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Home My WebLink About50134-Z int 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 #: 50134 Date: 12/15/2023 Permission is hereby granted to: DKJK Family Trust 19 Judith PI East Isli , NY 11730 To: legalize "as built" additions and alterations and to construct new additions and alterations to existing single-family dwelling as applied for per Trustees, SCHD & DEC approvals. At premises located at: 880 Deep Hole Dr Mattituck SCTM #473889 Sec/Block/Lot# 115.-12-13 Pursuant to application dated 11/6/2023 and approved by the Building Inspector. To expire on 6/15/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,109.50 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $640.00 CO-ADDITION TO DWELLING $100.00 Total: $1,849.50 Building Inspector f 014 TOWN OF SOUTHOLD—BUILDING DEPARTMENT ca Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://wwwsoutholdtowiLny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �; •i u 1V PERMIT N0. Building Inspector. j v Appllcatiuns and forrrts must be filled out an their ent�fety Incomplete aprli+catlons 1N111 not be accePed Where the Aphoan Is r�otthe owner,an flitiVrier*s° (� horlYatina'rrr ((Pge )sHa((`�ie rtpileted. Date: OWNERS)OF PROPERTY; �a V�'c STord fru n ` Name: -DK5K'- VIqMI L.y 7TIUST— I SCTM # 1000- Project Address: 8816 bG, -P 46LJE �'�0 I'Kfl'T'nTVNe— I 5� Phone#: � p I C�� IMQ I C0✓!�, Mailing Address: (CI J-u.djq-h ?1, �aS+,=s��p )v I1430 CONTACT.PERSON: Name: Mailing Address: � udT�h eAs+ TsI♦I IV 11 3b Phone#: 5-I/D-910-4 -.2V � Email: d rLt?> !/e k— r1'1aj Cd►yl. DESIGN PROFESSIONAL INFORMATION: Name: Q 1� �JIUIdY-f' {�SSdL�I S Mailing Address: -FC) a k q ( q3 S Phone#: (p7j - 3-I- Email: rn KSQ 12►�1i Te d� n�l -ng�- CONTRACTOR INFORMATION: Name: 'boeCKmm 13uiidfjj don,54av-*W 0-01?. MailingAddress: la�h 2 SJ� ��h N �q ISD �a 04 �d. C � °Email: -0 Phone b-3 9"- 5319 C0hSY6d 'ewp DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure VAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ .200 OGo- Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? 9Yes E--]No 1 PROPERTY INFORMATION Existing use of property: LOc�j�0 yQ� Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 234 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By 7\V ❑Authorized Agent Owner Signature of Applicant: »- -- Date: 23 STATE OF NEW YORK) COUNTY OFS � ) tom.., l being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing c ntract) above named, (S)he is the JNZC—. (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file t tl 4.A.3A.A H.TA ?7 Sworn before me this Notary Public State Of I++towVbrit No. Oii TA608,6 01 (f 1 Ouatifted In Suffolk Coo*��/ 0 day of 1J , 200�� Commission Explras o t6,W7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 0 z . PROPERTY OF KRUPNICK U d $ 800 DEEP HOLE DRIVE MATTITUCK,SOUTHOLD,NY SCTM N 1000-115-12-13 F z d m TOTAL LOT AREA=21,056sf.0.483ac AREA LANDWARD OF WETLANDS 19,703sf zW z GWMZ IV=600GPD d z a o 0-a SANITARY AS BUILT PLAN BASED ON SITE SURVEY W JOHN C.EHLERS LAND SURVEYOR x 18 SURVEY DATED 12.11.14 LAST REVISED 7.11.19 NEW SUFFOLK AVE ELEVATIONS REFERENCE 3 FEMA FLOOD ZONES PER PANELANEL 6103C0482H SCDHS PERMIT R10-19-0049 SEPTIC SYSTEM INSTALLED D YdSETBACK OS (1)1,500gal SEPTIC TANK a 4sx (5)POOL SHALLOW GROUNDWATER CLUSTER -H FIGURE 14:HIGH GROUNDWATER LEACHING FOR 5 BEDROOMS -LIMITS OF VEGETATED WETLANDS DWELLING AS DETERMINED BY EN-CONSULTANTS 8-6-18 PUBLIC WATER 00 SEPTIC TRIANGULATIONS S87'1 9'20"E CORNER ST DP A 36.6' 46' 212.28' B 17' 51.6' (51I m fBQ5 ZN-1 1 WATER `mssEs-Tlkhlur i7' _ METER@@ \L-1-1 DO C1isMNEY3 7 / c� 5 BED S:I_ � $ g �1 / z 2,273sf 5: DWELLING FF 10.1' A , W PUBLIC WATER O w \ o w x z ( DRIVE = DWELLING 3 SCDHS WWM APPROVAL STAMPS £u AND r o o \ : PARKING o PUBLIC WATER Li CL s \ \ l 0 LLI a W F 2 o e,:EFCrK1 NTV DEPAIRTIVIENTOFF HEAL-H S-#%•=C=c AP OVAL OF CONSTRUCTED 1NORKS FOR p I INLET - - —_a- ------ H SRe I ., R10-1am4s UG DRAINPIPE ; --- N87'1 9'20"W ato 187.11' Fd Q01 WbF �l 01,A%_AXIMUV 0 s _C.ol Y DWELLING CDIJr PUBLIC WATER oz Lrl Do-_j IN DWELLING Yo PUBLIC WATER F- OF- 00 8 I'n I DD('n SITE PLAN SCALE 1"=30' o 0 0 FEsSi o < U < w tl NEW YORK STATE DEPARTMENT OF ENVIRONMEWAL CONSE VA ION neflity DEC ID 1-413&04349 PERMIT Under the Environmental Conservation Lav ECL Permittee and Facility Information Permit Issued,To-. Facility: DAVID l3 KRUPNICK KRUPNICK PROPERTY 880 DEED' 1 OLE DR 880 DEEP HOLE DRISCTM 1000-115-12-13 MA ICK,NY 11952 MATTITUCK,NY 11952 Facility,Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTOM NY 11968 (631)283-6360, Facility Location: in SOU"THOLD in SUFFOLK COUNTY Village: Mattituck Faeility Principal Reference.Paint: NYTM-E: 709:273 NYTM N: 4540.684 Latitude: 4005925.8" Longitude: 72030143.7" Project Location: 880 Deep Hole Drive - Watercourse-Deep Hole Creels Authorized Activity: Construct a garage addition to existing drivelling;abandon existing septic system,, install new septic system,remove existing shed and stone patio,install plantings,install ramp and float at seaward end ofexisting dock and cut dilapidated bulkhead/groin to grade. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 4/17/19. (CKW L. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 14739-04349/00002 New Permit Effective Date:4/1812019 Expiration Date:4117/2024 NYS Ew C 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:KEVIN A KISPERT,Deputy Permit Administrator Address. NY$DEC Region 1 Headquarters SUNY ead uaarters SUNY @ Stony BrookJ50 Circle Rd Stony:Brook,NY 11790-3409 Authorized Signature: Date 1 &22D Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Facility DEC IU 1-4138-04349 Distribution List EN-CONSULTANTS Marine Habitat Protection CLAIRE K WERNER Permit Components NATURAL RESOURCE PERNRT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RFSOIROE PERMIT ITION5 - Apply to the.Following i Permits: TIDAL WETLANDS tt. 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. z. Notice of Commencement At least 48 hours prior t :commence t f e pr Di e pe ttec- and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully awarr ,of and understand:all terms s and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form roast also be signed and returned, along with photographs of the completed work. 3. 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 wasl:rizi,gs from ready-mixed concrete trucks,mixers,or outer&-vices be allowed to cater any wetland or waters. Only watertight or waterproof forms shall.be.used. Wet:concrete shall not be pouted to displace water within.the forms, 4. No Construction Debris inWetland or Adjacent.Area any debris or excess material from construction of this project shall be' ompleely removed frons the adjacent area(upl dy and removed to an approved 4pland area for disposal'. No debris is permitted in wetlands and/or protected buffer areas. . Materials,Disposed at Upland Site Any demolition debris,excess construction materials,andlor excess excavated materials shall be immediately and completely disposed of in an a:tthori ed solid waste management facility. these materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent mea. 6. No Disturbance to"Vegetated Tidal Wetlands, There shallbe no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 7. 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 100 linear feet from the tidal wetland boundary. Page 2 of 7 11 NEW YORK STAVE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4735-04349 S. Seeding Disturbed Areas All,areas of soil, disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.)immediately following project completion or prior to permit expiration, whichever comes Hirst. If the project site remains inactive for more than 411 hours or planting is impractical date to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 9. Clean F1H Only All fill shall consist-of clean sand.., gravel,or soil(not.asphalt slag,tlyash,broken, concrete or demolition debris). 7a. Use of Treated Wood, -The,use of woodd treated with Pentachlorophenol or;other wood treatment not specifically approved by the Departmentfor use in wetlands and/or marine waters,is strictly prohibited in the construction of structures that will be in contact with tidal waters. 11. Float instillation The float shall be installed only at the approved location with a rnii . run water depth of 21/2,feet,treasured at apparent low tide. 12. leo Dredging or Excavation No dredging,excavating or other alteration of shoreline or underwater areas is authorized by this permit,not shall issuance of this permit be construed to suggest that the,Department will issue a permit for such activities in the future. 13. No Permanent Structures on Dock No permanent structures shall be installed on dock/catwalk:/float without first obtaining written Department approval-(permit,modification,or -amendment). 14. Docks At ?rnpeirty"Vines' Docks/catwalks/floats,must not: extend laterally beyond property lines, interfere with navigation, or c., interfere with other landowners riparian rights. m. Pilings.atProperty Lines Pilings,shall not: a. extend laterally beyond.proprt Imes, b. interfere vVith navigation,or c. interfere with rather landowners riparian rights.. 16. No Structures on:filings=.No structures,other,than structures specifically authorized by this permit, shall be constructed on failings without further authorization from the department(permit, modditcation or amendment). 17. Establish Vegetated Duffer 'To protect the values of the tidal wetlands,a permanent vegetated buffer zone shall be established.There shall be no disturbance to the natural vegetation or topography within an area extending 10 linear feet landward of the tidal wetland Boundary. Page 3 of 7 I 1900k. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 19 Facility DEC ID 1-4738-04349" 1s. 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. 19. Sanitary.Systems above Groundwater- Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 20. Long Term Plant Surrvival, ,The permittee shall ensure a mini�niu n"of 85%survival of plantings by the end of 5 growing seasons. Ifthis goal is not met,the permit holder shall re-evaluate the restoration project to determine how to meet the mitigation goal. The permittee must submit these re-evaluation plans to,the department ent for review along with the,annual report for that respective calendar year.The. report must be submitted by January 15th of each calendar year and sent to: NYS ITEC-Region 1 Bureau o Marine Habitat Protection.,Attention Compliance 50 Circl > oad "Stony Rook,NY 11790 7,1. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. "Upon completion of construction.activities,any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at(63"1)444-0295 for more information. 22. Contain Expos,ed,'$tockpiled Soils All disturbed areas wherre soil will be temporarily exposed or stockpiled for lohget 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 roved methods. $3. 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. 4.. B411chead The dilapidated bulkhead is to be out to grade by hwA at lour"tido from the seaward side of the bulkhead so as not to disturb the existing wetland vegetation. No machinery operation is . pennitted land° 74 of the bulkhead, . State Not Liable for Damage The State of New York shall in no case be liable for any,carnage or injury to the structure or work herein authorized which may be caused by or result from fugue operations undertaken by the Stale for the conservation or improvement of navigation,or for other purposes,and no claim or right tocompensation shall accrue from anysuch damage, Page 4 of 7 NEW yop.K STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC W 1-4738.-04349 26. State May Order Removal or Alteration of Work If future operations by the State of New.York, require an alteration in the position of thestructure or work herein authorized,or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the gree 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 pennit,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 removalor alteration. 28. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicanVs agent as part of the permit application. Such approved plans were prepared by John C. Ehlers, one sheet last revised 2/26/19 (upland work), dock plans(twosbeets)prepared by En-Consultants, last revised 7/19/18,all stamped N'YSDEC approved on 4/17/1,9. 29, Precautions Against Contamination of Waters All,necessary precautions shall be taken to preclude,contarnination of any wetland or waterway by suspended solids,sediments, fuels, solvents. lubricants,epoxy coatings,paifits�concrete,leachate or any other environmentally deleterious materials associated with the project. GENERAL Cts! MONS - Apply to ALL Authorized Permits,. I. '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 FnviTonmental 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. Page 5 of 7 NEW YORK=STATE DEPARTMENT OF ENVDtONMENTkL COMERVATION Facility DEC ID 1-4738-04349 Z, 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 pxevibusly 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 forams of supplemental informnation the Department requires. Any rener al,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 Pen-nit Administrator N" aDEC Region l Headquarters ers S l' Y @ Stony Brook�50 Circle Rd Stony Brook,NY11790-3409 4. Srniainaission of Renewal Application The permittee must submit a renewal application at least'30 days before permit expiration for the following permit authorizations:Tidal Wetlands. s, 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 foss or inaccurate statements in the permit application or supporting papers; la,. failure by the permittee to comply with any terms or conditions of the peim tit ' d: 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 iapplircable law or regulations since the issuance of the existing permit; e, noncompliance with,pieeviously issued permit conditions,orders of the commissioner,any, proyisioas°ofthe Env romittrital "ooservation Lav or regulations of"the Departnnent Mated 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. Page,6 of 7 NEW YORK STAVE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC:ID 1-4738-04349, NOT CATION OF OTHER PERMITTEE OBLIGATIONS 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,spits, actions,and damages, to the extent attributable to the permittees acts or omissions in connection with the permittee's undo ing,�of activities in connection with,or operation and maintenance of,the facility or facilities authorized by ihe�permit whether in compliance or not incompliance 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 vwn negligent or intentional acts or omissions,or to any claims, snits, or actions naming the DEC and arising,under Article Ill of he New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B:Permittees 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 pera ttee's agent with respect to the permitted activities,and such persons shall be subject to the sar e 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.,responsibte 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 pernit,: Item D:No Right to Trespass or Interfere with Riparian Rights, This perm,it toes not convey to the permittee any right to trespass upon the lands or interfere withthe 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 patty to the permit: Page 7 of 7 46 �• 9 "" wNysoec n a,7r APPROVED AS PER,T ` OF AND CONDITIONS Lt PER MIT~� " w DATE qj�`c�� ,-�° DEER IIOL E CREEK (APPROX. 999' WIDE) x'Z0'FLOAT PROP05ED&9r70 3.S` ..2'o E "x "FIXED si AN.[ K 2 DOCK -PnLE DO�:�P6�'uN MT.) . PROP. N x 12'RAMP L �- .Q° CATWALK TO CAIN l;N V" _# 5° / . OIIT5IDE PILE TO REMAIN ;� -i.2' �LL ^^✓ � .� 5 TG -OFF POLE DILAMDATED SUMflEAO/G'ROIN I Ll TO SE GUT TO GRADE L`r +'OOI)TIE/GRAVEL LANDSCAPE 5TEP5 Noto: i, rte;'TOMA hPvw s ltq � � Q fwd dlk � , ` pr wwmr, mote, of�nop and floam dod+ piva pw d caw Wnl z q SW-04 D propwr'4 I� .Ek a^s "` �ON-GRADE MA5ONk" ag,1aAd-4ed 4 YO"208 4. t7 °c.a be a rip*W water anzi iatric , �oO1�5 _ 5. k' a Bd wo* tPta wish ti w1E DE � M are rant I'5TORY Int4mW to sffw as ar wMW for amhrotm FRAME hOu5E or mno=Nm I ror t GARAGE 6. pr" m Pep We Pom. mobtibA, �scTm 14 pppp.� �w, 1 Y i Vl rP f �4 �'mq ,� ., r11 i1••:�� > r— ppyo%19 POCK M0 1M ON FOR PAV117 KUNICK ON MV HMe CM, WMEK, 9YFOLK COUNTY, NSW Y��9w—,,5 t I o.00l 1 DEEP HOLE DRIVE 5eCTION TWU PROP05W A1219flON OF VAMP ANP FLOAT t0 EX, FI912 POCK [1 , 101 OW51M FILING OF eX,6ROIN 5TI;X E 1'O of CW fO(M) TO M MAIN A5 M Off'POLE EX,FlWt7 CATW&K-+461 fO WMAIN PROI.BLOAT Pfd',�AhN' L•-6 �.'I ALLW-O'-011 Li 11' r�NCH t2' OI, a Qz � z Do (2) 8"-V MMR 2-f Le POLPH N5 D -G mm PROPO5 17 POCK MOPIFICATION Y Z W O CD FOR 12AVIP KUNICK ON MP 0 am HOLE CCK, MA`fITUCK, co SUFFOLK COUNTY, NSW YORK 5HMT 2 OF 2 4-1-5-18, 7-19-IB _ I5URVEY OF PROPERTY 51TUATE: MATTITUCK TOWN : 50UTHOLD 5 U FFO LSC COUNTY, NY LIINIIIIu SURD 12-11 -2014, UPDATE02-14-2018, 04-10-2015 UPDATE 08- 15-201.8, 05- 1 7-2018, 10-30-201.8 E r f0N5 REFIRENCE NA PROP05ED GARAGE 01 -02-20'19 N A rel . REVISED O 1 -30-2019, 02-18-2019, 02-2G-2019 SUFFOLK COUNTY TAX # LAND N 1000 - 115 — 12 — 13 PAN AUL. CER" TO: M, PUB! David Krnpnk* 0I al Ii7 WMANDSE Lowell T.Blumentbal ` Bank of d merIca.NA I E First'In.�� eerican ms",Inc.Insurance Company MzW MW IDMATA M-&2 By SUKVMR 70 N' PAIS°MOWN MNeTp�SAHu �� I ' � eq ° '�. rQ G� uj '. -- � 1 1 ® A71 .1 1 t 19L ;1 wm A iNAc � �ram 10 u} 7 _ W� vCAAta m Ih Iti t B (jVAimTONE _ Ma DOGRADE O C Q to ars VTMW e 11C� , 8� OBASIN to � WELL — 1 N ABATIR056NEO IL Lu N�. I L 1 ! J "IPn,nulPuorlxodd WAofWtlmrl mr NI 'IN`arrd to m zN,rwm J /N� Lf) I C NnaA1Z IrmNNnNy m atlnlnuaod Aad smawwv:ymr"W a6:ICmICsry n6.*UoN1'72176x„su aAa�is�laal 2a of Iple 1 No"yoru stnto rdrsnaimn k m�' LAND NOW OR POR? I LORRAIN ryr zwh dMmNia Wye nmtg6nnd oon Arvin xuxvwm W,E1� NNN aAll mra mi and slwr s A I I 0*11LIN �WmPoNd tae tmoio ed to be W two I I�j PUBLICWAIT s+upaoo` ! E6� *CorAlliemiwx An4'4woNa grweecen J:gniAr Oat No ,Nm� mgrM ara or. daaNcr wiiiy P roA Wxtaetticra inr :rM N'.0mlt rAmNd. "I11aaarr, SAnit Asoo�w oa al Fgfnd ,&ani 1 L 1111z ': Sod maxMolkwlo' m1V Napa nmNyyrr "' I to Advo p rvwa lot nNo MJro SuNa«my+i4 gycopoNodl -w d an wT trsRrnti4 to laao Ukl1 ecarraynmr'Sa W,+aaerapusa�— x a , aai n koN ey na al aona>1ny ouI AkaUlimn 16,tod A o mea«Ovid � m tiro as nas or IwNm Io"fli;1hSMMAdnrz. t"mr11&*- � two we not troNmfeivito to nwGkow too414aynro hl VIONUMw EaEm WDOD AENM JOhN C. EHL.ER5 LAND 5URVEYOR PROPERLY ZONE R-40" G EAST MAIM STREET N.Y.5. LIC. NO. 50202 "aCRAC D Area =21;05G-9q.Ft. RIVERHEAD, N.Y. l 1901 309-8288 Fax 3G9-828✓ �r Area A 0.483 Acs je5urvey@optonlme.net 77 7.11 PSQC welt n7Lr NYSDEC N APPROVED AS PER TERMS AND CONDITIONS OF � ° P PERM NO � `� E 1aLi � LK AVENUE ATE . . -T I SEf BY -*IDS oil ce-aa-_. TOWN LOT COVERAGE �-NAV13 19oZ; TAM ASAP a =M-40 t OOO r 15-12-13 _ ARCA LANDWARD OP fLAGGEO WEr AN0.s 119.703 S.F. EXISMG COMIAGe gwT.HOLSE 2.302.6 5.P. -„ �' MT.PMK 504.85.F. 4 TANOE A. � 1 . 4" MT ST OP 256S.F. ULJ. O1vc~"; DWELLING "1UB N(" FROPOM COVIRA6E O L ,„.,I �i .>�^-..�..--.».,. 1', ,'tL MOMSE0'ADMON 1551.5 51F, will TOTAL 17d'KCC34Ett1N 3.B9495.P.cr18 uY ^*^µ,`— DEc LOT COVERAGE civ -_ oo�t 15 12-13 TAM A4AP ¢ONE R 40) 1 -�• a. AREA LANDWARD Of FLAGGMWERANDS t 1 � � CMM - :� EKISMG COMAGE EMIST.ASE 2-IMA8 S Ex1sT Dt:EIG .P. ®M15T_3S 256 54 Lu LP Z EXIST.CONCRETE WANG. 105.4 S.F. Lp DST,STONE PATIO 100.3 S.F. �20 `^ «. k LP L PN 3 FIRST.5L} MA S.F. Lu tdwCp �� E1 Q Pim tl COVERAGE �C — = PROPOSED ADDE1` N 631.5 S.F. \VVJ LL- r^ ` � CM13T.STONE PATIO TO CC RfMOM -100.3 S.P. EJ015T 1 ZQL EXIST.SHED TO 9C RWWW -a0.4 5.F. x - GOO GAL, _ tf1 T,W] SL "R 4 1 -TOTAL P2OPCk'3E0 COVi4pZTING 4,000„3 5.P.or 20.3 mac✓ °! - LU1000-115-13-7 1400.115-I" GRAVEL DRIVEWAY _ DftLUNG I 1 @5-13 9 I WELL 1507+ 000-115-15-10 .,_ PUBLIC WATER ALL OTHM Et�C}PERTIES WITHIN f S Y - EL.8. OP SI.11�JI�g PRO "R,1 ff ° - T M�� r c C+ + ro ATS �' SUFFM COUNTY HEA1T 117EPART1wIW APPROVAL _ II 87 ! 100'V "1'L�,.:�s. Mcg;_._ 1 1 FORMERLY L3P: 5`r-Fnc YS'TEm 15 TO fXAWD01wdED ` 4E WENDT xN ACCVtDANCE VATH 5C171j5 REMIREd LENTS 'L1JNG =WATER PROPOSED, SEPTIC SYSTEM DETAIL 00 ELEV.aX L^ _d?TIC TANK (T) LEACHING FOOLS (5) 3.`, S L�$. 1.NA'aN"WW tl.}"d,4$diMC M A S !�!W PML 10�S+W aQ fl L AM ��NWMGILS:A., �a° N0. MMS A tlCl - w?} !'L x Q"�".".t F::'$C=i' Z,LU044'N$YCr"b.'rOK 10 M A'dN;'WO Dr PK M R1'6Nld'6YR}ID CCa 409 W49) IUCY 4=WtURM BOW MKS A410 UAM 1"�XA#Ahs Itl1K+"w.a.—i S sab 6d�.vwY .Mak" 4 0.A. a.A W'M"w+�n.}A'41" CC R'1R 4�}"M4Sffi tJ f m&'6Sik 1'm&"Ryp„j p4 W°MM. 8 A1S tWCaM.9�.MwW6' M4�R+rMR'SM�a6&. -N:C 7ALAC AND n%BE S-3.._iz u5a—[S_'- 4 F C: BOARD OF SOUTHOLD TOWN TRUSTEES �? SOUTHOLD, NEW YORK PERMIT NO. 10202 DATE: AUGUST 17,2022 d ,k ISSUED TO: DKJK FAMILY TRUST -- �... PROPERTY ADDRESS: 880 DEEP HOLE DQE 'MATTITUCK SCTM# 1000-115-12-13 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on rest.1772202_ , and h in consideration of application fee in the sum of 251.00 paid by JIC Famil Trust, and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: R Wetland Permit to construct an 852sq.ft. attached garage with a second floor " w recreation aUmedia room onto the landward side of existing permitted dwelling; and as depicted on the site plan prepared by Mark Schwartz& Associates, received on July 1, a 2022, and stamped approved on August 17,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these 1 M, presents to be subscribed by a majority of the said Board as of the day and year first above written. ' .... _ .. _ M p t` C Cj i� •� '"�'w '.P', .' 7Ylu"'i°: ^Gs a^�"nc A�+C �""A 'kS° � Srn w TERMS AND CONDITIONS The Permittee QKJK Family residirr At 880 Deemp Hole Drive M ttituck New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: l.. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5.. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. & That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. 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. NEW SUFFOLK AVE LAND NOW OR FORMALLY r- w MIT= CONSTANCE&PAUL F CONNOR UM ITSOFCLEARINGTOBE NO MORE THAN 20 FROM O PROPOSED WORK AS EL.4 EL 6EL 9 S 87°19'20"E 212.28' EL 10 EL 10 INDICATED - F€PLAN s .__. .E----- -------- ._,...__e. a el 6 DRY 9S t � Cil- Lu i., 551'TO NON TIJRFBUFFER o ce a < t ' c / Ex N 3 €Y �+f, _DRIVEWAYI E E P IIS ALTERED >3 SLE111A o £ \i II +Rz B'dRYWCU,Eeep \ 1 z . DRYWEFl /r \ O W ° j EE K �" EXISTING B'dla.3-de p' ' ' :OIL I N^ J .. ; DRYWELL I [ I K LOCATION I\ 1 STORY PORCH 1266 CU.T\ r ♦_/ \ O 759' " ' HOUSE -' T DOCK i 1 5�,+3`ac1 ` OUF—_$. €.%• V _ _ CENCRE'E i. W '- ., w 16.8' j., 26.4' V/ASHOUTI V! If] I I i Il 4400 "o r B A S I N �I �� /� \ \ \ W PROPOSED _ ; 4 U \Q 2 STORY B'dp.3'd.p/ N z Lu o 7U,$_ 3,(e m DRYWELL I 1 4 g 44,D'TOImb °TURFS"R G, - GARAGE ,u66c11 Fri / �_/zalcu rs�Z W n 6 Q APPROVED BY / .. BOARD OF 1RUSTEES 33,3" TOWN OF SOUTHOLD ZDATE - gp l pZ j' �' _ � .Lai � �— E L4 N 87°19'20'W 187.11 _EL D - DRIVEWAY AREA 3490 SQ.FT _ A,00%RUNOFF.2'/HR:575 CU.FT. j UNDERGROUND PIPE INSTALL(3)Bdl,Sd-p DRYWELLS '^ �. _ TOTAL CAPACITY 633 CU Fr(211-) 0i »MAINTAIN 20m1"I PERAT10N BETWEEN DRYWELLSANDSEPTIC« LAND NOW OR FORMALLY LORRAINE WENDT SITE DATA: m DESCRIPTION: ISQ.FT.ARFA: LOTCOVERAGE: U D .Syi ti�...l rt'Y:a4 rt aax �.I H �oa"ov rte.-x >art u'x F� Q -� oawmu F+u+3 urrmni ep.rt. sz� SITE PLAN SCALE:1"=10'-0' 1 ' MEETS 6 BOUNDS ; 0 €BY:JOHN EHLERS LAND SURVEYOR € DATED:05-21-2014 4_ I ELEVATIONS' EFRENCE N.G.V.D.1929 DATUM FLOOD 20NE ANNOTATED FROM F.I.RM, & FKfi 36103CO492H gg Michael J.Domino,President " so Town Hall Annex John M.Bredemeyer III,Vice-President + 54375 Route 25 P.O.Box 1179 Charles J.Sanders 1W Southold, New York 11971 Glenn Goldsmith Telephone(631) 765-1892 A.Nicholas Krupski ^ Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1427C Date: Deceu fiber 6.2017 THIS CERTIFIES that the as-built 9' " lon b l 5' wade dick extension to flue front orch• as-built.section of 5' lore b 10'4"wide deck extension on alae seaward side of dwellin as-built re lacerruent ofa 10' wide ara a do r with a wall for added livin s ace and for alae as - 00 existin 20'.8'x1(1'10"screetaed�ita orch re laced with walls for added liin s ace onto existing 2 04.uas ,ft. one�sto dweIlin with the condition to a lisle and a etua11 maintain a 10' wide non-turf buffer four ste s of dock seaward,- and install gutters to leaders to dr ells to contain roof runoff; At 880 Deep Hole Drive Mattituck Suffolk County Tax Map#1000-115-12-13. Conforms to the application for a Trustees Permit heretofore filed in this office Dated Ma 8�,,,2017 pursuant to which Trustees Wetland Permit#9041 Dated June 2.1 2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a -built 9' " lon by 1 ' wide deck extension to the front orch• as-built section of .5' long by 10'4"wide deck extension on theseaward side of dwelling; as-buiIt re lacernent of 10' wide axa a door with a wall for added livin s ace and. for the -built exitin .8"x 10'10"screened-in arch re laced with walls for EE s ace onto existin 2 6saft one-stor dwellin ° with the condition to e etuall maintain a 10' wide non-turf buffer frouxu ste s of dock seaward and rto leaders todr ells to contain roof runoff. The certificate is issued to DAVID KRUPNICK owner of the aforesaid property.. Authorized Signature c S 'b 1 .. ." +X&47C,�•" ,^!"J. kr "�+Y +T SfA�^+ L"d�gl�t4 "M}h' v"d.�hUPf.'�h.A�9C°0. val .:N;�7aY°'k:�++°1h,2k""A'.[' ,� •r4PoM@+'�i�� I " a BOARD OF SOUTHOLD TOWN TRUSTEES " SOUTHOLD, NEW YORK � PERMIT N0. 9041 DATE: JUNE 21,2017 � J ," ISSUED T®: DA"V'ID 11IUPNICK 1rKVrV RTY ADDRESS: 880 DEEP HOLE DRIVE MATTITUCK SCTM# 1000-115-12-13 AUTHORIZATION q Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance withthe Resolution of the Board of Trustees adopted at the meeting held on June 21 202017,and in consideration of application fee in the sura of 590.0 paid by David I_ru nick and subject to the Terms and Conditions as stated in the. Resolution, the Southold Town Board of Trustees authorizes and pet nits the following: a Wetland Permit for the as-built 916"long by 15'wide deck extension to the front porch; as- built section of 35'long by 1014"wide deck extension on the seaward side of dwelling; as-built replacement of a 10'wide garage door with a wall for added iiAng space; and for the as-built existing 20'.8"xl0'10"screened-in porch replaced with walls for added living space onto existing 2,304.6sq.ft.one-story dwelling;with the condition to establish and perpetually P» maintain a 10'wide non-turf buffer from steps of dock seaward;and install gutters to leaders to drywells to contain roof runoff;and as depicted on the revised site plan prepared by Mark » Schwartz&Associates,dated June 30,2017,and stamped approved on August 4,2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, " t and these presents to be subscribed by a majority of the said Board as of this date. , 'b rCes J.San - bsent - 405 A. idiolas tK: upski-Absent i� e .°r t _ 9K SMEINE2 Mao RLgbmmr.= 4 3Umj 922ZW 00 o U SCAl E_ _.{ ij Fro,, MAY - 8 2017 D! 0 1c 'ml A-3a f a S 9 ly t' An a " d Uzi lm CD Eg.88m _ - E11 ®EVRmOM mvnm mf. aarrsm -LE .'" •• :T Fes: � Y MAY - 8 2017 r - Lt - —� r 4JTLEI 'To — a PROPOSED EAST ELEVATION w SCALE:1(4"=1' ` Ra i i PROPOSED SOUTH ELEVATION .- SCALE:1(4"=1, i PROPOSED NORTH ELEVATION m SCALE:11,V'=1' Et d3 PROPOSED WEST ELEVATION I, {{pp SCALE:1(4"=1` F P N r W'— z e o Imp X, !fes s v) 0 -0 3 ZZ Wxf r ' 11 Z Aezij ` l I Exisr�vcau�e f5r2H i Jr ` R aft rr t z/, pp;; �y tZ :t�:xi.l3 Zit t4J FI ss- � " 31j t PROJECT NORTH FOUNDATION PLAN SCALE:1/4"=P g �� A-2 II [ o '., � fX:Si3iiG DECK f(yiI �. _ rn � � •X G�h!ENG RCGM f 1 �{ Q' EX t.�n-�Raou F yy v L L-1 - Ex,s�Raou e - .41J0 R�:iA e 6w3: = EX.BEDROOM :X REDROOM ' (D 0 L j O-�PROJECT NORTH FLOOR PLAN SCALE:1/4"=1' - Y j j f Ea Ilw ar T k ZP13I'MEl3' �� A-3 I 'EY OF PROPERTY N kTEo MATTITUCK NEW SUFFOLK AVENUE WA J: 50UTHOLD W - E f. OLK COUNTY, NY 1 2-1 1-2014 s :=NTY TAX# 15 - 12 - 13 cp TO: N d" ck SND NSW cry Fit , i�Y TAN 6 a -NO ica, 03 menthal. FAUL j.co ica,R.A. an Title Ineurame,company E2 k Pale A. envy Inc .s 5 Le X117 D A 6 ; } 4t1� a r o _ c € _ _ Lu c Lu ay o U ,LLJ £4 is a.. �fy e< J ', _s_ _Zss_ Lu O _ _ r 307 _BAMN fie 0 as q LLJLu LLJ j m I - = N 9 ..4 p ♦ ,. L>3 ` o - a1 ? W e o Q `� -- a P ED NEW In Z a "— 2017 LAND NOW OR FpRyfERLY OF: ' MAY - 'N Y LOPPAINE V.VENDT - - ��4 Mft A BOE N 6.V M 1929DATUM OTATED FROM F.L .M,3-1030 21# rouN° JOHN C. EHLERS LAND SURVEYOR =� ADJACENT AREA I �� _ ��=�� COVERAGE CALCULATIONS I � -40 I � INCITING HOUSE— 624;Sq.lft. 6 EAST MAIN 5TREET N.Y.S. LIG. NO. 50202 EX15TING 5TOOF— 6 I Sq.Ft. t a EX15TING CONC.WALK= 152 .q.Ft. RIVERHEAD, N.Y. 1190 I 369-8288 Fax 369-8287 '' TOTAL COVERAGE= 835 Ft. 0-�� longislandlandsurveyor.com ADJACENT AREA— 8, 7 ' TOTAL COVERAGE= - a� a tare c.- 1 tS- ►z- �3 REVISIONS: N E W S U F F 0 L K AVE S-j 1 LAND NOW OR FORMALLY HAY BAY w/ SILT FENCING CONSTANCE & PAUL ,1: ,; bo N CONNOR LIMITS OF CLEARING TO BE00 NO MORE THAN 20' FROM PROPOSED WORK AS EL 4 EL 6 EL 8 S 87019'20" E 212'28' EL 10 EL 10 INDICATED ON SITE PLAN O r---------------------- ---------------------- -- ------------------ 3 / \ 8'dia, 5'deep � � � � ( ) DRYWELL e 6 � T M O N O 211 CU. FT \ l I J z l 1 / FFR i \ , xj O O 62.e9Y P6 z ->> 84.1' � < < 43.8 i � � ..... l 55.2 T ON T RF BUFFER , O a 1 J -n w • y a� i ESC STING GRAY L Q H �s \ ��`� -) � u' i i DRIVEWAY DEEP � N (-,� ( ALTERED �� 00 C H OLE �� O M 8'dia, 5'deep J� J DRYWELL 4 22.3 1 211 CU. FT / \ o' L C R E E K (-�� EX I STING 18 dia,3'deep I SOIL JJ JJ °� 1 STO RY � 1�6 6YCU DRYWELL ` I I � \ LOCATION / � PORCH \ J J 75.9' HOUSE r ► S O % 59.4 TO N TURF BUFFER �1 (� r � C6NCREh`E � DOCK .6' X3.6'/- .6' - O w 18.8 ir1 2'r�.4 WASHOUII STEPS z oho \ 40.0' v m � � r-J-, .6 F- w d- r M _ X \ . Z � � �J� w 0w x � B A S I N N m �� PROPOSED r-A _ _ _ ; W U t1.t Jtn 1> D J-� 1 8'dia,3'deep / \ / \ 8'dia, 5'deep = Q � q i J 7(Y4 LL 2 STORY DRYWELL DRYWELL a F+ 34.0 I I l O i ce 0c 00 Lr) n x �J�, 44.0' TON N TURF B R r GARAGE , 126.6 CU. FT \ / \ / 211 CU. FT z uj d- .0 ?" _ w d" - - - - - - � 1 = 33.3' O N 1 1El,6W T �- EL 4 _ - - - -- N 87019'20" W 187.11 �� L 8 DRIVEWAY AREA: 3440 SQ. FT. _ AT 100% RUNOFF, 2" / HR: 575 CU. FT. DERGROUND PIPE INSTALL: (3) 8'dia., 5'deep DRYWELLS m UN TOTAL CAPACITY: 633 CU. FT. (211ea.) � u >> MAINTAIN 20'min SEPERATION N E 3 BETWEEN DRYWELLS AND SEPTIC« r~ LAND NOW OR FORMALLY LORRAINE WENDT SITE DATA: SCTM # 1000-115-12-13 H uDESCRIPTION: SQ. FT. AREA: LOT COVERAGE: V PROPERTY: 21,056 ACRES 0.483 ACRES O GROUND DISTURBANCE: 7580.0 SQ.FT. N EXISTING HOUSE: 2304.6 SQ.FT. 11.0% H AREA: EXCAVATION: FILL: PROPOSED ADDITION: 889.2 SQ,FT. 4.2% Q ADDITION: 34 CU.YD. 22 CU.YD. EXISTING EAST PORCH: 250.1 SQ.FT. 1.2 DRYWELLS: 24 CU.YD. 27 CU.YD. u SITE PLAN ® EXISTING WEST DECK: 471.5 SQ. FT 2.3% U x SCALE: 1" = 10'-0' TOTAL: 3915.4 SQ.FT. 18.7% MEETS & BOUNDS �,��RED ARC,S� BY: JOHN EHLERS LAND SURVEYOR �O� ,��`Vscy� DATED: 05-21-2014 ! c)� DRAWN: MH/MS SCALE: 1/4"=1'-0" � JOB#: ELEVATIONS REFRENCE N.G.V.D. 1929 DATUM -9 + 02N 39 0 February 07,2018 FLOOD ZONE ANNOTATED FROM F.I.R.M. T� �O SHEET NUMBER: 36103CO482H OF . 1S REVISIONS: Li HIIIII IIIIII. I.I. 11 zo o W wz to 0 0 EIF-]F� F F-1 [:IF-][:]r-][:][-] E I F,-,,' I I F1 0 EIF-]E] o 0o a � it lilt 111111, 11 1111 11111 1 1 1 o ' o w , PROPOSED EAST ELEVATION o SCALE: 1/4" = 1' Q w O U W � 0000 F' 00 0 N v V � v wccux �csU r i H 111 N v � v o D H o U D N �J[U� �00L --J 17i yy �oL _- 0000 0000 - o00 - o00 000 R E C F V I N DRAWN: MH/MS SCALE: 1/4"=1'-0" PROPOSED NORTH ELEVATION * _- i'�N * JOB#: 4" = 1' 3 9 February 07,2018 SCALE: 1/4" J� ySHEET NUMBER: OF N E� A— REVISIONS: C a pz o cILH d a w o � w a - a EH w C) � o0 C CI, Hill I 111111 11 � � � � C , C ClC C , O C I IF= w PROPOSED WEST ELEVATION o o SCALE: 1/4" = V Q w v O U W � Q 0 r+ N v i m m o X � � v X O u c--I u . 00 Ln V CZ in c°pv v v F 117-7177 w � CCC CDD - - O CJ a H W V _ � O d x RE D A \5� E R \J I N sc cti% DRAWN: MH MS PROPOSED SOUTH ELEVATION * �� !� "; , � fv SCALE: 1/4"=1'-0' JOB#: SCALE. 1/4" = 1� {N�� 022�g Q� Feb07,201BE �(. SHEETNUMBER: OF NE�� a REVISIONS: �.- - - - - - - - - - - _ -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � i I / w / Q EXISTING BASEMENT / O / / / i i ' �D B i / p > � 9,-10" 1012 8'-3" 81/" #5 REBAR @12"OC / Q -r &@FTG.(lYP) / 10=01 x C)\ I : - �D 00 ° ----------------------- ---- I � I /I I / —1----/---- ----- -----2-----`----- -----1 / Lo #5 REBAR @12"OC #5 REBAR @12"OC &@FTG.(TYP / &@FTG. XP) ' ' ' \ 1 107 I D I Ni d 00 41 ++ ..------------------------------------------------------J X ' 1 ot: 1 O e-r va .v . . v 4 pa .o . v 4 pa .v M O . • I v r-1 U LCA 4J '" 1 • I @� 4X4 POST, ' �-'-- (2)2X6 cf) Cn m .� t\�1 5f-4 ..s~ fi Ilo 01Ln I It MN O v I • I i 1 O W A A I I o -i GARAGE N FOUNDATION PLAN r~ I I U • `�' 1 O 1).8"THICK POURED CONCRETE FOUNDATION, 3000 psi.TOP OF � FOUNDATION TO MATCH EXISTING(VIF). (f} ' SCALE: 1/4�� = 1 • i 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO C i i REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). W 1 a 3).4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC OVER 2" S N PROJECT NORTH (MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) ' FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND E V DOOR APRON. 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES ' I TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. 0 4i 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0"OF CORNERS, c `--------------------- --------------------------------------------------------------- - INTERSECTICNS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A • v a v c v a v c �� .s i MINIMUM 7'IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO -------------------------------------------------------------------------------------------- , BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. \�,SEREDgRc 1 5'-31/2" 20'-3" 5-31/2" ,30'-10 * '�: �� DRAWN: MH/MS Ae SCALE: 1/4"=1'-0" N ' JOB#: a tKwio 22339 Q- February 07,2018 B ' SOF NE �O SHEET NUMBER: A-3 REVISIONS: �71 EXISTING DECK EX. DINING ROOM EX. LIVING ROOM � z � a EX. MASTER BEDROOM a w O w Coo c EXISTING KITCHEN -0- EX. oEX. BATH ' o I EX. BEDROOM 1 e •----------- e I 1 � Li 2'-0" I I I I I 1 I I I I 0 w I 1 I 1 EXI WG -----------• B WALK-IN CLOSET �~ Q „ EXISTING �' � � � a W 9 -10 LIE MASTEf� 1 X. PORCH EX. BATH � � Z 1 1 �`/J w 5j0" 40-10$p BATH 1 ----------- 01. ------ H W UU16 + W c Qn o � B'0 H C C �'' 0 3 2X1 HD I W/D i Li ( ) 0 R 1 1 EX. MUD RO M I 1 I 1 M ------------ - -__---__---_ --_ EX. BEDROOM EX. BEDROOM 1 1 ' 45min FIR RAT�D 0 L L DOOR PER CODE -- ------------------------------ a 00 ujN Ce O - O O ('n X Cn m O M w xV 0 v (2)2X10 HDR P� o (3)1-3/4X14 ML " ¢ a 4 in FIRE ED R, w @j 9'-4.1/2" 20'-61/2" D RPE ODE -__-- -- O Ln °j —jil rz U 1ST. FLOOR PLAN N A A SCALE: 1/4" = 1' i~ W o a GE rn o X X M PROJECT NORTH W N N M � � GARAGE Lo 1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. v U ------------- 12'-1112_4EILINQ________ ------------------- 2. EXTERIOR SHEATHING TO BE 3/4"THICK FIR CDX PLYWOOD.INSTALL O cV GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). WALL LEGEND 3. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS �► i 00 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK r--------------' WALL TO BE REMOVED [V STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH `---'--------- H SIDE FOR MICROLAM HEADERS. � EXISTING WALL 4. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS CC (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,2 /I FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. NEW WALL o PER CODE. (� x NOTE: 5. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL ' APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING "N [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4 =4-",2X6=6"] \ 94 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �1 6. INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING. DIMENSIONS OF NEW WALLS ARE FROM STUDS DOOR UNDER STAIR AND TO HOUSE TO BE 45min.FIRE RATED WITH [EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] i STEEL JAMB AND SELF-CLOSING HINGES. (2)1-3/4X20 ML w/V STEEL HEADER I 20'-0" ,5�'RE D A, ,o IN 15 -5 15'-5" 4 ' ,7 * <0`- -I DRAWN: MH/MS N * SCALE: 1/4"=1'-0" 30'-10" N 5 JOB#: 00-> Q- February 07,2018 B ` OF N E��O SHEET NUMBER: REVISIONS: - '^ ------------- . _ . , I ---------------------------------------------------------------------" r----------------------------------------------------------------------------------- I 11 II I I I I 11 Ir r1 11 11 11 11 II II I , II 1 , rl Ir 11 11 11 11 II II 11 1 , 11 11 11 11 II 11 II , , 11 II 11 II rl II 11 11 I 1 r 1 II rl Ir 11 Ir r , 11 rl 11 11 11 11 11 11 I , z11 11 1 1 1 1 11 11 � a II 1 , rl I , 11 tl O r1 11 W 11 11 11 11 h 1 I I I H rfF'J-ii 11 11 T/1 I 1 1 I 11 11 1 1 1 1 1 1 1 1 11 11 II 11 II 11 II 11 1 , 11 11 , 1 1 , 11 11 11 II 11 11 , 1 11 II 11 II 11 11 II 11 r1 11 II 11 1 , It 11 II 1 , 11 11 II II II 11 II 11 Ir 11 1 I , 11 I I 1 1 1 I I 11 t1 � 11 1 1 1 1 1 1 1 11 II 1 , 11 ` B i II rl 11 11 W rl Ir 11 II Olt II 11 1 , II O 11 1 1 , 11 >, r 1 5 —2 I I 25'-8" r + 1 14'-3" C C o DECK 5/4"DECKING ON ACQ SLEEPERS LAYOVER EXISTING ROOF OVER EPDM,FLASHED.EPDM TO —, TIE INTO ADDITION. ATTACH TO 3/4"T&G EXT.SHTG. — DECK TO LAYOVER ROOF 1 ' ' ' h-�'-1 00 E + ON 2X10 TAPERED JOISTS.ALL w/2X ACQ SLEEPERS08 POSTS TO BE FLASHED.INSTALL EPDM,FLASHING AT NEW CABLE RAILING PER OWNER. ROOF INTERSECTION FWG30611S-60611R 1 71 1 , 11 1 , 11 (3)2X10 DF#2 HDR i ( 74"/4 L M ER D I I I I I I 1 1 1 1T 1215" 1 1 I I 1 1 Ip I I 1 I 1 I I I I I I 1 : I II I I 1 1 I I I � I I I I 1 O nNMi LL ; 3'h HALF WALL N v x M d+ O Ej x v U u I 1 0 x 0 } 1 1 „ wU 10 —4 � "cs' In v I p °' 00 „u A MEDIA ROOM' A oWJ 00 1 1 00 U I 1 I 1 u m iCATHED�A�"CEILING Q 2ND . FLOOR PLAN � Uj ON � v N o o M SCALE: 1/4" = V N 0 ; x , , xco N 1 1 N W I 1 S N PROJECT NORTH - C14 i i N E (~ CO , , (SJ I I I 1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 00 ' ' 00 2. 3/4"ADVANTECH SUBFLOOR CJ 1 + 1 I 3. EXTERIOR SHEATHING TO BE 3/4"THICK FIR CDX PLYWOOD.INSTALL WALL LEGEND O� V)GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). V) I I nC ---------------- a -------------- 2 4. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS °--------------- WALL TO BE REMOVED �y In N 1 1 N In UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK aCJ U- M STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH N p I p FOP, EXISTING WALL v m I I 00 SIDE fOMROLAM HEADERS. [—� 5. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS NEW WALL Q' s m \ (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE, NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 6. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE (�3)1-3/4X11-7/8 ML HDR [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6 =6"] APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DIMENSIONS OF NEW WALLS ARE FROM STUDS 2-TW3046 7. INSTALL SMOKE/CO DETECTORS PER CODE, j EXT./INT.:2X4= 3-1/2",2X6=5-1/2"J 15'-5" 15'-5" 30'-10" ED ARC �V 1N s tij� � �. cy B * "rDRAWN: MH/MS N SCALE: 1/4" w N JOB#: A --- "� February 07,2018 9�F 2233 �0 SHEET NUMBER: OF N E\N A-5 REVISIONS: ---- -------- -------- -------- -------- -------- -------- ----�-- --_- / �\ ---- -- --- --- ---- --- ---- --- ---- ---- ---------- ---- -- --- / ------- - / / - -- ---- --- -- - -------- -----/- --- ---- --- --- - ----- ---- --- ------- -- -/ ------ ------/ 7- It -- _- -------- -------- -- -/, / 11 / II / II / ri Z-- --- 1 I/ 11 II I r _ _ _ 4 II / II II II 1 1 00 00 ------------------------ / I it r C II it II 1 r_____________ ___ I ' 1 I , wi DECK RR @16"OC I I " I II II I AREA:82.4 SQ.FT. I AREA:24.0 100%RUNOFF:2"/HR: i i 100%RUNOFF: 13.8 CU.FT. I 4.0 CU.FT. I II � 1 I I i I I I I / 1 I•f C] I ------------------------ i__-------------------------- ------------ ------------------------------- ----------------------------- ______---_____________________________i_______________ _-----------___________________------------- , i It/ o I1 N v G 1 V ' 1 I 'A I ,/ 0 mm e-� � 4+ o" O --- ---- ----------------- --- ---- -------- ------- /- I I O X 0 m v I 0 00 lu 1 ' I rq I � , Ux en r v I I 12 zt 1200 1 C E ICA to ' I ( 12 I I , O w 1 RR @16"OC I 4 Q I i 1. INSTALL COLLAR TIES UNDER RIDGE AT 16"O.C.(SEE SECTION A-A) I I vA I I( v 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. 0 I GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. I H I Ind 3.i I I g w g 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc 1N CEILINGS ' I I (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, W 1 I AREA:532.6 SQ.FT. w w AREA:532.6 SQ. 90.0 CU.FT. FT. I ; FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. H 1 100%RUNOFF:2"/HR: d` J 1 I n O re10 100%RUNOFF:2"/HR: ' PER CODE. I I 90.0 CU.FT. V ' i `✓ i ' 4. APPLY 3/4"THICK FIR CDX SHEATHING OVER ROOF FRAME. O N N i ' 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. ROOF PLAN- 7. v 6. USE ICE&WATER BARRIER UNDERLAYMENT.ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS SCALE: 1 N I/2X1 m I i i WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 1/�tt I 1 RR @16 i 1 8. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING W Q' MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 12 12 ; UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE S N PROJECT NORTH 12 I ; WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS V COMPLETE. E I I I i 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT I I I i LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. I2XIO DF#2 RR 016"10Ci i USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA ; RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. ' `-------------------------------- - -- ----- ----------- ------------------------------_ ' CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO •-------------------------------- ------------ ------------}------------------------ EFZEDq CONCEAL VENT. N'o RC 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. ��C/G \J uN `SCAy DRAWN: MH/MS * ` 1 N * SCALE: 1/4"=1'-0" I JOB#: February 07,2018 B 22339 0 SHEET NUMBER: OF NE A-6 REVISIONS: 1-3/4X14 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ML RIDGE 12 2X4 @ 16"OC 12 2X12 LAYOVER PLATE(fYP) (3)1-3/4X14 ML w/(2)3/4"STEEL 2X6 16"OC G R�e6.0 ?1�0OF 12 OF�2 #�R 6 C I , Lo Nr r � i O i ' p 3'h HALF WALL I N F� 3/4"SUBFLOOR 3'X3DECO __t 14"TJ1560 WOOD-1 FJ @16"OC — - - — BRACKET M---i 45min FIRE RATED '--p DOOR w/STEEL JAMB, f IM Fffi Fffil FBI] �--`-- SC HINGES(TYP) I 5/8"TYPE-X FIRE RATED � N SHEETROCK ON WALLSEll &CEILING --,+ o El �--� I 2X6 ACQ SILL PLATE TERMITE SHIELD SILL SEAL(fYP) e p 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC s " 8"PC WALL I OVER 2 (MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S)FOR DRAINAGE.1/8":12"(MIN).NOTCH 2" DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE O y INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON. Q 16"X8"CONC.FTG. SECTION A-A.p i i V ' (2)#5 REBAR SCALE. 1/4" = x p H 00 F, 00 00 1-3/4X14 ML RIDGE 2X10 DF#2 RR T-FL .016-OC (3)1-3/014 ML w/(2) 3/4"STEEL RIDGE 0 2 6 J 1 'OC N d c� c� X U Pa � T O .� O X0 X1 DF#2 RR' 16"OC0 v � r+ u U M Ln U 00 cu o � w I 3'h STAIR WALL 00 O 3'h CABLE I RAILING N WALL AT ROOF M W INTERSECTION 3/4"EXT.SHT. 3/4"SUBFLOOR — - _ EPDM 2X ACQ,6"OC 2X10 @16"OC -------' 14"TJ1560 WOOD-I F1 @16"OC O 5/4 DECKING ---- -- --; -- - - I (3)1.3/4X14 ' ---------FLUSH 5/8"TYPE-X FIRE RATED SHEETROCK I I ON WALLS AND CEILING i I I I 45min FIRE RATED I DOOR w/STEEL JAMB, ----- SC HINGES(rYP) - LN DG. RED a, •. • ♦ •. • ♦. ♦ ♦. • •. • •. • •. ♦ •. a, �� VIN qRC�/ .. . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . c 8"PC WALL '.• 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC ., p OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TOVia, X70 DRAWN: MH/MS SECTION B-B n OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN).NOTCH 2° — - — 1 I N DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE '' SCALE: 1/4"=1'-0" i i V 16"X8"CONC.FTG. INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON. NA �> � JOB#: SCALE. 1/4" = (2)#5 REBAR �� ' 22339 �Q� February 07,2018 OF N E`N.� SHEET NUMBER: —7 REVISIONS: CARRY ROOF LINE UP TO MEET DECK WALL.ATTACH TO 3'h RAILING 2X12 LAYOVER PLATE OI 3/4"EXT.SHT. 2k8 @16"oC EPDM 2X ACQ,16"OC . 5/4 DECKING F5/2X1702 2X12 LAYOVER @16"OC TAPER TO 7-1/4" EXISTING ROOF __ PLATE P L ' 8"TYPE-X FIRE RATED STUD WALTO U SHEETROCKON WALLS DECK E 1 AND CEILING - � W Fal FE FE FE U EX15TING EXISTING N U U a Z p 4"CONC.SLAB o REINFORCED B"PC WALL SECTION C-C. 16"X8"CONC.FTG. 11 1 = � SCALE. 1/4 w (2)#5 REBAR Q TWT� V1 O � � Q 4" 24"OC 4" o U • / 0 / 4" • / • / j4" • • • • • WWj I I i I I I I I 00 0 I I #10 STAINLESS STEEL OR GALVANIZED 1 1/2 ( 1 ( ZE • ( 1 ( • J ( 1 • l `•• I 1 • I ' 3 1 1/4 f WOOD SCREWS ED / LAV WASHERS @ 12"O.C. ( ( W.C. 3, 11 I I I I I 1 1 12"OC ( IF.A.I. I FI ( I ( I I II 12"O.C. 12" I • I I • � I I � I � ' � � I N v •Q ` ! 1 • l ` I I — I + 3 11/4 m d o I I I 1 I I I SHEATHING�DD V I' 1/2"APA RATED SHEATHING I I I I I I { I C•O. p � '� QJ GRADE PLYWOOD I I I f I as m O �^ (ALTERNATNNf:7/16"O.S.B.) I 1 I • j 1 / • r '•s I • I I 1 I,• O U O s..' • I I ' I I I GRADE PLYWOOD 1/2"APA RATED SHEATHING 4 (ALTERNATNNE:7/16"os.B.) SLOPE" 1/4" PER FOOT HTODRAIN — 2 w 'Y TOAPROVED 4 v ( I • s •• ' • J • 4"C.I. SEPTIC SYSTEM TRAP HOUSE 1 #10 STAINLESS STEEL ' I ' I w OR GALVANIZED I / 2X4 DF#2 ' I ' I I ( ' I V epi 1 STUDS ( ( M , WOOD SCREWS W/ Q! TYPICAL WINDOW OPENING WASHERS @ 12"O.C. /• ( ( ( O•/ J d+ I 1 WINDOW SILL • • •• ' I • • N ( PLUMBING SCHEMATIC IS � ~� (LESS THAN 4'-0X8'-0"OPENING) ( � #10 STAINLESS STEEL OR i~ ' I II I II I I I I I I WOOD LSCREWS W/ N .T.S. Q I I I • ( ( ( l ( WASHERS @ 12 O.C. TYPICAL DOOR OPENING • • ®MULTIPLE PLYWOOD ASSEMBLIES • (LESS THAN 4'-0X8'-0"OPENING) 2-2X4 DF#2 STUDS CONNECTED W TOGETHER WITH STAINLESS STEEL \ �' OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. U TYPICAL MULTIPLE OPENINGS 0 (MORE THAN 4'-0X8'-0"OPENING) PRESCRIPTIVE DESIGN PER R402, 2015 IECC: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FLOORSPACE R30 CEILING 49 H R-VALUE R-VALUE: AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 2� *EXCEPTION FLOORS: FENESTRATION G WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 il+ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO TOO SMALL u COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. GLAZED ,Y, SLAB (HEATED) (2'PERIMIETER): R10 FENESTRATION NR ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �i SHCR: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. FRAMED WALL SKYLIGHT R-VALUE: R20 U-FACTOR: 0.55 BASEMENT WALL (CONDITIONED SPACE) 15/19 R-VALUE: \.SERE D c� v IN 7 DRAWN: MH/MS SCALE: 1/4"=1'-0" * JOB#: N� `' February 07,2018 0 339 Q- SHEET NUMBER: fop N ESN�o —8 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° • RAFTER WALL STUD ENDWALL CRIPPLE STUD U , 01 BOTTOM PLATE p RIDGE BATHTUB ° HEADER ED LEDGER DOUBLE JOIST SIDEWALL I " V�� RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND METAL STRAP � LOCATED BY CONTRACTOR CRICKET AT TOP—SIDE OF VENTILATION CHANNEL l Q RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN U VENTILATION WOOD JOIST �D SIDEWALL FLASHING Pool FOUNDATION TOP PLATE ' FINISH WALL AND MOISTURE BLOCKING0 x4LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST Q AND .ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ' ' SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' 8" — 12" RAFTER RT20 1-1/8" x 209a. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ol KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ' ROOFING LAPS BASE t�W ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING MTI Q SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT a WOOD JOIST � P PLATE U TO T H W U GIRDER/HEADER Q SIDE WALL FLASHING H 1ST. FLOOR WALL SAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST00 [ , AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD °O FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLfCATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS RIDGE VENT F / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" — 16" MSTA48 1-1/4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS / 9 CONNECT OVER OF ROOF ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD -------------- 0 DB L. SILL PLATE TERMITE SHIELD f SUB FLOOR N v SILL GASKET WOOD JOISTS m v u cn G o / a, M ' NEOPRENE - o CONC. SLAB 2x6 /2x8 CONTINUOUS WOOD PLATE Ra cn o T`fP. CONC. FOUNDATION A GASKET +, ,U C 6 MIL. POLY - V r' DAMPPROOF EXTERIOR GRANULAR FILL . � BOLTED TO STEEL BEAM WITH O x p EMIL POLY ON EXTERIOR V \, ' ( 1/2 " DIA. BOLTS @ 48" O.C. STAG. �' E% ° V STEEL COLUMN p �. ; ' Ln A d I ° 4 o, -o \ ROOF JACK `� ' O Cu � - �' ° 1 ' STEEL BEAM u CONC. SLAB 'p ° ' a ° /� o \.p �r ANCHOR BOLT EMBEDMENT: I I �� v m V) V COMPACT FILL ° r B�OCKDWCOLCRETE: 15 �+ ° 4" x 1/4" x 8" STEEL •� o ROOFING LAPS . TOP AND BOTTOM PLATE U M ° - ° Q ° p FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING r ° �` \ A•p �, A CONC. FTG. 'p Q'p C o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT N � v (L �� W „ SP LB PS58 OR B P583) 0: 4 ANCHOR BOLT CONNECTION i I I 3" STEEL COLUMN p DRAIN TILE REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT i I I 10 KIPS SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL � TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" C ONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC UUU SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL I r SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST N COMPACT FILL ' DOOR �— I USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB ' /. W/ 6X6 WMM I SLOPE ' P.T. PLATE 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT r , 1/2" AIR SPACE �`� < < ° ° (WITH A NAILING PLATE IF NEEDED) U_ AT END AND q• p ° o ° ;e ° , TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD 4N STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ' "--n-- -"«---""' BEAMS T I o ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) G ° Q 6X6 W.W.M. - - - •+ - - - - ° —ail 12" MIN. ,n 11.p `1•p A., ° �`� NOTCH BEAM FOR MUDSILL F REQUIRED -- MAXIMUM —_ p ° '^ I LL� —SUB FLOOR REINFORCING BAR —NOTCH EQUALS 1/ OF BEAM �F s, 4 DEPTH ° D ,a REINFORCING BAR �o o I I�I I 01ST ► L• • • d _ ° . D ► ° _ DRAIN TILE 11-- I �• i + a \ ° O ° O ° 12" '° s° SHEET METAL / 30# FELT UNDER BEAM AT POINT � ° ° I— �TEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK _tTi_ — —ii ii li� o•e 3" PLATE (BOLTED TO BEAM) -�EREDgR TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARSTHICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. '�� SC' �� 3" MINIMUM BEARING SURFACE FOR WOOD BEAM y DRAWN: MH MS GARAGE DOOR BLOC KOUT LL 0 y C� SCALE: 1/4"=1'-0" �• � s�`"= � � #: BEAM POCKET JOB t N * February 07,2018 .A SHEET NUMBER: 0 2339 Q� �0F E��O IN -9 REVISIONS: NAILING SCHEDULE YS CODE: 2010 EDITION NPLAN CONTENTS: Ci WIND FRAMING NOTES F FRAMING ENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO T WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOP PLATE 10'WALL: 4-Sd COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACHTOE-NAIL for generally/ accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 -16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TOPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION W n Dor schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z 5). Refer to the Window and o s e4- 16d COMMONZ INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO " FACE specifications and applicable codes. Type I exterior sear was with a minimum of woostructural paneon e exterior 2 - 16d COMMON 24EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's s a H P PP hlliif 716 inch wood tl l thti STUD O.C. NAIL Sym.: w �" attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS H gypsum P 16d COMMON SMOKE & CO2 DETECTORS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and' Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewalf lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 6 SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: - concrete or masonry walls occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES W be installed with #5 re-bar, 18"long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on rade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. d COMMON @ 12" O.C. O p to be minimum 3-1/2 inch thick. Al! fill to be compacted to 95 /o relative density with g 3 • 16d COMMON NOTE: 2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" 0.01 8d COMMON @ 4" O.C. SEE NOTES: 13 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install oneattached with the above requirements. TO BEAM 3- 16d COMMONJOIST NAIL Z 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3- 8d COMMON PER TOE x U TO BEAM JOIST NAIL a° 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ~ W � N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END q 3 - 16d COMMON the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAILoH 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, to a BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. °O 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2- 16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F SHEATHING:ING: 2)• Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For framing members with 0.42<G<0.49 the nails spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 g P g 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: LOCATION Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATH1NG: NAIL SPACING NAIL SPACING AT INTERMEDIATE o SHEATHING NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. LJOINT DESCRIPTION m m o Ledger to be fastened to building with 1/2„ dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. NOTE: 2 FOR PANEL FIELD X U GYPSUM 7 O.C. EDGE o n, .2 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS m a, m o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 Ci � - 6). Concrete piers shall be a minimum 6" above grade. x o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: w openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES v g ( ) P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored 0) M W openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � and blocking where applicable. QTY. SPACING 5 40CZ U 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM - SBC ) g g q Ln U m anchors where applicable to all connecting joists. PLUMBING NOTES be used. •� �, 7/16" OSB 6d COMMON 3" O.C. EDGE N W v P ) P ) g g P PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w 3 6). Double a floor joists under walls that run parallel to the floor joist and under bathtub!. 1). All water supply, draina a and venting to be installed as per N.Y.S. Residential 4 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 2 . Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o ) �' P Y g Y P PP FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1}.PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers; running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. V HVAC SYSTEM NOTES 8d COMMONW p 1" OR LESS 12 O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists v� under all bearing walls. NOTES:� as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. 1-4 needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 94 equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. rYy shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. t�~rr adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates, shall be used to maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )• SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted to have regular 1/2" sheetrock. All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. �EFtE q 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. Gig EV IN RCy 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 4�i �,�� Scy�� approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM � y (� >F ' °'� DRAWN: MH/MS N * SCALE: 1/4"=1'-0" torch down type materia over. �'ir -4 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to )OB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. �� 33 ��- February 07,2018 OF N EW O SHEET NUMBER: A- 10 PROJECT NAME/LOCATION: 59 4& KRUPNICK RESIDENCE 5d I �tf "ADDITIONS & ALTERATIONS" As-Built Amendment to Permit # 50134 T 880 Deep Hole Drive Mattituck, NY 11953 EXIST. DECK Town of Southhold — — I ARCHITECT: I � //1I' „�sAVIV F� ° ° t .d .E'1.1 °'° I ARCHITECTURAL COLLABORATIVE, PLLC L°— 687 OLD WILLETS PATH HAUPPAUGE • NEW YORK • 11788 631.793.9684 ° I rkent.tkac@gmail.com ° ..d a A. J Ia aI. e d a ° 4.4 EXISTING BASEMENT dI I I . I I d ° d e e' 4 44d de EXIST. DECK/ `n PORCH ° . °d ° 4 ° I �-10 1/2" 8'-3" 8 1/2" I #5 REBAR @ 12" O.C. @ FTG (TYP) EXIST. DECK/ I I - - - - - - - PORCH ° Ad I = I I e. e l N la el ° o e #5 REBAR @ 1 2" d O.C. @ FTG (TYP) d e e e °d I LL:�U I °d X w I N - - - - - - - - - - - - - - - - - - -r e — N �o NEW DECK/ OSLAB POURED OVER FOUNDATION WALL I Ln PORCH m - - - - - - - - - - - - - - - - - - � I — — —(2) 2x8HDR d °. I-- -- - - - -- -- - - - - - - - - - - - - - - - ed - - - - - - - - — _j a — — — — — — — — — — — — — — — „ L2xG F.J. I NEW 10" x 3'-0" MIN BELOW 4 x4 POST (TYP) N=II @ I G" O�I °" I— — — — — — GRADE POURED CONCRETE PIER FOOTING (TYP 3) FOUNDATION NOTES: II I I . 8" THICK POURED CONCRETE FOUNDATION, 3000 PSI. TOP OF ———— — — FOUNDATION TO MATCH EXISTING (VIF). 2. FOUNDATION TO HAVE I G"X 8" CONCRETE (2X4) KEYWAY IN 4"x4" POST (TYP) 5'-G" FOOTING. FOOTINGS TO HAVE (2) #5 CONTINUOUS REBAR. 9 2 20 4 I 15 0 ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM c� 3000# CAPACITY). I 3. 4" CONCRETE SLAB REINFORCED WITH GXG 10/10 WELDED WIRE FABRIC OVER 2" (MIN.) SAND ON G" GRAVEL. SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR DRAINAGE, 1/8": 1 2" A REVISION 1 ,AS-BUILT 2024.07.09 4 I (MIN.) NOTCH 2" DOWN AT DOOR OPENINGS. #5 VERTICAL I AMENDMENT TO PERMIT#50134 REBAR TO BE INSTALLED AT WALL @ I G" O.C. INTO SLAB AND = I I DOOR APRON. REVISION: DATE: GARAGE I I 4. PROVIDE 2XG ACQ. SILL PLATE UNLESS OTHERWISE NOTED. ° I N SLAB-ON-GRADE I SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SEAL: SHIELD AND FOAM OR FIBERGLASS SILL GASKET. RED A 5. PROVIDE 5/8" DIA. ANCHOR BOLTS AT 3'-0" O.C. AND WITHIN Cyr 1'-0" OF CORNERS, INTERSECTIONS AND SPLICED JOINTS. 5 X\ ANCHOR BOLTS TO HAVE A MINIMUM 7" EMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO BE ATTACHED TO SILL e I PLATES WITH 3X3 SQUARE WASHER AND NUT. (P �r I . I 9� 027892 yp FOUNDATION PLANS COPYRIGHT©202 fop NEB A-3 SCALE: 1/4" = 1 '-0" \ DRAWING TITLE: 1 II I FOUNDATION PLAN L - - - - - - - - - - _ - - - - _ - - - - - - - - J e I THIS AS-BUILT DRAWING IS PROVIDED AS AN ° AMENDMENT TO THE PERMIT APPLICATION ON ° . _° 'd ` FILE (#50134). REFER TO ORIGINAL PERMIT — — — — — — — — — — — — — — — — — — — — APPLICATION DRAWINGS FOR BALANCE OF CONSTRUCTION DOCUMENTS. 5'-1 1 " 9'-0" I'-0" 9'-0" 5'-1 1" 10 �t�O VF DATE: DRAWING NO.: I y D 30'-10" 2024.07.09 JUL 1 6 2024 DRAWN BY: BMF I JBR m BUIi.DING DEFT. TO'N)N -)F SOLM101 Z. PROJECT NO.: 23.64 PROJECT NAME/LOCATION: KRUPNICK RESIDENCE "ADDITIONS & ALTERATIONS" As-Built Amendment to Permit # 50134 880 Deep Hole Drive EXIST. DECK Mattituck, NY 11953 Town of Southhold ARCHITECT: ARCHITECTURAL COLLABORATIVE, PLLC 687 OLD WILLETS PATH EXIST. DINING ROOM EXIST. LIVING ROOM HAUPPAUGE • NEW YORK • 11788 631.793.9684 rkent.tkac@gmail.com EXIST. MASTER BEDROOM EXIST. KITCHEN o � 0 nO EXIST. ,o a BATH EXIST. BEDROOM e I o 1 EXIST. MASTER EXIST. BATH WALK—IN CLOSET ol EXIST. 5'-0" II I BATH ® b O 0 Y00 N 8070 SLIDER W/V �i (3) 2x 10 HDR. 2x I O PJ @ I G" O.C.. EXIST. PORCH EXIST. MUD ROOM " N I'-10" EXIST. EXIST. (3) 1-3/4" x 14" ML 30G8 NEW. PORCH BEDROOM BEDROOM — — CONT. HDR FLUSH CASED OPENING — - - - - -- - - — - - - - - - - - - - - - - - - - - - - ADDITION LU Lni0 `t1(n - I� UP I n i= (2) 1-3/4" x 1 4" LVL � I I c iLU N o : `n CONT. HDR FLUSH (2) 2x8 HDR. m I I m o 0 — — — — — — — m G680 CASED OPENING 2G80(2) 2x 10 HDR. 2G30 I DN (2)2x8 HDR Lp - 30G8 5/8" TYPE 'X' GYPSUM (TYP.) j j cn 7'-4" UNDER STAIR, GARAGE CEILING, I I I NEW STEP TO FIRST FLOOR NOTES: AND SEPARATION BETWEEN i GRADE PER CODE I . EXTERIOR WALLS TO BE FRAMED WITH 2XG DF#2 STUDS AT I G" GARAGE AND RESIDENCE I O.C. 45 MIN FIRE DOOR I 2. EXTERIOR SHEATHING TO BE 3/4" THICK FIR CDX PLYWOOD. ALL NEW ELEMENTS ARE DESIGNED TO MEET THE W/SELF CLOSER INSTALL GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). STRUCTURAL REQUIREMENTS OF THE 2020 NYS m0' 29'-1 1" i PER 1 5-0"CODE ' 3. PROVIDE (3) 2X 10 DF#2 HEADERS OVER ALL BEARING WALL RESIDENTIAL BUILDING CODE. NEW SHEAR WALL m OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 ELEMENTS ARE DESIGNED INDEPENDENTLY FROM THE FT. TO HAVE (2) JACK STUDS ON EITHER SIDE OF OPENING. EXISTING STRUCTURE. EXISTING SHEATHING AND BRACED z p i z o _ PROVIDE (3) JACK STUDS ON EACH SIDE FOR MICROLAM WALLS ARE TO REMAIN AND ARE CONSIDERED Q = �i Q = N HEADERS. COMPLIANT BASED ON THE TIME OF CONSTRUCTION. AAMENDMENT REVISION 1 AS—BUILT 2024.07.09 z � o z — 4. INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, ETC. IN TO PERMIT#50134 z N - O U z cx `n CEILINGS (MAX. I O' O.C.) AND INTERSECTING WALLS, Q m NEW GARAGE �'0 Q m N LOAD-BEARING WALLS, FRAMED CHIMNEY/ DUCT CHASES, HANDRAILS AND GUARD RAILS (TYP.) REVISION: DATE: CEILING AT + 12'-I I/2" O�� VENTS, PIPE PENETRATIONS, ETC. PER CODE. R3 1 1 .7.6 HANDRAILS SHALL BE PROVIDED ON NOT LESS N UI� 5. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH FOUR SEAL: UPGRADES WHERE APPLICABLE. PROVIDE DEBRIS-PROTECTION OR MORE RISERS. BRED ARC, PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE g"� IMPACT GLAZING. R3 1 2. 1 . 1 GUARDS SHALL BE PROVIDED FOR THOSE ♦ �p,RD S G. INSTALL 5/8" TYPE 'X' FIRE-RATED SHEETROCK ON WALLS AND PORTIONS OF OPEN-SIDED WALKING SURFACES, :� n� c\ I I CEILING. DOOR UNDER STAIR AND TO HOUSE TO BE 45 MIN. INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE FIRE-RATED WITH STEEL JAMB AND SELF-CLOSING HINGES. LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN m I Q 3G INCHES HORIZONTALLY TO THE EDGE OF THE OPEN N�A 0?7$92 SIDE. "9j� " x I FIRST FLOOD PLAN of NEB ' z N R31 2. 1 .3 GUARDS SHALL NOT HAVE OPENINGS FROM COPYRIGHT©2024 Q m N A-4 SCALE: 1/4" = 1 —011 .`\\`, THE WALKING SURFACE TO THE REQUIRED J = GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 DRAWING TITLE: INCHES IN DIAMETER. 1ST FLOOR PLAN 1 CONT. (2) 1-3/4"x 20" ML W/ I" STEEL PLATE HEADER(FLUSH) TH15 AS-BUILT DRAWING IS PROVIDED AS AN AMENDMENT TO THE PERMIT APPLICATION ON — — — — — — — — — — — — — —' — — — FILE (#501 34). REFER TO ORIGINAL PERMIT APPLICATION DRAWINGS FOR BALANCE OF CONSTRUCTION DOCUMENTS. 51-1 I" 9'-0"X 10'-0" H I GH I'-0" 9'-0" X 10'-0" H I G H 5'-1 I" I DATE: DRAWING NO.: 2024.07.09 DRAWN BY: BMF/JBRA=4 PROJECT NO.: 23.64 PROJECT NAME/LOCATION: KRUPNICK RESIDENCE "ADDITIONS & ALTERATIONS" As-Built Amendment to Permit # 50134 880 Deep Hole Drive Mattituck, NY 11953 Town of Southhold -_______-____- ARCHITECT: -- - cv - -------------------------------------------------------------------------------------- -------------------__________________________________________________________________- I I II II . ARCHITECTURAL COLLABORATIVE, PLLC II ' II II II II 687 OLD WILLETS PATH II I I I I I I HAUPPAUGE • NEW YORK • 11788 II II 631.793.9684 II II I I I I 11 rkent.tkac@gmail.com I I ----------------- I1 II II I I I II II I I II I I I II I I II I I II 11 I I I I I II II I 1 I 1 I I I I II II II II I II II II I I I II II I II I I I I I I II I I I If I I II I I I II II I II I I II I I I I I I 1 I II II II II � I II I I I I I I I I I I I I II � i II II I � II II II " II II II II II II II ' II II II ' II II II ' I II II II I , � I II II I , I II „ 11 II � , II ' II II II II II II I , II I „ II II II , 1 II ________ PITCHED ROOF CRICKET, ICE ' NEW GUARD RAIL +30' I - AND WATER SHIELD AND DECK m ASPHALT ARCHITECTURAL ROOF ' 5/4" DECKING ON ACQ SLEEPERS OVER EPDM, + SHINGLE WITH ALL NEW j FLASHING, EPDM TO ATTACH TO 3/4"TtG Q FLASHING AT VERTICAL 'I EXTERIOR SHTG. ON 2X 10 TAPERED JOIST. ALL INTERSECTIONS POST TO BE FLASHED. INSTALL CABLE RAILING 0 II II II • J II I , I � (5070 SLIDER _ I I I (3) 7-I/4" ML. I I N (3) 2x 10 HDR. N DN I I I I i i I I I N II 0 \ 5-O I I 11 I I I zo = z Q LOW WALL +42 I I 3'-G 1/2" G'-01' < O ----------------------------------------------- 11 __ ---------------------------------------------------------------------------- � m0 zN LU BAR Q U c\j I I U.C.R.j ° SINKL I N C U m BAR COUNTER 0 N rUa SECOND FLOOR NOTES: O I I I I . EXTERIOR WALLS TO BE FRAMED WITH 2XG DF#2 STUDS AT I G" �p O.C. 9'-4 1/2" 10'-2" 1 ol- 1 2. 3/4" ADVANTECH SUBFLOOR. 3. EXTERIOR SHEATHING TO BE 3/4" THICK FIR CDX PLYWOOD. INSTALL GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). �t 4. PROVIDE (3) 2X8 DF#2 HEADERS OVER ALL BEARING WALL Q = OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 REVISION 1 ,AS-BUILT 2024.07.09 O O — FT. TO HAVE (2) JACK STUDS ON EITHER SIDE OF OPENING. AMENDMENT TO PERMIT#50134 N z C� co PROVIDE (3) JACK STUDS ON EACH SIDE FOR MICROLAM N I? CATHEDRAL MEDIA ROOM Q m N HEADERS. REVISION: DATE:CATHEDRAL CEILING 5. INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, ETC. IN N + 14'-411 CEILINGS (MAX. I O' O.C.) AND INTERSECTING WALLS, LOAD-BEARING WALLS, FRAMED CHIMNEY/ DUCT CHASES, SEAL: RED AR�°`� VENTS, PIPE PENETRATIONS, ETC. PER CODE. `�.�� G. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE PgD �t UPGRADES WHERE APPLICABLE. G L CABLE. PROVIDE DEBRIS-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. IV I I — 7. INSTALL SMOKE/ CO DETECTORS PER CODE. W m zN (PQ y p�a27ag2 un LU z Q ECOND FLOOD PLAN OF N c\j � COPYRIGHT©2024 29'-1111 I N A-5 SCALE: 114" = 1 '-0" DRAWING TITLE: �) A5EMENT CW 132ND FLOOR PLAN (31-3/4 x I I ML. DR. THIS AS-BUILT DRAWING IS PROVIDED AS AN AMENDMENT TO THE PERMIT APPLICATION ON FILE (#50134). REFER TO ORIGINAL PERMIT APPLICATION DRAWINGS FOR BALANCE OF CONSTRUCTION DOCUMENTS. 1 DATE: DRAWING NO.: 30'-I o11 2024.07.09 DRAWN BY: BMF/JBR PROJECT NO.: 23.64