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HomeMy WebLinkAbout43691-Z o��g�ffOL Town of Southold 4/21/2021 a P.O.Box 1179 o o 53095 Main Rd y�y4l A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41979 Date: 4/21/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 860 Bayview Dr.,East Marion SCTM#: 473889 Sec/Block/Lot: 37.-5-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/4/2019 pursuant to which Building Permit No. 43691 dated 4/30/2019 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including attached storage and covered pavillion,to an existing single family dwelling as applied for. The certificate is issued to 860 Bayview Drive LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43691 10/2/2020 PLUMBERS CERTIFICATION DATED A iz d 14ijilture 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#: 43691 Date: 4/30/2019 Permission is hereby granted to: 860 Bayview Drive LLC 46 Sea Cliff Ave Sea Cliff, NY 11579 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees approval and DEC Non-Jurisdiction note. At premises located at: 860 Bayview Dr., East Marion SCTM # 473889 Sec/Block/Lot# 37.-5-10.1 Pursuant to application dated 4/4/2019 and approved by the Building Inspector. To expire on 10/29/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $378.00 CO -ADDITION TO DWELLING $50.00 Total: $428.00 Building In pector Form No.6 TOWN OF SOUTHOLD _ BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. I 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 64-(o310? New Construction: p Old or Pre-existing Building: (check one) Location of Property: C� V Die House No. G' ,� Street Hamlet Owner or Owners of Property: L�(1�i 041ki e4 Suffolk County Tax Map No 1000, Section Block 05- Lot U Subdivision Filed Map. Lot: Permit No. V ` Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: c k ne) Fee Submitted: $ �y Applicant Signature sorry®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(cD- .ntown.southoldus Southold,NY 11971-0959 y' COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 860 Bayview Dr LLC Address: 860 Bayview Dr city,East Marion st: NY zip- 11939 Building Permit#: 43691 section: 37 Block 5 Lot. 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Blue Topaz Electric License No: 48305ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan 2 Combo Smoke/CO Transformer Step Lights 11 Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 1 61 4'LED Exit Fixtures Pump Other Equipment- Notes: quipmentNotes: Renovated Room By Pool, Added Mechanical Room and Outdoor Kitchen " AS BUILT NO VISUAL DEFECTS " Inspector Signature: rte- ' Date: October 2, 2020 S Devlin-Cert Electrical Compliance Form.xls o�a0FSo ,. "ISO✓ 4t �. 111 • # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 zlco -INSPECTION UNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [, ] fNSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 � p - 0 bu, DATE CJ_ INSPECTO y�0lafsoThp 1 ,O 1p # # TOWN- OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION I FOUNDATION 1ST [ 7INSULATIOWCAULKING UGH PL13G. 0UNDATION 2ND [ FRAMIN STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY J,- ]`FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION- [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION c [ ] PRE C/O" REMARKS: - �� O�-t/ LJdx J"h V, � VIvv0000, kk lv\� f m � la DATE I INSPECTOR a SOUTyo� 3 i i e- 47t�- # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] "FIRE SAFETY INSPECTION- [ " ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) &OLECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P`R.,E C/O REMARKS: ✓ l 04.+eJ Vo u` &,4 DATE INSPECTOR o�aOE SOUTyo! - * * TOWN OF SOUTHOLD BUILDING DEPT. `yc4ourm��' 765-1802 ,l INSPECTION [ ] FOUNDATION 1ST [ ] RO OH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING - [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] 'ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f r DATE OH/7,014 INSPECTOR q4iNQlVf FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) 'FOUNDATION (ZND) a • to � i�- � � 'off KYe ��^ z VON )flfl o ROUGH FRAMING& PLUMBING H a 1 w, INSULATION PER N.Y. y STATE ENERGY CODE 74 Vir-Vf v�.. FINAL Qn A�DTTIONAL COMMENTS - I 3155,31112 o 4 ® � z ' O i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 7165-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C, a � C.O.Application 2JJ�� E Flood Permit Examined cJV ,20 ® Single&Separate D ` APR - 4 2019 Truss Identification Form Storm-Water Assessment Form i Contact: 01/Jk Approved ,20__ff Mail to: C ,d DisapprovedLl� �O OF SOUT�iO P ��x!a4'7,f fVal�yep my �� l a/c. Phone: '41.5 36 147 Expiration ,20 D Bui Spector DAPPLICATION FOR BUILDING PERMIT - SEP 1 017 Date 911212 ell, , 20/7 B )ING DEPT. INSTRUCTIONS wig9whp be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl s, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public-streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit steal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. , f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has-not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary•inspections. (Signature of applicant or name, if a corporation) i (Mailing address of applicant) i State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder I Name of owner of premises ''66 6,4yV1,Xa 1�r�/VZ LL C (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name;arid title-of corporate<officer) Builders License Iti1oV'"'''?`y Plumbers LicenseNo:`":,_ ` ' 'V Electricians License No. ap Other Trade's License No. r 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 9 7 Block 05— Lot ��• Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy &62&9�V1- b. Intended use and occupancy ��/'��j,/el1l�//-�Z_ 3. Nature of work,(check which applicable): New Building Addition Alteration _ Repair Removal Demolition Other Wor �i L%®fid U n (Description) 4. Estimated Cost D a (To'Ibe paid on filing this application) 5. If dwelling, number of dwelling units 4 ' Number of dwelling umts�hn each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and exteni of each type of use. 7. Dimensions of existing structures, if any: FrontRear ,9 Depth 1a Height Number of Stories Dimensions of same structure 'tf Iterations or additions: Front �'3. Q Rear 43. 9 Et y Depth ' s ` -< XN H < 41U Number of Stories'a�l;' R-,<�.•t" r"__. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories / ` -.a no 9. Size of lot: Front Rear i� Depth 10. Date of Purchase Name of Former Owner .._' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES\/NO Will excess fill be removed from premises? YES NO PC 9&Yvi `ai LLC 46X%6 -Czh� �,9 14. Names of Owner of premises Address Phone No. Name of Architect Address C'I/r�1,%U&C/. r Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES >e NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES)_NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF H/' CIMI 15 C/Z being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ,%� CONNIE D.BUNCH (S)He is the ,� G Notary Public,State of Now York (Contractor,Agent, Corporate Officer, etc.) No.01 SU6186060 QuaNfied In Suffolk County Corrkmiss�on EME �PTI 14 8�A � of said owner or owners, and is duly authorized to perform or have performed the said wor an tom e an ale this=xpp kation; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. L "-Sworn t�°nbefore me this Z X day of 20 019_rVK14 L. Notary Public Signature of Applicant �f.0 '� `rf .axfi,a� ��•y"���ti�"'�.,, :�t.'`n`���xis*r'>~>'Qspr�``ti� \ifi�rs.;ar�n.cw;r.�, r�� .:�r�" s.'-�I'r A�.',e '��` 1. s'�'+ '�'��:�- `. `, tis'•" ` . �If`v BOARD 1 1 1 1 TOWN TRUSTEES e" SOUTHOLD,NEW YORKz PERMIT / 9227 1ATE: MAY 16,2018 ' . ISSUE 1 1 860 i DRIVE, r1 r � .• , IrMARION ADDRESS: . 11 1000-37-5-10.1 - AUTHORIZATIONconsideration of 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 May 16,2018 and in fiapplication fee in the sum of$250.00 paid by 860 Bgyview Drive,East Marion and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes 6d d., { permits the following: WetlandPermitfor the1 ' ♦ storydwelling ' 1 11 - • _ 1 footprint); construct ' ( i 1addition 1 1 dwelling; construct •'G�n�' „ 1 pavilion addition;t 1 11 ' I I 1' swimmingpool; iF %iY 1 I t 1 pool 1 1and outdoor Iapproximately1 i French drain connected to three(3)8'x13' drywells; construct approximately 881 of retaining thepool, itl patio,and new additionwhich1 be 1 C � - varyingheightbeingthehighest; 1asdepicted 1 1the siteplan prepared 1 "y J : 1 stamped 1approved 1 1 1 I : 'j"' Schwartz, dated / t I IN WITNESS WHEREOF the said Board of Tfiistees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this. f = :art _ '> 4: ti\moi; 1� � � OFj �•/� - ;.1 W 12 / � J Ow }' �. $., `�Nh . - X71' .s. ., r t rr'f� �/,;t v-���zr�: � \ I? `+Y-':.• qj' iL'h+;F�;%' r� ��. 4y�-YSiy_;::�:o� .i ,lAy;.�:;f:1;4i;,'ivw ` {�,"w,+, v. !,'✓v'�•i t "`/:;1 �� L' u et; v, It }X 11 A U v`� �1 �}r .� A� Ri11s �N� A U L. ♦y y' �'„{` ult Vii+ Glenn Goldsmith,President QF SQ(JryO Town Hall Annex A.Nicholas Krupski,Vice President ,`O l0 54375 Route 25 P.O.Box 1179, John M.Bredemeyer III c Southold,New York,11971 Michael J.Domino N ,e G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 oly��UM`(,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1796C Date:February 16,2021 THIS CERTIFIES that the existing 1 & '/Z story dwelling with attached garage(2,314.7sq.ft. footprint);construct a 190.8sq.ft. addition to existing dwelling; construct a 254.4sq.ft.pavilion attached to addition; construct a 900sq.ft. swimming_pool; construct a 1,766sq.ft.pool patio and outdoor kitchen area; install approximately 55' of French drain connected to three(318'x13' drywells, construct approximately 88' of retaining wall surrounding the pool,pool patio, and new addition which is to be of varying height with 5' being the highest; At 860 Bayview Drive, East Marion Suffolk County Tax Map#1000-37-5-10.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 6,2018 pursuant to which Trustees Wetland Permit#9227 Dated May 16,2018,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for, existing') & %z story dwelling with attachedgarage(2 314.7sq.ft.-footprint); construct a . 190:8sq.ft. addition to existing'dwellin ; construct a 254.4sa.ft. pavilion attached to addition; construct a 900sg ftswimming pool; construct a 1,76&q.ft.pool patio and outdoor kitchen area• install approximately 55' of French drain connected to three(3) 8'x13'•dawells, construct aproximatel 88'o�retaimng walTsurrounding tfie poo poo pa io,and new arc clition wNch is - to be of varying height with 5' beingthe the hi hg_est. The certificate is issued.to 860 BWiew Drive,LLC owner of the aforesaid property. = ufhoriz , igna re NEN YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: 860 BAYVIEW DRIVE LLC 860 BAYVIEW DRIVE LLC 46 SEA CLIFF AVE 860 BAYVIEW DRI SCTM 1000-37-05-10.1 SEA CLIFF,NY 11579 EAST MARION,NY 11939 (917) 662-5443 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 723.467 NYTM-N: 4555.462 Latitude: 41°07'11.0" Longitude: 72°20'17.5" Project Location: 46 Sea Cliff Ave Watercourse: Spring Pond .Authorized Activity: Remove an existing deck landward of retaining wall, install plantings in buffer area, construct a patio with french drains and install pool. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 3/13/19. (CKW) Note: The property landward of the ten foot elevation contour(2004) is beyond Tidal Wetlands Act (Article 25)jurisdiction. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03500/00003 New Permit Effective Date: 3/14/2019 Expiration Date: 3/13/2024 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Row Facility DEC ID 1-4738-03500 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the'ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKER,MAN;Regional~P ermitµAdministrator Address: NYSDECRegion 1 Headquarters SUNY @ Stony ro k150 Circle Rd Stony Brook,N 1 90 -3409 ; Authorized Signature: Date /) /ZD1 C� Distribution List MICHAEL A KIMACK Maride Habitat Protection CLAIRE K WERNER .; PermifVCo ponenfs NATURAL^RESOURCE PERMIT CONDITIONS to s GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS ." NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL`RESOURCE PEAMft tONDITI®NS -'Apply`t61hi ,Vozllowing ., ._,-- -Piermits '-TIDAL WETLANDS 1. 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. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and�return the top portion of the enclosed notificatioifform certifying that they are fully aware of and understari&all terms and conditions of this peewit:-Within 30 days of completion of project, the bottom portion of the form must also bewsignedµandrreturned, 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 washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 2 of 6 A& NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-03500 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected-buffer areas as a result of the permitted activities. 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 75 linear feet from they tidal wetland boundary. 8. Establish Vegetated Buffer 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. 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater thaV5 feet seaward of the approved structure is prohibited. v 10. 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 barrierl toy• be put in place before any disturbance ofthe ground occurs and is to be maintained ingcidd"'and functional condition until thick vegetative cover'isHestablished. ° 11. �No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or ' indirectly into wetlands or protected buffer areas. 12. Ling Term Plant Survival The permittee shall ensure a minimum of 85% survival of plantings by the end©f 5 growing seasons. If the goal is,notmet,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")departrrierit f�view along'wi tie a nual report far thaf re`spec Yve'calendar year. The report musfbe submitted by January 15th of each calendar year and sent to: NYS DEC -Region 1 Bureau of Marine Habitat Protection,Attention Compliance 50 Circle Road Stony Brook,NY 11790 - 13. Contain Exposed, Stockpiled--Soils All disturbed areas where Fsqil 11 be temporarily exposed or stockpiled for longer than 48 hours shall be containeoy,a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 14. Excavated Materials Excess material from excavation shall be removed and disposed of off site, or shall be placed beyond Tidal Wetlands Act jurisdiction. r Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-03500 15. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 16. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of-this perniif,tlie`sfdcture,,fill, excavation, or other modification of the watercourse,hereby authorized shall not be completed;,the owners, shall, without expense to the State, andnto 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:3,•No claim shall be made against.the State of New York on account of any such removal or alteration. _ Y lin r F}� 17. 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 sitelo its former,,condition. No claim shall be made against the State of New York on account of any such removal or alteration. , 18. Conformance With Plans All activities authorized by this permit must be in strict conformance, withtlie=approved plan`s"subriiitted=bythe applicarif or applicant'"s=agent aspart of`the permit�application. Such approved plans ere-prepared by Mark Kevin Schwartz, dated 3/6/19, stamped NYSDEC approved on3/4109--.7 � 19.i Precautions Against Contamination of Waters"'--All_necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended-solids, sediments, fuels, solvents, =r lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. ;-' r GENERAL-CONDITIONS,- Apply,to ALL.Authorized_P„ermits: r` m nJ r�YiyR r'< 1. Facility Inspbection by The Department The permitted site or facility, including relevant records, is subject to inspection, reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL.”Such representative may order the work suspended.pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany`the'Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 Adh -NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-03500 A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department=for=perriiit=reriewal,.modification or transfer of this permit. Such application must,include any forms or supplemental information the Department requires. Any renewal,modificatiomoir`transfer granted by the Department must be in writing. Submission of applications for pennit.renewal, modification or transfer are to be submitted to:F Regional Permit Administrator 'f"' 'It Region 1 Headquarters n �F SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. ' 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds=formodification,suspension-,orrevocation:include:--, a. materiailffalse or inaccurate statements in the permit application or supporting papers ` ` rb": failure by the permittee to comply with any-�terms.or conditions of theApermit; ; k' —.c _._ ._. .... �p5 c: exceeding the scope of the project as described in the permit application; !Y. d.\".,,newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; }° e. noncompliance_withµpreviouslyissued-permit-conditionssorders_of the,commissioner;,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. ; 6. Permit Transfer„ Permits are transferrable unless specifically prohibited by statute,,,regulation or another permit condition. Applications for permit transfer should be submitted prior'to actual transfer of ownership. Page 5 of 6 AM -NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 NOTIFICATION 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, suits;`actions, and damages,16o the extent attributable to the permittee's acts or omissions,irrc& ection with the permittee's undertakft,of activities in connection with, or operation and maintenance of,the facility or facilities authorized by theTpermit whether in compliance or not in=compliance with the terms and conditions of the permit. This`indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts,or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 ofthe New York Civil Practice Laws and Rules or any citizen suit or civil rights'p`rovision under federal or state laws. �� Item B:fPermittee's Contractors to Comply with Permit ; The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the =;r pernAitee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee: Item C: Permittee Responsible for Obtaining Other Required Permits The permitteeeisresponsible`for obtaining any other permits, approvals, lands, easements and7rights-of= way that-rimy be required to carry out the"activities that are authorized by this permit. :°��'' Item D: No Right to Trespass or Interfere with Riparian-Rights This£,permit does not convey to the permittee any right to trespass upon the lands or interfere with then 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,. Yt' r'✓ Page 6 of 6 Scott A. Russell ° � STORM MATE SUPERVISOR SOUMOM TOWN HALT.-P.O.Banc 1179 ? 5304514IaiaRoad-SCIMM D,kMV'fOBK 11971 Town o,f Southold A s CIAF 000 CHAPTER 236 - STORMWAT£R MANAGEMENT WORD SHEET (TO BE COMPLETED BY THE APPLICANT) DOES TM PROUEC T DWOLVE ANY OF SFE F OX LOVWING Yes No 4C1= AM THAT AMY) ❑ A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface_ ❑ B. Excavation or filling involving more than 200 cubic yards of material 4 within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. , E. Site preparation within the one7hundred--year floodplain as depicted on FHWi&p of any watercourse., F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the,proposal includes --- - - in-kind replacement of impervious-surfaces. - - -- - - - -- - - - - - ----- a 7(m answered NO to of the q=sW=Awe,SM Cmpk c the AnAlcmd mcfim below with,your Name, fti aatim,C mtasi hftnoatlon,Dobe a Cvuutl Taut Map Number: chapter 236 does tial apply to y=p*& If ym answered YES.to ow or mare of the abort,pilaase submit Two glee of a Staimwater Mannameat C©ntrol Plan and a eoaplebed Check FJst Fain to the Banding Departmat wh i—ow DWMIng permit Appheation. AWropeny Owner n ;Design r Ag-A. .CC or otbai S.C.T.M�.'': 14110 Date: �f NAME �2_/T,7yy� r FOR Btlli_D1NG DEPARTMENT USE ONLYY � Reviewed By: - - - - - - - - - - - - - - - - - - Property Address/ Location of Construction Work: id — — — — — — — — -- — — — = (O D &q view 'PAP Approved for processing Building Permit. ormwater Management Control Plan Not Required. 4� ormwater Management Control Plan u Required St A(Forward to Engiw*ring Departnzem for Review.) FORM SMCP-TOS MAY 2014 5� o Lvl� �--L G APPLILitnl S.C.T-M.": 1000 CHAPTER 236 (Property Owner.Design Prolessional.Agent,Conrrxtor.Other) — --r--«- Q, q• r 37 a�07 r n Stormwater Management Control Plan CHECK LIST YGv,�//(/�r7— ticelttm Wick Lrn $ �e S M C'P -Plan Rercluuemenls• Piovide ONE copy ofthe Building Pe(mil AppllcaItun Pbw Nr �R p Date: � * The applicant must provide a Complete k:\planalion and/or Itca,on fon not prop i{liar,; (� 0 �� /y all Information that ha',been Requued by the folio\\nig Chectanit ", j - I - <.,, 4- 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any (tern, Please Protide Just iflcaltoil Flet C! show all of the following Items: YE NO NA if you need additional room for explanations, Please Plovlde additional Papci. a. Location & Description of Property Boundaries ✓ �] b "Total Site Acl eage, t7_] C. ExtShng - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§230-170a - d. Tc,I Holt:Data InthcatingScni Chataclert,ttc.S&Depth la Ground Water, Shall include but not be limited to: e. Limits of Clearing& Area o(' Proposed Land Disturbance. ./ A well maintained Construction f. Existing& Proposed Contours of the Site (tvhmtnnnTY lntcr%aw Wire Backed Silt Fencing, gtahili7atic)p g. Location of all existing& proposed structures, roads, driveways,Sidewalks,drainage Improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& pi oposed structures. I. Location of proposed SN-vimming Pgoi and diyeharge ring, ✓ j. Location of proposed Soli Stockpile Area(s). k. Location of PIopowd Con,h•uction'Entratice/Staging Area(s). I Location of proposed concrete washout area(s): DRAINAGE INSPECTIONS ARE REQUIRED in. t-ocation of all poposed erositm g seclime+rt,contrcn mea,ttreti. Contact TOS Engineering at 765-1560 before 2 StOCITM,11el iMai>agemCnl Control Plan niuSl include Calctilation,.Show•ing Thar the,toi mwater unprrn enrenrS are,ved to capture,stare,and,liltthat "� un vie the run oft Itom all tngmt\ants.Surfaces generated b) a two(2-)inch rainfall/Storm etenl 3. Detail,&Seclumal Di dw inga foi ,tonwvaler practice,are requirtxI for approval. Items requiring cletatis shall include but not be limited to: ?019 a. ED onion&Sediment Controls. b Const\uchon Enti ance&Site Access. c. Inlet Drainage Structures (e.g catch basins.trench draln,.etc) d. Leachin St1'UCtll1'e5 (e q infiltration ba,ur.S,swaleS,etc.) j J-7 FOR ENGINEERING PARTME T USE ONLYAdditional Information is Required. II i' Reviewed & l F-1 Stormwater Management Control Plan is Not Complete. I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II e , Approved B), � — — ` Stormwater Management Conti of Plan is Complete. ! Date Z� /oj I EISMCP has been approved by the Engineering Department., J BgOING DEPARTMENT-Electrical Inspector OCT2 3 20t9 ; TOWN OF SOUTHOLD C* Town Hall Annex - 54375 Main Road - PO Box 1179 DEPT. Southold, New York 11971-0959 ' yi' Whone (631) 765=1802 - FAX (631) 765-9502 rogerr(a-southoldtownn-y..gov� seand@southoldtownny.gov _ APPLICATION FOR ELECTRICAL INSPECTION: ELECTRICIAN INFORMATION-(AII Information Required) Date; Company Name: Name: t License No.:- !n!,05 �� - email: 1 vP Address:_ - -L Yl��1?� Y©o __!li'• -- 'r Phone No.: _-b G- - -- - - - - - =- -- �• i _ r JOB SITE INFORMATION (All Information Required) Name: ® Ew.,- Y'�._ /,/-C- Address:' - ,G4 _ Address: Cross Street: Phone No.:-.— Bldg.Permit o.: _Bldg.Permit#: email: Tax Map District: 1000 Sectiorxi Block:,. Lot: . . BRIEF DES RIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES /do Rough In Final Do you need'a Temp Certificate?: YES /� Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: _ _A #Meters Old Meter# _ New Service- Fire Reconnect-Flood Reconnect-Service Reconnected- Underground-Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: __---- — -- -LAYMEN_T-D_U-EW-T- -AP-P-LI_C --- �,c�( Rea sill Request for Ins ection FormAs L O IOP 3 e9 P PERMIT# Address: Switches Outlet""` A� GFI's Surface i Sconces 1 1� ,H H's UC Lis Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC A Mini �� I � f Special: V 3 m•'� Comments PROPOSED POOL: 900.0 SQ. FT. 3.1 °V 150 CU.YD. 50 CU.YD. PROP SED GARAGE: 400.0 SQ. FT. 1.4 -" 30 CU.YD. 10 CU.YD. F+j, K RETAINING WALLS: - 30 CU.YD. 10 CU.YD. { PROPOSED DRYWELLS: (2) 8'X5', (1)10'X3' 26 CU.YD. �11 CU.YD. r, 1.4 (3) 8'X3' p, • W -.f TOTAL: 4550.0 SQ.FT. 16.0% 280 CU.YD. 94 CU.Y�D MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: '12/27/2007 O 5 I DEC DATA: DESCRIPTION: TOTAL: LOT COVERAGE: I PROPERTY JURISTRICTION: 14016.2 SF I OI I EXISTING HOUSE: 314.3 SF 2.2% I O I EXISTING HOUSE DECK: 325.0 SF 2.3% A EXISTING DECK STAIR: 47.2 SF 0.3% EXISTING PATIO ON GRADE: 361.0 SQ.FT. 2.5% O EXISTING RET.WALL DECK: 100.0 SF 0.7% O ' � O PROPOSED PATIO ON GRADE: 458.8 SF 3.3 % 1 O 0000 Y PROPOSED POOL: 612.6 SF 4.4% Q' 1 TOTAL: 2214.4 SF 15.7 I 1 — -— -- ,4 j o mgY P� 0 V O � C0 Lr) ° 0 :U x*; I o -'� U � CU DRAINAGE INSPECTIONS ARE REQUIRED � a� w � .0 Contact!!TOS Engineering at 765-1560 before Backfill,'OR Provide Engineer's Certification that the�drainage has been installed to Code. I -__ EROSION &SEDIMENT CONTROLS U Shall include but not be limited to: 0 A well maintained Construction Entrance, � •-� Wire Backed SHt Fencing, stabilization & "? Seeding of exposed and/or inactive soils. II STONE CAP I I I • �< APPROVAL OF STORMWATER MANAGEMENT -` J;l I 1 U Ni :BAR(E.W.) 'r:; ONTRO PLA -T Code h ter 236 Cn 4°OC(fYP.), ,t,; I is Date: Zy I x 60ks1 _.; Approved by: F 9N4OC )E PATIO)_ PAVERS OVE REI I °a I C LL CONc.S EL.7.5 3 PWAf: I „%4 3500ps 5t; - - � r� iii „ •!P a. � ;.P a.� .<� J PIPE Iq.d 4 i •Q -fir 4'-8" DRAWN: MH/MS SECTION A-A � - � SCALE: 1/4 �' JOB##: SCALE 1/4" _ x_011 Wednesday,Apri124,20 9 ',���� SHEET NUMBER: At S.C.T.M.# DISTRICT: 1000 SECTION: 37 BLOCK: 5 LOT: 7 & 10 BAYVIEW DRIVE CP.'% a' ti %J�* . :.4 a. = LLJII WILLIAM G. HEMPEL, JR. V a & EDNA A. HEMPEL 4:� \ g �� c '+ I LOT O q, N Cp �9 ��'6 � •• .� ` ' •Q' �+ ^ LOT 2Q \ ♦' ,I N 88-5393909 E 131 .44 W ..c. Z CONC. MON. 1.i•N. . D. ROOF EAVES 23 GJe ' H .. . •; O.W """ CONC. MON. 24» OVERHANG LOT j ;4 e _ METER •. �. •.• • I 20.2.'.'.'.:.: 12" . .'• !, .°. •, CESSPOOLS r .'....... ,: )2 4 _ c V£� TANK TAN C S41 0 T} :..... ! m ST GARAG ... .I \ h�i % • s� Pur . . E:.. / " •, \\ �0 • - `�. •d° . _ LAW a�y � (3) AIR CONp UTILITY I /SOS • .' �� � • 4• • ~ �. "'Y( POST VA ( •� ROOV h..;.�.. / s�„ ��,[� •a. .y ' Da Cl °' • • • PoRCN ... 51.6': 0(JjR�I��•F ' `� :';• :23.5,.. ow s J� c``� 4. 1s.o' 36 •°.-. oT i� t N. •�•. a 4' .• .. 1 ° ..�:::::. 3 i 8 O 1 / R y � D . •' .' ./ • ' oR,uN .. .•W:'.•.•.•.•.'.•.•.'.1 •STORY•• � "� ' ' ' � •g � •; '4. ' 4�l ,a o:.:........ H FRAME. PATIO a 4 .y i °: :. Z:.'.'.'.'.'.'.'.'.'.' �.'.'...:...:.:..... ^/ 6; l �W 4 r '''`°, OUSE 8c GAR,q 21.3... . . •' ••a ,¢ •a Q •`. ~ •' 4, ;; : .Q.. ..... G.FL, EL ................. J A• EV 0 J / 2.00• I/..:`4 :�• 1 SE......�• ELEV.. o: 3 O 'Y �r : - ::V...:...•.•.•...MENT �::•:•:•::•:... •4 f..a. 0 4 .. m.:'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. .aD: w� .. ., : cv. Z 41,4 : •. :::::: :::::: I.. e• n. �'• ' .2 CAlVTIL .•.•.•.•.•::;:.:..•-'.'.'•• .';'::::•:•:::::•:::•:•:::::::•:::::•:;:::::::•:• GROUND;•:•;:•:•'• yr • o"� �� _ W STONE O t^ ::SWIMMING::::::: :. .....:.= .......::..::.....:.. PATIO V .....�............. o 3• ' :. . woo0 ::: .. :':.......25 x G 36':::::::: a . .":a. DECK STONE 1 •�' • `1 PATIO / , 0 1 w \1 ` 06 01 51 I0"f X ,y0 0 °2O 0 a PIPE Q t y �� JUL 2 7 . � ,� � o w �' zozo AL AL AL w^ t ADD ROOF OVERHANG 01-16-20 zb A` LOC./UNDER—CONSTRUCTION 12-01-19 AL ° THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS S �1 • $1.2G,.� ��O TOTAL AREA = 30,099 Sq. ft. AND OR DATA OBTAINED FROM OTHERS P � (TOac P a • AREA: TIE LINE) 0.691 . ELEVA770M DA7UM: G, ! UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOTATION OF SEC7IOW 7209 OF THE NEW YORK STATE EDUCATIOVV LAW. COPIES OF THIS SURVEY 2 MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN t9 �1 ONLY TO 774E PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF 70 THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LEND/NG /NS7ITU770N CP �•� �O LISTED HEREON, AND 70 THE ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. • THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE (� NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERE077ON OF FENCES ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMEN7S �Z O,, AND/OR SUBSURFACE S7RUC77JRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77M£ OF SURVEY CP � W•� SURVEY OF. LOTS 20-24 INCL. CERTIFIED T0: JOSEPH G. CIAMPA J MAP OF: GARDINERS BAY ESTATES, SEC. TWO FILED: SEPT. 23, 1927 as No.275 SITUATED AT. EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SPRING POND SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design r�Fr P.O. Box 153 Aquebogue, New York 11931 FILE # 16-13 SCALE: 1"=20' DATE: MAR. 1, 2016 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. USG NO. 050882 nsaintainint the records of Robert J. Rennesq a Kenneth M. Aoychut REVISIONS: - SCTM # 1000-37-05-07 SITE DATA: 1000-37-05-10 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 30,098.6 SQ. FT. .69 ACRES �� � PROPERTY WETLANDS: 922.2 SQ.FT. BUILDABLE PROPERTY: 29176.4 SQ.FT. ESTIMATED AREA OF 12000 SQ.FT. 1 E W p R 1 V GROUND DISTURBANCE: 6 AY V EXISTING HOUSE: 2314.7 SQ. FT. 7.9 0 EXISTING PORCH: 75.3 SQ.FT. 0.3 EXISTING DECK: 392.4 SQ.FT. 1.3% EXISTING SHED: 112.4 SQ. FT. 0.4% O Q� �0 7 -1 .a on PROPOSED POOLHOUSE: 190.8 SQ. FT. 0.7% 40 CU.YD. 10 CU.YD. DRJ FRANPCAMILILE v '1 \/ PROPOSED PAVILLION: 254.4 SQ..FT. 0.9% 4 CU.YD. 1 CU.YD. 'OZZI \ PROPOSED POOL: 900.0 SQ. FT. 3.1% 150 CU.YD. 50 CU.YD. \ PROPOSED GARAGE: 400.0 SQ.FT. 1.4% 30 CU.YD. 10 CU.YD. 1 N' \ \ 16 PROPOSED BREEZEWAY: 80.0 SQ.FT. 0.3% 20 CU.YD. 5 CU.YD. O NOF � _ _ WILLIAM&EDNA \ \ \17 RETAINING WALLS: 30 CU.YD. 10 CU.YD. HEMPEL 16 Olr� 15 ;;, I 16 PROPOSED DRYWELLS: (2)8'X5', (1) 10'X3 26 CU.YD. 11 CU.YD. / / \ v 15 (3) 8X3 W W16 �/ / / \" 14 �.�(1 �.� ICONCRE-E I / \ = /� ,J l • 113 WASHOLT SOIL R 20.0' I J \ / II LOCflT10N I 14 15 / I / / L = 31.451 TOTAL: 4630.0 SQ.FT. 16.3°/0 300 CU.YD. 95 CU.YD. �( (� �8 ✓O 5 2139 L / i / 1 \ o 18'X5' I MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: 12/27/2007 , \ \ - EX CESSP OLSh'�` \DWS GARAGE I I 4 - APROXIMATE \ SIJ 1 \ 1 20'X20' 18'X4' w i3- - _ ` \ 10'ELEVATION �' DW/ J O WATER O METER \ CONTOUR(2004) \ EX.SHED ' D- - - - \ 18'x4' I 1 �i V EX.SEPTIC`/� \ ADW - - - TANK ;\ t3\ DRAIN-4,0 OOLESjVIFMENT SO.IO r WO \, EX.STONE PLATFORM EX.AIR F CE/RETAINING,WAI - „y"/ TO . 12.2 �] Q 3 \ &STEPS CON&.UNITS ^---•- = 52.(� / i v ST EX. 39.6' 2 Q W06 I LAMP CONC. STONE i WALK • N " FRONT TOW: POSF�Q PORCH I POOL _ SF PA\1I:.UON I W EL.13.0 1 12.0' ,9' 16.0X15.9' cTncor iP \ O EXIST. - I . 23.5' `�'" (Q_ S F :EL. .8 fill...cE ' 1 GRAVE \ / � Uy� w 10. i'RC I DRIVE .3' .J Q \ 9 .2'(PAVILLI N) 2� o 2 .8' KITCHEN W 4, \ , O4a - O \ \ n DRAIN EXISTING 1-1/2 STORY °�?AT1 8 \\ EL.7. i IV 670 �� � cn HOUSE FF GARAGE z 7a m SLAB FF:EL.6.0 O _ Of Fk O N 42PE p TIO - i I�12.2' U \ POOL- ! OO �ll CRgIrF�D 6 zsx,% �F / 3.0 - - - - - - -/, - - - - - - - - 1 8''X3' 1 \ 1 IX I Z AP OXIMATE,," • R/1, !� 1 �"� z 10 L.EVATION ON OUR(206 )4o O b EX.DECK WITH EX. PATIO ON = I </ �f t 35 PATIO BELOW GRADEw / W .> ~ '� \ TREN H /'��• �,.� n R�NCH DRAT_ DRAIN \ \ 27.0' 3.5' 26.3' ; iz.r2s.o' ENS 'I lo.a OQ, HAY BAY OR SILT FENCING STORM WA c� •- -- - - --- ------- TER MANAGEMENT DETAILS --- ----------- --------------"-------- ----'"- ------" LIMITS OF CLEARING TO BE � � 6 NO MORE THAN 20'FROM \ PROPOSED WORK AS ~ +- N.T.S. n j N INDICATED ON SITE PLAN O W \ m i in M CONC.STOOP o D & �\`�\IIIllI11 � 00EPS N / O/ F SINGLE BEAD HALF ROUND GUTTER ROBERT&BARBARA STANDARD 5" KELLER EXISTI GTOWN OF SOUTHOLD EXI ING D_CK DRAIN IPE FROM CATEH BASIN TCI BE REM VED ON BA<IEW - ELA LANDWARD LIMIT OF TIDAL LOCATION: AREA: TOTAL CAPACITY: G% _ _ _ / _ ,' ;POL ' ' '�' ' ` _ _ _ _ WETLAND BOUNDARY AND ®100%RUNOFF DRYWELL TO /, -I.- - I - 2"RAIN PER HOUR: PROVIDE: •� �,` V�i . .� ', VEGETATERED BUFFER ALONG J CONC. RETAINING WALL PROPOSEDD PAVILLION.POOL- O BREEZEWAY,GARAGE: (1 P 211 CU.FT. /l1 5J '1 HOUSE, 1159 SQ.FF. 96.0 CU.FT. B'dla.5'dee N v `CONC.RETAINING WALL NON-TURF BUFFER PLANTS '. PROPOSED POOL: CH 8'dia.,4'deep 169 CU.FT. C'7 Qj X 011 3° I+ ` ~ • s `� {~ DRY WELLS FROM US 10'MIN. PROPOSED PATIO: 1625 SQ.FT. 271.4 CU.FT, (3)8'dia.,3'&I,p 380 CU.FT. Ln IN ACCORDANCE w/DEC ' ' f-T1E iir1E AL'oNG�'-`'-'.,'• �'-:y`- * - . LISTED APPROVED PLANTINGS RENT HI to 200 11 9 S a. rLL. AWAY FROM HOUSE c� APPA ON 4'- O' 'V O O CC O MARK _ ` S 82° 13' 05" 's°p '1 zn cu.FT. Stu '�•I , • PROPOSED DRIVEWAY: 2322 SQ.FT. 388.0 CU.FT. (1)8'dia.5'deep 206 CU.FT. X O 25.77' (1)10'dla,3'deep � Si �y (TOTAL:417 CU.FT.) �.y w V] OD n ° `L1 WOOD [�v WO S O , WALK DOCK v u WOOD WOOD �� v� CU DOCK RAMP v N � w � a WOOD DOCK ANG POND W SpR � U 0 W SITE SCALE: 1 20'-0" S U s rY A DRAWN: MH/MS SCALE: JOB#: y = b 9/16/2019 SHEET NUMBER: Y S- 1 REVISIONS: HillAll O l� W O V M n PROPOSED SOUTH ELEVATION .� SCALE: 1/4" = V-0" Q r5 w z c � 00 H O w 00 0 p c z ucu Lr) u un N cz W 1111 1 Milli Fi Ili W OOO N DO 0 00 = b 00 �000l All DRAWN: ME/MS SCALE: ` :� JOB#: }� � ` 1 PROPOSED EAST ELEVATION :Y 9/16/2019SHEET NUMBER: SCALE: 1/4 — 1 -0 �C., 0 ca _ A .. REVISIONS: O h--�I W F--i O Z C� °o° H CA � O w LA c+, M P� O d `~ X O WEST PARTIAL E R ELEVATION PARTIAL NORTH ELEVATION SCALE: 1/4" = 1'-0" _ � SCALE: 1/4 1 -0 U Lnv -ml ";:I CZ N 0 a w u O �E d l � N DRAWN: MH/MS SCALE: A . JOB#: {� 9/16/2019 `.x(50 SHEET NUMBER: A-2 REVISIONS: C ------ 47 20'-0„ 1 — , 1 FIN. FLOOR ' _ -----------J______________________________________________ RETAINING WALL TO n A e N OVERLAP FOUNDATION - _ c e ' 1 I MIN. 18" '----- ' I I , ------ I I I 1 EXISTING 1'—O" BLUESTONE BLUESTONE '-Q' PC WALL ' ol I i CAP CAP i i , EL. 12 I I EL. 12 B i i i i � v,• I B ,1 1 v 1 ° °° 47 �I ILI _ 'I _ I 4 7 I I 1 I ' ^ . ' ; ' •V/ ` I I I I , I ° #4 REBAR @ 1'-0"OC #4 REBAR I EPDXY MIN. 2 INTO ° #4 REBAR ( ) , o EXISTING FOUNDATION , ----_ N @2'0"OC CULTURED STONE ' @2'0"OC _ _______ _ +1 EACH WAY TO MATCH HOUSE � EACH WAY • T o T � PROPOSED GARAGE T ° i i ' 4"PC SLAB (PITCH TO OH DOORS) 6X6 10/10 WMM OVER COMPACTED SOIL CONCRETE: 3500 PSI EXISTING SLAB 00 COrSTEEL: 60 KSI O PSI P ERS EL. 7.5 00 STEEL: 60 KSI c �e EXISTING (STEP) FOOTING (VIF) IIII_ IIIII IIIII— IIIII 2'-8„ ° '-0" �. 2'-8" o 1 • , I i i I ° (4) #4 REBAR i i 0 O O 4 ° 4 e a / 4 4 ° a UNDERPIN EX. FTG I I I I AS REQUIRED a 4'-8" #4 REBAR @ 1'0" #4 REBAR @ 1'-0" 4'_g" i L OC EACH WAY OC EACH WAY �r= ° w ------------ -- -------- -------------- i v • . '. '. P a • v •� . v • . .. I +IFF ---------''-------- ♦iff --- ------------------------------- IIII � ; � 1111 ° ° 7'-41/2" 3'-3" IIII Itll 1111 1111 RETAIN G WALL D TAILS "" N , N 1111 1111 N (�'j Q" N IIII 12'—0" SCALE: 3/8" = 1'- 1111 m , m 1111 IIII , IIII /`/y. IIII , 1111 O BLUESTONE,BRICK BLUESTONE,BRICK BREEZEWAY 6x6 Q POST O o OR.PAVERS OR PAVERS #4 EPDXY COATED #4 EPDXY COAT 1t11 ee ' 1z 1111 11, p POOL EQI�IPMENT p „1, • . REBAR 24"OC EACH WAY V, 16P-8'9± iiii N , N 1111 (� „ ~ d REBAR 24"OC EACH WA 1111 - , 1111 ^ 6X6 10/10 WMM 6X6 10/10 WMM SLAB .. ..'a SLAB 3 —1 O f F� HAUNCH HAUNCH x ' x ,° ,° ,—G,� IIII N I N IIII 4"CONC.SLAB �" .,:,a.,.t.,.a.:,.ls�,::,4 :A..t.a, ..;.a,.�,.1.4�':,�. . 4r.CONC.SLAB V 1n1 v , m nn Int 2X6C1 &i?16"OC nn 'die d• RETAINING WALL TERMINATION TBD IN FIELD ' ' 6"GRAVEL p 6"GRAVEL , RETAINING WALL - rAM #4 EPDXYCOATED REBAR 12"OC ., - v o. e 11 III i I I ° �� _ _ -\ -- _- ---- ----i------CONCRETE r CONC./STUD WALL(SBD �� -_- i&+-�� �-& � T.-�»III 11 `- ) --------------------�-----------ALL FILL BENEATH CONCRETE SLABS TO BE SHELF BENEATH CONCRETE SLABS TO BE (3)2X12 GIRDER COMPACTED TO 95%RELATIVE DENSITY v MASONRY FIREPLACEpACTED TO 95%RELATIVE DENSITY1 , AND BARBEQUE TO< ASTM D-689.COMPACTION TEST AS NECESSARY. 9.COMPACTION TEST AS NECESSARY. n wi i BE ADJUSTED IN FIEL A pV N,�, AS REQUIRED WIT T \ ' m ?�1111 MASON AND G.C. v 47 ►-� , 1 1 ' , - PAI DETAIL ? ' Q 3 H1 .... - PROPOSED POOLHOUSE _' _ g i_�_I i !I! I m; � � �Ir " ,. .,� 1,er _. _�T ---------- - ------ CA G ---- --------- -- CATHE ,� LCEILING -------- - lm -------------------------------------------- -- ------ ------• THEDRALCEILIN PROPOS DlJ PAtllttlON �` j l OUTDOOR KITCHEN AREA Q z 191.0 s ft. LL �. .'uS ,• A•- -- I oo I co TO BE DETERMINED W_ z COPING CI I nl MORTAR T •/,... � . ru 4 fi i� rri w , `gam . 6"TILE BAND [WATER] , ._� '�o+• W� �tar,R'_w� � �-,�{� f Yi � r � '�(IFj` � ' ¢ '"' `s sr�•,:� �„ �^ ", A, „? }: _ w ' "r•'' kaGr'r1" ,.-,... ,.,.,. - `F •- g-u.•3 �4,;,••-,a, .,t' :, r . < y I I � �rs —f fff n y.,, °t p .. p , t I OO .r h <.`° '•- .. ?_-.. a r {'. i' 2 , �/ p NtM11 12X12 FG COLUMN00 cn i -191 6A EQ POST a 1 °`?�?' 1 , .. L'v ��? f ..��y -r wg1"°}'�/^' - 1 a ,'a kca k•?., ""a ..M:.� fes^V-, ,�,.,.dcr ^,,,ei'+a• '�T -'ma^> �",:,.T `. D 1 / n " K ..� 24"X24" � � t I , P DI A W J * '-- r ! (3)2X12 IRDER BASE w/36 X36 X12" a _.. - ,. „ti..-'-:..:,.- 0 ---- ---- ---------- ------ - ---- - ' FTG (SEE SECT.0-C) j +# w .d )- " (3)2X8 HDR (3)2X8 HDR `---- `---- »...f.s�...f.y_».x«�cc�«ci--- . 00 `' ^ —MARBLE DUST ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED IN TW3046 TW3046 ! k` 12”LIFT O 3000 psi TO 95%DENSITY ASTM D-689. .___ ___ ST p , , „ C z COMPACTION TEST REQUIRED(FEES TO BE PAID BY I J' -Q 5 —6�/2 3 —5�/2 0 47 0 OWNER)TESTING TO BE PERFORMED BY SOIL I Q ' - MECHANICS DRILLING,516-221-2333.GENERAL in ' Z o0 9 —3 12 —0 14 0 —0 19 —0 5 #3 C a .I CONTRACTOR IS RESPONSIBLE FOR ARRANGING TESTING. @10r o �. .; ;, -•;;Y _ _ uj CONCRETE:4000psi I I I I I Q m M o STEEL:60k5i y I u SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND SOIL TO BE LEFT ON PROPERTY.SOIL I I I Q Ori Q" '. a 4`, * ;, " TO BE STOCKPILED OR RUFF GRADED(AS PER OWNER)ON 12"TO 36" THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED RADIOUS I I '� ami " g ,4i• "I _ .,,. ,cam, Y : AWAY.SWIMING POOL STRUCTURE TO INCLUDE A MATT OF j ��(VARIUS) I I PROPOSED PATIO : x • s. x `- � j r` .,. #3 STEEL REBAR TIED,10"ON CENTER FOR WALLS AND FLOOR, / ON REINFORCED SLAB I `� r ` x ` ' •; 5"ON CENTER FOR ALL TRANSITION BREAKS AND BOND BEAM. I I I 4 ij AT GRADE H S GROUT GUNITE MIX I Icz THE POOL HELL TO BE MADE OF 1-4 DRY SHOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN r °J 12"ON THE TOP EDGE OF THE POOL BOND BEAM AND NO LESScu 3<;a 4.: ,. f „y.t,"+s. 5v"''� 1:,:• s'ria I I I pop v .p THAN 8"ON THE WALLS AND FLOOR.INTERIOR FINISH OF POOL 8" " '..e = '.`P.tet'--. w• ," """--''.' °-•"Y' ,.. " "_.`_°",'.y"` ..*- .'_^>'""'r'"' ` '' .`�'�� t` TO BE"PEBBLE TECH"DURABLE FINISH.COLORS AS PER OWNER. I I I N v : :,r :'..: .d;'• �' »". " '°,.;K — I O 711 MAIN DRAIN - I,?" a •' ' f, y R�, +"° ow M17 t aj GUNITE POOL DEEP END I I .4 SCALE: 1/2" _ 11_Ott 6'0"DEEP I i 1 PROPOSED PATIO � i I � •, - _. ,r ON REINFORCED SLAB — — — — — — — — — — — — — — — — — — — — — — — I U ,�, u R ! AT GRADE rO 't# 25'x36' INGR 1 OUND POOL GUNITE - '�-�+�:;,: �,� .fix:.' . �.�� •' _ _ " '`'- N ' - , , .m: +d I — — — — — — — — — — — — — — — — — — — — — — — >«'" � . ' -- ' . _. � I� I I! ,�� ' ►R, pie`"�' x �� v L ..� ti� ,^...nx . �"'.� `. _ _ )' .• •-.IWM...mis-.ai..a.Ybu,ea- `�: I � r � ,`Y - ` cam. _ '•.;'''"'.- '' : -:Yx r y,.s r : ' SHALLOW END - ' 3'6"DEEP =� kz . �',a c.j '4:::�;:� � „'�", - :-J:" ��.. '.mak -'as'a-' ...w;�!:F.w•"!��..w.w..,.� G}- Q1 � ` �'1.� b ' ••;s.,.,. .�...r" _ _ � :�.�,""-:- _ _ '.t,' :.,;«a,'fir. .,t'!*r�;,.;.•�v'.» � � ��r '. ,�'� :,�, '"`*mss-t ► ":� .'� � � 4 ,t, r wig ' : >;r ` f•" I : t`w* ��`�` { Z BENCH /. I I DRAWN: MH/MS _.y w _-+ : ,'r-a y;._ .,., :::, .• - EX PATIO ce SCALE: STEPS(IYP.) i! FOUNDATION PLAN JOB#: I 9/16/2019 SUN SHELF I SCALE: 1/4" = 1'-0" SHEET NUMBER: ail I I TRENCH DRAIN(lYP) I I TRENCH PRAIN P A- 3 l 11111111;illlll!illillliilllllllll 'IIIII 11 I I IIIIIIIIIIIIIII III I! IWI REVISIONS: C 47I 20'-0" 1 1 1 ---------------------- M ' 1 1 I � I ' 1 in K Cie 1 in 1 1 1 1 B x 12 , o 00 B 47 M 47 � I M / 1 I I 10 [] ' 1 -1 --- LID -- -- - '^ Z _ 1-3/09-1/2 ML RIDGE ---_----=-------- Lo --- --- ' LLcle •----------------------- N N ,Q 00 1 I 1 x ' ,N � 1 ' 1 ' ce I ' 00 _ ' 1 ' 1 O O x N I ; N co 1 PROPOSED GARAGE r OI ' 1 1 � 1Lo ---------(3)2X8 H---D-R.---- / POOL EQ PMENT FFF+++111 I w / '-0" 3' 0" H 20'_0„ 1 ,1 10'x8'CC VERED BREEZ AY 1 1 I , I Q ------- ---- /; - Q 1 2X8 DF#2 RR 12 i @16"OC 1 2, ' - — - — �� - — - —1 O 1 , �i 2ce ' OL ON A 1 /� N ' ; FpA x S ' q LL ' /`1 4 ; �'� ^ ; ti'�� 1200 I 4 7 x _ 1 � 1 a OUTDOOR KITCHEN AREA w (2) 1-3/4X9-1/2 ML RIDGE ; a TO BE DETERMINED c I I , 1 • 1 0 � 1 12 ' z 4 L O 1 1 LL 1 , ' X i 1 cl� 00 ————————————-———————-————————————-- ------------------------------------- , I 1 O ------ 4 7 i0 m Nq 0 m m v o 01\ gu m m O 0U x ° m- w 2 rn U �r in C� 0 W G PROPOSED POOL PATIO ON GRADE EvE4 w Uu U r—, O w cn PATIO ON GRADE N / cn I ' � 1 ' � I ' O�y I / 114�s DRAWN: MH/MS EXISTING PATIO I / SCALE: I / JOB#: 019 ' FLOOR PLAN- OF "S SHEET/2NUMBER: SCALE: 1/4" = 1'-0" L - - - - - - - - - - - - - - - — - A-4 G' REVISIONS: 20'-0„ 1 1 1 ---------------------- ; � � 1 ' I 1 Lo I 1 io � ' 1 ' 1 � � 1 � o00 = ' B N x 1 12 ; O B N ' 47 1 r x 00 M � 47 ' I M 1 , I IV I I 1� V , 1 1 � - 1� Q - 1 ' -� ----T Lo -- ----- ' _ 1-3/4X9-1/2 ML RIDGE --- - --- - --- __--- ------ 0 Lo --- O Iv d - - -I-- -+ 0 o I N OC � O Cy iLL ------------------------ N 1� X ' IX ' ,ry I I ' I ' I ' ce 00 I F- X N 1 ' X Ib 1 N M ' PROPOSED GARAGE Z I I I Lo ; Tn ' ��---------r3)2XSFiDR 1 POOL'EQ PMENT/A; /I \ 3'—0 -0" / 10'x8'CC VERED BREEZ AY ' O 1 1 ------- - I ; -------------------------------- ----- -----@16"OC 2X8 DF#2 RR 12 ' Ll---- ----------- ----------------------+ 1 w I ' '— - V I O I , f K I 1 1 �� r4 1 /Ace1 F N41: ' ' �� X ; s A 4 ; ; �� ^ ; ,� 12 I 4 7 x 4 1 I I OUTDOOR KITCHEN AREA ' (2) 1-3/4X9-1/2 ML RIDGE ; TO BE DETERMINED O 1 , I I I 12 1 w 4 � ' 1 " ' N O ' I & ' 1 I ' 00 I I m -LJy 00 ---------------------------------- i -----------------------------------; O w ------(474 00 0 N v C,21 o > o 1 (2 C, o, ~ a, v N � w3 PROPOSED POOL PATIO ON GRADE E=mlw U O d PATIO ON GRADE i � V I � � I � � I � � I I Da EXISTING PATIO I ,,r ,. c�� ' DRAWN: Mli/MS A SCALE: " , w r #� JOB#: 9/16/2019 SHEET NUMBER: FLOOR PLAN SCALE: 1/4" = 1 -0" L — — — — — — — — - - — — — • Ars REVISIONS: �z FASTENER TYPE: SPAINo.8 WOOD-SCREW ;ING' BASEDWITH 16"OC 2m.EMBEDMENT LENGTHNo 10 WOOD-SCREWS 1 BASED ANCHOR WITH 16"OC I 1 YYY 1 21n.EMBEDMENT LENGTH 1141n.du.LAGSCREW ' BASED ANCHOR WITH 21n.EMBEDMENT LENGTH � — � � I � � I + � ` � '� ' • � � — • I I _ • I` � • I 11 / I 11 I I I I APA PLYWOOD I SHEATHING 0.4TED SHEAT HING ` 11II I/ I GRADE PLYWOOD I �, I • �( • IS I 1 1 l I (ALTERNATNNE:7/16"0 S.B.) / T ® 1/2"APA RATED SHEATHING I GRADE PLYWOOD I -- (ALTERNATIME:7/16"O.S.B.) ' f I O ( I I I I I EXISTING j . I) I (2) 1-3/4X9-1/2 ML RIDGE • o f / FASTENER TYPE: SPACING: 'I ' 11 I I 11 11 11 f 'Q 'Q O 2%4 CAEW DFx2 I( No.B WOODSL� BASED ANCHOR WITH 10'OC 4 ` STUDS / I D SD WINDOWSILL 21n, EMBEDMENT LENGTH I ( 1 ( ' I ' l `• I I •I f 2X8 RR QQ° ° N•..� TYPICAL WINDOW OPENING No.10WOOD.SCILEWS ( ny 1 I • I L BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21o.EMBEDMENT LENGTH @16°OC THAN 4 FEET 1141n.ala.uGsaLEw 21n.EMBEDMENT 71fl. " BASED ANCHORT LENGTH WITH D — — TYPICAL DOOR OPENING 3)2X12 ACQ GIRDER 4 4 . PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLY WOOD ASSEMBLIES FASTENER TYPE: SPACING: % 2.2X4 OFx2 STUDS OONNECTED No.B WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL OR GA VINIZED BOLTS W/WASHERS fl45E THAN 6 FEET D ANCHOR WITH 8"OC AND NUT EMBEDMENT LENGTH D ` 50 2'-0"O.C. � h ' No.10 WOOD-SCREWS a N1 ` Q° TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"Oc PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in.dl..LAGscREW (BREEZEWAY) Q Q Q BSEDANCHORWITH 16.OC POOL HOUSE BLUESTONE THAN 8 FEET 21n.EMBEDMENT LENGTH EXISTING - CAP . D WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL _ ` PAVILLION 4 MASONRY FIREPLACE AND N FOR UE III I Q TO BE REFINED BY MASON FOR _ p AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) _ _ _ � CULTURED STONE WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" D DIMENSIONS AND TIE-IN WITH O MATCH HOUSE- v O ,AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO '�l° SMOKE CHAMBERS 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 - - - - - Q 4"CONIC.SLAB w/6X6 10/10 WMM Q Q - CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �' _ _ _ _ _ 7, - PROPOSED 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. 4 PAVERS RETAINING 4 - - v WALL HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. . 'L COMPACTED SOIL e •. e a, A a. e. a a, a a. a a. e a, e •. IIII/--1111 , . PAVERS OVER 4"CONC.SLAB w/6X6 10/10 WMM EXISTING FTG 16"PC WALL L a " p O (VIF) J.,e _I M rn 24"X12"PC FTG - - - - -----------------A (3)#5 REBAR A CROSS SECTION A 4 7 SCALE: 1/4" = 1'-0" u Q w z 4� O o � ct oo F� O w 00 1-3/4X9-1/2 ML RIDGE 12 1.3/4X9-1/2 6 ML RIDGE218 ASPHALT ROOFING w/UNDERLAYM 2X8 DF#2 RR @1 "OC ��@11151 1/2"SHEEATHI GENT C 0 N v I~ ---- 2X10 CJ @16"OC 2X10 DF#2 CJ @16"OCp ,_, ,_, (2)9-1/2] rn 2-0 OH cV - C-ML RIDGE 12 ® ® ® ® 1-3/4X9-1/2 ML RIDGE �4e. w u s~ ----- ----- X6 16"O p v Lono =N 2X6 STUD WALL(TYP) 2X8 RR 16"OC ����(TYP) RR @ '6'1 ` \ 2X6 STUD WALL(TYP) \ 1/2"SHEATHING Lam(= pC @ 1/2"SHEATHING SIDING PER OWNER1w/ I 2X6 C1 @16"OC SIDING PER OWNER w/UNDERLAYMENT (3)2X12 GIRDER C�f� W/UNDERLAYMENT DD Ln U •m BLOCKING BOO BLOCKINGI (3)2X12 00 .fl I (TYP) (TYP) I L GIRDER r4 v 2X6 ACQ SILL PLATE 6X6 TERMITE SHIELD POST �C J= 2X6 ACQ SILL PLATE SILL SEAL ' ' 12X12 FG :G' TERMITE SHIELD SILL SEAL ' ' COLUMN I ' 6X6 ACQ _ - — - — 4 < - --OOO POST(TYP) ;or4 _ C�OUi- I I( . 4"CONIC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC _ 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC - - - - - _ EW O D n D 8"PC WALL O �,. OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO d CULTURED STONE ( - RETAINING WALL .; OVER 2 (MIN) SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO •; ' •g OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" , TO MATCH HOUSE M OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" M _ DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE o ;° _ DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE - - - - - �_, - - - - - - - U — - — INSTALLED AT WALL @ 16"OC, INTO SLAB AND DOOR APRON. _ — _ — INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. 4"CONIC.SLAB w/6X6 10/10 WMM 1) X8"FTG °� b. 24"X24"X12" � i I• ' STEP FOOTING CONC.PIER ASREQUIRED ---------------------�-• ---------------------------------------------------------------� N B CROSS SECTION 6 ' P1'''� ' ---------------------- '= -------------------------------------------------------------- o ��' v i n v°` ' o f e've 36"X36"X12"FTG � 4 7 SCALE: 1/4" = 1'-0" c P4 CROSS SECTION C 4 7 SCALE: 1/4" = 1'-0" OW m k? ,�y e DRAWN: MH/MS ` 41%`� SCALE: Ar JOB#: 4 zq d0 �' 9/16/2019 0 * � ...� SHEET NUMBER: ti� f A-6 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 N, ° ° ENDWALL RAFTER CRIPPLE STUD WALL STUD p BOTTOM PLATE p RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUME ER DESCRIPTION APPLIC ATION 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 USP NUMBER 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 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 RAFTER 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC O F—I WALL STUD so THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP � LOCATED BY CONTRACTOR W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL C 1 RIM BOARD CHIMNEY AS REQUIRED h--1 RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN yy ` VENTILATION "V SIDEWALL FLASHING WOOD JOIST FOUNDATION Z/z TOP PLATE BLOCKING ' - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOC KING Z STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST 0 AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -GUTTER h--I 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 F---I ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO A5 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 / AC TION 4" - 6" RAFTER RT10 10-3/4" x 18go. 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" 18go. STRAP AND JACK STUDS ,- 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE � l , l FLASHING 4 INCHES V F--1 RAFTER ll BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME F--i EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING N W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE `~ GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST W 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS X48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS °O M INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION F+-I 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED W ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. Sc REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE SUB FLOOR TERMITE SHIELD / WOOD JOISTS No SILL GASKET ♦ NEOPRENE -^� i N .r u CONC. SLAB TYP. CONC. FOUNDATION n GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE o L r, .a! DAMPPROOF EXTERIOR 6 MIL. POLY ° v� m E 6MIL POLY ON EXTERIOR V GRANULAR FILL \, �, i I BOLTED TO STEEL BEAM WITH O v p.u ^ 1/2 " DIA. BOLTS ® 48" o.c. STAG. x 0 v / STEEL COLUMN I - `�` w a ROOF JAC K ♦ `� v ;~ `� ♦ CONC. SLAB STEEL BEAM o 00 ANCHOR BOLT EMBEDMENT: I I1 �. � \s1 ° C COMPACT FILL a POURED CONCRETE: 7" ` ( 4" x 1/4" x 8" STEEL M m i I i I B LOC K WALL: 15" V ` a � ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING o V /� ° ° ° L FLASHING AT �` ' / U e �'� CONC. FTG. p 4Q`p G �' SIDES AND TOP W�H 1 2' x 6" ANCHOR BOLT N � ° O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1 2" GROUT v C o a ^ ^ (USP LB PS58 OR B P583) .` o W REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC W TYPICAL BEAM DETAIL cm WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING H ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O cn V) r SUB FLOOR <� CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM / DOORGE I O JOIST COMPACT FILL � USE 2X8 FOR BLOCKOUT STEEL BEAM 4" SLAB P.T. PLATE �I` W/ 6X6 WMM M I I SLOPE V / - 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT CA � 1/2" AIR SPACE �`�` < I <I ° °�L 1 (WITH A NAILING PLATE IF NEEDED) ' - AT END AND 1 ° ° e' , TO BE APROX. 1/2" OR HIGHER THAN ' 1,55 STEEL ES OF WOOD �O ° , GRADE ° d �; ,a-----«--=--� �. -' BEAMS _ _ (PROVIDE AP � D v 0 ° STEEL BEAM TO ALLOW FOR SHRINKAGE � ° ° : - e � e °, ° ° STR PING TO KEEP JOISTS ALIGNED) _ _a a a _ ,- D I I- I I_I I I-1 I I I ° ° • _ 6X6 W.W.M. ��° - r - - �r �, a _��I 4 MN. r .n�D eD ^ 4�'a 4�'� 4 n'� ° o `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM a I�IIIII —SUB FLOOR s D 6 NOTCH EQUALS 1/4 DEPTH OF BEAM �1= D o e • n REINFORCING BAR ,' -III a p e o s IIT I I JOIST . D ► REINFORCING BAR c ° o . DRAIN TILE .I� ►I ° ;° SHEET METAL / 30# FELT UNDER BEAM AT POINT IT� ° l � �° ° �, ° I I`' STEEL BEAM 12 ,a.. OF CONTACT WITH CONCRETE OR CONC. BLOCK 3„ i_iim •„S.1p °�i ,><, v° PLATE (BOLTED TO BEAM) �lyj �r TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° �^ SHIMS TO LEVEL BEAMS REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 14 DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT �° ,>;' ,�. i ' SCALE: JOB#: BEAM POCKET '" ' � � pf� 9/16/2019 r• �� Cb�9 SHEET NUMBER: op A- 7 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES l). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: 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 QTYSPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d 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 EACH TOE-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 CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 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 shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 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 ATTICS w/o STORAGE 10 '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 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) PER NYS 301.6 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 O 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 NAIL GAURDRAILS ANY DIRECTION 200 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 DESCRIPTIONQ SPACING NOTES 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) spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. P g PTOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE W INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � (i). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONSym.: p pp STUD O.C. NAIL y attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. HEADER TO 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7" o.c. at panel HHEADER 16d COMMON 16" O.C. FACE ALONG EDGES NAIL SMOKE & CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. � Stich as bookcases, shelving, pantry, closets, trims, etc. edges and 10 o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Z, 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC _0 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TD: [-+ FOUNDATION NOTES: Type II 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 Q 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 sidewall 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. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 20 PSF - 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: 4 - 8d COMMON PER TOE 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE �I). 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 NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 P SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6" O.C. SEE NOTES: 1,3 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) SEE NOTES: 1 BOTH FIELDS o Where a ride 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. 8d COMMON @ 12" O.C. ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON NOTE: 2 FOR PANEL FIELD Ei maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL ""8d COMMON @ 4O.C. 8d COMMON @ 4O.C. SEE NOTES: 1,3 (D TRUSS W 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 > 0 (i). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 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 Q W 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. pp g BAND JOIST 3 - 16d COMMONPER END the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL • -+ g p P g• 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 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: 1 000 FRAMING NOTES g ROOF SHEATHING:I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Cn into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. W 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 QTY. SPACING 3 . Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For 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. ) P g g g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION o Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. �4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 v 6). Concrete piers shall be a minimum 6" above grade. 0 UP openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: r-+ .� ¢ u ci Openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored ft openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire 1 PP g NAIL NAIL �� w U to girder(s). JOINT DESCRIPTION Qom, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. M � and blocking where applicable. 00 ;~ 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall Mcz 5). All flush beamsiheaders to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC x -� anchors where applicable to all connecting joists. PLUMB 1 N G NOTES be used. Lo v m 7/16 OSB 3 O.C. EDGE CIN 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with cc v Floors to have ceramic the 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. ( w Sd COOLERS '� on plans. WALLBOARD 10" O.C .. FIELD P" 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/ r ) Y 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 CA 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. W 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size ands spacing permitted. where applicable unless otherwise noted. P g P STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES sd COMMON 1" OR LESS 12 O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) O 9 Provide blocking/bridgingin floor joists at 8'0 o.c.. Use solid blockingin floor joists MIN.44"SILL-AFF NOTES as required by current NYS Residential Code-FIREBLOCKING REQUIRED V) under all bearing walls. 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) Q' requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. Its 10). Provide insulation baffles at eave vents between rafters. Install draft blockingas 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. N 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 F-0 levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. 111). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailin uirements are on wall ll sheathin feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed g re q g using parallel rows of studs or staggered CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 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 SOIL COMPACTION: g studs. �� 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, V Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher cn 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorRIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ELECTRICAL NOTES: shear capacities, nailing requirements for structural TO VE � adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed 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. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 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 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. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. members,the tabulated number of nails shall be permitted 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. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR, IS COMPLETE. PY 3). All electrical work to comply with 2014 NEC. P to 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier orPlow i 1NSO rou per section R314 "�► �S►'� 4 . Install Smoke detectors and Carbon Monoxide detectors throughout as approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P torch down type material over. and R315 of IRC. a s -1����t DRAWN: MH/MS ,� SCALE: A 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP 9/16/2019 Q AND BASES.USE WITH FLASHING CAPS TO �+ l SHEET NUMBER:� COVER TOP 0 . A- 8 no, REVISIONS: SCTM # 1000-37-05-07 SITE DATA: 1000-37-05-10 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: Blower door PROPERTY: 30,098.6 SQ. FT. .69 ACRES and ductwork PROPERTY WETLANDS: 922.2 SQ.FT. testing required. BUILDABLE PROPERTY: 29176.4 SQ.FT. D GROUND DISTURBANCE:ESTIMATED AREA OF 12000 SQ. FT. K V APPROVED AS NOTED AY v � E �I - - DATE: 3d B.P.# 43& ! D FEE: ' BY:- EXISTING HOUSE: 2314.7 SQ. FT. 7.9% NOTIFY BUILDING DI_PARTMENT AT 0 EXISTING PORCH: 75.3 SQ. FT. 0.3% 765-1802 8 AM TO 4 PM FOR THE Must Provide Manuals FOLLOWING INSPECTIONS: �,Do J andS as per EXISTING DECK: 392.4 SQ. FT. 1.3 FOR POURED CGwCRETE 1. FOUNDATION - TWO REQUIRED NYS S Energy Code EXISTING SHED: 112.4 SQ.FT. 0.4% 2. ROUGH - FRAMING & PLUMBING O f 3. INSULATION 0 4. FINAL - CONSTRUCTION MUST ;;P0 PROPOSED OFFICE: 190.8 SQ. FT. 0.7% 40 CU.YD. 10 CU.YD. COMPLETE FOR C.O. 17 JJ�' O ALL CONSTRUCTION SHALL MEET THE FRANK&CAMILILE �;"" ;v PROPOSED PAVILLION: 254.4 SQ..FT. 0.9% 4 CU.YD. 1 CU.YD. C) REQUIREMENTS OF THE CODES OF NEW PlRozzl \ �,- J% H YORK STATE. NOT RESPONSIBLE FOR All exterior lighting PSS c; PROPOSED POOL: 900.0 SQ. FT. 3.1 % 150 CU.YD. 50 CU.YD. DESIGN OR CONSTRUCTION ERRORS. installed,replaced or - \ repaired shall conform6 1, PROPOSED GARAGE: 400.0 SQ.FT. 1.4% 30 CU.YD. 10 CU.YD. of Chapter 172 15 SE• - �`" �••`-••-•:�:,�••'- . . - 30 CU.YD. 10 CU.YD. LW �i the TO`",n Code �� ` 16I 5 "� '° °°' °° RETAINING WALLS: L� &EDN \/B," 1 `17: FQ�.°_•' .,: PROPOSW DRYWELLS: (2)8'X5', (1)10'X3' - 26 CU.YD. it CU.YD. ^ Q WILLv4E PEL 16 /�O/ �;•` iJ:;'; (3) 8'X3' �-) 15 0 16 / ` fit•, S" Y \I .SOILLjLOCATION COMPLY WITH ALL CODES OF W 16 � `rl /`'` '': •� '�� `1 ' �° TOTAL: 4550.0 SQ. FT. 16.0% 280 CU.YD. 94 CU.YD. NEW YORK STATE & TOWN CODES > �� `F GARAGE , Q "l 'a,:•v:•bd:°°..'°^'o..°°.:. .°,•• .MN R 20.0 14 15 \ / / ��.'" , zo'xzo' <:NEW DRIVEWAY.n`ei• e•^•:'°?• L = 31.45' � AS REQUIRED AND CONDITIONS OF FF:EL.14.3 ;' ;GRAVEL MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: 12/27/2007 PLU!!_IBER CERTIFICATION HOLD TOWN ON LEAD CONTENT BEFORE c�C '3 g" E8'X4.- ^ CONCRETE \ }.��5 3 � / I �� � O I .e':• °: '.•;%',,• `\•.°: .ei WASHOUT�.°.•, I-•� CERTIFICATE OF OCCUPANCY $ \ \ --CE SP OLS 5( I V,YJI L ,,IID � � \ - � I\DW/I � , � �o� LLJ 13- - APROXIMATE i m ` °,` e : °o.:'e... :'a., URBIN SUUTHOID TOWN TRUSTEES SOLDER USED IN WATER �•�/ATER � ` , 10'ELEVATION \ - W � :� 12 ,'- �� `����•• Q��� .a•.��,•�,�•��::°�`��;� ��'� J F--i SUPPL Y SYSTEM CANNOT O METER \ \ONTOUR(2004) EX.SHED O i \ B'X5' V .,._... N,Y,S.DEC \ � SEPTIC �� ,� , DWS �TRENCH DR '''•':�'; ' EXCEED 2/10 OF 1% LEAD. '- ORT -LAV \ - TANK 13� , _ &CURBIN 4o FRO d ISI POOL ;:°: Nr;.'e:i° U DRAIN-,,40 \ EQUIPMEN \ 5001 W 0 \ STONE PLATFORM AIR COND. FENCE R A INGWA la7n TOW:EL.12.2 3 &STEPS UNITS ,4. ` ' = 52.47' V sro 39.6' I a� = DEC DATA: W O LAMP CONIC. STONE ^ I 19.0' /.1..a:.: .. ° OCCUPANCY R < ?LUNIBINC� N 40 TOW: ` POST WALK 23 5' PORCH 00 d OFFICE AV LLI N !.° FRONT EL.13.0 I � 1z.o'x1s.9' 14. x15.9' OUTDOOR O ALL PLUMBING Vti„�TE �.. •p _ ,^ °` ",'�:'° o ExlsT. DESCRIPTION: TOTAL: LOT COVERAGE: U E _ FF:EL.7.8 / FIREVIACE : GRAVE WATER LINES NEED \ 9 3,� BARBEQUE 40 FRONT: J DRIVE USE IS UNLAWFUL 1 G < rn ( \ \ a1.2'(PAVILLION) , 2 --� PROPERTYJURISTRICTION: 14016.2 SF WITHOUT CERTIFlCA i -r -�.GaBB.la� co>r'��IN 2561 ITCH N O \ n EXISTING 1-1/2 STORY PATIO 3 TRENCH DRAIN 0 OF OCCUPANCY $ DR11 % N EL.7.5 &CURBING o HOUSE &GARAGE67p m SLAB FF:EL 6.0 0 _ _ _ _ y EXISTING HOUSE: 314.3 SF 2.2 �Of CR9V 8 \ ° - N PATIO -\ 8'X3 40, • Z EXISTING HOUSE DECK: 325.0 SF 2.3 to T6'��IS a PL.ACAFt®°I�'�a R�C1U["1la® 42.0� oR���q\p � EL 7.5 `\ I\DW'I RONT � t , POOL 1 Q Q _ _ _ _ _ _ _ _ $,X3� 25'X36 \ r8'X3\ EXISTING DECK STAIR: 47.2 SF 0.3% W 9 V 3.0 I I I I A'ELEVA IO EXISTING PATIO ON GRADE: 361.0 SQ.FT. 2.5% ~ ^ W ADW I�VV�Q 10'ELEVATION O - CONTOUR(200 )� DRAINAGE INSPE-CI71ONS ARE REQUIRED r E( �gt 9` ,\ ,o 0 a EX.DECK WITH EX.PATIO ON LL 1 EXISTING RET.WALL DECK: 100.0 SF 0.7 •� Contact S Engineering at 765-1560 before PATIO BELOW GRADE 7. O Backfill,OR Provide Engineer's Certifieatiion 35. I 'deep I TREN �• that the drainage has IF e � W� R�NCH DRAI DRAIN 9 been insta._ed to Cade. _ PROPOSED PATIO ON GRADE: 458.8 SF 3.3% � 27.0' 3.5' 26.3' ; ; u.z zs.a \t Io.o' �ry 1 I I I\I f [� ELECTRICAL I-� - � /8 268, I11 =Ifr ° M �' ►PO \ PROPOSED POOL: 612.6 SF 4.4% w Q' INSPECTION REQUIRED � � w HAY BAY OR SILT FENCING TOTAL: 2214.4 SF 15.7% M -- --------------- ----`" L--------------------------'----- - -------- LIMITS OF CLEARING TO BE W 6 NO MORE THAN 20'FROM _♦____` SED \ ^ 6 N INDICATED ON SSIRK AS ITE PLAN \ i ui in CONIC••STOOP \ in &STEPS - - _ N / O / F N ROBERT&BARBARA KELLER N ami EXIST( GTOWN OF SOUTHOLD EXIS ING D CK cmn d G 0 J DRAIN IPE FROM CATEH MIN T REM VED Cn n E +u'• EIA I` LANDWARD LIMIT OF TIDAL x u - - O A'�VIEW T QPOL T _ Ln WETLAND BOUNDARY AND m o �' .i-; y's VEGETATERED BUFFER ALONG CL,u 11J 'y`r CONC.RETAINING WALL O X o i �� • CONC.RETAINING WALL 'i I `'i' ��� y d z v NON-TURF BUFFER PLANTS '._ _ �_ `� \ O s~ IN ACCORDANCE w/DEC Y TIE LINE WATER~j i ;:�`��` 30 5 y- LISTED APPROVED PLANTINGS APPARENTHI10�13�2004'_` i 11,90 �S. ;`,'� i% O d+ ¢' MARK S'82 13' 05' S°p�� ty '•- `, `� U un .� ti.� i DRi 25.77' 219 3¢ V U -V O 011 00 WOOD y- S(o0 `L1 WOOD �° WALK DOCK W �f WOOD WOOD ��• �! � DOCK RAMP STORM WATER MANAGEMENT DETAILS W°°° --- DOCK N.T.S. G � 0 N SITE PLAN W SPR1N � SCALE: 1" = 20'-0' I E LN STONE CAP EL.12.2 F�=1 SINGLE BEAD HALF ROUND GUTTER STANDARD 5" EX.GRADE EL.12.0 I . ill �--!IIII , , ku -- I " REBAR(E.W.) E E E i jitfl_-_ill - W I(GRANULAR 60ksi _ BACKFILL- / @100%RUNOFF DRYWELL TO - �� . LOCATION: AREA: TOTAL CAPACIT -I,1'z^DRAIN PIPE @ ae oc'' - F 2"RAIN PER HOUR: PROVIDE: (1'-0 ABOVE PATIO) PAVERS OVE REI f- ':€- 1I 112"PC WALL' COLI .S PROPOSEDD PAVILLION, OFFICE: 544.7 SQ.FT. 91.0 CU. FT. 211 CU, FT. 'I-I-�13sooP:l (1) 8 dia,5 deep GARAGE: 514.0 SQ. FT. 53.6 CU.FT. PPE--t .4'dia.DRAIN 'r •a. ' "r' I__ E_�fE a�i '�•� III I_ -1 I- I_-� I - _� _� I --� I_3d••.ii•. ! ( -_ dia. 4'd a .e a ,o a -'A 8 e 169 CU. FT. PROPOSED POOL: .�4 P ,r r ,r l o•'v '� �1 � '' DRY WELLS TO BE 10' MIN. PROPOSED PATIO: 1625 SQ.FT. 271.4 CU. FT. (3)8'dia.,3'deep 380 CU.FT. �• �y 4 -8 �j DRAWN: MH/MS AWAY FROM HOUSE SECTION A-A O �x, "` ? SCALE: 1/4"=1'-0" (1)8'dia,5'deep X& 211 CU.FT. _'',: � `�s. JOB#: 1 00 ° PROPOSED DRIVEWAY: 2322 SQ.FT. 388.0 CU. FT. 206 CU. FT. 1 10'dia,3 dee / �� ° ° o o ° () P (TOTAL:417 CU.F SCALE. 1/4 = 1 ` 1W, Ik R �. March 22,2019 r. SHEET NUMBER: r (Uzi J OF . --- S. 1 REVISIONS: /o Li Li )o /j O F-I u „ � W 7711 n P� 1 W-41 r-� I I I I I I I I 'l, III I IIII FT FU I I Hill 11 u u J o Q u � w r i o - -- �El )oo �o o 1.4 I I#IIIIII I 11Y PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1' -------------------------------------------------------------------------- Q3 � � z � o ct 0 H w O 00 0 N v o O o 4 N rnU c-' 01, �� En co � w3 Ell: - - - - - - - - - - TF- Fl—Ii 1111 11 Jl a w oo u I.� N , DRAWN: MH/MS SCALE: 1/4"=1'-0" " AE« y JOB#: PROPOSED EAST ELEVATIONf ' : ;. � March 22,2019 i ----------------------------------------------------------------------------------------------- SCALE: 1/4 t SHEET NUMBER: A— REVISIONS: TO 8'X4'DW - A ` BI POOL EQUIPMENT r — — — — — — — —r — — — — — — — — — — — — — — — — — — — — — — — - --1=- - - - - - - - - - - - - - - - - - - - - - --\ ---------------------------------------- C3 O © I 36'-0" ` \ I 1 I 1 I — 1 ------------ - ------ ------------- - A ' CD DzyV/ 1 � C9_NS ' � ' ---- --�-- --------- \ - --------- ------- ------!_---- 4 ' PIER 1 ( I -HAUNCH RETAINING WALI1 ' I I SLAB (TYP.) (TYPICAL) � ; TOP OF FLOORIN ' 12"PC WALL,DAMPPROOF TO BE v 24"X12"FTG. (3)#5 REBAR MIN.4"SHELF i ; L[) � I I � ♦ Q � I . I I I I 1 I 12"DEEP FTG. 1 o ; (MIN.6"PAST 1 _ CONC.SUPPORTS) 1 u 1 I w •- i Q CRAWL i _ F1R[PL4E/ I X SPACE ' o PAWILLION BA�2BEC�UE i r- �4 Q/ Z HAUNCH ' G i SLAB (TYP.) g LO 10"PC WALL,DAMPPROOF; 74'-0" 5140" 24"X12"FTG.(3)#5 REBAR ---------------------- ------- � 1 1 I I � � CONC. ' 0 I ' ' , I -- ; i PIER 1 I Cli HAUNCH SLAB /7�P. 12'-0" 14'-0" '-0" (TYP.) I / I , ' 1 � I 1 I I ' 1 I I PATIO STEPS(TYP.) PATIO PAVERS AS SELECTED BY OWNER1 MIN.4"CONC.SLAB,REINFORCED�v/ 6X6 10/10 WMM,#4 REBAR @24"OC e.e.NEW OR DISTRUBED FILL UNDER SLAB TO BE COMPACTED TO 95%RELATIVDENSITY.ASTM D-689 VOMPACTIOO TEST AS NECESSARY.6"GRAVEL BASE'UNDER,THROUGHOUT(TYPICAL). ALL NEW AND EXISTING CONCRETE WOFK IN PATIO AREATO HAVE CONCR'fE SHELF(w/HAUNCH SLAB)OR HAUNCH SLAB ANCHCHORED TO CONCRETP w/#4 EPDXY COATED REBAR @12"P/j.ADJUST WALL AND FOOTINGS AS Q FOR REQUIRED PATIO SLAB. I � I i i w 25-0" d EXISTING I � • r--� � � I � SHALLOW EN 0 3'6"DEEP ' I I ' I ' I W I I I , ; I 00 IN OU POOL �I \ — — SKIMMER — — — — I �'� �'� o (TYP.) m N i i v X O 00 I I DEEP END 6'-0"DEEP U011 — — N RETURN — — — (TYP.) MAIN DRAIN O ' ,' p ' I in I � , N ' W ' H U O HAUNCH SLAB (TYP.) � ,' � �► N 12'-3" 25'-0" 10'-0' \ ' U `4 B ' FOUNDATION PLANt :: SCALE: 1/4" = 1' R° 4 SC,�`` DRAWN: MH/MS � . SCALE: 1/4"=1'-0" JOB#: March 22,2019 SHEET NUMBER: A�2 REVISIONS: A B 1 47'-0„ 36'-0" _ Mg— I I \ 12"CONC.RETAINING WALL(3)2X12 GIRDER TO SURROUND PATIO AS J MASONRY FIREPLACE _ —' REQUIRED.STONE FACE INSIDE / ' TO AND BARBE UE ' Q ) J (MATCH HOUSE) nZ --BE ADJUSTED IN FIELD- -J MASONAND G.C. -: ----� 40 OV JT 1 { l !Iwij `' Pp u 10 ^-N - J r = w�-=-i g - °'; > �� .= OUTDOOR KITCHEN AREA PROPOSED OFFICE _ I \ _- - - \ Lu _ F I I \ / w o � .� m� } TO BE DETERMINED----- X _� --- -- �_ _=�----- -------------------- C O , ( PROPOSED PAVILLION end corn _ \ \ o X 12X12 FG COLUMN OI \ -- - J p N- - -24"X24"PEDISTOAL W/6X6 ACQ ST J Ll (3)2X12 GIRDER 1 ( / -- ' I ��- I BASE(SEE SECT.B-B) / / H (3)2X8 HDR (3)2X8 HDR 04 TW 046 j3' - 1 -- - - -- - - - -- , � 5 6 3 —5�h —I—� ,15 0" r - Ln % —/ J J J l I - j /EXISTING! i I i ' ( � •I I (v \ I (v ;PATIO ON GRADE FRO OSED OOL > J --- —I cn / M 112N � iI � /19,-0" r 00 u PATIO ON GRADE ro Lr,_JLr, -- ^ ( ---- - - - - ----I u v J , l J ( , rl It J r r 10'— " '— " 0 9 0 V FLOOR PLAN U x SCALE: 1/4" = V e• - 4. a�$ ' y� 4 '� DRAWN: MH/MS IPL ..±, ��* " : �, x �^y-;;:. �� ,�•;�: SCALE: 1/4"=1'-0„ JOB#: March 22,2019 SHEET NUMBER: A-3 REVISIONS: 1-3/4X14 ML RIDG 1-3/4X14 12 ML RIDGE 6� - ---- ---- 12 2k1 0R R @161OR @16 C OC 2X6 PLATES w/ (3)2X12 GIRDER 2X8 C1 @16"OC 11 1 " - 12X12 FG COLU N� O 1 1 'N I ' ' � 2X10 STUD WALL � 6X6 ACQ POST I STONE CAP ' ' EX.CRADE t— _I,III—I #a RE— ! EX.GRADE =a GRANULAR (.W.) - �I. — -- BAR E -- 24-OC(TYPJ GRANULAR 2X4(ON FLAT) III-_ _ 60ksi l+ BACKFILL__' --1- �'_ — — - - — BACKFILL + 16-OC o !- -j 16X1 CC.BLK PIER DRAIN PIPE @ =! 8"PC WALL ! (r-Ol ABOVE PATIO) ;� PAVERS OVE RC Ell 1F ULT RED STONE t� :a_i tz"Pc WtiLil < CON 3/4 SUBFLOOR PAVERS OVER REINF RCED ~J i_--�-_' _ 3500psi- 17 - - - - -- F--� jtl 'e: ' , + ' I-- 4f• C.SLAB c: -4"�dia.DRAIN PIPE o - r 1.' �: o Y fi,. fir. fid. - - b b 0' —- , -- ,, 9 1/2 TJ1230 WOOD I 16"OC 4- --4` _ 4"X24' -I - -i IIIA I , a• 8 =' P OI 0t .••e �P'�'o aa� o. O e' O C►o O o o C n n 0: „ tia SHALLOWEND. fl CONC.PIER 12N PC WALL N D ... D I .— --IL . -0I 11I. i( )T3-6"DEEP SEPS DAMPPROOF D r'CONC.SLAB nC WALL 4Q �DEEPEND DA 36"X36"X12"FTG. e MPPR00F 4 4 4 . 6'-O"DEEP e40QQ� tiI h� _ •vs- vJ•oA� �► O O•°•Q• ,OA 24"X12"CONC.FTG. o (3)#5 REBAR (� SECTION B B o SCALE: 1/4" = 11 SECTION A-A C SCALE: 1/4" = 1' OU Q Q COP11 7 7z^ B" MORTAR II 2" z � I I •-6"TILE BAND (WATERT >D J I ! FASTENER TYPE: SPACING MARBLE DUST No BWOOD-SCREW ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED IN BASEMBEDMENT LEN 16'oc tin.EMBEDMENT LENGTH I I 12"LIFTS TO 3000 psi TO 95%DENSITY ASTM D-689. COMPACTION TEST REQUIRED(FEES TO BE PAID BY No lB ANCHOR WITH I S I I ( • I •cam. BASED ANCHOR WITH I6"OC T ^ OWNER)TESTING TO BE PERFORMED BY SOIL 21n.EMBEDMENT LENGTH 11 I 1 I 1 ^^ MECHANICS DRILLING,516-221-2333.GENERAL IBASED Q 1/41n.d1a.LAGSCRCW I I I I S CONTRACTOR IS RESPONSIBLE FOR ARRANGING TESTING. #4 @10"OC ANCMENTIEN I6"oc 21n.EMBEDMENT LENGTH I\ I1 I I\ I _ CONCRETE:4000ps1 #4 0"OC ` 1 ' 1 I I \ I I ` ' • • W ^ 3/4•APA PLYWOOp 1rJ 1 / I/ I ' 1 1 I SHEATHING 1 O 1/Y APA RATED SHEATHING STEEL:60ksi I I GR1DE PLYWOOD 1 SWIMNG POOL TO BE EXCAVATED ONE FOOT OVER DESIGN 1 r 1 I / I (AUERNATNIve 2/16^os B7 I ( I • I I I ( • O �,y SPECAICATIONS AND SOIL TO BE LEFT ON PROPERTY.SOIL ' 1/2^APARATEDSHEAIHING P I I GLTERNAYWOOD I1 f I I I TO BE 5TOCKPILED OR RUFF GRADED(AS PER OWNER)ON \ 12"TO 36" lie (ALTERNATNNE:7/16"O.S.B) I I THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED RADIOUS I , I ( + I / I II I 00 AWAY.L REBAR POOL STRUCTURE TO INCLUDE A MATT OF I'VARIUS) ® FASTENER TYPE: SPACING' I I lI I • ' I /I I • I I I • I M 3B"STEEL REBAR TIED,10"AN CENTER FOR WALLS AND FLOOR, \ 1 zz4oFuz 5"ON CENTER FOR ALL TRANSITION BREAKS AND BOND BEAM. f THE POOL SHELL To BE MADE OF 1-4 DRY GROUT GUNITE MIX No.B WOOD-SCREW 1\ STUDS SHOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN BASED ANCHOR WITH 10"OC \ ' ®l ` • 21,EMBEDMENT LENGTH I \ 1 II I O L WINDOW SILL ( y 12"ON THE TOP EDGE OF THE POOL(BOND BEAM)AND NO LESS I I l I TYPICAL WINDOW OPENING No.10 ANCHORV40OD-SCRMS WITH THAN 8"ON THE WALLS AND FLOOR.INTERIOR FINISH OF POOL � , 8" BAs6o ANCHOR wrrH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH 5 TO BE"PEBBLE TECH"DURABLE FINISH.COLORS AS PER OWNER. THAN 4 FEET 1/41n.dia.LAGSCREW II II 1 BASED ANCHOR WITH 16-OC I Ln.EMBEDMENT LENGTH TYPICAL DOOR OPENING MULTPEPLYWOOD ASGEMB E5 FASTENER TYPE: SPACING. PANEL SPAN GREATER THAN 4 FEET 2-2x4 DFaz STUDS CONNECTED G U N I T E POOL AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8D WOOD-SCRANCHOR EW WITH oc THAN 6 FEET OR GALVINRED BOLTS W/WASHERS 21n.EMBEDMENT LENM AND NUTS @ 2'-0"0 G No.10 WOOD-$CREWS SCALE: 3�8 = VTYPICAL MULTIPLE OPENINGS BASEDANCHORWITH 91 O 21n.EMBEDMENT LENGTH O PANEL SPAN GREATER THAN 6 FEET T'-1 AND EQUAL OR SMALLER BASED AN HORCBEW WITH 16•oc m N C THAN 8 FEET 21n.EMBEDMENT ENG H F WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL CIN AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) C) m a; WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" \D V AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO1-I 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 O X O m CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE, w y 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. 'L3 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. (z 0 00 ,4 0 4 BLUESTONE, BRICK BLUESTONE, BRICK 5 � OR PAVERS OR PAVERS0*1 00 inN #4 EPDXY COATED #4 EPDXY COATED 0 w VA . a V° REBAR 24"OC EACH WAY VA REBAR 24"OC EACH WAY SLAB6X6 10/10 WMM SLAB 6X6 10/10 WMM D P � D HAUNCH HAUNCH o . o .----=----:_,.,____.-,_. _...,----„_,----'--- - -,�, _ 4” CONC. SLAB o =-°",• -_ .,4• ......a T-.- a•-nT_-... ...... *•r,_ a ,�I°- = 4" CONC. SLAB D U 000 0 0 0 0 0 0 o U 6" GRAVEL 'o D � � ��� 6" GRAVEL � o Q a Q oCklV C �o i-.o moo- �o o. moo. moo. �o moo. �0 0 0 �o �a ° e #4 EPDXY COATED oD I o " H REBAR 12 3c °' a a I I I ( ( ( ( ( � �° a °D CONCRETE o 0 1 1 1 1 • • . I I I I D ,; ao o ALL FILL BENEATH CONCRETE SLABS TO BE SHELF ALL FILL BENEATH CONCRETE SLABS TO BE ° COMPACTED TO 95% RELATIVE DENSITY o COMPACTED TO 95% RELATIVE DENSITY x 0 oCOMPACTIONASTM D-689. TEST AS NECESSARY. �° 4 ASTM D-689. COMPACTION TEST AS NECESSARY. STONE PATIO DETAIL e 11 1-0 11 e DRAWN: MH/MS 1 = 1 � SCALE: 1/4"=1'-0" SCALE. JOB#: March 22,2019 �* OF Ne-�•e t°� SHEET NUMBER: -4 REVISIONS: 1-3/4X14 ML RIDGE- _ - _ - _ - _ - _ - _ - _ - - _ 12 R @16°O c 2X8 CJ @16"OC 2X10 STUD WALL I EX.GRADE t D IIIIF-=IIIEEE ill�iil 'I Dn GRANULAR �_ll I 2X4(ON FLAT) BACKFILL 0 III— D. Lo I 8"PC WALL .D 3/4 SUBFLOOR PAVERS OVER REINF RCED Z �. CONC.SLAB _I I I- �• 9-1/2 TJ1230 WOOD-1 @16"OC 12"PC WALL _e•• 4.,(n P) 4' (n P) - DAMPPROOF. D'p 2"CONC.SLAB >D 110"PC WALL = I I i=0 111 ✓==1��I ;;D' DDD'• DAMPPROOF •��� �•v. • [�] 24'X12"CONC.FTG. ^ Z (3)#5 REBAR l W4 Cn Q SECTION A—A C:� z SCALE: 1/4" = 1' Z ° w U O W H H Q Q I-3/4X14 ML RIDG 12 R @16"O • C Q 2X6 PLATES w/ (3)2X12 GIRDER MFT o 12X12 FG COLU N� co O i i =N •� STONE CAP i ; 6X6 ACQ POST I_ EX.GRADE REBAR(E.WJ I I� 24"OC P. GRANULAR -- _60ksi — - - — _ L— Ilik=_ 0 1-- I2"DRAIN PIPE La 48"OCI t 16X1 C C.BLK PIER ! =- ABovE PATIO)- PAVERS OVE 1 ULT RED STONE 1 11i--;_� --;I = 112"PC WALL, CON -4"dia.DRAIN — -PIPE c•t f. I-- —i _ , b o ••e.e Y -~24 X2,tb. 4— - -._-+- CD r , °P •.P.:' e CONC.PIERD e D ° SHALLOW END. o a a a „,: �'�•r . .��,r s e �. 0 o STEPS 0 o ,3'6"DEEP v .o v I N .Q � v A' s f a. s D s• 0 e' O e C7 } „ ° 'DEEP END � u 4'-8” �, 36 X36 X12"FTG. or C o� G o� a m a) u 0'o D'o 00 00 00 6% 00 00 0o Go 00 00 6'-0"DEEP e n p ° p e 10 s ° p ° SECTION B—B 064� o U SCALE: 1/4" = 1' � � rn Lo U a � v� �n v N .0 W a BLUESTONE, BRICK BLUESTONE, BRICK w OR PAVERS OR PAVERS #4 EPDXY COATED #4 EPDXY COATED REBAR 24"OC EACH WAY v o REBAR 24"OC EACH WAY V) PRESCRIPTIVE DESIGN PER R402, 2015 IECC: SLAB o 6X6 10/10 WMM SLAB 6X6 10/10 WMN1 w FLOOR SPACE R30 CEILING 49 HAUNCH o y �� HAUNCH _ a a _ a _ a _ R-VALUE R-VALUE: "" '- -' -' "• 4 CONC. SLAB ° -'• o ,,.,_,__,.,,,.,_,_�,_,:, »,_,_; 4" CONC. SLAB N 4 EXCEPTION FLOORS: � IF FRAMING MEMBER IS R19 FENESTRATION 6" GRAVEL 0.30 e �; 0 �5 >�U �S >�U ( o . >�� ;�^� 611 GRAVEL T00 SMALL U-FACTOR: #4 EPDXY COATED GLAZED REBAR 12"OC SLAB(HEATED)(2 PERIMIETER): R10 FENESTRATION NR SHCR: o CONCRETE ,0I— ° ALL FILL BENEATH CONCRETE SLABS TO BE SHELF FRAMED WALL SKYLIGHT •`oy ALL FILL BENEATH CONCRETE SLABS TO BE R-VALUE: R20 U-FACTOR: 0.55 D D .'D COMPACTED TO 95% RELATIVE DENSITY D D COMPACTED TO 95% RELATIVE DENSITY BASEMENT WALL .o ,°Q� ASTM D-689. COMPACTION TEST AS NECESSARY. � a ASTM D-689. COMPACTION TEST AS NECESSARY. (CONDITIONED SPACE) 15/19 R-VALUE: �At t is 5Cy STONE PATIO DETAILR �,�" � "1 '' DRAWN: MH/MS SCALE: 1" = 1'-O" ��� '`, '. Wo SCALE: 1/4'-1'-0" JOB#: March 22,2019 •, � 233q "�� SHEET NUMBER: A A-5 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 to ° ENDWALL RAFTER ° CRIPPLE STUD WALL STUD o ° BOTTOM PLATE 0 RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL 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 LOC ATION USP NUMBER DESCRIPTION APPLIC ATION ILOCATION JUSP NUMBER1 DESCRIPTION APPLIC ATION RAFTER SIZE USP NUMBER DESCRIPTION APPLIC ATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 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 JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC O F-� WALL STUD / THROUGH-ROOF EXHAUST VENTS SELECTED AND / LOCATED BY CONTRACTOR W H METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL A RIM BOARD CHIMNEY AS REQUIRED z RAFTER SILL PLATE(S) WALL SHEATHING MAINTAIN O RAFTERS VENTILATION p? SIDEWALL FLASHING WOOD JOIST � FOUNDATION - , TOP PLATE �� BLOCKING [-1 ' - - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING Z STAPPING TO B E ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A O p AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA �..I U 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 ONTIN. SOFFIT / EXT. PLYWOOD H ON ALL OPENINGS �' PROVIDE HEMMED EDGE AT OPENINGS OF 1/a 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" 18go. 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 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL / ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME • � � EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT ;-.4 Q F�•i WOOD JOIST � W ~ z TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD00 � AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION W 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE INJO IF ABLE, SET FIR INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR.JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS oc 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DB L. SILL PLATE C� I o TERMITE SHIELD _ �- SUB FLOOR SILL GASKETWOOD JOISTS m0 m cf) v u ` NEOPRENE ; X u TYP. CONC. FOUNDATION ^ CONC. SLAB ��` , , o M r' 0 GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE Fo m o X � 6 MIL. POLY • - �� � ' r., � +, .-G DAMPPROOF EXTERIOR ° ' BOLTED TO STEEL BEAM WITH c ti u GRANULAR FILL I 1/2 " DIA. BOLTS @ 48" o.c. STAG. x o EMIL POLY ON EXTERIOR V �, 7 � � � � ° V s STEEL COLUMN a ` , u ROOF JACK o 00 -E �G CONC. SLAB // I I �\ STEEL BEAM\ �� �� u ° � oA d ° n a �,,\ ANCHOR BOLT EMBEDMENT: � m ° COMPACT FILL POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL V i I i ° B LOC K WALL: 15" ` I TOP AND BOTTOM PLATE ROOFING LAPS U a V ° ° d ° �� �. FLASHING AT WITH 1/2" x 6" ANCHOR BOLT :° KEYWAY FOOTING D A'n a- n CONC. FTG. D' SIDES AND TOP00 c° ° C O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT cv °J 1 0 o ° (USP LB PS58 OR B P583) .� .0 W REINFORCING BARDIA. ANCHOR BOLT I I 3" STEEL COLUMN FOUNDATION 5/8" �+ DRAIN TILE D ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ~ SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O PRESCRIPTIVE DESIGN PER R402, 2015 IECC: r— SUB FLOOR W � CONC. SLAB I I DOOR FRAME 6X6 10/10 WWMN COMPACT FILL ' DOORGE I 0 - JOIST USE 2X8 STEEL BEAM '�•� FOR BLOCKOUT 4" SLAB ' P.T. PLATE , , W/ 6X6 WMM M I I SLOPE ` 4"DRIVEWAY -Om NOTCH JOIST AND ADJUST HEIGHT V ' 1/2" AIR SPACE �`� < I <� ° ° WITH A NAILING PLATE IF NEEDED) EDED) AT END AND 13 HIHER THAN 15-A ES OF WOOD ,,0 ° ° °•° .< ° ° STOEEBL BEAM OTOIALLOW RFORGSHRINKAGE x GRADE a--=---«--=-- BEAMS _ p D D D a , •, (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ° n ,^=-- z ° e ° �' %' - � ,4!'a ., �. 6X6 W.W.M. � �° ISI 12 D ,'D D D /1•, � ---_NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - , O ° I I r—SUB FLOOR MIN. �. .° ° '^ l!'a �'s ° ° ^ D 6NOTCH EQUALS 1/4 DEPTH OF BEAM �1. D D ° • n •" REINFORCING BAR . D i REINFORCING BAR t' ° -I ° O°,°•p Ip . I I—I I JOIST — DRAIN TILE If—►I 1� ° a IN DRAIN O, ° O° ° I— `' ;'� '*"o �g ° e° SHEET METAL / 30# FELT UNDER BEAM AT POINT STEEL BEAM , 6� 12" •. OF CONTACT WITH CONCRETE OR CONC. BLOCK LLT_lif�it_ If"t--I lit— ,r� � o• c 3" PLATE (BOLTED TO B TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •A A SHIMS TO LEVEL BEAIA �r REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. °� � A%0; 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT yI C DRAWN: MH MS a � $ SCALE: 1/4"=1'-0" BEAM POCKET r y JOB#: March 22,2019 � �T 23SHEET NUMBER: REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD IND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNE NT HAZARDS R LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4 DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 0 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. rn Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP I APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ~ 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. W HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored 1 Q to girder(s). F-1 z O RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. " H+ U 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal p� POST for any contact with ACQ. TOP PLATE v� TOP PLATE O O BALUSTERS F--4 U WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types M--� or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RTI 5 TYDOWN ANCHOR POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE P g EACH RAFTERthan 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT PLATES TO EACH STUD EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 V inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a 1 distance of 3/4 inch measured vertically from the tallest I--1 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the W 4" DIA.MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the � Q GIRDER/HEADER e handrail above the recess shall be 1-1/4 inches to 0 maximum of 2-3/4 inches. Edges shall have a minimum W z POST/COLUMN 0 0 o radius of 0.01 inches. M• Z JOIST o o �Oy M POST/COLUMN NAILING SCHEDULE GIRDER/HEADER ROOF SHEATHING: v� JOINT DESCRIPTION NAIL QN SPACING NOTES W POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATIONQ'i STRUCTURAL PANEL Sd WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APDLY TO EACH COLUMN DECK/PORCH RAILING ROOF FRAMING: LOCATION USP NUMBER 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL o TOP PLATE 10'WALL: 4-8d COMMO RAFTER — CEILING JOIST 8'WALL: 3-8d COMMON EACH cn N s~ TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL co o ON STU CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o m o PARALLEL RAFTER WFCM-SBC LAP NAIL Ca o., M o ' •' ® BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE • OVER PARTITION WFCM-SBC LAP NAIL w @J • 0 COLLAR TIE AS PER TABLE 3.4 EACH FACE • Q TO RAFTER WFCM-SBC END NAIL �°i oWOOD JOIST BLOCKING EACH TOE o ci Q • > 2-8d COMMON `� � ^x " • " TO RAFTER END NAIL RIM BOARD EACH END u7 U � p LEDGERI I 2 -16d COMMON C7,\ +' GIRDER/HEADER I CONCRETE PIER TO RAFTER END NAIL �+ � o I00 WOOD JOIST WOOD JOIST cv Q) � 8) WALL FRAMING: NAIL JOINT DESCRIPTION QTY SPACING NOTES FLUSH JOISTS WITH HEADER/GIRDER I (MINIMUM) TOP PLATE DOUBL:2x TOP PLATE TO 2 -16d COMMO PER FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I THE PROPER STEEL CONNECTOR. I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT 4-16d COMMO JOINTS FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4 HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER STUD TO 24" FACE REQUIRED I I STUD 2 -16d COMMO O.C. NAIL U FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER 0 PRESCRIPTIVE DESIGN PER R402 2015 IECC: i HEADER16G ED FACE HEADERR FLASHING TUCKED UNDER 16d COMMON ALONG EDGES NAIL ' i I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMOI, PER 2x6 STUD NAIL IV LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: THREADED RODPER PIECE OF SIDING BELOW FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT FACE NAIL � f� END JOIST OR BLOCKING d' 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: U @16. c MINIMUM (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES sobs � QTY. SPACING � PB44 POST 4 ' ANCHOR "dia. � p P, JOIST TO: PER TOE Q FLOOR FRAMING v PIER 16"TREAD o .•.• - MINIM M s 4-8d COMMON SILL,TOP PLATE OR GIRDER JOIST NAIL 2x JOISTS v o ' o END NCE ° BRIDGING EACH TOE o �• '• 12"x12"x12" U^ V 2 -8d COMMON GRADE " ••. CONC.SLAB b>°'' '' •o� •• CONCRETE FOOTING TO JOIST END NAIL (AS REQ.) "a•,a, •';: ••`b'•, M �c A v v �c A v BLOCKING EACH TOE BLOCKING FOR °;� 2 -8d COMMON t3 t�C; JOIST HANGER v'' B"dia. e b DECK PIER �� TO JOIST END NAIL dy' LAG BOLTS p • V CONC. d• PER PLAN BLOCKING TO: EACH TOE tl�` G�c/ ' p 3'-0 4'ae PIER orae, HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3 -16d COMMO BLOCK NAI ;. RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH IFACI? b1 DECK POST FTG. CONNECTION 3 -16d COMMO ' • ° °°• • INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NA ' LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TO fLer. ' s DRAWN: MH/MS 3 -8d COMMON 1 �„ SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL »"_ DECK/PORCH LEDGER CONNECTION JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END a �� 9 3-16d COMMO T ;'ry�Z1 TO JOIST JOIST NAIL Q March 22,2019 Q� NG e� SHEETNUMBER: BAND JOIST TO: 2-16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT —7 REVISIONS: RWIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: (J� ENERAL . 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING. 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 CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d 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 EACH TOE-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 CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 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 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 shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. P � CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 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 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 TO RAFTER WFCM - SBC END NAIL 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) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4).WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT' SCALE DRAWINGS). TO RAFTER END NAIL Z 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 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 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 NAIL NAIL 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 QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) Q� spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL �J W specific use expressed or implied in the use of these plans. P g P P g, 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION F" anchor bolts are to be spaced between 6-12 inches from the end of a silt plate and all TOP PLATE FOOT SEE NOTE: 1 w � 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z_ 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE O Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U or exceeds manufacture's specifications and applicable codes. TYP P STUD O.C. NAIL p� � attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 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 O U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II 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 ~ BLOCKING FOOT SEE NOTE: 1,2 BLOC T O I ND JOSR KQ 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. EGROUND WIND SEISMIC FROST WINTER ICESHIELD 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 QI, Allowable sidewall 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 2.4,4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 20 PSF 130 B SEVERE 3 FT. 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonrywalls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER - � " 8d COMMON JOIST NAIL g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 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 NAIL SPACING NAIL SPACING AT INTERMEDIATE '..� SHEATHING LOCATION NOTES 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 l BLOCKING EACH TOE h--i 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON " 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL @ @ 6 O.C. SEE NOTES: 1,3 ., poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) W to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be no and SILL OR TOP PLATE 3 -16d COMMONBLOCK NAIL INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL, FIELD , 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 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 8d COMMON @ 4"O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 Q 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL ^ W 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 7). Dam! proof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL Z THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. . 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 the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON g p p g• g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 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. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. °O 1 W Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 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 F SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 0 1). All framingtechniques and methods as prescriptive design of current SBC High Wind NAIL NAIL � q P P g g 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION 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. Q-n, SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 00 below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 0 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g g JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m s~ o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD °x ,m`�, 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE o � 5d COOLERS w M m o .., Bearingwall 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 a` U ( ) ( ) g 6). Concrete piers shall be a minimum 6 above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O `� x o i^, w @J opening!;. Bearing wall window sills shall also have 2 window sill plates for 2x4 wallNOTES P g g ( ) P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored CU U) 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. En a and blocking where applicable. QTY. SPACING o o a ¢, Z 8). Covered Roofs shall be assembled and anchored the same manner as a typical STRUCTURAL AS PER TABLE 3.9 YP building. 8d COMMON AS For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. rn U PP connecting PLUMBING NOTES anchors'where applicable to all connectin joists. „ 7/16 OSB 3 O.C. EDGE r,l v � v 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w 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<6<, the nail spacings shall be reduced to 6 inches o.c. � WALLBOARD 5d COOLERS 10" O.C . IELD on plans. 3). For exterior panel siding, alvinized 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 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g g other access openings unless otherwise noted (typical). cn 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. H 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 manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 61' 0.C. EDGE 3). INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. V HVAC SYSTEM NOTES Sd COMMON 0 1" OR LESS 12" O.C. FIELD r, 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED w under all bearing walls. ) g PP Y g p openings( ) g 1 ME'C an C SU C n r C 15 r n51 r3 Or d e r to all applicable codes and safety Fireblockin shall be provided to cut off all concealed draft o enin s 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. 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 equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). UnIE!SS otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are bated 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: using 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 � 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. ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed 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 2). When wall sheathingIs continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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 umber of nails shall be permitted ``%'i'n�'pC,tr'„ 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. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 4 . Install Smoke detectors and Carbon Monoxide detectors section R314 ate ? r{da I� approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM throughout) g as per and R315 of IRC. �� d DRAWN: MH/MS torch down type material over. fit° , 1 r- � x ' ,;...."tb;N;:::• �,�, SCALE: 1/4"=V-0" 16). All sill plates and wood in contact with concrete to be pressure treated. 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