \//\//\// / / / //\//\/\/\//\//\//\//\//\//\//\//\//\//\//\//\// EXIST. AVERAGE WD. COMP. TRIM I I RESPONSIBILITY FOR FULL COMPLIANCE WITH EXIST. AVERAGE \r\\/\�r/\ \ \ \ \ \ •4• / \/\/\/j\/\ \/� 2 XPS EXTERIOR EL 7.00 2" RAT SLAB OVER (2) �//\3" X S IN UL. /�/ // /�j// / /// / �/jj��j/ / / %/ // \ \ \� /\,r_ THE CONTRACT REQUIREMENTS:FOR THE �T\\,�\\\\\\\\\\\\\\\\\\\ /</\/\�\/\/\/\ \/� \\\\��\\\ \\\ \\\\\\\�� \\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ .. \ o \\ GROUND EL. 7.5 :. GROUND EL. 7.5 .//////////// \\\\\\\\\\\\\\ \\\ „_...._„,...,_..,,,-.,._,......_.. ////// ,////\//// / / / / / / / /\/ / \/\/ / / / / / / / / ! I CORRECTNESS OF DIMENSIONS;CLEARANCES \ \ \FILL .a�ei �...,�.,,.\...,.�. .` .�..,..;n •.\.:x.`'.r:\ .�....�: � r. »`.�,�, „`r \ -..L..,�,. .:\. .�.. :\,..��.. .\ '\"''�`' \ � � .wit,. ,�' \ \ %\/\/\/U\/ /\��/\% /\� / `J\/\ / / ��\/\/\/\/\/ \�\/\ /�/�/\�� \\\\\\ \ \\\\\\ \\ AND MATERIAL QUANTITIES'FOR PROPER DESIGN &DETAIL;FOR FABRICATION AND CONSTRUCTION ,./ DOUBLE SILL PLATE 11 7 8" TJI 360 0 16" O.C. B.O. FT. EL. 4.00 \\, .: /\ \\�/\�/\�/\\�/\�/\ \\� • • /\ /\\/\\/\\i\\�\\i\\i\\i\\i\\/\\i\\i\\i\\i\\i\\i\\i\\/\\/\\/\\i\\i\\yam /\\i\\i\\i\\i\\i\\i\\/\\/\\/\\i\\/\\/\\/\\/\\/\\/\\ \/\\/\\/\\/\/\\/\\/\."'' \\/\\�\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\�/\\/\\/\\ •. B.O. FT, EL, 4,00 WOOD STAIRS (3) 2X 12 ACQ BEAM TECHNIQUES;FOR PROPER COORDINATION WITH i\r\r\ r\r\/�\r�r\r\i\i\�/\i\r��\i\i\1\/ - OTHER TRADES AND FOR PROVIDING ALL ° SIMPSON ABWZ BASE 2" XPS RIGID DEVICES REQUIRED FOR SAFE AND ° INSULATION SPRAY FOAM AT JOIST ENDS SATISFACTORY CONSTRUCTION&OPERATIONS. DET. 3 \\/\� \� \ ° / \� 7 \ / D E T. 4 / / /\ \\ \\ 2 POLYISO IN TI SECTION A- A I � ° // // / // 2" RAT SLAB OVER (2) PRELIMINARY 1 SCALE: 3 16"-1'-0" � UI \\ \/\\/\ LAYERS 2" XPS OVER 10 BID/ PERMIT / - / \/\ MIL. VAPOR BARRIER TAPED DRAWINGS `M �° / / / °• TO TOP OF FOUND. WALL 0A \\ \\ \\ \\ •° /\\/\\ FOUNDATION KI Cq<< BEFOR�yO WATERPROOF M14(B N \�/ / \ -y DIAL 811 ° \\ \\\ 2" XPS RIGID INS 0 / PROPERTY "/ INFORMATION THE STATE OF NEW \\//\//\// / / \/ // • ° \\ \\ \\ \\/ TM YORK REQUIRES \. t LAMINATED RIDGE BEAM 10 ML \/\\\\ • D STR.:1000 NOTIFICATION BY EXCAVATORS, °, ° • SECTION:75 DESIGNERS OR ANY ( 12 12 \�\ , BLOCK:6 PERSON PREPARING TO ROOF ASSEMBLY R-54 : / / • ° 15DF, 15 ROOF ASSEMBLY (R-54� LOT:3.3 DISTURB THE EARTH'S ARCHITECTURAL ASPH. SHINGLES/ 26 GA. SURFACE ANYWHERE IN METAL ROOF x•''r Y . ARCHITECTURAL ASPH. SHINGLES/ 26 GA, ZONE:R-80 THE STATE. KEENE VIPER CDR VENT MATT METAL ROOF n ., VAPOR BARRIER • KEENE VIPER CDR VENT MATT OWNER: 6 1/2" SIPS PANEL SEAMS TAPED BOTH ��� a4 VAPOR BARRIER PORCH DECK DETAILS TYPICAL EXTERIOR WALL DETAIL 6 1/2" SIPS PANEL SEAMS TAPED BOTH 3 SCALE: 1/2"=1'-0" 4 SCALE: 1/2"=1'-0" STEPHEN&DANIELLA RAVN SIDES (R-24) 3 x ( ) 16 SAGAMORE ROAD EAST NORWICH,NY r 2X10 ROOF JOISTS o SIDES R-24 R-30 BATT ROXUL BATT INSULATION of Z '^ (2 2X10 ROOF JOISTS 11732 �� ZXIp RR p \ R-30 BATT ROXUL BATT INSULATION 631-885-1641 o = 048' dravn@aelandsurveying.com 12 10 T&G WOOD C LING 4X4 POST ARCHITECT: D.' ATTIC \ _ _ T.O. ATTIC FLR. EL. 33.0 \ COLLAR TIES 0 48" O.C. 2X6 C.J. 0 16" O.C. - - 3 \ 4" CONC. SLAB New Habitat Architecture & GLASS TRANSOM I I 3 PLY 1 /4" X T•0• PLATE EL. 30.75 TYPICAL EXTERIOR WALL ASSEMBLY (R-41): 2 \ p I I 11 7/8" BEAM HARDIE CEMENT SIDING (CLAPBOARD OR MUD \ (2) LAYERS 2" XPS RIGID Design, C. \ INSULATION SHINGLES SEE ELEVATIONS) 10 MIL. VAPOR BARRIER 1171 Old Country Road suite 6 Plainview,NY 11803 ,' I) II 3/8" FANFOLD STRAPS 0 24" O.C. TAPED tel:631 -393-2871 CD BATH. 201 TYVEK STUCCO WRAP 11 7/8" TJI 360 fax:516-822-2743 T.O. PLATE EL. 27.0 0 CD I I I I I o� 6 5/8" PUR SIP (SEAMS TAPED BOTH SIDES • " 0 o I I I 03 I r newhabitatarch@gmail.com / \ 0o i� (R-41) ° ° CLOSED CELL FOAM AT 00 o I I LAUNDR 1/2" G.W.B. APPLIED TO SIP PANEL INTERIOR z7 �o c v JOISTS ENDS / o CLOSETI I HALL 2008 z: GARAGE BATH 2O3B II \ \ R �\ Lj H ME OFFICE 205 200C o EL 23.00 - T_O. SECOND FLR. EL. 23.0 \/\/\ ° . \ ° DOUBLE SILL PLATE PECONIC RESIDENCE T.O. GARAGE FLR. EL. 22.0 / EL. 22.0 is 18 19 T.O. PLATE EL. 22_00 2� / CRAWL SITUATED AT T.O. PLATE EL. 20.75_ _ , DUCT CHASE DUCT CHASE - - " (3) PLY 1 3/4" X 14" LVL BEAM ° • • • ,. SPACE 15 6 I / 2" RMAX POLYISO INSULATION 625 WELLS ROAD PECONIC, NY 11958 22'-11" 1 HR. FIRE WALL ASSEMBLY: MUD ROOM I I 14 I 5'-6" TYPICAL EXTERIOR WALL ASSEMBLY (R-41): \ \ \ \ \ \ \ \ 2X6 STUDS 0 16" O.C. 13 105 13 I I 3" XPS RIGID INSULATION TOWN OF SOUTHOLD ROXUL 5 1/2" MIN. WOOL ',? I I ,o (I R I i R �_ HARDIE CEMENT SIDING (CLAPBOARD OR . , ' 8" CONC. FOUNDATION WALL SUFFOLK COUNTY NY. 1 HR. FIRE RI=SISTANT CEILING: 1 LAYER 5/8" TYPE 'X' EACH SI E / I I / \ V' SHINGLES SEE ELEVATIONS) / / / \/\/\ FILL ° 23/32 T&G SHEAT. (EXPOSURE 1) R a D I( 8 R I I R o I I o o = N 3/8" FANFOLD STRAPS 0 24" O.C. \\/\\/ \\ \\ \\ \� 2" RAT SLAB SCTM: DISTRICT 1000,SECTION 75, I / I _ / \ o o o TYVEK STUCCO WRAP / / / / / / / / W/ 8d NAILS of / \ oo / \ b ' on I I ' of Z I I ^ `` _i 6 5/8" PUR SIP (SEAMS TAPED BOTH SIDES /\/\ / / / BLOCK 6, LOT 3.3 14" TJI 360 h� 16" O.C. 3 / \ / \ a I( 5 00 I I � 3p (R-41) / // \/\/\/\/\/\/\/\ ROXUL 5 1/2" MINR. WOOL BATT oo + \ / 1/2" G.W.B. APPLIED TO SIP PANEL INTERIOR \ \ ° \ \ \ \ \ \ \ \ (2) LAYERS 2" XPS RIGID GAL. STEEL H4T FURRING CHAN. \ 2 CLOSETI 103A 20 RISERSO 6 5/6" 3 s ~ LIVING ROOM 109 I I ° INSULATION ® 16" O.C. GARAGE 106 BA 103E I I 19 TREADS®11 / I I PORCH / / / d° THE GENERAL CONTRACTOR OR OWNER/CLIENT 1 LAYER 5/8" TYPE 'C' G.W.B. o EL 12.00 EL. 12.00 I I T.O. FIRST FLR. EL. 12.00 \\/\\/ \\ \\ \\ \\ \\ \\ \\ \\ • 2" XPS RIGID INSULATION CAN VIEW OR LOOK UP ANY NEW YORK STATE _ T.O. FOUND. WALL EL. 10.75 /\/\ ° // // // // // // // / BUILDING CODE REFERENCES OR SECTION Y: 11 7 8" TJI 360 0 16" O.C. <> / / / / / / / / T.O. GARAGE SLAB EL. 10.10 \//\\//\ •' \\//\\//\\//\\// 2 PLY 1 3/4" X - / NUMBERS EITHER MENTIONED ON THESE PLANS �/ / / / / j1\/1\ j\\/\\1'\j (3) PLY 1 3/4" X 14" VL BEAM ( ) \/\/ • \\ \\ \\ \\ \\ \\ \\ \\ °. OR NOT,CAN GO TO THE FOLLOWING WEB STIE: TTT , / / / , , / / / / / / / / R N = R 11 7/8" LVL BEAM R ROUND EL. 9.00 \/�\/%\/\\/\/\\/\\/\\/ •. \ \ _ \\j\\j\\j\\��\j\\j\\j\\j O 8" CONC. WALL I N \ \ \\ \ y /\/\/\/\/\ HT-rP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM /, 3" XPS INSUL. EXTERIOR. • R CRAWL SPACE 2" 2L6. EPS INSUL.`�� \ // : \\/ \\\/\\�\\�\\\\�\\�\\�\\�\\�\\\ \\�\�\\�\\�\\�\\�\\�\\�\\ \ \/ •• \\//\\//\\//\y/\\//\\//\\//\\// 2" RAT SLAB OVER (2) N \\j\\j\y�;� / \// /\\//\\//\\�j\� ° OF FOUNDATION WALL. S` \\\\\�\\�\\ �// y//\ ////\'r///////////////�//\///�//�//\///�//�//�//\� \ V \\\�\\�\\�\\/\\�\\�\\�\\ 2" POLYISO INTERIOR LAYERS 2" XPS INSULATION :'. EL. 7.00 /\//\//\// I \/\\//\\/\/\/�\� -T,O. SLAB EL. 7.00 ° • EDUCATION LAW ARTICLE 145 FINISH TO 6" BELOW / ° • PROFESSIONAL ENGINEERING&LAND \ SURVEYING,SECTION 7209;IT IS A VIOLATION OF // /////////////// ••//// ////////i /////////// /////// ////\ /////////////////////////////// /�/////// ///// //�` THIS LAW FOR ANY PERSON, \\\\\\\\\\\ \\\\\\\\\\\\\\\ \\\\\\\\\\\\ \\ \\\ \ \\\\\\/\\> P SON,UNLESS HE IS 1//\ �1� �/L�\/1�\/!\1/\�l/\�l/\�L!\\�L��l\�/�\/�\/\L\1/\\ \ � � \\/!\� a \ � \ ai/LG�G\ �\ � \ G�% \ \. \1\s� \// ACTING UNDER THE DIRECTION OF A LICENSED B.O. FT. EL._4.O \%�\%\ - - - - _ - - - - R \\%\\%\\ - B.O. FT. EL. 4.00 ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. 5 MUDROOM SLAB FOUNDATION DETAIL SCALE: 1/2"=1'-0" BUILDING SECTIONS & 2 SECTION B- B DET. 5 TYPICAL WALL SECTIONS SCALE: 3/16"=1'-O" SE SIGNATURE DATE:05-05-2024 PROJECT#11631 DRAWN BY: DR CHECKED BY: SR .SCALE:AS INDICATED i SHEET A 5 . 0 PAGE: 11 OF 18 REV. DESCRIPTION DATE INmAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 CAP PLATE: PBS-405 CONVENTIONAL FLOOR DECK: PBS-304E—H SPF #2 OR CONVENTIONAL FLOOR DECK: SIP FLOOR DECK: PBS-802 BETTER TOP PBS-304E—H SIP ROOF: PBS-500 PLATE SIP FLOOR DECK: PBS-802 SIP ROOF: PBS-500 10d BOX (0.128) NAILS 12" O.C., NAILS PER U.N.O. PBS-100S 3/8"0 SEALANT PER U.N.O. FULL WIDTH SPF#2 PBS-103 OR BETTER CAP -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 � PLATE USED FOR _ — — — — — —— — — — — — — —RIDGE BEAM BEYOND I I INCREASED CAPACITY — — — — — — — — — — — — — — — — — — — — — — — — — — — ROOF ASSEMBLY (R-54): I PBS-103 SEALANT PER _ II II OR ARCHITECTURAL ASPH. SHINGLES/ 26 GA. I METAL ROOF i i FULL WIDTH NO OVERSIGHT,ERROR,OR OMISSION ON THE KEENE VIPER CDR VENT MATT NON—STRUCTURAL PART OF THE ENGINEER/ARCHITECT,OR HIS/HER VAPOR BARRIER SPACER BOARD FOR REPRESENTATIVE SHALL ERECTING,CONSTRUCTION,ALTERATION, 6 1/2" SIPS PANEL SEAMS TAPED BOTH ZE THE WALL HEIGHT SEE PBS-400 FOR i SIDES (R-24 ELECTRICAL ADJUSTMENT ONLY. SIP WALL FASTENING REMOVAL,USE,OR OCCUPANCY OF A BUILDING CHASE SEE TO TOP PLATE OR STRUCTURE THAT DOES NOT CONFORM TO 2X10 ROOF JOISTS PBS-106 OR (2) 2X10;I© 48" O.C. R-30 BATT ROXUL BATT INSULATION PBS-107 THE PROVISIONS OF THE BUILDING CODE AND II I THE BUILDING ZONE ORDINANCE. ANY DEVIATION FROM ANY STRUCTURAL r 3/8"0 SEALANT PER MEMBERS AS INDICATED ON THESE PLANS SUCH I A PBS 103 � S HORS_TRIMMERS,1-BEAMS. ATTIC.12os ; _ _ T.O.—ATTIC FLR. EL. 33.00 i PARA LLAMS,MICROLAMS,TRUSSES,FLR.JSTS., CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, T.O. PLATE EL. 32.0 NAILS PER TOP PLATE STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, CLOSED CELL ® TYPICAL EXTERIOR WALL ASSEMBLY (R-41) PBS-100S 4 LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE u.N.o. N.T.S. ARCHITECT PRIOR TO THE COMMENCEMENT OF JOIST ENDS (TYP.) HARDIE CEMENT SIDING (CLAPBOARD OR ANY PHYSICAL WORK. SHINGLES SEE ELEVATIONS) CONTRACTOR SHALL CHECK AND VERIFY ALL 3/8" FANFOLD STRAPS ® 24" O.C. CONDITIONS AT THE CONSTRUCTION SITE TYVEK STUCCO WRAP SBETTER PF #2 OR BEFORE BEGINNING ANY PHYSICAL WORK.HE 0 1'-9" 6 5/8" PUR SIP (SEAMS TAPED BOTH SIDES BOTTOM PLATE SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO (R-41) CONVENTIONAL FLOOR DECK: THESE PLANS,SPECIFICATIONS AND ALL OTHER 1/2" G.W.B. APPLIED TO SIP PANEL INTERIOR PBS-303 INFORMATION INCLUDING GOVERNING CODES, SIP FLOOR DECK: PBS-802 LAWS,ORDINANCE,ZONING AND REGULATION ® CLOSET 202A CLOSET 200A ® CLOSET 204A FOUNDATION:O PBS-300 OR FIALL 200 zo ALL 20 T.O. SECOND FLR. EL. 23.OQ __ SEE PBS ENIN FOR THE CONTRACTOR SHALL VERIFY ALL T.O. PLATE EL 22.0 19 - - I— — - SIP FASTENING TO CHASE — — ASSEMBLY EXISTING CONDITIONS&DIMENSIONS BEFORE SIP WALL PLATE DETAIL STARTING CONSTRUCTION&SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR 16 — — 14 3 N.T.S. DISCREPANCIES BEFORE PROCEEDING WITH THE SPF #2 OR WORK.IF ANY QUESTIONS ARISE BEFORE OR 13 tOd OR 0.131 2X DURING CONSTRUCTION AS TO THE INTENT OR 12 NAILS 12" O.C., Ti�TPLATE 11 DETAILS OF THE DRAWINGS,THE CONTRACTOR SHALL CALL THE DESIGNER FOR CLARIFICATION o s 10 U.N.O. PER AND/OR INSTRUCTIONS.IF THE CONTRACTOR b 6 e PBS-103 6 _I e ______ _--_ ---- __ -- ___- FAILS TO FOLLOW THE ABOVE PROCEDURE HE SHALL ASSUME THE RESPONSIBILITY FOR THE :< 01, 4BEARING REQUIRED CONSEQUENCES OF HIS ACTIONS AND/OR 3 SCREENED BELOW ENTIRE WIDTH I I SUB-FLOOR 2" XPS INSUL. AT EXTERIOR OF 2 PORCH 100C OF SIP AND 2X OVER FLOOR DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE WC• CLOSET 101 1 MECHANICAL 104E KITCHEN 107BOTTOM PLATE. JOISTS VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY _ ONTRACTOR. FOUNDATION WALL. STUCCO FINISH OSET 1 A EL 12.0o EL. 11.70 T.O.T0FIRST FLR. EL. 12.00 TO 6" BELOW GRADE h 1 — uIr _ T.O. FOUND. WALL EL. 10.75 SEE PBS-304 THESE PLANS DO NOT RELIEVE TH 2" POLYISO INTERIOR INSUL 11 7/8" TJI 360 ® 16" O.C. OPTIONS FOR SIP E z SPRAY FOAM AT JOISTS ENDS — ASSEMBLY CONTRACTOR OR THEIR SUB-CONTRACTOR OF CONC. WALL W/ ROXUL BATT INSUL. R-30 & N " I I \ T.O. PIER EL. 10.00 RESPONSIBILITY FOR FULL COMPLIANCE WITH WATERPROOF MEMBRANE STAPLED FANFOLD R-1 N \\ — \\,\\\\\\\\\ 2" XPS EXTERIOR I I THE CONTRACT REQUIREMENTS:FOR THE CRAWL SPACE 2" RAT SLAB OVER (2) — \ _ EXIST. AVERAGE CORRECTNESS OF DIMENSIONS;CLEARANCES � — &N. OTTOM PLATE AND MATERIAL QUANTITIES;FOR PROPER DESIGN " \ \ \ �' \ \ ROUND EL. 7.5 &DETAIL;FOR FABRICATION AND CONSTRUCTION T.S. TECHNIQUES;FOR PROPER COORDINATION WITH ////1✓t/li�Li�L�lt/1l/L�//�//1✓�lili lr\/11\/1�//�//�// i�1�sL/1\ \//�//v//\t/li�Li/�1\i ll�//1\/ //\//\t\//\Ali\�1i\�11\lt\\/Lv\/L\//\ \ i�li\�li\ \ �/!�\//�\//\�//\ �\/\ UIi\\\ \\�/\�\��\\�\\\\��\\\\\\.' �� \\/\\/\\/\\//\\//\\/%\�\\�/\// OTHER TRADES AND FOR PROVIDING ALL DEVICES REQUIRED FOR SAFE AND .• ////////�/ / SATISFACTORY CONSTRUCTION&OPERATIONS. - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - . . ... ,\\.\\.\\.\\.\\� _ B.O. FT. EL. 4.00�, A: CONVENTIONAL FLOOR SYSTEM CONVENTIONAL FLOOR SYSTEM SEE PBS-303 SUB FLOOR SECTION C- C ��- -1 OVER FLOOR PRELIMINARY JOISTS SUB—FLOOR , SCALE: 3/16"=1'-0" I JJOSTSFLooR BID/ PERMIT DRAWINGS C° —— — oA J O Cq<< BEFOR�-k PROPERTY DIAL 811 INFORMATION THE STATE OF NEW SCTM YORK REQUIRES •e NOTIFICATION BY SIMPSON A35 OR LTP4 SIMPSON A35 DISTR.:1000 EXCAVATORS, ' REQUIRED PER OR LTP4 SECTION:75 DESIGNERS OR ANY ENGINEER REQUIRED PER BLOCK:6 PERSON PREPARING TO ENGINEER DISTURB THE EARTH'S -- ----, / ---- ---- LOT:3.3 SURFACE ANYWHERE IN " ZONE:R-80 THE STATE. BOTTOM PLATE FLR. BOTTOM PLATE FLR. OWNER: JOISTS TO CONCRETE JOISTS TO WALL STEPHEN&DANIELLA RAVN DEC. CUPID T.O. GARG. RIDGE EL. 38.25 6 N.T.S. 7 N.T.S. 16 SAGAMORE ROAD EAST NORWICH, NY 1732 T 631-885-1641 r, 1 L ' '-r- dravn aelandsurve in com 12 .,.d5 lit. " 1 1Y. B. ARCHITECT: I i i a LGARAGE -ROOF IFf COLLAR TIES ® 48" O.C. " ; _j OPTION A: OPTION _TIr_=,.--f; - - - - PER New Habitat Architecture & ROOF ASSEMBLY (R 54): SIP SCREWS abi at s ,_ _ �r1 p t yri. PBS-100D ARCHITECTURAL ASPH. SHINGLES/ 26 GA. - - Design, p.c. T.O. PLATE EL. 31.0 -- y 2x6 CEIL. JOISTS 0 16" O.C. T'- I' METAL ROOF `J—2 17—10 18 1171 Old Country Road suite 6 �..- _ ... _ _ _ j? j s i � KEENE VIPER CDR VENT MATT - :_ ::. � '� L_- '_� VAPOR BARRIER ` a 18: • I�. SIP SCREWS PER SIP SCREWS PER Plainview,NY 11803 R_ '�_ r;-r.. 6 1 2" SIPS PANEL SEAMS TAPED BOTH TYPICAL EXTERIOR WALL ASSEMBLY R-41 h(I "r` _= �t! " ,�. / ENGINEER ENGINEER tel:631 -393-2871 k I=sl ..� SIDES (R-24) fax:516-822-2743 HARDIE CEMENT SIDING (CLAPBOARD OR '` "� " II "`' -- i -�-Y -' 2X10 ROOF JOISTS newhabitatarch@gmail.com SHINGLES SEE ELEVATIONS) o R-30 BATT ROXUL BATT INSULATION 3/8" FANFOLD STRAPS ® 24" O.C. r z TYVEK STUCCO WRAP o i_ 6 5/8" PUR SIP (SEAMS TAPED BOTH SIDES ?^ oo ~ SEALANT PER PECONIC RESIDENCE (R-41) _ _ _ PBS-104 & NAILING 1/2" G.W.B. APPLIED TO SIP PANEL INTERIOR �: HALL 2056 TJIs 2ND. FLOOR EL. 23.0 12 SITUATED AT 12— s T.O. LOFT FLR. EL. 22.0 PER PBS-100D U.N.O. T.O. PLATE EL. 21.0 - { EL22.0 �— �— �— — — _ 625 WELLS ROAD PECONIC, NY 11958 — _ — 3 1/2" X 11 7/8" ML_BEAM— — — — — — T.O. PLATE EL. 21.0 r � LEDGER PER JOIST HANGER TOWN OF SOUTHOLD 3'-4" ENGINEER LEDGER PER 3 Z� CANTIL. I _7 SUFFOLK COUNTY NY. ENGINEER " SIP TAPE PER AWNINGRROOF ASSEMBLY: I I \ PBS-105 SCTM: DISTRICT 1000, SECTION 75, 3/8" OSB SHEATHING 1 TO GARAGE BLOCK 6, LOT 3.3 2X6 R.J. AND 2X4 C.J. I I \ BEADED BOARD SOFFIT CLOSET o CLOSET o (2) 2X8 BEAM ATTACHED TO SIPS —co Q SIPS LEDGER DETAILS W/ SIMPSON HHUS28-2 1 OOA 1OOB U N.T.S. THE GENERAL CONTRACTOR OR OWNER/CLIENT MUDROOM 10 CAN VIEW OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION `r EL 12.00 T.O. FIRST FLR. EL. 12.0 NUMBERS EITHER MENTIONED ON THESE PLANS PROP. GROUND — — OR NOT,CAN GO TO THE FOLLOWING WEB STIE: EL. 10.04—0 \\j\\j\\j\\j\\j\\j\\\\ \\\ \\\\\(2) LAYERS 2" \\\\\\\\\\ 5-6 y/�/ / HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM / // \ \ \ \ \ \ \ \ \ \ \/\/ XPS INSUL. EDUCATION LAW ARTICLE 145 X\\/\\/ �j\y\\j�y\y�y\%\\/\\/v\\/�\ \/ PROFESSIONAL ENGINEERING i/\i/\i \ \\i\\r\\i\\r\\i\FI LL�i/\\i/\\i,\\i,\\i/\\i/\\i/\\i/\i/\\i/\\/=� \\i o E &LAND \/j\//\//\//\//\/00//1)/\//\%/%/\//\//\//\/\//\//\//\// j�//�/_I // : I SURVEYING,SECTION NGI;IT IS A VIOLATION OF \\/\\\/\\\/\\\/\`' \/\ • \\%/\/3/XPS\INSUL.%\\%�\%\\%�\%�\% %�\%\\%�\�/\%\���3"\XPS INSUL. \% EXIST. GROUND EL. 7.0 \ //\//\//\//\//\"\//\//\//\�\//\/ THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED \//�/�/\\�////// ���\\.t\\/�\��/ice//�/��\\�i\\/�\\/�\/i\\/ice/�����\\.L\\/�\\��\�/ \/ '. \\\\\�\\\\\\ '•�//%/\\//\\//\\//\\//\\//\\//\\//\\//\\ ENGINEER OR LAND SURVEYOR,TO ALTER AN B.O. FT. EL. 4. ITEM IN ANY WAY. BUILDING SECTIONS/ 2 SECTION D— D PLUMBING RISER SCALE: 3 16"=1'-0" SE "8 61GAIATURE DATE:05-05-2024 PROJECT#11631 ti",' r; C .1".•_, .\,,\ DRAWN BY:DR CHECKED BY: $R SCALE:AS INDICATED -SHEET A5 . 1 PAGE:12 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. 05 14 24 Ot COMMENTS T.O.S. ON 07/09/24 07 30 24 C A6 1/8" STEEL PLATE (BOTH T SIDES) BOLTED THROUGH 4A WITH 5/8" BOLTS D A6 ` 40'-0" 10f_0n 12'-10" I 27'_2" 10'-0" 1 3/4"X11 7/8" M.L. (OR I �» NO OVERSIGHT,ERROR,OR OMISSION ON THE 1 3/4"X14". SEE PLANS) 112" I PART OF THE ENGINEER/ARCHITECT,OR HIS/HER » I REPRESENTATIVE SHALL LEGALIZE THE I I I ERECTING,CONSTRUCTION,ALTERATION, 7" REMOVAL,USE,OR OCCUPANCY OF A BUILDING OR STRUCTURE THAT DOES NOT CONFORM TO T.P. 4.00 FlN. GRADE EL 7.50 I ' I I I I I oo I THE PROVISIONS OF THE BUILDING CODE AND o (3_2X12 ACID BEAM B.F. 4.00 -q p- p- -� y - . - �Q� I I I I I THE BUILDING ZONE ORDINANCE. LJ FT ANY DEVIATION FROM ANY STRUCTURAL T.W. 10.00 9' O" 9'-0" 9'-0" 9'-0" 1/4" STEEL PLATE BOLTED I I MEMBERS AS INDICATED ON THESE PLANS SUCH B.W. 4. o ¢ I THROUGH LAMINATED WD. oo I I FLITCH PLATE BEAM AS HORS_TRIMMERS,1-BEAMS. PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., _ I CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, GRADE EL 7.00 °a� a' m STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, I a WOOD COLUM AS PER c¢i o �t ® I . PLANS w z p I o I I 5" LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE 3' lO" z o o FILL ¢ b I I I ARCHITECT PRIOR TO THE COMMENCEMENT OF 2 I i ANY PHYSICAL WORK. 1 W N i FLITCH PLATE BEAM DETAIL FLITCH PLATE BEAM CONTRACTOR SHALL CHECK AND VERIFY ALL 4'-0" 5-3" " op R I I T.P. 0.00 N.T.S. CONDITIONS AT THE CONSTRUCTION SITE i OPENING ;� I B.F. .00 SPLICE DETAIL BEFORE BEGINNING ANY PHYSICAL WORK.HE N.T.S. SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO (3)ACQ 2x8 PORCH B A THESE PLANS,SPECIFICATIONS AND ALL OTHER I • • I •°O •. °• •• y - - - - INFORMATION INCLUDING GOVERNING CODES, (T[[� IN LAWS,ORDINANCE,ZONING AND REGULATION Q B.W. 4.75 TOP OF DOUBLE SILL B.W. 4.75 B.F. 4.00 o °� CRAWL SPACE I PLATE 0 EL. 11.00 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS&DIMENSIONS BEFORE " ACCESS STARTING CONSTRUCTION&SHALL NOTIFY 2- FIN. GRADE EL 7.50 I Ism 2X8 ACQ @16" C. i THE ENGINEER OF NY AMBIGUITIES O Of DISCREPANCIES BEFORETH THE f N F WORK.IF ANY QUESTIONS ARISE BEFORE OR 24-0 9-O oILA 3 " I I = DURING CONSTRUCTION AS TO THE INTENT OR ^ Jo 01 o M DETAILS OF THE DRAWINGS,THE CONTRACTOR cfl " " r I " " m co I I cn SHALL CALL THE AND/OR INSTRUCTIONS. THOE CONTRACTOR B.F. 4.00 FIN. GRADE EL 7.50 T W. 10 7 11 7/8 TJI 360 @ 16 O.C._ 11 7/8 TJI 360 @ 16 O.C. 2- " �_p" d FAILS TO FOLLOW THE ABOVE PROCEDURE HE 7B.W: 435 FLUSH WITH BEAM x o m w SHALL ASSUME THE RESPONSIBILITY FOR THE • ° .. I =_ ° '• CONSEQUENCES OF HIS ACTIONS AND/OR 0 n cV • f n M a f " CY � � 19-7 ¢ I ¢ ( o VERIFIEDECISIOD N FIELD PRIOR TO CONSTRUCTION BY NS.ALL DIMENSIONS ARE+/-&MUST BE 00 W B.W. 4.75 " 19-1 - H a, N z p I' I co N LEJ N I I CONTRACTOR. "' T.W. 12.0 4'-0" B.W. 4.75 T.P. 10.75 T.P. 10.7 ° » r) THESE PLANS DO NOT RELIEVE THE _ B.P. 6.50 B.P. 6.50 2- _ 11 CONTRACTOR OR THEIR SUB-CONTRACTOR OF zESPONSIBILITY FOR FULL COMPLIANCE WITH B.F.B.F. 5.50 I B.F.B.F. 5.50 THE CONTRACT REQUIREMENTS:FOR THE CORRECTNESS OF DIMENSIONS;CLEARANCES cv B.F. 4'00 9'-5" 9'-9 19-J '-10" 3'-8" I AND MATERIAL QUANTITIES;FOR PROPER DESIGN '- &DETAIL;FOR FABRICATION AND CONSTRUCTION TECHNIQUES;FOR PROPER COORDINATION WITH 2 " 11 7 8" TJI 360 @ 16" O.C. OTHER TRADES AND FOR PROVIDING ALL = 42'-8" I I I o DEVICES REQUIRED FOR SAFE AND 0 ° n ' FLUSH WITH BEAM \¢ W I I FILL / �„ a m CRAWL SPACE I 1 7/8" I 5'_5�' I SATISFACTORY CONSTRUCTION&OPERATIONS. SLAB ABOVE ^ W T.W. 12.00 '� a o I 110 = 210 @ 16 = I " CD FILL T.S. 12.00 m Z a' � Iy T.S. EL. 7 00 ^ O.C. o 0 B.W. 4.75 CD I I I PRELIMINARY SLAB ABOVE o X I a C.H. 4-0 `D `D PROVIDE ADDITIONAL cn X 11 7/8" TJI 360 @ 16" O.C. X 2 a ^ I = _ ro STRUCTURAL SUPPORT I X x t'� I � BID/ PERMIT N A T.S. 10.00 ^ a M T.W. 10. I I DRAWINGS P"iFOR HEAT PUMP ABOVE "' �� a I B.W. 4.75 ^ A oA.c you A6 N 9'-5" 9'-9" �, �`' a I A5 q<< BEFOR(c N N 0 T.P. 10.75 00 PROPERTY DIAL 811 ° INFORMATION 3 / THE STATE OF NEW B.P. 6.50 2" X 11 8" ML. BE N • YORK REQUIRES ^� B.F. 5.50 � � � T.P. 1 .00 I - - - - D SCTM c�^ NOTIFICATION BY DISTR.:1000 _ B.F. 4 SECTION:75 DESIGNERS V OR ANY ° ro " ® 14'-5" 4'-9" 19'-7" 2 " I I BLOCK:6 PERSON PREPARING TO 3-9 �Q 9-5 B " oo I^m DISTURB THE EARTH'S I = CV = LOT:3.3 SURFACE ANYWHERE IN Tn 11 7/8" TJI 210 @ 16" O.C. o °O " �� ZONE:R-80 THE STATE. A5 ^�11 7/8 TJI 21013 E2 11 7/8 TJI 360 0 16 O.C. _ T.W. 12.00 = = @ 16" O.C. _ ,� I W = �Vl OWNER: O ... IAj� • N J a o STEPHEN&DANIELLA RAVN o �_ x I� `D I I z `^ 16 SAGAMORE ROAD EAST NORWICH, NY L3 1/2_X 11 7/8" ML. BEAM _ M Q I I o 11732 w T.W. 9.50 = T.W. 9.50 ° B.F. 41' - M ' m o � 631-885-1641 Eo 19-1 ¢ - " I = o dravn aelandsurve in com B.W. 4.75 B.W. 4.75 ^ W 2x8 ACQ @16 .C. '� @ y g 10.15 k GARZ= GARAGE DOORB.W.-�.�5 T.W. 1 .75 N I N a I o ARCHITECT: Z TOP OF DOUBLE SILL I New Habitat Architecture � » » f » � B. . .75 Lj� PLATE 0 EL. 11.00 T.W. 10.75 ,. Q $� 1-9 9-6 1 -6 9-6 1-9 9-0 oo FlN. GRADE EL 10.00 I 11 7/8" TJI 360 @ 16" O.C. IIj ,N . . 3 ACQ 2x8 P CH=B A I _ _ _ _ _ Design, p.c. FLUSH W w 2x8 ACQ_I EDGER ROUSA RIfA •FIST o 1171 Old Country Road suite 6 FlN. GRADE EL 0.20 "' " 2- " TOP OF DOUBLE SILL I� _ "• 20-0 I, Plainview,NY 11803 I = : �2- 0 o fax 631 16 822-2743 PLATE @ EL. 11.00 T.W. 10.75 I `D `i 27'-9" I �, • = 01 T.W. 10.0 newhabitatarch@gmail.com B.F. 4.00 "' N ° I CV I0 I PECONIC RESIDENCE FlN. GRADE EL 10.00 19'-4" I " 30,-0" SITUATED AT i A6 I I FIN. GRADE EL 11.00 I N 625 WELLS ROAD PECON IC, NY 11958 TOWN OF SOUTHOLD � A6 I o 1-4 I I SUFFOLK COUNTY NY. 25-0 9'-0" 20'-0" f » 20'-0" 10'-0" SCTM: DISTRICT 1000, SECTION 75, BLOCK 6, LOT 3.3 - - - I - - - - - - - B.F. 6.1047 - THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE 83'-0" BUILDING CODE REFERENCES OR SECTION 15 NUMBERS EITHER MENTIONED ON THESE PLANS 3-O OR NOT,CAN GO TO THE FOLLOWING WEB STIE: 2 3 4 FIN. GRADE EL. 10.50 5 6 HTTP:/IPUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. FIRST FLOOR FRAMING PLAN &FIRST FLOOR FRAMING PLAN ;'SEAL'&SIGNATURE DATE:05-05-2024 ' PROJECT#11631 ALE: 3/16"=1'-0" DRAWN BY:DR CHECKED BY: SR SCALE:AS INDICATED _ - SHEET z t. A6 . 0 PAGE:13 OF 18 REV. DESCRIPTION DATE - INMAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C A6 p )A6 �- 40'-0" SIP PANEL 1ST I / 10,-0" FLOOR TOP D OOM LATE / SIP PANEL 2ND FLOOR ATMUAT BEDROOM 203 TOP NO OVERSIGHT,ERROR,OR OMISSION ON THE 37'-3" EL.22.00 / PLATE EL.22.00 PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE 7'-7" 9'-g" g'_g" I 9'-8» 6" \\ Rr,� ,O\�( /Tv/ ERECTING,CONSTRUCTION,ALTERATION, 'O/\ REMOVAL,USE,OR OCCUPANCY OF A BUILDING\ � S� Q / BOO -- - - - - --- -- -- --- - - - - - -- --- FlN. GRADE EL 7.50 S, \ �� / R OR STRUCTURE THAT DOES NOT CONFORM TO `/O/ THE PROVISIONS OF THE BUILDING CODE AND \ (3) 2X12 ACQ" BEAM I STS THE BUILDING ZONE ORDINANCE. EL 7.00 6X6 WD. (SPLICES OVER POSTS ONLY) / 6X6 WD. S/p C,2 \ I / ��' ANY DEVIATION FROM ANY STRUCTURAL POST (TYp.� I // o POST (TYP.) A9N ?QO \\ P� MEMBERS AS INDICATED ON THESE PLANS SUCH UP \r'2 F� Q AS HORS_TRIMMERS,1-BEAMS. 1 I Q ��\8 I ,L/�/ W o to ���,� QP PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., (7) 7" RISERS 2 I ¢ A PORCH o o m a � ��Q CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, » 3 �i I I X \\ 1 OOC `� in %/ C, IC) `t STRUCTURALT✓/ LEDGER BRDS.,ETC,SHALL BELRE OROTDEDOTO THE (5) 11 TREADS 4 I \ EL it 70 ® ® / ¢ p Ion I <O ARCHITECT PRIOR TO THE COMMENCEMENT OF r�i \ C.H. 10"-0" ? c / I N N Im OQ PROVIDE TOP FLANGE ANY PHYSICAL WORK. 2 s I �- x Ld HANGER FOR HEADER a. t1.00 e \ I �� i 'STS I \ N N CONTRACTOR SHALL CHECK AND VERIFY ALL Y I CONDITIONS AT THE CONSTRUCTION SITE I I vv BEFORE BEGINNING ANY PHYSICAL WORK.HE 4'_$" 1" EL tt 70 I 5'-1" 13'-9" I SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO Elm (2) LVL 1 3/4" X 7 1/4" BEAM I THESE PLANS,SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING CODES, " -I- LAWS,ORDINANCE,ZONING AND REGULATION TOP OF SILL PLATE EL 22.00 TOP OF SILL PLATE EL 22.00 `� I U I I o BEAM SU PORTED BY o N I w w 1I�P�� THE CONTRACTOR SHALL VERIFY ALL NOTCH A SIPS EXISTING CONDITIONS&DIMENSIONS BEFORE AN. GRADE EL 7.50 N PORCH I _ 2ND FLOOR CORNER DETAIL Q� STARTING CONSTRUCTION&SHALL NOTIFY FIN. GRADE EL 7.00 I UP w I DINING ROOM W 100B I AT MUDROOM I`L THE ENGINEER OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH THE ' 1 „ " I m 1 OH EL 11.70 I N.T.S. 1 WORK.IF ANY QUESTIONS ARISE BEFORE OR 9-0 Q 11 7/8 TAN 360 @ 16 O.C. KITCHEN EL 12 0o J C.H. to-o I I Du " s a 1 O7 0 » RING CONSTRUCTION AS TO THE INTENT OR o C.H. 10'-0 ' " » EL 12. 0 " 3 0 o - o o I o M DETAILS OF THE DRAWINGS,THE CONTRACTOR SHALL CALL THE DESIGNER FOR CLARIFICATION -11 3-1 2-5 3-1 2-5 3-1 5-0 ZO s N C.H. 104 0 N ,� I I a' AND/OR INSTRUCTIONS.IF THE CONTRACTOR o FAILS TO FOLLOW THE ABOVE PROCEDURE HE 0 � � O 1 " c 1 x` 0 11 7/8" TJI 360 ® 16" O.C. 9-6 I ¢ SHALL ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND/OR TOP OF SILL PLATE EL. 20.75 EL 10.70 r- _ 2X8 C.J. @16" C.C. I DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE C14z 100D NOTCH AT SIPS FOR 19-6 w W ' DECK ABOVE 1= z VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY f " ``' c0 �i EL 11.50 BEAM SUPPORT ;H'z "' CONTRACTOR. o LEJ w L0 C.H. 9'-0" 9'-9" 9'-10" .��, = f » I to 22-11 4'- " 3'-1" -7 SIMPSON -- 19_8 in 1/8" STEEL PLATE (BOTH to SIDES) BOLTED THROUGH THESE PLANS DO NOT RELIEVE THE a HANGER 4X6 POS 1O7A 6X6 POS _ N la WITH 5/8" BOLTS CONTRACTOR OR THEIR SUB-CONTRACTOR OF IJSj CLOSET � - - C RESPONSIBILITY FOR FULL COMPLIANCE WITH 3 1 2" X 11 7/8" ML. AM (FLUSH �n THE CONTRACT REQUIREMENTS:FOR THE 0 1056 17'-11" . 3'-9" I 16X6 WD. 1 3/4"X11 7/8" M.L. (OR 1 1ff 1 CORRECTNESS OF DIMENSIONS;CLEARANCES C14p 1200 _ ¢ N POST (TYP.) 1 3/4"X14". SEE PLANS) I 112" I AND MATERIAL QUANTITIES;FOR PROPER DESIGN W ¢ N MECH. m LIVING ROOM 2 PE G' I I &DETAIL;FOR FABRICATION AND CONSTRUCTION _ _ I TECHNIQUES;FOR PROPER COORDINATION WITH m= UDR OM = 105C v� I m s 0 C. GARAGE _ 171 = I EL 12,00 F_ 109 ih I I �� I OTHER TRADES AND FOR PROVIDING ALL m $ $ I-- - I moo, 105 C.H. 9'-0" I I o N EL 12.00 w I w 1 I I I I I ( I 60 I DEVICES REQUIRED FOR SAFE AND 106 - � EL 12. 0 w u' _�- m ¢ o N is C.H. 9' 0" m I ¢ m . C.H. 10'-0" = 5 SATISFACTORY CONSTRUCTION&OPERATIONS. EL. 10.10 S -_ 11 7/8 TJI 360 @ 1 O.C. �.� W Q I M r; o C.H. 11'-0" "' z __ 14 :` FLUSH W BEAM I ,z, x o 'O CD N o 0 0 V) I o J- 0 0 LOSE;- \ N J s o �� ^ Cl- o "' `-P Q- f_00I `� THROUGHELAMLNATEDATE OWD.D I op �- FLITCH PLATE BEAM PRELIMINARY Of I A � 3 BATHROOM e 4 ^ W w ^ Cl- Z a a I2oo „ Z 103E CLOSET x I I v� Z 1t 7/s" BID/ PERMIT TJI 360 @ 16" o.c. x =I I I DRAWINGS w WOOD COLUM AS PER o 3 -- 10 X4 .w EL 12.00 103A F I e N _ I4-PLANS A6 c0 •- m C.H. 9'-0" 5 M I I DEC I �A \ 5" AOJ z - - OST � E. 1200 4 3 2 1 "� (PE GOL AB AS A<4 BEFORE `14" TJI 360 @ 16" O.C. I N C.H. 9`-0' "' P m __ , N 6x6 POST „ FLITCH PLATE BEAM DETAIL FLITCH PLATE BEAM PROPERTY DIAL811 X __ e I _ _ 3 1 2 X 11 7 ML. BEA LUSH) 6x6 POS - 1 X6 WD. POT (TYP.) N.T.S. SPLICE DETAIL INFORMATION N S �' ¢ AY-s„ 4X6 P ST » f N - - THE STATE OF NEW 4 9-10 19-8 14-0 I N Q p N.T.S. SCTM YORK REQUIRES EL 12.00 ¢ 11 7/8" TJI N I ¢ NOTIFICATION BY Ln _ DISTR.:1000 EXCAVATORS, 2 m 210 @ 16 0. o „ I SECTION:75 DESIGNERS OR ANY BLOCK:6 PERSON PREPARING TO o U 1 , " " I ¢ PARLOR N o 2X8 C.J. @i6 0 C. I^ DISTURB THE EARTH'S rB 2 $ F J 0O 11 7/8 TJI 210 @ 16 O.C. ;�, DECK ABOVE I ,a,^� LOT:3.3 SURFACE ANYWHERE IN FLUSH W BEAM CLOSET m 102 N I A5 0 s o.c. 1101A I OYER w --�- 9.35 B ZONE:R-80 _ o EL 12.00 U THE STATE. o ¢ EL 12Q0 0 101 C.H. 10'-0" _ A5 OWNER: o x C.H. 10-0" vt rn = 2 o_ H. 10-0" J_ of I I I m, STEPHEN&DANIELLA RAVN 0 0 3 f 2" X 11 7/8" ML. BEAM I F � " '�' `o `a cR LO 16 SAGAMORE ROAD EAST NORWICH,NY a EL 10.10 a o 0 o FLUSH " " �' o0 oI R12'�� o PORCH }I I 11732 PORCH T BEDROOM " I M 0 11 7 $" 360 @ 16" O.C. g 100A W 631-885-1641 _ dravn@aelandsurveying.com ALL HEADERS PER SIPS SHOP DWGS. (TYP.) 100E 104 �' ,,, OVER BEA EL 11.70 . oa Q 12.90 " o I z o �C.H„10-0 N I ¢CD ARCHITECT: c. .EL -o N C.H. 10-o W.C. N = 9-6 o I 9'-9" 1-6" g'-g" '_6 ' W 101B BEAM SUPPORTED BY ` I 11 7/8" TJI 360 @ 16" O.C. EL 1 00" NOTCH AT SIPS 10 o New Habitat Architecture & �+ TOP OF SILL PLATE EL. 22.00 I FIN. GRADE EL 10.00 I � C.H. s-o I `�' 2 2x8 CJ I - - - Design, p.c. J 2' 3" 5'-1" \ S-1" 4'-O" v _ E 1171 Old Count Road suite 6 i FIN. GRADE EL 0.20 N ,-,., � ci \ o Country tel:631 -393-2871 ,� CLOSET ���j ca rr � I Plainview,NY 11803 104A cL``�/P/ °O I� fff ���,�8 I toco �Ck� �y�\ I� fax:516 822-2743 �- TOP OF SILL PLATE EL 22.00 EL 12.00 . ``L1/ �' I� \q o _ / x EL 11.70 `� (3) 2X12 AN" BEAM N � \ � i LL � � newhabitatarch@gmail.com 6'-8" T " 1 -_ SPLICES OYER POSTS 0 LYE IN C.H. 10"-0" \ y \ " co"�i " - T �f- -- - - �5-6`� 11 -10 6X6 WD. PECONIC RESIDENCE 2x8 R.R. @16" O.C./ \ 2x8 R.R. @16" .0 I I POST (TYP.) SITUATED AT I I 19'-4" I I 2x6 C.J. @16" O.C. \2x6 C.J. @16" O.C. �Q FlN. ADE EL 11.00\ I I 625 WELLS ROAD PECONIC, NY 11958 p A6 I CV / lo cj ��� I I TOWN OF SOUTHOLD )A6 I '� �,// \\�'O l i l t I SUFFOLK COUNTY NY. PORTE OCHERE \\ I I SCTM: DISTRICT 1000,SECTION 75, `100D 11.00 Z \\ I 3 1/2" CONC. I BLOCK 6, LOT 3.3 C.H. 10-o' N N \ FlLLED STEEL COL.- - - - - - - _ _ THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE I I 20'-0" " 2" 15'-0" 2" 2'-4" I BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS 2O-O" I OR NOT,CAN GO TO THE FOLLOWING WEB STIE: HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/I NDEX.H IM � 2 3 4 FIN. GRADE EL 10.50 5 6 EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. SECOND FLOOR FRAMING PLAN � SECOND FLOOR FRAMING PLAN ,SEAL&SIGNATURE DATE:05-05- 2024 `,;.`a'. ✓ PROJECT#11631 SCALE. 3 16 =1 -0" .r� / a`',4�, it ,tf•`;. '>,� DRAWN BY:DR t i CHECKED BY: SR I. z; 1 ,t SCALE:AS INDICATED 4 P F SHEET - A 6 . 1 PAGE:14 OF 18 REV. DESCRIPTION DATE INMAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 A6 D )A6 3 5 6 / / SIP PANEL 2ND FLOOR AT BEDROOM 203 TOP / PLATE EL.32.00 NO OVERSIGHT,ERROR,OR OMISSION ON THE JO\ / ✓/ F<O PART OF THE ENGINEER/ARCHITECT,OR HIS/HER Dip REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION, » / !� TS REMOVAL,USE,OR OCCUPANCY OF A BUILDING 4 -0 �P� OR STRUCTURE THAT DOES NOT CONFORM TO ! �k70 // e 00 SIP THE PROVISIONS OF THE BUILDING CODE AND ST Rjy7 ��5� PANEL THE BUILDING ZONE ORDINANCE. 2 I SIP PANEL 2ND ANY MEMBERS ASATION FROM ANY STRUCTURAL INDICAT D ON THESE PLANS SUCH 1� I FLOOR TOP PLATE AS HORS_TRIMMERS, BEAMS. 1'-O" 1'-O AT M.00 PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., _ 7'-0"_ 6'-1" _ 3'-1" 3-1" -1" 3'-0" EL.31.00 I ROVIDE CUTOUT AT CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, SIPS END FOR BEAM STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, — — — — — — A 1< SUPPORT LEDGER BRDS.,ETC,SHALL BE REPORTED TO THE / MIN. BEARING 1 1/2" ARCHITECT PRIOR TO THE COMMENCEMENT OF 21» TOP OF SILL PLATE EL. 32.0 SIPS 0 CH FOR BEAM SUPPORT TOP OF SILL PLATE EL. 32.0 24 ANY PHYSICAL WORK. I � / o " / CONTRACTOR SHALL CHECK AND VERIFY ALL BEDROOM 3 o N BEDROOM `n I ON SITE BEFORE BEGINNING EG NN NG ANY PHYSICAL S AT THE IWORK.HE I DET. 2 I 203 � = N 204 w / TJI FLOOR JOISTS SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO EL 23.00 a o EL 23.00 ¢ I (3) PLY 1 1/ // THESE PLANS,SPECIFICATIONS AND ALL OTHER o C.H. 9'-0' 2 C.H. 9'-0" I 11 7/8' LVL BEAM INFORMATION INCLUDING GOVERNING CODES, „ CLOSET ¢ of " J LAWS,ORDINANCE,ZONING AND REGULATION 0 2X6 C.J. @ 1s O.C. BALCONY M t 11 7/8 TJI 360 @ 16 O.C. J '-`- N n r » , » I , „ w � 204A x Cl- I ,� 204E I $-Q $- $-Q 9-Q ;n -� w - o I LO EL 22 75 `^ THE CONTRACTOR SHALL VERIFY ALL " EL 23.00 �' ' z EXISTING CONDITIONS&DIMENSIONS BEFORE 0o C.H. 9'-0' r7 N o o STARTING CONSTRUCTION&SHALL NOTIFY a. ,__. _ � I ATTIC FLOOR CORNER DETAIL I — v ¢ THE ENGINEER OF ANY AMBIGUITIES OR GABLE END o n cn \m I N.T.S. DISCREPANCIES ISC RK.AIFANYQUFOTONS PROCEEDING WIIE THE DURING CONSTRUCTION AS TO THE INTENT OR J `V1,BEAM SUPPORTED BY 38'-11" in I DETAILS OF THE DRAWINGS,THE CONTRACTOR ALL H ADERS PER ISIPS SHOP DWGS. (TYP.) w o I SHALL CALL THE DESIGNER FOR CLARIFICATION mn r_ » r n r n !— r n r n 1 2 2 13 s-5 s-s sxs WD. POST ETAIL 2 AND/OR INSTRUCTIONS.IF THE CONTRACTOR Cl- — — — — — — — C�N FAILS TO FOLLOW THE ABOVE PROCEDURE HE T.S. SHALL ASSUME THE RESPONSIBILITY FOR THE 18 CONSEQUENCES OF HIS ACTIONS AND/OR TOP F PLATE EL. 31.0 B THROOM 4X6 POST HALLWAY SIPS KNOTCH FOR BEAM SUPPORT—�� III 0 2 2X10 R.R. @ 48" O.C. � » I DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE � � C.H.=8-0 036 CLOSET UND POST ABOVE 200 ih I VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY O^ / I n BATHROOM CONTRACTOR. N I 23.00 2 33A EL 23.00 ,2Xs C.J. @ 16 O.C. 204B m ._ III THESE PLANS DO NOT RELIEVE THE w „ H. 9'-0' EL 23.00 vC.H. 9-0 9'-0" 11 7 8 JI 360 @ 16" O.C. o c H.2s�o" ¢I I I¢ I m / \� M I RENTRACTOR OR SPONSIBILITY SIBILLITY OR THEIR ULL COMP IANCE WITH —� I " I » n 1 n r n 3 , n , » o_ 22-11 3-6 1 8 6-5 11-1 .� N 15-7 O° 3 9 J J N 5 ^ I II 1/8" STEEL PLATE (BOTH THE CONTRACT REQUIREMENTS:FOR THE C5 ~ _ ~ io o o SIDES) BOLTED THROUGH CORRECTNESS OF DIMENSIONS;CLEARANCES m `� ^ o 'r' x I I I II WITH 5/8" BOLTS AND MATERIAL QUANTITIES;FOR PROPER DESIGN ¢ � 3 1/2 11 7/8' LVL BEAMo r'' I II &DETAIL;FOR FABRICATION AND CONSTRUCTION o w o ii TECHNIQUES;FOR PROPER COORDINATION WITH ~ m c5 X CD X Cl- 1 3/4"X11 7/8" M.L. (OR I 1" I OTHER TRADES AND FOR PROVIDING ALL HOME OFFICE o �� ATH OOM m MBA ROOM III 1 3/4"X14". SEE PLANS) I 112" M I N I 205 X � 202 CLOSET M u, Z I i DEVICES REQUIRED FOR SAFE AND SATISFACTORY CONSTRUCTION&OPERATIONS. M EL 22.00 N `� ® J EL 2 0o x �' 200C ' ^> ¢ LAUNDRY 1 201 B I A ¢ VAULTED CEIL a wo C.N. 9-0" r ,¢' EL 23.00 ��m 2006 EL 00 I A5 �- Z M z m C.H. 9'-D' 4X6 WD. POST EL 23.0o Iq I R III A C.H.=8'-0"v UNDER POST ABOVE C.H. 9'-0" PRELIMINARY A6 3 1/2" X 11 7 8 L BEAM — — — — — — -( l, ) 1 BID/ PERMIT „ I 6X6 WD. 9'_5" 10'-1" 6X6 WD. OST SIPS KNOTCH FOR BEAM SUPPORT �� 1/4" STEEL PLATE BOLTED s -� -� IDRAWINGS aA w" "°(2)2X1D R.R. ® 48 O.C. 19'—$nTHROUGH LAMINATED WD. oo I I FLITCH PLATE BEAM p� WOOD COLUM AS PER HALLWA I ,2X6 C.J. @ 16" O.C. PLANS BEAM SUPPORTED BY „ PROPERTY DIAL 811 B 5 INFORMATION 2056 NOTCH AT SIPS 15-0 o THE STATE OF NEW EL 22.00 BEDROOM J N N C.H. 9'-0' LOSET N �' I ALCONY A5 SCTM YORK REQUIRES L a' 202 200A '- �' W FLITCH PLATE BEAM DETAIL FLITCH PLATE BEAM DISTR.: NOTIFICATION , I TOP 0 SILL P ATE EL. 31.00 a i oo � I 201E o EXCAVATORS, B I ^ o EL 23.0o a 23.00 o `�' BEDROOM W I i I J_ N �" C.H. 9'-0' C.H.V-'O' _ �'' o ¢ I EL 22.75 N.T.S. SPLICE DETAIL SECTION:75 DESIGNERS OR ANY N W S-3" S-1" 2'-8" �C 201 a I N.T.S. BLOCK:6 PERSON PREPARING TO A5 DISTURB THE EARTH'S aesE o�� F 18-11 " 2Dffi EL 23.00 J LOT:3.3 <n SURFACE ANYWHERE IN GABLE END " 0 202A M 0' C.H. 9'-0' 0 10-5 2 o i, ZONE:R-80 THE STATE. M 11 7/8" TJI 360 @ 16" O.C. EL 23.00 ¢ L w o I iI OWNER: 00 � C.H. 9'-0' ��m VN 4'-11� 3'-1'r�77* 3-1 2 5 3 1" 5 0" I ¢ SIPS KNO FOR BEAM SUPPORT 24" `n 16 SAGAMORE ROAD AST NORWICH, NY TOP OF SILL PLATE EL. 32.00 11732 J 631-885-1641 i1 N I dravn@aelandsurveying.com i1,21" 0 6'-4" -71 3'-1" 0 3- " 10 3'-1" 2'-10" I ARCHITECT: `-) 0'-0" TOP OF SILL PLATE EL. 32.00 New Habitat Architecture & Design, p.c. 1171 Old Country Road suite 6 Plainview,NY 11803 tel:631-393-2871 I fax:516-822-2743 2D'-D" ( I newhabitatarch@gmail.com I I I I I I Cl 2 3 4 5 PECONIC RESIDENCE D A6 SITUATED AT C )A6 625 WELLS ROAD PECONIC,NY 11958 TOWN OF SOUTHOLD SUFFOLK COUNTY NY. SCTM: DISTRICT 1000, SECTION 75, BLOCK 6, LOT 3.3 THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS ATTIC FLOOR FRAMING PLAN OR NOT,CAN GO TO THE FOLLOWING WEB STIE: SCALE: 3 16"-1'-0" HTTP://PUBLIC ECODES.CYBERREGS.COM/ST/NY/ST/I NDEX.HIM EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY. ATTIC FLOOR FRAMING PLAN ,SEAL&SIGNATURE DATE:05-05-2024 :`-.-...'..` PROJECT#11631 ' DRAWN BY:DR ' CHECKED BY: SR ' I SCALE:AS INDICATED f .. ' SHEET A 6 . 2 PAGE:15 OF 18 REV. DESCRIPTION DATE — INITIAL SUBMISSION TO T.O.S. 05 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C A6 D A6 3 5 6 ROOF BELOW NO OVERSIGHT,ERROR,OR OMISSION ON THE PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION, REMOVAL,USE,OR OCCUPANCY OF A BUILDING OR STRUCTURE THAT DOES NOT CONFORM TO z THE PROVISIONS OF THE BUILDING CODE AND o THE BUILDING ZONE ORDINANCE. I I O° ANY DEVIATION FROM ANY STRUCTURAL 20'-0" 20'-0' MEMBERS AS INDICATED ON THESE PLANS SUCH AS HORS_TRIMMERS,1-BEAMS. SIP ROOF EDGE LINE LT)E.) — — —= I PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, _T T. STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, LEDGER BRDS.,ETC,SHALL BE REPORTED TO THE 21 GABLE EN TOP OF SILL PLATE EL 32.00 24 ( ARCHITECT PRIOR TO THE COMMENCEMENT OF 1 � , ANY PHYSICAL WORK. o o / o , M I I CONTRACTOR SHALL CHECK AND VERIFY ALL 00 CONDITIONS AT THE CONSTRUCTION SITE w I BEFORE BEGINNING ANY PHYSICAL WORK.HE " m ®o m /� i SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO (2) 2X10 @ 48 '� `" CL I I j PERGOLA INFORMATIONTHESE PLANS,SNCLUD NG GOVERNING CODESR 25'-8" I , PECIFICATIONS AND ALL OTHE 6.5" SIPS ROOF N P� W z a/ v �� m N J I I I LAWS,ORDINANCE,ZONING AND REGULATION ROOF EDGE LINE (TYP.) ;r, I J g� w o o — ' Q �'�� w I N THE CONTRACTOR SHALL VERIFY ALL C 3 r „ o w EXISTING CONDITIONS&DIMENSIONS BEFORE Cl- Id ^ �� ^ (2) 2X10 0 48 O.C. o w D o f i t — —— % STARTING CONSTRUCTION&SHALL NOTIFY 6.5" SIPS ROOF I THE ENGINEER OF ANY AMBIGUITIES OR GABLE END t _(2) 2X10 @ 48' O.C. I lbU_ ¢ I Y ��- �e�� x I, ! DISCREPANCIES BEFORE PROCEEDING WITH THE I C) I i WORK.IF ANY QUESTIONS ARISE BEFORE OR ' 6.5» SIPS ROOF r w t N M DURING CONSTRUCTION AS TO THE INTENT OR Y 4X4 WOOD POST I' !!! I DETAILS OF THE DRAWINGS,THE CONTRACTOR 2 PLY 1 3/4' X 11 /s" �_ X6 WOOD POST TO M.L. BEAM I J I i ( I SHALL CALL THE DESIGNER FOR CLARIFICATION 9-6 -_1 1 - BELOW _ - — — — — — — — AND/OR INSTRUCTIONS.IF THE CONTRACTOR LVL ROOF RAFTER _ . LN _ _ I ( I i TOP OF ILL PLA L. 31.00 " PLY 1 3X 1 7 8 LVL BEAM „ > FAILS TO FOLLOW THE ABOVE PROCEDURE HE SHALL ASSUME THE RESPONSIBILITY FOR THE Q 3-5 11-10 11-10 ¢ CONSEQUENCES OF HIS ACTIONS AND/OR o I I m mDECISIONS.ALL DIMENSIONS ARE+/-&MUST BE o �Q w1 LLJ m VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY N w '¢ ' ¢ CONTRACTOR. LLJ_j I ATTIC m m ¢I 206 m I I THESE PLANS DO NOT RELIEVE THE < 'EL 33•� 5 J -J CONTRACTOR OR THEIR SUB-CONTRACTOR OF VAULTED CEIL. J 1 1, 1. w m 1 �� N I I V ERV SUPPLY=28 CF61 1 1� 1 RESPONSIBILITY FOR FULL COMPLIANCE WITH -� w b THE CONTRACT REQUIREMENTS:FOR THE N cLJ /� "� _ _ CORRECTNESS OF DIMENSIONS;CLEARANCES �I N �/, XI I IX Ix AND MATERIAL QUANTITIES;FOR PROPER DESIGN o a I 4X6 WOOD OST ( wa aO1 "1 1 ,(2) 2X10 @ 48" O.G. 1 a (2) 2X10 @ 48" O.G. &DETAIL;FOR FABRICATION AND CONSTRUCTION M ~ J 1 �, RIDGE SUP FORT I v o �' �' 'r�i " 1 M „ TECHNIQUES;FOR PROPER COORDINATION WITH a I ¢_1 6.5 SIPS ROOF 6.5 SIPS ROOF OTHER TRADES AND FOR PROVIDING ALL 2" (2) 2X10 @ 48' O.C. o z C)L0 DOM "' DEVICES REQUIRED FOR SAFE AND L " 1 co 2 PLY 1 3 4" X 11 7 8' LVL RIDGE EAM `D o I= srAlRs �- A SATISFACTORY CONSTRUCTION&OPERATIONS. 6.5 SIPS ROOF M � _ _ .�_ �l ¢ J n o- x a- cD 1 d 1 N GV A6 a 21'-4" I N � 1 N 1 1 41-0„ ory aIf 2 PLY 1 3�X 1 7 8" LVL BEAM — — — — — — — 7 PRELIMINARY A6 p -O ROOF PLAN BID/ PERMIT `,� 4X4 WOOD POST �¢ i/I' � i i ! ; o ® I 1 t ! TO M.L. BEAM m ( ; i l l i ; 2 DRAWINGS o �° SCALE: 1 8"=1'-0" ♦ N I 3 6X6 WOOD POST BELOW / ` I �, ,(2) 2X10 0 48 O.C. BEFOR :mI ?p 6.5" SIPS ROOF I � y iIIII , ♦� I ' �i / ♦ o I I ++ ( PROPERTY DIAL 811 �? I 1 `/ o I I I I rB • (2) 2 0 @ 48 .C. A I (2) 2X1D @ 48 O.C. • I I INFORMATION THE STATE OF NEW � I � �` a USE EXPANDING 1 I 6.5 3IPS ROOF r- �)� 1 6.5 SIPS ROOF _I J I I I I A5 STOP FILL GAP EACH " SPRAY FOAM TO OPTION A: 1 UIRES � TOP OF ILL PLATE L 31.00 t� WITHRIDG VENT NOTIFICYORK ATION BY CQ° ` ,� w I UNDERLAYMENT AND SCTM 0 1 3 / ( 1 CD ! ROOFING 1" FROM SID ROOFING ON DISTR.:1000 B ! I EXCAVATORS, 2 PLY 1 3 4 X 11 7 8" J N a 1 w o B�' J ¢ w I j ! j RIDGE TO ALLOW TOP SECTION:75 DESIGNERS OR ANY / / in J m Y a o 9f/ a w I ADEQUATE VENTING. A5 LVL ROOF RAFTER w I m PERSON PREPARING TO w " = M ,n p �St' N w p BLOCK:6 1 p 2 I _1 ! .6,, J I ( DRIP EDGE DISTURB THE EARTH'S 1 a ¢ ¢ t ® cn ♦ N I I LOT:3.3 GABLE END p J 0 3 `� �" CD a ` 4 ! I 3/8"0 SEALANT PER SURFACE ANYWHERE IN ~ m N w 1 t x N o i NAILS ZONE:R-80 THE STATE. � i oo _i Y 1 N c0 ( l I FASCIA L — — — — — — — — — '�' I (2) 2X10 0 48' `" 17" { I \, OWNER: ROOF EDGE LINE TYP. I < 1 6.5" SIPS ROO t ( I I III I BEARING STEPHEN&DANIELLA RAVN ( ) � 1 TOP OF SILL PLATE EL. 32. I I I 16 S32GAMORE ROAD EAST NORWICH, NY 26'-0" I I 'nl D I 631-885-1641 �, IP ROOF EDGE LINE TYP.) — — I I I `` „ _ I " t SUBFASCIA SEALANT I dravn@aelandsurveying.com 21 0 ; 21 ( NAILING PER S4 & 1 I ARCHITECT: �- ROOF BE L PBS-100D U.N.O. �- GABLE END I I OPTION B: Design, p.c.New Habitat Architecture & I - - - - - -I - - - - - - - - - - - - - F— — — — — — — L ROOF EDGE LINE (TYP.) — aO 8'-8 2-9 1171 Old Country Road suite 6 Plainview,NY 11803 tel:631 -393-2871 fax:516-822-2743 20'-0" ( newhabitatarch@gmail.com DRIP EDGE 1 2 3 4 ROOF BELOW 5 6 FLUSH FASCIA 18" SIP TAPE MOUNTED ( PECONIC RESIDENCE D A6 RIDPER BEAM I SITUATED AT ENGINEERING SUBFASCIA SEALANT PER I BEARING D C STEEL LEDGER AND PBS-104, & NAILING PER---_, I 625 WELLS ROAD PECONIC, NY 11958 FASTENING EACH SIDE PBS-100D U.N.O. PER ENGINEERING. SIPS 2X FRAMING I TOWN OF SOUTHOLD REQUIRE MIN. 1 1/2" SUFFOLK COUNTY NY. BEARING, SOFFIT. VENT 1 AS REQUIRED. 1 SCTM: DISTRICT 1000, SECTION 75, BLOCK 6, LOT 3.3 3 RIDGE DETAIL 4 EAVES DETAIL THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE N.T.S. N.T.S. BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS ROOF FRAMING PLAN OR NOT,CAN GO TO THE FOLLOWING WEB STIE: 1 SCALE: 3/16"=1'-0" HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF ° THIS LAW FOR ANY PERSON,UNLESS HE IS ° ACTING UNDER THE DIRECTION OF A LICENSED °+ ENGINEER OR LAND SURVEYOR,TO ALTER AN 0 0 ITEM IN ANY WAY. 0 0 0 o ° ROOF FRAMING PLAN ROOF PLAN TOP FLANGE FACE-MOUNT SEAL&SIGNATURE DATE:05-05-2024 . .., PROJECT#11631 i_ DRAWN BY:DR JOIST HANGERS . CHECKED BY:$R JOIST CONNECTORS (IN WIDE VARIETY '! ..`p SCALE:AS INDICATED I; OF SIZES) , , SHEET A6 . 3 PAGE:16 OF 18 � A6 A6 D 3 4A 5 6 2" 1 3" R j VENT VENT 3", 2" j I 2" VENT VENT VENT I I I I A I \ 2" VENT 2" VENT \_ - - - - -- - - -- -- ---- ---- -- - - ----- FlN. (MADE EL. 7.50 S _ I I I 2" VENT 2 VENT � 2" VENT \ N��I �I _ N EL 7.00 ' N F :I N NI UP \ I 4 ^ I I ^I LAV. LAV. I I � I I I AV. AV. (7) 7" RISERS 2 2 14, I I I 3 1j0 I z CD I INK (5) 11" TREADS I� 1 2ckf 1 ' I i� I 2 TUB WAS ER EL 11.00 6 S OWER SH WER 2" 2" TUB I I I t . o I I 4" 2" 2 2" SE HO I I 4" I 4 "4" 4 I I i BIB FIR N 54�AFF 2„ VENT REFR F ° 29 29 N IWW FlN. GRADE EL 7.50 30 �e �' 2" 2 I I� I \ I � � J i FlN. GRADE EL 7.00 �P DINING ROOM C VENT VET ^ 4" 00 I 2 — — — KITCHEN ` 108 E� 117o , I vv LAV. „ AV " 3 T 107 I EL 12.Q0, C H 1 I 2 . 2 I I^ cT I zs Mw I EL 110'- C.H. 10-0 I I INK a � _L M INK 5 C.H. 10'-0' N o I 6 I Ed 4° ^ SH WER 2" I EL 10.70 PORCH ' I ( \ / i 3" 3" 4„ 2» SEPTIC 4" 4' 4" 4" 2" FL001 wo EL 11.50 �— 5 TANK C.H. 9'-0" I 29 w _ I 4„ FROM 24 _ ..-,. �_ s � POOL jig 28 �OVENNJ �" ^to7A '—— e .._w, -_{�20 I to EJECT. — PUMP 105BET \ 2 I ; l -— — C CABANA / \ _EL 1200 25 22 I25 . i i PLUMBING RISER \ MUDROOM ""� 1105C _—J LIVING ROOM I 2 N.T.S. GARAGE $ 8 F-26 "I 105 � I EL 12.0o r 109 I I 106 _ r EL 12.00 12 I C.H. s'-0, EL 1jo EL 10.10 26A 15 C.H. 9'-0' 1Y 1 HEAT I I C.H. 10-0' C.H. 11'-0' z „ P .Pu P I � 105A� 12u' `w.."", 18 P DPl e I FREP LA A 16 26 BATHROOM /' 1 ckf �M EL 1200 1036 CLO`.;ET 7 / A6 \ � _ _ 912 CA 19-o"0 103] 6 6 ERV VENTILATION EL 1.!.00 5 ELECTRICAL SCHEDULE , a 2 E C.H. s'-o' UP / ( B I A5 FIRST FLOOR SYMBOL TYPE I — — 7 `N 6 / ROOM # SUPPLY \ _ — 6 I EXHAUST 28"� SWITCH 5 AY I _ I — 101B - 11 CFM 3W28\,^- SWITCH 3WAY a W 7 CIA SD \ +�20 i �„— — — — — —\ 102,108,109 40 CFM - _ DUPLEX OUTLET H=1 3 EL 12�00 N o 1036 � 2 3 5A —�-- � I N w - 18 CFM 2 A.F.F. DUPLEX OUTLET H=42"A.F.F. g 2 -J 12 m I 11104 18 CFM 50 AMP NE�1A OUTLET 25 +6� / 15 PARLOR f I ^ DUPLEX OUTLET H=54"A.F.F. zs \ ELECTRIC PANEL' A5 0 — — IOIALOSET FOYER \ 102 I 1= 105 12 CFM - ��5 EL 9.35 sD E1 12.Q" 101 C.H.� 11o000' i g 105B - 12 CFM x CEILING MOUNTED FIXTURE W HOSE BIB C.H. 10-o EL 12.00 \ I A5 KITCHEN 107 - 24 CFM ®" RECESSED LIGHT o C.H. 10'-0' WATER C?c I CRAWL 110 - 45 CFM 1s WALL MOUNTED FIXTURE EL 10.10 --MAIN3 5 p z VALVE PORCH BEDROOM oA H I TOTAL 70 CFM 110 CFM sD SMOKE DETECTOR EL. M50100E 104 N 54'AEF 0 1 �' co CARBON MON. DETECTOR EL 12.00 a H 0�_ • I w SECOND FLOOR C.H. 10'-0" I ROOM # SUPPLY EXHAUST 0 11 FIN. GRADE EL 10.00 EL 1200 �° \; I 200E - 18 CFM C.H. s`-0' UP I 201 18 CFM FLOOR AREA= 244 SF I - " ( EGRESS= 25.6"w X 67.5"h 11.98 SF. o — —{ ) 201E 18 CFM FlN. GRADE EL 0.20 = �� a I LIGHT= 28.8 14(1 SF (6�) CLO T + I� 202 18 CFM j LIGHT= 28.8 SF (12�) 104A o ''' EL 12.00 202E 18 CFM 203 18 CFM - I — 203E - 18 CFM I I I I // \\ 1-- ---- -- -- 204 18 CFM - j 204B - 18 CFM LOFT 205 30 CFM I I I I Fl A 11.00\. I - D A6 j I j // I ( I ATTIC 206 28 CFM - i I j C A6 II / \\ I I I TOTAL 130 CFM 90 CFM / PORE COCHERE \\ I I I II /// 100D \ I I i GRAND 200 CFM 200 CFM CA 10-0" \\ I i �--- ---- ---- - �- - - - - - - -f 1 I 2 3 �- FlN. GRADE EL 10.50 5 6 )FRST FLOOR ELECTRICAL PLAN SCALE: 3/16"=1'-0" REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C A6 C A6 D A6 3 5 6 3 5 6 A6 I ROOF BELOW I � ROOF BELOW NO OVERSIGHT,ERROR,OR OMISSION ON THE I PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION, REMOVAL,USE,OR OCCUPANCY OF A BUILDING OR STRUCTURE THAT DOES NOT CONFORM TO THE PROVISIONS OF THE BUILDING CODE AND THE BUILDING ZONE ORDINANCE. 1 I I I I ANY MEMBERS SI INDICATED MEM ON THESE PLANS SUCH AS HORS-TRIMMERS,1-BEAMS. �- I- I I PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., i - - - - - - - Z SIP ROOF EDGE LINE .) - - - CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, LEDGER BRDS.,ETC,SHALL BE REPORTED TO THE f ARCHITECT PRIOR Y PHY WORK OSICAL THE NCEMENTOF AN BEDROOM BEDROOM I I � � I I I . I 2O3 2O4 � I � ! CONTRACTOR SHALL CHECK AND VERIFY ALL SD ( I I CONDITIONS AT THE CONSTRUCTION SITE EL 23.00 ! I ! ( I BEFORE BEGINNING ANY PHYSICAL WORK.HE C.H. 9'-0" C.H. 9'-0" EL 23.00 SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO ; ! CLOSET v ! ( i I THESE PLANS,SPECIFICATIONS AND ALL OTHER a' i i BALCONY i � INFORMATION INCLUDING GOVERNING CODES, 4, 12 it 204E ! I ( z ( ! ! I i LAWS,ORDINANCE,ZONING AND REGULATION 204A I , J -- 6 Li 12 ..-� .� EL 23.00 i I EL 22.75 I I I ) � I o T) c.H 9`-0` )GE LINE (TYP. FLOOR AREA= 230 S F OOR AREA= 250 SF J DN w THE CONTRACTOR SHALL VERIFY ALL EGRESS= 25.6"w X 67.5"h 11.98 SF. RE SS= 23.5"w X 79.5"h 12.97 SF.61 I I I o I j i EXISTING CONDITIONS&DIMENSIONS BEFORE VENTILAIION= 114.4 SF (6. o sD VENTILAl10N= 32.7 SF (13%) \ I I I w o STARTING CONSTRUCTION&SHALL NOTIFY 0 II ' 2 z I LIGHT= 28.5 SF (12.5%) LIGHT= 46.8 SF 19%) I J Y I I THE ENGINEER OF ANY AMBIGUITIES OR ERV SUPPLY=12 CFM 38` as/ ERV SUPPLY=12 CFM j f i ¢ I! ( i DISCREPANCIES BEFORE PROCEEDING WITH THE 3 I ! I WORK.IF ANY QUESTIONS ARISE BEFORE OR 37 61 ( w 1 I DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS,THE CONTRACTOR 37 SHALL CALL THE DESIGNER FOR CLARIFICATION w RO Ma HALLOW / _ - - - FAILS TO FOLLOWTIHE ABOVE PROCEDURE ONS.IF THE HE a I I SHALL ASSUME THE RESPONSIBILITY FOR THE " 203E - LOSET D 200 6, 62 3W CONSEQUENCES OF HIS ACTIONS AND/OR so I $-0 EL 23.00 �- BA ROOM TUB I DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE �--- 9EL. 23.o0 203A L VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY -_ c.H. -o" 16 7 ,6 19 20 C.H. s-0 204E �sU 3W49 EL 23.00 'S 1 SHOWER o )DN CONTRACTOR. ,7 � ,4 ❑18 EL 23.0o a I � I ATTIC C.H. 9'- " 13 C.H. 9'-0" 206 / 18 0 ®a% ,TUB 43 DRYER WASHER 0 15 ERV EXHAUST=18 CFbI CONTRACTOR OR THEIR SUB-CONTRACTOR CON RACTOR OF VAULTED CEIL 14 SHOWER 1$ ' s 9„ I I ERV SUPPLY=28 CFM 0 RESPONSIBILITY FOR FULL COMPLIANCE WITH I 30 _.DN �o SD I THE CONTRACT REQUIREMENTS:FOR THE L - SHOWER N M -' DN CORRECTNESS OF DIMENSIONS;CLEARANCES ® z a7 O I I cn AND MATERIAL QUANTITIES;FOR PROPER DESIGN 8 37 CM SINK SHOWER I w DN &DETAIL;FOR FABRICATION AND CONSTRUCTION 2 TECHNIQUES;FOR PROPER COORDINATION WITH HOME OFFICE SD 10 THROOM oar 7 22 18❑ OM I PULL OTHER TRADES REQUIRED FOR PROVIDING FIEIAND ALL 205 CM 9 202 CLO STAIRS 6 AUNDRY 57 18 201E j has C.H.=$'-0" EL 23.00 47 200C 5 4 3 2 1 SATISFACTORY CONSTRUCTION&OPERATIONS. EL 22.00 200B � 7 EL 23.00 I I VAULTED CEIL 6 D O C.H. 9'-0' EL 23.0 / C.H. 9'-0` I / 7 C.H. 9'- ' 44 EL 23.00 ERV EXHAUS =18 CFM A FLOOR AREA= 710 SF 6 V ERV EXHAUST=18 CFM-°" 57 I I ERV $ EGRESS= 70"w X 79.5"h 38.6 SF. PRELIMINARY o o - i I - - - - - I ® 28 "® - 1 ,1 i I - _ . - BID/ PERMIT A6 , VENTILATION= 42.2 SF (6%) 4 6� ! � � I LIGHT= 46.8 SF (6.5%) - 37 37 I I I ERV SUPPLY=30 CFM 3 6 �� �- I I ( w ' ( �, �„� o" / _ II I J I � I ICI DRAWINGS o 3W37 ss / ( ( I I w so ✓a, a'HALLWA \ s6 j I I I BEFORE i ! Fffi� \ EL 22.00 E�DR/OOM I i ( I I I I I j ! PROPERTY DIAL 811 C.H. 9- " LOSET )52 I! BALCONY; I I 1 w I INFORMATION THE STATE OF NEW 202 200A 4; I 201E I I I Q I YORK REQUIRES EL 23.00 B-Y3.00 s ( I SCTM B C.H. 9'-0" CH.9'-0. 53 BEDROOM I I EL122.75 i 1 I i 3 w I NOTIFICATION BY A5 - - I ' I I I I I I I' w o i i i EXCAVATORS, l i I I I c� DISTR.: CLo 5 201 I I I I I I ET 201A S EL 23.00 \42 Z o i i BEOCK06.75 DESIGNERS OR ANY Y o j PERSON PREPARING TO 0-23.00 C.H. 9'-0" - I J oDN � I DISTURB THE EARTH'S 12- C.H. '-0' ! I a5 202A FLOOR AREA="232 SF " ( I 3 I, i i I LOT:3.3 SURFACE ANYWHERE IN EL 23.00" %NOLATION=532.7 SF 514%2.97 SF. I ' I ( w w !, I I ZONE:R-80 THE STATE. I I C.H. 9'-0 (147.) � I ' I I I Z _ Q LIGHT= 46.8 SF (20%) - - I Y I OWNER: ERV SUPPLY=12 CAM STEPHEN&DANIELLA RAVN FLOOR AREA. 265 SF ! DN I I I 16 SAGAMORE ROAD EAST NORWICH,NY I I EGRESS= 25.6"w X 67.5"h =11.98SF. s1 ' - . -. -. - _ _ VENTILATION= 14.4 SF (5.4%) I I I 11732 IP ROOF EDGE LINE TYR) 631-885-1641 I I LIGHT= 28.8SF (11%) - - - - - - - - - ERV SUPPLY= 12 CFM I I I I dravn@aelandsurveying.com ROOF BELOW i I ROOF BE ARCHITECT: I - - - - - - - - - - -I - - - - - - - - - _ _ _ _ _ _ New Habitat Architecture & - - - - - - - - - - - - - - ROOF EDGE LINE (TYP.) - - - - Design, p.C. 1171 Old Country u tr Road suite ite 6 Plaitel:631 -393-2871 fax:516-822-2743 ERV VENTILATION i i I I I I I I I newhabitatarch@gmail.com FIRST FLOOR ROOM # SUPPLY EXHAUST 2 3 4 ROOF BELOW 5 6 101E - 11 CFM D A6 2 3 4- ROOF BELOW 5 6 102.,108,109 40 CFM - A6 D )A6 PECONIC RESIDENCE C SITUATED AT 103E - 18 CFM C )A6 625 WELLS ROAD PECON IC, NY 11958 104 18 CFM - TOWN OF SOUTHOLD 105 12 CFM - F LK COUNTY NY. 105B - 12 CFM SECOND FLOOR ELECTRICAL PLAN SCTM: DISTRICT 1000, SECTION 75, KITCHEN 107 - 24 CFM 1 ATTIC FLOOR ELECTRICAL PLAN SCALE: 3 16"=1'-O" 2 BLOCK 6, LOT 3.3 CI3AWL 110 - 45 CFM / SCALE: 3�16"=1'-0" TOTAL 70 CFM 110 CFM THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN SECOND FLOOR I OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS ROOM # SUPPLY EXHAUST OR NOT,CAN GO TO THE FOLLOWING WEB STIE: 200B - 18 CFM ELECTRICAL SCHEDULE HTTP//PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM 201 18 CFM - SYMBOL TYPE EDUCATION LAW ARTICLE 145 201E - 18 CFM 28�,n- SWITCH PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF SWITCH 3WAY THIS LAW FOR ANY PERSON,UNLESS HE IS 202 18 CFM - 3w28v� ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN 2026 - � DUPLEX OUTLET H=12"A.F.F. ITEM IN ANYWAY. 203 18 CFM - DUPLEX OUTLET H=42"A.F.F. 203B - 18 CFM DUPLEX OUTLET H=54"A.F.F. SECOND FLOOR & ATTIC 204 18 CFM - CEILING MOUNTED FIXTURE FLOOR ELECTRICAL PLAN/ 204E - 18 CFM ®11 RECESSED LIGHT MECH. VENTILATION LOFT 205 30 CFM - - ATTIC 206 28 CFM - 16 WALL MOUNTED FIXTURE :SEAL&.SIG' NATLi§E DATE:05-05-2024 r - 1 P OJECT#11631 TOTAL 130 CFM 90 CFM SD SMOKE DETECTOR ��, DRAWN BY:DR r fr 3. ` ^ CHECKED BY: SR Co CARBON MON. DETECTOR s SCALE:AS INDICATED GRAND 200 CFM 200 CFM SHEET \ Fr r E . 2 PAGE:18 OF 18