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HomeMy WebLinkAbout43692-Z o�og�FfolKcoG. Town of Southold 4/21/2021 P.O.Box 1179 0 o _ 53095 Main Rd y�j0l dao fi; Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41980 Date: 4/21/2021 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 860 Bayview Dr.,East Marion SCTM#: 473889 Sec/Block/Lot: 37.-5-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/4/2019 pursuant to which Building Permit No. 43692 dated 4/30/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage as applied for. The certificate is issued to 860 Bayview Drive LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43692 10/2/2020 PLUMBERS CERTIFICATION DATED liff Atho 0eSi nature o�gUFFn��coTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o, • 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#: 43692 Date: 4/30/2019 Permission is hereby granted to: 860 Bayview Drive LLC 46 Sea Cliff Ave Sea Cliff, NY 11579 r To: construct accessory garage as applied for per DEC Non-Jurisdiction-note. At premises located at: 860 Bayview Dr., East Marion SCTM # 473889 Sec/Block/Lot# 37.-5-10.1 Pursuant to application dated 4/4/2019 and approved by the Building Inspector. To expire on 10/29/2020. Fees: ACCESSORY $260.00 CO -ACCESSORY BUILDING $50.00 Total: $310.00 Building Ins r_ 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 9,19S7) 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. ®4-I/ 0Z New Construction:-V��/;Q �y Old or Pre-existing Building: (check one) Location of Property: C/�v V House No. Street/�p Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ✓ Block 05- Lot 0 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: - Temporary Certificate Final Certificate: c k ne) Fee Submitted: $ 50 Applicant Signature pE SO!/r�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c ® sean.devlina-town.southold.ny.us Southold,NY 11971-0959 ®lyc®UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To 860 Bayview Dr LLC Address: 860 Bayview Dr city East Marion st: NY zip: 11939 Building Permit* 43692 Section. 37 Block 5 Lot- 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Blue Topaz Electric License No: 48305ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 8'Fluorescent 4 Exit Fixtures 11 Pump Other Equipment: Notes* /4cc Garage Inspector Signature: S cal Date: October 2, 2020 S.Devlin-Cert Electrical Compliance Form As tf SO le-61 # # TOWN OF SOUTHOLD BUILDING KEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Q .`Z� �L INSPECTOR d LIBOE so how yO�o TOWN OF SOUTHOLD BUILDING DEPT. couMve 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAUL NG [ ] FRAMING /STRAPPING [ FINAL 6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (Da DATE 7A `y0 INSPECTOR /IELD_INSI ECTIONRBPORT DATE COMMENTS \ b FOUNDATION(1ST) ...................................... 1 'FOUNDATION (2ND) tin ROUGH FRAMING& PLUMBING H INSULATION PER N. Y: y STATE ENERGY CODE i t FINAL r IL ADDITIONAL COMMENTS A Ohl 21, If l� a C � QJ . r z . V y TOWN OF SOUTHOLD BUILDING PERMIT_.APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD;NY 11971' L --� 4 sets of Building Plans TEL: (631) 765-1802 _ �-'� `moi ' _ ���'�' � ��� ��L 15)' P-laiining�Board approval FAX: (631) 765-9502 _ . �� Survey Southoldtownny.gov PERMIT Ni ' Check ' Septic Form N.Y.S.b.E.C. 1a3. iA Trustees - -- C.O.Application` Flood Permit Examined ,20J _ ,� rr n Single_&.Separate Truss,Identification Form Storm-Water Assessment Form. z APR — 4 2019 Contact: Approved 4136 20 Maatp: '7 Y J C H Disapproved a/c �a� "rT� y�9.+ TOWN �® Phone: ( �, Expiration )20 (9 Bui in Spector - APPL-ICAti6N-F0R`BUILDINb PERMIT T r Date D 03 20 - INStAUCTIONS' a.This application MUST�be completely-filled in by'typewriter'dr`in ifik and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to sell b.Plot plan showing location of lot and of.buildings oxt r"em es;r'elati©nship to'adjoining premises or public streets or areas, and waterways. c;'x c.The work cov�.e" e'd by this`lappliEatigh;nia�nbt be:eniilinenced bet'or'eissuance.of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit e�S available ffor fn pees dr thraughottC"tbe shall be pt on the prei� ughottC"tbevorl�._ ':�. . y'. 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��rti�ic�te,ofbe�cupa�cY• -; .. ;d• ` •- ., _ ,,, . , m -1Every�ui!%Ng permit shaU expire if'the work-autliorkze�d has not comiuen d,��ithi� r i rths after the date,of, �. . g : x g g issuanob, -has not been-compteted��vithin"h8-months-from sucl �&te;If no zonin a endments or other re ulations affecting the property have been enactedin the'interim-,tlfe Building Inspector'may authorize,-in writing,the extension of the permit for an addition six months. Thereafter;a.,�ew permit,shall be required. APPLICATION fS REILEBY`MAI$L�jd'�th' ;A-Ad&' D'ep4tnieritsfoi'the isshance of a Building Permit pursuant to the Building Zone Ordinance of the Towh£of°Souih6ld,Sfi I T-Co�lrft New Ydrk,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,orMerations or;fbr°removal or demolition as'herein described.The applicant agrees to comply with all applicable laws,ordinances,building bode„housing code,,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) - ' (Mailing.address of,applicant) State whether applicant is owner, lessee, agen , architect ngineer, general contractor, electrician; plumber or builder Name of owner of premises M• - _ �,` (As onAha,tax•roll-6rtates If applicant is a corporation, signature of duly authorized officer (Name and title of corporto officer) a_ Builders License No. Plumbers License No. Electricians L`iceh96'No: Other Trade's 1,iceiise No. 1. Lowtion of land on which praposed'Wvorl5will be done: House Number Street' - ' _ $amlet s County Tax Map No. 1000' Section Block: -, �. Lot Subdivision _j Filed — Map No. Lot:"� •� �• 2. State existing use;and occupancy of premise 'nd intended use and occupancy of proposed construction:= a. Existing use and occupancy b. Intended use and occupancyclo Q 3. Nature of work(check which applicable): New Building � Addition Alteration Repair Remeval' Demolition Other Work SCC_. U 'r - � �io 4. Estimated Cost (Descri ) ,(To be laid on'filing this application) 5. If dwelling, number of dwell rig units k"Number of dwelli'ifflitslaiVeach floor If garage, nurnber"ofcars t P !- 4� 6.-4f-b�}�ip� s�fo3nm'$r �,r ixed occupancy, specify,nature and extent of each type of use. 7. Dimensions-of e A � - a fisting-structures, if any: Front', 1 �":�` fiRear,.:,., Depth Height �' 9 �� Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height -- Rear Number of Stories 8. Dimensions of entire new construction: Front Height . . :� . tea Depth Nu'° er�of Sf6des" 9. Size of lot: Frori't'. 1 '� ;'== °' Rear Depth 10. Date of Purchase . Name of iForrner Owner, 11. Zone or use.di strict in.whichtpr..emises are situatE;� � t• . 12. Does proposed constructionviolate_any;zoning­l wordinance or. egulation?;YES V/NO 13. Will lot be regraded? N i -g YES O ,Will excess #11''be:a emove�fry remises2 YES NO i _ A 14. Names of Owner of premises ' Address Phorie`No. Name of Architect 'I,<,:' �� Address —77 Name of Contractor Ad Phorie NoI'J ' , �. ., .. Phone No. 15 a. Is this ro erty w 00,feet tidal p p ithin�1; of a t 1 wetlan ,or.��freli .at@ruetland?;*YES.; :NO * IF YES;.SOUTHOLD:TO.WN,TRUS)IBES &D.I;:C:P.E YTS; r Y'B,11;REQUIRED.: i b. Is this,pfoperty.within:300 feet of;a tida�,wetla d?.*AYES, NO: ,• ; * IF YES, D:E.C. PERMITS MAY�BE:REQUIREI�, 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. ' I STATE OF NEW YOLK.)' I COUNTY OF Sy� OC. lam' � being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contra tor,Agent, Co (rate O ficer, etc.) of said owner or owners, and is duly authorized to perform or Have•per'€grimed the said work and to make and fiile this appjication that all statements contained in this application are true to the-best of his knowledge and-belief, and that thQzk will performed in the manner set forth in the applicatign filed therewith. ebe i Swo tbefore me this day ofyi 20 "'P TRACEY L. DWYER � J 'Ata�y,,Put�ic� STATE 90 N NO.; 1 b1"�II6306900= ` <$ignature,of Applicant QUALIFIED IN SLLYFFOLK COUNTY COMMISSION'EXPIRES JUNE 30,2_Ur Glenn Goldsmith,President �QF S01/41, Town Hall Annex A.Nicholas Krupski,Vice PresidentOl0 P.O.Box 1179 54375 Route 25 John M.Bredemeyer III lx[ Southold,New York 11971 Michael J.Domino N ,r G Q Telephone(631) 765-1892 Greg Williams �0 �� Fax(631) 765-6641 �y00m,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1796C Date: February 16,2021 THIS CERTIFIES that the existing 1 & '/2 story dwelling with attached garage(2,314.7sq.ft. footprint); construct a 190.8sq.ft. addition to existing dwelling_construct a 254.4sq.ft.pavilion attached to addition; construct a 900sq.ft. swimming pool, construct a 1,766su.ft.pool patio and outdoor kitchen area;install approximately 55' of French drain connected to three(3) 8'x13' dUwwells;construct approximately 88' of retaining wall surrounding the pool,pool-patio, and_ new addition which is to be of var nng height with 5' being the highest; At 860 Bayview Drive, East Marion Suffolk County Tax Map#1000-37-5-10.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 6,2018 pursuant to which Trustees Wetland Permit#9227 Dated May 16,2018,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is-for' " existing•l & %Z story dwelling with attachedgarage(2 314.7sq.ft.-footprint); construct a . 190"8sq ft addition to existing'dwellingconstruct a 254.4sq.ft.pavilion attached to addition; construct a 900sy ft swimming pool; construct a 1,766sq ft pool patio and outdoor kitchen area; " install approximately 55' of French drain connected to three (3) 8'x13"dawells; construct - --- - --- - - approximately-88' -)Tretaining wallsurrouri ina tl-ie poo poo patio ani new a�idc ition whuch is to be of varying height with 5' being the highest. The certificate is issued.to 860 Bayview Drive, LLC owner bf the aforesaid property. ufhoriz . - igna re - NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: 860 BAYVIEW DRIVE LLC 860 BAYVIEW DRIVE LLC 46 SEA CLIFF AVE 860 BAYVIEW DRISCTM 1000-37-05-10.1 SEA CLIFF,NY 11579 EAST MARION,NY 11939 (917) 662-5443 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 723.467 NYTM-N: 4555.462 Latitude: 41'07'11.0" Longitude: 72'20'17.5" Project Location: 46 Sea Cliff Ave Watercourse: Spring Pond Authorized Activity: Remove an existing deck landward of retaining wall, install plantings in buffer area, construct a patio with french drains and install pool. All authorized activities must be in strict conformance with the attac ed NYSDEC a roved on 3/13/19. (CKW) ote: The property landward of the ten foot elevation contour(2004) is beyond Tidal Wetlands Act (Article 25)jurisdiction. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03500/00003 New Permit Effective Date: 3/14/2019 Expiration Date: 3/13/2024 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACK-ER MANN, Regional PermiAdministrator Address: NYSDEC�egion 1 Headquarters Ste¢N�Y @ Stony ro kJ50 Circle Rd Stony Brook,N 1 90 -3409 Authorized Signature: Date C� x rr h� Distribution List 141C WL A KIMACK _ Marche Habitat Protection 5 CL41RE K WERNER C .+ze. ermlt Components NAT = RESOURCE PERMIT CONDI NS � GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NA`I'iJRATRES'OU1� E1RIT�C�O 1'TTOS="Apply to te 'o lowing Terrm s +..r,2'%7'=3z5"damm4uv,Ma-..�s<s.-vxx•-z_$u= r x e s T .''I'ID 7Wr 1. Post Permit,,�ign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 00 2. Notice of Comme Bement At least 48 hours prior to commencement of the,project, the permittee and contractor shall sign ani@turn the top portion of the enclosed notificatiodffi((o certifying that they are fully aware of and understan&all terms and conditions of this permit s,'Within 30 days of completion of project,the bottom portion of the orni must also b, signed=and re ed, along with photographs of the completed work. 3. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-03500 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. �.kr 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 7. Storage of E.6ipment, Materials The storage of construction equipment and materials shall be confined wit0l,the project work area and/or upland areas greater than 75 linear feet from he tidal wetland boundary. 8. Esta41ish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegeta ed buffer zone shall be established. There shall be no disturbance to the natural vegetation or topogrdoly within an area extending 10 linear feet landward of the tidal wetland boundary. 9. Air a of Disturbance for Structures Disturbance to the natural vegetation or topography greate,j than 25 feet seaward of the approved structure is prohibited. L 10. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., arse,,4p% e�'p'ffic mon Fie ci+wnslope edge of any disturbed area. This sediment bar o be ' pace before any disturbance oflfez ound occurs and is to be maintained ingo5oand putnal condition until thick vegetative cower t0ostablished. 11. . o Pool Discharges to Wetland There shall be no draining of swimming pool water directly o indiictly into wetlands or protected buffer areas. 12. Ang Term Plant Survival The permittee shall ensure a minimum of 85% survival of plantings by the endiofµ, '1.sW�us �If tht,s goal is at met,�tl�e�p�e n t�holi e l�all� e ,e�g ;e�the�reS�Q�rfdtion project to determine how to meet the mitigation goal. The permittee must submit these re-evaluation plans to th'r`' e&`ff niEff(or review'a�oiig wi�i tf annnuaT`report`tir'haf re Yiv caleiida Yam The report must e submitted by January 15th of each calendar year and sent to: NYS DEC -Rgion 1 Bureau of Mar vie Habitat Protection,Attention Compliance k 50 Circle Road Stony Brook, NY 11790.�� � 13. Contain Exposed, Stockpiled$a is All disturbed areas where l be temporarily exposed or stockpiled for longer than 48 hours shall t*-oc�k�auzed by a csant uous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 14. Excavated Materials Excess material from excavation shall be removed and disposed of off site, or shall be placed beyond Tidal Wetlands Act jurisdiction. Page 3 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-03500 15. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 16. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration orrevocat o �f�Ilus perniit;the sfritcture,fill, excavation, or other modification of the watercoursp+66%y authorized shall not be complex d t e owners, shall, without such expense to the State, andAo! extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill J and restore to its fo&r condition the navigable and flood capacity of the watercourse No claim shall be made againsrAe State of New York on account of any such removal or alteration. 17. State Nhy Require Site Restoration If upon the expiration or revocation of this permit he project hereby authorized has not been completed, the applicant shall, without expense to the Sate, and to such Atent and in such time and manner as the Department of Environmental Conservation ing lawfull/require,remove all or any portion of the uncompleted structure or fill and restore the site T,o its former condition. No claim shall be made against the State of New York on account of any such remof`al or alteration. 18. onformance With Plans All activities authorized by this permit must be in strict conformance° with Ih�p oedplaris" litnriclbtleapplleaTrapliant' eitas pifhepplictlo . Such approved plans, re-upwpared by Mark Kevin Schwartz, dated 3/6/19, stamped NYSDEC approved onx343/I9 . 19. Precautions Against Contamination of Wa e> s� 1]necessary prec�t ►�rts hall be taken to prelude contamination of any wetland or waterway by suspen�e ' o�ids, sediments, fuels, solvents, lubnkCants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materiels associated with the project. RS� E T CONDITION $ -A , ly to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspect neat reasonable hours and intervals by an authorized representativeTbf the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended�pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompanythe Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Departwent,fdf'T(E Yff'enewal„modification or transfer of this permit. Such application must incl&e any forms or supplemental infofmation the Department requires. Any renewal, modificatiomor transfer granted by the Department must be m v`vjriting. Submission of applications for perri4b newal, modification or transfer are to be submitted to: Mional Permit Administrator ONYSDEC 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 lea4.30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department resaes the right to exercise all available authority to modify, suspend or revoke this permit. The grounds4br-modificatioxr;suspension4or revocation include: =. 4 �. a. mateliallyIffilse or maccurate'statements in the permit application or supporting pPapers; `6 failure by the permittee to comply with an , yor conditions of l7er�mit; 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 Vechnology or applicable law or regulations since the issuance of the existing permit, ` .:stz'.ia73's.�"x'.mrtmli i�a�:a4=-'4„V-"""'k'-n .+x�.ay-:s""n.. �e�,s�`,m.sT 7d5 t.. d ";2`"L't ?a"baa"'I".su e. no eomplianeetwithtprev�iouslayLissued permi�onditions;ordersio£thetcommissioneryo y provisions of the Environmental Conservation Law or regulations of the Department r fated to the pe�itted activity. 6. Permit Tran f6r.,, Permits are transferrable unless specifically prohibited by stat;regulation or another permit conditi"on. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 OCT 2 3 2019 13"fING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD 4= f Hall Annex - 54375 Main Road - PO Box 1179"WE Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownn.X,.pgv;z seand@southoldtownny.ciov APPLI CATJON FOR ELECTRICAL INSPECTION: ELECTRICIAN INFORMATION (All information Required) Date.1 Company Name:- Name: License No.: 05 email: 1 Ve Address:-. -- )Q6�yi Phone No.: '6 ,L>- tti k JOB SITEINFORMATION (All Information Required)' Address:--. 6a1-VfP,-W Cross Street: Phone No.: Bldg.Permit email: It Tax Map District: 1000 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES /<0 Rough In Final Do you need-a Temp Certificate?: YES /� issued On Temp Information: (All information required) Service Size I Ph 3 Ph Size: -A #Meters Old Meterff New Service- Fire Reconnect-Flood Reconnect-Service Reconnected- Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT-ME-WLTRAPPI-11- nN Request for Inspection FormAs 04 PERMIT# Address: Switches Outlets GFI's Surface Sconces HH's gill UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments- r o OP �RaLE 17 .1 c plao�zl �j � 8x8 w/ Drain C 15Q�� 8x8 8x2 Backwa r R = 20.0' leader lines L = 31.45 GARAGE trenchdrain W 20'X20' V Equip Rooth = 50.0' 52.47' V - z — i GRAVE cDRIVE z PATIO EL.7.5 BLOCK: 5 LOT: 7 & 10 BAYVIEW'l DRIVE It a ; ± 0 0 ca4lu& off' t .' 01 10Z 10le ¢°tip do V4b 4 1101, Em lemPEL I H \ I$ REM LO OK7 131 .44 T cow- 24- OVER SPT oil CESSPOOLS 12" ............. 0 P" TANK VA*LVCE---b 0 0 TAW sTmPsI 0 lro- & (3) AIR 00. UTY I. .... ...... . 46 umm c/lr- . . . .. ... ....... ... . ..... . .... .... . . ....... ................... ....... ......... 6. 23, A' .... .......................... ............. ...... .. .... ........ 4* ..................... ............... . .................... IN I .... ..... ..... .......... . ..... ED S • 2 ............ ... • .... ........... % ....... .... STORY FRAME........ ... :.,2 us C5 E 4 . ....... . 'ol ..................... ......... . . . ................ .......... . . .................. 41.4" ...................... ................. ..... . .. .............. ................... ...... ......:....... *.*.,.*.*., I G ....................& 4 ...'7.— P..A.N...... ...... ....... . .............. x-. OL STONE . ...... .... . .PO PATIO ----- ................ WOOD DECK STONE .................. ................... ........... ............. .................. . 0 0 fit, 0—0\ 0 zovr REVISIONS: SCTM # 1000-37-05-07 SITE DATA: 1000-37-05-10 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 30,098.6 SQ. FT. .69 ACRES PROPERTY WETLANDS: 922.2 SQ. FT. APPRO ED AS NOTED DATE: � B.P.I `�'�" �Q7•;tE'r1Qr lighting BUILDABLE PROPERTY: 29176.4 SQ. FT. FEE:,,2S BY: installed,replaced or ,D R v E ESTIMATED AREA OF 12000 SQ.FT. NOTIFY BUILDING BY: NT AT rcpaired shall conform 6 AY v � E W GROUND DISTURBANCE: 765-1802 8 AM TO 4 PM FOR THE to Chppter 172 FOLLOWING INSPECTIONS: �'�the To`:rnCode 1. FOUNDATION - TWO REQUIRED EXISTING HOUSE: 2314.7 SQ. FT. 7.9% FOR POURED CC.vCRETE 2. ROUGH - FRAMING & PLUMBING � EXISTING PORCH: 75.3 SQ. FT. 0.3% EXISTING DECK: 392.4 SQ. FT. 1.3% 3. INSULATION " - - 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ^ EXISTING SHED: 112.4 SQ.FT. 0.4 O V n REQUIREMENTS OF THE CODES OF NEW Q �� o .1 p YORK STATE. NOT RESPONSIBLE FC , � � � PROPOSED OFFICE: 190.8 SQ. FT. 0.7% 40 CU.YD. 10 CU.YD. DESIGN OR CONSTRUCTION ERRORS. '�= 17 FRANK&CAMILILE \ ,.y , ` w PROPOSED PAVILLION: 254.4 SQ..FT. 0.9% 4 CU.YD. 1 CU.YD. PIROZZI ��� ��/ <C` R NOT PROCEED WITH SFC ,' PROPOSED POOL: 900.0 SQ.FT. 3.1 % 150 CU.YD. 50 CU.YD. FRAMING UNTIL SURVEY <<1 OF FOUNDATION LOCATION :- ' \ HAS BEEN APPROVED. gyp, �'` O PROPOSED GARAGE: 400.0 SQ.FT. 1.4% 30 CU.YD. 10 CU.YD. 15 - /✓ � QP WITH ODES OF N RETAINING WALLS: 30 CU.YD. 10 CU.YD. COMPLY ALL C ��} z NEW YORK STATE & TOWN CODES &ED \/ - @::° 17:' .Q�.'o_','\'e:: ,r' PROPOSED DRYWELLS: (2)8'X5',(1) 10'X3' 26 CU.YD. 11 CU.YD. Q NDITlONS OF WILLIAM PEL NA 16 O/� �, >` 1 5��' ': "✓ �:' (3)8'X3' a AS REQUIRED AND CO 15 c I 'VG REQUIRE® / :a\'� solL ;O jos C? W _ zl un D IMN 7RA TF:USS PL ACARDI "G LOCATION I L1.1 16 1 / 4 „ °n. °e: 'e� e!:'e'.'.,e':'...: o:::^ /� TOTAL: 4550.0 SQ. FT. 16.0% 280 CU.YD. 94 CU.YD. v 'J Tem _ , OARD •�� �� / �F / GARAGE I° :'e..'e: .'a•:..°n:.'a:.°e:.' ° R 20.0 T > 14 15 / r�' / 20'X20' :NEW DRIVEWAY., •:a?: •:e : O FF:EL.14.3 ;GRAVEL `;,e:; L = 31.4Jr MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: 12/27/21007 I�•' 1 °n..� o. _ N.Y.S.DEC 1C 1. 0 53139 313 911 E - CONCRETE o 18'X4\1 :I° . ".\'.•' '•' '1 WASHOUT LA ELECTR DIRE® - , ` `^ �CESSP OLS .� DW F-- � �D CT�oN R�Q 13- - - APROXIMATE \ I ♦ T i 1L_ / URBIN W m J WA 10 ELEVATION u, 12 / /' ♦ �Q ': ° Ii�� '� TER` ` � \ O / / :�,. ��a �� e...'�.:�e': O METER \ `ONTOUR(2004) \ EX.SHED -i 8'X5 \ O / :':. ORT NCY OR - - SEPTIC . \ ♦DWS TRENCH DR e: , `¢ ' c..'n,..+'ns is - TANK 13\ &CURBIN OCCUPA - POOL oar; .e;; `•I� C I DRAW EQUIPMEN / / 1 - 50.0 IS UNLAWFUL STONE PLATFORM AIR GOND. / FENCE BETA LNG WALL 1 a7.° TOW:EL.12.2 (" 1 USE (�,] O \ &L MPS sro UNIT, 14 45.8 z - 52.4/ ' 3 39.6' CERTIFICATE _ DEC DATA: WITHOUT LAMP CONK. STONE 06 I 19.0' ...... w 40' + WALK PORCH 00 I _ I,•'; 'u _ ` IV FRONT TOW: POST O m FO F10E PAVILLION OUTDOOR V OF OCCUPANCY EL.13.0 23 5' 1 12.0'X75.9' 16.0'X15.9' KTCHEN a e o EXIST DESCRIPTION: TOTAL: LOT COVERAGE: 1^ FF:EL.7.8 FIR LACE a.L V GRAVEJ �••• 1 BARNEQUE 4O FRONT! J DRIVE Q \ 9.3' - rn ( \ 41.2'(PAVILLION , , 2 J PROPERTY 1URISTRICTION: 14016.2 SF \ O 25.8' KITCHEN W ! p \ \ Z 3 TRENCH DRAIN O j� 8 \ DRAI --4 D EXISTING 1-1/2 STORY PATIO z IS,CURBING DRAINAGE INSPECTIONS ARE REQUIRED � �/ 67� `O HOUSE &GARAGE '7 � COnt2Ct TOS Engineering at 765-1560 before 30 GRq -8 \ O m SLAB FF:EL 6.0 _ o __ _ G� EXISTING HOUSE: 314.3 SF 2.2% W Backfill,OR Provide Engineer's Certification 0 z / - � N PATIO - - \ E1aC 42 1�8'X3�1 v4 O/ pR��� EL.7.5 '\ ♦DW, OFRONr EXISTING HOUSE DECK: 325.0 SF 2.3% ;"'q that the drainage has been installed to Code. - 12.2' OO 11, - ♦ POOL I ♦ EXISTING DECK STAIR: 47.2 SF 0.3 F-i CRg1, �� 3.0 - - - - - - -/ - - - - - - - - 8'X3' I 25'x36' \ 18'X3' I APROXIMATE W f(pR� F z DWS ♦DW = 10'ELEVATION EXISTING PATIO ON GRADE: 361.0 SQ.FT. 2.5% O a o ' o� ONTOUR(200 )(n ^la b EX. DECK WITH EX.PATIO ON ` � 1 Gig'' I p EXISTING RET.WALL DECK: 100.0 SF 0.7% 1 35' I 'deep I PATIO BELOW GRADE 6 r q // TREN ♦ W TM 1 NN DRAT DRAIN p \Q PROPOSED PATIO ON GRADE: 458.8 SF 3.3 /o \ 27.0' 3.5' 26.3' ; ; z.z zs.0 \.t w.u' � 00 / I ! 111 f (� a ►PO Cn �8 68, PROPOSED POOL: 612.6 SF 4.4% Q OG _ v.� sF O, HAY BAY OR SILT FENCING TOTAL: 2214.4 SF 15.7% � ' ----------------------------------------- - LIMITS OF CLEARING TO BE 6 NO MORE THAN 20'FROM -•� --�- POSED RK AS 6 N INDICOATEED ON SSIITE PLAN \ / / n in CONC.STOOP _ &STEPS ROBERT&BARBARA U) KELLER N v EXISTI GTOWN OF SOUTHOLD EXIS ING D CK m J DRAIN IPE FROM CAT-eH MIN T REM VED r o EIB ` LANDWARD LIMIT OF TIDAL X u ON BA�IEW oIM)I'll OpOL r-- -�- +CYN1 WETLAND BOUNDARY AND Pp M O N �' TL 1 '� ' - -{ _ _ +, -1 VEGETATERED BUFFER ALONG 4 -4- 7 -� t 1{�r 1( ' _'y t1'ice_ `i` ► 1 ' o{ i CONC.RETAINING WALL O x 0 m GONG.RETAINING WALL- I 1.' �'. •.` `�''�_ i� �� Ln u �.. - ' NON-TURF BUFFER PLANTSCU - y �- i ONG�.- Ay' it . . i. .. ..i. 1 O 00 \ IN ACCORDANCE W/DEC 'TIE LJ RENT HIGHALATEIL i y'; a ii 111 3° 5 y 1` r w .�y /�-�/ r W y Y� i LISTED APPROVED PLANTINGS APPA 01.110/13/2004'1' >>90 NS `•1 O m Cz MARK _ S 82° 13' 05' s° 1aq; 25.77' 219 �'g•. -1 '{' �/ Ln U WOOD w { S ° til Off` WOOD i" ® CA I v WALK DOCK �° J � W WOOD WOOD DOCK RAMP W ---- ---- ["I STORM WATER MANAGEMENT DETAILS °K " `�`� �� U 0 N.T.S. G P 4 N D SITE PLAN Wun SPR1N SCALE: 1" = 20'-0' STONE CAP SINGLE BEAD HALF ROUND GUTTER STANDARD 5" EX.GRADE FEL.12 I . 1 1 1 I I � AGRANULAR 600 �y 100%RUNOFF DRYWELL TO _ I�_ 1=-� LOCATION: AREA: @ TOTAL CAPACIT - z"DRAIN PIPE Q 48 OCL_ 2"RAIN PER HOUR: PROVIDE: 11'-0 ABOVE PATIO)_ PAVERS OVERREI ��_I(III --,-1 I WXL, CONC.S 7s -I I__ '(12"PC WALL, PROPOSEDD PAVILLION, OFFICE: 544.7 SQ.FT. 91.0 CU.FT. 211 CU. FT. ---i 3sooP:I - -IIII1==1 GARAGE: 514.0 SQ. FT. 53.6 CU.FT. -- ---' - -= - --- - (1)8 dia,5 deep -4"dia.DRAIN PIPE , _ .s 'i �r,_ b a•a g _r T ._,f,,.. 11� PROPOSED POOL: 8'dia.,4'dee 169 CU.FT. ��.r i s = :��r l: - �. CV,A p WELLS TO BE 10'MIN. PROPOSED PATIO: 1625 SQ.FT. 271.4 CU. FT. (3)8'dia.,3'deep 380 CU.FT. ®' D1L4WN: MH/MS AWAY FROM HOUSE M DRY SECTION A-A ��' � n ���� -� SCALE: 1,4"_,'_0" 211 CU.FT. :` �} y JOB#: 1)8'dia,5'dee >' •�.'� -w '�5,�`,f>,r.' .�4 11 Oo G PROPOSED DRIVEWAY: 2322 SQ.FT. 388.0 CU.FT. ( p 206 CU. FT. SCALE 1 4" = 1' °; March 22,2019 e 0 o c (1) 10'dia,3'deep (TOTAL:417 CU. F '°" SHEET NUMBER: w 0 REVISIONS: T1111 4� 1 11 1 11T rW \® v rTwl / Q W Effl - I W OI im, I I I ILTLT�i 1. 1,114 i a \ 1^� 1� PROPOSED WEST ELEVATION PROPOSED EAST ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' w • � P=4 0 w O 00 M M � O Xt; -- - X O u 4 " - cr\ w H r o� cn cn N PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATIONr l SCALE: 1/4" = 1' U x SCALE: 1/4" = 1' e^ AV-, I DRAWN: MH/MS SCALE: 1/4"=1'-0" (R JOB#: March 22,2019 ® SHEET NUMBER: REVISIONS: 20'-0„ 20'-0" ♦ TW2636 3) X ---------------------------------------------------------- % , n DF#�'HDR 2XIO RR 1 - o• e , p e . o. e . p a . . . o. e . p e . . I OC ♦ I ♦ I Q p I ♦ • 12 I I V C 1 ♦ I 1 0 1 .�C I 1\1/ ,�� � `�-1�l� 1 � I I ,• 1 I I 57< 12 L ♦ M `'1',j I I I ' I 10 I / � 1 • I 1 � 1 D elf ♦ ♦ 04 10 t- I Ap = O m 0 (2)1-3/4X14 ML RIDGE (2)1-3/4X14 ML RIDGE m Q N I ; ♦ p ; 4"CONC.SLAB,REINFORCED w/6X610/10 WELDED WIRE FABRIC 1 O / I ` N ) a 1 OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO ; i N OVERHEAD DOOR(l) FOR DRAINAGE,1/8":12"(MIN). I • I ♦ 12 ' ' I 1 A o A _ !, 1�� I R�9• i C i p a r7 I 12 10 R• /2X10 RRna16"OC ♦` i i ,• ; O (3)2X8 ♦ i 1 I-y DF#4 HDR ` ' NOTCH 2"DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE I • ' I --------INSTALLED-ATE WALL @ 46!'OCF-INT9-SLA8-AND-DOOR APRON-------- TW -------TW 636 d 1- I 1 ------------------------------------------------------ 20'-0" O 1 - �/� 8 -3 1 1 8 -3 1 - �h Z 44 H W a W ROOF PLAN S N PROJECT NORTH 201-011 � Cn SCALE: 1/4" = 1' E W h+1 Q U FOUNDATION PLAN. S N - - - - 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 7. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING PROJECT NORTH o (2) 1-3/4X14 ML RIDGE 2. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SCALE: 1/4�� = 1 E UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE. PER CODE. 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi. HEIGHT AT 8'-0". 3).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES 2X10 RR 8. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 3. APPLY 518"THICK FIR CDX SHEATHING OVER ROOF FRAME. EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS @16"OC USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT RESIDENTIAL CODE WITH A BITUMINOUS COATING. SILL GASKET. R JQ 41- 4. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. r 1 DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 2). FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. 4).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I V-0"OF CORNERS, p)c' CUTTING INTO SHINGLE SURFACE.M! 5. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A 9. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO `11 �Ey 6. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. El WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO CONCEAL VENT. --_ - - MIN.5/8"SUBFLOOR 10. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. ' r� 11-7/8 T11110 CJ @16"OC I Q - - 1'-O"MIN. 71 20'-0"RWAI Pff o i 4'-0" 12'-0" 4'-°" � 00 � w I YA 1 11 IN I I YA I ni I I TW 842 TVV842 O Co (3)2X8 HDR (3)2X8 HDR 00 A - - • •• • ♦. a a. • a. • A, e• 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC 1 OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO Dy 8"PC WALL OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" 2' 2„ 2. o DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE p rlLai rl + - - t- - - INSTALLED AT WALL @ 16"OC, INTO SLAB AND DOOR APRON. H ® r ®/ ® ® 2" m dN'+ Q o 16"X8 FTG. cu (2)#5 REBAR n +U� o m ^ SECTION A-A FASTENER TYPE. SPACING: / I 1� I ; / + , ( , , I I /11.7/8 T-111 10 CJ (cB16 OC w u No.8 WOOD-SCREW I I ^ 11 ' BVAnS EMBEDMEM LENGTH I6 OC I ' ( I I I `I / I / ^ / ` J I l ^ ^ RS ++ SCALE: 1/4 - 1 No.10WODDSCREW6 11 1 `..,I �l I o o 00 BASED ANCHOR WITH 16"OC I 21n.EMBEDMENT LENGTH O ,� m 1/41n.d1a.LAGSCREW I I ( N V x BASED ANCHOR WITH 16'OC I - I I I I I I I I • I I I ' • e-----------------------• � 21n.EMBEDMENT LENGTH tl 1 I 1 1 1 U SHEATHING PLYWOOD A I I 1 •1- (( / / R/2"APA RaTED sHFATHING A `) GLTFRNAYWODD I (ALTERNATIVNE:7/16"0 S B) Ill I �1 � /• l` I I �1 I �1 /• 1 1 I ; N O W 1/2"APA RATED SHEATHING GRADE PLYWOOD I I I J (ALTERNATNNE:7/16'O.S.B.) IIIA I � I I � I� I � ® ISI FASTENER TYPE: SPACING: I I ( ' I I lI lI J 2XV DFN2 No.8 WOOD-SCREW mm- SAS TUDS BASED ANCHOR WITH 10"OC I I \ ' I ( ®/ ` ` I' • I' M O 1 1 1 1 1 I I 1 WINDOW SILL tin.EMBEDMENT LENGTH n 1 I 1 TYPICAL WINDOW OPENING EDA CHOR WITH 12"Oc X11 PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH V I 1 1 11 THAN 4 FEET BASE1/41o.dla HORWIT I I I 1 I I 1 1�1 BASED ANCHOR WITH 16"OC 2m.EMBEDMENT IENGTM - - (3)2X10 HDR I 1 (3)2X10 HDR 1 V TYPICAL DOOR OPENING O PANEL SPAN GREATERTHAN4FEET 2-2X4LEPLYWUDSCONECTES FASTENER TYPE: SPACING: 2-ETHER WITH STA CONNECTED No 8WOOD-SCREW AND EQUAL OR SMALLER TOGETHERZED B LT S W1 W STEEL BASED ANCHOR WITH B"OC THAN 6 FEET OR GALVINIZED BOLTS W/WAS 21n.EMBEDMENT LENGTH AND NUTS 0 T-0"O.C. QL BASEDANCliORNo.10 ITH ,-4 8'-0" ,-4 8'-0" ,-4 TYPICAL MULTIPLE OPENINGS 2hEMBEDMENTLEN B"oc 2E.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER RASE.dw.LHOCR WITH N BA.EMBEDMENT WITH 16"OC L THAN B FEET 21n.EMBEDMENT LENGTH 2°.-°„ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 'ql AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" V AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.EREFER.A SECTION 160 UST RAVE DE AND TABLE RE UPGRADES OF N.V.S.RESIDENTIAL FLOOR PLAN (iE U �' CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. N PROJECT N 0 RT H ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SCALE: 1/4" = 1' 1. ATTIC SHEATHING TO BE MIN.5/8"PTS,APA RATED PLYWOOD. 6. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 2. CEILING HEIGHT TO BE MIN.9'-1 1/2".MIN.1'-0"CLEARANCE AT (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 1 .*` OVERHEAD DOORS. PER CODE. s;. '; BlCAy "•a,� 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 7, ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE < APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 4. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. �. "t ,� ,: HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4y �i DRAWN: MH/MS 5. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS A . -.� v UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 8. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH4 ', SCALE: 1/4"=1'-O" a.- 4. . �, STUDS ON EACH SIDE OF OPENING. OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, �,�>� 14 ! , JOB#: 250#CAPACITY. ;r. March 22,2019 9. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"TYPE-X FIRE RA !, t SHEET NUMBER: SHEEfROCK. � 0 ayF N� a A-2 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° RAFTER WALL STUD ENDWALL CRIPPLE STUD p ° BOTTOM PLATE p IN RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWAL_ RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY' TO EACH RAFTER / LEDGER HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24'OC rrWh� WALL STUD / V THROUGH-ROOF EXHAUST a VENTS SELECTED AND �•-� LOCATED BY CONTRACTOR METAL STRAP Q� CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q CHIMNEY RAFTER AS REQUIRED O RIM BOARD ^ SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ITh--� U ' VENTILATION WOOD JOIST W ,7 SIDEWALL FLASHING FOUNDATION TOP PLATE B O LEDGER B LOC KING O Z FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING v v Vv ; 2x4 SOFFIT JOIST O O STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS AC TION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL op g op pp / ROOFING LAPS BASE ll ' FLASHING 4 INCHES h--i BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME bra EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INC HES THROUGH VENT n� Q h'-•� WOOD JOIST z TOP PLATE 0GIRDER/HEADER •� SIDE WALL FLASHING O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 00 FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION AND RAKES AS TO FORM DD PROVIDE HEMMED EDGES SO M RAINAGE CHANNELS AND RAFTERS F�1 W INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS THE PROPER STEEL CONNECTOR. ISO IF ABLE, SET FIR 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE CONNECT OVER* OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE C� TERMITE SHIELD �— SUB FLOOR N v SILL GASKET WOOD JOISTS m m o CONC. SLAB cu u NEOPRENE --� o m � 2 TYP. CONC. FOUNDATION ( 6 MIL. POLY • GASKET �` 2x6 /2x8 CONTINUOUS WOOD PLATE Pa rn � 0 - DAMPPROOF EXTERIOR V GRANULAR FILL • v� I BOLTED TO STEEL BEAM WITH r' X o U EMIL POLY ON EXTERIOR , e v s STEEL COLUMN ry ., 1/2 " DIA. BOLTS Q 48" o.c. STAG. �+ ? w z � >~ `� A \ ° 4 ° 4 �, ° ROOF JACK \� ,��� n u STEEL BEAM '�O' � CONC. SLAB • x c e A o \.ra " ANCHOR BOLT EMBEDMENT: � � �.` .- v m � ° COMPACT FILL POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL V 4 h u • BLOCK WALL: 15" ` � � °r ROOFING LAPS . TOP AND BOTTOM PLATE � U � V ° 4 ° 3 " ^ FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT :° KEYWAY FOOTING /� cQ ° A'^ c- CONC. FTG. p Q'p G c' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP v v O ANCHOR BOLT CONNECTION 1 0 � o° ^ � (USP LBPS58 OR BP583) 1/2" GROUT p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING H ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O r- SUB FLOOR Q' CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM N / GARAGE JOIST COMPACT FILL ' DOOR I �— I I USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB P.T. PLATE W/ 6X6 WMM M I I SLOPE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT V ```` ° 1/2" AIR SPACE �� • e e (WITH A NAILING PLATE IF NEEDED) AT END AND q ° e ° :a ° , TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° n ,-=-- --=--«- z ` �r A e c Q e Q - D BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12' 6X6 W.W.M. • -n ° — n ' . ° o 0 0 o e o o I� MIN. .n�D C eD ^ �'a �'4 �'� ° _�\NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - , ° ° �D � r'—SUB FLOOR •� n REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM . D REINFORCING BAR ° , -L ° O ,° ' �- `_JOIST DRAIN TILE o• 1- d ° D - (�' �'�—�I SHEET METAL / 30# FELT UNDER BEAM AT POINT I ° C�'n O• ° O• ° STEEL BEAM 12 p. OF CONTACT WITH CONCRETE OR CONC. BLOCK LL "f=1� ImC' - o q 3" PLATE (BOLTED TO BEA . `A � TYPICAL CONC. MONO_ITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ,, °„ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR B LOC KOUT t At�� �+ �%'�AQ� DRAWN: MH/MS N " j a : SCALE: 1/4"=1'-0" , ,{ BEAM POCKET •, �5. JOB#: t ': March 22,2019 it{� � SHEET NUMBER: 0 A-3 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in 40 TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 30 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 TTw� precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING `.J EXPOSURE CATAGORY (DESIGNED FOR CAT.C) spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL W Qn specific use expressed or implied in the use of these plans. P g P P g� 2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 4 -16d COMMON Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 0 or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 -16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q F" p pp STUD O.C. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. w 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. O 04 " such as bookcases, shelving, pantry, closets, trims, etc. edges and 10o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC U 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: M PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR BOTTOBOTTOJOIST, BAND JOIST, 2 -16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � ll Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE V 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2- Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 - 8d COMMON EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) W to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4" O.0 8d COMMON @ 4"O.C. SEE NOTES: 1,3 (� 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES W DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dam roof exterior of foundation with bituminous coatis as required b current TO BEAM JOIST NAIL O PP g q Y THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ct 0o H 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 W FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL 1110 Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 00 below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. ) g g g JOINT DESCRIPTION N v F Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) rn I~ o where needed. @ @ NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted, all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE o u7 ( ) g 5d COOLERS Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �' is ; ( ) 1 ( ) g 6). Concrete piers shall be a minimum 6" above grade. `-' openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O �� w 5 , openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES z v E openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL o °' � to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �' U and blocking where applicable. QTY. SPACING a o �+ - .. t 21 03 .0 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot ed e zone attachment re uirements shall � 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC ) g g q Ci U11 be used. m .� anchors where applicable to all connecting joists. PLUMBING NOTES �° � �' 7/16" OSB 3" O.C. EDGE N v n 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o r� Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<6<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10 O.0 . FIELD on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g• g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL w provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES sd COMMON 1" OR LESS 12 O.C. FIELD O 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTES as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety : Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces d' over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. " 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 2). When wall sheathing is continuous over connected � ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall beermitted ; P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the Fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. a� ,' A 3). All electrical work to comply with 2014 NEC. ' �, 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier orYd S i ��, approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 -' torch down type material over. and R315 of IRC. DRAWN: MH/MS a I SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. 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'... ,; ', —�_ >�r _ °, - ,- s,Y _ - ;ti � �. �_ `; ��- ,s ,:��� Gct, .;v �b1�� �a t i ti } � _��� ,,. - � - +.1.� Y i ^`'�.� x:-1.-��,.•�C- ..no--. ,_�� -r`.��y fr. 1 L 3 a T� f 1 r«+ Standard Management Agreement -Rental Building-Includes Leasing issued by Management Division The Real Estate Board of New York,Inc. Copyright 1996.All Rights Reserved Reproduction in whole or in part prohibited MANAGEMENT AGREEMENT made as of 2.1 Owner appoints Manager,and Manager accepts 2003 between K & T Associates, LLC appointment,as the managing agent of the Building,subject to(lie terms and conditions of this Agreement. (Owner")and 2.2 Manager agrees that Manager is an independent Cooper Square Realty, Inc. contractor and not an employee or partner of Owner. 2.3 Subject to the terms and conditions of this ('Manager") Agreement,Manager shall have general responsibility for the renting, 6 East 43rd Street, New York, NY 10017 management,maintenance,operation,and repair of the Building in accordance with the Operating Guidelines(where applicable),subject to reimbursement of expenditures by, and indemnification from. Owner in accordance with this Agreement. Generally, Manager shall Introductory Statement do all things reasonably deemed necessary or desirable by the Owner 219 E. 10th S t. ,314 E. 9th St., for the proper management of the operations of the Building. The The"Buildine" specific services to be furnished by Manager are set forth below. 74 E. 7th St. ,72 E. 7th St. , 229 E. 11th St., 260 E. 10th S t. ARTICLE 3. Terms Renewals Owner is the owner or lessor of the above-referenced rental 3.1 The term of[Itis Agreement(the"Term')shall apartment buildinAthe"Building'). As of the date of this Agreement, commence on A uQ u s t 1/0 3 (the"Commencement Date")and the Building has 132 Units(as defined below),as follows: (a) shall expire at the close of business on _July 31, 2004 109 Units subject to Rent Stabilization;(b) 9 Units subject to unless extended or sooner terminated pursuant to Section 3.2 or Article Rent Control; and (c) 14 Units not presently subject to rent 14. regulation. Owner desires to engage Manager to manage the Building, 3.2 The Term shall be automatically renewed,and Utis and Manager is willing to accept such responsibility,on the terms and Agreement will continue upon the same terms and conditions,from conditions set forth below. If the Building also includes retail or calendar month to month, unless terminated by either Owner or commercial space,this Agreement will apply to such space unless Manager pursuant to Article 14. Manager and Owner agree otherwise in Annex'B'hereto, NOW.THEREFORE,in consideration of the promises and ARTICLE 4. Processing of teases.Ewe. obligations set forth below,and intending to be legally bound hereby, Owner and Manager agree as follows: 4.1 Manager shall accept applications for the rental of Units on forms approved by Owner. Manager shall prepare new and renewal leases on forms approved by Owner and, after procuring ARTICLE I. Definitions signature by the prospective tenants,shall submit new and renewal leases to Owner for signature by Owner(unless Owner shall authorize ),I ' The following words acid phrases'shall•have the Manager to sign leases as Owner's agent, in which event Manager following meanings in this Agreement: shall sign such leases). 'Administrative Employees' means these categories of 4.2 Subject to Owner's approval, Manager shall clerical,accounting,leasing and other administrative personnel listed process requests from tenants to sublet their Units,to assign their on Schedule"A'hereto. leases,or to change the signatories on their leases, Manager shall 'Building Employees' means all employees providing recommend action to Owner,and shall comply with Owner's decision, services in the Building other than Administrative Employees, in each such case. ICOwner desires to contest or disapprove any such request,Owner shall take subsequent responsibility for the matter(and 'Expense Limit'means,in each case,S I_n n n nn Manager shall cooperate and consult with Owner and Owner's counsel or an amount agreed in writing by Owner and Manager from time to in any such case). time. *Manager is authorized to sign "Management Fee"meant S per annum, leases. or 5 %of rents collected monthly by Manager,or such other ARTICLE 5. Buildine Employees amount(or computation)as Owner and Manager may agree separately in writing. 5.1 All Building Employees shall be employees of "9peruitng-GoideHm!i--means-policier-and-procedures Owner,not of Manager. Owner shall be responsible for all decisions adopted-by-Owner-from-timeto-time-forttte-renting.-roan gemem, as to hiring,firing,disciplinary actions,and terms and conditions of -Fmintenance,-.opefatien;-end-repnirrof•the•Baildingwhich-are-trot employment of Building Employees. Manager shall make •inconsistent-with the pronisimir-oftttis-Agreement. recommendations to Owner concerning such matters and shall 'Rent Control"means rent control within the meaning of implement Owner's decisions and policies concerning Building Chapter 3 of Title 26 of the Administrative Code of the City of New Employees, York. 5.2 Manager may engage, on Owner's behalf, a 'Rent Stabilization' means rent stabilization within the recognized payroll service firm to issue payroll checks for Owner to meaning of Chapter 4 of Title 1d of the Administrative Code of the Building Employees and t6 provide periodic payroll tax filings and City of New York. payments on Owner's behalf,provided that the fees and costs of such "Unit"means a residential aparlment[mit in the Building. payroll service firm are competitive(and, if applicable, within the 1.2 In this Agreement: applicable budget category approved by Owner). If Owner so (a) the words 'include' or "including' shall be requests, Manager shall give Owner copies of reports issued to construed as incorporating, also, 'but not limited to'or 'without Manager from time to time by the payroll service firm. limitation';and 5.3 i4a-9er tnaytranskrftotn tte-0por uiag Aest>Fsnt (b) 'day" means a calendar day, unless otherwise T6a"rollaecomdieaggregateamoam-dne-Hni#iregEmployees,for- specified. zMh­payrolFpetiodtand-aµpayrolFehecks(oFdcposics}to&±ilding 1.3 Other words and phrases are defined elsewhere in -Empltryees shatttepaid throtrgh sncftpayroH aceotmt-Unless Owner this Agreement. oral tvfathageragreetztherwiss tlhe payrolFaecaunt stroll bean assotmt of Mangerat-a-fmstheial-inst+tatloe desigaated .Manager;-2nd Mamger payrollfunds-for ARTICLE 2. A,p,,,Qiptment of Managr.Scone of Services otTier pwparties managed-0y 7vtattagre{pcavidedrbowever.tltaLsuch '3C mrshatt bt;uaezt ixclusively fur payrotts-and-shall-be maintained wr'!ft�naneial4rrst ituti trrt-ap proved.by-Oswer�riar.tn.lhesignia�o f tins-Agreement:-(Owner-shall-he"-no-expenso-for-such-payroll service or-forpayroll-administration-except•fot the•fee Teoified.in failure to comply promptly with any such violation or order would or Sectitit+3-.4. might expose Manager to civil or criminal liability, Manager may 5.4 Administrative Employees (if any) shall be rause such order or violation to be complied with without Owner's employees of Manager,not Owner. Manager shall be responsible for prior approval. Manager shall make reasonable efforts to notify all decisions as to hiring,firing,disciplinary actions,and terms and Owner prior to taking any such compliance action and shall notify conditions of employment of Administrative Employees. Manager Owner promptly after taking any such action. In all cases Manager shall compensate Administrative Employees(even though Owner may shall notify Owner promptly of any orders or violations affecting the reimburse Manager for certain expenditures relating to Administrative Building of which Manager Inas actual notice. (This Section shall not Employees if provided in a budget approved by Owner or otherwise relieve Owner from primary responsibility for insurance requirements approved in writing by Owner), and laws affecting the Building,including all laws governing asbestos, other hazardous substances,and environmental matters.) ARTICLE 6. Tenant Matters 7.4 Manager shall enter into contracts(in Owner's name)for electricity,gas,steam,air-conditioning,water treatment, 6.1 Manager shall bill tenants for rents and other elevator, telephone, window cleaning, rubbish removal, fuel oil, amounts due under leases and shall use commercially reasonable detective agency protection,vermin extermination and other necessary efforts to collect the same. Manager shall consult and cooperate with and appropriate services for the Building. Any such contract(other Owner's counsel(or,if requested to do so by Owner,Manager shall than with a public utility in accordance with such utility's standard rate retain counsel approved by Owner)for the serving of default notices classification)having a term longer than one(1)year or requiring and notices to quit and for prosecuting summary proceedings against annual payments in excess of the Expense Limit must be authorized in delinquent tenants to obtain possession of their Units and payment of advance by Owner. arrearages. . 7,5 Subject to the.Expense Limit, Manager shall 6.2 Manager shall schedule the moving in and out of purchase supplies necessary to properly maintain and operate the tenants and subtenants and arrange such moves to minimize disturbance Building. to Building operations and services and inconvenience to(where 7.6 Manager shall credit to Owner any discounts or practicable)other tenants or subtenants. commissions obtained for purchases or otherwise. 6.3 Manager shall rause the Units in the Building which are subject to Rent Stabilization and Rent Control to be registered annually or at other limes in accordance with applicable ARTICLE 8. Insurance governmental requirements. Manager shall prepare and file with die applicable governmental agency and/or with the applicable tenant such 8.1 At Owner's request and expense,Manager shall documents as may be necessary; rause to be effected and/or maintained(if obtainable),in such amounts (a)to evidence,confirm,or determine proper rents charged and through such carriers as Owner approves, 'all risk' property or chargeable to tenants; insurance covering the Building,its contents and loss of rents;boiler (b)to secure for Owner the decontrolaof any Units when and insurance; commercial liability, directors' and officers' liability; if permitted;and crime;worker's compensation and employers' liability;New York (c)to obtain increases in rent when and if permitted for disability;and other commercially available insurance coverage which capital improvements or other reasons specified in applicable laws or Owner seeks to obtain. regulations;and 8.2 Owner shall maintain the commercial liability (d)to comply with applicable legal requirements. coverage with minimum limits of S 1,000,000 per Manager shall also prepare and process forms required for senior occurrence and S 2,000,000 in the aggregate(which may be citizen or other rent abatements or exemptions. Manager shall comply effected through primary and umbrella coverages)and shall include with other applicable governmental requirements affecting the Units Manager as an additional insured under such coverage. (This Section Including preparing vacancy and renewal leases and certifications for supplements,and does not limit,Section 8.1.) Manager shall not be rent control rent increases and fuel pass-alongs). Manager shall advise liable to Owner for any matter which'is covered by the foregoing O,Wner,from time to time of changes in goverpmental.requirements policies., plus umbrella 1 iabi)_i,ty of affecting the Building or[tie Units. If Owner prefers that Owner or at least $10,000,000. Owner's counsel prepare and/or file any documents described in this Section,Manager shall consult and cooperate with Owner and Owner's ARTICLE 9, Review and Payment of Billc Contrac�s counsel for such purpose. 6.4 Manager shall prepare and send to tenants letters, 9.1 Manager shall review all bills for services,work notes and other communications as requested by Owner. Manager and supplies ordered in connection with maintaining and operating the shall deal with tenants and consider(and,where reasonable,attend to) Building. At Owner's request,Manager shalt secure competitive bids tenant complaints. If.Manager deems a tenant complaint unreasonable from vendors designated by Owner (or, if none, from vendors and material,Manager shall advise Owner. idemified by Manager)for particular services,work,or supplies to be furnished to the Building(whether or not the applicable expenditure will exceed the Expense Limit). ARTICLE 7. Operation.Maintenance and Repair 9.2 Manager shall pay or cause to be paid from the Operating Account all bills for services,work,and supplies,mortgage 7.1 Through Building Employees and/or independent interest,mortgage amortization,water charges,recurring utility bills, contractors retained on Owner's behalf, Manager shall cause the (neluding electric,gas,steam and fuel oil),sewer rents,assessments, Building to be maintained in accordance with the operating guidelines real estate taxes,and other recurring expenditures as and when the and otherwise in such condition as Owner deems advisable. Such same become payable or at Owner's direction. maintenance shall include interior and exterior cleaning and routine 9.3 Manager shall cause to be prepared and filed all repairs and incidental alterations (including electrical, plumbing, necessary forms for unemployment insurance,withholding and social steamflaing, carpentry, masonry, elevator, decorating, and other security taxes and all other tax and other forms relating to Building. routine repairs).Expenditures for repairs or alterations which would Employees and maintenance and operation of the Building required by exceed the Expense Limit shall be subject to Owner's prior approval, any federal,state or municipal authority. However, Manager may Effect (without Owner's prior approval) emergency repairs immediately necessary for the preservation of the Building or the safety of Tenants or other persons(or required to avoid ARTICLE 10. Reports,Budeets suspension of critical services in the Building),provided that Manager has made reasonable efforts to notify Owner before making any such I0.1 Not later than the 20th day of each month, repair and that Manager notify Owner promptly after making any such' Manager shall give Owner a monthly statement for the preceding emergency repair. month(in a form approved by Owner): 7.2 Manager shall advise Owner from time to time as (a) summarizing all rents and other receipts received to the operation and condition of the mechanical equipment and other by Manager from tenants or others,and all expenditures by Manager systems of the Building. under this Agreement,for such prior month(and separately for the 7.3 Manager shall comply,as the agent of Owner and calendar year through the end of such prior month);and subject to the Expense Limit,with orders or violations affecting the (b) if requested by Owner,a list of written complaints Building by any governmental authority with applicable jurisdiction (if any)received by Manager from tenants during such prior month. and orders of the New York Board of Fire Underwriters,the New (Owner and Manager may agree in writing on other matters to be York Fre Insurance Exchange or other similar body;provided that if covered by any such reports.) 10.2 If Owner so requests.Manager shall prepare and 12.6 Employees of Manager who handle funds of Owner submit to Owner,at least 45 days prior to the beginning of Owner's shall be bonded by a fidelity bond which may be a'blanket',bond fiscal year,a budget setting forth the income and expenditures of and obtained by Manager covering other properties in addition to the for the Building as reasonably estimated by Manager for the ensuing Building. There shall be no charge to Owner for such bond unless year. Manager's monthly statements under Section 10.1 shall compare Owner requires that such bond cover only the Building(and no other monthly and year-lo-date items with budget items in the same line properties managed by Manager)in which event Owner shall pay all categories• the premiums for such bond. ARTICLE 11. Books and Records ARTICLE 13, Fees for Services 11.1 Manager shall maintain separate and accurate 13.1 Owner shall pay Manager the Management Fee as books of account,checkbooks,payroll and other books and records of full compensation for all of Manager's services under this Agreement, Owner,and maintain orderly files of all correspondence,insurance except for those other fees,charges,and/or reimbursements for which policies, leases and subleases, and other documents and papers this Agreement specifically provides. The Management Fee shall be pertaining to the Building and matters for which Manager is payable in equal monthly installments. responsible under this Agreement(collectively called the'Building 13.2 OwnershallreimburseManagerS —0-- per Documents'). The Building Documents shall be and remain Owner's month per Building Employee for preparation and filing of property;and Manager shall,at Owner's request,make the Documents governmental, banking and other forms with respect to Owner's available to Owner.Owner's officers,accountants,attorneys or other payroll and personnel obligations to Building Employees and for representatives for inspection and/or copying. Manager shall also cashing of payroll checks. deliver Building Documents to Owner upon demand. At Manager's 13.3 Owner shall compensate Manager as follows for: request,Owner shall furnish Manager with copies of any Building Documents maintained by Owner. Any Building Documents not (a)for each new lease signed,S -0-- (or alternatively, required for current operation of the Building shall be delivered to _momh(s)rent); Owner(or stored at Owner's expense). (b) for each renewal lease signed, S -0-- ; (or 11.2 If Owner so requests.Manager shall cooperate alternatively,_month(s)rent;and with Owner's independent certified public accountants in annual or (c)for each approved sublet or assignment which results in other audits or reviews of Manager's or Owner's books and accounts an increase in rent,$ -0-- . of the Building for federal,state,and city income and other taxes,for 13.4 Manager may deduct and retain installments of the the preparation of Owner's financial statements, and/or for other Management Fee which are currently due and payable, and other reasonable purposes(including an audit after a termination of this amounts due and owing from Owner to Manager from time to time Agreement), under this Agreement,from the Operating Account. Owner shall pay 11.3 Manager shall attend meetings and confer with any deficiency owing to Manager within seven(7)days after written Owner,either at the Building or at Owner's offices,as Owner may notice from Manager,specifying the amount owed. reasonably require from time to time. 13.5 If Owner desires Manager to plan or supervise construction of capital improvements to the Building (other than refurbishing of Units in preparation for tenant occupancy or ARTICLE 12. Bank.Accounts maintenance,repair,and other services covered by Article 7)Owner and Manager shall enter into a separate agreement with respect to 12,1 Manager and Owner shall establish a Manager's responsibilities and Manager's compensation for such depository/checking account in Owner's name with a financial services. institution selected by Manager and approved by Owner (whose 13.6 Nothing in this Agreement shall entitle Manager to consent shall not be unreasonably withheld) (the 'Operating a commission or other compensation with respect to a sale or financing Account'). The Operating Account,ind all funds therein,shall be the of the Building,or.a master lease of the entire Building,by Owner. sole property of Owner (although Owner shall allow Manager's 13.7 Owner shall pay any sales tax imposed on any employees as signatories on the Operating Account as provided payments to,or by.Manager under this Agreement. herein). Manager shall deposit(or cause to be deposited) in the Operating Account all rents and other funds(other than tenant security deposits)collected by Manager from Tenants or others with respect to ARTICLE 14, ?ermination the Building or in connection with Manager's activities under this Agreement. (Manager shall not be responsible for the solvency of the 14.1 Either party may cancel this Agreement by not less financial institutions holding the Operating Account.) than 30 days'prior written notice to the other party given after the 12.2 Funds in the Operating Account shall not be eleventh(11th)calendar month of the initial term specified in Section commingled with Manager's own funds but, 3.1. 14.2 Owner may terminate this Agreement at any time may upon 30 days'prior written notice to Manager: (a) if Manager defaults in the performance of may not X Manager's obligations under this Agreement and such default is not cured within IS days after written notice to Manager(or within any be commingled with other funds collected by Manager as agent for longer period upon which Owner and Manager agree in writing); owners of other properties if such funds are held In trust accounts. (b) if Manager,voluntarily or involuntarily,becomes 12.3 Manager shall pay from the Operating Account the subject of a bankruptcy proceeding.and/or expenditures which Manager is permitted or required to make under (c) if Owner enters into a written agreement to sell the this Agreement,as well as tie scheduled payments of the Management Building or to master lease the entire Building, Fee. Manager shall not be obligated to make any advance to or for the 14.3 Manager may terminate Manager's duties under account of.Owner or to pay any amount except from funds in the this Agreement upon 30 days'written notice to Owner,•if Owner fails Operating Account or otherwise provided.by.Owner. If,pursuant to. to provide necessary funds, or to reimburse Manager for funds• the discharge of Manager's responsibilities under this Agreement; advanced,in either case from collections of rents or otherwise,within Manager voluntarily advances funds on Owner's behalf,Owner shall 15 days after written notice to Owner from Manager. reimburse Manager,on demand,for the amount of such advance. 14.4 Upon a termination of this Agreement for arty 12.4 Manager shall rendt to Owner monthly,from the reason: Operating Account, surplus funds which Manager reasonably (a) Manager shall remove any Administrative determines will not be required to cover expenditures anticipated Employees and all property of Manager from the Building and shall during the following month. However.Owner shall have the right,at surrender to Owner any space In the Building occupied by Manager; any time, to require the payment to Owner of any funds in the (b) Manager shall render to Owner,within 30 days Operaiing Account, after such termination, a final accounting(as of the date of such 12.5 Manager shall be excused from Manager's termination)reflecting: responsibilities under this Agreement if and to the extent that Owner (i) rents and other revenues received,and falls to provide necessary funds,through the Operating Account or expenditures incurred,since die last date covered by a report otherwise, for work, services, or obligations which Manager is under Section 10.1; required to provide or secure under this Agreement. -3- (it) Ilse balance of any funds then held by package,or messenger service. All notices shall be dmaned given Manager for Owner's account; when actually received. (iii) unpaid accounts payable or other 16.2 Neither party may assign this Agreement,or such obligations due ihird•panies for Owner's account under this party's rights or obligations under this Agreement,to any usher person Agreement;and or legal entity without the prior written consent of the'other party;and (iv) any amounts due to Manager from any attempted assignment without such consent shall be null and void. Owner, and/or from Manager to Owner, under this 16.3 This Agreement embodies the entire agreement Agreement. between Ute parties relative to the subject master hereof,and there are (e) Manager shall deliver to Owner,within 30 days no oral or written agreements between the parties which are not after such termination,the originals(err copies if originals do not exist) expressly set forth herein. of all Building Documents then in Manager's possession(although 16.4 This Agreement may be amended only by a written Owner shall permit Manager to copy any such Building Documents, instrument executed by the party or parties to be bound thereby. at Manager's reasonable expense,thereafter), 16.5 The captions and headings used in this Agreement 14.5 Owner sball pay Manager any net amounts due to are for convenience only and do not in any way limit,amplify.or Manager,or Manager shall pay Owner any net amount due to Owner, otherwise modify the provisions of this Agreement. after a termination of this Agreement. If Manager's final accounting 16.6 This Agreement shall be governed by the laws of understates by more than SI000(or,if greater,590)any amounts due the State of New York(without regard to principles of conflicts of Owner,Manager shall reimburse Owner for reasonable accounting law). andlor attorneys'fees incurred to audit or collect the amounts due 16.7 This Agreement shall bind and inure to the benefit Owner from Manager. ordie parties and their respective permitted successors and assigns, 16.9 . -1f any provision of this Agreement is held illegal, invalid or unenforceable under present or future law,this Agreement ARTICLE 15. Indemnification:Costs of Fnforeem_enc shall be construed and enforced as if such illegal, invalid or unenforceable provision had never comprised a pan of this Agreement; 15.1 Owner agrees to indemnify Manager and to defend and,unless the parties agree otherwise,the remaining provisions of and hold Manager harmless from and against all loss,cost,liability, this Agreement shall remain in full force and effect. claim,damage,and expense(including reasonable attorneys'fees and 16.9 This Agreement may be executed in counterparts. expenses)paid or incurred by Manager,or asserted against Manager, each of which shall be deemed an original,and all of which constitute in connection with,by reason of,or arising out of: collectively one agreement. (a) Manager's performance ofservices,orundertaking 16.10 Each party represents to the other that this of responsibilities,under this Agreement; Agreement has been duly authorized by any necessary corporate or (b) Manager's status as manager of the Building; partnership action and is such party's legal, valid and binding and/or obligation,enforceable in accordance with the terms hereof. (e) any default by Owner`in keeping Owner's 16.11 Manager represents and warrants to Owner that obligations under this Agreement; Manager is licensed as a real estate broker under the laws of the State provided,however,that such indemnification by Owner shall not cover of New York. any loss,cost,liability,claim•damage,or expense resulting from(1) 16.12 Article 11,Sections 14.4, 14.5,and Article 15 Manager's gross negligence or willful misconduct; (i) actions of shall survive any termination of this Agreement. Manager which patently exceed the scope of Manager's authority 16.13 Annex'A',If attached hereto and initialled by the under this Agreement;and/or(iii)Manager's default in substantially parties,sets forth provisions concerning apartment leasing services to performing Manager's obligations under this Agreement, be furnished by Manager and the compensation to be paid by Owner 15.2 For purposes of this Article,the acts or omissions to Manager for such services. of the employees,officers,directors,or general partners of a party shall be deemed to be those of the respective party. 16.14 Annex'B',if attached hereto and initialled by the 15.3 M parties, sets forth additional.provisions which form part of this eenstcae-ef-antorwagis,Rgseom�tr{orpeetiot>rWexof)�fi acre Agreement and are deemed to be incorporated herein. pa%LswuresaXmatiudgment-igpka4beaher,jM4osia y.shall rrinthtuae,she.tucoessful-pony;-4ywn•rlttRandr-ter—dt4.lauers r'ea36rt7,bTr-atierrtoye'-fetes-end-expanses-in-eeanectian-vitt-weft- pmceeding.- IN WITNESS WHEREOF,the parties have executed this Agreement as of the date first above written. ARTICLE 16. Miscellaneous MANAGER: 16.1 All notices, consents or other communications under this Agreement most be In writing and addressed to the parties at their addresses specified above(or at any other address which either �? ij��e✓ party may designate by notice given to the other as provided herein from time to tune). Any notice required by this Agreement to be given or made widtin a specified period of time,on or before a date certain. shall be deemed given or made if sent by hand, by facsimile OWNER: transmission with confirmed answereceived,or by registered or certified mail,return receipt requestedested and postage and registry fees prepaid. Delivery'by hand'shall include delivery by express, -4- Annex"B" Additional Provisions 1.) Owner shall pay Manager the following additional fees: a Annual Apartment Registrations $4.35 per apartment (Minimum$50.00 per bido. b. Fire Safety $2.50 per apartment c. Lead Paint $1.90 per apartment d. Window Guards $1.90 per apartment 2.) Manager,or its affiliates,may receive insurance commissions if duly licensed. 3.) If Owner engages Manager to provide supervisory services in connection with apartment alterations or capital improvements,Owner shall pay Manager a fee calculated at 10%of the hard and soft costs of the alteration or improvement. This fee does not include architectural or engineering services. - t - +r b s Aw- t R - ._c• �.�,�: _,'fir `" -ars: Wit +I" v IP _ _� � - � ___ .- - - _sem •r `- y _ . 4 Y As a IF rv. 1 �t h _ rr �•1• 4 h It !r h N 4L left 4.r T h ,9 • yyJ, X j f 1 f " � r rr •^,mow, 'r Y r JJ t Y, M rt Xir t~ f r�Y ,a 1, s ,i S! R A4 4 � w � (',_ ,? s- ,ter„•'� ar � � - e.: t1 `9 �1 .. _ OW r _ Y • c a _ i r : �_ f; � 1:� � ��! �, r a•N 4 �� 1�, � f �# F✓ �J �� #Ps ,- .s._;c,, � �, p ,, , 8,� "`• tb��• fir. �-� �i ! o �. � � p�, '.: ��" �. ., r � �' e�. � � � .' , � A ` �. �ay�� ;r � �; � �;�_; ¢ i4 1 �. � �` �'- �°.' 2. i�_ ,a ,; .. ,. � � �� ��� ' �. '!;} �,,' � �. .� ,.fr � �. 0 r ,. 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