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HomeMy WebLinkAbout30737-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31609 Date: 06/13/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 10725 NEW SUFFOLK AVE CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 116 Block 1 Lot 5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 25, 2004 pursuant to which Building Permit No. 30737-Z dated OCTOBER 27, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ROBERT E & CHERYL MCCALL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2059213 11/01/05 PLUMBERS CERTIFICATION DATED 05/26/06 WCM PLUMBING & HEATING r' A hori ed Signature Rev. 1/81 Form No.6 t b6cr " �n ' TOWN OF SOUTHOLD BUILDING DEPARTMENT_____ TOWN HALL r 765-1802 `` - pp APPLICATION FOR CERTIFICATT OF'OCAPARCY This application must be filled in by typewriter or ink and submitted to the)#ut De {jzitput,5vith t e following: Inv_ _ 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 cerlificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swinuning pool $25.00, Accessory building$25.00, Additions to accessory building $25.00, 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, Coramercial$15.00 Date. New Construction: Old or Pre-existing Building: L� (check one) Location of Property: //)723J ��i� �c�� +7L t� 0�p House No. Street amlet Owner or Owners of Property: f t "Mock Suffolk County Tax Map No 1000, Section 7� //�� _Lot — Subdivision —7 __ _Filed Map.. Lot: Permit No. 3(0 / ,3 7 Date of Permit. /0 27�Applicant:_ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ Applicant Signature Qs�16�5 03/60 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30737 Z Date OCTOBER 27 , 2004 Permission is hereby granted to : ROBERT E & WF MCCALL CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT at premises located at 10725 NEW SUFFOLK AVE CUTCHOGUE County Tax Map No. 473889 Section 116 Block 0001 Lot No. 005 pursuant to application dated OCTOBER 25, 2004 and approved by the Building Inspector to expire on APRIL 27, 2006 . Fee $ 653 . 30 QAuthorT 2edsi ture ORIGINAL Rev. 5/8/02 "7 o cI �cPc � oP. cPPPcJPPr �P1: BY HIS ATE 5 THE NEW YORKBOARDOFc �FIRE UNDERWRITERS 5 5 O U ERWRITERS 5 SBUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 5 r1 CERTIFIES THAT 5 555 Upon the application of upon premises owned by 5 ROSLAK ELECTRIC ROBERT MCCALL 5 5 P.O. BOX 164 10725 NEW SUFFOLK AVE 5 CUTCHOGUE, NY 11935-2453, CUTCHOGUE, NY 11935 5 5 5 5 Located at 10725 NEW SUFFOLK AVE CUTCHOGUE, NY 11935 5 5 Application Number: 2059213 Certificate Number: 2059213 5 C 5 Section: Block: Lot: Building Permit:30737 BDC: ns11 rS SDescribed as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor,Attached Garage,Outside,Attic, �+ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard S 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Ist Day of November,2005. �5 Name QTY Rate Rating Circuit Type 5 Miscellaneous 5 C5] attached garage-new second 5 5 floor-I new room on first fl. 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 4 0 Smoke 5 Appliances and Accessories 5 SExhaust Fan l 0 F.H.P. 5 5 Panels 1 70 12 5 5 S Wiring and Devices c5 Outlet 18 0 Fixture 5 5 Fixture 18 0 Incandescent 5 5 Outlet 56 0 General Purpose 5 5 Receptacle 37 0 General Purpose 5 5 Switch 25 0 General Purpose 5 Paddle Fan 4 0 seal Receptacle 7 0 GFCI c� 5 Continued on Next Page 1 of 2 �5± This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 5 M r PC rLEi c.ncnc-ffli �rJ�rP�nc rrJrJcrdP�n rJ�rJ�cru crucn rJ�rJ� rJ� cn r�rJrJ�r�rJ�r�rJ cJ��nc nr J�rJ�rJ�rJr3r3p o D cnrJ�cru�l�I�I�Prru��nrJ��lrJ�rJ�rJ�rJ�r nrl�ncncncPcPrJ�cnu�nr nt PrJ�rJdJ��IrJ�rJ�rJrJ�rJ�r�r nr ncPrJ�rJrJ�rJ��rcnrJrJ�cPrJ�rJ�r nr nr�rJ�rJ�rJr��f�f� 10 5 BY THIS CERTIFICATE OF COMPLIANCE THE C7 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY 5 55 40 FULTON STREET — NEW YORK, NY 10038 c� S CERTIFIES THAT r5 5 Upon the application of upon premises owned by 5 ROSLAK ELECTRIC5 ROBERT MCCALL 5 5 P.O. BOX 164 10725 NEW SUFFOLK AVE 5 5 CUTCHOGUE, NY 11935-2453, CUTCHOGUE, NY 11935 5 cSC 5 Located at 10725 NEW SUFFOLK AVE CUTCHOGUE, NY 11935 5 Application Number: 2059213 Certificate Number: 2059213 S 5�C e5 Section: Block: Lot: Building Permit:30737 BDC: ns11 5 C`7 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: rr5 CS First Floor, Second Floor,Attached Garage, Outside,Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Ist Day of November,2005. 5 5 Name OTY Rate Ratine Circuit Type 5 5 Service 5 5 1 Phase 3 W Service Rating 300 Amperes 5 5 Service Disconnect: 1 100 cb S 5 Service Disconnect: l 200 cb Meters: 2 C, 5 5 5 5 5 5 5 seal 5 5 5 2 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 ��ssM3v Town 1taU,S300S Main Road +e Fax(63t)7!5.1823 P.O.SM 1179 Tekphonc(01)765-1802 Swtbold,New York t 1971.0959 BUILDING DBPARTMEW TOWN OF SOUTHOLD CERTIFICATION Date: 5/7- ,Lo Building Permit No. 5073 -7 Owner: 14&� /#eatc, (please print) Plumber: W* AW 1NL C4 e P (please print) /�P ;Yoe �y I'I I certify that the solder used in the water supply system contains less than 2/10 of l%lead. (Plumbers ignature) Sworn to before me this day of J 20 O —OZ X90 j S3HIdX3 NOISSI �ppp 3)j tl1p330S N1031311tlAf1D .-MM"A0 311S of19(Nld MUM 3imn NOON Notary Public, S I County ERU NOTARY PUBLIC STATE Of N"YORK QUALIFIED is SUFFOLK COUNT COMMISSION EXPIRES JULY O6,20Y 7J 7 OF SOUryo f©� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:: DATE INSPECTOR,::�/-" #SOF SOplyo* .3o737,7— Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KFINAL �rvl- [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION pp REMARKS: JJ DATE T�/� �� INSPECTOR ° 73 TZ- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: , DATE �^ �� INSPECTOR 3 a 737 Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST 14ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [XFRAMINGP� [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �,a..Le DATE INSPECTOR �o�aOF SOGryolo -3 0 73 7 z ''©# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE /A CHIMNEY [ ] FIRE SAFETY INSPECTION REMA iCS: / '4�t �r r DATE �� / , ©� INSPECTOR 1 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) — --------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) z � o O H yy� ROUGH FRAMING& 1�i7 PLUMBING y a 'O eo2' r INSULATION PER N.Y. — y STATE ENERGY CODE l It c VY� FINAL �. If ITIONAL CO NTS 3 A p O z m A y O c- z x r y e b -- y • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE r 8, 2004 FACILITY/PROGRAM NUMBER(S) � EXPI100001 RATION DATE(S) PERMIT Under the Environmental October 8, 2009 Conservation Law TYPE OF PERMIT■New ❑Renewal❑Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7, 8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion , ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑Article 24: Freshwater Wetlands ❑Article 15,Title 27: Wild, Scenic and ❑ Articles 1, 3, 17, 19, 27,37; 6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Robert& Cheryl Mc Call (631)653-9 595 ADDRESS OF PERMITTEE P.O. Box 271, Cutcho ue, NY 11935 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Robert E. Mc Call 631 653-9595 NAME AND ADDRESS OF PROJECT/FACILITY Mc Call property, 10725 New Suffolk Avenue, Cutcho ue COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk I Southold I Downs Creek E:710.8 N:4540.9 DESCRIPTION OF AUTHORIZED ACTIVITY: Construct additions to an existing, single family dwelling as shown on the survey/plan prepared by Stanley J. Isaksen, Jr. on 12/19/03 and stamped NYSDEC approved on 10/8/04. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT MINISTRATOR: ADDRESS;' John ieland Region fIHeadquarters, Bldg.#40, SUNY, Stony Brook, NY 11790-2356 AUTH R1ZED SIGNATU DATE `,, r i r IPage 1 of 4 October 8, 2004 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. 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 tidal wetlands and or protected buffer areas. 3. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration, whichever comes first. The approved methodologies are as follows: a. Stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). 4. The storage of construction equipment and materials shall be confined to the existing driveway/parking area. 5. Necessary erosion control measures i.e., haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. 6. Roof runoff shall be directed to drywells a minimum of 100 feet landward of the tidal wetland boundary for immediate on-site recharge. 7. Driveways and parking areas shall be constructed of pervious material. 8. This permit does not authorize any alteration, expansion or replacement of existing septic systems. . 9. No disturbance to the vegetation or topography shall occur seaward of the existing house. 10. Department approval to construct the porch 56' from the tidal wetland boundary should not be construed to suggest that the Department will issue future permits for additions or other development within the minimum 75' setback area. Reasonable alternative locations exist at the project site to allow the 75'setback requirement to be met. DEC PERMIT NUMBER PAGE 2 Of 4 1-4738-03390/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLES), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) 1. 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 Departmentto remove oralterthe structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State,and to such extentand in such time and manneras the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. 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. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 9. At least48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plan was prepared by S f c h ler DEC PERMIT NUMBER PAGE 3 of 4 1-4738-03390/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees,and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Perm!ties's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agentwith respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee.Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title,or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 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. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System(SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification,suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 4 OF 4 14738-03390/00001 } r � • 4 � 1 x_ Iv r At \\\.17� ' > r , - r ' . . r r rr • r 1. ' 11 I �,.:f�1 '3. T r I y� fl f r y \. \ / I�.tom• ` .t 1. !' r ..1''Y.y"J," v.,+d✓SY' I.i.yr✓' /,.s`J< `1 / ^'1.". ,,,,,rl l�,,rN• 1 •�",,,,, r r4.,, ,.. �w � "�:%'y r I1.: �r,� y. TERMS and CONDITIONS Robeh.t & CheAyt.MeCatt residing at 10125 New Subbo.fh Ave., Cutehogue N. Y., as _ parr of the eomdderadoa for the issuance of the Permit does uoderst ad and pmaffie to the fol- -. 1. Thu the said Oars of Tntstees and the Town of Southold are released from any aid all damage, or claims; for damsge4 of win arisingdireedy or bdirecdy as a result of any oper- atloa performed pursuant-0 ibis permit, and she ON'Peunitree w104 at his or Ler ower 04=w, defend any and all such wla'ialdaad by ddtd 4patda,and the said Nitta assumes fall liability with tape" daetew,to-d,&V auplete'esdmion of ft Omrd of Trustees of the Town of Southold _ 2. That th& Pemoit is vnW for a period of :24 mos which is tldnsidand to 6e de' estimated tune'required to .complete the work involved,but should drdmauates waaamt, request for an extension may be made to the Board at a later dste. 3. That this Peewit should be retained Indefinitely, or as long as the Bald Petmittte wines ro err=� the structure or project involved, to provide evidence to anyone concerned dist mdh- ork*tloo was originally, obtahed 4. That the wort involved will be subject to the inspection and approval of she Hard cc its agents, and oowcom Bance with the provisions of the originating application,maybe cause for revocation of this Permit by resolution of the said Board 5. That there will be no unreasonable interference with navigation as a result of the work hada sridnorked. 6. That theft shall be no int rfeemce with the tight of the public to pass and UPW din$ she bash between bigb and low water marks 7. That if future operations of the Town of SoudhpW require thw removal sod/or aloaadoas In the khation of she work berdn+mdwdzA or If, in vire opium of the Board of Trustee% de. wodc troll came tmressooable Obstruction fere mvigadem, the raid Peamittee will be iuquink upon due nods,to remove or alter olds work or project herein stated wWww expenses to the Town • of Saadwtd ' 8. That die said Board will be notified by the Permittee at she compledon..of de week ratan- odaed. g. Vat rix'Pesmitaee will obtain all other permits and comeafs dat may be respired SOP' . plementel en this permit which trey-be subject to revoke upon fail= to obtala ame. ,.'••.• . I -1 .'` Cw-� . iG Tn„'n Hilli. 5.111Yt X1011 ' 1Z"N T. TERRY , ;4 ,r p P.o. n1,x 11711 TOWN CLERKOrl- �• t`".r ?' Suulhold. Nca furl; l IIEcISrnAR OF VITAL STATISnCS A 15, 1- Fox (5 101 i(,C.I II� MARRIAGE-. OFFICER - "JJ TckR6unc 016) 7At, RECORDS MANAGEMENEOITICEIt /Ol FREEDOM OF INFORMATION OFFICER OFFICE OF TILE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations 1 of, the Code of the Town of Southold: "Floodplain Development Permit / i ) /(pplication" ( FOP(93) ) , and ',"Certificate of Compliance fdr DevejC�pment in Special Flood Hazard Area (C/C(93)) . I BvV. DG( •c.. T0%AA OF SOt1iIOLD �h Southold Town Clerk August 25 , 1993 • 1I �1 1 1 APPLICATION #_ PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sisml' 1. No work may start until a permit is issued. I The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPUCANf,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT'S TO THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCU TE (APPLICANTS SIGNATURE)_.—� (/ DATE—/// , /SECTION 2: PROPOSED DEVE[OM Etf fT be comolctcd by APPLICM Il NAME ADDRESS TELEPHONE APPLICANT (� n l- �}L_T/ r�PP Z5 PyJ WOtK — BUILDQ✓TC O�'✓� — QQ 1"�,e7>°rPrH rye ENGINEER pROIECT LOCATION To avoid delay in processing the applj adon, ptcase provide enough informatiou to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearrst intersecting road or v[Lknown landmark A sketch attacbed to this application showing (be projcU location would be hdpful. ?S Nem _ 'vpp c e @J ,l-e DvsZ—_ tT FDP(9J) �� r APPLICATION PAGE 2 OF n DESCRIPTION OF WORK (Check all appbcablc boxes) A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O��New Structure eltsideotial (1-4 Family) CJ Addition O Residential (More than 4 Family) ❑ Alteration O NOD-residential (FloodprooCmg? O Yes) O Relocation O Combined Use (Residential & Commer") O Demolition P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home/Park?.O Yes) ESTIMATED COST OF PROJECT S� B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining O Drilling ❑ Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channcl Modifications) O Drainage Improvements (Including Culvert Work) j DRoar(, Street or Bridge Construction O Sur vision (New or Expansion) ❑ In dual Water or Sewer System / ❑ Other (Please Specify) tI�ON Ii After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 7 FL OODPI AIN DETERMINATION fTo be completed by LOCAL ADMINTSTRAT08 The proposed development is located on FIRM Pancl No. Dated - The Proposed Development: - O Is +)_fQJ located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FL.00DPLAM DEVELOPMENT PERMITIS REQUIRED). ❑ Is located in a Special Food Hazard Arca. FIRM zone designation is 100-Year flood elevation al the site I - Ft. NGVD (MSL) ❑ Unavailable O The proposed development is located io a floodway. FBFM Pancl No. Datcd 0 Scc Sccnon 4 for additional mswjcnnns SIGNED DATE APPLICATION # PAGE 1 OF 4 SECTI06 d ADDITIONAL INFORMATION REOUIRED (To be completed by LOCAL ADMINIS"T'RATORI The applicant must submit the documents checked below before the application can be processed: 0 A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. 0 Development plans,drawn to scale, and specificatipns,including where applicable: details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the fust Boor. Also O Subdivision or other development plans(If the subdivision or other development '=Xceeds SO lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plaas showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new Ct0 elevation Ft. NGVD (MSL). ❑ FloodprooCmFt:NGVD (MSL .g protection level (poo-residential only) ) For Boodproofed structures, 'Applicant must attach certification from registered engineer or architect. ❑ Certification from a"registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this 0ndmg must also be submitted. ❑ Other. SECTION 5• PERMIT DETERMINATION fTo be completed by LOCAL A1)MINT9TRATORI I have determined that the proposed activity. A. ❑ Is B. O Is not in conformance with provisions of Local Law 8_, 19_ The permit is issued subject to the conditions attached to and made part of this permit. SIGNED - DATE If BOX A h checked, the Local Adminisirator may Lssuc a Development Permit upon payment of designated (cc. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. i APPLICATION _ PAGE 4OF4 APPEALS: Appealed to Board of Appeals? 0 Yes 0 No Hearing date: AppCa!S Board Decision El NO Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The Wowing information must be provided for project structures. This section must be. completed by a registered professional engineer or a Bcensed land surveyor (or attach a certification to this application). an). Complete 1 or 2 below, 1. Actual (As-Built) Elevadoo of the top of the lowest floor, including basement fig,Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL)- . � ., NOT': Any work performed prior to submitta ,bf the above information is al the risk,of the Appl,icant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oo inspection of the project to ensure comphanee with the community s local law for flood damage prevention. INSPIECTIONS: DATE BY DEFICIENCIES? Cl YES O NO DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO SECTION 8• CERTIFICATE OF COMPLIANCE o be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B , //i BAM'PLE CERTIDICATE NF COMPLIANCE / Area for Development /in a Special Flood Hazard TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING 0 VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A_ OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 9]) TOWN �F ' UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDI G DEPARTMENT Do you have or need the following,before applying'? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. � Check Septic Form N.Y.S.D.E.C. Trustees Examined �6 ,20 Contact: 7 / Approved 20_,V Mail to: Disapproved a/c 1/ ,p Q ✓ e.. � )��� Phone: 7Z� - Expiration ,20� �'� 7 Buil g Ins -- 25 2004 APPLICATION FOR BUILDING PERMIT Date Z zv 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. r� V/ (Signature of applicant or name,if a corporation) Po y ) 7/ C.,t( � 07ije A11, I l y3s� (Mailing address A applicant) State whether applicant i owner lessee, agent, architect, engineer, general contractor, electrician, plumber or builder © U) 0 e►2- Name of owner of premises &ey?r -4- �h� L(C d i1 Z, (As on e tax roll or latest deed) If applicant is a corporation, si�of duly authorized officer (Name and title of corporate officer) Builders License No, ._ � Plumbers License No, Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: // 1OUs' AJ0. .2 4ULrtpLv- Atte- CJ7-Gk09 2 House Number Street ` Hamlet %5 -3A3 M*4U} „taN County Tax Map No. 100 Section--J-1 / Block Lot Subdivision ((/ Filed Map N ''"'" ;, '3^� filTM^I IV/p (N e) 2. State existing use and occupancy of pre ses and intended use and occupancy of proposed construction: a. Existing use and occupancy V(Il yl IQ(t j/ 2p�S l j ►J C� b. Intended use and occupancy P?I At►) f2✓ j C ��/b PIJC 2 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost v , J 0 , p OQ, � Fee (To be paid on filing this application) 5. If dwelling, number of dwelling unitsNumber of dwelling units on each floor _ )# If garage, number of cars 2 7 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. PlIk 7. Dimensions of aisting structures, if any: Front 7J,s 1 Rear �s Depth �9 Height 116 Number of Stories 14- Dimensions of same structure with alterations or additions: Front la31 IRear d Depth qv Height S Number of Stories—y-- 8. Dimensions of ent]re new construction: Front /i 3/ Rear 7 / Depth / Height f h ' Number of S`,ories -2- 9. 9. Size of lot: Front ��tJ z/ Rear 4t3 y / Depth 10. Date of Purchase i? Name of Former Owner , FURS. HA-hl-eV 101 L L i A�cs 11. Zone or use district in which premises are situated A I 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO,<Will excess fill be removed from premises?pYES_NO-X 14. Names of Owner of remiss C. elk) i Address d tl -Phone No. Name of Architect C Addr hone No_212, Z Name of Contractor'10 13.2 1r2T W i W Lta Address / one No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESX _No * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMI'('S,MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF,- SFOyc} I?OReL r k �Ait- being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the (1)k? GN(L (Co®ractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2Z day 20 r- otary Public 10lp1 Signature of Applicant N0brY P" c��th Yxk Qualified in Suffolkb �n E�rot�tpat 31.Z0� APP OVED AS NOTED COMPLY WITH ALL CODES OF GATE: /a B,P # yo 33 3 NEW YORK STATE & TOWN CODES 1 3, AS REQUI ED AND CONDITIONS OF FBF: NOIFY BUILDING DEPARTMENT AT SOUTHOLD TOWN ZE," 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN PLANNING BOARD FOLLOWING INSPECTIONS: 9 1. FOUNDATION - TWO REQUIRED SOUTHOLD TOWN TRUSTEES FOR POURED CONCRETE ° a N.Y.S.DEC 4 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. OCCUPANCY OR ALL CONSTRUCTION SHALL MEET THE v YORK SEATE.TNOT RESPONDSIBLLEFNEW FOR USE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE ..3 OF OCCUPANCY PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE PLUMBING CERTIFICATE OF OCCUPANCY ALL PLUMBING WASTE SOLDER USED IN WATER &WATER LINES NEED TESTING BEFORE COVERING SOPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1%LEAD, UNDERWRITERS CERTIFICATE REQUIRED CERTIFICATION OF NAILING & CONNECTIONS RETAIN STORM WATF� REQUIRED. " ^JOFF PURSUANT TO SECTION 45.1 OC OF THE TOWN CODE. FLOOD ZONE-_�.m. COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. GOARANIEES/ AGMEN HERE ON SHALL RUN ONLY 10 IIIE PERSON FOR WNW IIIE SURYEI' IS PREPARES, ANO ON HIS BEHALF TO THE THE COMPANg GOLERNVENTAL AGENCY, LENSING INSLTOOIN, IF LISTS➢HEREON, ANO TO THE ASSIGNEES OF THE YENNING LOSLTHLNN GUARANTEES ARE NOT IRANSFERARLE TO ADDHIONAL INSTITUTIONS OR SORS£9UENT 04NFRS UNAUPIORIZEO ALIERA➢ON OR AOOTRON W RIIS SURVEY 15 A KOLA RAN OF SEC➢ON 7209 OF RIE NEW YO RN STATE EDUCATION LAW COPIES OT MI5 SURVEY MAP NOT DEARINC THE LANG SURVEYORS EMGOSSEU SEAL SHALI NOT BE CONSIDERED TO BE A VALID RGE v F (]GALL COPY / M 434.80' / N 84'1900"E N. PIP FOUND ^' I In., \. '\ '\, "\, '\. ,h \ \ ` \ '\ COP, I 5.2 AGE NO a '� PARKING Y TO 1 p AD 0 PROPOSED 2-CAF GARAGE AR� ST 2 / � \. ADDITION WITH STORAGE ABOVE 23 pro° wi TEPsm°N° / / CSQ \ ` \ TING , Q v v P,IUP X55. �/ IQ 9 IST F°RrRe cL s ./.:' 2 / 1054 a c waoo AT,. 9 p c ,y:i Q % Q� �'� `\ ` \ \ "\ \ \ ♦ ` \ \ \ , ;.i 00/O/ NO /�\ '• MEAD /�qp�-� /� L'1�� 1NJL AJRD ® YY ` \ \ \ ♦ \ ♦ � CP NO `' \ "\ '\ '� � \ % PIPE \`N `'\ `'.\ \.\ '\ \\ `''\, \\ \'\ \\ \'� SET / E I ` '� ` ''\ \ \ '\ \ \ \ '\ Co O GO STA 2-RAIL EE CE N87°15'00"W -- i 7 /� \. SET \ NEW SUFFOLK AVENUE 480.54' ZONED AC NOTES ELEVATIONS ARE IN 1929 NGVO FLOOD ZONE LINE IS FROM PANEL 501 OF 1026, MAP NUMBER 3610300501 G EFFLCFIVC DATE SURVEYED. 08 AUGUST 1997 MAY 4, 1998 COMMUNITY SOUTHOLD, TOWN OF, NUMBER 360813, PANEL 0501, SUFFIX G SURVEY OF SCALE 1'= 50' UNDEVEOPED COASTAL BARRIERS IDENTIFIED 1990 OR DESCRIBED PROPERTY AREA = 154,595.27 SEOR LATER SHOWN THUS OR SITUATE 3,549 ACRES CUTCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED BY STANLEY J ISAKSEN, JR. TM# 1000-116-01-05 SURVEYED FOR: ROBERT McCALL P.O. BOX 294 CHERYL McCALL NEW SUFFOLK N Y 1195 631 -7 -5 35 GUARANTEED TO: ROBERT MCCALL CHERYL MCCALL LI NSED N SURV OR 1 19 DEC 03 ADO ELEVATIONS, FLOOD ZONE DATA, PROPOSED ADDITIONS YS LIC O 49273 97R644 a' triu, r ,(� nna � � c� h t i e , ' t 526 West 22nd Street New York , New York 10011 t . 212 . 989 . 1123 f . 212 . 807 . 1909 pb - arch@pb - arch . com PROJECT - McCALL RESIDENCE , NEW SUFFOLK AVENUE , CUTCHOGUE , NY GENERAL NOTES 1. ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH ALL FEDERAL, 7. THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE TRUE INTENT AND 12, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND ACCURATELY 20. THE CONTRACTOR SHALL KEEP THE ARCHITECT INFORMED OF THE PROGRESS STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. MEANING OF THE DRAWINGS AND NOTES TAKEN AS A WHOLE AND SHALL NOT FOR ANY REASON COMPLY WITH ALL THE REQUIREMENTS OF THESE NOTES AND LAYING OUT THE WORK AND FOR THE LINES AND MEASUREMENTS HEREIN. HE OF HIS WORK. NO WORK SHALL BE CLOSED OR COVERED UNTIL IT HAS BEEN AVAIL HIMSELF OF ANY OBVIOUS ERRORS OR OMISSIONS, SHOULD ANY EXIST. DRAWINGS. SHALL ESTABLISH NECESSARY REFERENCE LINES I AND PERMANENT BENCH MARKS INSPECTED AND APPROVED. SHOULD UNINSPECTED WORK BE COVERED, THE 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS AS SHOULD ANY ERROR OR DISCREPANCY APPEAR OR ANY DOUBT ARISE AS TO THE FROM WHICH BUILDING LINES AND ELEVATIONS SHALL BE TAKEN. HEIGHTS OF ALL CONTRACTOR SHALL, AT HIS OWN EXPENSE, UNCOVER ALL SUCH WORK SO THAT REQUIRED BY LAW FOR THE COMPLETION OF THE WORK. TRUE MEANING OF THE DRAWINGS OR NOTES, THE CONTRACTOR SHALL BRING 13. THE GENERAL CONTRACTOR SHALL COORDINATE AND SUPERVISE THE WORK WORK CALLED FOR "A.F.F." INCLUDING BUT NOT LIMITED TO SOFFITS, CEILINGS, IT CAN BE PROPERLY INSPECTED AND AFTER SUCH INSPECTION, HE SHALL SUCH ITEMS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMISSION OF OF ALL CONTRACTORS AND SUB-CONTRACTORS. HE SHALL BE RESPONSIBLE FOR DOORS, SHALL BE TRUE AND LEVEL WITHIN A MAXIMUM TOLER- PROPERLY REPAIR AND REPLACE ALL WORK INTERFERED WITH. 3. THE SUBMISSION OF A PROPOSAL BY THE CONTRACTOR WILL BE PROPOSAL FOR EXPLANATION OR CORRECTION OF SAME. AFTER THE SUBMISSION GIVING ALL TRADES SUCH INFORMATION, PLANS OR DETAILS AS MAY BE REQUIRED ANCE OF %B" OVERALL THE ENTIRE PROJECT REGARDLESS OF VARIATIONS IN THE CONSTRUED AS EVIDENCE THAT A CAREFUL AND THOROUGH EXAMINATION OF OF PROPOSAL, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL SUCH FOR THE PROPER INSTALLATION AND COMPLETION OF THEIR WORK. ALL MATERIALS ACTUAL SLAB. THE SLAB SHALL BE LEVELED AS REQUIRED SO AS NOT TO VARY 21. THE CONTRACTOR SHALL PROVIDE PROTECTIONS NECESSARY TO PREVENT THE PREMISES HAS BEEN MADE AND LATER CLAIMS FOR LABOR, MATERIALS OR ITEMS. SHALL BE ORDERED SUFFICIENTLY AHEAD OF TIME SO THAT WORK CAN PROCEED MORE THAN /B" IN ANY 10'-0". DAMAGE TO EXISTING IMPROVEMENTS ON ADJOINING PROPERTIES AND ON OWNER'S EQUIPMENT REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE ON SCHEDULE, NO SUBSTITUTIONS WILL BE ACCEPTED BECAUSE OF FAILURE TO PROPERTY. OWNER MUST BE NOTIFIED, IMMEDIATELY, OF ANY DAMAGE TO EXISTING BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGN- S. THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE DRAW- DO' SO. 19. a) THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASON- IMPROVEMENTS ON ADJOINING PROPERTIES AND ON OWNER'S PROPERTY. IZED. IT SHALL ALSO CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR INGS AND NOTES. TO INTERPRET AND EXPLAIN THE DRAWINGS OTHER INFORMA- ABLY NEAT AND ORDERLY CONDITION AND KEPT'� FREE FROM ACCUMULATIONS OF CONTRACTOR MUST RESTORE DAMAGED IMPROVENTS TO THEIR ORIGINAL HAS CHECKED AND VERIFIED ALL QUANTITIES, WORK AND MATERIALS INVOLVED TION DEEMED NECESSARY BY THE ARCHITECT WILL BE FURNISHED TO THE CON- 14. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS, SAMPLES, WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. CONDITION, AS ACCEPTABLE TO PROPERTY OWNERS. AND THAT HE SHALL TAKE RESPONSIBILITY FOR ANY DEFICIENCIES THEREIN. TRACTOR WHEN AND AS REQUIRED BY THE WORK, AND IT IS TO BE UNDERSTOOD AND FIXTURE CUTS FOR THE ARCHITECT'S REVIEW AS REQUIRED AND/OR INDICATED REMOVE CRATES CARTONS AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH THAT SAID ADDITIONAL INFORMATION OR DRAWINGS ARE TO BE OF EQUAL FORCE ON DRAWINGS. THE ARCHITECT'S REVIEW SHALL NOT BE CONSTRUED AS AN FROM THE WORK AREAS AT THE END OF EACH WORKING DAY. 22'. DEFINITIONS WITH THESE DRAWINGS. INDICATION THAT SUBMITTAL IS CORRECT OR SUITABLE NOR THAT WORK REPRE- "REMOVE"- MEANS TAKE DOWN AND DISPOSE OF THE DESIGNATED MATERIAL, 4. BEFORE ORDERING ANY MATERIAL DR DOING ANY WORK, EACH TRADE SHALL SEATED BY SUBMITTAL COMPLIES WITH THE DRAWINGS, EXCEPT AS TO MATTERS BE RESPONSIBLE FOR 'THE CORRECTNESS OF SAME. NO EXTRA CHARGE OR OF FINISH, COLOR, AND OTHER ESTHETIC MATTERS. ACTION NOTED ABOVE DOES b) ELECTRICAL CLOSETS, PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES ASSEMBLY OR OTHER INDICATED ITEM IN A LAWFUL MANNER, OFF THE SITE. COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL 9• FULL SIZE OR LARGE SCALE DETAILS OR DRAWINGS SHALL GOVERN SMALL AND SIMILAR SPACES WHICH ARE GENERALLY UNFINISHED SHALL BE CLEANED "SALVAGE"- MEANS DISASSEMBLE, DISMOUNT AND STORE ITEMS TO BE REMOVED DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DIS- SCALE DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY. DETAILS OR CONDI- NOT RELIEVE THE CONTRACTOR FROM REPDNSIBILITY TO COORDINATE ALL TRADES AND LEFT FREE FROM RUBBISH, LOOSE PLASTER; MORTAR DRIPPINGS, EXTRANEOUS FOR REUSE IN THE WORK OR TRANSFER TO THE OWNER IN AN AREA DESIGNATED CREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS WHICH MAY BE TIONS INDICATED FOR A PORTION OF THE WORK BUT NOT CARRIED OUT FULLY AND TO CHECK QUANTITIES AND DIMENSIONS AGAINST CONDITIONS IN THE FIELD. CONSTRUCTION MATERIALS, DIRT AND DUST. BY THE OWNER. FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION AND FOR OTHER PORTIONS SHALL APPLY THROUGHOUT TO ALL SIMILAR PORTIONS CONTRACTORS AND ENGINEERS SHALL ASSUME RESPONSIBILITY FOR ALL ERRORS "MATCH"- MEANS TO PROVIDE AND INSTALL NEW MATERIALS, ASSEMBLIES OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. EXCEPT AS OTHERWISE SPECIFICALLY NOTED. IN EVERY CASE A MORE EXPENSIVE ON THEIR DRAWINGS. (SUBMIT TWO COPIES EACH.) c) CARE SHALL BE TAKEN BY WORKMEN NOT TO MARK, SOIL, OR OTHERWISE PRODUCTS MATCHING THE REFERENCED EXISTING MATERIAL, ASSEMBLY OR ITEM OR METHOD SHALL BE ASSUMED OVER A LESS EXPENSIVE ONE AND DIM- DEFACE FINISHED SURFACES. IN THE EVENT THAT FINISHED SURFACES BECOME PRODUCT 'COMPLETELY, INCLUDING ACCESSORIES, COLORS AND FINISHES. WHEN 5. ALL OF THE ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE COMPLI- ENSIGNS SHALL BE FIGURED RATHER THAN DETERMINED BY RULE OR SCALE. 15. ALL MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS CONTRACT SHALL DEFACED,,CLEAN AND RESTORE SUCH SURFACES TO THEIR ORIGINAL CONDITION. MATCHING IS REQUIRED, THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE MENTARY AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED BE NEW AND OF THE BEST QUALITY OF KINDS SPECIFIED. ALL SUBJECT TO THE REQUIRED MATERIALS FOR APPROVAL. FOR BY ALL; ANY WORK SHOWN OR REFERRED TO ON ANY ONE DRAWING 10. THE PROJECT HAS BEEN DESIGNED AND DETAILED FOR THE SPECIFIC MATER- APPROVAL OF THE ARCHITECT. THE USE OF OLD OR SECOND-HAND MATERIALS IS d) CLEAN UP IMMEDIATELY UPON COMPLETION OF EACH TRADE'S WORK. SHALL BE PROVIDED AS THOUGH SHOWN ON ALL DRAWINGS. WHENEVER AN ITEM IALS AND EQUIPMENT SPECIFIED. NO SUBSTITUTIONS SHALL BE MADE WITHOUT STRICTLY FORBIDDEN. THE CONTRACTOR SHALL, IF REQUIRED, FURNISH SATIS- 23. CONSTRUCTION SHALL NOT BE PERFORMED UNTIL SCHEDULE OF OPERATIONS IS SPECIFIED AND/OR SHOWN ON THE DRAWINGS BY DETAIL OR REFERENCE IT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. IF THE SPECIFIED MATERIAL FACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND WORK e) CLEAN AREAS OF THE BUILDING IN WHICH PAINTING AND FINISHING WORK HAS BEEN FORMULATED JOINTLY BY THE CONTRACTOR, THE OWNER AND THE SHALL BE CONSIDERED TYPICAL FOR OTHER ITEMS WHICH ARE OBVIOUSLY IN- IS NOT AVAILABLE, THE CONTRACTOR SHALL PROPOSE AN ALTERNATE MATERIAL MANSHIP. MATERIALS SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S IS TO BE PERFORMED JUST PRIOR TO THE START OF THIS WORK, AND MAINTAIN ARCHITECT. TENDED TO BE THE SAME EVEN THOUGH NOT SO DESIGNATED OR SPECIFICALLY AND SHALL PROVIDE DRAWINGS, SAMPLES, SPECIFICATIONS, MANUFACTURER'S PRINTED INSTRUCTIONS, UPON REQUEST, THE MANUFACTURER'S REPRESENTATIVE THESE AREAS IN SATISFACTORY CONDITION FOR PAINTING AND FINISHING. NAMED BUT DO SERVE THE SAME FUNCTION. LITERATURE, PERFORMANCE DATA, ETC:. IN ORDER THAT THE ARCHITECT CAN SHALL GO TO THE SITE AND INSTRUCT THE MECHANICS IN THE USE OF THE EVALUATE THE PROPOSED SUBSTITUTION. IF THE SUBSTITUTION AFFECTS A MATERIALS OR SHALL SUPERVISE THEIR USE. f) THIS CLEANING INCLUDES THE REMOVAL :OF TRASH AND RUBBISH FROM 24. ALL WORK SHALL BE SUBJECT TO FINAL INSPECTION BY THE ARCHITECT AND 6. THE WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR, EQUIP- CORRELATED FUNCTION, ADJACENT CONSTRUCTION, OR THE WORK OF ANY OTHER THESE AREAS, BROOM CLEANING OF FLOORS, THE REMOVAL OF ANY PLASTER, ACCEPTANCE BY THE OWNER, MENT, TOOLS, TRANSPORTATION, SUPPLIES, FEES, MATERIALS, AND SERVICES IN CONTRACTOR OR TRADE, THE NECESSARY CHANGES AND MODIFICATIONS TO THE 16. FOR THE EXECUTION OF THE WORK TO BE PERFORMED UNDER THIS CONTRACT MORTAR, DUST AND OTHER EXTRANEOUS MATERIALS FROM FINISH SURFACES, ACCORDANCE' WITH THESE NOTES AND DRAWINGS AND PERFORMING ALL OPER- AFFECTED WORK SHALL BE ACCOMPLISHED BY THE; CONTRACTOR AT NO ADD- AND FOR THE MANUFACTURE OR TRANSPORTATION OF ANY OF THE MATERIALS OR INCLUDING BUT NOT LIMITED TO, MISCELLANEOUS METAL, WOODWORK, PLASTER, 25, ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER FINAL INSPECTION, ATIONS NECESSARY TO CONSTRUCT AND INSTALL COMPLETE AND IN SATISFACT- ITIONAL EXPENSE TO OWNER. NO REQUESTS FOR SUBSTITUTES WILL BE ENTER- APPLIANCES TO BE USED OR INSTALLED, THE CONTRACTOR SHALL EMPLOY ONLY 'GYPSUM DRYWALL, MASONRY, CONCRETE, MECHANICAL AND ELECTRICAL EQUIP- ALL DEFECTS DISCOVERED DURING THE GUARANTEE PERIOD SHALL BE REPAIRED CRY CONDITION THE VARIOUS MATERIALS AND EQUIPMENT AT THE LOCATIONS TAINED BY THE ARCHITECT DUE TO THE CONTRACTOR'S FAILURE TO ORDER SUCH LABOR THROUGHOUT AS WILL NOT INTERFERE WITH THE SPEEDY AND MENT, PIPING, DUCTWORK, CONDUIT, AND SURFACES VISIBLE AFTER PERMANENT TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. SHOWN. IT IS INTENDED THAT THE DRAWINGS INCLUDE EVERYTHING REQUISITE MATERIALS IN A TIMELY MANNER. UNINTERRUPTED COMPLETION OF THE PROJECT. ALL WORK SHALL BE DONE BY FIXTURE INDUCTION UNIT COVERS, GRILLES, REGISTERS AND OTHER SUCH FIXT- - AND NECESSARY TO FINISH THE ENTIRE WORK PROPERLY, NOTWITHSTANDING - MECHANICS SKILLED IN THEIR TRADE AND SHALL BE INSTALLED IN A ,NEAT AND URES OR DEVICES ARE IN PLACE. THE FACT THAT EVERY ITEM NECESSARILY INVOLVED MAY NOT BE SPECIFICALLY 11, THE STANDARD SPECIFICATIONS OF THE MANUFACTURERS APPROVED FOR USE WORKMANLIKE MANNER IN ACCORDANCE WITH THE BEST TRADE PRACTICES. MENTIONED OR SHOWN. ANY ITEM WHICH MAY BE REASONABLY CONSTRUED AS IN THE PROJECT ARE HEREBY MADE A PART OF THESE NOTES WITH THE SAME g) LEAVING ALL FIXTURES AND EQUIPMENT IN AN UNDAMAGED, BRIGHT, CLEAN SUB-CONTRACTOR NOTE: INCIDENTAL TO THE PROPER AND SATISFACTORY COMPLETION OF THE WORK IN FORCE AND EFFECT AS THOUGH HEREIN WRITTEN OUT IN FULL, EXCEPT THAT 17. ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAW- POLISHED CONDITION. ACCORDANCE WITH THE INTENT OF THESE NOTES AND DRAWINGS IS HEREBY WHEREVER THE DRAWINGS REQUIRE HEAVIER MEMBERS, BETTER QUALITY MATER- INGS AND SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED BY THE CONTRACTOR AT HIS OWN EXPENSE, AND THE SAME SHALL BE REPLACED FOR THE PURPOSES OF THIS O INCLUDE A DEFINITION OF "CONTRACTOR" INCLUDED. ;ALS OR ARE OTHERWISE MORE STRINGENT, THESE MORE STRINGENT REQUIR- h) CLEAN AND POLISH ALL HARDWARE, AND OTHER METAL WORK. SHALL BE CONSTRUED TO ALSO INCLUDE ALL SUB-CONTRACTORS AND EMENTS SHALL GOVERN. WITH OTHER MATERIALS OR WORK SATISFACTORY TO THE ARCHITECT. THE TRADES PEOPLE PERFORMING WORK DIRECTLY FOR THE OWNER. CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING THE WORK WHICH i) DO ALL OTHER CLEANING AS REQUIRED TO TURN THE BUILDING AND MAY BE DISTURBED. PREMISES OVER TO THE OWNER IN A SPOTLESS' AND ORDERLY CONDITION. AFvisrays ABBREVIATIONS SYMBOLS-MATERIALS SYMBOLS-DRAWING LIST OF DRAWINGS STRUCTURAL NOTES a9rE LIE5cRlRrf4v a EACH AT NST. JOIST RW=� 02/06/04 PERMIT SET AF.F. ABOVE FINISHED FLOOR JT. JOINT EARTH ,�, ELEVATION INDICATOR C-01 COVER SHEET AND NOTES 1) REFER TO BUILDING PLANS FOR DESIGN LOADS AND ADDITIONAL SPECIFICATIONS 4) STEEL ALUM. ALUMNUM LAV. LAVATORY a, ALL STEEL SHALL BE A36 UNLESS OTHERWISE NOTED OR SPECIFIED. MCH'T ARCHITECT LOC. LOCATION °WAW A-01 SITE PLAN AND DRYWELL DETAILS Bp, BOARD L.P., LOW POINT BUILDING SECTION INDICATOR 2) THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING b. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60 MINIMUM BIDC. &UILDINC ANAs. MMOMTr O 0- GRAVEL � *N0 A-02 GROUND FLOOR/SECOND FLOOR/ROOF REMOVAL PLAN AS REQUIRED FOR ALL STRUCTURAL INSTALLATION AND REMOVAL TASKS AND SHALL (ASTM A-432) DEFORMED BARS. SLK. BLOCK MAT. MATERIAL HAVE SOLE RESPONSIBILITY FOR ALL DAMAGE OR INJURIES CAUSED BY c. ALL CONCRETE REINFORCING SHALL BE; WELL DETAILED, CAREFULLY gEPED ARpAf BLK'G BLOCKING MAX. MAXIMUM 106 SECTION INDICATOR A-03 PROPOSED FOUNDATION PLAN AND DETAIL THIS WORK AND SHALL REPAIR ALL DEFECTS AT HIS EXPENSE. PLACED, RIGIDLY SUPPORTED, WELL TIED WITH BAR SUPPORTS, AND 1. �IEVIN r Boy. BOTTOM MECH. MECHANICAL REIN. CONCRETE CAR, CABINET MTL. MET& -. SPACED IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE CEM. CEMENT MIN, MINIMUM 1 ••- A-D4 PROPOSED GROUND FLOOR PLAN AND DETAILS CMU CONCRETE MASONRY UNIT M.O. MASONRY OPENING e4, DETAIL INDICATOR 3) WOOD (ACI 315-65) CPT CARPET MTD. MOUNTED ® PLYWOOD -•••••- A-05 PROPOSED SECOND FLOOR PLAN AND DOOR/WINDOW SCHEDULES a. ALL LUMBER USED FOR CEILING JOISTS, FLOOR JOISTS, RAFTERS, HEADERS, C.T. CERAMIC TLE NAT. NATURAL i AND BEAMS SHALL BE DOUGLAS FIR, NO. 1 GRADE OR BETTER WITH 5) CONCRETE C.HT. CEILING HEIGHT N.I.C. NOT IN CONTRACT C[G. CEILING NO. NUMBER q COLUMN LINE INDICATOR A-05.5 PROPOSED SECOND FLOOR AND PORCH FLOOR AND FB - 1000 PSI. MIN. AND E - 1,700,000 PSI. MIN. a. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH P5365=` Qr CL CLOSET Nas. NOT To SCALE �,® WOOD FINISHED CEILING FRAMING PLAN b. ALL PRESSURE TREATED LUMBER SHALL HAVE FB - 1000 PSI. MIN. AND OF 3,500 PSI AT 28 DAYS. TF y0 COL. COLUMN D.C. ON CENTER E - 1,700,OOD PSI. MIN. b. ALL CONCRETE SHALL BE AIR ENTRAINED NOT LESS THAN 57. AND �F Nfl`N GONG CONCRETE OPG. OPENING X'-X" A-O6 PROPOSED ROOF PLAN CONST CONSTRUCTION PMT. PARTITION ® WOOD BLOCKING c, ALL OTHER LUMBER USED FOR STRUCTURAL APPLICATIONS SHALL BE NOT MORE THAN 7Z BY VOLUME OF CONCRETE. CONTR. CONTRACTOR PLYWD. PLYWOOD �� DIMENSION LINE DOUGLAS FIR, N0. 2 GRADE OR BETTER WITH FB - 900 PSI. MIN. AND c. CEMENT RATIO SHALL COMPLY WITH ACI 318 © COPYRIGHT 1003 DET. DETAIL P.S.I. POUNDS PER SQUARE MCH A-06.5 PROPOSED ROOF FRAMING PLAN DIA, DIAMETER R STAR RISER ® E - 1,600,000 PSI. MIN. UNLESS OTHERWISE NOTED. DIM. DIMENSION REF. REFRIGERATOR/REFERENCE CONCRETE BLOCK ELEVATION INDICATOR A-07 EXTERIOR ELEVATIONS -SOUTH- AND -NORTH- d. PROVIDE 2 INCH MIN. CLEARANCE BETWEEN COMBUSTIBLE STRUCTURAL 6) FOOTINGS '�''FCr A4W ON DOWN REG'S REGULATIONS OWc(sN DRAWING(S) REG-S REINFORCING A-08 EXTERIOR ELEVATIONS -EAST- AND -WEST- AND FRAMING DETAILS MEMBERS AND MASONRY CHIMNEY OR APPROVED METAL FLUES, a. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. MCCALL EA. EACH R.A. RETURN AIR © e. PROVIDE WOOD BRIDGING OR BLOCKING IN SOLID LUMBER ASSEMBLIES AT b. DO NOT INTERFERE WITH BEARING SPLAY OF EXISTING FOOTINGS. ELEC. ELECTRIC REWD. REQUIRED }, GYPSUM BOARD NORTH ARROW A-09 BUILDING SECTIONS 8 FEET ON CENTER MAXIMUM. c. CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT OF POOR SOIL RESIDENCE EXIST. ELEVATION RM ROOM CUTCHOGUE, NY EXIST. ExlsruNG SIM. SCHEDULE A-10 DOOR AND WINDOW DETAILS i. PROVIDE FIRE BLOCKING AS REQUIRED AT ALL WALLS, CEILINGS, AND OTHER CONDITIONS AND/ OR DAMAGED, DEFECTIVE OR SUSPECT FOUNDATION E.J. EXPANSION JOINT SECT. SECTION RIGID INSULATION �FTr.. SPACE/ROOM DESIGNATION CONCEALED SPACES. AND FOOTING CONDITIONS DISCOVERED FIN EXTERIORISHIFI SIM. SOLER --L.w• A-11 BATHROOM PLAN AND ELEVATION DETAILS FIN. FIXTURE MSHED SCWD Soup CORE wood DOOR 9. ALL INTERIOR STUD WALLS SHALL BE CONSTRUCTED OF 2 INCH BY 4 INCH FIXT. FIXTURE SPECS. SPECIFICATIONS Q DOOR NUMBER MEP-01 GROUND AND SECOND FLOOR MECHANICAL, WOOD STUDS AT 16 INCHES ON CENTER MAX. aw„�Crnn FL. FLOOR STD. STANDARD ® BATT INSULATION h. PROVIDE SOLID BLOCKING UNDER ALL PERPENDICULAR PARTITION WALLS F.R.G.W.B. FIRE RETMDENT GYPSUM STRUGT, STRUCTURAL O ELECTRICAL AND PLUMBING PLANS 030512 WALLBOARD SUSP. SUSPENDED WINDOW NUMBER AND DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. FT, FOOTRFEET SW TSWITCH OILET I. PROVIDE DOUBLE JOISTS, HEADERS AND TRIMMERS AT ALL FLOOR OPENINGS r'14E F.P. FIREPROOF T.E. TOILET EXHAUST ® STEEL, METAL III'''��� , COVER_ SHEET GA. FIREPROOF,SELF-CLOSING roc TONGUE 4 GROOVE AND STAIRS, UNLESS OTHERWISE NOTED. GA GUAM T.O.HITOP OF EXISTING DOOR 70 REMAIN AND NOTES OIL. GALVANIZED THIL THK:KNESS/THICK BRICK GL. GLASS TYP. TYPICAL a9TE G.W.B. GYPSUM WALLBOARD U.L. VNYL COMPOS LABORATORY PROPOSED BOOR GYP. GYPSUM VCT VMYL COMPOSITION IN TILE - MAY 2oO3 HCWD HOLLOW CORE WOOD DOOR VJ.F. VERIFY IN FELE HOOP HARDWARE W.LQ WALK IN CLOSET " HOWR HARDWARE W.C. WATEfl CLOSET CODE COMPLIANCE ENERGY CONSERVATION HVAC HEATING VENTILATION AND W/ WITH 5'C/$E AIR CONDITIONING W/o WITHOUTNOT T'0 SCALE HORIZ. HORIZOMAL WD. WOOD HT. HEIGHT W.H. WALL HUNG ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH. COUNTY: SUFFOLK' H.P. MH POINT , ALP, WEATHERPRIMF -BUILDING CODE OF NEW YORK STATE (2002) WINTER DESIGN DRY-BULB TEMP.: 11 INSUL. INSULATION W,R, WATER RESISTANT SUMMER DESIGN DRY-BULB TEMP,: 83 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIPB MH wWM WELDED WIRE MESH _RESIDENTIAL CODE OF NEW YORK STATE (2002) COINCIDENT WET-BULB TEMP.: 74 -ANSI/ AF&PA WOOD FRAME CONSTRUCTION MANUAL (2001) HEATING DEGREE DAYS 5750 SUBJECT TO DAMAGE FROM eJa MH - � DESIG KEY PARTITIONS T B REMOVED DIVISION OF ENVIRONMENTAL QUALITY (1995 AND SUBSEQUENT ADDENDA) ROFER TOBBUIIDING SECTIONS FOR SPECIFfC DESIGN 'R' VALUES L��D SPEED (MPH) CAT GORY WEATHERING NE TERMITE DECAY TEMPERATURE UINREQURYLD FLOOD Eaer. PB ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ( GROUND WIND SEISMIC WINTER ICE SHIELD -------------- -SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EDENT HAZARDS--------- -,ZONING EXISTING0 E cravvfnq AV -,ZONING CHAPTER 100 FROM CODE OF THE TOWN OF SOUTHOLp 45 PSF 120 " B ' SEVERE' ' 36" MODERATE SLIGHT 11 DEG, REQUIRED " AE - - / -NATIONAL BOARD OF FIRE UNDERWRITERS TO THE BEST OF R KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, TO TO PSe�aR - THE PROPOSED WORK HAS BEEN DESIGNED TO: HEAVY MODERATE '- PROPOSED -NATIONAL FIRE PROTECTIVE ASSOCIATION REQUIREMENTS - ' ENERGY CONSERVATION CODE OF NEW YORK STATE (2002) CHAPTER 5, -ALL OTHER FEDERAL, STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION RE N IAL NG ESIGN BY COMPONENT PERFORMANCE APPROACH. EXISTING TO REMAIN OVER THE WORK ,. I, PAT I BRENNAN N.Y.S. LIC. N0. 025365 raumga McCall C-Ol.Ggn O 11 OE _ Y BASED UPON SURVEY BY /rt<vlslays ' . STANLEY J. ISACSEN, JR'. �••,*�•_'"_' P.O. BOX 294 - NEW SUFFOLK, NY 11956 - 02/06/04 PERMIT SETT ` 4 3 4 . 0 / r _.._••�^��'_. �•._.. , fI 1631-7,34-5835 / r M 0 ALL ,�.�-•-•c""'°�'�`�»w J ELEVATIONS REFERENCE 1929 NGVD - ..._.._.._.._.._..r.._. _ _.._. \ � � NOTE: INIS THE BEST INFORMATION' CONCERNING r ° 1 9 / 0 011 °� • '�i EXISTING AND PROPOSED SITE CONDITIONS IN THE n � i �' POS OURS OF THE OWNER BUT THE OWNER. AND N 84 g '. f OWNER'S AUTHORIZED REPRESENTATIVES ASSUME NO RESPONSIBILITY FOR THE CORRECTNESS OF - , I i �f REPRESENTATIONS RREGARDINGT HFACTUAL SITE � _,._. � I � '� �� � � � � \ CONDITIONS THAT MAY EXIST. PIPE FOUND ................. •._••_ _ \ JI f V TAX MAP NUMBER _ 1000-116-01-05 I m j Cb ^ ! ZONING A-C EXISTING PROPOSED LLJ If - W r i 1�1° °0. ! `y "'F' i / d ' _ i� A-) MINIMUM REQUIREMENTS: X i GO 1 ox EXISTING COT,7AGE ff. AI LOT SIZE (SQ FT) 80,000 54,609 NO CHANGE i a; 1 TO REMAIN / 1 w LOT WIDTH (FT) 175 480'-6" NO CHANGE - `v ' LOT DEPTH (FT) 250 384'-6" NO CHANGE - . _ _ _ • \ FRONT YARD (FT) 60 172' 7" 162' 10" ' 1 i -•--r- - /1 SIDE YARD (FT) 20 49'-7 ' 21' 10' i r 1 /• "-_-h __- N V / BOTH SIDE YARDS (FT) 45ro 343' 1 315' 4" ' 1 ', 1 6 •^"'�•-�-- w � REAR YARD (FT) 75 110'-3' 88'-11' 0 / / `S 1ST ELL ING NIT 23 0 LIVABLE FLOOR AREA (SO FT 850 2,227 2,837 6„ ROP DT O MAXIMUM PERMITTED DIMENSIONS; \ (PRp3„ PROPO4£D LOT COVERAGE (%7 20 1.8 2.6 FIELDSTONE 2g PND P OSE f. 1 r PATH, \5S\NO EXIOING STOOP TO BE REPLACED WITH �y Q - - UI)fE'NCLOSED PORCH BUILDING HEIGHT (FT) 35 16 NO CHANGE O 49'-7„ i f, OP S�E'D I - / NUMBER OF STORIES 2%2 11/2 2 TWO STORYi ELEV' - l (21-10^ 7 / 1 GA,)3gGE-T-F 10.21 ELEV• r\� 25 0, O , _ /. 510E SITE WORK SPECIFICATIONS 10.54 O REMOVE EXISTING �i,�' i � ai � �r �s � / � - � - - � _ - S6T8 l ' TREE '. -� ;<y ,F� „f / ' , _ 1. PROVIDE PROTECTIONS NECESSARY TO PREVENT CO DAMAGE TO EXISTING IMPROVEMENTS. PROTECT PORTION OF '1 FF ,EXIST[ G GROUND( ,, Q�/ / - � <T IMPROVEMENTS ON ADJOINING PROPERTIES AND ON t /T� ELEV: 3,,FLOOf+N TO REMAIN(- , / OWNER'S PROPERTY. RESTORE DAMAGED IMPROVE- EXISTING t .1'w 1 1 I,� I g•84WITFT PROPOSED - , '�; / A N MENTS TO THEIR ORIGINAL CONDITION, AS DRIVEWAY 7 :{ ",r\_ > ALFERATIONS TO �'` o ACCEPTABLE TO PROPERTY OWNERS. TO BE REMOVED t `�� PROPOSED DRYWELL 1 '� 'p '-'-'"- .� _ f 2. PROTECT EXISTING TREES AND OTHER VEGETATION ,-,' ' /�� �Q� INDICATED RE REMAIN IN PLACE AGAINST S SKINNING PROPOSED ROEWA D PERVIOUS it / 1,{• ' o i CUTTING BREAKING OR SKINNING OF ROOTS SKINNING t t i'. Q SAL T V.I E_AD 0 W Lfl OR BRUISING OF BARK SMOTHERING OF TREES BY ti I ; c a� . i'�� o, } STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED s 1J 1 M Q / _ i MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY EXISTING TREE 7 1 = �_ r f OQ/� GUARDS TO PROTECT TREES AND VEGETATION TO BE TO REMAIN (TYP.) „ / +1 / F9•Q„ i `V LEFT STANDING. 3. REMOVE IRMPRbVEMENT§ORS OBSTRUCTIONS AS REQUIRED Tb PERMIT INSTALLATION OF NEW PORTION OF /' J. i/ A ELEV 6g, CONSTRUCTION. EXISTING i 1 10.21 7•.� PROPOSED /� "u DRIVEWAY i �p Ss, F$/S DRYWELL 2 4. STRIP TOPSOIL TO WHATEVER DEPTHS TO REMAIN 'PROPOSED Tj ' � ENCOUNTERED IN A MANNER TO PREVENT INTER- ' /PROPOSED ROA �” '1'C� �• MINGLING WITH UNDERLYING SUBSOIL OR OTHER PATH OSE'pV �� .� ! SIBTE FOIRNFUTMATERIAL STOCKPILE TOPSOIL ON tt i RE USE. POIRCH TO Qi 5. REMOVE HEAVY GROWTHS OF GRASST BEES BE REPLACE % AREA� BEFORE STRIPPING, WHERE Q i i .Q - f ARIN EI DEATED DRIPMAN,SEAVETO PEXIS EXISTING TOPSOIL t PROPOSED _ TO ROOT SYSTEM. PATRICK O t / PORCHLOSED _ - - _ 1 ! 6. COMPLETLY REMOVE STUMPS ROOTS AND OTHER B R E N N P;N DEBRIS PROTRUDING THROUGH GROUND SURFACE. ® Y FILL DEPRESSIONS CAUSED BY CLEARING OPERATIONS ARC ITEC T / % • , WITH SATISFACTORY SOIL MATERIAL. o ff SPED AgChi - 7. REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE \�� µEVIN > % /�' IMPROVEMENTS AS NECESSARY TO FACILITATE NEWO, t i ARE A = 3 . 549' ACRES .f CONSTRUCTION. SAW-CUT EDGES OF EXISTING PAVEMENT ¢ Q� , z c ` co WHERE REQUIRED. CO ( 154 , 609 . 07' �`� • F ' / B. LOCATE AND VERIFY LOCATION OF ALL UTILITIES PRIOR 20'-01 % E� g 25 -0" / TO COMMENCING WORK. DO NOT INTERRUPT EXISTING �, Q w SIDE YARD QC UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER 25365' JO SETgACA D j F o /// " - - � SETBACK EXCEPT WHEN PERMITTED IN WRITING BY THE ARCHITECT TREET f Ln AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY WE YOM Vail o / - SERVICES HAVE BEEN PROVIDED. PROVIDE A MINIMUM OF 2 zn.�eueiaa 48 HOURS NOTICE TO THE ARCHITECT AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING t O ! ANY UTILITY.000RDINATE WITH UTILITY COMPANIES TO © COPYRIGHT 2003 SHUT OFF SERVICES IF LINES ARE ALIVE, / _ 1 9. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS IL WITH SUITABLE BEARING OR t WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FOOT UNTIL SAITSFACTORY SO MCCALL OA E UNIFORMLYGPACITY IS RADEAREAS CE A SMOOTH SURFACE, CURCHIOGUEENY' FREE FROM IRREGULAR SURFACE CHANGES. PROVIDE A ' t •� ------ SMOOTH TRANSITION BETWEEN EXISTING ADJACENT GRADES AND NEW GRADES. CUT OUT SOFT SPOTS FILL _ m I n.-) REQUIRED SURVACEINTOLERANCESS TO CONFORM 7br AV w v, j -o o cu o BUILDINGS AND TO TPREVENTT PONDING.AWAY FROM — 030512 f ® I o f` 12. SEED DAMAGED AND GRADED AREAS. PROTECT rrrz�, `D > SEEDED AREAS FROM EROSION AND TRAFFIC. WATER AND �t 1 0 _ MANTAN SEEDED AREAS UNTIL GRASS HAS GERMINATED. AND SITE .PLAN i CYLINDRICAL CONCRETE FINISHED DRYWELL DETAILS PIPE t ( CONCRETE COVER GRADE SET 11 DRYWELL o MAY 2003' Ua._.._.. .._.._ ._.._.._.../Q.._.._.._.._.._.._.._.._.._.._.._ ._.._.._.._.._.._.._.._.._ ._.. j_..�................. ._.._..�.._.._»_.._ » _ \ \ 20" MIN. ' /� N 8 7 ° 5 / Q '/ W AS ;NOTED 54 "� rCl D STAKE SET 1z14 4FStG1E77 @Y. P8,MH Q ti ;g Q NEW SUFFOLK AVE . NLET ❑ D @Y. MH /03� Op PITCH I ti :�U"' Ca: %":12" P6 % y :u12o Id G7,LCA'ED @Yk �.W p U to 2 DRYWELL SECTION DETAIL osgyrncAn k. SCALE,rA . p-0" - + DRYWELL SPECIFICATIONS: (TYP.) T , O ' s PLAN 'jo - 8x8" ROUND FLAT, CONC. DRYWELL -COVER 1 SITE SCALE, 1n . 20,..0. O - 8' x 2' x600 GAL. ROUND CONC. DRYWELL Orawin9s cCall A-01 d9n 2/3/200A 11:2 :21 AM - BUILDING PERMIT EXAMINER CHECKLIST APPLICANT: C DATE REVIEWED: ( �04 DATE SUBMITTED: tQ04 SCTM#DISTRICT: 1,000, SECTION: I Ic-, _, BLOCK: � LOT: SUBDIVISION: tp/A ADDRESS:k) I ���' ;� ITY.AO ZONING DISTRICT: A"c CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , pNF0 SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN-1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: �Ok ACT. LOT SIZE: , 3- REQ. LOT COV. , ACT. LOT CO REQ. FRONT do PROP. FRONT SIDEA REQ. �� � PROP. REAR - �.�— CT. SIDE REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: A� S.F� ESTIMATED PROJECT COST: =C /ENGINEER: _ WATER FRONT? -- DESCRIPTION '� BULKHEAD? �� x � .PANEL # FLOOD ZONE: AES No DISTANCE? :pr RED SUFFOLK COUNTY HEALTH S DT / / PERMIT#: TOWN SEPTIC RECEIPT: Y N P : ow NEW YORK STATE DEC: rRE- c 9nn DTE: V / / pERMIT#:SOUTHOLD TOWN TRUSTEES: DTE: Q 2Z/ PERMIT#: TOWN ZONING BOARD APPROVAL: YEDTE: _/ /_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAG ES O NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: (, SF SECOND FLOOR: Gila SF OTHER: 7$ SF G4f-lf6e" * • I IT OTHER TOTAL TOTAL: 2 ( SF FEE FEE FEE so �—SF)- ( _SF)= �a,r SFX$ •3b _$ 30 +$1 V +$ _$ 3 20 (__-_-_--SF)- (—SF)= SFX$ _$ +$ +$ G� P _$ If0 �—--SF)- L____--SF)= SF X$ _$ +$ +$ =$ FINAL TOTAL: lno,63y NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: / Ground Snow Load:45 / Wind Speed: 120MPH Seismic Design Category:B �✓ t Weathering: Severe Frost Depth: 36" Termi .. M-H Decay: S-M �,/ )esign Temp: 11 Ice Shield Underlay:YES Flood Hazards. USE/OCCUPANCY CLASSIFICATION: ✓ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: J DESIGN CRITERIA: ENGINEERED CRIP wG� FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALLS S:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOO JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: DESIGN LOAD CALCULATIO S: Y/N LIVE:Y/N DEAD:Y/N SZ Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHE LE: MISSLE TEST RE IREMENTS: Y/N EGRESS 5.7 S.F.• /N LIGHT 8%: Y VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRES/PTECTION 3. PLUMBING RISER /N LOCATION OF FIREQUIPMENT: Y/N TRUSS DESIGN: Y CERTIFICATION: Y/N ENERGY CALCS: TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) REMOVE SHED ROOF REMOVE GUTTER REMOVE SHED DORMER REMOVE GABLE END IN ENTIRETY IN ENTIRETY ROOF IN ENTIRETY "I ROOF IN ENTIRETY REMOVE FLAT ROOF MEMBRANE (SHEATHING, JOISTS, AND CEILING TO REMAIN) r? I Si' _ REMOVE, WOOD RAILING IN ENTIRETY "I`- N 1- , I-------- --- \ ' 'in.�+�,Rt\�`1?'..V; `,��a` ^'< ��?. – Y : : r, " i?i � \ hrs. ✓ v..W \ . ,y:� / !i /" �,//// \\V,�` IN jl ROOF TORRE AINF(REMOVE '� REMOVE HIP ROOF 'AND "? ASPHALT SHINGLES AND "I CEILING IN ENTIRETY FELT PAPER) s REMOVE PORTION OF GABLE END ROOF - REMOVE PORTION OF ---- ---- – -- – ---�–t ' ' / ",iI GABLE END ROOF REMOVE GABLE END DORMER w 'r ROOF IN ENTIRETY �/ /r \Sn } � ' +n{i v 'F t + "i REMOVE GUTTER r Fi M_ = Hf 1 y. �� y .r yx..7`+".{w z.,�.?'oayi '✓ ''4\L " r Y ''k IN ENTIRETY r-,-ROOF REMOVAL/PROTECTION PLAN h - REMOVE GABLE END Spee: VV • f-WI O REMOVE SHED ROOF IN ENTIRETY ROOF IN ENTIRETY I 1 I I REMOVE EXTERIOR AND INTERIOR WALLS IN ENTIRETY REMOVE PORTION"I OF WALL PORTION OF WALL " FB—ATHI TO REMAIN ". � REMOVE WALL FINISH (EXTERIOR WALL ONLY) REMOVE EXTERIOR CLADDING IN ENTIRETY BEDRO M I, ' REMOVE FINISH FLOOR 1 HALL IN ENTIRETY JOISTS OOR BEDROOM AND FLOOR JOISTS TO REMAIN) (' DN —'------- -------- STAIRS -- -- �. 1 STAIRS TO REMAIN ^ PORTION OF WALL REMOVE WALL FINISH ---',— TO REMAIN r SECOND FLOOR REMOVAL/PROTECTION PLAN O REMOVE WALL FINISH REMOVE WINDOWS AND REMOVE CONCRETE, WOOD, AND BRICK PORTION OF WALL STOOP IN ENTIRETY �_ _ EXISTING WINDOW WELLS AND CELLAR ENTRANCE EXISTING DOOR TO REMAIN TO REMAIN _--- EXISTING WOOD STOOP EXISTING FINISii FLOOR IN r h TO REMAIN MUD ROOM TO REMAIN REMOVE WINDOW AND PORTION OF WALL EXISTING DOOR /G TO REMAIN REMOVE WINDOW _ EXISTING WINDOW O REMAIN EMNN MU -I REMOVE EXTERIOR 1. ROOM SHEATHING, ON , TWO WALLS: __1 ONLY FAMIL OOM REMOVE WALL FINISH EXISTING WINDOW BATH IN SUN ROOM TO REMAIN EXISTING (ONE WALL ONLY) TO REMAIN EXISTING WINDOW _ TO REMAIN EXISTING ///"""���EXISTING FLOOR EXISTING TO REMAIN SUN RO M NTO REMAIN -TO REMAIN KITCHE CL ( REMOVE DOORS AND REMOVE WINDOW I I G PORTION OF WALL EXISTING ` REMOVE EXTERIOR NTO REMAIN HAL CLADDING . IN ENTIRETY EXISTING �TO REMAIN DN EXISTING TO REMAIN " REMOVE WINDOW AND PORTION OF WALL REMOVAL/PROTECTION NOTES: LIVING B DROOM EXISTING MASONRY CHIMNEY TO REMNN I ROOM EXISTING STAIR i. PROVIDE ADEQUATE PROTECTION AGAINST EXISTING WINDOW TO REMAIN _REMOVE WINDOWS AND MOISTURE, THERMAL, AND IMPACT DAMAGE TO REMAIN PORTION OF WALL FOR ALL SURFACES THAT ARE TO REMAIN. I 2. PROVIDE ADEQUATE PROTECTION FOR ALL VEGETATION TO REMAIN. 3. REMOVE ALL EXTERIOR CLADDING MATERIAL AND FELT PAPER. UP 4. REMOVE ALL GUTTERS, SOFFITS, FASCIAS, —� - AND TRIM. ENTRY I 1 5, REMOVE ALL REDUNDANT AND OBSOLETE EXISTING ELECTRICAL, MECHANICAL, AND PLUMBING TO REMNN EQUIPMENT AS REQUIRED. EXISTING DOOR TO REMNN 6, REMOVE STOOPS OR PORCHES IN THEIR -- -- ENTIRETY, INCLUDING -FOUNDATIONS, (UNLESS OTHERWISE NOTED). REMOVE CONCRETE AND WOOD 7. DO NOT REMOVE ANY WALL OR OTHER STOOP IN ENTIRETY "" )' f i, I,� � "' SUPPORT WITHOUT PROVIDING TEMPORARY SHORING THAT WILL SAFELY SUPPORT THE REMOVE EXTERIOR REMAINING STRUCTURE: CLADDING IN ENTIRETY GROUND' FLOOR ."REMOVAL/PROTECTION PLAN r r g ��loz , o =um)� � u ° � � > F9 _q � O v vo 0 0„ oo� m m m x .rp - ry ro�m c„ czar "HN�a �o Z D v _ o aO N mmr $ � aR 1� b RIZD0 z .. N s � z � N (n I _ .,. m �i�. 7 .: , :, e,r. . ,, r ,r r. 1 .r .. a r .. .M .,. ir4 rx 'w ,.. l ., r , ,. .'v1 , , i , . a „ L.. 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PERMANENT � � _ T AO ALL GLAZED DOORS, LE AND RY, TO HAVE LATED 1 seise'/." • r-o° - - - I _ „' UNIT TYPE' rPROVIDE COLOR BIS TO BERASS EAST HIITETE HARDWTARE'A AS SUPPLIED BYU"ANDERSONE CORPORATION" FOR ", : � � � Tf PR1.QPO$ED 1. E�O+1 D`, '1 '+�� cH A: FLOQR' PLAN - - S AND -F 057, wwwsl impsondabr.co ND DOORIwl D "O l I : - - - - _ - - , DENOTES MULLED SET "SIMPSON WINDOWS ANY" 1 800-952-4 m „ - 1„ !FREBLOCKING , NOTES• , . OR COMP "N " �u "9 PSON 00 ` COMPANY" 1-800-9,52-4057, wwwsitnpsandoar.com :- "NORTHWEST DOOR INC."INC " www nwdusD cam y UIS ... 'r I °''' , , INTERIOR DOORS E''MXNUFACTURED BY IM D R h" • a „ TY: ' DESC IPTION' ' MODEL NUMBER FRAME_ DIMENSION 'LIGHT AIR NOTE 1. FIRE84OCKING IN FLOOR CONSTRUCTION a4wi ' `H Q '.,a INTI r , AARR R _ERIOR- DOOR SGtiDULE - LOCKSETS AND:-KNQBSETS ¢tRE 'TO BE ,BRIGHT BRASS'„ TROS", AS MANUFACTURED BY.:y-.WEISER LOCK, www.welserlock,com SYM: Q - fS.F.7 (S,F.) : SHALL B€ 2" NOMINAL THICKM€S9 _ - ,, -'MA�• '�QOp „ •, ,- 1 :' ' r " " ., ',A 10 DOUBLE HUNG - 'TW". ' 852'. 2'-9 e" x 5'-4 s" 10.48 . '5.88 ,EMERGENCY,.EGRESS WINDOW F,RAMING,LUMBER. Z , p ': " " ' - ` J'�., - - s ,I _ r .1 ERGENCY ' EGRESS WINDOW . . F '"` O' KN �aI Eaves ATT 5 ' "D 'TI -�! .Y� . ' , , :-' - B 8. DOUBLE: .-:; :T;W:3,046', 3'-t/e x 4' 8/e 10.315)3' EM . -2. IRRBL C I, C N ✓C . A!4 px:' ,I " I'" s�F - 1 . - .: : - - : -: _ _ 0 - _ CQNCFjALED'CEILING SPAC€S.SRAU:Y76E , la;:�tl '� a '" ' - D ER DIMENSION TYPE', LOCKSET: TYPE FUNCTION QTY. HINGE :,, ' > QTY. NOTE "' 'ONE,THICK Ess,oF: 2 z" WOOD' „� `'" NO. ©T.Y.: DESGRIPTIDN M0 £L NUMB _ , , C 17 .DOUBLE,HUNG .. TW, 2436' 2' 5/e" x,3' 8/e" 5'.73 3.3 �4 1. '•, " - 1- , '^" - - SS TCH, .' 1 . . 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R£RI .. `�.', _ _ , r 1 .' 00.: F H' 80611 ASL 7 17 x 6 :10/a 16.64 2'7.95 INSWING.^ STATIONARY, A T , 5T 7 N IF H _ , ;l'• NOTED, �LErYA ION .PJ?hR .:, : .1111 _ - : - - -,, �,- ';.,I' 1 :; ..fNREE,PANEL,F{WG,E,D P,ATI, .:,p R.,: W„ S , e _ . „ I ::I rr_, - AND.:ARE"PROV D€D 'FOR ESTIMATING ': f; i�,99W'f 4r" t :.: 1.8,1 '- al,:.Y IN ,ERI I `CYLINDER " P 11xAG.,Y 'ILOCK .. .1, :^" R;ASS ALTO -'SrC BUTT:; 2 _ - 1, . 7 1. INTERIOR:;PANEL. REDhPR,ME- 805,,,5 2. 6. 6, .T. . .,: - " - .t:; .G. '_ „ 1n q5" MANU. BY :-'51MP$ON r DOOR:. COMPANY 'F. 1 .J `. , �f -. aa'.IJ... . , . ' , : 1 "". a '. . - ' , ;. ,.I :'<' . .q ENT`RANGE:,DOOF3 t,- _. ., .,Ir, '-YLIEWSAVER' 7662 2 8 x. 6 �8 _ :':PURPOSES ONLY. ,:,�; .. '.�:, ,,,; a I_ 1, - - ---^-nr 1'. ,BRA$5 ,PLT„D STL. BUTT 2, - - B .-.1 F_ LAT PANEL SMFplDlr ., .3 O 176 8. CLOSET DUMMY - : ,_ ANU. BY _. . - " , � , , ': . .: I ,. v. 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' 5 �F,VIN '_ _ - ��___ ir- - -L-_ I 025365 yC SECOND FLOOR AND PORCH CEILING FRAMING DIAGRAM --" -- BEAM- DOUBLE z x10"WITH 7 cbX aLYwooD FLITCH PLATE - - -"-"- 9rF NEW YOR 2 YORK 0011 COPYRIGHT 2003 � m f PRO�L'T AWaE x 1 McCALL RESIDENCE NOTE z fl CUTCHOGUE, NY P.T. FLOOR JOIST SPECIFICATION OF STRUCTURAL ELEMENTS -� 2"x B" Q 16" o.c. SHALL NOT BE CONSIDERED EXHAUSTIVE. I" W 11X P.T. STAIR STRINGER P.T. FLOOR JOIST STRUCTURAL ELEMENTS NOT SPECIFICALLY o Iitll'LN 2"x12" 0 16" o.c. 2"x6" Q 16" o.c. PRO..ECT Av DETAILED BUT NECESSARY SHALL BE 030512 03305512 ENGINEERED, PROVIDED AND INSTALLED IN ACCORDANCE WITH BUILDING CODEfo TITLE REQUIREMENTS AND GENERALLY ACCEPTED a fp x GOOD ENGINEERING AND BUILDING �„ N PROPOSED SECOND PRACTICE. �'� w FLOOR AND CONNECTOR NOTES: fl= 2"x12" 16" _,�ho PORCH FLOOR � P.T. STAIR STRINGER 1 a DOUBLE _ I� p AND CEILING . -- - 1. ALL STEEL CONNECTORS SHALL BE MANUFACTURED BY �'- m Alp FRAMING PLAN "SIMPSON-STRONG TIE" AND INSTALLED IN ACCORDANCE WITH CW7E' MANUFACTURER'S SPECIFICATIONS. �� FLUSH HEADER- QUADRUPLE P.T. 2"x8" ��� N "; MAY 2003, 2, PROVIDE SPECIFIC CONNECTORS AS INDICATED ON DRAWINGS, ' I'w "—"--- -- --- �'�d Ld rix sCaLE --R NOT TO SCALE 3. PROVIDE ADDITIONAL CONNECTORS, INCLUDING JOIST AND BEAM �- ----- HANGERS AND STRAP TIES AS REQUIRED BY FRAMING CONDITIONS. -- --1 P.T LEDGER - SINGLE 2"x8" i J �-�j PB MH o I I I I i , � FIREBLOCKING NOTES By MH ENGINEERED LUMBER NOTES: ' P.T. FLOOR JOIST ALL FLOOR JOIST, RIM BOARD„LVI, AND PSL ENGINEERED P.T. STAIR STRINGER m 2"x8" R 16" o.c. ��. 1. FIREBLOCKING IN FLOOR' CONSTRUCTION LUMBER SHALL BE AS. MANUFACTURED BY 2"x12' & 16" o c p i !, SHALL BE 2"'NOMINAL THICKNESS CAL�CA'Ep BY.. PB o f FRAMING LUMBER. TRU _ .-_.1.T5T_.. ___....^-_ ONE THICK , JOIST _ -- _ 2 FIREBLO WOOD 200SE, MALLARD DRIVE, BOISE, IDAHO 83706 IYI CKING IN EAVES, ATTICS, AND QR�9YIAG Af9: (TEL) 800.628.3997 � � I � _ �., � � CONCEALEDTHICKNESS SPACES SHALL BE ' 1, LVL SHALL BE 1.9E MICROLLAM LVL LLL ' P.T. FLUSH HEADER DOUBLE 2 x8 - STRUCTURAL PANELWITH JOINTS BACKED ///��� I, _ BY MAX. P WOOD STRUCTURAL PANEL - 059 ,�' INSTALL AS PER MANUFACTURER'S INSTRUCTIONS FROUT PORCH FLOOR FRAMING 'DIAGRAM O REAR ORCH FL OR FRAMING' DIAGRAM . BE NO BETWEEN F '-0". cKINc ' 2 3, scae� M,T,s, � 'SHALL BE NOT EMCEED 10'-0".- _ - ., cCa A-03 04 05 06,d90 2/3/200A 12: 2:07 PM - - - ;r I 'Al ' g9TE ' lIE5GWlPTIpV '' '�. r 02/06/04 PER41T SET CEILING JOIST BEAM - DOUBLE 2"x8" WITH 2"x4" C 16" o.c. CDX PLYWOOD FLITCH PLATE HEADER - HEADER DOUBLE 2"x12" DOUBLE 2"x8" _ _�' m w d DOUBLE 2 z8 ' HEADER DOUBLE x1 woo I BL 1 „ ,i 100~ r----I - -_----- DOUBLE 2,x6" I ' SOLID BLOCKING 1> Of �-� CEILING JOIST 2 x4 II o w 0 1 I Iq BEAM I- D IUBLK 1YI1'X14" LVL.. +}iI N la I mI,�I — __- _- m Iw ml -HEADER 7-DOUBL 2"x8" woII, III FLOOR JOIST Bpi - 0 f til - F --._, I1 Q Ili 2"x10 16" o.c. — I J FIREBLOCKING I , 1 T 7 ED _ __ N____.___ __ __ --- 0) _ LOCKING - ' HEADER - TRIPLE 2 'x6 (ABOVE SILL •I INGLE 2 'x10' -_ BEAM DOUBLE 1 116 LVL 1 PLATE AT DORMER END WALL) I 'I ; I � � J I ; 0) SOLID BLOCKING - -- � (DOUBLE 2"x10") ! J J ED J m EXISTING ROOF JOISTS - F o p o F IJ II PROVIDE HEADER - 'TO REMAIN I .fl � / (DOUBLE 2"x MAX �f ALLOWABLE HEIGHT) r' FLOOR JOIST 2"x10" Q 16" o.c. HEADER, HEADER DOUBLE 2' z6 J ,, - --- - ---- ._-- 1 - -" -_ --- DOUBLE 2 'x6 _- I ' SOLID BLOCKING DOUBL WEA/2" PLYWOOD PLYWOODE SPACER 1 HEADER HEADER - HEADER - j I , II w 1 DOUBLE 2x8" DOUBLE 2"x8" DOUBLE 2"x8" r,l -� II cn CEILING JOIST 2„x4” 0 16" o.c 1 I z I I h .p ._I. -� — 1 I m I 1 r III HEADE PLATTERAT DORMER2fEND WABOVE SILL_ .__ �' _ o 1 FLUSH HEADER- TRIPLE 2"x6" I,I` ra �O _ I _ _ ick p _T LEDGER HEADER SINGLE 2"X4" r�x8 'com PATRICK BRENNAN AR CT CEILING IJOIST I i l EPE6 ARCM 2"x4" 0 16" O.C. 1 \ro'N yEVIN 9q TF` - -----�--�_ SECOND FLOOR AND PORCH CEILING FRAMING DIAGRAM BEAM DOUBLE-2"x1O WITH 92�ox itCYWMD FLITcH PLATE -- 2 Q266s5 ET F P J 1 SOME- N.T S. O ----_ --.__ . - NEW YORK, 2 YORK E 0011 " � 2/2169,1123 © COPYRIGHT 2003 I I PRO.EL'T A/9AE x 1 a " McCALL w 'I RESIDENCE J II Z 11 CUTCHOGUE,'NY NOTE: I P.T. FLOOR JOIST SHALL NOT ELEMENTS NOT SPECIFICALLY J 2"x8" 16" o.c. Ali - o.c. 2"x6FLo0R JOIST SPECIFICATION OF STRUCTURAL ELEMENTS i- s III_ P.T. STAIR STRINGER P.T, 2"x12" @ 16" & 16" O.C. Pgp„ECT Av SHALL NOT BE CONSIDERED EXHAUSTIVE. I n DETAILED BUT NECESSARY SHALL BE w i�w �0305�2 ENGINEERED, PROVIDED AND INSTALLED IN Ilm -- ACCORDANCE WITH BUILDING COPE ~ 1,00 REQUIREMENTS AND GENERALLY ACCEPTED d ,10 io TIT[E GOOD ENGINEERING AND BUILDING -°- N PROPOSED SECOND PRACTICE. - �iw m - FLOOR AND 1 , � -- I.. -, m PORCH FLOOR 1 P.T. STAIR STRINGER DOUBLE -- �: 0 - AND CEILING CONNECTOR NOTES: 1 = 2"x12" Q 16" o.c. -- w---- -' o 1. ALL STEEL CONNECTORS SHALL BE MANUFACTURED 8Y '- .--� _ FRAMING PLAN "SIMPSON-STRONG TIE" AND INSTALLED IN ACCORDANCE WITH ! 1 097E MANUFACTURER'S SPECIFICATIONS. FLUSH HEADER- QUADRUPLE P.T. I�1'L- N , ilw MAY 2003 MANUFACTURER'S SPECIFIC CONNECTORS AS INDICATED ON DRAWINGS. I' w--aril 57;'ME 3, PROVIDE ADDITIONAL CONNECTORS, INCLUDING JOIST AND BEAM "'---4- --------- — `-` -,F 1 J--1 NOT TO SCALE HANGERS AND STRAP TIES AS REQUIRED BY FRAMING CONDITIONS. I— P.T LEDGER - SINGLE 2"z B" 11 II ' w P.T. L IDR JOIST ' ---� Ja IIF FIREBLOCKING NOTES: p8 MH ENGINEERED LUMBER NOTES: '' J r a aaoav er. MH w 2"x8" 0 16" o.c. ' J 1 1. FIREBLOCKING IN FLOOR CONSTRUCTION ALL FLOOR JOIST, RIM BOARD. LVL, AND PSL ENGINEERED P.T. STAIR STRINGER m 1 SHALL BE 2" NOMINAL THICKNESS c/EC BY. PB LUMBER SHALL BE AS MANUFACTURED BY: 2"x12" Q 16" o.c. o 1 FRAMING LUMBER. . TRUSJOIST a '- 200 E. MALLARD DRIVE, BOISE, IDAHO 83706 1 1 ^— + „ P.T. USH HEADER DOUBLE 2"x® - NEcTACW KING IN EAVES, ATTICS, AND Ofl9yIAG Af7` (TEL) 800.628.3997 � � � Imo, ��p CEILING SPACES SHALL BE 1 _ _ y� WE55 OF z3Sz" WOOD �� 3 - STRUCTURAL PANED WITH JOINTS BACKED //�� 1. LVL SHALL BE 1.9E MICROLLAM LVL _ _ BY 2 WOOD STRUCTURAL PANEL. • / \ — 0 5 " REAR ORCH FLOOR FRAMING DIAGRAM MAX. SPACING BETWEEN FIREBLOCKING �" INSTALL AS PER MANUFACTURER'S INSTRUCTIONS FRO PORCH FLOOR FRAMING DIAGRAM O, SHALL BE NOT EXCEED UY-0". N.T.B. CCa 1 A-03 04 G O6.A9n 2 1 : 2:0 N - - a. ' 48'-41/4" 16'-*4" � 151-101/q" M><vlsraMs 31j ' ALUMINUM3 17 _41/4, 3113" 81/a 10'-loyq" ! B1/q„ PRE - 02/06/04 PERMIT SET, SELF DOWNSPOUT UNDERLAYMENT ' (WHITE TYPJ - 5,-71/2 , /s COX PLYWOOD TO DRYWELL ALUMINUM GUTTER 24'-812" 1 (TYPJ (WHITE TYP.) t z B/4" - L m m _________________ _____________________�__ ��� r. - - _________ - J ,\4 `Lr�' r _ < <I 00 FT L- - '_ T - 1SLOP J 1 L------------------------------ � Z1�,�1� , ASPHALT SHINGLE 1 { L, 1 v w r .l_ r - ._ L 'y IL m i - --- ----- . 30 • FELT PAPER 1 -T. rn J 1 ] _ - F�i _ o I- F J` C _I - .. 5/s„ CDX PLYWOOD _ r _ 1 , - '' Ili = 1 r - i jai. SLOPE r— i _I `rl 0`^ Il L - - I 4:12Irl', . m t i r r R 1 w :r -�<<_ 1_ r1 \ Im j L - J I-1 I 1 I OPE i m 2 _ s 1 I w �. '- 1� 1 -_1 1 r 751 ' - - �' - 1 i r--'- 30 " FELT PAPER 1 - ,..� .I r 777--r�J-' _LL T. 1- �' -1 �-� r 'I— 11- 7—----------------- o J .8 2 r l { 1 u _ _ r Y __ 1 ' .__117 _ Lr _ ASPHALT SHINGLE r --'� I jlTi_, 1 _ L /e CDX PLYWOOD i �' TICI 1 �F- Y_' - ' l qr - - 1 � 5 T - ___ I _. - ' . _ I i 11 .iI '.� ��. �1.-:` i ,r- -- L STI fr`,4 i 3 , \ _________________ I �di -. --. r _TASPHALT SHINGLE 1 " r ' I rl ' - 'wN I m 19'-1" -r_1� J ( SELF ADHERING WATERPROOF I - T W UNDERLAYMENT ,,� Ifs r o� CDX PLYWOOD I y wN $FIEF�AOAEA� GL AT PR C r - -�� 1 -_ .1_ _ • Ino �Iz r rn - __ ASPHALT SHINGLE _ - -- N J ,1 1 i I L ' r' 1 1 1 I -1 L I _ I I' _ _ d ER OOFUNbERLAYMENT I — , T 1 1 _ wlz T -r a _ W SLOPE I'- L_ 1 - 't_ I � III r o v> J ' I - I - 1 I - - - - - - . _L_.L.: UI 6:12 g.'��X ,etyWgdD-SHEkTNINGI . r ' z 1 ' I_ - r =1 w N 1 ?-= j I SELF ADHERING WATERPROOF j - F - 1 -I-1© I_, L l CTI - i ` -'� -- `- - r ov1 L - I UNDERLAYMENT _, �- _ Lr L o I _ I 5/e" CDX PLYWOOD r - ] _CN o 1 _ATTIC FIRE- , _ -- - - 0 1 1- iT- -1-J� t m 1 ,+ 1 . 1 1_ C -� _ _ _ - _ BLOCKING __"______ ,�1 — 1 L — I N L I 6 F rllmrzj I ' � - 1- iI i .1 _ _ � SLOPE o ----------------- ---- J________________ I 1 o I r - 3.512 ,� ., , __________________________________ ___________________ _-____J 1 Wim• L. � NUIy tl BIZ 11' �II - _ - .—_• `j - I I I 1 I 1 m ---- °° - --------- ---------- --- r aio ' W N 1 I h- ------------------------------ y m ASPHALT SHINGLE Ir s� -1- t 1 �I Alli ! FIRE- -- ----------------- - ASPHALT L _ I BLOCKING I ' 30 FELT PAPER ----- 1 ATTIC FIRE_________ r- I EXISTING SHEATHING EXISTING FRAMING - 1- - SKYLIGHT SLOPE _ __-- -__ 1Ir it y III 1 j 212 I i 5.1 I i i 1�I- __-_ __ - -_ ,-___::_ �__ L EXISTING INSULATION 7_7 -' t _'_-.------ , - L - f el -I � _ � ' � -_ r - 1 _ __ 3li I I -- ----_--- L P � I - 11 I� -I- ---- 12'_31/4'• 3 1 - L- - "I 1Ly, � +-F PATRICK 18:1 j11 W II,, - __--- - - -=-- -'_- BRENNAN I AR ECT StANDINO SEAM MET RD F 1. SELF AQHERING WATE PRO F UND RLAYMENT , /8 " .CDX PLYW00 r a .y z �- �I --- - ----�I �L--- �� -- er __ ?5365 JO 5 TREE NEW YO YORK 10011 m 212.BBG.1123 ' © COPYRIGHT 2003 _ PRO✓ECT/,MME 3 21'-6)/4" 3" 13'-5" McCALL 14'-111/4" 81/4" 32'-3" 61/q" RESIDENCE CUTCHOGUE, NY PROPOSED AND EXISTING ROOF PLAN O �cTno score I/,� . r_0„ 030512 TITLE' PROPOSED ROOF ' PLAN ROOF SPECIFICATIONS: 1. ALL ROOF SLOPES GREATER THAN 4:12 SHALL HAVE SELF-ADHERING WATERPROOF UNDERLAYMENT AT ALL EAVES, VALLEYS, OVERHANGS AND PENETRATIONS. GMTE MAY 2003 2. ALL ROOF SLOPES LESS THAN 4!12 SHALL HAVE CONTINUOUS SELF ADHERING WATERPROOF UNDERLAYMENT. SCFkE ' 3. UNLESS STATED OTHERWISE ALL FLASHING SHALL BE COPPER. I/411 4. SHINGLES SHALL BE: FIBERGLASS ASPHALT SHINGLE "CAMBRIDGE 30" AS MANUFACTURED BY "IKO." - COLOR+ DUAL GREY. L7ESIG1E0 6Y. ' - INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FIREBLOGKING ,NOTES: PB MH 5. RIDGE VENT SHALL BE MANUFACTURED BY "CERTAINTEED" OR APPROVED EQUAL. - �b�V 6Y MH 1. FIREBLOCKING IN FLOOR CONSTRUCTION 6. SELF ADHERING WATERPROOF UNDERLAYMENT. SHALL BE MANUFACTURED BY "GAF" OR APPROVED EQUAL. SHALL BE 2" NOMINAL THICKNESS Eh6'6X'Ev BY. PB - 1 ' FRAMING LUMBER. 7. METAL,STANDING SEAM ROOF IS TO BE "CEE-LOCK" AS MANUFACTURED BY "BERRIDGE MANUFACTURING COMPANY". - COLOR: ZINC GREY. - 2. FIREBLOCKING IN EAVES, ATTICS, AND 099MI10 At7 • - MATERIAL SHALL BE "KYNAR SOO'! OR "HYLAR 5000". CONCEALED CEILING SPACES SHALL BE - ROOF IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. ONE THICKNESS OF 2%2" WOOD - ALL EXPOSED ADJACENT FLASHING SHALL BE OF THE SAME MATERIAL AND FINISH AS PANEL SYSTEM. STRUCTURAL PANEL WITH JOINTS BACKED BY 232' WOOD STRUCTURAL PANEL. - 8. CONTRACTOR SHALL PROVIDE ON-SITE PROTECTION SO MATERIAL SHALL NOT BE EXPOSED TO WEATHER OR MOISTURE. MAX. SPACING BETWEENFIREBLOCI SHALL BE NOT EXCEED 10'-0". McCal A-03 0405 06 d9a 2/5/2004 10 PH REv�stays ' g9TE OESCAlPTlOY- 02/06/04 PERMIT SET BEAM - DOUBLE 2"x8" WITH %z" EXTERIOR GRADE - PLYWOOD FLITCH PLATE VALLEY VALLEY - SINGLE DOUBLE 2"x8" 1Y4"x1111/R" LVL BEAM - DOUBLE 2"x8" WITH 2x10 OFTER ROOF RA EXTERIOR GRADE 16" o.c. ROOF RAFTER PLYWOOD FLITCH PLATE HEADER DOUBLE 2"x6" J-i TRIPLE RAFTER _ 2"x6' 0 i6" o.c. r _ DOUBLE 2"x DOUBL 2"x6' HE ER - H ADE - 2VIEROLAY VALLEY 1 HEADER - DOUBLE EXISTING ROOF 1 _ ROOF RAFTER FRAMING NI 2"x8" 0 16" ox_ _ I 1 mow, � rnr -- I 11 1 111: 1I I wl J X �� a d w HEAD R - TRI LE 2"x6" HAD R x -- _ - _ - -_ _— __ - - __.- __ — - — - DOUBLE 04 _ �� RIDGE BEAM ; SINGLE 1 4`_x16 _ LVL_ _ _ w 2"x6" E �m _ _ - - — �_— - __ �_ __ �I�NGCEB1�Mxi1�� __ o _. _RIp�GGE BEA•Mr - wo .__ - - �. _ — WOOD OS - - - _-_ w 4 e� VL Fio wt; � __ __ __ SITJGLE 1�4 'x11 6TZ o, N , w- ROOF RAFTER �a C 2"x10" 0 16" ox W W I o. CL w w & _ O•x ROOF RAFTER w 2"x8" 0 16" o.c. .w o J _ _I_ ROOF RA ER p.. EXISTING RIDGE BEAM 4x4 4"x4" _I -I 2"x10" OF16" o,c. I JO BEAM TRIPE 1 x7 LVL HEADER HEADER II WOOD POST WOOD POST �_ �_ Z w W WF: III , HEADER - �. __ __ _ " _2 �_ - i wV1 i ¢ 3 wW ww I 1 � , DO BLE 2'x6" D UBL 2" 6" D UB E 2"x6" ~~ F~ ~ O F In O I f ! - I � 1 f- -l - I - I- - - -- 1 - - -�- 1 " Q � - -- - -- r o=w Io: w "I OVERLAY VALLEY VALLEY - SINGLE ROOF RAFTER w'x 1 W , I 2"x10" 1)/4"x 111%, 2"x10" 0 16' o.c. m F j _f, r q ' ROOF RAF ER U I ' IDI Ct , LEI I - w , 2'x10° 0 16' O.C. I 11 N, - W BL - RAFTER" I I w w 1 I JI DOUBLE 2x10 r� 3J11 a __HEADER_- TRIPLE 2"x6" I 0 DOUBL ,, RA•TERI Wwwpv� u , 1 1I1 1 14 I W_1-. _. . . _ _ ,_ -'1 _.-. II I II 1II w - - - - - -- _ -- - HEADER - DOUBLE 2"x6"r 11 xJ , - I N IIIJ ti OVERLAY VALLEY ,ROOF RAFTER 2"x10" 12"x10" 0 16" O.C. TRIPLE RAFTER I w1 EXISTING ROOF HEADER _ "TRIPLE 2"x6" I FRAMING , m o; PATRICK BRENN,AN 1 1 ' AR TECT ' ARO ROOF RAFTER 1 P4EVINB H7rF 2"x6" 0 16" ox, ti , a -- BEAM - DO EJ 2"10" WITH %2" EXT RIO __ �_ _ G _ E PLY 00 F_ITCH PL TE_ �_ __ �_ _ _� ,9T 0^^255C365' J�Qr - - - - - - - - - YtESaZA STREET NEW YORK 10011 212.1DS9.1123. VALLEY DOUBLE 2°%B" © COPYRIGHT 2003 PAD.ECT ANAE ROOF FRAMING DIAGRAM 1 sckE N.Ts. McCALL RESIDENCE _ CUTCHOGUE, NY NOTE SPECIFICATION OF STRUCTURAL ELEMENTS SHALL NOT BE CONSIDERED EXHAUSTIVE. - PRa.ECT A7 STRUCTURAL ELEMENTS NOT SPECIFICALLY 030512 DETAILED BUT NECESSARY SHALL BE ENGINEERED, PROVIDED AND INSTALLED IN Tl7YE ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND GENERALLY ACCEPTED PROPOSED GOOD ENGINEERING AND BUILDING - PRACTICE. ROOF FRAMING PLAN CONNECTOR NOTES: 1. ALL STEEL CONNECTORS SHALL BE MANUFACTURED BY -, Gi97E 'SIMPSON-STRONG TIE" AND INSTALLED IN ACCORDANCE WITH MAY 2003 MANUFACTURER'S SPECIFICATIONS. 2. PROVIDE SPECIFIC CONNECTORS AS INDICATED ON DRAWINGS. SC/YE NOT TO SCALE 3. PROVIDE ADDITIONAL CONNECTORS, INCLUDING JOIST AND BEAM HANGERS AND STRAP TIES AS REQUIRED BY FRAMING CONDITIONS. �-st�nEo er, PB MH ENGINEERED LUMBER NOTES; e» MH ALL FLOOR JOIST, RIM BOARD, I_VL, AND PSL ENGINEERED cxOFcXEo er. PB LUMBER SHALL BE AS MANUFACTURED BY; , . . TRUSJOIST a?AVZA•' A7 200 E. MALLARD DRIVE, BOISE, IDAHO 83706 (TEL) 800 628.3997 1. LVL SHALL BE 1,9E MICROLLAM LVL A - 06 . 5, INSTALL AS PER MANUFACTURER'S INSTRUCTIONS McCall A-03 04 05 0 Agn 2 2004 3:37:N PM 1 CEDAR SHINGLE 02/06/04 PERMIT,, SET - EXISTING ,`T" A TGP • GM - - _____ . -_ __- _-__-C_-H-IM-N. EY rT1WOOD FACIA EN METER 3.5 (TYP * _ _� � t _ _ _ �1JT L -L. _� _L3 _ - _-�� _ ._ - -i - - - r r 1 C ZS _I _ 1 _ - 1 _ - ___ ___ __yam'_ E � T T T r _ .]( i T 1 ~ I ALUMINUM GUTTER ALUMINUM GUTTER } -- _ z ._ T L S _. -- r T _ F y - L 11� i 1 r - - - I YFNIN 110 HEIGHT .-_____ _ __. -r - J _ _ -. l_ T __ ____ ___ - f ��Lrl �_ �. _ _h _ �]._ - LTI _ �`"- '_ _ ' 7 - ,U.N.zs:-z„ - ! ' ® 4-r' I. '-1-_^L j _ 1_-'i-_1 I r _T 171 ,11m . 1. - 'r_I-Z_1_ TT, _ ,�f I rI-':. O IIf STRAP TIE D (T 30 AS-. _ .._ J -, "' rI 1_, I -g MANU. BY: "SIMPSON STRONG-TIE" = i yJ-I _I y i +-1 -1 - -L--L-1- 'ter P L t r @ EACH STUD (TYPICAL) , TER �� Cu Cu Cu Cu ,. r - r- ,, _ _ - .-T_7 I ® (R r�L �I ,i�-, T - `*T I- � 1 L 1 r1 C r L r I O O O O _z L -- T C ` - ` r� OB 0a OB ALUMINUM GUT _ _ - L- ' - - -- I - r y , ' -I - - , r 1 - I 1 L 1_I I _ I" 1 77 , r r1 r I.J_ J l ,? L '11L - ___ _ L- - - IJr1� i - ._ _ . 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JI L r -'- I ALUMINUM GUTTER 9EE 92 EACH STUD (TYPICAL) 1 -r _ _ - r _ _� NEW Y ANEW YORKEE1011 L ---'ir'- ' -1 -r.r; I�Ir,. �-- I`' Jl-. -�- - - _ -- - '- _- L_- . r_ I I-C�-1- q�1S INGII _ 11 - .L - - - j I 2tz.eaum2a ALUMINUM GUTTER 2 Li-1- - - r r_r-_.a =L: �,, 1, _. J_ ,-'- I,L:I,.,L ., -__ _t_ -_ - i C - __ .1 -11 - r T - r i- F _ _ r l IH L_L__ 1-L_�LI _ J_'_ 71 g "_ r -` r.�:rr r" r- T.. .z_._�z,L_ r___ r� �-r`; _ - _ _ _ jT 1 _ - F .. '_ �_7 ` ' _ rte_ 1' ___ __ _-, _ _ T L _ -___ _ _ _ _ I/ _ -r- T1�Ju4'L'_ _ r-r- 1'r��,I ?- I 1 '_l,.-i T,! ,Tully -1'1---;_ 1 L_._ .� �. _1 _!_ . : _ ._1- ___,_}p_ I ' )- -r,_- lr- - t- -1' _L- .Z t=T __._ 17- T "-'_ - �- - 'I `"-'"' ' J i-rl '.--- . ,' r ._ -IT CL .J-_ r_r- '"-"-_ I - C COPYRIGHT 2003 -! I_ I•I'41-: - . _ �J` -I�" 1 " - - - _ i - _ - ExousE _i-t__L - _-L_- -_- - c- . .T 4, I • I 1 _� _: - [ `-__. - _ 1 t- r - r'=.,__ -E -'-rZ.. r-__ _ I_,_ - 1_- -_I-__ - SECIXLFLGCR 1 t h ( -I - I -1 - �__-- -f-- --r= - Trl _-1 - �. . 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'- '1- T. .l r _..t:. - --- - - _ 1 ii-C� � ' ' " EXTERIOR Panty aoan - -----' -- - - -- -- - - - - - - - --- - -- -"----- - --- - ---- ----- - -... . - - ---- -- - -- EVATIONS EL SOUTH- 0110-2 .MME FLWII AND EiEv�c•-e e" , 1 I I i AVERILE GnME I I I � I ' 1 ' i i i- i -NORTH- - _ _ - _ _ _ - _ _ _ _J_ -___ ___-T1----- _--1T___- 7E TW POSED FOOTWO --_ . -. -______ - _ ____.- _ ____- _ _ ._ __-____-- - -_ , __. _ _ �\I _ _ ____ __ - - _ _ - _ __ -r__-____--. - _ - _ a_ _____ __-- _____ r111 MAY 2003. ELEV e'- L CONCRETE 8" DIAMETER "SONOTUB" FOUNDATION 5377 - REINFORCED CONCRETE I/411 - 11-011 ' PIER r,-\ NORTH ELEVTION Or, PB MH SCKE: 1/4" T-O" , ornaxw en MH � E cAll en PB ELEVATION NOTES: LiA9MlM7 AA7 1. NOTED ELEVATIONS ARE APPROXIMATE AND ARE PROVIDED FOR ESTIMATING PURPOSES ONLY. 2, VERIFY ACTUAL, ELEVATIONS IN FIELD. PROVIDE AND MAINTAIN ELEVATION BENCHMARK FOR CONSTRUCTION PURPOSES. 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BY: SIMPSON STRONG-TIE" ? L 1 y .I' ii ( F 1I r" ' L_ -fir iii r r - 1 - 0 EACH STUD (TYPICAL) I G Gu G. G 1E1 L - ;ryJ� GR Gu C i" I 7 II 1 _ It � � � � � � I t Ir 1 r - � �� - - . _.. , L_i - .r _ - .-. 1 __ IIID _ -JI�.T l� - - -- � ALUMINUM GUTTER 1- I_. � ]. 1 T�J`'.`r [---=F - ' _r T ij n-r rCT�Y�Il 111I1�O TIT Iii_Irl L Itr r ri ' �.r r ! 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' t' - L ' . _- - � . .y EIEV,NH-1 i' T o f f " � -� ---. - - - -- - -- '- - - - - -- -- - -- - - - --- ---- _ _. . __ �� � t I t.. ,T I , T t , , I i.� II I *0M 7 E1EW e'- � u u I I t I WOOD RAILING I 'I EXISTING WOOD n llTa a so rooTwc JCLAD , STOOP MINUM DOWNSPOUT _WOOD ___--___--_ -----_'___ -____' BEAM 8"x17" REINFORCED TO DRYWELL (TYPICAL) ALUMINUM DOWNSPOUT CONCRETE CONCRETE PIER ON A �1 WEST ELEVATION TO DRYWELL (TYPICAL) FOUNDATION WOOD CLAD REINFORCED CONCRETE scaE va^ - r-a COLUMN SPREAD FOOTING BEAST ELEVTION WOOD TRIMME 30• FELT PAPER ' Sw.ET yr - r-a° CEDAR SHINGLES —METAL FLASHING BY "BERRIDGE" (CONTINUOUS) WOOD LATTICE ASPHALT SHINGLES "ZEE CLOSURE" BY "BERRIDGE" W/ CONTINUOUS CAULK 30• FELT PAPER SELF ADHERING WATERPROOF 2"x6" LEDGER (CONTINUOUS) UNDERLAYMENT CDX PLYWOO 15• FELT PAPER 2"x12" LEDGER (CONTINUOUS) 1"x6" WOOD FACIA 5/g" CDX PLYWOOD y 2"x10" RAFTER & 16"o.c. 2"x4" WOOD BLOCKING 2"x6" RAFTER a 16"o.c. 1"x1" WOOD TRIM 2"x6" STUD a 161-ox-------- - HURRICANE TIE 1 l/2" GYPSUM BOARD "H 2.5" AS MANU. BY: 2"x10" RAFTER 2/�„ 16" o.c. 2"x6" SILL PLATE "SIMPSON STRONG-TIE" Q EACH RAFTER _ CEDAR SHINGLE CARPET FLOOR FINISH CDX PLYWOOD CDX PLYWOOD SELF ADHERING 15• FELT PAPER WATERPROOF 2"x6" DOUBLE UNDERLAYMENT CEDAR SHINGLE TOP PLATE ASPHALT SHINGLES 2"x6" STUD METAL ROOF "CEE-LOCK" 16"o.c• AS MANU. BY: "BERRIDGE Ta of nloa eEN! • o4RwE _. _ _ _ MANUFACTURING COMPANY ... ____._ _ EXISTING . . I TYPICAL GABLE END Ta a mocE EEW o u�sTEn eEoeoeN 1 E Ke EE D QT A FRAMING . . - I �' IREvr Sa e• ___ _ ��� �4 A A - - --- - - --- - - STRAP TIE "LSTA 30" As --- --�--- . . . .. . ... PATRICK WOOD FACIA I A IL MANU. BY: "SIMPSON �' =• A --��- -� (TVP.> r LL 1, � B R E N N AN .r C } ,��;-r ` i 1r TYPING- IE D EACH STUD III 'il ALU IN ^ I I, G DOUBLE 2"x6" TOP PLATE ,I EXISTING SUBFLOOR Hr C -C- eEcam noon cEun - ._ '-- r TII� J.� J'h I -'T C- - 1 -- --- WOOD TRIM W/ BLOCKING (CONT.) 6 VI gA� E1EV aro; - - _- - -- - _ 2x4 CEILING JOIST III I , TO REMAIN A l� 1' M UM GUTTER 2x4 STUD a 16 o.c. �11 �ll EXISTING JOIST NEew e,wxG rvE � + f 1,' I � I! 1+ TO REMAIN Q c nEvoe-z -"— r CC 'r' '� 1"x8' WOOD FACIA - - r 9 �r 6 2"x4" LEDGER (CONTINUOUS) h 15 FELT PAPER 2"x4" CEILING JOIST a EACH RAFTER I' jll BI/4" SCREENED VENT „ 41I 1 Qr (CONTINUOUS) -IT" I - BEADED BOARD CEILING ! 2 CEDAR SHINGLES 9rFOF NE`Nv L 1— a"x4" WOOD BLOCKING BEAM - DOUBLE < TRAP N STRONG-TIE", I I 10 scow a . no,rsE s- 2"x4" TOP PLATE (CONTINUOUS) EACH RAFTER 1 Sze WEST 2zGe STREET 1� I �4"x 14" LVL '- T 4,ii , r STRAP N MANU. BYE II NEW YORK. NEW YORK 10011 r I -`-' ' WOOD EAVE A zt2sesa>23 ST2215" iI �. cE-� DOUBLE 2"x10" BEAM W/ Sl Illr. G,w.nE , ,_ -_ "_ -- - —��Ls y _ -- 1" WOOD CLADDING 1 %2" CDX PLYWOOD © COPYRICNT 2003 ROIM10 FLWfl CEILPI] . MOUY _-_-- - - _ -T -..� r T _Z� r ._ _ - _. -_ _ - r TYPICAL FRONT PORCH ROOF 'I FLITCH PLATE TYPICAL GARAGE ROOF, CEILING, Pao�crniw� aeawD noon cLIEwG fl orr.GE ,�T� r .. ' WOOD RauNc RIDGE ENT B AND EAVE DETAIL 4"x T wood NAND EAVE DETAIL �v,m � ALUMINUM GUTTER sca.E. N/i' • r-o^ POST �' scaE t'/,' - r-o^ MCCALL ' CJ (CONTINUOUS) RESIDENCE wooD BLOCKING CUTCHOGUE, NY E ISTING � t 1 DININGil"� `'-IYL '' 1" VENT SPACE RIDGE STRAP "LSTA24" ROOM T7"7 1„I'_ 111 (CONTINUOUS) AS MANU, BY:STRONG-TIE” IFS EACH N VENT BAFFLE (TYPICAU cx noon ..I. L L. ' RAFTER (TYPICAL) p�tp,.iECr M7 11; vt - - ._ _- __ ----:: -_-- J.,� ., - - e01' OF R�°.wE oo,..oE.v., 2"x10" RAFTER @ 16"o.a 030512 d, 2"x10" RAFTER Q 16"o.c. R 30 BATT INSULATION _ _ _ _ _ 2"x8" RAFTER a 16"o.c. _ � Ilt ELEv,p•_ -_ _ - _ _ n r r HURRICANE TIE nrcE eLE ,V. __-_. .-...__._ _. . _ __ _ u__" / Illli , HURRICANE TIE " 25' AS MAN <` "H 2.5" AS MANU. BY: /e IMCDXONPLYWOODU. B E EXTERIOR j J CDX PLYWOOD - SELF ADHERING =--- _ AND FRAMING DETAIL SIMPSON STRONG-TIE" @ EACH RAFTER ELEVATIONS i << < 0 EACH RAFTER s „ - - _ ElEV e-+ :• E S r6crw of vflovasso rooms WATERPROOF -"- ---- -- - < 'i • < SELF ADHERING < -- ¢Eve e r t _ UNDERLAYMENT UNDERLAYMENT aarE _-__ .. - ___ ._ -._ I < << < WATERPROOF ASPHALT SHINGLES MAY 2003 WOOD CLAD Ill 1, <:< + ASPHALT SHINGLES SCALE BEAM <<\ 1" WOOD FACIA I — AS NOTED BEAST ELEVATION REAR PORCH WOOD CLAD ' Sl to^ '• r-0• TRIMMER --------- - WOOD ,". _\` COLUMN d �srco e» PB MH WOOD ICE LK4*W ELEVATION NOTES: _ B" DIAMETER; 'SONOTUB" WOOD BLOCKING ^ 2'x4" WOOD BLOCKING a EACH RAFTER 11 9 ALUMINUM GUTTER �- va» PB' 1. NOTED ELEVATIONS ARE APPROXIMATE REINFORCED' CONCRETE RIDGE BEAM _ AND ARE PROVIDED FOR ESTIMATING' - 'PIER - '2"x4"x36" LONG SINGLE 1Y4 'x16" LVL 11 SCREENED VENT (CONTINUOUS) - 1"x8" WOOD FACIA rnovr nv PURPOSES ONLY. WOOD TIE 11 1" SCREENED VENT 1" WOOD EAVE (CONTINUOUS) — g" 2. VERIFY ACTUAL ELEVATIONS IN FIELD, TYPICAL GARAGE ROOF AND 91, SILL PLATE - 1" WOOD EAVE _ O, PROVIDE DOUBLE PURPOSES. FOR conlsTRucnoN DORMER EAVE DETAIL TYPICAL EAVE DETAIL AT HOUSE DORMER TYPICAL EAVE DETAIL AT GARAGE ° • PURPOSES. D. MAINTAIN ELEVATION D WOOD TRIM AND - scuE4 - r-o° HEADER - DOUBLE 2"x6" WOOD BLOCKING (TYP.) E scaE: T/:^ • +'-o^ F scxl:, ty:" • r-a - " 9rawings Nc all A-07 0 99.ogn _27l 111 0: 1 AM , �IT : li N" r , N r., r - , . . b n v. 4 , v A v.,,a r T. Nf , s 1. r :..,- , ., -I, I r.: : f :V . ,. 1 § N , .�.. a ". ,r.: L -., ,- � "._ � :: .. ., .. \ , + it .L . 11 11 : 'r: 4 " ,9 1, . , ,ry ,tf : '.v C,( „lu, L " .R , h a F. _ f }, .. 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" „ nn ,. :,-..a " r. - r - C-_ �C `C _L`_C r. y; ---C`�. _ r. .r f r �r ' 'r rf- ,: 4• . . e>Mow...,r, _,,, r. r:i Je v ,., .-P . . , .r., - - _ . . -.r. ' .r�, ' ,- :s,,. : ., .12 -1 r! " FT 'R " '`2 8 ' & d6" o.c: _-�'- L�-r� � ' - r ' - r 1- ,, . .... L .-„r '„ .; :, <-. �,. ” -. .: -: x r _ r_'- C•,_ . r_'- ''�-. f Jr LZ`�L -1� 1 'L' t _ .-. r „ .:1,;pr Ir r. . .9Gr _ ...,,1' + J e r e t_ L_ .r -g.� _ _- _ .I . I 7- r r r RA E � 4, „ _, _ _ f I . o : ' r-. TOP,PLATE: 'DO " LE 2' x4 -1 . _. I_ _ ."f` _ .L Z',. � 1 -.._--- -- - -.._- ... . -- --- - -' - .: sEGasFt rnwc . ; .- 1: ._ :!, " •• -- _.a:.., - - ._ -- --- -.._ --..-- ---- - .-. . . -- --- -- -- 1 - - -- -' �•- f”- t- - - - - - - - _- - _ I -r- 9 - 'new T- , : .-" -, n - , . . �- �- .c : � " .. ___ __ __ -1'�.-r,_ _ r ' _ lLL-«- �, T . [ fir _ � u' _ - _' _- - .,, ': „l _ , , ,1:,. I � .- '! , r HEADER -�DO F3CE 2„x _ -- - - - - r - . ;,� - ' -:. 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' ` .ail �- ' .. ! f" I" O "1.•': 7: ,i r _ P ! lj-r --rxz'rrn -lr r I n- T I- 4 1 _ `I �- r r r r ':s''., ^,, - ! . -.✓ . la T_,, . - 1, P . l 4.. � , : SILL FiLATE� SINGLE 2x4 I ry I - -- I_ J' , �I -� - -- - - - -I- - - w. r.'' f �' .<- e .. .. - _�. - " T'r - 'r �_ n,• - rL r � L �, . . ;x,. rr 'I ,: 1:. _ . . ,r �l ',;�, . '. � � � uAR �N ,, ^� : i, e ,'1—"L t�rrJ_,_ _�— J_ L- .z.; I r , EXISTING ROOF' JOISTS TO REAMIN _ _ 3`�',_ ,'„. '; - a, - - a r,r -.-T - � ya ” , rrr X141 - r] : TI. .I _ (;+r 1 f- - - - - , ', G;_ I ,Ic ,. . m. �ro :'_' - I . . r '�'' R 30 BATT' INSULATION < �.- -II 1T_ 7�r m t' I, i'IJ- -r __ 1 , .i.."'� 'f; c -!' ILQ , m t,I,I' - r r '^ _ ioI r, .4.' FIRE BLOCKING `nn ..r'1b15 is ,'ir' I 'r �;' _ t I L . '-t_1 _'L _L-_C-C _ _�. T , - - - .":r` 1l 1 �,.rt Fr' '1 'I. 'a, - _ '3 ,_I .rl_ _ �T LII t I . r - , . r. r r, lrl' STO AGE r� ' — - - - - - - .� ' I . I ,� rk a r, @ ' " R, _ jj FLOOR 'JOIST - 2x10 16" o.G'. - �:<t._ L Z_ -1, AREA it :�' „ , : ;(� � ,,. ,:; N '- ` . , r ,L,�-.-T- _ .J :. " ;, ` ,9: '-r , ' L.,u' 2r_p,r -:; 1 ' - r=>_: _ - '. sec .' u 'r. - 10.5I�7/ I J' - 1 I' 1 �,, -, 1 - :. TOP PLATE - DOUBLE 2"x4" - r : - - a.i -I- ,L- -1.._..1, li.. ^; - -- --'-- - _ ----_--_. _ - _-- I I' I!`:' e . , _, , , .. � lM __ _. . ,, H-.rf rF, �I � _ I, _ _ -- " -- - - - - - -- - ..0„ Ir' "(`C�f ' - ' 11 - ti - - - - - ”{ ,, _ . I _ Lel '� .1_T _ y_ .,_ r' - 'sE F o .Otneee . 4a ,..JI__.:_. _ ._ .. - _ -"'-'1- 12 J -'- - - ' - - - - - - : e 91 rr .ELEI, :;' --- : --- ^ - _`i__ „ ,--.-,-7- '--'._.,., .-.T .gTr',� ., ^1„ - - - -- - -- - _ ''' ;TC}r`� --- -Y, - .2'. ' .-� .ElyEw te'- 1' :.'r - . ; . I 1 ,; .. ..`.,�. . .� ,. r, CEILING RAFTER 2x4 @ 16" o.c.4 .<.. - HEADER :"DOUBLE 21rx811 ,, I � _�� , _i`i 'S - � � � � �' ' `; R �. ,L (O 1) B OGKIING : 1 . p�;7;'�'';t'r.;•y WO f -- mo ._ r ' ;, � . ..: ' -. I ' I . , I ; I . �:T`l \ •„ >;\I - -' " ` 1 'I W/ I/z" PLYWOOD SPACER _ �'r _ I ,; r,., �� r .--,.- ,r i 1 "E4EV,v'-z '�� ., il, . „- h v. \"O,.tiRN4 NG - , AND SINGLE 2"x4" EXISTING -_ (.. - -I." - '] _ ,L_ rl III , �C1yE DU E I `:ii, :,•,��C' ly-;`\,I ti HEADER DOUBLE 2"x8" 1 ',r ao `-1'•" -�11 j ,�I '-'-' � 4 r- 111 , '> . ,I'jq 16 ,VL - ;T� ;.,rA HEADER - TRIPLE 2"x10" !'' - I > �� 'BEAM DOUBLE - r.:: _ - I : � 1 I� , -� , c,_ "' � " . ' -y TOP LATE t, i . _ _� 1_ !I - ,7,I tl �" ml� 1 I " q:', n - . �. II _ '+ .j3 +'!'�A,.'e1•. , _ _ N z 1 q,rx14" LVL -_ - - f _ I,� 'n r 1 ,, f: 4 .- I ,�, ,{ ^' T'ELT E '�COLMNi ' e:\\ �r . l r, l" T� I� z - I ' 1 " - - . ;rr r1- II _ „', k �,, ';. '," ' , iF II\ E1 ;, 91 .I I- ._�f,{,:;. ;:�\ DOUBLE HUNG WINDOW .. I ' .,. 1m I� 'r- a_ ` d ' , . _ I, ::--r I'�- <'_-; r_I-,- r„ ,;'ir f::. ., ,, { Q /z 1x3/zx/q : I l g I 'o ' F0 " 1j A EXISTING w Lr '- :I" Alt li -1 L r ' \' ra c- �- '” C ,I" WOOD GARAGE POOR e u ;'m 1 - - --L- ',1 11 E, I; til ?{I f \1 '�\ _:`:, . xzi GAR GE DINING - ' I - m C f ' , .. I . III „ I , :' Wd D -, ` '- a ,L,•,. - ' h '��` �.—" 'I, '�h '.I ,I . QNI ROOM 41L�LrJ . L r, � -L��rr' rl-T - �rlIrj", ;.III ' t m . II AR . GE . :I ,-' ST' RS.. I: I' CAST IN PLACE -. -- L,_r ,LI 'I r 1 III 'e J _�I I,i'r WOOD STAIR r r , I :1 '1 " :I I . � " . 'IT- _-a'=`"�' _ _ CONCRETE RAMP _ _ � I �w - - -- - -- L.:r-" - T, 1 . . - - f_-_ _ - - "uM eloOR - - _"' r - _ fr - :, , _�— ". - -- ----- - - _ -- --- - -r' 3-t --Iv .'?- c T•L-IT-- -=•-= - .> ur rp'- : -`--:. -T ._ 1 a.�., . 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"- ._ _„ - I [. _ _ L � 11 r : ^14 2 0 f - - 42"t<42" 2 WALL - REINFORCED 2' 0" I ' - -1 I ', - , �, 'CONCRETE FOOT „ r N GARAGE S GARAGE SECTtO' ''�' • - - - REINFORCED 12"x24" ECTION l ! i SC/LEv 1/grr .,p_pr r ', " - ' 2 'SCILE: 1/4., . p.p.r r _ _ - CONCRETE FOOTING 11 - - t - t - ,, - f 1" - .. I _ _ - E a - ., - i ,';,: : —CONTINUOUS RIDGE VENT (TYPICAL) 11 I - , .- +- ,z v ;, :, r , „ :� RIDGE BEAM - EXISTING . ,', ' 'j. I , , r r RIDGE BEAM - SINGLE �1 q"x16" LVL I ' ,� Ir - - � 1 - t - - ,- - ,'. ,5' _ - - - ' .. , _ - _ RAFT G JOIST 2"x6" D. EACH RAFTER 1 _ RAFTER 2"x10" t6" o.c. WOOD POST "4',' I, v 4fl OND), ' lri . - 2"x4" KING POST Q ,48" o.c. BEAM - 'TRIPLE (BE r1 x4' - - 1 :.1 x71 ," LVL' - 'Asj a, I _ - (2) 2"x4" STRONGBACK (EMBEDDED IN WALL AND SOFFIT) _ - r _ ', r _ _ _ _ __ _ _ _ _ _ ____ _ _ _ ___ _ _ _ __ _ - - - - - __ _ "I, , a - �__ _ - . :_ _ _ _: __ _ _ _ _ __ __ _ _-- � - S � . __. _< _ .... 1l"4'0115 eP w Ml'OMILE _ -�-+sem-. - ._ ,.. -__ _[-3 [ i�-1. _ ._ _ _ ___ _ - - -I--- --- 'F A _ _ (CONTINUOUS) _ _ _ _ _ _ _ ___ _ _ _ _ Jr' I IF (CONTINUO _ EtEw_.-l . ;_e: tr-c t- `f--Fr::. "" '•`i,'... .'_� - _ . - =::^C:-r'... -� -'- - - �' , �r-r.1-7.. -• _ _-- - - -_ .-- - - - _ T' - '=' r' , (- fir - ' - - --fCrH-r _ _ . -. CEILING JOIST - 2"x6 0 EACH RAFTER _-r - - - ' E - - n rr C _I r - ,'; C ,c I - r - _L--'url'. - I=.-1= - _z _ _ ,.1 ' , -;- - r 4:4 - t PAS'"F2 I" I - T M RIDGE eEiN .uMTER emRoau - ^r , ,-[ „1 � 'C �Gr[_ 'I r C,' - Cr i- . ,. 1_ Z -_ _1,:, - . r _ '' r-- : t L •V3.5 , '.' ! 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'lh-r,,rrr� . r1`r'I-1 f I ' ry�r� ` =" ' 1 t- , - - - 1 . il I , �i - 1- r - - g1,_; '',Ir '•_i _ �C� �o y� I 1 I- -'r r- T - - . r .it ,, " r I w ,', -r11' r 1 P' 7 -___l_ - ", �' :�__ .� -_ - I -t:' - 'r. , H .._ _ _ _ -,-I/IiC -_ 11 uEki e xr - Tr 1= [ �_�_ _ 1, - 1l I -1. 43 - - a ` >- a rr + . uEvru ._� I-Ll 1'T LTrl1; rL lrf I ' YI II __ III - I - a :_ " ,_I, r I rl r_Lr r R 19 BATT INSULATION Id , y ~I rrt-r -_ Ir - -_. 'VVYVVY o '^I, ' I r F r'-'II tr1 11 _..- 4 `I r 'r.r rTr - rl' r , -r, lho- 11 �" 1 - o :'.o 60 - - --L - - - I LEDGER 2x8 (CONTINUOUS) 1 O -' 1, 1 l -.L T � _ w a io I _�:'L -�- :r:-L 1__ -, -.-r- r. " t �2 -_T. ,y2e 75365 OQ 1..-- ,'FI., . -I�t; Ir Tr rl;rl rr11 v, i'_-- . r1�•- : '`., . � ,l� � ,. � io F;,- - . I `_ _ SINHEAGLE 21' TRIPLESILL 2"xIS" WITH (CONTINUOUS) 11111 B pl �rl - I L ]BEDROOM °� ,'-`d-i .'I N __ - r -. ' -,. 1 rC_._ _ _ __ _ rr 11 ) s sTAEEt ': _ - - a _ 1 - - r - �___- I_ -r r 1 LEDGER 2x6 (CONTINUOUS) ,Y(TRK, 10011•, 1 -- ! 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GO,GEILFro . -1I l [I "r i IP ., I-,, Ir,' I r _ ___ ,,.. _ r� - _ E Evr re rt+ LW INGAR.AGE "I--rr 1 r r '-I-t- -v - '' I- - v 1 ' - rr ' -- -- - , , r !. I! } II - � MCCALL ncv.n� R° .. Ir , '„ -1,- 11 U-1 rr'r : _ '` r < r1 rl 1 r - - r'• . ', • t -_CJI 11 „, PLA7E (CLAD) FR ®R H 1 =' RESIDENCE 1 - �1 ;, T 'uous) rr1 1 �r� -- EXISTING 1 rIF �11� I'I ' III ' �� rrr'IL L_T 'I'” 11 1 1 r ` Ikr "II 1 '� r .r� l1r Ir I� '1 CUTCH0GUE iV�FF` I' "mI - '- ! r-? r'' - LIVING nn t I " 1 1r J_ ::I E STING ® IIr7A LEDGER - 2.%4 (CON, IN {III111 �r r '�' 11 '1�, ITCHEN I 11 I_'_ d I 1 I � I , 4 _- . , ROOM- I_,- '_T� '1 T' 1� � 'I 1 , � - .-1. 1 r " r � 1 1� llalil_ L Q ,I .DOUBLE PbO'�OS7 (CLAD) , " ,la,�ua� rr, 1'lIL-,' rl r L15'f' n'n ', III 1 - 1 ENTRY BEDROOM T r� 1, I 1 , ��—w . - FL43H HEADER . aav crnn:4 ''I : L . - _ ' I 'r1 1 1 I ' r _ r Irl III L . �.: I_�Ir 'rl y 8 r t 'rr rrr, r „t1', _ � � ',Ir r.l r'-I - 'r III I I -, LL 1t -.1. 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ELEVr e._ R„ . . ,r' ' r. - - i - -_ -` _ -- _ i_I _ --¢ c_CTYP'_EXT __I L STAIRS) . - 1. �.,_� T "F MroPpsFn FOo ria .< w, ''' _r_ ,_y_ _, ., ",- - - - nab'.L - - -- -- - - - - -- - - FLOOR.JOIST .- C' [w,L€ - EEE ue'- ',:c ,,�. yC:;- ---,,> - - - ' -- '- - z° er @ -1s" o.o ' MA'Y ti2bR3: i 1 -,. 1 ,. ;, ?„ T s : BUILDING" SECTION -- — a"Xti^„REINFGRCED E - ,.. 1 ' RETE PIER ON A - u','a_' ' I bn . _, i,.' 3 13612 IN orL, SECTION'.. f- . , F. . ,,,r h 4 9EwEr vq :;';p' - ;•.r _ r - . - 'N REINFORCEp CONCRETE EAD PTR LEDGED TINZ 'x8 '(CONTIN000S) C Q a . _ - , r : % , , _ .. _ - OES12ALE BY• _ '� ' s „ �, - r ” - - - PB MH J I I , `Itj'. 1 p ' ,IrI]r anoI erJ I T, ;, I J ❑ X. ,., '1 r. , d r - y,.:'. 'r J.n. �,...''v! t': .r:r . .,L. " �'- <: ..L ,(1 - �,} r AT 0 "a T g.., ^ . E 'E:�/ i :N fyQ E ^ , 1 ll _I, <` ll ,, w, : 'bf(1,.:, ",'.:, .r,"It.a: „ . . R /!EI 1 - 11 - - . I F, A , J 1.'..' ,'i' s7. OTEO ELEV. ONS AR >tv''RRO>,rl If"?H " M...' 's. _ 9_1 - ANO AR 88b 4 'E AIN. , ,.: - ,r .r,:, r' .r , G"„ . ,., PO �'bSES ONLYr'. ^ t, ",Iv. - e B ,I, r ;.; I FF ;.1. ' y,V RIRY� O,I.UA{., tVAT10 5' Wr°iJEI - ,_J ,: ., ,, I, -, , ,.ti'. .r,..r, :. '.r _ '.I , , , ,, A. 4' ..,�hl"y _ r 4sy.. �rrr.,,.r, ,,,] �. ft --,i I" .i.1 , _ F)R IDE O sMW N'< 'E'u TION' •i l a, :. .. 1,.. i - , - - I L' - Ok .AN NTN, !- ,� . ,r 8 NOHMeeRK r�'OR 'CLJNSTR�IG"flOr,,N r Y ,! a - - '1 I ., _ r u by y J t -:'� _ i , r':. r _ -, ' " :.'" RPDSES e , ' , ' ' :^ + ' kip„ ._ - „ ! r„ , "I 'r1 I , T. ' PG" D00 E b7 A 7 9 T -A % - . . . , 1 . . _ v - ,. /2" GYPSUM BOARD / GYPSUM BOARD ASING "WP 8845" vrsrcws 11307 IN GARAGE) AS MANU. BY: DOUBLE 2"x12" HEADER aarE oEscvrPrrov .' 2"x HEADER -- FELDMAN WOOD CASING "WP 8845" 2"x HEADER PRODUCTS CO., INC." CEDAR SHINGLE 02/O6/O4 PERMIT SET AS MANU. BY: CEDAR SHINGLE i (NOT IN GARAGE) - FELDMAN WOOD CEDAR SHINGLE .I, , 5/e" COX PLYWOOD - PRODUCTS CO., INC," FLASHING i' COX PLYWOOD J FLASHING t' II ;i 150 FELT PAPER COX PLYWOOD FLASHING e ,I. 5/4"x4" CASING 6� EXISTING SHEATHING :I I nnl ` I 1 'I, II WOOD BUCK / ODD BUCK (NOT IN 5/4"x4" CASING D OUMKR WINDOWS) - IIS . '� � 1"x4" WOOD SPACER - PLYWOOD SPACER 5/4"x4" ARCHED r MEMBRANE FLASHING , FLASHING - _ III WOOD CASING d - . . INSULATED WINDOW W/ `I �' CAULK - - -- INSECT SCREEN AS MANU. - SUPPLIED BY I,u� II BY: "ANDERSON"' INSECT SCREEN 1"x6" ARCHED EXTENSION JAMB ASi, INSULATED DOOR �tl�y ; - ail„IIID ' I _ - __ W000 HEAD ANDERSON” WOOD STRIP WITH _ - - WEATHER STRIPING - (ARCHED) ` GARAGE DOOR AS MANU. H1 TYPICAL HOUSE WINDOW HEAD DETAIL TYPICAL GARAGE WINDOW HEAD DETAIL BY "NORTHWEST DOOR" n TYPICAL EXTERIOR DOOR HEAD DETAIL GYPSUM BOARD sc,aE: s • r-p^ CASING "WP 8845" AS MANU. BY: "FELDMAN WOOD PRODUCTS CO., INC." EXTENSION JAMB AS n TYPICAL GARAGE DOOR HEAD DETAIL SUPPLIED BY "ANDERSON" %z" GYPSUM BOARD (NOT IN GARAGE) '-'4 scaE: a^ • - INSULATED WINDOW W/ INSECT SCREEN AS MANU. FRAMING BY: "ANDERSON" TO REMAIN CEDAR SHINGLE CASING "WP 8845" AS MANU. BYE ''/g" CDX PLYWOOD 5/4"x4" CASING FELDMAN WOOD PRODUCTS CO., INC." NOT IN GARAGE) 15• FELT PAPER INSULATED DOOR 2"x4" P.T. BUCKSI' TTEXISTING 5/4 x4" WOOD CA ING 1"x6" WOOD JAMB WOOD STRIP WITH i CAULK e COX PLYWOOD INSECT SCREEN MEMBRANE FLASHING CAULK CEDAR SHINGLE 5/4"x4" CASING G TYPICAL HOUSE WINDOW JAMB DETAIL /1 TYPICAL GARAGE WINDOW JAMB DETAIL 5/e" COX PLYWOOD scu.e 3" - r-p^ MEMBRANE FLASHING CAULK CEDAR SHINGLE GARAGE DOOR AS MANU. STOOL AS SUPPLIED BY: "NORTHWEST DOOR" BY "ANDERSON" INSULATED WINDOW W/ TYPICAL EXTERIOR DOOR JAMB DETAIL LINE OF Y4" RECESSED SLAB IN INSECT SCREEN AS MANU. "'' sc,aE 3^ - r-a BY' "ANDERSON" DOORHHARDWAREGE I : FOUNDATION WALLED (BEYOND) GARAGE DOOR JAMB DETAILPATRICK B R E N N AN 1, AR ECT GARAGE DOOR AS MANU. 1"x3" APRON - - INSULATED DOOR BY NORTHWEST DOOR" r�PED ARCy/ Iljl r PAN FLASHING 1 ����'i� ' WOOD STRIP WITH ,� INSECT SCREEN I I li, WEATHER STRIPING W R � JI cll CAULK R I D JAMB 5/4"x4" APRON 5/4"x4" WOOD CASING 0� 'i I 10 IS-15- FELT PAPER— i a �i, CAULK 5 9T TREET TAPERED t I NEW YO , YORK 10011 HARDWOOD I 'i - 212.989.1123 COX PLYWOOD r STRIP CEDAR SHINGLEREINFORCED CONCRETE © caRYRwNT zpc3 /Z" GYPSUM BOARD - - FOUNDATION WALL (BEYOND) MGErrA44W 5/4"x3" APRON _ /1 TYPICAL HOUSE WINDOW SILL DETAIL REINFORCED CONCRETE TYPICAL GARAGE WINDOW SILL DETAIL FLASHING RAMP McCALL INSULATED WINDOW W/ PORCH FLOOR RESIDENCE J ' SCALE, 3' • V-0" OG score 3" - r-0^ ` CUTCSIDENC NY LANK INSECT SCREEN AS MANU. BY "ANDERSON" AN FELT PAPER AN D FLASHING _ _-- WOOD TRIM - - /p" BLOCKING PORCH FLOOR aaorEcrNo — FRAMING _ _ 030512 7177E ACKER 21.x4'1 URETHANEOCDAULIKH COLUMN DOOR AND EXISTING FRAMING COMPRESSIBLE WINDOW TO REMAIN FILLER DETAILS TYPICAL EXTERIOR DOOR SILL DETAIL REINFORCED c0NCRETE III _ _ _ __ o•� scu_e a„ . r_p" SLAB t�'1 I p BHrE MAY 2003 I — �-•�" sCFKE - ............... 4 TYPICAL GARAGE DOOR SILL DETAIL 3" 1'-0" /2" PLYWOOD BEsicn+<B Br. P B M H MEMBRANE ' FLASHING _ oraaxw Bn MH EXTERIOR FILLER AS SUPPLIED BY: ' ANDERSON" CALCKEO ev PB VINYL TRIM AS - SAND IED BY: wsaM/M: nn M1 TYPICAL HOUSE :WINDOW SUPPORT MULLION DETAIL {//—�\ 1 raw7999 7Mc Ga 11 A-10.dgn 215 2004 4: 0:49 PM ' REVlSlOtS _-_.T_ ._ DATE ASCRlP7![iV r-el/z" 02/06/04 PERMI77 T 'SET -- II ElElMEDICINE `�.\ ASRED n \ ` Hv- .. CABINET GLS \ TEMPERED 11it I' T .I-- -- ----- ' " \� GLASS ITCHPi ANID TUB \ C 24" LONG OWELAR II �. SHOWER I' IIII II III N _ _ ------ `� m SHOWER , II I � TUB DRAIN I SH01WER I, lij 'n , tl U CE SHWRw , PED LAV A c TUB 1 W/C i a 0 TUB W/CII --------- --- CE W/C r/ MASTER BATH ELEVATION DETAIL --j �I A MASTER BATH ELEVATION DETAIL B CE LAV HOOK - -- ---- CL LIGHT MEDI CAB 5'-6" LAV--- ----- - ---- ------ III - -- r II LAV `\ 1 it III III r . 1 MASTER BATH PLAN DETAIL I I ME IC11�6 I it SCKE:94" - T-D^ 'i r C INET WI i faROR r I MI : LONG „ r I 24: L N LONG 24 L r�I r I TOWEL BAR SHWR TOWEL BAR I'I I I a _ _ 0 � t -- --- ri /C -�T - - W/CIII O PED' L--_— -_-_ F _ -PITCH PITCH L Jam-- 7 7TUE3 -- TUB �� W/C —. F PATRICK BRENNAN A E C T SHOWER PED - - - - --�--1-' I fLAv ° --� o LAV MASTER BATH ELEVATION DETAIL v c,� vINeRFa�O,� _ — __ w MASTER BATH ELEVATION DETAIL p BCKE -Yi. . T.D.. p --- - - - -- -J +. / DIMENSION NOTE: r 3'-7Y4" 3 16 = l'--{ ALL PLAN DIMENSIONS ARE TO 2536°J'�y0� 1- STREET FACE OF STUDS NEW NEW Y02a29B9.112JRK 10011 GUEST BATH PLAN DETAIL - — -- I �• -- _—__ — I COPYRIGHT 2003 2 ©scKE.3'i' • i`0" I L LAV PAO:.LCT AAMC I I HooK McCALL LIGHT ----- RESIDENCE MEDICINE CUTCHOGUE, NY CABINET PRI AO CE 030512 / J nrzE TEMPERED MEDfCINE TEMPERED GLASS DOOR f CABINETTTTTT GLASS DOOR rr * ' ` - - --" AND SIDES AND SIDES IIS y WITH �' 16" LONG BATHROOM PLAN TOWEL BAR AND ELEVATION DETAILS 6 . TEMPERED . w __ _ - 7� _, _ -- ,� GLASS DOOR �� _ - o > Ii ,�'' I' =c'J i- - -- SHOWER AND SIDES . > o 60 � a m �>� MAY 2003 �. N iso SHOWER III 1 I � O O r � � I ' I r pp ' SC/8E u — 1,—G I I 'OSHOWER -PED.I LAV. I PED LAV. _ -- --- -- - _ - - _ -- -.—- --- - _- - i �slcn<O er. P B M H r W/C 6wov er. MH PB I � I ' r artawrno Av 4 r r / r r - 11 I A E F GUEST BATH ELEVATION DETAIL GUEST BATH ELEVATION DETAIL GUEST BATH ELEVATION DETAIL G GUEST BATH ELEVATION DETAIL H 9CKE:�'�^ - 1'-0" SCKE: " SCKE'�';• • p-0.. � �i^ . T-0.. Drawings Mc0a11 A-f .tlgn 2 3 2004 1f 35:34 AM MECHANICAL NOTES R vrstas 1. CONTRACTOR SHALL EMPLOY MECHANICAL SUB CONTRACTORS EXPERIENCED IN THE DESIGN AND O/+TE OESCR/PTJON Ile �� ��—,/� INSTALLATION OF FORCED HOT AIR HEATING SYSTEMS, 02/06/04 PERMIT SET /�/� V -_ -- - -- --� �� ----- _- - ---- —�/ s 2 CONTRACTOR SHALL CI RESPONSIBLE FOR DESIGN OF MODIFICATIONS TO ENTIRE SYSTEM. INCLUDING Ir FURNACE AND ALL ASSOCIATED PIPING, DUCT WORK, WIRING, VALVES, ETC. F I 3. PROVIDE EQUIPMENT CUT SHEETS AND REGISTER SAMPLES. STM Iii lg _ \l -- - - - -` - '1 9 4 COORDINATE PLACEMENT OF EQUIPMENT AND REGISTERS WITH OWNER IN FIELD. =-- ', ''I5. CONDENSATE LINES SHALL BE THOROUGHLY INSULATED TO MINIMIZE CONDENSATION, '�-- OVERHEAd I. 1 - _ - 6. DUCTS SHALL BE LINED/ INSULATED TO REDUCE HEAT LOSS/ GAIN AND LESSEN NOISE. , DOOR E - OPENERT F '" MECHANICAL SPECIFICATIONS ___,-_, - _ ____ __ __ = 1. ALL EXISTING HVAC DUCTS TO SECOND FLOOR TO REMAIN. AV EQ. E0. � nll- - i I �� 2. EXTEND DUCTS AS INDICATED. 1 SECOND yl- --�'� --- y"d'- ----- --- - f Doan f WIN 3. PROVIDE FLOOR AND WALL REGISTERS AS REQUIRED. -- - - -- -_ - - - - , ` \ - SYSTEM TO PROVIDE UNIFORM HEAT DISTRIBUTION. FLOOR 4. BALANCE P, ----_4 R. RADIANT SYSTEM SPECIFICATIONS / -- -- - II 220 VOLT ELECTRIC RADIANT FLOOR SYSTEM SHALL BE MANUFACTURED BYE "NUHEAT INDUSTRIES LIMITED" I / I 800-778-9276, OR http://www.nuheat.cam. 1 STANDARD SIZE 110 VOLT MAT - F2121 2184`x84'MS 1 If - - _ 1 2 OHMS 1 \ / I I _ 5 3 AMPS 588 WATTS I ' 1 FLOOR-SEN51 G THERMOSTAT WITH BUILT-IN TIMER AND GFCI(FTGFIP) NTj 1 lll����JJJ\ I - - ILII - 1THERMOSTAT NSENSOR PROBE I B "" - ^"- "^'�"'-' '='r - '� "-""` - --"-' "' "^'',I f0 I, INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS SLLOn'D FLC-0R� I I I � I ELECTRICAL NOTES a, 1 rT,:_- --_ 1 ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE UL LISTED AND MOUNTED AT STANDARD TRADE HEIGHTS 2. RECEPTACLE OUTLETS SHALL BE INSTALLED 12'-0" O.C. MAXIMUM. GROUND FAULT INTERRUPTER CIRCUITS Iw SHALL BE PROVIDED FOR ALL BATHROOMS AND EXTERIOR OUTLETS - - _ SMOKE 3 M KE DETECTORS SHALL BE INSTALLED 12" MINIMUM FROM WALLS AS INDICATED ON DRAWINGS, 1 T „ i ' SMOKE DETECTOR SHALL BE 120 VOLT AC POWERED AND SHALL EBATTERY - 1 I� I HAL HAVE BACK-UP POWER. 7 �'I ACTIVATION OF ANY ONE DETECTOR SHALL CAUSE AN ALARM THAT SHALL BE CLEARLY AUDIBLE d T EQ.� � m \ v � THROUGHOUT THE LIVING UNIT. 1 ` ;;}'r - - 4 CONTRACTOR SHALL COORDINATE THIS WORK WITH ALL OTHER TRADES (HVAC, PLUMBING, ETC.1 AS REQUIRED. I�I 5. ALL NEW PANELS SHALL BE INSTALLED COMPLETE WITH DOOR, LOCK, GROUND BUS BAR AND - - - REQUIRED BREAKERS AS SHOWN AND/OR REQUIRED. PROVIDE TYPEWRITTEN DIRECTOR FOR L NEWPANELS, I y Q Y AL lit _U1G c / I - / � ' 6 ALL LIGHTING FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS. - ---------------------- 7 UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT CONTRACTOR SHALL URNS AN - UNDERWRITERS CERTIFICATE. q', rD jR ¢r', ELECTRICAL SPECIFICATIONS: I. Eo EO - - EQ. EQ. - F C. 1, ALL SWITCHES, DIMMERS, RECEPTACLES, TEL. JACKS AND CABLE TV JACKS SHALL BE: MANUFACTURED BY LUTRON, LUMEA ',2 SERIES, COLOR WHITE W/ STANDARD DESIGNER WALL PLATES. n GROUND FLOOR MECHANICAL/ELECTRICAL/PLUMBING DIAGRAM 2. CONCEAL :ALL TELEPHONE a CABLE TV WIRING WITHIN WALL / CEILING CONSTRUCTION. PLUMBING NOTES 0 TO TYPE, SIZE, LOCATION, AND INSULATION OF ALL DOMESTIC WATER .-- - - - ------ -" - '- "-- SUPPLY CONSIDERATION TWAS E PIP BE GIVEN PE ___ _ _ - --- TE PIPING TO; I MINIMIZE CONDENSATION o) MINI I RADIANT HEAT MAT — I bl REDUCE HEAT LOSS/ GAIN 1 - i snwelu� �>.ly �r 1 _ c) MINIMIZE5 UE TO WATER FLOW 1S1 OF HVAC DUCT FROM PATRICK APPROXIMATE LOCAI']N l 4" VENT 4" VENT GROUND FLOOR I BRENNAN �. ` GUEST BATH� _ MASTER BATH II � L__ I, WIN £ oaorzR k I �A. r �'i, _ -F— VIN J @ srrn FLOOR I _ v' • / I ARCHITECT r _ _ _ _ - -E \\ F-' -trI ILI G —TTLAV1—T TUB ~T—r— d, j VIII — - - - � _ � GROUND � i -- -- - _ - - - �, 11 i � I }}I -�� 12" I1.6 2' I 1.6' 1.51 12'. 2 r_________w L____1 r___f, - _ ((l�jr . llr}�Y : II is R! SHOWER, 7 _'''''''' I CrNwrs , I( :yi �v - ' } „ I— —1— �T E �_ - . _ ',i IE `? —_—_— - _1 "I ' I I , C. 1.zs^ s„ Ls cA ------ t --��� T ----I d 19 LFT / _-_��/ T-^ 1 - u lI Tt'r y,• 4„ 4„ 4„ NEW Onk mnl• c0^ M1v' a„ 2PYRIGHuas `� AHI r F NwN IC9KEN tev ------ --------- .� „ _ �, �I © caPrRlcNr 2003 TO EXISTING -- . V• ` \ 4 ODOR TO EXISTING @ RN _�I\_ - �� FIXTURES ON PRO✓ECr M9ME '� GROUND FLOOR APPROXIMATE LOCATION SEarlc EXISTING 4" -__-- - - - I 'kA. I, r J SYSTEM R _ c.o--------------- MGCALL ISI OF HVAC DUCT FROM GROUND FLOOR � R° UU J �LNNTARY CUTCHOGUE . 11 RISER DIAGRAM it . . / MECHANICAL LEGEND PRarEcrNO - ISL - --- £ wuL = £ wwi \ II 0305_ \1 \I / I PLUMBING LEGEND �' Hvnc SUPPLY - 1 wnv FF HVAC SUPPLY WALL/KICK SPACE REGISTER TOww ®-' HOSE BIB Or THERMOSTAT OOR ANDRDORD r, - ELECTRICAL LEGEND LECTRICALEQ. IEQEQ. LUMBING RECESSED LUMINAJRE - Ft W,N DUPLEX RECEPTACLE OUTLET THERMOSTAT OF+rE SURFACE MOUNTED LUMINAIRE FI OOk OR CEILING ING MOUNTED MAY ZL Tn DUPLEX -CEPTACLE OUTLET Os CEILING MOUNTED (alEXTERIOR SECURITY LIGHT SPLIT WI P ',1 ALF SWITCHED) SMOKE DETECTOR SCALE _ ---. - -`- - MOtI .1 I," F F NOT TO �y� I WALL MOUNTED LUMINAIRE Ic) CEILING MOUNTED SMOKE AND it UNDERCABINET LUMINAIRE � PIT I Ti I'_ i, I - N MONOXIDE DETECTOR - CAR( TI FI ZONE CUTr ET WALL FE516�� RY. FE+ - dF R00 MOUNTED NI1 IILX 1" AY,F UNLESS JUNCTION BO% LlP �. _, I_� I _ -- IFP1 WILD NIc 61 I L /r.,Tl ET CEILING MOUNTEDJUNCTION BOXfi ",I: F:.N GITN LIGHTDEDICATED CIRCUT OUTLET - 'U.nO.ILF' _-.__.nr, �- "iXL..I I I, I I I s I ' _ I II ' - DUPLEX ., u MOUNTED 12 A F.F. UNLESS NOTED RECEPTACLE OUFL q;` F,vN LdGHT SECOND FLOOR MECHANICAL/ELECTRICAL/PLUMBING DIAGRAM EPTACLE ouTLET O" 2 SC.LLF N.T.S. MOUNTED 12" A.F.F- L DUC4 HEIS UNLESS NOTED OTHERWISE Oraaing5 McCall MEP-01.dgn 2/5/2004 9 22.25 AM