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Home My WebLink About39884-Z ��FFQL •�0�0� �L' Town of Southold 11/10/2015 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37897 Date: 11/10/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 235 Carole Rd, Southold SCTM#: 473889 Sec/Block/Lot: 52.-2-7.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/5/2015 pursuant to which Building Permit No. 39884 dated 6/19/2015 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: addition and alterations to an existing one family dwelling as applied for. The certificate is issued to Brennan,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39884 9/3/2015 PLUMBERS CERTIFICATION DATED tho ' ed Signature o�su � TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERKS OFFICE Way . 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#: 39884 Date: 6/19/2015 Permission is hereby granted to: Brennan, Thomas Carole Rd PO BOX 1259 Southold, NY 11971 To: Additions and alterations to an existing single family dwelling as applied for per Trustees and DEC with flood permit. At premises located at: 235 Carole Rd, Southold SCTM # 473889 Sec/Block/Lot# 52.-2-7.4 Pursuant to application dated 6/5/2015 and approved by the Building Inspector. To expire on 12/18/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $288.80 CO -ADDITION TO DWELLING $50.00 Flood Permit $100.00 7eTotal: $438.80 Building Inspector � n� I\�""� 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. 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. 1-5 5 U Z-4, 2 L�'1rj New Construction: V Old or Pre-existing Building: (check one) Location of Property: 13 nA �`_)Vz_ 2l� -EO()--(—h(2 House No. Street Hamlet Owner or Owners of Property: To rze/U k)A Suffolk County Tax Map No 1000, Section �j Block c91 Lot 9, 4 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Sc 00 &� �A L Applicant Signature ®F SOUjy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Thomas Brennan Address: 235 Carole Road City: Southold St: New York Zip: 11971 Budding Permit#: 39884 Section: 52 Block 2 Lot 7.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric License No: 4141-E SITE DETAILS - Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures, Time Clocks Disconnect F] Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment- 1- Paddle Fan, 8 ft - Lighting Track Notes: Inspector Signature: Date: September 3, 2015 Electrical 81 Compliance Form.xls f_ c0UM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � oi'4�, rl _ a DATE O� �� INSPECTOR 2!� ` 01 rntjf so 91 cou - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . INSPECTION '-- [ZFOUNDATION IST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE , INSPECTOR 2!�! fjf so :NS TOWN,OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION FOUN ION I ST ROUGH,,PLUMBING C F NDATION 2ND INSULATION C FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELEC TRICAL (FINAL) CODE VIOLATION CAYkKING REMARKS: DATE - [ irl,SPECTOR r3f so eou TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 ANSPECTION ] FOUNDATION I ST ROUGH PLUMBING OU TION 2ND INSULATION RAM.N. , TRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: 6� DAT ( -�— INSPECTOR -2 F4 rjf so TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION -- [ I FOUNDATION IST.' ] ROUGH PLUMBING [ ] FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE , I NSPECTO i.......... OF SOUTyo`o • . . cOUN(`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION' IST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION, [ ] CAULKING REMARKS: DATE INSPECTOR oF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 1 �' S INSPECTOR ` c3l a SO(/r�ol cOU ,� TOWN OFSOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION' ' [ ] FOUNDATION 1ST: [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] 1 LATION' [ ] FRAMING /STRAPPING [ , `FINAL [ ] FIREPLACE & CHIMNEY-- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: &L,L� ca 7 EZ-,e ' /a'-f A -Q-es u I DATE L INSPECTOR r' r t o • • ^ r ' �c • 1 r: ter►o `� It I�L.,/.,i►',/i/.,.rasa lam_:% .S � 1 • ENERGYSTATE • r r WIN MI MOIO*M r r e�••'��.tea:+._��.`y. - - -- -- �� r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ' `} Board of Health SOU-T-HOLW NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Q' � Survey SoutholdTown.NorthFork.net PERMIT NO. ®® Check - Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ' '20 Single&Separate Storm-Water Assessment Form / Contact: Approved ,20 Mail to: Disapproved a/c _ Phone: C L E SA 0700?6 Expiration `Z ,20 X17 Building Inspector E El v` APPLICATION FOR BUILDING PERMIT FEB 2 Date 1=�'� 2� 920 INSTRUCTIONS a T ji _�4UST be c mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 S is of ]a o 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 shall 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 bsuilding permit shall,,expire if the work authorized has not commenced within 12 months after the date of issuance or has riot 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 Regu s, or t e construction of b gs,additions, or alterations or for removal or demolition as herein described. The appli nt agrees to com I with all= glib le laws,ordinances,building code,housing code,and regulations, and to admit autho zed i spectors on premises an in; ilding for necessary inspections. l� JUN -s 2015 fi (Signature of applicant or name,if a corporation) —� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect; engineer, general contractor, electrician, plumber or builder U W/\/ Ei2 Name of owner of premises Tb (17 -52r; SNA IV (As on the tax roll or latest deed) If applicant is a corporation, signature of 61y authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: .R-3 6 C lr�� o0T4 mL� House Number Street Hamlet yy��a,tj rr "y. County Tax Map No. 1000 Section �2 Il$'lic� ' "to �a4r;5 �xlrl:a ' r� y=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 POS( beN 1 b. Intended use and occupancy RO;t D'9�A) r 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) ' 4. Estimated Cost � , DDD . 6 o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.Al ld 7. Dimensions of existing structures, if any: Front v� �.� Rear o� .� Depth ,�Q Height Number of Stories Dimensions of same structure with alterations or additions:-Front - Rear, •� Depth �J�7r q Height Number of Stories f 8. Dimensions of entire new construction: Front Rear �I, Depth • 0 Height /& ` '' Number of Stories / r 9. Size of lot: Front Rear ' 0 J 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."Z" 13. Will lot be re-graded? YES NO�Will excess,fill be removed from premises?YES NO rN' � cc�rzt � ria a;�C 14. Names of Owner of premises , . . Address Phone No. ` Name of Architect -A%��? ro Address, l PhdneNo 734 r�- ,. Name of Contractor Address - ;Phoni '4o:` 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF To t*� -BG&N M-A YJ being duly sworn, deposes and says,that(s)he isthe�applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make-and file this application- that all statements contained in this application are true to the best of his knowledge and belief;-and that-the work'will;be ` performed in the manner set forth in the application filed therewith. " Sworn to before me this _day of �5"cie-1 2016 Notary PubHc Eileen Haynie. Signature of Applicant ,lotary Public,aha of Now Mork, o.OIHA4916010 i // `�/� YTnmission Expires John M.Bredemeyer III,President tio��Zf souTyplo Town Hall Annex Michael J.Domino,Vice-President 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee `r Charles J.Sanders,Trustee ® �O ° Telephone(631)765-1892 ly�ouN r�,� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1175C Date: October 6, 2015 THIS CERTIFIES that the construction of a one-story 13'x14' addition onto the seaward side of existing two-story 593 5sq.ft. dwelling with an existing 5.2'x16.2' front entry deck and 6Y12' rear deck-, existing 8 3'x11 4' shed,• and existing 9.8'x10.5' shed, with the condition the sheds are to go through complete permitting processes when replaced in the future to comply with standards for flood zones; At 235 Carole Road, Southold Suffolk County Tax Map#52-2-7.4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 12, 2015 pursuant to which Trustees Wetland Permit#8601 Dated May 20,2015,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a one-story 13'x14' addition onto the seaward side of existing two-story 593.5sq.ft. dwelling with an existing 5.2'x16.2' front entry deck and 6'x'12' rear deck; existing 8.3'x11.4' shed; and existing 9.8'x10.5' shed, with the condition the sheds are to go through complete permitting processes when replaced in the future to comply with standards for flood zones The certificate is issued to TOM BRENNAN owner of the forwid •op�W .W_ Authorized Signature obo/ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION W 4 ' r Facility DEC ID 1-4738-04337 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information • Permit Issued To: Facility: THOMAS BRENNAN BRENNAN PROPERTY „ PO BOX 1259 ._,;'' 235 CAROLE RD1SCf9th 1000-52-2-7.4 SOUTHOLD,NY 1,1=971-1259 SOUTHOLD,NY 11971 (631) 765-2813 r' Facility Permit Contact: EILEEN SANTORA 650 VANSTON RD CUTCHOGUE,NY 11935 (631) 734-2794 Facility Location: iii SOUTHOLD in'SUFFOLK COUNTYVillage: ' Southold Facility Principal Reference Point: NYTM-E: NYTM=N: Latitude: Longitude: ", ,Y^:' >i,^;rY;r;y. ^..t, cp„..':'l r::a'. w,;,., _ «A'r:;ar",.F,a.•f.>i n'9IIt} u£?:'}+i,: . :{. .. i,,,^:'.lw r •'^r' � i•-" e.,. >... Project Location: 235 Carole Road, - Watercourse Arshamomaque+Pond Authorized Activity:"IC'&ii'n df-ran�addition to the single family dwelling. Install-a new drywell: authorized,activities must be in strict rmance;with the attached plan/survey prepare'dby John T. Metzger ofPeconic Surveyors, d'are',7(1%14`'1'astFrevised 1'1/17/14�and stampeii'NYSDEGapproved on 1)/13/2015. (MAM) Permit Authorizations =mow fii Tidal Wetlands'-%-Under Article25 - PermitID�1;,,473,8.04337/0000.1 :s�,a 3.x �=sss :Ea.�x .' . �,__:< :. � �•.�k .: ... i 3. a d,.e... :a:ki '87" :t Y'n3�:w:.•x.'4S•.`'r#,qfa;:;d5'a ^i-;t. `._ New Permit Effective Date: 1/13,/2015 Expiration Date: 1/12/2020 NYSDEC Approval ) .. - By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all'appl'icable regulations, and all conditiorig"included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC REGI 1 HEADQUARTERS SUNY @ T0,�1BROOK150 CIRCLE RD STONY OOK,` 11790 -3409 Authorized Signature: Date I/ I-?_/ 1aJ t) Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04337 ' r - Distribution Listj EILEEN SANTORA Habitat;.-TW- MARY abitat-TWMARY A MACKINNON Permit Components NATURAL RESOURCE PERMIT CONDITIONS 'Id oi- GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED REMITS 'tx NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following, Permits: TIDAL WETLANDS ` 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous locati'on,6n-theworksite and-'adequatelyprotected„from•the�weatherA �,N-�-s=--a-"I'--'4r`-,d-F>N7'#af-;- ' gP•i<•x.�--s • 2. Notice of,Commencement At 1'east:4,8 hours prior to commencement of the project,Rtbe perrnittee;a and contractor shall sign and return the top•pbrtion of the enclosed notification for�Fcertifying that they arefiilly aware of and understand all terms and conditions of this permit. Witlun`30 days of completion of project,the bottom portion of the form must also be signed a` 'M &d, 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. 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. No Disturbance to Vegetated Tidal Wetlands There shall be no dsturbaned-to vegetated tidal wetlands or protected buffer'areas as a result of the permitted activities. • 6. Storage of Equipment, Materials The'storage;.ofconstruction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Fa�ffiity DEC ID 1-4738-04337 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate.vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,'whichever comes first.' If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favar.germination. 8. Area of Disturbance for Structures `Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is pro 9. Straw Bales or Other.,at'Tiiial Wetland A row of staked straw bales 6r'a provable erosion control devices shall be placed-,, the landward edge of the buffer area as per'the NYSDEC-approved plan prior to commencement,4any regulated activities and remain in place and in good, fanctioinal,condition until the project is completed and all disturbed areas are stabilized with vegetation. 10. Runoff, irected to Upland Drywells',Roof runoff shall be directed to drywells a minimum,of 75 linear feetl`andward of the_tidal wetland boundary for immediate on-site recharge. 11.`No:Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. n.:State May Order Removal or Alteration of Work If future'operations=by ther State of New York require an alteration in the position of the structure or work.herein authorized;,or ifJn the opinion of the Department_of..Environmental:.Coriser_vation•-int shall,cause%unreasonable:obstruct on:to the; ree 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 resour9, of'the=State;_the owner may be ordered by the Departmerif fo remove,or'alter-the structural work,obst ctians,or hazards caused ahereby without:expense to the`State, andzif,' upon-the expiration or revocation'of this permit;Ahe structure, fill, excavation, or other modification of the watercourse hereby authorized shall notbe eorripleted;the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove'all or'any portion of the uncompleted structure 6'r,4fill and restore to'its former condition the navigable'and flood capacity,of the watercourse. No claim shall be'mad•e against the State of New York on account of any such removal or alteration. 13. State May.Require Site Restoration ,If upon.the expirationfor ley_ ocation.of this,perinit,:the .;,,I, r.:. . ... .,:. project hereby authorized has not been completed, the applicant shall, without expense^to the State, and to such extent and in such time and manner as the Department of Environmental.Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore=the site to its former condition.',No claim shall be made!against the'State of New York on account of any such removal,or alteration.- 14.' lteration.14.',Precautions Against Contamination,of Waters All necessary precapti'ons shall be taken to preclude contamination of any wetland•or waterway by-suspended;soli ds;'-sediments, fuels, solvents, lubricants, epoxy coatings,-paints, concrete;leachate or any`other environmentally deleterious materials associated with the project. •;tip; 15. Conformance With Plans All dotiiti'es authorized by this permit must be in strict conformance with the approved plans submitted by tho applicant or applicant's agent as part of the permit application. Such approved plans were prepared by John T. Metzger of Peconic Surveyors, P.C. dated 7/1/14 last revised 11/17/14 and stamped NYSDEC approved 1/13/2015 . Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW Facility DEC ID 1-4738-04337 16. 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-piiriinge-, nrnd no claim or right to compensation shall'accrue from any such damage: GENERAL, CONDITI.ONS;°= Apply to-ALL Authorized Permits: 1. Facility Inspecti.ojf by The Department The permitted site or facility, including relevant records, is subject to inspection'at reasonable'hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)'to deierminp,w hether the`permittee is complying with this,permit and the ECL. Such representative may;order the,wa`rk",suspended,pursuant to ECL 71- 0301 and SAPA 401(3). = The permittee shaltprovide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced:maps, drawings and special conditions,must be-available for inspection by the Department•at,all times at the project site,or.facility. Failure to produce a copy of the permit upon1z re1.quest by a Department representative',is a violation of this permit: 2. Relationship of;thisPermit 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 n_ contained in such order or determination.. 3. Applications For Permit Renewals, Modifications or'Transfers The permittee-must submit a . `separate written application to the Department for permit renewal, modification or transfer of this permit: Such application must include any forms or,supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be,submitted to: ;b. Regional Permit Administrator -NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY'BROOK150•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::Tiddl Wetlands. Page 4 of 6 J War NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION .Fad.lity DEC ID 1-4738-04337 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend,or revoke this permit. The grounds for modification, suspension or,revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope'of"the"project as described in the permit application; d. newly discovered material information or,a material change in environmental conditions, relevant technology. or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner;.any provisions of the Environmental Conservation Law or regulations of the Department related to the(permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by,statute,regulation or another permit condition. Applications,for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION,OF^-OTHER-•P=ERMITTEE"OBtLIGATIONS Item:^A: Permittee Accepts Legal Responsibi ity,,and Agrees to Indemnification "y J The permittee, excepting state or federal agencies, expre9s1y-agrees=1o,ind6m'mfy and hold harmless the Department of Environmental Conservation'of the State of New York, its representatives, employees,; and agents ("DEC") for all'claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in; compliance,or:not.in.compliance_with.the terms and conditions.of the permit. This indemnification does not extend to any,claims, suits,..actions, or damages to the extent attributable,to DEC's own negligent or intentionaFactssor omissions, or to'any cfaims,'suits, or actions naming the DEC and arising under Article 78 of;the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. = Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent.contractors, employees,agents and assigns of their responsibility to comply with this' grinit including all special con actin as the P tY pY P, � g p g permittee's agent with respect to the,permitted activities, and such.persons shall be subject to the same sanctions for violations of the Environmental'"Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that-may be,required,to carry out the activities that are authorized by this permit. 'Page 5 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04337 Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of anv ri"111c tifla nr 1"+-0+ in n1 .°1 °—. L —1A L J t a i_ aL_ u-� "E,"'-, .._.._.., va aia�viw�--.--"'yr periviiui prvF�11Ly ua,tu yr V2�Lou in a person not a pl-U- y I.0 1 IC permit. 4 S' Page 6 of 6 Scott A m R�lssell i'or)ra�UFiC ,� C;43 ST(0�]E�.��][��A\�C']E R, SUPERVISOR V; � }} SOUTHOLD TOWN HALL-P.O.Box 1179 1 O(\C-- jr 53095 Main Road-SOUTHOLD,NEW YORK 11971 % --- Cj'R} Town of Southold CILA-PTER.236 - STOR A WATER MANAGEMENT WORK SHEET JUN 08 2015 (TO BE COMPLETED BY THE APPLICANT ) IDES THIS PROJECT INVOLVE ANY OF THE E FC9I,I UvVIN&. Yes ido (CHECK ALL THAT APPLY) t n�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®Eg`B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area.-_- ; j� iC— �paCtp tls� zt s1 p , w1�id x eel 1�1 et vertical rise to 100 feet of horizontal distance. ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal = erosion hazard area. s E][3"'E- . Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. _ n[Installation of new or resurfaced impervious surfaces of 1,000 square a 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. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control PIan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. �: 1000 Date: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) D,c.rkt NAME Section Block Lct ---" o,retun .____. .... ..:s;•+ r, 1 J ) I, - 1'OE�-s_,i.'Il_1_,{�;.. L1i_! t,"�;�1FJ''�"f k. �-}�i_Y Contact Info attorc /7 :ferny rr �rcrzr r -- '-- — — -•- �.._�_«. —_ liev;CivCd By --- Dti:t? Propel_ty Address / LOCatl(I1 Of COOStfuctlO)l WOrk. - -- - - - - - - - - -- -- — -' F] A;�arv�•eci f,-- procc��t,F�$a;)FJtnr;Pcrrnit __-- Storrruatcr `�1�r.�t�etrlra7t Ca;tro( 'l rz ti : Re:;�Ftred. Uf'�sr��i/� r��l�/ Stora`rat r;elr`r.. f7i1;`FI° C t;tto! i r.�Rect;trect — _ - - :E 10-F tf`r fiP,.F.CCr,o,,Tit(%.:F -ncrt :0. RC,,IrsI, { r , APPLICANT S.C.T.M. 1000 CHAPTER r 3 frope-ty Owner,Dsign Profetaional,Agent,Contractor,Ohe) p /r Z 0 �-- Stormwater° Management Control Plan CHECK. LIST NAME. Gl � S Yk1U`v'W✓'� section stock Lot zo S M C P -Plan Requirements. Provide ONE copy of the Budding Permit Apoli ativn. Date. ` The applicant must provide a Complete Explanation and/or Rea:,on for not providin, '�� it✓ �G'`�a 3�� y �a� c all Information that has been Required by the following Checklist! 'p,..'iuV fckl,Iwr,e fiumEtr � I A Site Plan drawn to scale Not Less that 60'to the inch MUS If You answered No or NA to any Item, Pleasc Provide Just!f icatton He:e! ~ YES NO NA, If you need additional room for explanations,Please Provide additional Pap show all of the following items: Y A ,p a Location& Description of Property Boundaries b, Total Site Acreage. C. Existing-Natural& Man Made Features within 500 L.F.of the Site Boundary as required by§236-1702). EROSION&gE®g d Test Hole Data Indicating Soil Characteristics S,Depth to Ground Water. Shall include h1l"t Doty be ilnj�ced e, Limits of Clearing & Area of Proposed Land Disturbance. i ,q well ma�g:Wmld f, Exist!no & Proposed Contours of the Site Ninimum 7lntervals) Entrance, g. Location of all existing& proposed structures, roads, -kG4 61K a Zaa®n drivv-ways.sidewalks,drainage `improvements&utilities. ®r inactive s®lis. h, Spot Grades& Finish Floor Elevations for all existing - proposed structures. !, Location of proposed Swimming Pool and discharge ring. J. Location of proposed Soil Stockpile Area(s). � �! k, Location of proposed Construction Entrance/Staging Area W. t 11 i I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. G =�"E 2, Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate 1 Or-site the run-off from ai!impervious surfaces generated by a two(Z)inch 1i rartfall/storm event. - �{ 3. De,aih a Sectional Drawings for Stormwater practices are required for approvaE( (E RgQuunE® IternS requiring details shall include but not be limited to: ftylitac, I US EnglWerlng Ot 765-1560 before _ s a, Erosion &Sediment Controls, ! _ e "OR Pv9de Engineer's certi)fpcation b, Construction Entrance& Site Access. i V a at the drainage big been instai6ed z®�na !µ c, Inlet Drainage Structures (e,g.catch basins,trench drains,etc.) -- d. Leaching Structures (e. .infiltration basins,swales,etc.) 1 •. P II FQR ENGINE' .(LING EPAit" 1, USE ONLY �, l Additional Information is Requ �'. Reviewed & I Stormwater Management Contr n is Not Complete ! , Approved By i — — —. —- - — — — — — — ._. - - �� . Stormwater Management Cont r `i Int. n is Compete. Date 1 be, 1 SMCP has been approved b th En it r,aa r;,,er I /Pp-) AA Y g' toren . _ I b4L�G �Efr = FORM '� S1• P Check List -TOS�AY 2014 f0 uY S0UTH0L1) Z2-: Town Hall Annex �•y Telephone(631-1802 54375 Main Road _ '-� Fax(631)734-9502 P.O. Box 1179 c Southold, NY 11971-0959 w 4� BUILDING DEPARTMENT NOTICE OF. UTILIZATION".OF_TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION-, Date: (D - Owner: Location of Property: -t. A ` fy Please take notice that the (check,pplicable"line): New residential structure , Addition to existing"residential structure r Rehabilitation tv an,existing residential structure a" - '.. . to be constructed or performed at the''subi ect`pr'o'perty.reference above will utilize ; (check applicable line): Truss type construction(TT) , Pre-engineered wood.;construetion (PCN) S Timber construction'(TC) in the following location(s) (check applicable line): Floor framing, including;girders.and beams (F). V"' Roof framing (R)' Floor and roof framing (FR) Signature: Name (person submitting this form`1: r L X Capacity(check applicable line): / Owner C/ Owner representative TrussResReg15_docx Effective 1/1/2015 6" DIAMETE-R REFLE�71VE,RED', ROMAN ALPHANUMERIC PANTOREE - DESIGNATION.OF-CONSTRUCTION (PMS)�#fB7 f '•+ >" ` ¢' TYRE B%�SD?ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" M[N• REFLECTIVE WHITE . • - a P 1121° STROKE DE SM �pMl'ONE GSi (iLkT-;AI2E OF - -tiiciss C©NSTRUCTION _ "F" FLOOR FRAMING,,INCLUDING — GIRDERS AND B,EAMS: : "R" 120017/1 RANINE.-,. "FR" F1.00 At3D rtUOF FRA1VIIfi1`G r I RUS- J l R4>1A'11i3ON:SIG gid° ANCE WITH 19 W.CRR PART.'[2Gz �� ..5� CODES gillpl N --�, BoAf LE TRUSS IDEMIFICAT ON SIGN DATE U0812005 NEW YORK STATE DEPARTMENT ENS` OF STATE DIVISION OF CODE ENF�JR�E� E�I`� `as.1�-fir, AND ADMINISTRATION +•OEAkRTfQENT.flt"S.�'A�: pF SO(/ryOl o . Town Hall Annex Jt Telephone(631)765-1802 54375 Main Roadax(631)765- 5 2 P.O.Box 1179 G Q roger.richeddiown.soutfioI d.ny.us Southold,M'11971-0959 Q �O I�CQUN(`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: y/ C Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: f()vM *Address: *Cross Street: ' *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough In Final *Do you need a Temp Certificate: YES Temp Information (If needed} *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 1� *Never Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form t 11-1, IbII. 53095 Mall ` JUM-I'M T. TERRY ! � r P.o- In,, 1 17a ' r 'OWN CLERK Cfq i' S+wlli+,lcl. Nc\..' YmL- 1 ItEclsrnAR OF VITAL.STA-n5'11Cs cC ,�" �- Fax t S I(,► 7�i5-1 R� MARRIAOr•- Or•FICI'n _ b� TcicRt+c+nc (5 16) 7(,C. RECO RDS MN1ncEMErIrT orFICE:II FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of, the Code of the Town of Southold: "Floodplain Development. Permit Application" (FDP(93) ) , and 'Certificate of Compliance fySr Development in Special Flood Hazard Area (C/C(93)) . ------ ------ -------- ----- -------- -- ---- -- ----------------- - ---------------IfiD TOK4 OF SOLMIOt.9 Judith T. Te-rr Y Southold Town Clerk August 2S, 1993 APPLICATION PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PI;RMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if i;o work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be- required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,TRUE AND ACCURATE. -. APPLICANTS SIGNATURE) !� ' C�r1� DATE"O SECTION 2: PROPOSED DEVELOPENT �e completed by APPLICAlin l 2 1� �' 6 1 EL)✓PH E ADDRESS - -AT PLICANT L/6,CC1 � �/ ��JJ� ENGINEER PROJECT LOCATION: To avoid delay io processing the application, please provide enough information to easily idcutify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be hclpftd. �lC A 7�I FDP(93) ti 4 APPLICATION PAGE 2OFa DESCRIPTION OF WORK (Check A applicable boxes): A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE// ❑ New Structure Residential (1-4 Family) 63"Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Moo-residential (Floodproofing? ❑ Yes) D Relocation O Combined Use (Residential & Commcro-al) ❑ DemdGtion' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: D Fill ❑ Mining O Drilling D Grading D Excavation (Except for Structural Development Checked Above) D Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) r) D Roast Street or Bridge Construction ❑ SlZivision (New or Expansion) �! O In dual Water or Sewer System G'Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATOR) The proposed development is located on FLRM Panel No. • Dated The Proposed Development: O Is UQJ located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Arca. FIRM zone desipalion is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located io a floodway. FBFM Pancl No. Datcd ❑ Scc Sccuon 4 for additional instnicnons SIGNED DATE APPLICATION # PAGE ] OF 4 SECTION 4: ADDITI NAL INFORMATION REQUIRED To be com Ieted by L CALADMTNIST'RATOR The appGcanl must submit the documents checked below before the application can be processed: 0 A site plan showing the location of all existing structures, water bodies, adjacenl roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including wbcre applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they ate not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). Ft: MSL). For ❑ Floodproofing protection level (non-residential only) NGVD (MSL). floodproofed swctures,/Applicant must attach certification from registered engineer or 11 - architect_ ❑ Certification from a'regis(ered engineer that the proposed acdvtct in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and - calculations supporting this finding must-also be submitted. -- ❑ Other. SECTIONS PERMIT DETERMINATION (To be complctcd by LOCAL ADMINISTRATOR) I have determined that the proposed activity A. ❑ Is B. O Is not in conformance with provisions of Local Law if ' 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BQX A is checked, the Local Administrator may issue a Development Permit upon paymeot of designated fee If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals APPLICATION i+ PAGE 4OF4 APPEALS. Appealed to Board of Appeals? ❑ Ycs O No Hearing date: Appeals-BaandDecision --- Conditions SECTION 6 AS DUTLT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built)Elevation of the top of the lowest floor, including basement(in Coastal Hid Hazard Areas bottom of lowest stmaural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is TT. NGVD (MSL)- NOT'i: Any work performed prior to submittal of the above information is at the risk of the Applicant. J ,/ SECTION 7• COMPLLANCE ACTION (To be completed by LOCAL ADMINISTRATOR) Tbc LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to -ensure_compliance Frith the_communit}rs_local._law_for_flood damage prevention._ INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCfES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF QQMPLIANCE(To be completed by WCAL ADNITNISTRAT R Certificate of Compliance issuod: DATE: BY: Attachment B ! SAMP'LE / // / CERTIYj CATS ;c�F COMPLIANCE for Development in a Special Flood Hazard Area 'r I e 1 •' o ' TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL. FLOOD HAZARD ARCA (()14WFR MUST R CTA IN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: D NEW BUILDING 0 EjISTING BUILDING s 0 VACANT LAND ' " THE"LO-CAL ADMINISTRATOR IS TO- COMPLETE-A:. OR-B. BELOW. __-- ------"_____-----A.- --COMPLIANCE-IS-HEREB_Y___CERTXFI_ED_VYITH THE REQUIREMENTS -OF--- LOCA-L LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TILE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93 ) AUTHCNTICATLD l�w VS GOVERNMENT 1 INFORMAFIOA Federal Emergency Management Agency, DHS §60.3 or knowledge of conditions that re- (d) Communities identified in part 65 quire, particularly for human safety, of this subchapter as containing more higher standards than the minimum than one type of hazard (e.g., any com- criteria set forth in subpart A of this bination of special flood, mudslide(i.e., part. Therefore, any flood plain man- mudflow), and flood-related erosion agement regulations adopted by a hazard areas) shall adopt flood plain State or a community which are more management regulations for each type restrictive than the criteria set forth of hazard consistent with the require- in this part are encouraged and shall ments of§§60.3, 60.4 and 60.5. take precedence. (e) Local flood plain management [41 FR 46975,Oct 26,1976.Redesignated at 44 regulations may be submitted to the FR 31177, May 31, 1979, as amended at 48 FR State Coordinating Agency designated 44552, Sept. 29, 1983; 49 FR 4751, Feb. 8, 19841 pursuant to §60.25 for its advice and concurrence. The submission to the §60.2 Minimum compliance with flood State shall clearly describe proposed plain management criteria. enforcement procedures. (a) A flood-prone community apply- (f) The community official respon- ing for flood insurance eligibility shall sible for submitting annual or biennial meet the standards of§60.3(a) in order reports to the Federal Insurance Ad- to become eligible if a FHBM has not ministrator pursuant to §59.22(b)(2) of been issued for the community at the this subchapter shall also submit cop- time of application. Thereafter, the ies of each annual or biennial report to community will be given a period of six any State Coordinating Agency. months from the date the Federal In- (g)A community shall assure that its surance Administrator provides the comprehensive plan is consistent with data set forth in§60.3(b), (c), (d), (e) or the flood plain management objectives (f), in which to meet the requirements of this part. of the applicable paragraph. If a com- (h) The community shall adopt and munity has received a FHBM, but has enforce flood plain management regu- not yet applied for Program eligibility, lations based on data provided by the the community shall apply for eligi- Federal Insurance Administrator. bility directly under the standards set Without prior approval of the Federal forth in §60.3(b). Thereafter, the com- Insurance Administrator, the commu- munity will be given a period of six nity shall not adopt and enforce flood months from the date the Federal In- plain management regulations based surance Administrator provides the upon modified data reflecting natural data set forth in §60.3 (c), (d), (e) or (f) or man-made physical changes. in which to meet the requirements of 44 the applicable paragraph. [41 31 46975,Oct.26,1976 Redesignated 8 R b A mudslide FR 8,Ju May 98 1979, as amended at 48 FR (b) (i.e., mudflow)-prone 29318,June 24,1983,48 FR 44552,Sept.29>1983, community applying for flood insur- 49 FR 4751, Feb. 8, 1984; 50 FR 36024, Sept 4, ance eligibility shall meet the stand- 1985; 59 FR 53598, Oct 25, 1994; 62 FR 55716, ards of §60.4(a) to become eligible. Oct.27,19971 Thereafter, the community will be given a period of six months from the §60.3 Flood plain management criteria date the mudslide (i.e., mudflow) areas for flood-prone areas. having special mudslide hazards are de- The Federal Insurance Administrator lineated in which to meet the require- will provide the data upon which flood ments of§60.4(b). plain management regulations shall be (c) A flood-related erosion-prone based. If the Federal Insurance Admin- community applying for flood insur- istrator has not provided sufficient ance eligibility shall meet the stand- data to furnish a basis for these regula- ards of §60.5(a) to become eligible. tions in a particular community, the Thereafter, the community will be community shall obtain, review and given a period of six months from the reasonably utilize data available from date the flood-related erosion areas other Federal, State or other sources having special erosion hazards are de- pending receipt of data from the Fed- lineated in which to meet the require- eral Insurance Administrator. How- ments of§60.5(b). ever, when special flood hazard area 199 §60.3 44 CFR Ch. I (10-1-11 Edition) designations and water surface ele- plumbing, and air conditioning equip- vations have been furnished by the ment and other service facilities that Federal Insurance Administrator, they are designed and/or located so as to shall apply. The symbols defining such prevent water from entering or accu- special flood hazard designations are mulating within the components dur- set forth in §64.3 of this subchapter. In ing conditions of flooding. all cases the minimum requirements (4) Review subdivision proposals and governing the adequacy of the flood other proposed new development, in- plain management regulations for cluding manufactured home parks or flood-prone areas adopted by a par- subdivisions, to determine whether ticular community depend on the such proposals will be reasonably safe amount of technical data formally pro- from flooding. If a subdivision proposal vided to the community by the Federal or other proposed new development is Insurance Administrator. Minimum in a flood-prone area, any such pro- standards for communities are as fol- lows: posals shall be reviewed to assure that (a) When the Federal Insurance Ad- (i) all such proposals are consistent ministrator has not defined the special with the need to minimize flood dam- flood hazard areas within a commu- age within the flood-prone area, (ii) all nity, has not provided water surface Public utilities and facilities, such as elevation data, and has not provided sewer, gas, electrical, and water sys- sufficient data to identify the floodway tems are located and constructed to or coastal high hazard area, but the minimize or eliminate flood damage, community has indicated the presence and (iii) adequate drainage is provided of such hazards by submitting an appli- to reduce exposure to flood hazards; cation to participate in the Program, (5) Require within flood-prone areas the community shall: new and replacement water supply sys- (1) Require permits for all proposed tems to be designed to minimize or construction or other development in eliminate infiltration of flood waters the community, including the place- into the systems; and ment of manufactured homes, so that (6) Require within flood-prone areas it may determine whether such con- (1) new and replacement sanitary sew- struction or other development is pro- age systems to be designed to minimize posed within flood-prone areas; or eliminate infiltration of flood wa- (2) Review proposed development to ters into the systems and discharges assure that all necessary permits have from the systems into flood waters and been received from those governmental (ii) onsite waste disposal systems to be agencies from which approval is re- located to avoid impairment to them quired by Federal or State law, includ- or contamination from them during ing section 404 of the Federal Water flooding. Pollution Control Act Amendments of (b) When the Federal Insurance Ad- 1972,33 U.S.C. 1334; ministrator has designated areas of (3) Review all permit applications to determine whether proposed building special flood hazards zones) the sites will be reasonably safe from Publication of a community's F flooding. If a proposed building site is FIRM, but has neither producedd FHBM or water a in a flood-prone area, all new construc- surface elevation data nor identified a tion and substantial improvements floodway or coastal high hazard area, shall (i) be designed (or modified) and the community shall: adequately anchored to prevent flota- (1) Require permits for all proposed tion, collapse, or lateral movement of construction and other developments the structure resulting from hydro- including the placement of manufac- dynamic and hydrostatic loads, includ- tured homes, within Zone A on the ing the effects of buoyancy, (ii) be con- community's FHBM or FIRM; structed with materials resistant to (2) Require the application of the flood damage, (iii) be constructed by standards In paragraphs (a) (2), (3), (4), methods and practices that minimize (5) and (6) of this section to develop- flood damages, and (iv) be constructed ment within Zone A on the commu- with electrical, heating, ventilation, nity's FHBM or FIRM; 200 Federal Emergency Management Agency, DHS §60.3 (3) Require that all new subdivision ties to ground anchors. This require- proposals and other proposed develop- mentis in addition to applicable State ments (including proposals for manu- and local anchoring requirements for factured home parks and subdivisions) resisting wind forces. greater than 50 lots or 5 acres, which- (c) When the Federal Insurance Ad- ever is the lesser, include within such ministrator has provided a notice of proposals base flood elevation data; final flood elevations for one or more (4)Obtain, review and reasonably uti- special flood hazard areas on the com- lize any base flood elevation and munity's FIRM and, if appropriate, has floodway data available from a Fed- designated other special flood hazard eral, State, or other source, including areas without base flood elevations on data developed pursuant to paragraph the community's FIRM, but has not (b)(3) of this section, as criteria for re- identified a regulatory floodway or quiriiig that new construction, sub- stantial improvements, or other devel- opment in Zone A on the community's nity shall: FHBM or FIRM meet the standards in (1) Require the standards of para- paragraphs (c)(2), (c)(3), (c)(5), (c)(6), graph (b) of this section within all Al- (c)(12), (c)(14), (d)(2) and (d)(3) of this 30 zones, AE zones, A zones, AH zones, section; and AO zones, on the community's (5) Where base flood elevation data FIRM; are utilized, within Zone A on the com- (2) Require that all new construction munity's FHBM or FIRM: and substantial improvements of resi- (i) Obtain the elevation (in relation dential structures within Zones A1-30, to mean sea level) of the lowest floor AE and AH zones on the community's (including basement) of all new and FIRM have the lowest floor (including substantially improved structures, and basement) elevated to or above the (ii) Obtain, if the structure has been base_flood level, unless the community floodproofed in accordance with para- is granted an exception by the Federal graph (c)(3)(ii) of this section, the ele- Insurance Administrator for the allow- vation (in relation to mean sea level) ance of basements in accordance with to which the structure was floodproofed,and §60.6(b) or(c); (iii) Maintain a record of all such in- (3)Require that all new construction formation with the official designated and substantial improvements of non- by the community under §59.22 residential structures within Zones Al- (a)(9)(iii); 30, AE and AH zones on the commu- (6) Notify, in riverine situations, ad- nity's firm (i)have the lowest floor(in- jacent communities and the State Co- cluding basement) elevated to or above ordinating Office prior to any alter- the base flood level or, (ii) together ation or relocation of a watercourse, with attendant utility and sanitary fa- and submit copies of such notifications cilities, be designed so that below the to the Federal Insurance Adminis- base flood level the structure is water- trator; tight with walls substantially imper- (7)Assure that the flood carrying ca- meable to the passage of water and pacity within the altered or relocated with structural components having the portion of any watercourse is main- capability of resisting hydrostatic and tained; hydrodynamic loads and effects of (8) Require that all manufactured buoyancy; homes to be placed within Zone A on a (4) Provide that where a non-residen- community's FHBM or FIRM shall be tial structure is intended to be made installed using methods and practices watertight below the base flood level, which minimize flood damage. For the purposes of this requirement, manufac- r a registered professional engineer or a tured homes must be elevated and an- architect shall develop and/or review chored to resist flotation, collapse, or structural design, specifications, and lateral movement. Methods of anchor- plans for the construction, and shall ing may include, but are not to be lim- certify that the design and methods of ited to, use of over-the-top or frame 201 §60.3 44 CFR Ch. I (10-1-11 Edition) construction are in accordance with ac- (7) Require within any AO zone on cepted standards of practice for meet- the community's FIRM that all new ing the applicable provisions of para- construction and substantial improve- graph (c)(3)(ii) or (c)(8)(h) of this sec- ments of residential structures have tion, and (ii) a record of such certifi- the lowest floor (including basement) cates which includes the specific ele- elevated above the highest adjacent vation (in relation to mean sea level) grade at least as high as the depth to which such structures are number specified in feet on the commu- floodproofed shall be maintained with nity's FIRM (at least two feet if no the official designated by the commu- depth number is specified); nity under§59.22(a)(9)(in); (8) Require within any AO zone on (5) Require, for all new construction the community's FIRM that all new and substantial improvements, that construction and substantial improve- fully enclosed areas below the lowest ments of nonresidential structures (i) floor that are usable solely for parking have the lowest floor (including base- of vehicles, building access or storage ment) elevated above the highest adja- in an area other than a basement and cent grade at least as high as the depth which are subject to flooding shall be number specified in feet on the commu- designed to automatically equalize hy- nity's FIRM (at least two feet if no drostatic flood forces on exterior walls depth number is specified), or (ii) to- by allowing for the entry and exit of gether with attendant utility and sani- floodwaters. Designs for meeting this tary facilities be completely requirement must either be certified floodproofed to that level to meet the by a registered professional engineer or floodproofing standard specified in architect or meet or exceed the fol- §60.3(c)(3)(ii); lowing minimum criteria: A minimum (9)Require within any A99 zones on a of two openings having a total net area community's FIRM the standards of of not less than one square inch for paragraphs (a)(1) through (a)(4)(1) and every square foot of enclosed area sub- (b)(5)through(b)(9) of this section; ject to flooding shall be provided. The (10) Require until a regulatory bottom of all openings shall be no high- floodway is designated, that no new er than one foot above grade. Openings construction, substantial improve- may be equipped with screens, louvers, ments, or other development(including valves, or other coverings or devices fill) shall be permitted within Zones provided that they permit the auto- A1-30 and AE on the community's matic entry and exit of floodwaters. FIRM, unless it is demonstrated that (6)Require that manufactured homes the cumulative effect of the proposed that are placed or substantially im- development, when combined with all proved within Zones A1-30,AH, and AE other existing and anticipated develop- on the community's FIRM on sites ment, will not increase the water sur- (i) Outside of a manufactured home face elevation of the base flood more park or subdivision, than one foot at any point within the (ii) In a new manufactured home community. park or subdivision, (11)Require within Zones AH and AO, (iii) In an expansion to an existing adequate drainage paths around struc- manufactured home park or subdivi- tures on slopes, to guide floodwaters sion, or around and away from proposed struc- (iv) In an existing manufactured tures. home park or subdivision on which a (12) Require that manufactured manufactured home has incurred "sub- homes to be placed or substantially im- stantial damage" as the result of a proved on sites in an existing manufac- flood,be elevated on a permanent foun- tured home park or subdivision within dation such that the lowest floor of the Zones A-1-30, AH, and AE on the com- manufactured home is elevated to or munity's FIRM that are not subject to above the base flood elevation and be the provisions of paragraph (c)(6) of securely anchored to an adequately an- this section be elevated so that either chored foundation system to resist (i) The lowest floor of the manufac- floatation collapse and lateral move- tured home is at or above the base ment. flood elevation, or 202 Federal Emergency Management Agency, DHS §60.3 (ii) The manufactured home chassis waters of the base flood, without fin- is supported by reinforced piers or creasing the water surface elevation of other foundation elements of at least that flood more than one foot at any equivalent strength that are no less point; than 36 inches in height above grade (3) Prohibit encroachments, includ- and be securely anchored to an ade- ing fill, new construction, substantial quately anchored foundation system,to improvements, and other development resist floatation, collapse, and lateral within the adopted regulatory movement. floodway unless it has been dem- (13)Notwithstanding any other provi- onstrated through hydrologic and hy- sions of §60.3, a community may ap- draulic analyses performed in accord- prove certain development in Zones Al- ance with standard engineering prac- 30, AE, and AH, on the community's tice that the proposed encroachment FIRM which increase the water surface would not result in any increase in elevation of the base flood by more flood levels within the community dur- than one foot, provided that the com- ing the occurrence of the base flood munity first applies for a conditional discharge; FIRM revision, fulfills the require- (4) Notwithstanding any other provi- ments for such a revision as estab- sions of §60.3, a community may per- lished under the provisions of §65.12, mit encroachments within the adopted and receives the approval of the Fed- regulatory floodway that would result eral Insurance Administrator. in an increase in base flood elevations, (14) Require that recreational vehi- provided that the community first ap- cles placed on sites within Zones Al-30, plies for a conditional FIRM and AH, and AE on the community's FIRM floodway revision, fulfills the require- either ments for such revisions as established (i) Be on the site for fewer than 180 under the provisions of §65.12, and re- consecutive days, ceives the approval of the Federal In- (ii) Be fully licensed and ready for surance Administrator. highway use, or (e) When the Federal Insurance Ad- (iii)Meet the permit requirements of ministrator has provided a notice of paragraph (b)(1) of this section and the final base flood elevations within elevation and anchoring requirements Zones Al-30 and/or AE on the commu- for "manufactured homes" in para- nity's FIRM and, if appropriate, has graph(c)(6) of this section. designated AH zones, AO zones, A99 A recreational vehicle is ready for zones, and A zones on the community's highway use if it is on its wheels or FIRM, and has identified on the com- jacking system, is attached to the site munity's FIRM coastal high hazard only by quick disconnect type utilities areas by designating Zones V1-30, VE, and security devices, and has no per- and/or V, the community shall: manently attached additions (1) Meet the requirements of para- (d) When the Federal Insurance Ad- graphs (c)(1) through (14) of this sec- ministrator has provided a notice of tion; final base flood elevations within (2) Within Zones V1-30, VE, and V on Zones Al-30 and/or AE on the commu- a community's FIRM, (i ) obtain the nity's FIRM and, if appropriate, has elevation (in relation to mean sea designated AO zones, AH zones, A99 level) of the bottom of the lowest zones, and A zones on the community's structural member of the lowest floor FIRM, and has provided data from (excluding pilings and columns) of all which the community shall designate new and substantially improved struc- its regulatory floodway, the commu- tures, and whether or not such struc- nity shall: tures contain a basement, and (ii) (1) Meet the requirements of para- maintain a record of all such informa- graphs (c) (1) through (14) of this sec- tion with the official designated by the tion; community under§59.22(a)(9)(iii); (2) Select and adopt a regulatory (3) Provide that all-new construction floodway based on the principle that within Zones V1-30, VE, and V on the the area chosen for the regulatory community's FIRM is located landward floodway must be designed to carry the of the reach of mean high tide, 203 §60.3 44 CFR Ch. I (10-1-11 Edition) (4) Provide that all new construction (ii)The elevated portion of the build- and substantial improvements in Zones ing and supporting foundation system V1-30 and VE, and also Zone V if base shall not be subject to collapse, dis- flood elevation data is available, on the placement, or other structural damage community's FIRM, are elevated on due to the effects of wind and water pilings and columns so that(i) the bot- loads acting simultaneously on all tom of the lowest horizontal structural building components (structural and member of the lowest floor (excluding non-structural). Water loading values the pilings or columns) is elevated to used shall be those associated with the or above the base flood level; and (ii) base flood. Wind loading values used the pile or column foundation and shall be those required by applicable structure attached thereto is anchored State or local building standards. to resist flotation, collapse and lateral Such enclosed space shall be useable movement due to the effects of wind solely for parking of vehicles, building and water loads acting simultaneously access, or storage. on all building components. Water (6) Prohibit the use of fill for struc- loading values used shall be those asso- tural support of buildings within Zones ciated with the base flood. Wind load- V140, VE, and V on the community's ing values used shall be those required FIRM; by applicable State or local building (7) Prohibit man-made alteration of standards A registered professional en- sand dunes and mangrove stands with- gineer or architect shall develop or re- in Zones V1-30, VE, and V on the com- view the structural design, specifica- munity's FIRM which would increase tions and plans for the construction, potential flood damage. and shall certify that the design and (8)Require that manufactured homes methods of construction to be used are placed or substantially improved with- in accordance with accepted standards in Zones V1-30, V, and VE on the com- of practice for meeting the provisions munity's FIRM on sites of paragraphs (e)(4) (i) and (ii) of this (i) Outside of a manufactured home section. park or subdivision, (5) Provide that all new construction (ii) In a new manufactured home and substantial improvements within park or subdivision, Zones V1-30, VE, and V on the commu- (iii) In an expansion to an existing nity's FIRM have the space below the manufactured home park or subdivi- lowest floor either free of obstruction sion, or or constructed with non-supporting (iv) In an existing manufactured breakaway walls, open wood lattice- home park or subdivision on which a work, or insect screening intended to manufactured home has incurred "sub- collapse under wind and water loads stantial damage" as the result of a without causing collapse, displace- flood,meet the standards of paragraphs ment, or other structural damage to (e)(2) through (7) of this section and the elevated portion of the building or that manufactured homes placed or supporting foundation system. For the substantially improved on other sites purposes of this section, a breakway in an existing manufactured home park wall shall have a design safe loading re- or subdivision within Zones VI-30, V, sistance of not less than 10 and no more and VE on the community's FIRM than 20 pounds per square foot. Use of meet the requirements of paragraph breakway walls which exceed a design (c)(12)of this section. safe loading resistance of 20 pounds per (9)Require that recreational vehicles square foot (either by design or when placed on sites within Zones V1-30, V, so required by local or State codes) and VE on the community's FIRM ei- may be permitted only if a registered ther professional engineer or architect cer- (i) Be on the site for fewer than 180 tifies that the designs proposed meet consecutive days, the following conditions: (ii) Be fully licensed and ready for (i) Breakaway wall collapse shall re- highway use, or sult from a water load less than that (iii) Meet the requirements in para- which would occur during the base graphs (b)(1) and (e) (2) through (7) of flood;and, this section. 204 Federal Emergency Management Agency, DHS §60.4 A recreational vehicle is ready for (iii) Using the higher elevation from highway use if it is on its wheels or paragraphs (a)(5)(i) and (ii) of this sec- jacking system, is attached to the site tion require the standards of para- only by quick disconnect type utilities graphs (c)(1) through (14) of this sec- and security devices, and has no per- tion manently attached additions. (6) For all substantial improvements (f) When the Federal Insurance Ad- to existing construction within Zones ministrator has provided a notice of AR/A1-30, AR/AE, AR/AH, AR/AO, and final base flood elevations within AR/A: Zones Al-30 or AE on the community's (i) Determine the Al-30 or AE, AH, FIRM, and, if appropriate, has des- AO, or A Zone base flood elevation; and ignated AH zones, AO zones, A99 zones, (ii)Using this elevation apply the re- and A zones on the community's FIRM, quirements of paragraphs (c)(1) and has identified flood protection res- through(14)of this section. toration areas by designating Zones (7) Notify the permit applicant that AR, AR/A1-30, ARAE, AR/AH, AR/AO, the area has been designated as an AR, or AR/A, the community shall: AR/A1-30, AR/AE, AR/AH, AR/AO, or (1) Meet the requirements of para- AR/A Zone and whether the structure graphs (c)(1) through (14) and (d)(1) will be elevated or protected to or through(4)of this section. above the AR'base flood elevation. (2)Adopt the official map or legal de- [41 FR 46975,Oct 26,19761 scription of those areas within Zones AR, AR/A1-30,AR/AE, AR/AH, AR/A, or EDMRIAL NoTE.For FEDERAL REc1sTER Ci- AR/A0 that are designated developed tations affecting §60.3, see the List of CFR areas as defined in §59.1 in accordance Sections Affected, which appears in the Finding Aids section of the printed volume with the eligibility procedures under and at www.fdsys.gov §65.14. (3) For all new construction of struc- §60.4 Flood plain management criteria tures in areas within Zone AR that are for mudslide (i.e., mudflow)-prone designated as developed areas and in areas. other areas within Zone AR where the The Federal Insurance Administrator AR flood depth is 5 feet or less: will provide the data upon which flood (i) Determine the lower of either the plain management regulations shall be AR base flood elevation or the ele- based. If the Federal Insurance Admin- vation that is 3 feet above highest adja- istrator has not provided sufficient cent grade; and data to furnish a basis for these regula- (h) Using this elevation, require the tions in a particular community, the standards of paragraphs (c)(1) through community shall obtain, review, and (14)of this section. reasonably utilize data available from (4) For all new construction of struc- other Federal, State or other sources tures in those areas within Zone AR pending receipt of data from the Fed- that are not designated as developed eral Insurance Administrator. How- areas where the AR flood depth is ever, when special mudslide (i.e., mud- greater than 5 feet: flow) hazard area designations have (i) Determine the AR base flood ele- been furnished by the Federal Insur- vation; and ance Administrator, they shall apply. (ii)-Using that elevation require the The symbols defining such special standards of paragraphs (c)(1) through mudslide (i.e., mudflow) hazard des- (14)of this section. ignations are set forth in §64.3 of this (5) For,all new construction of struc- subchapter. In all cases, the minimum tures in areas within Zone AR/A1-30, requirements for mudslide (i.e., mud- AR/AE,AR/AH,AR/AO, and AR/A: flow)-prone areas adopted by a par- (i) Determine the applicable ele- ticular community depend on the vation for Zone AR from paragraphs amount of technical data provided to (a)(3)and(4)of this section; the community by the Federal Insur- (ii) Determine the base flood ele- ance Administrator. Minimum stand- vation or flood depth for the under- ards for communities are as follows: lying Al-30, AE, AH, AO and A Zone; (a) When,the Federal Insurance Ad- and ministrator has not yet identified any 205 TOWN QF" SaUT OL : ROPERTY Rg � ' CAR OWNERS G I STREET " ' "?� i . VILLAGE I DIST. I COUNTY TAX MAP' P>t'I t '-rl`'i 0—*Z ,....1".= °7t};y.i` '(''° •'C'°' I {�...,,,,�.r`p K a#' 4�fi.'+ t°«. 3 '4F ?i '•' l fa ` LAND IMP. TOTAL DATE REMARKS: _. .. `- ✓ ..wax .r,,rr., SPLr ,r'°' �� l�3 u4 i� t�r•..+ � �+.} .J � .tf��f�,f es�Gb `jat>4it��, t° `..,.. .-d`',rn;"{." f,,.�, _ fra,s.• �- #. �1'%:5,n t�-d t •;�"s a`"i,,. .�. ,�`. �.er.� s.«�a!�•�sx... '�'„i.°i tt - t,. ft"•,� ... ,. 'L"J+•�+:i�' � f:'•�»5"ll A ✓""i�`:,f?°f" ��'.-�.�• i''3 `'`r'tCid�.+4n'.r�C'. �"� tdt�{i..:' Cs"S,a f'd•'j'.°�,�ratl."t��:�.�r'_%�','<�, �/�!'J ° " ,.amu•. _ «(�,d _ f 1 ,.,/may (� r ,,�,��/�._ �• /) � � � _• g, 'r: "3�• P tSc Ory - .�y�--P.�P'�. l-"J�') G O�"fa r`"a•-"` -Ie-^«�!.'.�..Vf)f+'l wra} tic' "��%'" c". o.«�f t�."" i:.i.F"'°,_:t.d+' ,r,t,:<:.,;:'t ..x''• r' ' ..�,t.�;;'�s;,. 'tiy�"-'- ,- � d #,°.'� r ,. �� - � �..� ..,.•Uw� - f•.rdPe`<sf,�7.. F>�d.Lft 'Ff�t.. ,.��d T �.Y•>- ``'�'a�e^`:�' q •,�^�� _...Yr�c } 'j �'�``•�} ^•� ai.^ 1 e t:d � t a! �a �( w�€�� ti,!CR �C�z'l'tt. L.#o�i.`"��•' �.R:.�. ;ro.,J•'z'�,,'a."` r', • .b '��s�;rd -` `�! �J� .�•� � � r? "p. ! J 4 NG 6"-a^tbe' 8�x�•':+�.t^ P:r.;{.� �, ., .1.`"1. .1{ ,i✓t�V { ��.� �t�£.w��' am. :a is �.� C1 ��:".� "i�j � 1"`;� �_/"a `,w•�&� �°�;.r` �; !�%";A�`t'` ,�- S }l C ;,».:i" - - „ J ter) tt / 1'T— 1 1704 /4/%' f . 1`706 % /Q&- n , 0 lz },6 `* '\/ L.1'�G1�1_./..�.Q.tf�rd"ln3^'��y/.•� :/ll(r4. }.,.�I_ 3,4 t; 7 ,� . TOWN OF •OWNER STREET VILLAGE DISTRICT SUB. LOT FORMER OWNERN E ------ ACREAGE S TYPE OF BUILDING W 7 //.� RES. I SEAS. I VL. FARM COWD. I CB. Misc. LAND IMP. TOTAL DATE REMARKS 0 7— xx 41/ z 1;217 ell AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Tillable I Tillable 2 Tillable, 3 Wcodland 4� Swampland Brushland C House Plot Total v T® ®F PERTY RECORD CARD UTHO D PRO OWNER STREET VILLAGE DIST. SUB. LOT FORMER OWNERY N E ACR. A001, S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MISC. Mkt- Value IL, LAND imp. TOTAL DATE REMARKS AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARMAcreAcre Value Per Value Acre Tillable I Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD DOCK k`"_ _'x"F - __:sr.- .,...->ti,x,'-r -`�• s. _ _ _ qq _ 1, _ t = ,: ''.4i,�....''%'�;�':a;°v::.._: ^;; a;. .''+,'^•c.,m F'.�S - ..��.,_ ~4w�'i •P' Y.` „t`ry.r.,°;>id, 'rY,` •'',� IM i�111-t 1- 1 ! P�'tF� _*G'f:tf"" �va`::jy i",5,-.`;'S,>- r _ ,6 - _- .) 4'•8 �y,°''-� r;z.'=y,., s�s,.' �3" `.cam{'. ♦ - __' '__ _ _' _, _ '___ _... _ __ - _ - rt,4r}'.''� - _ .ia''Y'd:' /d�J 1 4' �' � -.. JJ1bb�YYT.!' i r° �•.;" ..�z.r,'r .�"_ .tl ,...t'..t `t'i:ir undation DBat �. ' . ,,. Basement Floors 1.�� /' K. Wall :.I''r• " Ss;,r,°;';:;;;.t Ext. s � � I Interior Finish - LR.;. .•t,' ,A ,.,..,r..- tY ,.Exteri'sion; !�✓�:� Fire Place ' Heat \) 7~� ''..,;. ,+'lj';t DR: •l,.,:,� 7 r;. �,+ Type Roof Rooms 1st Floor BR. ; Recreation Roo Rooms 2nd Floor FIN "i 44 36--Dormer :3reeze ay ° . `X ? Driveway :Garage 1 � � � ..i `'iA) ,Z'•h'''�;r ail �Ss�' v i T-4,:t�^i,, ' _ 1 , ':rwr,�f��-„�WS�';�F �..'i i.r . `'�:: _ i�'f't '`51., , ,,. �, ✓yr � e,a r-1 Otal I'�4 r, ;tip~ _ •''�',. , 't; , �' - .s i:3 r. - n-:. st: ..4`F fit_ is • - - - `a^-'.� - ., _ , .(;- ;.i,c'vf°'' - 'P ,k.0.^'' »','' "•,g'" T t: 't^�' Y^F' •i. Wi 'I` '*"h�•, '.t: e.' "c° 4 y t• c _ '-J, c`. - ..,z.-,�..,.,,,.e,`-�., �`;.s*• -ro......;:....�3 's r_.� ter': �'.t,, .r mks'� rk"'., _ /, .J s4a»ww^:•rw�'vc_,.;, G`._ 9 'SY <✓.e. 'f' .. _. — L� .,Z• fib.+„.aI N' - "?r �SY 4^ Via• =i .t+ / •4 do .,r"w Eileen Santora 650 Vanston Road Cutchogue,NY 11935 PHONE: 631-734-2794 Email: eileendrawblu@optonline.net D LA E I �16 2015 1'j' April 15, 2015 CIN DEFT TO';'�i;OF SOUTt;OLD This certifies that the northeast side entrance deck and the proposed northeast rear addition meets the average setbacks of the street. Location of property: 235 Carole Rd Southold Tax Map No. 473889 Section 52 Block 2 Lot 7.4 Eileen Santora �, o 05.1 4., �ca p�pFESS1f3��' - loll 1 7`07 ENO .r - - _ „ r,. 4 „ 1 • • r- » •w, ^•fir!' <..� '-,� i w h s low a TV M r, •. v r f y _ r a ay JR. � e � n. • '— t f - F tel Alr r �i • f 4 - ie r : 1 1 y LI d Y~ Y •t a - "� a .> .�+i;�'�M'r",.. �• }7,ry, ,�/�,�. - 'F�, w+` RSA��+L , �y �� ► °, �F. \ ; . t t ' _ i ! , wd: t » by L u, e � s� Ow''— t y r� R y v Ir ... 612ow - s -Ame y �� 4�m _ ago- v ' �� ;.� -� — `T.n. �:. �. . {. - - - � ate.• —. �.• '�.- :��.. "ter* wl Rlk i r y +o • .A _.r ♦• ate, .,�� '� 9 - . � `_ ✓�f.Rf.. ';71 --� :i .. ..`fie C - , .� ,y - y4• 40- - a ..-.._ ;.`�..... .F�.�moi•. � 4�..`}�" � ., .. - Eil 1A �x�y FLOOD ZONE AO (DEPTH 2) SURVEY OF PROPERTY SD UTHOLD FIRM MAP NUMBER 36103CO158H N TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-52-02-7.4 SCALE 1'=30' JUL Y 1, 2014 PR\5 p1A s�PGN� \ R �•g• \ �P STORMWATER MANAGEMENT CONTROL PLAN AUG. 57 2014 'Voll . \ \,gyp Pp 001ov \P1, \ \P 0.1 N PALE J05EP •yg,�p 00 \ 5�E J, �. o �\ R � �1 oE� 80 \C\ 6 Dsp{ X05 4 o/f 1 y � 010 . otioo 5 BRP �i\�.�a � \ o l F \ o IA \' ' RE 0 0/f / 0� 0. \ Gp��P AREA OF UPLAND = 13,901 sq.ft F`s,, \\ 13901/17740 = 78.4% \ l $� AREA OF WETLANDS = 3839 sq.ft. \ PIE 3839117740 = 21.6°l0 p ��• '� \,101 \ SHED \ , G \ RAIN RUNOFF CONTAINMENT: $" ' DWELLING: 776 Sq. Ft. 776 x 0.17 x 1 = 132 Cu.Ft. Provide 2 DWs. 6'0 x 3' Deep VyKM Connected by Gutters & Leaders S 4 o� ® = MONUMENT WETLAND FLAGS — AS DETERMINED BY SUFFOLK ENVIRONMENTAL E ' CONSUL TING, INC. ON JUNE 12, 2014 -.-_ •- C. NO. 49618 ANY AL TERA 7TON OR ADDITION TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 72090E THE NEW YORK STATE EDUCA 110N LAW. PECONIC SUR I/EYOR P.C. EXCEPT AS PER SECRON 7209—SUBDIVISION 2. ALL CERnF/CATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA - 17,740 SQ. FT'. P60. 1 BOX 90920 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 77-IE SURVEYOR SHEET I o f 2 1230 TRAVELER STREET WHOSE S/GNA 7URE APPEARS HEREON. 11-14 4 SOUTHOLD, N. Y. 11971 i i i SURVEY OF PROPERTY FLOOD ZONE AO (DEPTH 2) IN SO UTHOLD FIRM MAP NUMBER 36103C0158H TOWN OF SO UTHOLD N SUFFOLK COUNTY, N. Y. r 1000-52-02-7.4 SCALE: 1'--30 JUL Y 1, 2014 NOV., 17, 2014 (REVISIONS) DRAINAGE INSPECTIONS ARE fiEQUIRED Contact TOS Engineering at 765-2560 before Backf'',OR Provide Engineer's Certification that t*d'amag'e has been tnsteed to Code. EROSION&SEDIM€ �CONTROLS Shall include but not be limited to: E A well maintained construction Entrance, Wire Backed Slit Fencing,stabilization& Seeding of exposed and/or inactive soils 15 OPR p G X81 \ptJ 5�P I R • �P STORMWATER MANAGEMENT CONTROL PLAN 0�� \ \ PGS\�'� AUG. 5, 2014 Ip l� APPROVAL Or STORk3WATEP,FeANAGEI'ifi'ENT Ogy" �� \ CONTROL P "J -T 'rn Cad ;*iter 235 ' / Date:G Approves '?'� / L \PPO pol411 OV / \P 0.f P i� S 9-b o u17U 30SE �10/' }y P\ l0 / E 5�� .�9 der k1 RAIN RUNOFF CONTAINMENT \ N61 < ry0� �'D PROP. ADDITION - 182 sq.ft. ti� C) / 182 x I x 0.17 a 31 cu-ft- o. Oma ' Sys �d� s �� 0' 31/22.3 - 1.4 VF. co '� oE�� \ B01\ �\ PROVIDE I DW P.6'm x 2' D \ Connected with Gutters & Leaders c ,o t !• 0"A "/01� A M t N rin..+rr) 5 F.PA RA't'l0 ty C3�T r 6 �� tt AGE X30�'o D D `f A�I�! R Vit A-ra,To BS V e-94 F'6D C ' H I G R -rvflr. 8� X05 r9, 3 ;� o � \ N sow z. do 0,� �\ vSP R �< '�, V24 ole s ,VIP s• d � E o �\ �� ' R�0 E• F sy \ da Gpts = AREA OF UPLAND_ 13,901 sq.lt \ O• 13901/17740 78.4% \ 66 AREA 0F WETLANDS 3839 s .ft. / \E L ,;• P 38�9/17740 = 21.6% F 0 i I • O11 (� O i ONYSDEC APPROVED AS PER TERMS AND CONDITIONS OF g� PERMIT NO./- A� DAT 3 ` ® = MONUMENT r 0. DETERMINED BY SUFFOLK ENVIRONMENTAL � fit' WETLAND FLAGS - AS , \d CONSUL TING, INC. ON JUNE 12, 2014 r NO. 49618 j ANY ALTERA7701V OR ADD177ON TO THIS SURVEY IS A NOLA77LW PEC V£YOR , P,C. OF SEC77ON 7209OF THE NEW YORK STATE' EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERnnCATIONS AREA A 17'740 SOS FT. P.0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF I"� /'� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR SHEET I of 2 1230 TRA VELER STREET 11-14 4 WA7SE• SXVVATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 I I I , j uAwng F•DET" FLOW n G I w z �..:�w �a4�/ kflP'.� i l _•_www 1 �� Y-�f•TTTL4i _ .c: ...a �� dvc¢a.. wn A.K.y Ry._ Ll�.t'i..'i..,!"-4.:.ir:yam r:C� ` : •� \ ucv.Noaa • A7'i�,.-.r_�.`rim 7'• ` moi.'• +S am•rN .' .._._.__. v SLOPE t•VERTICAL v f 1 f v v :✓ "'" � - ` raYs 0 e•.� ,'••1P FACE v� 4 =T =.-.` '0 X . / hili• i� �y o 'r "Si .�' _ »'—iF— tO BEDDING DETAIL o _ � Wi=t = y �' .-7•-� ! a PERSPECTIVE VIEWANGLE c ;: ,,:z ` vY• TSTAKETowARD i '�t ;-; -.�'"•�''• y-, EL 17E76[ - ►rtenovsLY LUDBALE O¢ w 2.2 j3_;a:•': _• - ':-•a- F [ o N-a µn aaT « '�•..r fFLOW .4� FENCE POST S C"� h 7F. is W Vw-I.M FENCE .-- O v E+ .w..n. ✓ c*r a 4 � my"CLOTH € O yt a A < ar. T z TBoeaOear BALES FAEpFIERQA11►LACED ON CONTOUR _ w w ..vc•mr _ �� :'�-�=.t-_- V WO GlOVNO — z SIb6 t FTAN !REaARS•STEEL E N KETS OR .- Fes{ Q � O — D"A2'•STAKES erbreN CRpof �.w,.� _ r, wFn (�( DRIVE STAKES FLUSH NrTi11 TOP OF �� •" �� -Wl Oto V) NAY OALe;s• N.X/MNr ORAINACE AREA N« "R"' _ r•w ANCHORING DETAIL n�E r e°°ONEAR EEEr CROSS vrn.w — [ O ~" STRAW BALE DIKE DETAILS secTwN DETAIL E{ r�I..r s«e�..Ra Leat .«t z W Pte. to SILT FENCE DETAILS TEMPORARY CONSTRUCTION ENTRANCE ST.WDARD PREGSI'CONCRETE GTQI BASIN .,•,., ...- (3 e¢T m SO FEET STORMWATER MANAGEMENT CON - ��$ --- - FOR PROPERTY TROL PLAN r AT SOUTHO =IIAe^ LU , N .Y . 1000 - 52 -- 02 - . 7. 4 Aug. - 5, 2014 Pical Section C.T—1--Q scale:NTS < I-' • - w U OA SITE PLAN DATA: (To'Include) NAME OFPROPERTY OWNER A, a • PROPERTY ADDRESS SUFFOLK COUNTY TAXMAP NUMBER a TOTAL SITE AREA/ACREAGE C=) TOTAL AREA WITHIN CI-FARING LIMITS O C--,> LOCA•IIONOFALLPRIVATE 1 c�TEST HOLE LOCATION WELLS WITIIIN 100' _ I\ €of STORMWATER DRAINAGE ., w CALCULATIONS: (To Include) _ Y ,`; �, t TOTAL AREA OF ALL IMPERVIOUS SURFACES; .. ROOFAR_A DRIVEWAY AREA U PATIO AREA :d','� __?'� ALL OTHER IMPERVIOUS AREAS t.,I STORMWATER CALCULATIONS FOR A r RAINFALL r0r60�r✓� t� G� • NFIy' DESIGN ELEMENT'S TO INCLUDE:SIZE&DEPTH OF I-EAQ11NG POOLS,DRAINAGE PIPE SIZING&TOTAL t (j , N � �J' CAPACITY. (ptwide Site Plan Number Systcm for all Dninagc Structures) - SHEET (!/� O t 2 Y F" w 12 O•G 2*1 Lazf i �J�'f' " I OTO �CIq'u 4 _' NOV - 2015 37 ell PC, (if� ��►T• � � 6l DG. DEFT NOID 12-cx1c, F- 14 121 pcueec> co r-P,7, v 64 lite w G 1A _7777'�77a .ep... 77 77 - Tu204-4a DD P31041v TW 17/d . f7 14'24 } V" 2.13/4 f x P I'/C"LVL s _ �G :�_I:-- � '�, 'a'� - - > ' 2 X ID 02 2\/lv e -^ {y d � � � oar •'.'� f _ 1i d /¢t1 101-Co 1 2 0 RM11 v'SW W 16 tFC' i C�l Co''Q U- _ OXI o �l Cr-4 P 51"k'-A.P W j M► k&)ga Q44L.5 'fie'.. ILY � �c� T14e � � -2X4 P til r LA Z-I�/� J O L'�/L HJ c� R I� �� 12H( re �24`` o y � -_ --- - ('''f ern!._- ,� � ,�► l..,l� .� 1�VL IA ru r;> _ z W44 2 x lo �. i . �� . 19 I i--�?C1t,.�►1'jr'F� .� /z►►tl to _ �" -41 s � ��lu��.rl � ' 4" UND�Tx1�.fes L. e-0 o+ t t � P}J, D'°tom y,J N � I�fi►t'1�=tom J.r� " u I'> I t.._ "Att �. �n �`��t� �;oN t.-�� .-�-� �+� �tc�r� t�r...c��- �D Zy/�y 1� •�y�'j� '' L-1r I! ' ' 1 -�-' 1'`Z.. ` �'uds` I �`-�IC� � I-'q De =44614 Yfz' GI /t �R�V1�f I�1 2-' 1&- 15 ° 12` �� t � 1 h(l � M F2 To M IFN t�!, ►�I. N Y xv c S T� t • 1-1, 1,-q 1.c3TOF-1r LI V RM A�iTl44ssw 12 rCa rr r ' 0.0, 24'Lowe U 4 4-c eq PL r �i2pmo CST" ' I m 11!0 17,4'` I lit c wl 224,-<4`xl IC� t .�..�.;6;,�.`2�'vN!�;;"_.`o'"�.-•.J:.^ >r-r_,,:s•,.c.�:,tit:."},'.,. .�.ri+.,.:.:.:.t:.vr.':'':i.�"��v�:i"" TU2 D4 P31o444p TW 7 id n f7 l p 4 Lls "LVL / x _ ,� ti ,2,Orr ►i 101-69 Cv e �. D RM — _ FLUSN_Nits �. i _ � � elIJGI✓VE .LT 2�Ci�7� '�` I�C�l!�"pv _ -2X4P I�tI�L,I�� 2- I'/4 1hLVL -2X 2XI D eii~XaP srPAP 1^I MIN SCI t�1,2�1L-s Ili''. 1 .''f D '�Hr- p4I 0 Gt TO�UtJt.1 ��0 r TO� rz�0 Pori{ J��p�L,' i'��4X tWLVL Rl%i1 t .,A M I l -44 , IU?.- 1H1 r,pTd t�;r24`' 2 10� T I O, .} QJ MVI 2 I , ►[� 1�VL t�- ► rL G ;amu %+ - d , TY r-14 — -� 1\ � 241�,r F,— _ t 2 2xlo -� r7 ft I. . I�tI ' MIN.'1'oG'G '� I[c e7I I. L-� o.ML m q 24" ' �}� Law JC>i vr5p ip I�tl20..47 i -- _ l"' 'C-t 0 iIC. �dirJ n fly 1�!U �y , ,o�► 4" UNt3 �' !� a , }fit, rI►aP fz 1/2" A1�IGI-#O� l�at-�"`a 2'b�Q,G,t� tJ• /�{ I OV.- PL4t7 _.S%Le Ito" -•40 _ -____ /. 'I (.� 'i it t . �" ��i 1=� !`I G ' �' �'`V�"U--� ��'-- L01V C "r✓ ice- a f.,sr a ;. 1ea't KAY W4d - Oe I�'�G14 �_ IAftP '� �FV1�, ►�1 �I J J41 "I� M IZ O M N kl ,-4''X 24 I`x 12 -w-op i� 235 CARO L.M;9b TQC 440LD t.i Y Z'`/, ani In {' LI V R f*-t A Dt T 1 C i-j �1�'� # 412 OF e ,O e 7t NAILING SCHEDULE PLAN CONTENTS: _ WIND FRAMING NOTES -OCCUPANCY CLASSInCATION R� RESIKNDA� Z GFNERAL NOTES ROOF FRAMING: I> RIDGE40-RAFTER ASSEMBLY; _x I-lWx20gauge strep stet los sthcI beach pair of rafters In accordance to table 3A. NAIL BUILDING NAIL USE DWLLLIN(; U JOINT DESCRIPTION When a color tis Is used In lau of a edge strap,the number of 10d common nails required QTY. SPACING NOTES -ILDING HFJGHT CO In ftt&JaWrwmbero(8dnakinftsbW. RAFTER TO 8'WALL;3-8d COMMON EACH a, CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SO. FT.. OF CONSTRUCTION C6 1).The inoormation willhin this set of condructlon docurnents Is notated lo beak;design. 2).RAFTER-TO4111ALL ASSEMBLY: PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA 0\ f ;, inlantand limming Well They wek*mdedm000n*ucSonW4,Maw'mgltllm taligmillum and shear wall oonnecliorts for refter,ceiling or truss b lop plats shall be in TO TOP PLATE 1(r WALL:4-8d COMMON JOIST TOE-NAIL 1995 SBC HIGH.WINQ M1IPN WOOD FRAME CONSTRUCTION IMA C�j for gerwrellys-lost, good building practice WW compliance wt1h current Now York mmn de r. to table 3.3.When a nAw or Irm do not fait In Ilre with studs below,rafters NVAL_ L5 Stab building codes.The General Contractor Is responsible for providing standard or trusses @10 be aam I b ft wed lop plab and the wall by plate shell be attached to CEILING JOIST FRAMING ELEMENTS AS PER FLOOR P'LiNNS.-CROSS SECTION 6ND GENERAL NOTES 0 TO AS PER TABLE 3.7 EACH FACE 0 (y) ftiolihowall stuidwith upillilconnectlof ft r8ke site Ofthe building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 construction details and procedures to tonsure a prollessionally**~,strucliuragy shall be connected with upllft connections In socordorice with table 3.3c. sound and a wosilherproof oDm*W product. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL 3).WALL-TO-WALL ASSEMBLY: ATTICS w/o STORAGE 10 cn 2).The General Contractor is,espon for eraft Ifint all work and 0011MIllruallion COLLAR TIE AS PER TABLE 3.4 EACH FACE . rneet3 current federal,ebb,county and local codes,ordinanon and repute. Wall duds above and sbxls below a kor level shall be attached with j*ooninections in ATTICS wl STORAGE 20 U) TO RAFTER WFGM-SBC END NAIL DESIGN LOAD CALCULATIONS ffirradw wftht"&3b.Wien wait studs do not fait In line*M Axis below,to ROOF (GROUND SNOW LOAD) These codes am to be conskla as part of the speciftetim forthisbulklingohd _11 I skideshialibeen An to acarrimon member In the loor assembly with uplift connectors in BLOCKING EACH TOE (LIVE LOADS PSF) LO should be adhered to even If In variance with"plan. 2-Od COMMON ROOMS (OTHER THAN SLEEPING) 40 donce with Ube 33. TO RAFTER END NAL ROOMS (SLEEPING) 3).Dkrmwb RIM BOARD EACH END 30 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION. TO RAFTER 2-16d OOML40N END NAIL STAIRS 40 First wall sbxls shell be cot.mclied to do burdetloin,sill plats,or bottom pleb with uplft GAURE)RAILS,(ANY DIRECTION) 200 4).The engineer has not been«rpeged for construction supervision and evorm no eonnectrxe.slept ovp"hmsminftnembedment of7lrdminma WALL FRAMING: responsibility for oDn*uc5on coordinating with these plane,nor msponal dyfor bmddw and slabonr~15 inches Inmasonry block bxxkAonsorliappedunder EXPOSURE CATAWRY consbuetion Means,rrteAads,lachnlquw se"moss,or procedures,or for mNstyythe plate avid nailed In accordance with table 3.3b.When steel soaps wNAIL NAILe topped under the JOINT DESCRIPTION QTY. SPACING NOTES LOAD PATH SEE CONSTRUC IION ANDININD �PATH CONNECTION precautions and Progrorm In connection with 1110 work.Them we no wal for i baft. piths,3 Inch square washes WWI be used with the andjor bob.Anchor bolt TOP P1 (ROOF GENERAL. NOTE PAGE _dIgistobcrpeosd*rWsizsdIn@crm in rm1Ict*bIe3.2r.lnaddltIwlospwc*V, TO PER FACE NAIL -FOUNDATION) QU& PAGE A GENER specific use expressed or Irnplied In the use of these plane. 2-10d COMMON 4 t 4 4_1 anchor bob am to be spaced between 6-12 inchas frorn�w and of a am oft W-4 am TOP PLATE FOOT SEE NOTE:1 NAIUNG SCHEDULE' SEE MWR& -NOTE PAGE 5).Refer the V*x*m and Door schedule for exbrikx openhps. TOP PLATES AT JOINTS4-I Od COMMON FACE EGRESS SEE FLMS AND MNDOW SCHEDULE -CTIONS INTERSE EA.SIDE NAIL 6).The General Contacliarls to ensure pmfabf&cW Amplean flies 5)TYPE I EXTERIOR SHEARWALL CONNECTIONS: FIRE PROTECTION C or wtosods merwiledure's spadkellons and applic We was Type I orlarlor shear weft with a mirdirnum of 7116 Inch wood&ucu*panel an the exiierlor STUD TO 2-16d-COMMON 24- FACE (SMOKE !k-CQ2 DETE TORS) SEE FLOOR PLANS I attached wain 8d common neft at 6"o.c.at the panel edges ora 17"o.c.in the laid.and STUD O.C. NAIL 7).The General Contractor Is to ow"wNh She corm for all bulk-1n llama 1/2 hot gypsum waill r.i an the linliorlor attached with 5d or6w rails at r o.c.at panel HEADER TO til"D.C. FACE TRUSS DESIGN NZA STMDARD STICK MAME CONSTRUCTIQN S 18d M4AON such as bookcastes,shelivIIIpentry,closels,We,at. edgesandi(ro.c.in11heleldshallbsineran once with the length requirst,tan specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3: RELEASE 1 in table 315&b. TOP OR BOTTOM .2-18d COMMON PER 2x4 STUD END L 8).Wind bed requkeirm sWfbotMwinbocoountduflngoon*ucdm. Ir PLATE TO STUD 13-16d COMMON PER 24 STUD NAIL 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: oftads 115"tine the appropriate BOTTOM PLATE TO: 'T, 1 PER FACE NAIL FLOOR JOIST.BAND JOIS -1 6d COMMON logthadjusirnertbabal Inlable3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Meson to review plans,slievatlains, and nobs lo doWn me intended heights of IlInIshed floor(t)above typical grade. 7).INITERIOR SHEARWALL CONNECTKINS: FL FRAMING: Allow"Orwall WVN In in Istat 3.14 shall be pwmtftd to be Incressed when NQTY. SPACING AIL NAIL 2).AN 11cal to rest on wdistuirbed(*gin)gall.Assumed bearling 3DOopsf inlierlor sheerwds we used.Sheathing w,4 connections shell be in acowdence with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively 3).Provide 17 expersion)oInt material between concrete sift wW sbulting JOIST TO: PER TOE CLIMATIC & GEOGRAPHIC DESIGN 4-8d COMMON cora or masonry waft orxxAV In w1aft or unhealed Intailm a ems. 8).CONNECTIONS AROUNID EXTERIOR WALL OPENIINGS: SILL,TOP PLATE OR GARDER JOIST NAIL GROUND WINID SEISMIC FROST WIN'" ICESHIELD Header and1lor connections shall be stached with uplift connections in accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERIM LINE FLOOD 4).any naw coin wale being _1111IDedstingoorn Wtx*ur$sW 2-8d COMMON TERMITIE, DECAY DE" UNDERLAYMENT with liable&5.=ell!plain Owl be have steel oonneclors Ir socordance with table TO JOIST END MAIL LOAD (MPH) CATEGORY DEPTH IEM . REQUIRED HAZARDS be installed with$4 re-ber,I r"at 17 o.c..Use appi spaxy for irstulleft. 3.6. BLOCKING 2-5d COMMON EACH TOE W MODERATE SLK*ff TO 5).Unless olherwise noted,d slabs an grade Io be 2500 p.s.L.Concrete to be CATHEDRAL CEILM ASSEMBLY: TO JOIST END NAIL -4LBS. 120 a SEVERE 3 FT. TO HEAVY MOD=ATC poumdon4kichffwckswWorW"Mwain&Swimmesh,okilmck Anbriordabs Wh&*a ridge Isla be used as a shftffal beam,the rafters shall silherbenolial and BLOCKING TO: EACH TOE 3-15d COMMON to be minimurn 3-1/2 kxh thick. ichtwedontoptaftebeam orslopecoiineab shollbeaftahedlosechreflier-b4idge SILL OR TOP PLATE BLOCK NAIL pc lha open calling part of the h A A n.CbrIinections 10 the ridge and wall shall be be LEDGER STRIP EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 6).CMWI Spaces;to be P, wNh a Mi 6 riun 118VAll"acom opank katal am adpchad with to abo"raquirarroft. 3-led COMMON WO Cast bw fourxiietion vent for every 150 sq.ft.of ame, TO BEAM JOIST NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACMAT 1INTEIIIIMS[MATE JOIST ON LEDGER PER TOE AT PANEL EOM,- SUPPORTS IN THE PAML FIELD NOTES DECK AND COVERED PORCH NOTES: 3-Od COMMON 7').Den pprod extwlor of bundWhn vAM bMxrkxm coaft=per spor�,.Q4(Vl all TO BE41 JOIST NAIL 41 PERIMETER EDGE ZONE Od COMW-NN P.'r O.C. 8dCOWAONerOi0. SEE NOTES:1,3 N.Y.S.Reeklentlei Construction Code.A"polyethylene I*n shell be applied tvw 1).Unless 08MMIN Mledl,d framing meWtel to be 91 ACQ pivesure bogted knytw. PER END Cr 8d COMMON the below grade portion of existrim wet prior to 11ing. Allfasionamhangers and ooda lobegelvinIzedorstairoonsted. TO JOIST 3-16d CXW&M JOIST NAL INTERIOR ZONE Od CX**AON 16 6'0 a IF O.C. SEE NOTES:I(90TH NOTE:2 PANS"E 8).Drainage se per seclon 8405 of N.Y.S.Reaklm Conybuctlan Code. 4 Gkdv*n for deck Oft to be boiled to each post With washers and nuts. BAND JOIST TO: PER TOE NAIL O.C. 8d COMMON _0C = SEE NOTES-.1,3 I SILL ORToP PLATE 2-18d COMMON -I [GABLE ENDWALL RAKE A14D RAKE TRUSS 8d 2LX�Q 4 Girders on carets piers Shap be anchot FOOT SEE NOTE. olocot we with a ff**mn 11r die x r long anchorbottwnwasters am nut. FRAMING NOTES o k.;z 1).AN laming techniques and.,*11 se prescripOve design of VMSBC High Wind NNLI NAIL Edition Wood Framing Conshxftn Manuel. �3).Poo supporting girders shell be soda lio a 12*xlnlr thick concrete toting. JOINT DESCRIPTION QTY. SPACING NOTES Ocl THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Use a mirdmurn 11r die x 7"long anchor bolt with weahers and nuls.Footings Shell be 3 A.below graft.Concrete piers to be wed with all porcheakiecks with rook or pergolas. AS PER TABLE 3.8 1).For root shad i w"4 W of ft pwW*tw edge of the rod,m d"11 v 4 fed an each rJ&Of go tw pe* 2).Unless otherwise noted,all framing and*ucU*wood.wo lobe#2+BTR.' STRUCTURAL PANEL Od Douglas Fir. I WFCM-SOC the 4 W pwh.Wm edge zone~,ner, mqukW*4 be used. 4).Deck Oft to have bbdbV at F0 o.Q. -r-,? CEILING SHEATKING: P 2).Tabulated 12 Inch oc.nag spacing seautylaa shong"mbal m Ioraftjhm*vmftIrW,6W wmhao.40CCUPAN C"Y 0 3).Floors,wells,callings and rarm to be spaced at 16 inches ox�unless noted W 5).Arninirriumall"10irichboldi shellbei lab bdwm the building and ledger. NAIL NAIL For ftnft rnernbm Wkh<0.42<GK0.49,the nail spacing shat be induced In 6 how o.c. onvorwift. Ledger lo be b0orted Io builldling vft W do.bolts with washers and nulz JOINT DESCRIPTION NOTES CITY. SPACING USE IS UNL A where needed. 3).Tabuialled 4 Inch ma nall spacing eavirnes sheathing to rafter Irm ftming members wNh G>0.40.For 4).Unlessotherwisenomd,d book wailheaft lobs(2)20002+8M Doug.Fir. GYPSUM 5d('001 URS r D.C.EDGE kairrilrig.nernbat wkhO.42<G<0.4g,ftnefimpir' g"beiwkmdoo3kKtmo.c. OT ICATE 1 Bee"wall headers to have(2)jack studs and(2)AA langth etude on each side of to WALLBOARD , J 6).Carvele piers shall be a InIninium(r above grade. I T CER I 1 OW*W.LVLI*Bft to have(3)jack skxIs and(2)fullaroaWdson aschWIdeot WITHOU I WALL SHEATHING:, 1; opoenings Bearing wall window aft shall also have(2)window A plebs for 2A wd OCCUDA 7).AN johft lo be supported wNh herigers arid enchm.Each Joist SW elect be anchored 'NO I openings b*~4*1 rW n and 24 well openings between 5111 aid n.Provide sv JOINT DESCRIPTION I NAIL Mu I sal blocking whence apocable. NOTES 107y. SPACINtG WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Ui nd 5).AN lush bearrisifteders to be with heavy duty gW*dwd hangers a Covered Roofs shell be assembled end anchored the same rnamw a a"I wwV STRUCTURAL 8d COMMON AS PER TABLE 3.9 NAIL SPACING NAIL SPACM AT anchors whom applicable to all coI N iscth joists, PANELS WFCM-SBC 1�* SHEATHING LOCATION AT PANEL EDGES' SUPPORTS IN THE PANEL FIELD NOTES PLUMBING NOTES 3'O.C.EDGE 7/1(r 0sa SEE NOTES:1,1�BOTH FIELDS) 6d COMMON r EDGE ZONE 9d COMMON Q r D.C. ed COMMON Q 17 P.C. 6).Double up door johft under waits OW nm parelel to ft floor Joist and wiJer bellhiubs. lot@ kmbftd as per N.Y.S.Reslidential PLYWOOD r D.C.FIELD NOTE:2 FOR PANEL FIELD Floom to have ostramic 9a Ins did betvarftd for proper load copeofty unless noted Construclion Code. GYPSUM D.C.EDGE INTERIOR ZONE led COMMON®8'O.C. , 8dCOMMON012-O.C. SEE NOTE-3 :`-�L ;v.,3 on 0". WALLBOARD 5d COOLERS 10"O.C.FIELD ER CERTIFICATION 2).Veft seplic systeri wNh the Engh we for Siullbilk Courtly Haft Depe"ant approval. Provide blocifingibridift in 111borffift at n o.c..Use sollid bloob og In loor oft FLOOR SH HING. NOTES 7).Provi ON LEAD CONTENT:BtFORE under all bee"walla 3).Med JOINT DESCRIPTION NAIL QTY. SPACING NOTES pro"edequalle bracing and plata 10 prOlect WW secure the atruclure.Verify with to skids,PWM or we cut out dul"Insialliellon for any pluritft, work, NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED)N SCHEDULE NaMS ONLY. CERTIFICATE 8).Provide Insulation be st am verb between rafters.linsliall dreft Mod"83 allift code and rrainulactuWs moorrivnendellon for maxknum hole sin and spacing permitled. E r O.C.EDGE STRUCTURAL PANELS MON 1).For wall sheathing within 4 feell of the conners,the 4 W edge zona needed. 8d COM SrOLDER USED IN WATER 1 OR LESS I r D.C.FIELD be used. 9).Urdess Wwwhw noted,al roofs a I�s to hen a rninkm irt#*K 4-0y Fir WAC SYSTEM NOTES SUPPLYS'YSTE&I COX exterior sheallhirig grade plywood.Plywood to omw over plain and homd". 1)MadUnical subcontraclior is responsible for adheming bail applicable codes and safety NOTES: 2�Tabulated 12 Inch o.c.nal spacing neurnes aftched to*i�*ftw""ft with _1,F,i.EAD. EXCEED X10 requbernentL G>0.49.For firerningonsinbet wAhO.424G<,the roMopwkWdwMbereducedloBoxA o.c. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otterwin noted use Y41 thick TAG PTS Fir or Advanisch plywood subilloor ONLY. �'75" adhered*0 PLOW adhesive and to floor pW FinWW Mor Io be installed 2).WAC subcontIractor le to liully,t000rdinale d wyaliern deft aind mquimnerft wth the MENTIONED IN SCHEDULE NOTES Ar, N, Vhr v olding,gelvinized box nab to pe...1 to in abstitulled for cmwnm rwk C am subfioor as per ffaxinhavt linstruclilare. "WID"Perdawlier. 1).Nailing requirarritinis we based on�elll she*ft Gwqla won;W 3�WAC rjbwftwW to povilds III system Wyout drawling and wAro I to tha General nailed W W-Mft at Me panel edge.If wall shenill" DATE: 111).AN b11111110011 Waft 110 herve lir thick limb H Ll CODES OF Awx swan .M cow parts of WMV -4 callings VW over furnsce Io have 5V thick ti Contractor and owner for&W review aid appetavel. is nailed 3*on center at the PwW"to obtain highoor ODES ";. YORRK STATE & TOWN C show capacities,mei;ng requirements for structurai F E NEW 'n to have regular lZ ShOstrack.M waft 110 be"and InW*& I _)ARTtME-NT AT ELECTRICAL NOTES: members Shall be dcubled,or shernese connectors, Noflt-Y BUILD!"NIG DEI ITIONS OF such as sheer Mobs shell be used to rnsh"in load path, AS REQUIRED AND COND 12).Ali rod with a p"hes then 4:12 MW Ift an Ice&Wow Imilel or 1).A#elect lo be Ins as per N.Y.S.Residerift C4r*h)dm Code. 765-1802 8 WA TO 4 PM FOP, THE approved equal.Fiat rook OM be oppilled with a Fbwgft base sheet va an EPDM 4! I - ECTIONS: 2).When wall sheathing Is oonlInwx over am m FOLLOVIING INSP lorchdown type inelm am. 2).At dech work sell be approved by a quWW Underwriter. mernbersthe tabulated nwtw of nab be pernMod -1. FOUIND�JIOINI - TWO REQUIRED ARD FES 13).AN 0 plain and wood in conlect with cx I No iDbeprosomteew.80plebs fiD 3�ftW Snacks**wtal and Carbon Monoxide delectors as per section 8317 to be reduced bol-16d nal per loot FOR POURED CONCRETE �00 I be Installed wNh a lbern ON gasket and cop+49x larrnits shield or approved equal. Pt U M B I I, of KY.S.Reelift ConsWellon Code. 2. ROUGH - FRAMING & 3. INSULATION 4. FINAL - CONSTRUICTiON MUST BE COMPLETE FOR C.O. PLUMBING ALL CONSTRUCTION SHALL MIEET THE A-0 ET 3 I Fj AW FLOOD ZO;.*� ALL PLUMBIN`�VV)�ST'E": ENTS OF THE CODES OF NEW U_R_l 1 1 REQUIREM &WATER LIN�S NEED CO!!FLY WITH Ci'I'APTEr, 114.3 YORK STATE. NOT RESPONSIBLE FOR TESTING BEFORE COVERING DESIGN OR CONSTRUCTION ERRORS. FL MD DA?VGE P VMUTH 011J)TO-Wri COVE i II CONSTRUCTIONDETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISIANT CONSTRUCTION CONNECTORS , Lo CONNECTION LOCA'�.-ION: PART NUMBER: NOTES: 0� RIDGE-TO-RAFT--RS LSTA24 APPLY TO EACH PAIR OF RAFTERS z RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER 4- %0 APPLY TO EACH RAFTER co RAFTER-TO-PLATE RT1 5 (USE WITH SPTH4 CONNECTOR) NOTCHED RAFTER ---Q 0; RAFTER RIDGE PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD* 'a 0 RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD -a 0 w HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD in CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 1ST. FLOOR-UNDER-StL PLATE MSTA36 OR RS16-R (USE WITH 3" SQUARE WASHERS TYPICAL RIDGE TO RAFTER STRAPPING- Ty RIDGE BEAM TO RAFTER STRAPPING UK THE FOLLOWING OR APPROVED LISP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. get PROVIDE 1/2" SPACING RAFTER E) BETWEEN THE END STUD ANCHOR BOLT GONNECTION AND THE 2 OTHER STUDS FMICATIM 5W DIX APIC"OR ISOLT ANCHOR BOLT CONNECTM FOR ALLOWING SU"MNG MAXNUM SPACM RAFTER CONNECT CORNER STUD HOLDDOWN INSTALLATION SILL PLATE TO FOL)WATION TO TRANSFER SHEAR I STM rlr= (CRAK SPACE OR FQ%�TM�) TOP PLATE FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION 2 STORIES 3r OC TOP PLATE COMMON NAILS @ 6-O.C. (CRAWL SPACIF OR FOUND&TM) 4-1 0 1--," FOUNDATION, > 1-2 STORIES sr oc WALL STUD sty SIDEWALL USE WITH 34 SQUAW WASHERS WALL STUD ENDWALL (USP L.13PS58 OR BP583) ce TYPICAL RAFTER TO WALL STUD CONNECTLON-- ALTERNATIVE RAFTER M WALL STUD CONNECTION SHEAR WALL CORNER-ONNEQ11ON- 41 2ND. FLOOR WALL STUD KINGSTUDS VMS 2ND. FLOOB PLATEFLOORCRIPPLE STUD WOOD JOIST RIM BOARD r HEADER BLOCKING WOOD JOIST 1 ST. FLOOR TOP PLATES JACK STODS GIRDER/HEADER WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD e TYPICAL H,AMR CON RAM JOISTiFRAMING OVER W-00 GIRDER— JQIST FNG FLUSH WITH QIRDER/HEADER I21M MULTI-STORY CONNECTIONS— 1ST. FLOOR WALL STUD ow 1 ST. FLOOR PLATE SUBFLOOR SILL GASKET 4, & 9 WALL STUD WALL STUD TERMITE SHIELD RIM BOARD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES -E) DOUBLE JOIST I DOUBLE JOIST y (TO OVERLAP JOINTS) FOUNDATION WALL FOUNDATION WALL SILL P S TO FOUNDAT N ANCH1051 4 ATH DOUBLE JOIST FOR UNDER A RTUQ DOUBLE&. S"I FOR- 11011-13EARING WALLS 18T.,FLOOR TO FOUNDATIORONNECTIONS FMRALA� f-A IA V, M WIND RESISTANT CONSTRUCTION CONNECTORS cm DECK & PO CH CONSTRUCTION DETAILS & WIND LOAD . 'ATH CONNECTION DETAILS _ I, 4 A 44 4 T x POST .F TI A R A w T ` v Z ' rn � X 6 POST TC A R 66 K TYPEH POST 0 M TO-GIRDERR ' A4 FOR- RAFTER ; . � I'.I DER i ui a f SE ON EACH RAFTER. MPA1 USE ONLY ( v °C AFTERZIQIS- TO HEADER TYDOWN RTI 5 E- FOR EACH RAFTER o i I i AFTER TO Lt :GER BOARD TMU26 OR MPA1 o I; RAFTER— TMU26 CAN NOT BE USED LEDGE(� U. - THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RES�STANt CONSTRUCTION. V R F( LOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. jl RIDGE i NAILING SCHEDULE Lo ' HEADERROOF FRAMING: Nw JONT omcm TION QQw. ISPACM "o f f:s RAFTER RAFTER TO 9 WALL M COMMON EACH TOP PLATE ,v WALL:4.8d COMMON RAFTERoi— TOE-MAL 0�CP4uST �COMMON EACH TOE-MAL , w 4ad COMMON 1 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION PARALLEL':nFrER "n�°''-:l�c LAP NAIL CELLA G JOIST LAPS AS PER IABLE 3.7 EACH FACE i OVER PARTITION WFCM-SOC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE r.r �RAFTER PC NAIL OCKMIG WFCM-SBC EACH BOE STAIR TR E A TO RAFTER 2-Bd COMMON END NAL ••• i GIRDER/HEAD RIM BOARD �MEACH END RIM BOAR M RAFTER 2-18d COMMON END NAIL POST— i WALL FRAMING: �1 POST COLUM ° o SYRINGE J°'"T° '�'''" TY WAONG '' / e TOP PLATE TO 2-1IN COMMON PER FACE NAIL OP PLATE JOI FOOTJOINTS _ TOPFkATES COMMON - STRINGER TO DECK/PORCH CONNECTION INTERSECTIONS 4-'� Ek SIDE ""'L GIRDER/HEADER T4 POST/COLUMN OV9CTION sTu2-,BdCOM�AON 2+• FA STUD uo O.C. NAL HEADER TO18d COMMON. 18'D.C. FACE j HEADER ALONG EDGES NAILTOP {� END POST TO DECK f PORCH CONNECTION PLATEOR TO STUD 3-8do�a i PER�a UD MAIL BorroM PLATE M. PER - FLOOR JOIST,BAND JOIST, 2-1Ed COMMON FOO FACE NAIL END JOBS?OR M-OCKM 1 JOINT DESCRIPTION NA MAIL NOTES GIRDER/HEADEXw TO. RILL,TOP PLATE OR GIRDER TOE 4-8d COMMON J0 3T NAIL i ��f3 EACH TOE f 'i RAM GIRDER/HEADE TO J04ST 2 COMMON END NA0. 2-x° 'JOIST O POST/COLUM 3 , siLL O TGTO: EACH TOE PlJ1TE 3.1Ed COMMONBLOCI( MAL POST/COLUMN LEDOERSTRIP 3-,� EACH FACE oft i TO'BEAM `""A0N Jas NAIL j - GIRDER/HEAD E '10�`TO SEAON R a-°d C°"""10" JOIST NAIL L� BAND JOIST 3-lWCOMMON PER END { j TO JOIST JOIST NAIL BAND JOIST TO* SILL OR TOP PLATE 2.164 COMMONFPOOOT TOE NAIL , I j H T CTION GIRDERfHEADER TO POST/COLUMN CONNECTION 0 T TO GIRDER/HEADER CONNECTION JOINTDHSCRIf�rioN MALQTYSPACING ALNOTES STRUCTURAL PANEL 8d AS PER TABLE 3A WFCM-SW i DECK AND COVERED PORCH NOTES: 1).Uric otherwiN noted.eb tRtmirp iNft l b be Illi AOQ per+h o de lumber. } N bolo ers logos end anda b be p Iv*ftW or abler m steel. i 2).Gkdw%for dw*jobb b be boftd ar arxdlortd b each pat or ow wM wadrare and rule. Gkders an eoncrste piers shell bs onda sdlh props►sbw r n III r'sndwrad I kilo Cancxete wtb o mklinsxn 1 r1'dis x 7'b V w d m boR wMh wsehers end nub. 1 GIRDER _ 3).Pale aupporwp shell Rae andlerad b,t,2 5r12�etz•thldt ooneeta(udk,o ; . Use a nalnkrxsn 112"db Kr lore and a boR wMh washers and nub.FoWW Ehaa I POST. be 3 R.below orad. Gkdera Wh rode*Ml haus,r dla.oorx:rete pbn 3'below prsde.. WOOD J01 4).DearpWIc hm bbd**d n o a. •. ; 5).A minktsm d 10 incft 4eNnp*W be klabRed between the"ft and WW. i v. • „ „ „ v ', " GIRDER/HEAD �Le b los tasb W k:.bulQno wMh,/?da.bob*0 wa st s end mft CONCRETE PIE . > • 12 x12 x12 CONCRETE FOOT > • 1 j In n e).c WOOD J01 S�---�— «,N.ro a�..h� im B•.bar. ade. VA ' •A 7).N OW b be aupporled wM lwgms and endrors.Each Joist shah silo be wi dlored 8).Corwed Roola ahaEbs aeeerr�bd end anchored the aertle mtnrler ae a `� � � ' � PQST TO FOOTING CONNECTION D '� JOIST FRAMING FLUSH WITH GIRDER/HEADER GROUND w,NCLIMA�lC 81 GEOGRAPHIC DESIGN CRITERIA ca ,� �'' i WINTER SNOW SPEED SEISMIC GN THERNO LINE TRWAITE DECAY DESIGN IJNOEFiJ1 +; F TO CONCRETE PIFCQN�TION LOAD (MPH) CATEGORY DEPTH TEMP. _ '. a i a ce �- 45 LBS. 120 B SEVERE 3 FT. MODERATE BLIGHT MM O 11 N _ '� MHEAVY MODERATE ,- FE StON��' ria I i WIND-BORNE DEBRIS PROTECTION FOR OPENINGS, FOR NALL OFENIN6 POTEGTION OF120 MPH 5-5EGOND WIND GU5T5 ( MAXIMUM MAN ROOD HEIGHT: 551) f N .ti 1 r Z ICC 4 WA1 ER 5MIELD TO BE a Y r \ 24'!`ROM EDGE Of ROOF \ MET. DRIP 2" TOP tAP SHUTTER ASSEMBLY00 4" T� A�� ,5 � N.T.S. C6FOR PANEL SPANS: O < 4'0 WIDE SPAN I' ` \ t wooD LL' o N M ° 25/32" (5/4") APA 5PAN-RATED 48/24 5HEATHIN6 GRADE PLYWOOD \ \ g/8" NARIE5) ` ((OVERLAP AROUND OPENINGS 4") I 1 a j A55EMBLY: I 1 N NAIL- D PR �� ATTACHING STRUCTURAL PANEL: F TEN TO BUILDING w/ I �, RIP #10x3" (w/ WA5HER5) &ALVINIZED OR 5TAINLE55 STEEL I i ��OF WOOD SCREW ® 16" O.G. 1 I ( � 5rI1NG1�51NveI�ED ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 5TAKT FtR5T COURSE #IO TEE NUTS ATTACHED TO BLD&. 14/ #10X1-1/2 ( W/ WASHERS) I I Wh FULL STRIP MACHINE BOLT ® 12" O.G. r�' I 5TART Tt11Rp COUR5E 5TART SECOND \ \ I WITH FULL 5TRIP COURSE WTH FULL \ MINUS FIRST TAB STRIP MINUS 112 TAB � I . \ L \ ( ALL R" SADICLBS SUALL RAVE A Y114MVM OF SIDE FASTZN=S PIIR SHINCI& = j \ \ I \ FAS'PEMM SHALL BE M. 12 GAUGE SHANH GALVANtM NAU 1►/ KW. 3/8' DIA. RM •� Z \ I TYPICAL ASPHALT ROOD" SHINGLE DETAIL p w II +_ .c W 4- LTI PLE SECTION A55EMBLY: V I 1/4" THICK BOLTS ® 2' 00 II II -' IeeL N ;i 11�� w •Mo II II 1 1 II — uu Lee I I '' DOUBLE ROOP SHEATHENB •� I HRsr(•t I,r GOM1rIDtJ TOP PLATE NAILED PlW CODE-TO LATESDOuaLE TOP MATE- SHUTTER HUTTER ASSEMBLY I I I ( I I I I aAFrER Roo�l� N.T.S. I I i I BARO&ItAFTEIe FOR PANEL SPANS:4' OR WIDER SPAN (� N 25/52" APA 5PAN-RATED 48/24 SHEATHING &RADE PLYWOOD (OVERLAP AROUND OPENIN65 4") I 1 RRAMINs �1 I �' I E MAX. 2x4 STRONG-BACKS ® 24 OG .� .L ANCHOR 9 . I I I 1 914EAR WALL 2xUOCKIWG824K 0.4 A55EMBLY: i EGE STUDS C09TINUOuS 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" 6r1/ WASHERS) &ALVINIZED OR I ( SFr TO SOLE !'LATE � 5TAINLE55 5TEEL WOOD 50REjN ® 12" O.G. I,,r' A LADDEV6P LOOKOUTS 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING GtcILit Dl.00KINs PANCL TUE"ME DII�IE�1.1410I�A6 N6 DIAPN40 ED9ES w/ WE- , #10x5" (w/ WA5HER5) 6ALVANIlED OR 5TAINLE55 STEEL �AFr�s t jo {�Iu'°� iF REouIRE� 24 U-0-6.PIZOVIDK WOOD 50REW ® 1611 O.G. sTRE--W&Tu Aud UAILIWG WALL 0WHIN6 ALTERNATIVE FASTENERFORHUTTER TO BUILDIN(5: WWXM-114 Met WAILL°D PHR CODE #10 TEE NUTS ATTACHED TO BLD&. w/ #10x1-1/2 ( W/ WASHERS) MACHINE BOLT ® 12" O.G. VVIN ®O�'i/S - GLAZED OPENING A�VbppAu61lJG aart� 1 �14GH WMKAH� EPROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. PPa1?rED by LaoxoUr4 ALL004 IN ACCORDANCE WITH LARGE M1551LE TEST OF ASTM E 19,16 AND OF A5TM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS= IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANELS TO BE PRECUT TO FIT (OVER W1NDOW5 VsIITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. ;`� °}-, , 1'7 PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. �� WQ4. I � F L 0 0 El)! ZONE CONSTRUCTION AS PER N . Y. S . RES . CODE R327 1.1 SUMMARY FLOODVENT BLOCK OR POURED A. This Section includes unit masonry assemblies consisting of the following: 1. Flood vents INSTALLATION INSTRUCTIONS _ 1.2 QUALITY ASSURANCE *4 16-1/4" ROUGH OPENING A. Conforms to applicable BOCA, SBCCI, ICBO, and ICC code for automatic flood venting requirements. EXTERIOR INTERIOR &AT; RN! TF DOOR UPPER STRAPS LONS S ITS ° REMOVED o' P ',Vb BEHIND WALL PART 2 - PRODUCTS CO ALTERNATE 15-1/4" ��°EN • ► SIDE STRAPS 2.1 FLOOD VENTS • ' P BEHIND WALL A. General: Provide automatic opening two-way single height and double height vent activated by flood J. waters to relieve unbalanced lateral forces on foundation walls. 1 FE OPEN 2"x 15-1/4" OPEN 8-1/4 HIGH X B. Minimum Opening: Ability to pass objects up to 3 inches (75 mm) in diameter. 8-1/4" OUGHT 16-1 4" WIDE OPENING L ROUGH OPENIN C. Size: Designed to fit openings in modular masonry construction. V . N 3-0" N "x 15-1/4" OPEN 1,C200 OPEN 1 RAME D0O 1. Single Height: 16 x 8 inches (400 x 200 mm). TOPEN 2. Double Height: 16 x 16 inches (400 x 400 mm). z UOR SHOWN OPEN FRAMY o' ° BOTiOM STRAPS D. Frame, Vent, and Louver Material: Stainless steel, Type 316, formed and welded construction. �' ° ° IN FRAM_ v BEF.INC WALL STRAPS GO BEHIND WALL 1 • ► E. Vent: Pivoting, solid insulated face, perforated face for ventilation, removable. N AND CAN BE BROKEN OFF MAX v w � � ° ° AT SLOTS TO AVOID • ► 1. Free Area (Ventilation): 1/4 inch (6 mm) square perforations; single: 50 sq. in. (0.032 sq. m.), OBSTRUCTIONS ' ' v double: 100 sq. in. (0.064 sq. m.). v ! _ rn • ► 2. Free Area (Flood Relief): single 200 sq. in. (0.129 sq. m.), double: 400 sq. in. (0.258 sq. m.). E TERIOR VIEW LD FINAL GRADE • ' 3. Louvers: Automatic ventilation louvers with bimetal operator. LO SIDE 'SECTION VIEW 4. Vent Operation: Sealed float releases vent on rising and falling water. F.-Installation Anchors: Stainless steel straps, four for eech vent. No installation tools required. 1. Prepare a CLEAN 16-1/4"enoidm be the/12"hi h rough ape grader each vent (1 block wide x 1 block high) G. Maintenance Tools: Requires thin blade to release float pins. with the bottom of the o L 2. Measure wall thickness and bend (more t".an 90-) 4 straps at nearest slot to the measurement from pointed end. 43 3. Remove door from frO me. (turn upside down, rotate bottom of door outward and slide out of slots) H. Products: Subject to compliance with requirements, provide one of the following: � 4. Insert two strop intd two top sets of slots in frame from rear. After pushing teeth through rear set slots, p ONE CLICK INTO FRONT SLOTS. Straps should have bent legs pointing up.,i ONLY PUSH STRAPS p �� >_ 5. Caulk mai be applied behind front frame {ian e. Tilt frame so top goes into wall opening first with strap legs 1. Smart VENT manufactured by Smart VENT, Inc. going behind wall above ;opening. Push frame into opening so front flange is tight to face of wall. Z 6. Reach througgh from;opening and install two bent straps through two bottom sets of slots in frame, trapping wall PART 3 - EXECUTION between front fi�ange and bent strap. Squeeze all strapps tight. Frame should be flush to wall face and secure. .�. 7. Check that frame is quare and slots are clear of dabris, mortar an caulk. _ 8. Install door into frame b rasping bottom of door with plastic pins and front (with smaller squares) facing up. 3.1 FLOOD VENT y g h si�e slide into slots on sides of frame. Let the door slide down '�'� O Slide door into frame such that metal pins on each following the path of thle slots, until they are at the bottom of the slots in the dimples. ! A. General: Install flood vents in accordance with manufacturer's instructions, spaced evenly around foundation v 9. Let the bottom of the door go so that the door rotates down into the frame. Check that door is latched on both sides. ,41 perimeter, maximum 12 inches above grade to bottom of vent. -Q = B. Install one single height flood venr for every 200 sq. ft. of enclosed space below flood plain. in V C. Install one double height flood vent for every 400 sq. ft. of enclosed space below flood plain. • D. Adjust flood vents for proper oceration. �;%" ,; f: �• a (� 4-1 VIA t cf; 051 84c(,,.L e— PE$S0ta it I F2cvlc>e w � i 2 0,0, 04"Owe-,I I OTO � {iy 2-fix10 1 � Ij rL O pxp i �� UHP3104-& TW 2P1� - - �! la TU _ ._.._- _. .. __._. - U1�t�/ Ti.00 V •.., - ___ 2- - `�i1 fail� � � --._...____._...A..-... ..._ 13/4 w r f VL- i � ----Ir g, \ -41 10 -ca ,� � f � �itzt� ��-� ►.J � 'M �r�•(�,��C,�t��t I " /�. ._1/ ._. •_ .,y. ( 1`'t t�G r�/E-Q-r 2',c r cv r...,c�- ,:T "qtr " 2- �%4 10 WL �o 'Lv � r 1 Tor-�v�r ; o j HJ54io _ '61�) '�' 12Hi N-V Tv 24 r � - --� 1 ,�_2x t' II _ Str�' R • 3 {t � tcO' i2t? 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