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Home My WebLink About34996-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34730 Date: 12/07/10 THIS CERTIFIES that the building ADDITION/ALTERATIONS Location of Property: 3760 OLE JULE LA MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 122 Block 4 Lot 24 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 4, 2009 pursuant to which Building Permit No_ 34996-Z dated SEPTEMBER 14, 2009 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 ALTERATIONS AND ADDITION, INCLUDING DECK REPAIR AND COVERED ENTRY PORCH, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ARTHUR & MELISSA BEISEL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 133884 11/05/10 PLUMBERS CERTIFICATION DATED 11/19/10 J ZEES PLUMBING Au o ,zed ign re Rev. 1/81 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. 34996 Z Date SEPTEMBER 14, 2009 Permission is hereby granted to: ARTHUR & MELISSA BEISEL 5858 WILLIAMS DR WARRENTON,VA 20187 for ONE STORY ADDITION, NEW WINDOWS/DOORS,NEW ELECTRIC SERVICE, INTERIOR ALTERATIONS PER APPROVED PLANS & TRUSTEES#6969 & DEC AS APPLIED FOR at premises located at 3760 OLE JULE LA MATTITUCK County Tax Map No. 473889 Section 122 Block 0004 Lot No. 024 pursuant to application dated SEPTEMBER 4, 2009 and approved by the Building Inspector to expire on MARCH 14, 2011 . Fee $ 1, 025 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 FRCi�I SR T)OCT 23 20 1 0 21 :27/ST, 21 :25/0. 042B8841 P 4 ,.- FoFm No.6 TOWN OF SOUTHOLI) BUILDING DEPAWrM E1N`r '1'D-1iK.N nAL L 765-1802 L5 V A,I'PLVG ATION FOR Cl;WfIFICATE OF OCCUPANCY qCT 2 5 2010 This application must be fitted in by typewriter or ink and submitted to the Building Department��'t a fo lowing: A. For new building or new use: BLDG.DEPT. i. Final survey of property with accurate location of all buildings,property lines,streets, unusual r19WWAOUTHOLD 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 Undeerwriters. 4, Sworn statement from plumber certifying that the solder use.l in system contains less than 2/10 of 1% lead. 5. Commercial Wilding,industrial building, multiple residences and similar buildings and installations,a.certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. R. For existing buildings(prior to April 9,1957)non-conforming useR,or buildings and"pre-existing"land uses: 1. Aoourate survey,of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application atad consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the.Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50,00,Additions to dwelling$50,00,Alterations to dwelling$50,00, Swimming pool $SG.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses$50,00, 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$i 5.00 Date. New Construction: V Old or Pre-existing Building: (check one) I.oeation or property:--3 T 6 D o c e j ut g ( N e_ � e / G l Douse No. Street Hamlet Owner or Owners of Property: #1 X T ffOC �tirE C,/.5YA /6 E 1 S:f L_ - i Suffolk County Tax Map No 1000, Scution 2 Z Block D Lot 2 Subdivision _ Piled Map. Lot:_ Permit No. .3 / J� Date of 1 ennit. Applicant:_ Ge�Ale— Z Health Dept.Approval: W-AUnderwriters Approval:_ __...__.__..,._�._.._.. - --•_-- Planning Board Approval: ,It// 4 Request for: Temporary Certificate Final Certificate: �._. (check one) Fee Submitted:$ Applicant llgnature Co 2��O� 0 Electricallnspection Certificate Electrical Inspection Service, Inc. Issue Date 375 Dunton Avenue Application Number 11/5/2010 East Patchogue, NY 11772 133884 (631)286-6642 Yy„ Issued To: Mr. Aurthur Beisel Street: . 3760.Ole Jule Lane Village: Mattituck Zip: 11952 Town: Southold Section: Block: . Lot: 4 Contractor: four Wiir ds Electrical-Corp.(L) (cc) Lic. ##: 4775-E. Was examined and found to be'incompliance With the'Residentiaf and Building Code of New York: ❑ Commercial E] NV Defects . ❑ Pool ❑� 1st Floor 0 Indoor d❑ Basement ❑ Hot Tub. Y ❑./ Residential ❑ Out Bldg. . ❑Attic W 2nd Floor ❑d Outdoor ❑ Addition ❑Survey w Gas Pipe,Bonding t ;'- --Switches Receptacles :.Fixtures GFI, Dishwasher Dryer/Amps Washer/Amps A/C- L; . 56 40 48 20 1/20 I 1 1 30 1 20 2 ... ........_...._.._............. ...............:.:..:...:_..._._.._..........:..._...-- ......:............. ...:.......---.._...... ............_._..__._........................ ......................_.._......_.. r Fans Furnace Oil Gas Circulators . Smoke Detector Oven, Bell Trans Heaters X 4 2 1 y 'CO Detector Range/Amps Hydro Tub" " Micto.Wave M.eter/Amps Phase:.,. :.UG /OH ... 1 1 Gas 1 1/20 ❑�/ Photovoltaic Systems Panels: Inverters: Bldg. Permit: 34996z _ 'f j Other Equipment •, CO/Smoke Combos/ 2 30A A/C Disconnects/ 2 15A Air. Handler Disconnects I Grace A. Surdi President R g nspection: 4/28/2010 .. . In r: M jhf 111 . I i i al Inspection: 111312010 pector.:- Joh Mc Mahon n // : J . . .. . , . This certificate must not be altered,in a y manner. p E C E E Q�Qg�ffOC��oG NOV 2 2 2010 cz Town Hall,53095 Main Road CO2BLDG.DEPT. Fax(51S)76 -t8Z3 P.O.Box 1179 a • TOWN OF 50 765-1802 Southold,New York 11971 y pZ OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T 1 0 N DATE: Lll! f 0 Building Permit No. Owner: (please print) Plumber: r (please print) I certify that the solder used in the water supply system contains less than 2/10 of l%- lead. S shr . P1. ers ignature) r Sworn to before me this 0 day of Notary Public, �v��/ • o L County E JAVNEP:MAM - Nv.773 OF SOUlyo�o comm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ' "[ ' �-E'MARI t � to DATE ,` INSPECTOR ° OF SO(/lyo! COMM TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT'ON [ ] FOUNDATION 1ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: A S DATE f INSPECTOR �o��Of SOUlyolo Comm,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ =TION PLOG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [- 'FIRE RESISTANT PENETRATION REMARKS: c DATE �� INSPECTOR G �OF SO(/r9 �o� ono TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING /STRAPPING [e FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: uos � 46 DATE Lb�(' INSPECTOR N iC TOWN OF SOUTHOLD BUILDING DEPT. '765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS.- DATE ® INSPECTOR CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 www.mksarchitcct.com October 25,2010 Southold Town Building Department P.O.Box 1179 Main Road Southold,New York 11971 Re: Additions and Alterations to: Beisel House 3760 Ole Jule Lane Mattituck,New York Permit# 34996 (SCTM#1000-104-03-08) To Whom This May Concern: ? YcGI I. t. fi y} I have been to the site during the construction phase and inspected the framing, strapping and rough plumbing. I hereby certify, to the best of my knowledge, the framing and plumbing work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, h 112''' M ��(Lry,'', Jd7ris<� yp� . . DEC - 2 2010 BLDG.DEPT. TOWN OF SOUTHOLD Mark Schwartz Av AIA Member American Institute of Architecture FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) y FOUNDATION(2ND) l� d- SPA o O ROUGH FRAMING& y PLUMBING � G INSULATION PER N.Y. H STATE ENERGY CODE /N P Qj © . FINAL fel ADDITIONAL COMMENTS y , m b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees 4� Flood Permit Examined_ ,20 / Storm-Water Assessment Form Contact: Approved 20-0 Mail to: fc /Yg�m #w4,,ZTz , Disapproved a/c A. Phone: �,3 /Je r Expiration ,20 C E Q V E Building Inspector D SEP 4 2009 APPLICATION FOR BUILDING PERMIT Date O p Q 120 BLDG.DEPT. INSTRUCTIONS TOWN OF MUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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'frorn such date. If no zoning amendments or other regulations affecting the property,have been enacted in the interim;the Building Inspector may authorizeJ11 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 regul io , and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appl' nt or name,if a corporation) 933 rTcf¢r ��93.s' (Mailing address of applicant) State whether applicant is owner, lesse , agent, architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature 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: 3760 Otr- .)&C.E CAE 44,1 7VCe�. House Number Street Hamlet County Tax Map No. 1000 Section / Z 2. Block O 4- Lot Z Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /N G (-E b. Intended use and occupancy SA .3. Nature of work(check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application)- 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number,of cars 6. If business; commercial or mixed occupancy, specify nature and extent of each type of use. J�i 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front , r ;' Rear Depth Height Number of Stories' A , 8. Dimensions of entire new construction: Front Rear i Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Fo 40 11. Zone or use district in which premises are situated zi;I X= 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOZ 13. Will lot be re-graded? YES NO)( Will excess fill be removed from remises? YES NO , rf w!LG 11"9 f VJC 14. Names of Owner of premises ��S'E L Address x4 9/ZQE"-�TP"Ni Phone No.S 0 —.3¢ 9 "!Z Name of Architect C q L✓4?o rZ_ Address V4 Z G f 7 Phone No 7 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YESY_NO * IF YES, D.E.C. PERMITS MAY.BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YE,S NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 12 G G✓ 2 7 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the .4 G 1,46 c�?F_ (Contract r,Aged, '�V`npjratb Officer, et .) 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 o before me this (� day of 20' © / \ r ota Public Site of New York V Not ��IQ@d in Suffolk Coun Si ure f Applicant n i sion Expires July 28,2 l Z „.,s; t 1 /v'.. y+�� r�°r r^ '•�1\ 'l� ��♦�~'"� - ...�� ♦ ./�.i ',,,•` 1.1.1%%%rr BQARD OF SOUTHO�.D TOWN TRUSTEES h_ SOUTHOtb,NEW YO"RK P PERMIT N0: 6969 DATE SEPT EMBER ,,1.1•° ISSUED TO: AR-I UR& MELISSA.BEISEL P {( PROPERTY ADDRESS: 3760 OLE JULE LANE,MATTITUCK a � et, s.,ll SCTM#122=4-24 ►.9 C�NI AUTHQ, RATION Pursuant to the provisions of Chapter 275 and/or Chapter l l 1,of the Town Code of the I own of Southold and in accordance with the Resolution of the Board:of r, ,`&tees adopted at'tlie meet hg'held , f e.,ll September 17,200$m consideration of apphqatton fee m the sum of$250 00 paid by Arthur&Melissa-Beisel an subject to the Terms axed Conditions as`stated i i the Resolution,the Southold Town Board of Rustees authorizes and permits the follow,ing. i lyr Wetland Permit to construct a one-story addition to the landward side of the existingdwelling, complete interior renov`afioris'' new vv d'd9 exferior oars d s din' � g� p , > g� remove roofing and insulation boards to expose existing roof rafters,nttall new ; insulation: anels and;as halt shin der r o n remove and replace�Iin kind” existing woo(I decking and railings, and install n w deck ndr stairs, as depicted on the site plan, e prepared by Mark K. Schwartz,AIA dated August 19,2008. I'y' IN WITNESS.WHEREOF,the said Board`of Trustees hereby causes.xts Corporate Seal to be affixed, r and these presonts t6be,subscribed by.a majority of the said Board as;of this:date � �•Qlf � ��i/� � 11l%jr � s r 3 °11 '.. ice:,•'. •111 �I �'/rr ,• w � n ' ��l/ilili 1°♦li%1r�., .:V,ryr•.ii.) 11�i�� .. , e:(i�lll (11i�i: :- tfill) 11`iL"`- !•.d//. 111r ;/!i 1... ,„,u/ 1 _c r}+:L�r..:" r. �.1 111♦y .,:;. h N♦l:1°N 4:,:� "r:,,�'♦lilili,,♦1:t1�„" �:i1SlAl:_;�1�!i�a• -� . 'rA.lili 111�♦i i Jill M. Doherty, President *0 so(/ryo Town Hall Annex James F.King,Vice-President ,`O p 54375 Main Road Dave Bergen P.O. Box 1179 Southold,New York 11971-0959 Bob Ghosio,Jr. cn >r John Bredemeyer '.�`�l� �Q Telephone (631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0594C Date October 15, 2010 THIS CERTIFIES that the one-story addition to the landward side of the existing dwelling, new windows, exterior doors and siding, removal of roofing and insulation boards to expose existing roof rafters, installation of new insulation panels-and asphalt shingle roofing removal and replacement in-kind of existing wood decking and railings and new.deck and stairs At 3760 Ole Jule Lane, Mattituck Suffolk County Tax Map#122-4-24 Conforms to the application for a Trustees Permit heretofore filed in'this office Dated 8/21/08 pursuant to which Trustees Wetland Permit#6969 dated 9/17/08 was issued and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for a one-story addition to the landward side of the existing dwelling new windows exterior doors and siding removal of roofing and insulation boards to expose existing roof rafters installation of new insulation panels and asphalt shingle roofing removal and replacement in-kind of existing wood decking and railings and new deck and stairs. The certificate is issued to ARTHUR &MELISSA BEISEL owners of the aforesaid property. uthorized Signature / NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW Facility DEC ID 1-4738-03597 i i PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: ARTHUR BEISEL BEISEL PROPERTY 5858 WILLIAM DR 3760 OLE JULE LNISCTM# 1000-122-04-24 WARRENTON,VA 20187 MATTITUCK,NY 11952 MELISSA BEISEL 5858 WILLIAM DR WARRENTON, VA 20187 (540) 349-1238 Facility Application Contact: MARK K SCHWARTZ PO BOX 933 CUTCHOGUE,NY 11935 (631) 734-4185 ' Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck Facility Principal Reference Point: NYTM-E: 707.8 NYTM-N: 4539.8 Latitude: 41°58'58.5" Longitude: 7391'47.7" Project Location: 3760 Ole Jule Lane-Watercourse-James Creek Authorized Activity: Construct a one story addition(323 square feet)to the street side of the existing house. All work must be in accordance with the attached plan prepared by Mark Schwartz dated August 19, 2008 and stamped NYSDEC approved 10/28/08. (MAM) Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03597/00004 New Permit Effective Date: 10/28/2008 Expiration Date: 10/28/2013 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION / Facility DEC ID 1-4738-03597 NYSDEC Approval By acceptance of this permit,the permittee agrees at the permit contingent upon strict compliance with the ECL, all applicable regul ons, and all conditi ns included as part of this permit. Permit Administrator:JO WIELAN ; Deputy Regional Permit Ad inistrator Address: SD W REGIO 1 HEADQUARTERS S BR90X50 CIRCLE RD B O ,NY/1 179 -3409 Authorized Signature: Date ��/ � L/ I ution List MARK K SCHWARTZ Marine Habitat Protection MARY A.MACKINNON Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 2.'Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. Page 2 of 6 / 9b NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-03597 3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 50 days,of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debri$is permitted in wetlands and/or protected buffer areas. 5: Seeding Disturbed:Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses,.etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the.project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch.or jute matting until weather conditions favor germination. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 7. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 100 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 8. Driveway/Parking Area of Pervious Material Driveway and parking areas shall.be constructed of NYSDEC-approved pervious materials. 9. Direct Runoff Away from Tidal Wetland.and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 10. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 11. Conformance With Plans All activities authorized by this permit must be.in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Mark Schwartz dated August 19,2008. 12. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this 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 extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 tlNEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03597 13. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete,leachate or any other environmentally deleterious materials associated with the project. 14. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may 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. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 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 SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit..to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03597 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for"modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions-of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law_or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives, employees, and agents ("DEC") for.all claims, suits, actions, and damages,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: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page 5 of 6 Adh NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03597 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. Page 6 of 6 o 0 0 - iaa -� T OF. OUT OL PROPERTY RECORD CARD 2 s -OWNER STREET 7&q VILLAGE DISTRICT SUB. LOT FORMER-OWNER N E f r ACREAGE A _ S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. I IND. I CB. MISC. LAND IMP. TOTAL DATE REMARKS 6 y6rd D <. dad J.Soo , 0 o r . a CD fz�Ll TO , U L INC�COND ��'! 3 l 9 �ongfr.� aQ! ct1?e71Y3Y- c5a , NEW NORMAL BELOW ABOVE Form Acre Value Per Acre Value Ti flable Ir Tillable 2 Tillable,. 3 Woodland Swot land r Brush:and. House Plot Taro a e Mimi PRIS gx ■■■�■■■■■■■■�r■■�■■r■■ ; ■■■I■■■■■■■■l,�xiil■■■■■■ '7PMINNO -98 e MOMMENIKININNOMME ■■■■■■■ ■■■■fib■■■■■■■ � MMEMEMENNE ■■■■■■■■■■■■■■■■■■■■ RIM, e• e• Rooms Floor _ t Rooms 2nd Floor i • 1 .B, v. p _ � � � �r�� I r-^,� ... L___ � .�. �: .` �-"fi�� , ■■�.+r•��L�sfA��Bl�fa.rn�-a "t -=e a Town. of SoUt fold: EraMdn,'Sedit tentation'& Storm-Water Run-off ASSESSMENT"FORM y@ PROPERTY''LOCA7H3N 3.G.Ld1 VHE:FOLWWIHW ACTIOkt MAY RE(IIIIRE WN OF•A. SROR ATE •'WtADJRGf PRAINAIGE AND OSION NTR .4PUW OERTIIFIED BY iDESIGN PROFESSIONAI.tN'Iif1E STATE'O NEI�['YORkC. Olstrict .S�ctipn . 'Block Lot -- -- . —• ————— --------- Hepi.Number; (NOTE A Cheek.Matk(4)for each Question is.Req.1red ion a Complete Application).. Yes. ——- Will this Project Retain i411:Stomt-Watet Ran-Off Lvehetated by a:Two(2'j Inch.Rainfall bn sife7: (This•Item_vAlI Indude all runoff created by.itWcIearing.andfor construction activities as welt'as:all'Site —' Improvements and the pertnanent'preation.of impervious surfaces.) 2 .. . floes the Site Plan''artd(oe Survey'ShowAl( pop ied gialnage Structures Indicating Size&Location? phis ltem.shallJnclucfe.all Proposed Grade;Chinges:and:Slopes ControlfliigSutface lNaterFlowt' Witf tfiis Project Require any.La�nd'Filling;'Grading or:Excavation tvfiei±e there is a change to., Natural to'al within an Parcel? ` E'. ting Grade'Involving more than 200'CubioYards of FAG. n y . ywi-e tandDisturbing.AiWfts'Rnofassing akeaEcss ofi fhisApiica tW Five Thousarid:(5;()00)square Feet.of:Ground Surface?. . is 66re a Natural Water Cqurse'Runningthrough.•the'SIWI 5 — . io ect within the Trus(ees jurisdiction•pr Within One Hundred(100)•feekof a Wetland or Beach? ; Is this P_ l th .'6. Will there be;Site preparation:on Facisting.Gcad�Slopeswliieh F_zceed Fifteen(15)feet of.VerticaL Rise to r/. u dyed 100 of Worizontat.Distance ' One N n. . ( .. ) :. till O.dyewaj(s, arlcing Areas&-.other Impervious Surfaces tie Sloped to DireetStorm-Water:Run-0Off 'P into and/or in the direcctionof a town.right�of:Way?,. . $ -will this Project Requireahe Placement of Material;RemoVaf of Vegetation`and/ar the:Construction of. (� a -or Road`Shoulder Area? any Item Within the Town Right=of W y. (This item wilt NU include the instaliation'of Dnveway Apruas). . 9 Wit',this Protect Requite Site Preparation within(he One Hundred(1'0)'Year Floodplain of any Watercourse? NOTE:` if Aiiy Answer to Questions-One through.Nine•is'Answered with a Check Mark in.the Box; a Storm Water,Grading;-. Drainage&=Erosion.Contrrsl P{an is.Required and Most be Subrtiitted:fgr ReviewJ'rior:to isswance.of Any Building.Penilitl — ._:— T—_— --- — — . — . -------------- Yes:. hio,. EXEMPTION:: -- Ooes�tHis project meetttie rninimum standards for dass)ficatio 'a n $anAgdcultural Project? ' NoEe: If Youa>rnswered Yes.to this Question;a.stornr viiier',Grading,Drainage&Erosion.Control,Plan is;NOT'Requiredl _ -�— -- ---- — ——— ----- ---------. ..-------- -- --- S'TATEOF'NEW YORIC, 6 /f6UNT.I'OF_.,..... _r ........ • ..SS................. That I;_......1..!'l. �1!�-.•! •Being duly sworn,deposes and says that.hebhe is:khe applicant for Permit, (Name of individual signing Document) And that he/she is.the ........... . '..,: .•. ;...........:........ ...... ( er,Con etor,Ag-ent;.forpotate officer,etc.) Owner and/or representative of the".*()* of Owner's,and is dwly'alathoried tQ perform or have perforrited..thesGid work and to. '' make and ftle this:application;:that.all statements contained iI.n this.application are true to the best of his knowledge and'belief;and. that the work vvill.be.performed in-:the manner set forth in-the application filed herewith:- ' Sworn to befo're.me this;. .a .... ..t... ......day:of:...,...... ... _ 20.�� CKI TOTH w �1 ........ ...ca............................ . tary Public State Of New York • .•Notaty'Public_ .:---•-. .... � ........ .. - No:f}l�fl6190ii9fr-• --. .... ...f.....�Pfipnt) .. Qualified in Suffolk Coun ( ' nature°r Commission Fx i es J FORM - 06107 BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: / /—'1' 106/0'? Date Reviewed:_F111106/0? Applicant: 0C\Q,kk� Owner: (Y) '5 4 &�' 4 Architect/Engineer: S c- {stimated Cost: SCTM# 1000- ( a - - Subdivision: Zone: k�(() Conforming? nQ Property Address:,3 20 01e,,1 (c kn City: re COs? Building Permits (Open/Expired): BP gl37-Z l C/o Z-B �lnfo BP)"k. -Z/C/o Z- 1 q/D-3. Info; BP -Z/C/0 Z , Info; BP Z/C/0 Z- ,Info: BP -Z/C/0 Z- ,Info. Single & Separate Search Required? Yor N Determination: REQ. Lot Size: b-V-D-D ACT. Lot Size: 10` o e, Q. Lot Cov. ACT. Lot Cov. REQ. From ACT. Front REQ Side o� ACT. Side1 REQ. Rear PROP. Rear REQ. Height. ACT. Height Project Description: frtb A I - &tpr rd-4 .0 y,p -- sr s S ' - ro " —r-- 'Is'Iso u/e(ec-+M Waterfront?gin-- N. �J'er vl C-e If yes, water body: Panel# Flood Zone: 6va-Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or N - If yes, *Bed#: *Date: _/_/_ *Permit#: Town Septic: Y or I - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/7 Y or N - Date./U l�4W Permit#: //�y � 03597�0)or NJ Letter-Notes: Southold Trustees: Y or N- Date: AJ (�/ Permit or NJ Letter--Notes: Southold ZBA: Y or N - Date: / / Permit#: -Notes: Southold Planning: Y or N - Date: / / Permit#: -Notes: Town Landmark C of A: Y or N DTE: / / *NYS CODE Compliance (page 2): Y or N Notes: Fee Structure: / Calculation: p Foundation: SF l. SF)- SF)= 2 SF X $ First Floor: _SF + Initia Fee: $ - . (D Second Floor: SF +Additional Fee ( : $ Other: SF 2. ( SF)- _SF)— SF X $ =$ Total: SF + Initial Fee: $ +Additional Fee ( ): $ TOTAL: $ M �> � VD NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 / Wind Speed: 120MPH Seismic Design'Category:•B • . Weathering: Severe / -Frost Depth: 36"1r ite: M-H ecay: S-M Design Temp: I I Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA. ENGINEERED/PRESCRIPTIVE FULL'FRAMING DESIGN ELEMENTS`. Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATIONS4/N .LIVE: Y/N DEAD: Y/N SNOW: YIN SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: •MISSLE TEST RE UIREMEN /N EGRESS 5.7 S.F.:�/N 4 LIGHT 8% /N VNT 4%: /N E NAILING/CONSTRUCTION SCHEDULE /N MEANS OF EGRESS: /N PLUMBING RISER DIAGRAM-ON LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS /N TOTAL COMPLIANCE? tN (RETURN TO PAGE ONE) SOUTyQIo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G �Q Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD October 21, 2010 Arthur & Melissa Beisel 5858 Williams Drive Warrenton, VA 20187 RE. 3 ane, Mattituck TE: See inspection ticket dated 3/19/10.This information is required before the Certificate of Occupancy can be processed. TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of-$2;100'0_0 Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34996-Z addition and alterations REVISIONS: REVIEW SET 07/03/2008 BID SET 08/I912008 pe �NaL Po N'W SUFFOLK VENUE P� N a° /\P°�E � NFW gIJFFOIW A�NUE �ATION FOR SILT FENCE r,J Y D�J iJ O l TI'FABRIC(FILTER CLOTH)USED m RUNOFF FROM SMALL DRAINAGE AREAS C TO REDUCE RUNOFF VELOCTTI AN Xi-ETI SEDIMENT LOAD LIMITS IMPOSED Yy HE FM C WILL DTCTATE THE M07MUM E PRACTICE APPLIES: \ En In THL FOLLOWING CONDITIONS IENr;1NS C.INTRISUTING RUNOFF TO MAXIMUM SLOPE LENGTH(FT) 75 125 �•f III IN • 115 7C4 p M1h R,MRLAND FLOW TO A SIT FENCT 9 Pfv A'., 1 T, FER IM FEET OF FENCE,AND HE FORM OF SHEET EROSION,AND 4 DF WATER FLOWING TO THE BARRIER FENCE MATERIALS 0.1C 5M4L MEET THE FOLLOWING O rl IERKI<EAPPROVEDBYTHE _DIMLNT CONTROL PLAN APPROVAL .SHALE NOT CONSTITUTE SIATEWIDI, at f'PTABIIITY SMALL DEPENDEVALUATIONS ON IN JCSF4vAT1°N AND EVALUATIONSMINIMUM + 5 C ^• 'II/A/v///w ACCEPTABLE TEST METHOD 0 VALVE 50 ASTM D1682 h+ - .1 �6<- hl b� S •,14 190 ASTM 03705 � ¢ �,A _ y/�,�� /�lI�f�,-�C�• � � � M I AB AGTM 0751 US ST SIEVE E Ao-aD ct7-oozes ��j Izw` Aa two"'w vDl x W Z LEw z RO AsrMc-zs TEU UM1I15).THE LENGTH SHAlI BE A �S,•ri" r^ O OF L MAC' LEGEND IrE WJOT POSTS WILL HE SHSOUND Y'i�,,'i' I +yw / U A MINIMUM GLOSS SECTIONA!AREA EL FUSIS WILL BE STANDARD T AND _ESE'MA 1 1-MIND PER LINEAL FOOT. lA 1D !TS),WIPE FENCING SHALL BE A IH AMA?:M.,M 51N MLSH OPENING, b' - "` FJ IP,YCNIZ OR APWCVrD WJAL MAY METHOD PNOVIDI\C IHL UNIT IS 'wn LAWN I - ,!�N1'p�'�Z, ' u'��,I>, o, I �•. A2Lj. ,�'V Ni CALE 'Ec - YS•��f'I I '3 T6' g, p ' r WALK WAY HIGH WATER M,ARK c O I4'WALK WAY 6'NONTURFF BUTFER Q IO LLI I•— ti +N Q c';Uh SPLCIFI.AIIONS W Y \WIPE FTNiCTDBC FAST�NEDSEC11RElYTO W I Q X LAWN I,V- —11 WIPE TIE.LIR s-APLES. �I„ O w � n U P f.OrH TO BE rASTENEC iECWFti iJ WOVFTJ RhT IV TL Tlf'SPKTD(NFRCM ATTDP ND , •I:D SECTI(v., R•IIry SIIA.L BE O6FRIAPVE°3✓SI�;,:C�;[5 7: C>' LAWN T04"=1rl AIN 1••�V ,-nn. W F ;s O 88 ♦ r^ TIE ANT SHAtL BE PREFORMED AS NTVE EDED AND ti 1' C O I,-REMOD WHEN"&ILGfS'DFLTLOP IN THE � � ,LICE. HAY BALES PROPOSED O W EXISTING NEW STAIRS y 'L¢ �? SEPTIC 6 d I EX.FLIJiH E. b5CK BOAtRD�O ! C C/) D/ IYEpI,ACEAN KIttJb,i' '• m /,fX1St[NG.DECK)'O157S.' MINOTO:ft�MAtty 1.0,10* EXISTING RETAINING N Y S D E C „ ROo' FW j / i / ;/ i / WALLS/PLANTERS APPROVED AS PER TERMS III ourunE; � i,//% / / SPLIT' VEL,FIIAIv1E I/! � �'' ITO REMAIN AND CONDITIONS OF ,;, �i�/'/;;///;/; .MgU�e 5✓C�ltAc,e' ", i%i, ' PERMIT / PYNt tss« { /I/ / // NTER OR ALTERATOIONDS, INSTALL(2)6'DIA.X 6'DEEP % , % % i i 172 DATE , 4 DRYWELLS,PER CODE. f 4 {/, /', / i `, J Z 1 / /!%;{ %/,, i•// ' / �% /' %' /i;' ''// :'{' / n4 NEW WINDOWS.EXTERIOR ALL DOWNSPOUTS SHALL ��•2 ' / % /'/' . w cai DOORS,SIDING AND ROOFING BE CONNECTED TO DRAINAGE �T f ) 11 I.jE ST PIPE WHICH SHALL 8E f AIf b• prx i 4 p CONNECTED TO WELLS(TYP.). * NSY y !, ALL LOCATIONS SHALL BE I ?' I 1 I I I {' V.81 1; VERIFIED IN FIELD.KEEP ALL ° g DRYWELLS AS FAR AS POSSIBLE te, tt:T: .i; bc •:'rt '._ - ......FROMWATER. YJ' J✓ !1 fY'a 'i"' reF i E YARD I 1• , l �._'' y - .ti�� FIT SSA - � H"DIA. i' �i, 4eM •4•,I�bP' ,pia; EEP ,�` •Y `� ALTEREDj�. NOTE. :GRAVEL DRIVEWAY _ p i �A"v eA4 a - DISCONNECT OVER WIRING Z ":! + A! �i TO HOUSE.REPLACE WITH NEW -�{W •q�•;•J EXISTING ,pP: Acj i UNDERGROUND SERVICE - ;: - - - �..� b� yew r t" 6' F N P. r () M PROPOSED ADDITION IL- ,�,,;a I / •,),, - - 1 O Q I� I aiR�3°'1'1�•'�' S6FiDr„ ••'��'• O � �.. J I I , I �4 i SURVEY OF PROPERTY • .4 s 66e SITUATED AT g� . . .. : MATTITUCK RHi:gD WrygE� :aQ• ♦' w d t cp a.t g,y3 ♦ 4d : ♦1, . 4. ;+4 IV 5SO01 t 1011 .� .. TOWN OF SOUTHOLD 4 a 30.00 .. {,,8�.,,h�, - ' �• ,♦ ,rmsE or PAVEMENT SUFFOLK COUNT', NEW YORK S.C. TAX No. 1000-122-04-24 UTILITY POLE SCALE :d LIL-26 �l'^�OVER IWIRE3 �7t iALE 20 r, y _ :W1 1221 2811 TO E• 4 MDN. - - MARCH 21, 200ro a 8.4 -GUY K �AUS ROAD 8.1�, :8;1 WIRE Ili 9.9 GRA v1:L DR n:. mLO t O 10.2 10♦• 'O � � ' r m .4 { A 9 9.1 WOOD Tie m Itl. ♦ AREA 1F>908.20 6 ft. BRIC e' 0.5 ALL 9 E O A (TO TIE LINE t BULLHEAD) 0.388 8G, K WOOD g7A10E 13.1 X ROOF OVERT ' e O £'Ric BRTEPB gT ♦' .4 O 48.8 3 pNC.'.' ENCE U 0.3'W. p 5' ((11 WALL P,FL'13.Z3 •11.4 "`^WOOD FENCE o.ap.� 8., t ET sF'LIT Le.. WOOD�� WOOD STAKE NOTES: S OUSE t GARAGg n r 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 8,2 8.3 EXISTING ELEVATIONS ARE SHOWN THUS: s•tl m WALL luouse FENCE-'` EXISTING CONTOUR LINES ARE SHOWN THUS: s z g4.q' F.FL. - FIRST FLOOR 3 O rP WALL 8.2 X�'T G.PL. - GARAGE FLOOR I-4L. T.B. - TCP OF BULKHEAD B.B. - BOTTOM OF BULKHEAD g Woo DECK S B•g ONC. HWM. - HIGH WATER MARK WtlOD SET m vENT HABpNRY LWM. - LOW WATER MARK 87Ai�p .5 YI `? PIPg 19LOCk N z .o A r 1.2 40 tit 2..,,-cam WALLS a. 1u. 8.a CON 8.2 8 a 4 �L K 'NCO ,., 6.4 NC" S£T X 9LpCK WOOD STAKE a -� E �- mTr zrr� n� X,4 Co R 3 A O 1 ,"- zz 6 -Q X,., In ( � m - WOOD STA b.i _ y m X 1.2 Ttl 3 6.4 r m, 5.4 LKNE4 � � rd.g'E. us O A -V 4.8 +- 1] �SO WOOD-., MAR T£R / x,.3 SET •STEPS 19at WM.3.5 -WOOD � 'STAKE 3.6 �" @-r STEPS /'- FOUND at S 7✓ F )(6A X x Vk 0.2 6.9 wG r� � O ��90 r�4y 3S3 D MINIMUM X '• a ANDARDSIFOR TITLED UR ANCE EYS AS WITH TES ABLISHED V r BY THE L.I,A.LB. AND APPROVED AND AD010TED Q A FOR SUCH USE B7 THE NEW YORIC STATE LAND '7 S TITLE ASSOCIATION. A 3 i X 6.2 Ir y�ry33 3 �� 8.9 ?, 46�i v g.9 N.Y.S. Lic. No, 50461 Lo UNAUTHORIZED ALTERATION OR ADDITION Z TO TI418 SURVEY IS A VIOLATION OF +�y� t'' y� t o ?---A -Nn; -,r nr rt '•"I -r'_r Nathan Taft Corwin 1 1 Ill O= - EDUCATION LAW. s1� �9� ? COPIES THIS SURVEY MAP NOT BEARING r Land 5urvsyor �•J THE LAND SURVEYOR'S INKED SEAL< 'Bq 9 EMBOSSED REAL SHALL NOT BE CONSIDERED y1rao� TO BE A VALID TRUE COPY. 3S a NAIL d CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IA W. IS PREPaARED,AND ON 1418 BEHALF TO THE Title Surveys - Subdivittont- Site plant - Conttructlon Layout T.S.4,1 TITLE COMPANY,GOVERNMENTAL AGENCY AND LWM.O,1 LENDING INSTITUTION LISTED HEREON,AND HWM.3.g 82024 15ce TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)121-20SO Fax (631)121-1121 B 1 11 W TUTION,CERTIFICATIONS ARE NOT TRANSFERABLE. •C'2 ,�+ ' OFFICES LOCATED AT MAILINGS ADDRESS �'� 1 O 1 c 1'`�' THE EXISTET,IGE OF RICxHTS OF WAY 4 ANP/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O, Box IS31 ANY,NOT SHOWN ARE NOT CsUARANTEED. RIVERHEAD, New York IISOI Riverhead, New York IISOI-OS65 2ro-014 REVISIONS: REVIEW SET 07/03/2003 j BID SET DK/19/2003 .9 BL• DG.DEPT. 08/1912009 STORMWATER MANAGEMENT REQUIREMENTS OLK AV2,,E WHERE APPLICABLE a~off jrSv" M1OLK A•IG'Nh" 6G z'DN�I�arLu�ID STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE ,�°/� '• ` �' WIRE FIE DEFINITION: DEFINITION: A TEMPCR.ARY MR91ER CF GITAw OR SiNilAR NA'fFRW.IPIEO Iro A T'r,`4p1lYiY BARRIER OP a-C)TWU FANtx(FILTER CLOM)USED TiGnvTUES C�T ma INCERCEW SIT.I:]A111T LADEN RHWIPF fVM1 WALL M9005E AREAS TO i47.RAFT SML'94T L40EN RIVOOFT FROM SMALL DPAIN4GL AREAS R Or C)EFURBED SUNS. Of IN.STUrWD SORT. NOTE: SILT rOW-1 IS PREMRRM,rP STEAUT)CANT GUM E%ISTS,STRAW MES WY OE PURPOSE: PURPOSE: REQUIRED TO RE PLAT)ON TFE DOL•IN:I RCA-SWD OF TE SrLT FENCE. THE PURPOSE,Or A DUE DUO IS TO REDUCE RUXOT VELOCITY AND THE F'LRPOI,Y OF A MT-EMCE IS TO REDUCE R'UNITFF VEL.D31Y AN UFECT DFPOSIT04 OF THE TRANSPORTED SEDIMENT LOAD.STRAW €TLC-i DEPOS 10 OF TRANSPORTED SEDR@IT LOAM UNITS IMPOSED BALE MITES NAVE.AN MnIMAYED DESIWN LBFE OF TMEE 1)IAONW1 BY ULTRAVIOLET STABRrN Of Tit FABRIC NRL DiCrATE THE MAXIMA M Y,I WATER CONDITIONS WHERE PRACTICE APPLIES: Pmm THE SILT FEND;MAY BE DO). THE STRAW IDLE DOE Is LM AHEM CONDITIONS WHERE PRACTICE APPLIES: I).AOOTHER PFL,[rIGF iS Fs.ASikLE. A SILT FENOF MAY^_E USED SUBSLOPE ECTUEN TO THE N IPXJII%OUdTFCPO 1).MAXIMUM ALLAY/VLF SLOPE LB,RWi�!1'IRB:ITI.NG RLHpF 1-O A 21 TITHER ONO LTUN'�I Y AW'W OF WATER IN A CHA\"L"(61 A SILT IHi('B MR: y OTHER DR/JMAGE l4AY ABO4H TP€6UAiR1E1 SLOM ET@.NEtl, M LENGTH� A A O I Y.1 L] �,� ' 7 `, 3)EROSION WMILD OOOLR IN Tit TARS Or,SNrR EROSION. 3:1 Sa IF/YG7'H ar SLOPE ABD.F Ire STRAW aAs a ooea NOT EXCEED 3:e Is h L L CODES O F �� a►! THM LIMITS: .. .�E (�, z1 ITS N YORK S i E & TOWN CODES QUIRED ND CONDITIONS OF cON SItlRT10N relLM ELDn LLVNGTx I 2:1 so 2s RAtrmntels:l 2W ' PRE-ASSEMBLED 2-112:1 4O SO 2).MAXIMUM DUUMAGF.AREA FOR OVERLAND FLOW TO A SXT FENCE SiLT FENCE STRAW BALE AND SILT FENCE 3:I 33 n SHALL NOT Eu M1/2AMPERIWRETOF",WY;AN'D r A�AI 7 � YIR:1 30 TOO 3).ERON WpAln OCCUR)N TFe rOlBl a€51+•l- !AND Q,OP F T:V L 2/'� 4:1 25 125 41.TFERE IS NO CONOTNTRAnMN OF WATER ROWING TD THE AWLTUEk 1? ADJACETAT ADJACENT STEEPAFss REFERSTo T1v SmPV rSLOFE SECTION Camunarl4a + J�.'•5(1.. W XRE SLOP-s GRADIENT wu•PGE5 TIR03GH nil D.UPLNNE AREA CRITERIA FOR SILT FENCE MATERIALS er PROPERlTY TYPICAL RESIDENTIAL PROPERTY A ro nE STRAW DALE Emo L).S'IT PENCErICA FNRU TIE ODE 11 SHA.1.MET TM'E y I.LDwIMB 4 HOUSE FOOTPRINT 1� APEar:aTDIEdLSonsERwD'EMaRfPJFOBVTE �• m 116T STOP THE PRACTICE MA'/ALSO BE USED FOR A S31W PAMLY LOT IF'DE APPROPIATE EROSION AND SEDIMENT CONTROL PLAN M`PRO VAL POST SLOPE IS LESS THAN IS FAQ.TIE CONTRIMIT OG DRAINAGE AUTIO M Sk"APPROVAL SMALL NOT'EONVI'ITUTE iTA'TEWME AREA IN TW5 HSTAMOE 9TIdL 0E LESS THVW LB`(E A17HE AID THE ACTWDA,CM$IATEwIOE ACCEPTABILITv SHAt DEV da ON Di nLT.D AWD/OR LA60iaATCRY ORM14LI ON AND NAUNATOfii ''2 /t. tZ LENGTN OF SLOPE ABOVE LIE DTE SMALL LE LES THANAW ND FeFr. RAGFILL �TQxJyO( FA{Ric RRORF.RT7Li I1CQ7LVALLE TEGr Ft1T10D g�oJ w '�'r'r��'"'�(`" • STRENGTHT ) 90 ASSM DIW yQ' U.L• V,V•�y //`�`_ --'r NA1TW EIOWLAFAZLI TEEM1T * b+ ` ..1., -Vi5'� SO A5714 D16ffi SOIL b' '1 f:• +C �,'�BYA'+SO 193 ASTI!D3AiA • PROPERTY LINE RECOMMENDED I(P +2 q a ti TOE-IN P RAIDER sTTnAGT1H 1Ex.) 40 ASTM BRI EVEAtr sParAn STRAW MICA APPRO)DMAT:LY SLIMY now MTE FU1.LWIDTM OP RAN (gdJmn/Ln a3 I �-!iL•.- rl• (USLALY IS) PRE-ASSEMBLED SILT FENCE 1 US ST.�.E /Awl' EpO1VlLENT OPET0NG 512E 4O.60 Cw-mis Z '. IAliTMAMLFPARUTBN yTea,,TY�) 90 ASTM D-26 � 2D FENCE POSTS(FOR PINIXCATED UNITSk Tit LENGTH SMALL BE A ~ , •+'dU' /, V '� •AT . MDBMUM OR 361NOES LOW.WOOD POSTS SE r OF AREA I L A P LEGEND E G E I�E D :. OF 3.3S HARE[TAD WITH A MINIMUM fR01S STANDARD LAND / � Q OF3.3ION"t[TIDES.STEEL BS%D PER LDLAND f " CITE STREET � u SECTION weEFTUNG Par LESS-,MAN 1.D2 HIND PER L9EN.roar. {I 3).LwC FENCE CR A FA5PKATE3 LEOTS):WIRE ITPOCIIM..SHALL Lk-A ,� �• v �� MINVA 14-1/2 UAIG-c WTM A NATOM 114 6IN.HESN ONSIRM. b' \ STRAW BALE DIKE DETAILS SILT FENCE DETAILS DRASA b� ` � ' Q.P'REFAN.iUTEB 11PDES;ENNROFE' OR APPROVED Er)L11L WY USED IN UHI OF ABOVE MCf1,OD PROJIOING THE UNIT ES SPAL'BfG OF POSTS ENSr;OUEB PER DETAILS Show z PLUMp �1 ITUrE0.[UOTI:AFI 13M LAWN I r d: lrj BIN a t.7 Iy BCUAD Ru c<FUMED 2 RE�DA'LS.STEEL PIOFTS OR TO tC 6-I0 FEET MATT ��1� LI py��`�•� ��'1 �U (�,/4f�rip BLWATER L L /'N A' IN UAN'fCNR 2'IWS�RI/S W ITR� DN�M OVET1 TE4�a I mo{ ( � 2 N "'./ �U f j \ ¢d 1.i "- P MBINV I/rASTC- I 1.SET STAKES 2.EXCAVATE A 4A X 4•TRENCH UPSCALE w ti ( \ �y IF 4l TESTING LINES NEED DRAXW,AREA MD MORE THAN 114 AC PER ALONG THE LINE OF STAKES. - 4WAAAddliIW FEET Of STRAW.•rs OK FOR SPLCPS {I I I LESS THAN 25%. � � z , USE I UNLAWFUL BEFORE COVERING ^� �T I � WITHOUT L a s IFICA g PROPERLY INSTALLED STRAW BALE OF I ( � (Doss-serErl TN9L �1NlUJC�yAY P®t L Or�'N1 FOR ADOIIIONAU STRC/NGi11 FD.TER rA&RC L CAN S ATTACHED TO A S MEN FASTENED MESH 1W�30IE6W 1W71CN ILNS BffN FAST2ED TO I I.•Excavate the Trench 2.PLACE AND STAKE STRAW BALES. THE PD TS(1+1O2 Gk 6 rux.MESHO 6N'Dl' :. 3.STAPLE FILTER MATERIAL TO STAKES 4.BACKFILL AND COMPACT h, rl�ry' C I _^ \ ' INAranmTRNO STAPLE FILTER MATERIAL TNEEXCAVATEDSOIL. � $ ' '' IillE�r rflE R,SQUI '�, ��f �r AND END IT L � HIGH WATER MARK � t•�,,,, ��O��l Il��r�l Ar�tL. AAGLE USILY STAKE LE D - C? S 0/ O T PRPVIWSLYI,AID SALE �.. /! , L 4`WALKWAY r° i 7 E �� i C/9 ATTACHING TWO SILT FENCES 3- w^ b N�FI f11k11P Nil<FFER 411 BEfWEENWE�51RAW FASASMED Two``RTPPOSS-+IRS i� T H THE WIRE MESA -0 �- O 5 t-gs-mmr n°N I o c� PLUMBER CERTIFICATION � APPROffiUTEL'/6 D,Y31E"+ POST OS 0�[a i � ,I T 7 w w num rows Muum SEDD"r,rE.:F 1 ON LEAD CONTENT BEFORE Q BALLS MST BE YIENTLV COWSTRIKTIUN SPRCEFIG7LOA4S; M31ST IDOtE1GT INTO A '�MQ-T 0,, D� T d MUTDAG YNTM hD CrKS IF�RALFS 5 Vdl FIT N.AC€D AT TIE TOE OF A 9APE OR FN TIE WTRN COM ALITED t MLY� N TE CERTIFICATE OF OCCUPANC ® ' I -�� W p I USED!N WATER FLO OC)I)MPLY WITH CH p N OD YTOLR AM IN A ROW WBTI ENDS T:GITRY AMUTT1NG MATEIAN. W \ pY\ TIE ADSKENT BNF-4 ROTATE BOTH POSTS CO1bTWCTtUN SI#OF1,�ATTCY6: .{�. W 2),EMH akZ SnNL BE EM3EODED Dt TE SM A W"M OF POSTS SOEL ETt v7 AT LEAST UYJ \® , w L S�L17ER U p p rEA R)IND'ES AM FLACED SO THE BINDINGS ARE HORIIONLAL, O R U'TYRE rR •�--�/-�� / A9CLOL 1N1 LSE A Y MNL A iJ,wDVf.N"ABBE rLTEE TD BE FASfEN€D sED,►aY TO i1 �', LAWN (�O AMA�G.E (1 ,14 � z / 3).BALES 41Nm BE SECYMELY NICFDREO IN RACL BY F3TFER Two 2 X2 NARI;Y:VOD RUNOFF �.l, DR2crHOir ro Fa'arE FDsrs LViTM LOPE THEs aL rMtEs l7 1� ®. /J DaP,EATr o x SU� 'LYSYSTEMCAIVNOT UTHOLp r REVEN71 N O \® STA45 OR RE.RAILS OUVFN TIROUSH THE ME THE FOIST a 2}WhIRRE IT OE WITH nM SPA F.E.GY 2!"TAT I � O '1 OW L STAKE LB EACH WE SIML.BE DRWEN TOWARD TE PREVIOUSLY FAMCN ATTEIRA'- NO t 4i i �•. LAID BALE AT AN ANGLE TO rOFa nE BALES TOM7K--R..STAKES AND N:W S�GrlaL ll(('�' J/ry� •COp SMUT 6E OrIILEN H'JTJI YfTIN TY'E BNE- E1�`JEE✓ A••./�O OF�1%LEAD. +}INSPECTION RE H WFIINE , R f4PAl0.Rf-P6.J,f1MEtrr 9LNL Io Ip DiRELTION OF RUNCITT WATERS 3I-WHEN Twn SECTIONS OF FILTER CLOTH AD30IN EKH N j -•....�_.<.. _ z lE MADE PRf1M'Rv AS NEEDED. (MIN) I I I Ia9a-M.BITnN POSTS EDGER nEv 9NL.K OVERLAPPED BY six RICHES tJT NOTE: ^•-•• R AND FOLDED. W LAWN TO REMAIN ..- O APFRO)OMATE �to TNOES 0 MAROTN,VNE SILARL BE PITIMOR•ED AS NEEDED AND w i Do O O 5).Nkcs SI1N.6 N REMOVED WNCN Ti:EY HAVE"SERVED T€IR +'x+•TREND! +�•pM / ,yD R"TRY Fi ,OU�3 A SHOULD M KUDIR THAN POINT B I/ATE3UOl.Rl`DDVEn'MEN"RLRriPS"DCLELOP OI T'HIC L•�• - q� DO NOT P tlRA:TIAFE BSTNLAT[OV SYLIE�' { FRAMING RICHER V' TEFL 3.BA AND C USEFULRESS SO AS NOT TO 6LOO(OR IMPEDE STORM R.OW CR f F EXCAVATED SOIL, ORNIMAM cHwvr ETIe/AnO10 HAY BALES ' _,.. m SEPTI NEW + .� a , is,. .: .n. r:'z / ,.. ., r �5•. :,,. #R LOC PROPOSED ._ ,. , .FIR . M. ,,. ,.,. ,.. .,. . 1k � �� OF ATI Y ;/, EXISTI CG AIRS f. .r, .: r, a>< �!'. u, �., �{, su .3 } >H._. � 7 Y 4.. ,` ..,.. NT A �. / z T I� ,. .. � I �I t �r y I� 5, N ., �, ,, � .�. . .. � T � a n, Iv ,. e ,.. 4, - .fir. dy:., �k2�`ir.,.... .� N .... ,.,.,,. �F` IMF' , • •,, F )�.,; �'`s:; Ater +1Ya / O P• .. 42 F. EX,FLU%H /E y / / .y Sf5` „ I'll �� r a • , r Y Y r DAT Jill PRO Ar WED AS (, EXISTIN4 RETAINING Id. '® B.I . - ^ S:k, ( f 4-':x` .:,t, .,,,''. w'r �•,, '.r:.. / / ! / /PLANTERS • WALLS wV;S ROOF Y r �.. r. , I :F oUru TO REMAIN "�• P v EIIF � Ec. PY. NOTIFY B -:f R lr - ' � G VCr'. r111i1�'.� , • f "� , �. .. �. .: ,, ,.... , ., ,. ,, - ; / - � .ENT AT M ISTING � UIL D'ItiG L,� EX w/PROPOSED 7�5-1$ .,k i � Fi J 4 1 TO' In F INTERIOR � T � ! / ALTERATIONS. HE r . L „A r`u'THY"�`•'r''A I.I �I r s L: a I , . / � NSTALL 2 WOW P a... . w., X 6 DEEP NTH NEW WI .. . NYC` WINDOWS,EXTERN ((�' IN . Y OR `1 S P / DRYWELLS,PER / / / � T�0'VS CODE. p ) rr•�V „.8,,{.g� w^ _ �. ..� r•. ,.:. .� [r.,,.t ..,.v�'J :-: f n.,3.r _ - .-. .{ .. 7'k., �.•.,. 1 . / d ... / f,. A DO SIDING AND ROOFING f � LL DOWNSPOUTS SHALL cSr .. AEI k oN I E ,r 7 F Q LII7l v :a�:A.,.. r... 9 J • �b'. R. i, L n. ...... ,..,, 1 ,j R: }. r',. EJ BE CONNECTED TO DRAINAGE .. .. I `T d / F ...... ,.,r ;R'.` ,, �.•- R„ -' ,- ti< ., , ,., ,,- i>< w PIP WHICH HA ED E WH C SHALL 8E � ,. � CONCRETE ., a ". - . - , ,� e ; : , CONN CTED TO WE .. .,..-/ L1 TlPLUMBING ,r,,..,!►{/ v ..,.2 .•.W �T�..,T:.. ,. ,, �Y �.. . T - A... _,��.., ,..... 'nG , , :,. E FRA ALL OCATIONS SHALL PL�� ... L LLBE I BIP,Ca r. VERIFIED IN TIELD.KEE ALL.. - UL>A * T• N POSSIBLE ,. - . .. ,:: T.. ,. .. .. _. •.-.-- -�-',�`-, DRYWELLS AS FAR A3 , , , -r ., � ,•. W v '� . , ,. J. - , .. , ; .. . •... FIN I�4, AL '�. „r. , , M WATER. .rE•t - ►t�-' COr;,.rTi /-, .. -. t..w.,, .-I. :.•�� .:, � 'a.._.;,,_ ._ ,. ,_;,,. .c'A, .se) ,. T .- . nr,- i, r :. ... ", .`'FRO IJ �•. . ! I I I F'RLIiTI y w w..,,. ..l .e ,,,R e5,%rt ,., ,:a .�., 4'r..s')M,`$.la ,g '' ,`I I .. .r:, , F ,, .: .,m. � ., :.r . , h .YARD.•+. . I C 8'.,r .. ,.r 'RM13H: �+ ,,.n, �,, A. J' _., '�`�,� ,., x x„ � , .e/A4.n, � . A� S � .. "h- E J M. ..v' n•Ya„'S L... I site c, , . . .�._.._.�.v ,�.� �� •''">... Al.l ETA_ _C'0• SITE PHOTO: E SITE PHOTO. C SITE PHOTO: A ;4 o v*� >:":''-'Y �: ':v::.L. L I I , u: +', ..•:. ::' ty :: i I-i 0� �T 8 L h�� „3'�r� 'm'+�•.��1;'' ,,.,, ,- :. I I �t.. �"(4 d� »•'° _ - yr'�� I kT r•}'7>�''�•�y'.y� - `/t 4'TI ..,. f ... "4>-' •.. .::• �., ii*� I I . f� F"I f7C l�Uu. .y5 A•'N I 1./ ALICRED I I , e A- ,1 H I, I 4 T' a 1, t I dA' GRAVEL DRIVEWAY . _ ,•' Pore: :. f T q 4 DlacoNwecT oveRN WIRING . . . . . , .•. . . •- '.`c' GN A I T HOUSE. W Nam, .. .. .: O [RISC.REPLACE MTH NevJ ,,.. •••.•: ,.• .-:.-•..:,...-: +A, v 1+ -� EXISTING , D �� C ION UNDERGROUND ScRVIA. Ce f,� r K:, ll • ,,..;�-, m r-:...'-•::. _ CAT �. `�� sir / � RTIFI ION O S �rK PROPOSED ADDITIONr;. kl: .�, A •� M ti LNG & CONNECT N 71 NAILING . • = I EQUIRED ow.- 4 :.• 2 a 0 „ . . .. 'T 5 METER f. UTILITY POLE , 7rz, T 's . r .I r � �1A�ra�y... � � ,: ., a "•■ ` ,: `-Ta. ,� r,.,':,, I«,; .: , � ..�•-•- RES fA �: .,, SITE PREPERATION 1 q M1 WI P�V�y _ )L k S vH , AVM ^^ll 1) f .0 -. '. : •.45 [r,,..'1 ., ..,".•� sul.., _. 6M� e,,.,�r•.:M- :" ,.::.. .... _r:�r -, , e vA G"^ ' }f P 4. . ., � H,c~) _. r , ,,, .. a- .- , � � . s . . : a .� :i-.• - EXCAVATION NOT, ~v. ITF r� tn;._s: "�.. ,V. .�+ •, h ,�,c ,. ,:..,, ._:,. .,,.,,,..8�r,TaT ,, ,.:. a 13 ,.,. � ) MUST O BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES ,qq 4- .. ,- ,vr. ,.._ { ..+a.:4t•, .. , ,,.. l i �i .+,4=1 �,,.+,.�'aL „ �� ..,`3;'i,� Kh.;,A•c"' F .r,. Ta .,,:. ... ,.. .- ,_ .... Y .• ,, ':. _,,.. u .,y,...,.,.. ,.,.. : . ,.:-. .,. ',,NA. .- rry EA - � C , r ,. 1 tl ,,�a,� ,a r ,. ,,, ,. �,. � , „, � � ,, ;. 1 ..,,.r , ..,.:.••,. FARE ABLES AND PIPES HAVE BEEN MARKED OR UNTIL- k { w, E..A, v .•, '�.,,., „' � ,.,. s, x' A l„• ,L,S.o ,) t'.^ ,, ,,. -4.>. ,.",. ,.,, r ...e,. T «., .� c35 s U VERIFICATION FROM UTILITY �,�I :�+ m t r:�r., � _ .,.., .. ,�, �` •� x,�, - .. .. ...:. ,.. •rn„•y. ,A'6,., ,.: r _.....a:3 4,"., ,.. .•A• -. 3Y k '+. - Q` t♦ y. -.;p•. qn , } ) .t Li .�.h� „s,5' 1'G,. 5�r.`B,�:I:a.x`{•,. :Y4. ,j:r i,,,T: '.t `O I''. 4 COMPANIES THAT THE AREA IS CLEAR. � w:,rat ;� + I•�I r?::: ::. ,:.T�w � - t.:r' q ,4",R +',:-, .Alre,'Vk' '.'FI 4 fiLrv, a:.,:. L :!" R. :.... .. ,.. .,.:. -:., ;,?v?r.a-�' �,� 7 „�' ,. .,,,°�.:k� ..� M",. q;M.,-L elf a£ � r/�` '��,a�',�� ,d:t'a 1 .•..)_, ,•. '� .�� O �^ w pG 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES �. ., ,;. �F r r IT;�. : « ,.,.al I b�"a'�,� � 4� �. ,. •,�. ,. , _�'` - � ;:" BEFORE E ORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ACHES OF UTILITY MUST LANE I•--A r. 1) : ."...=:A. $n° , • :, N.� ,,,A,aq,� ! E� ,$ T�MRI rx a=, Rr,�:,2,k `;m�;l ...,. ,. .`., .,y �':' r�:� .. e 'a T� -` :r', ,., A I F4� sa s�,,s•,� � �n •r r ,� .,�. ,..,'. x�:F " .. a'= r,.,,+ OLE JULE BE DONE BY HAND. I .. -'.+F, �, ..�„ : ,_ -1:-:,.M , ,", &'�S s _; a `5s wr rye.'a� P��, 'y� •L� �S A ., .. �? „ _: $k v.,}.F P;e' @/ r .'1 .R,,.£F5"S �•.+:n,a ,Y:iS' - ;.+ �:, ,. .: ..1:, _..,: , E?I„a. r a ..� -:, .Ter .;., ,."'::F. :. ,. ,,..� ., - ..,-.`�, .�:: '„ t r o-J'..+',� t, F•� �/N . ..., �, a�, �: ,,. " � I�"r• • '- 3 .CLEAR THE SITE AT EAST F F- A). , ... �""' Arm, ,..,. .,. ,., �•: ,:r , .§,�.,, � ,.��,.,,�„ r��. ,. ,. . .,,.,. .> ., A;. .. , °` ) L 20-25 FEET IF APPLICABLE FROM THE FOUNDATION. VJ I .ttMra,Fr, �!rr,t.. ,,�z ,, ,,,.,�r :2'.�a'P .,;.r+ '� a .,a�t•T.a+•. .€, �a � ) ON. +. .,.,:.! X+,�:.,;.:; �,,,....: -s:': .. ,.::. Car':' •..,. .Pr,-r si'�$'V,2: �'RS ::S`^c,, �,�.'`i -^��,... -;r:.. ,.t. .�: _. e °.., /' - .: a:�+,l a':_ ' CUT UP TREES(VERIFY WITH OWNER AND HAUL Q (V ) B CHIP BRUSH .d�. .,: ,.. m': ::rP tS,wr-:.,�d1�.. ,uA1x .J,.,.,��hA.. _. ,,.,......�,�y.,,4 u..., .a•,. .r. `St H" �«:.,.. A� �� :e r. ram. I .. n,....k - -H'I, i ..: �. I: ,.. , n.� .:I. ... m. e.. .�•,4 i., ,, ,., hr?.- ! h�,..+� --,.,, �". � ,. ,-rr.-. M+. L� ,.z+k^, M .>�'�,_�' C . REMOVE STUMPS AND HA THEM I O 3 Tt ) HAUL AWAY. � SITE PHOTO: F SITE PHOTO: D - ,.•-- SITE PHOTO: � �' B 4). RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. SITE PLAN � 15).WHEN THE TOP SOIL IS PRESERVED,TILL THE SOUL FIRST,AND THEN REMOVE r TO A SAFE LOCATION WITH A FRONT END LOANER. LCT COVERAGE: SCALE : � " � �O'_0' 6). FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION, I 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- DRAINING K. PRDPERTY: 15948 SQ. { T. IF THE DEPTH FOF EXCAVATION ILL R IS TO PROVIDE OR L ROOM IES OVER ALL DIG BY 3.4 FEET. 1° 3).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED k�y_ I�.}=� FIT- 4"� a• r r R OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. 0 8). HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE BUILDING: 1955.4 SQ. 1 T. ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACK TO A SLOPE OF 2:1 Q (' (VERIFY SOIL CONDITIONS). EXISTING DECK: 513.8 SQ. FT. A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. y DRAWN: MH MS 9). PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. „_ ,' ,, SCALE: 114 -1-I) COVERED PORCH: 35.0 SQ. FT. 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION: JOB f: TOTAL: 2504.2 SQ. FT. DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS August 19,2009 SHELT NLivfBEF:: aPRACTICAL. 8 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER • � �''� UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER ' LOT COVERAGE: 15.7 O/o BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY SITE PHOTO: G TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE LIED■ CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE, STONE CAP TO BE INSTALLED L ON EX.CHIMNEY RDIPLANK I X6 OVER 5/4X1 2 FREIZE BD.. _T,T T T I - 1T- _T 4 Li T&L T7 'IT IF CL..CED� BRACKETS t, HARDIPLANK T 5/4X4 TRIM SIDING �FHARDIPLANKJ FT'F 411 T777 1 ® L _T TF _T 11-j Iiy® !._J 1__ I- — — �_ —1 __HARDIPLANK P 1111 M Bb.j_.L1 7 IJ I Er TT" L F zz�l J. E T ❑FIH - ----- -1 1 LI HARDIPLANK -IFf] 77 1 44T - -1 1 F I . - 1 11 L I I 5/4X6 CRNR.BID. Lj F-1-17 T 1 4-4- [I HARDIr-LMJMrvf_ _7 a SIDING L L FT AIR T tI I STONE- CONDITIONER I r _T CAP �,_.411 7 CAP )71 1 F i ;=n LTURED b UN Lj IUULJ 1 7 AS SEL Er-T 12XI2 F.G. 112X12 F.G. COLUMN COLUMN SOUTH ELEVATION. SCALE: 1/4" = V-0)" 2_3 HARbIP'LANKTJ 1 -1 11 1 i I L T FIR _AA I TIJ 'HARDIPLAN _ �I�I.. ® Y _ 5/4X4 CSG. LJ J_ JF]------- -L-4 -T-I-7' _a 7 L T ILL HARDIPLANK 1 5/012 TRIM' AHARDIPLANK 7 i !-_ CRNR.BD.-�-A I— - . , -.1 1 LL L -1 1 =1,1 -HARDIPLANK S�IWIN rr", 1_7S_ T-1-1-1 + �J_ LI i Ij- IL J1 ti t' - :` I[- i I� {+ I I � ' �' f, II i I ,I � I -1-.; TI�. _ ..I_1 11 II....1_71___ 1 '__"L��-- r1-._ 1 t.�I I-L!."Z-��. ��._.1T._� LL _T I L IJAJL ST rl 7, L:�Fl I 7 1 1-71 T_T_ 7 7 v T�_ z�j CULTURED ) - ,—Idc AS SELECTED By:' OWNERS RI—L bow 12XI2 F.G. W EST ELEVATION COLUMN SCALE: 1/4" = V-011 Y, V II A ro _j REVISIONS: REVIEWSET :7/03/20A BfDSFT 1/19/20A _!!L22j!EPT. 8/19/20A L�P ' A q Is 4&NEW STONE CAP r= TO 13E INISTALLED ON EX.CHIMNEY o L) -71 TIT, L T T I H)ARDIPLANP L -1 X6;OVER 5/0�12 FREIZE BD. ]EF T1 B_ _Ile 'IT Ij 71 LL 1_ I _z L [HARDIPLANKL J, LANK F-T -� I� - 1 1-A... 5AX6 �]_._�L __' SIDING Ll J�_I, [L L 1. ___1 Eff—T-7[E CRNR.BD. T_ FEE _E:E E 17 MI: Ll_ � it ..�„`,\ IjC7:.__�:I:_\:l� �. .�\ 1 - 1�. _�l. I.. � _.._J -� LE CL.CEDAR J L BRKTS L__J I T1 �j 01 L_LL r TL L E-1 Comm ONE CAP., CULTURE STONE� it Wommr-"m TE ------a "n'AS SELECTED BY" ..,...:.;..r. ww�w��w��i�wwwwwwww��ww� �' �I .°..LS�I{CS�I ��w�wwwwww��wwwwwrwwww�w��i Li�w0�AINERS (RELOCATED)NEW STAIRS 9 LuN O RTH E LEVATI ON uj SCALE: 1/4" 1'-0 06 I— ce 0 z OLLJ V) 0 CL RE —----------- HARDIPLANV FIREIZE BD. j HARD111 L L LIJ 5/4X 4 C SE, _ i �. I�T 1'_._�.I` . i\_ .. �.i_.�.T. �-C - -,�Z _ � I.r�.I`� � �"�,, � ::�`- �- 0 40 J L 7- u L I 0,00 7L _P A. Ill. L. I .-I _L L _11- _1 ___T[LJ ! HARDIPLANK Ltd 00% SIDING rl )1PLAN 1 1.1- �Lj r Tf. J_ ILI 1X6 CFZNR BID. T CD < J. I TFI -1- 111 11, ONDITIONER' I T I L TO BE:INSTALLED ON I , 4°CONC.SLAB ON GRADET�' A A STONE CAP LL-1 lu 27 1. T f STO1 CUL.TURED STON- % V 5 1� TZ S SELECTED 1: OWNERS iy"- & Y'r EAST E IL EMMI O N SCALE: 1/4" V-Oil' ,9 j""V�jv \A: DRAWF7 I -p A SCALE: l,'4"=V,0" August 19,21)09 SHEET NL MBER: `5 L r REVISIONS: REVIEW SET 07/03/2008 BTD SET 08119/2008 BLDG.DEPT, 08/19/2009 ............... ............... ............... ............... ............... ............... ............................................................................................ Rpm"" I � ro 13 EX.SHED EXISTING DJ '00 ABOVE A 0 4 F: u 4'�DIEEP MMi BOOR SOUTH ELEVATION 2il�SFI- m SCALE: 3/16" V-0" ... I :2� J G ;I I al I--KAJLJJJ u EX.GARAGE eTCJ .................. F..Jill FOUNDATION PLAN (E SCALE: 1/8"= 1'-0' z Ell WEST EI-EVATION, SCALE: 3,116" = 11-0-l' I H J H E 2= ............................. FIRIJ MAT�4 T� r10' A rv-y1y-111 >NOTE: j 11'.13 v K USE EXISTING-N FI%TUNES IN NEW LIVING i R IN�ROb�l 11'x 23, 12, 11 r-— 11 u= 11 HAI L J "d x 13, RFORnJ Na 1 ENTRY 10,x Is' KITS mo� 11 x 12' 12.20 con NORTH ELEVATION :lull SCALE: 3/16" V-0" . ......... J. ............................ J -:J A JIM� (18"HIGH RETAINING WALL) 11 1ST. FLOOR PLAN (EXISTING) SCALE: 1/8" = V-0' 0 nomom� Will 0 54W DRAWN: MH/MS SCALE: (SEE PLAN) ;J, Jill n JOB t: ,��L`, 'o August 19,2009 SHEET NUMBER: EAST ELEVATION SCALE: 3,116" = 11-011 REVISIONS: REVIEW SET 09/03/20o8 BID SET 08/19/2008 BLDG.DEPT. 08/19/2009 i' ----------------------------- 4 F---- ------------------------ • ��yi1'llw. gor 10 ---_--------------------------1 Q •II1111w• �, E ------------------------------ i 1 I 1 1 ------------------------------ 1 1 1 1 •--------------- 1 I 1 1 1 1 f 1 O I y 1 i c CQ .� I EXISTING PATIO EX, SHED t, TO REMAIN ; (TO REMAIN) MISTING DECK ABOVE EXISTING DECK JOISTS & FOUNDATION SYSTEM TO REMAIN s 9'-51/2" t 06 HEADER ; --- 1 t REPLACE ' P. I 3'X3'CL.CEDAR. R EXISTING ' I BRACKET 6'-0" 7'-0" OPENING T\V2632 (REPLACE EXISTING OPENING) C O { ° 9 M Lu u e 0 w EXISTING E N ° p� MECHANICALS c Y NEW ACCESS 2XB FJ 01610 fl� G.C.TO VERIF`I,& z I OPENING E ---� (EXISTING) rXv 1 ADD/REPLACE 5/8"TYPE-X S.R. w o [��I "C v OVER FURNACE -- -- N 3/4"SUBFLOOR L �C Z PER CODE F-ILOWER r_2X6 FJ n21�"4. a p EX. 8'HIGH •__� � �• � 1 EX{iSTIhJG O W BASEMENT I x --1 EXISTING STAIRS TO , FLOOR (EXISTING) ' ' EX.2X8 EX.2X8 QI LL+ t BE REMOVED i I 4I DEEP „ ,`� ' AND RELOCATED ' ' ' PIT `��'`�-I�� , FJ F1 I Q , EXISTING a--;t►'^�� ' (EXISTING) ' COLUMN i ' NE_W(2)2X8 FL.HDR. ; '-- ' NEW(3)7-114"ML H ' I - . — r �w W - ' EX.GIRDER wf(2)'314"FL.PLTcl� . A •--- -- p p EX.CRAWLSPACE FLUSH GIRDER __-_______ INSTALL 4X6X1/4 STEEL COLUMN LL o --- - I i WITH 30"X30"X12"CONC.FTG. __ _Z � X �` ry -"-' sou0 SOLID BLOCKING ;jL�;; BLOCKING I N cv rn �:OLUM � e B"X 6'-8 ' N z i!1 ' �I i' REMOVE EXISTING DROPPED GIRDER ' ~ REPLACE WITH(3) 7-1/4 ML w/(2) EE ETAIL p EX.4'HIGH X ~I CRAWLSPACE W 3/4"STEEL FLITCH PLAT ES —45 MINUTE FIRE-RA DETAIL A TED'D O x 1 - 1 (ALT.:W8X18) FLUSH GIRDER f wlSELF-CLOSINGHING AND STEEL JAMB, iv ' ' ' OVERLAP NEW GIRDER OVER EXISTING 4"(.MIN)-6" THROUGH BOLT EX.GIRDER AT END v✓/(2)3/8"BOLTS W/WASHERS AND NUTS W/E 6"OF END AND WA --- - ___•___; l 2!X8 F1 k716"O , ]'FROM EDGE.BOLT THROUGH SOLID BLOCKING 1 REMOVE EX.- EXISTING � „ COLUMN " ( ) � � SECURELY FASTEN EXISTING GIRDER TO NEW COLUMN 11-33/< 6 53/a , AND NEW GIRDER TO EXISTING GIRDER /2XB Fl l tfy I �') 2XB FJ @16"O� a I (EXISTING) (EXISTING) NMI ACCESSmc ' PROVIDE#5 REBAR `j� OPENING w @12"OC&AT o ,___, „ WALL=LEGEND PROVIDE 5,/8"TYPE-X FOOTING ry o ' IN " FIRE-RATED SHEETROCK 101/2,. v� I I 00 N ON FRAMED WAILS& V ; O (EXISTING WALL] PROVIDE#5 REBAR CEILING(TYPICAL) (2)2X8 DF#2 I_ n �+� i o IF @12"OC&AT PROVIDE STEEL HANGER' alIJ [NEW WALL] FOO 1NG FL.HEADER _ ,I NEW rm 2 t~ MIN,CAPACITY: w � � 3500#11,13204 lil •, [WALL TO BE REMOVED) � 8'HIGH WALL M ± B4 .. . ... . .._. :-...:_ .�:_: ;_:»� � :� :� -..,_: uj EX. GARAGE I3 2'-6"x T ; {3)1-3/4X7-1/4 ML w/(2) STE L FL.RlVf!ff.FL.GIRDER :' PR VIDE#5 REBAIx (NEW LIVING SPACE ABOVE) (ALTERNATIVE:�/SX1EL EEL. AM) , PROVIDE 3ING (MIN.) ' �� 12"OC&AT ACCESS OPENING PER COD 11'-10" ' ' 11'-10" ' =ry FOOTING LOCATION TO SE DETERMINE ; 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0"UNLESS 1 BY OWNERS ' OTHERWISE NOTED.EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS 10 PER SECTION R406 OF N.Y.S• RESIDENTIAL CODE WITH A BITUMINOUS COATING. o � ------- *HIGH WALL ____; •---------- o ---- i °+� � I ---- 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY FOOTING.FOOTINGS a ' ' ' ' TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON v 1 .J I I 1 • t E= UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). i Z t d t t I p v (3)1-3/4X9-1/2 ML HEADER ; ; (3)1-3/09-1/2 ML HEADER ; o a 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. �PROVCRAWL SPACE TO o ev-,�. v+" ' o v• HAVE MINIMUM LAINST IDE:#5 REBAR MATERIAWHERE SLAB MEETS ADJOINING WALLS. MUST ALSO$E0"8'-O'x 7- 8'0 x 7-0" �, ,.,- -__•� 4,�_� ,.-..�„�.,r _n __t�s.-,�,-:� _„�_/t„�_,:,;•-�---.,�-:�,.,_,.4-.1,� _. .�:_...�>>,; ,-n-w ,Y�, -;. -_- - ,•,, o o @ UC IS,AT BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK,-OUTS �») :a=` ' ( )"_; +( _ ( M( —}r� ,r'tt` "t . , ': e AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED 50 THAT THE POINTS . ;� FOOTING r'.- { t l , 1( _: .. —+ , 4'HIGH WALL Q� •:,mat �x-: �I ®t z .. m 4 OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO L) n,- '�. N , LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM F' _ T -- �t; fi mot' X-- 1' ► P.4 JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR t; -- `'IR!r-•� l 1 �y� `i L�- �— iIl I • •4V O F e :�,�•s-_ �w'r E -!r TM'`'-� 1 j4 s1__ `:c= `" 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. STONE APRON 1014 F.G.COLUMN OVER REMOVE EXISTING OPENING AND 24"X24"CONC.PIER Y-0" CLOSE IN W/8"CONC.BLOCK 4).PROVIDE 2X6 ACID SILL PLATE TO MATCH EXISTING.SILL PLATES ARE TO BE BELOW GRADE(TYPICAL) INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS EQ. EQ. T-0" 11'-01, T-0" SILL GASKET. [-- 5).PROVIDE 5/8"DIA,ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, O �� 5'-0" 25-0" 0 7-0" 4'-4" IT-O" INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM 8"M48EDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.Alt cn 54'-4" ol 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE,PROVIDE 1 N WALL LEGEND BLOCKING AT 8'-O"O.C.AND MIDSPAN. PROJECT NORTH FOUNDATION PLAN E [EXISTING WALL) _., s L /4 — 0 . . . ' •[NEW WALI] r�'��-•:-`,'��. � s•&.<��''t'w [WALL TO BE REMOVED) r•=rj r, 1gxt. I"i � ,e• v t-J, n Rm :fi.;rr'�::�° .,^-ram• - ��,;. °' DRAIN: MIT/MS SCALE: 1/4"=1'-0" JOB 4: August 19,2009 GENERAL CONTRACTOR TO COORDINATE MEETING WITH SHEET NUMBER: OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING / PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN 1�71h�I'',m MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO I' VERIFY ALL WORK. f REVISIONS: REVIEW SET 07/03/2008 BID SET 08/19/2008 BLDG.DEPT, 08/19/2009 10'-31/4" 10'-4" 10'-61/4" REMOVE EXISTING STAIRS NEW STAIRS 1 1 --------------- --------------- room --------------- 1 1 1 , 1 1 I 1 1 1 1 1 INSTALL DECK APRON ►---------------i ' TO MATCH EXISTING ; ; REFINISH EXISTING DECK APRON ----- ---------; REPLACE DAMAGED PORTIONS AS 1 1 NEEDED(TYPICAL) ®•` �•® -------- �•®�A•� ' EXISTING RAILING TO BE REFINISHED VERIFY INTEGRITY OF EX.MATERIAL AND REPLACE AS NEEDED. I 1 ' z 1 1 1 y I in I ' z 1 �1 I u z EXISTING ; r� E 4------ A SHED.TO w DECK U REMAIN 1 T M M I REMOVE EXISTING DECKING 1 REPLACE w/5/04 MAHOOGANY t= R.I 1 10' z v ovi 0 Ln ' J .wr , t 1 u 1 Z. 54'-4" x ' o 5-53/4" 19'-5/4 ' ^ 12'-01h" ^ ll'-91/4" ll'-91/4" T-9'/7" a -v r' 1 AW251 + i i TW2646.2 i i i i TW2646-2 i •--�i FWG6068R-3368S-60�68L , I .9-- 1 I C12X30 STEEL HEADER: I (2)2X4 DF# HEADEI I II ' POST ABOVE N O 1 1 1 I 1 1 I TO ROOF BEAM MASTER BEDROOM f 1 I I I I I II I W n1i EXISTING FIREPLACE TO BE REMOVED i i i iii � ----------------------------------------------------------------'---------'----REBUILD NEW MASONRY FIREPLACE Ou. Ok I I I I , II 1 CI. - I I + I II I J Q Q ® O ABINET f„ ' - - --T-Tj - - -T ------- - -� I:, n I I 4'7" I , + 35,-7" 1 . u r ._. ! , DOOR TO BE SOLID-CORE ,;�I -__-___---, wl DOOR SWEEP&APPLIED I 1 W A WEATHERSTRIPPING F■+■'1 LIVING ROOM ' ' ' 'I 1 i ;gym:, rw•,.. --` �. ,�,�,, n REMOVE Ir 1 o NEW STAIR TO BASEMENT ' 1 ~ EX.STAIR .�j>rst 1 m N TO BE INSTALLED: 71 + + •� i I 1 1 1 9T7R®7.6563" 2X4 Ln i i i I -- _.._.-- -._ ....-rl h,+/•1 1 I 1 I I I i WALL ' + 1 1 ( II ' ° j ! j _ _:._�_ + I I I I - - -._....- BOOK u1 i I i l..l_- 'i'yr- 0 „ "' 1 i d SHELVES I i ± 7 zcz Q G' (9'FLA ,EILING� LL I m' i' ' , (E STI G)I ' ' °0 ,, , I I _POST TO ROOF BEM N , ,; i I I I I I •1,w-�; ;-VERITY LOCATION �; ; INTERIOR ELEVATION AT KITCHEN ~ C mp I I ____ __ III I I — — — — -- ' IN{FJ'ELD(TYPICAL �-'.- . - - ----_-__- --_ -- _ C _ __. _ in I N ' , -. _ _ _ _ — " — — _ I.I_ .. _._-. _.__._ __.___ _.__.-_..._ _ _._ (FACING WEST) W o , AIR RETURN ^C`o w , 1 3,-1,: ; " 1 1 I I n n. '-10" o r�� B'-T11/� 1 7'-0 1 •- _N I 4'-71/l" I 11 I I I ;I OI_."I 41_6n Lu L I qq _... T I 1 1 „ ___• i t l i I '1 I O LL M 1�TL1 ��,. 4 la�il'=' Jul_1 ; VELUXE i ' ' _ ; ' I O as 1 1 1 VE302 1 11 I I I o ^� V31 i ,SKYLIGHT KITCHEN `D (9'FLATCEILING Z O u ;" II ----- , INI1 I I I I XI z � I DW � ' ' :HALF BATH ON I I ' ' + JL j 6 81/s 1 (s'FLT CEILING M -111fz T 1 LOWER LEVEL j I_ 00 1 O o I (10'FLAT CEIUN PANTRY I ,I 'R 1 O 1 �/ j =[D 2'-6" 2-6 � -- ----' O O ;o I t - - - -- -- 1 ---_ENTRY _ __-_--__._____ BATRNo.1XCL-b3E7"-- -- - _ -__V-LIA_.______.- - _, 1 POST ROOFS AM Lu 4" / L ATIO S Ii o iy ��?/ t' f' ,I f, '` {' If i TW24310 I I I I I I /��\ ' ,® FIN.FLOOR HEIGHT T \��/�j 0 1 11 ff tlu 1 ; ® I I 1 1 I I T I I IN FIELD(TYPICAL ® w < I I I 1,1 I�! ? BE EVEN WITH UPPER ® , 1 •n o , S N I ' 1 1 LEVEL(BUILD UP) o ' ' ' ' ' ' G INTERIOR ELEVATION AT KITCHEN I 1 (FACING EAST) -_-- a� DEN / OFFICE W IWy, 1 1 f I � Io+ = 1 , -4x3-Oxl-4x6-8 ENTRY LHW BEDROOM No. 2 ® + + BEDROOM No- 1 1 W LL " NOTE: POST ABOVE i i i EM / eCOVERED PORCH ; i ' POST ABOVE EXISTING T&G WOOD `r TO ROOF BEAM , ; ; ; ; ; TO ROOF BEAM WALL COVEREING TO rq (2)1-3/4X9-1/2' L HEADER 1 ' i 2 2X8 DF#2 FL.HDR. C:6X10.5 STEEL HEADER REMAIN. ). — ■ C 34 i i CW34 i i i TW2646-3 i i i i i 1).PLATE HEIGHT TO MATCH EXISTING,UNLESS OTHERWISE NOTED, 1 , I I {----_ I I I ... _ - _...___"_-_-_-_-W_"-_"::".: - I� SEE PLANS FOR HEIGHTS,VERIFY IN FIELD. _ 2'X2'CL.CEDAR AREAS: `a%6 WALL BRACKET 2),EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. O w EXISTING.F--T. SPACE: 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. U 1376.7 SQ.F°T. v 4).PROVIDE 2•2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS .- EX.GARAGE (CONVERTED TO LVG.SPACE): z OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ►-� 254.9 SQ.FIT. M Z ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR r�-•I O g MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/4" O NEW LIVING;SPACE: THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN a +323.8 SQ. FT. 17 PLACE WITH PLATES AND BOLTS TO STEEL BEAMS c� EXISTING DEECK: 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 513.8 SQ,FT.. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING NEW FRONTT PORCH: HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. +35.0 SQ. F'T. 6).REVIEW PLANS FOR WHICH OPENINGS HAVE DBL.2X4 MULLS AND TEMPERED 2'-6" 2%6" T-0" 11'0" 7'-0" T-6" T-6" 8'-B" 8'8" GLASS, EX.SHED(TCO BE REMOVED): -82.0 SQ.FTT, 5'-O" 25'-0" T-0" 17'-4" 7).NEW HARDWOOD FLOORING TO MATCH EXISTING. + - .? ` v EX.FRONT SSTOOP(TO BE REMOVED): 26.5 SQ.FTf, 54'-4" 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 • AND 2X4 WALLS AT R13. ��r.. -> «•' �� r� EX.COVEREID FRONT PORCH(TO BE REMOVED): � 9).INSULATE CEILINGS WITH R30 INSULATION. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. WALL LEGEND N REMOVE EXISTING PANEL BOARDS AND SHEETROCK AND REPLACE. ALL BATHROOMS TO HAVE MOISTURE-RESISTANT SHEETROCK. PR03ECT NORTH 1ST. FLOOR PLAN W E [EXISTING WALL] 11).INSTALL KIDDE KN-COSM-1B COMBINATION SMOKE AND CARBON • i 1� _ i I MONIXIDE DETECTOR,HARD-WIRED WITH BATTERY BACKUP.SEE DRAWN: MH/MS S SCALE. 1/4 — 1 -O [NEW WALL] PLANS FOR LOCATIONS AND VERIFY IN FIELD WITH OWNERS DURING SCALE: 1/4"=I'-0" --------- --------: CONSTRUCTION.INSTALL PER MFGRS.WRITTEN INSTRUCTIONS. JOB#: [WALL TO BE REMOVED] 12).INSTALL 1X6 T&G WINDSOR ONE ON UNDERSIDE OF EXPOSED ROOF August 19,2009 RAFTERS IN LIVING ROOM,DINING ROOM,KITCHEN AND DEN.INSULATE GENERAL CONTRACTOR TO COORDINATE MEETING WITH SIIEET NUMBER: BETWEEN RAFTERS WITH SPRAY FOAM INSULATION. OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN sr MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I REVISIONS: REVIE\1'SET D7/03/20'IK 13TD SET 0849/20 IH BtDG.DEPT, 09/19/20 I9 c'ar �rlr �•. .,,.. .•ies Q (2)1/2"DIA. EXISTING ROOF THRU BOLTS w/ BEAM WASHERS&NUTS Q @16"OC Z 2X10 DFN2 NEW ROOF SPICED IN BEAM V r n QVM/E Horizontal � a M DETAIL A .. CY I it P VI TYP 4 TO VIEW / 1 -0 1' c r :. ,,:.;; rr.,?,,..,'.'-.. ,�+"'r.,...','.,-.r.,w.r',',....':..;..r..:,,-,.,.,.r'. .+��,a•..,;-r' ';'ir. :....,,.',,..;:r+ a'rw,,a", .+r'.: :•�';,r. .t++„:. i"r+? „-�,. +a.. -.w Yam J. -.I '«:. -�.- ".,'.» _.;.,w-,i.- wu.•r... '.,;n- :..w.- r..ar. u.- .wa,-''W Win:, w.L,` .�: � 4 ',:wr' , '^e t+� r . u' . ROOFING r i, , 1s, e „, { r n Ili As 1 I 1 rE stj n r„� Y: # #HI Y I 1 ,.1 t � S h' i t 1 ..f. d # 1 r, i k I 'id I � h, yy I I 1 1 a V 1 FIR T i lP k DOUG K V.. # M 4 � q , M. MATCH OTHER na S-MIT BEAM ER I 4 i{ I ; JOINTS r BOXED IN { t # » O BEAM x„ 1 T NdT� # 2 t , ,.,. r.... ,..... „�: B !�# V t�IEE t'dEW BEAM °:80X N' ?SNEER NEW IBE�AM D " J D # : 11 yr '�O MATCH N ly, APAEA A '� X �'C5 A#��E 1 Tt 13EA:M � A C H EVt B A #'J A +� � C R x, W SIZ#. ''Q ALL O b$tD .5 1 # „ Ai�1 f' 1 I ! 1 l 1 n) 1 ,a. e i I' I , # f �y I Y frl I I t 6 a • r; 1 I z W 0. , � D E TA I L B I„ J �, � --------- SIDEVertical l. .. ► ,,rm " k - n VIEW TYP 3/4 0 {' ur, # r a n i � f II , m, t , rb' ♦X f J I^ , 1• # G f I, c r f i 2"DA : „ .•- 2 i DI A. ; 1, t1 Y t' r al BOLTS THRU w Z C WASHERS&NUTS a # t cG 1 , 1 I N I r ll erica VEL X t , , VENTILATING ELECTRIC NTILATING SKYLIGHT 2 X8 Q,02'1)�L, v �r V . Lw58 1 :., ., °, ;'..::..' .. ,,..' :., „'. ,,, ,. dd '.:,,,. ,:� .,':' a,M „rMlw.w► ',M'�tr�. ,".:MwYrYM' 1 1 M �t m 1 I I, L r I L L P I N STEEL F LT # "I r E I , •------- , . .. ,. �.. . .. I i �., INSTALLATION ,. � ATIO IL a.: VELURE o � ! 1 ! f,S. C. C1 1 ex� � 30 +d1 r, r u Q SKYLIGHT I IN ALN ACCORDANCE A INSTALL WITHMANUFACTURER'S r r fir,' a N JNSTR CT I INSTALLATION U 10 S, ,. 'j -.. 4c,..' , -, .,,v, k.' .. 5 ., i>, .., ,.- ,.u. ,wr l,"YIwnI.�MI,W` Y..�11��•.•llry��.1. Y,�..�M�. R I�M�YYMf M S,f� :l, I ALIGN SKYLIGHT B. LEVEL, FREE O L R E F WARP O TWIST; MAINTAIN R T'1t MA T r # DIMENSIONAL TOLERANCES. n B DETAIL B r 1 # C. ATTACH SKYLIGHT TO R# r , OC.F SHEATHING WITH MANUFACTURER'S T VIE TYP. 3/4 1 0 W � BRACKETS WITH SCREWS S AND NAILS T _ CONSTRUCTION TOLERANCES AND b ,r: . ,. .,,,. ., :, ..r.. _1• _,..; ,,... ...,r: _., ;;' � .': �'. `�. r` ^ OTHER IRREGULARITIES. B ..F.+ d E�. L Al PROVIDE THERMAL ISOLATION WHEN COMPONENTS PENETRATE p OR DISRUPT BUILDING INSULATION. P A PACK FIBROUS 1NSUL ATION IN ROUGH OPENING TO MAINTAIN CONTINUITY OF THERMAL - ,k. ERM L BARR:ICRS. EXISTING ' .",u, a..'".'r.-,rr._"..'-`.... .i ...r.'r...•-..4,...'_.W.r'.: r'--.. '..':.�iti.,a._,..,..•.-.._._w,..._,....:.......,_...,z;'.:"v,..,_.. i:. w'G?'_ ''r'r..w -, W±w:"r �.,r'r. r,. �`«�W 1 1 (NEW) W W E. COORDINATE ATTACHMENT AND SEAL OF PERIMETER AIR AND •---------------------- I m Im �• I I ,. ''.._..1: ikE , � VAPOR BARRIER MATERIAL. iII � a a I r MA CHEXISTIt�iG I LL u I r # ;L M III ----------------- • I ATt H EX#ST#NGa�, a u 24"OH I I 12 O 10 MATCH EXISTING I ,:. o o I'I F. INSTALL SASH AND CONNECT OPERATOR, X I X I 1 I 1 ' iE! G. INSTALL MANUFACTURER'S ENGINEERED PERIMETER FLASHING I .,0 IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION Xs DF#2 RR n3 or INSTRUCTIONS TO ACHIEVE WEATHER TIGHT INSTALLATION. ! I MATCH EXISTING o I q MATCH:EXI Ii�GV 0 o I '� X I X I >! { w X' ! — — - — — — — — a — — — — — — — — �- — — — '-- — — — — — — •— -1 r 1 a w- 4 J. j'r .. » —� V lW1 #I u e #'I' w � , � � MATCH EXC5T11��7: �. � „5 I 1 n, i -------- A 1).REVIEW EXISTING INSULATED ROOF SHEATHING.REPLACE AS REQUIRED. 5).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. - r USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT -] U CUTTING,INTO SHINGLE SURFACE, ;' 3).USE ICE&WATER BARRIER UNDERLAYMENT WITH ASPHALT ROOFING. w� N 6).VERIFY MANUFACTURE'S WARRANTY WITH OWNER REGARDING ROOF PITCH. W E PROJECT NORTH ROOF PLAN 4).M NOT INSTALLUNDERLAYMENT CLEAN AY OR TON WET/DAMP PLYWOOD!!!SHEATHING C� MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 7).EXISTING ROOFING TO BE REMOVED AND REPLACED WITH NEW ROOFING. •� �� UNDERLAYMENT 15 NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE COLOR AND STYLE AS SELECTED BY OWNER. (ASSUME FOR BIDDING:ASPHALT WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 50 YEAR GAF SHINGLES) S SCALE: 1/4" = V-0' COMPLETE. YK tad:'hf• ' �; ,� ' DRAV1'N: M1I/M5 august 19,2009 yt.1; SHEET NtrMBE' REVISIONS: REVIEW SET 07/03/2008 BID SET 08/19/2008 BLDG.DEPT. 08/1912009 PROVIDE STONE CAPPING OVER EXISTING CHIMNEY EX.3X8 RR @32110C 4" RIDGE VENT 4" ASPHALT ROOFING - — - — - — - — - — - — - — - — - — - — - — - — - — I. — (REPLACE EX.AND NEW) 4" 4" ICE&WATER BARRIER v"fa6QI EXISTING 4XI0 ROOF BEAM T c (REPLACE EX.SHEETROCK THROUGHOUT HOUSE) 40 MASTER BEDROOM BEDROOM No. 2 //1'// MASTER BATH ' : . -I #10 STAINLESS STEEL CATHEDRAL CATHEDRAL OR GALVANIZED CEILING CEILING WOOD SCREWS W/ WASHERS 0 12"D.C. 12.,D.C. GIRDER SECURED 12" 77 TO STEEL COLUMN (SEE FOUNDATION PLAN) 2X8RR 2X2 CL.CEDAR Q (I ,/ ' ` ! I I\ / I 3/4"SURFLOOR BRACKET t 1/2"APA RATED SHEATHING REPAIR/REPLACE RAILING ? (3)7-1/4MLw/(2)3/4"STL.FL.PLT.FL.HDR,� DBL 7-1/4 ML 16"OC e_ GRADE PLYWOOD (VERIFY IN FIELD) 4x6 BEAM (I?I'll W�1�I,�111 v I?� .,•I �Q (ALTERNAI 7116'O.S.B.) _REPL�577x DECKING EX.(3)2XI0 GIRDER u Ln I (i)7.1/4 ML v,/ `4 c1:1111 �2 1/2"APA RATED SHEATHING •W/5/04 MAHOCAN m - GRADE PLYWOOD R Its"Typ (2)3/4"STL.FL.PLT. • (ALTERNATIVIVE:7/16"O.S.B.) FIRE-RATED SHEETPOCK FLUSH HEADER 3X3 EDAR ON WALLS&CEILING PR ET CEDAR SIDING TO NEW STAIRS do I MATCH HOUSE__�.5 ATTACHED TO #io STAINLESS STEEL EXISTING 45 MIN.F.R. DOOR 4"STEEL OR GALVANIZED EXISTING WOOD SCR=� COLUMN W/S.C.HINGES COLUMN i FURRING STRIPS u SHED WASHERS &STEEL JAMB WINDOW SILL C? T On, TYPICAL WINDOW OPENING STONE CAP OVER,, 2"XI2"F.G. STAIRS CULTURE STONE 0. COLUMN L III S I I (LESS THAN 4'-OX8'-O'OPENING) RELOCATED I I-A I L= 11 14'CONC.SLAB (REINFORCED) P. III-- ..- - so- I. .- _ .. . , I. ok 14 10�.'I".. I 24"X24" A 81,P TYPICAL DOOR OPENING C REPAIR REPLACE APRON 7z EXISTING 30"X30"XI2" FOUNDATIOI` �Y;4*- CONIC.PIER (LESS THAN 4'-OX8'-0"OPENING) (VERIFY IN FIELD) .4,1.IV* FOUNDATION CONIC.FTG. 4 r °z 16"X8"CONIC.FTG. SECTION A-A ••�, ' ° 24"OC 4- 2X4 KEYWAY u (2)#5 REBAP SCALE: 1/4" V-011 0 c I A I k 1 4- 9 cc ASPIHALT ROOFING REPLACE EX.AND NEW) tiL ICE&.WATER BARRIER) Ile . ;4 BOX IN/VENEER NEW BEAM u A, TO MATCH NEW BEAM APPEARANCE 12110c AND SIZE EX.RC EXTENDED/SPLICED) z • I , I • I � I • I , � • � I � ® EX.ROOF BEAM ((EXTENDED/SPLICED) 3/4"APA PLYWOOD i ` i ` I, 1 —SHEATHING BEDROOM No. 2 BEDROOM No. I BLOCKING QND'RSj Lt 1)�6'r&G 11 e I' �� l ri - 2N CL4 :)OF I � I � / � I � I �T ® .•..•c•, RAFTERS • I ( • 1 � 1 e• � I • I/ I ( • �G ENTRY REPLACE EXISTINC ROOF BEAM W/ 2X4 DF*2 (2)1-3/4X14 ML W/5/8'STEEL FLITCH PLATE STUDS' BOX IN TO MATCH EXISTING BEAMS] J 6-re DEN OFFICE I 3/4"SUBFLOOR nI + 11,STAINLESS STEEL OR GALVANIZED T`7 I -3/4X7-1/4 ML ( , ` S j , ( 1 WOOD SCREWS W/ (2)11 WASHERS 0 12"D.C. FJ @16"OC 1 (3)1-3/1 ML W/ (2) 3/4"STL.FL.PLTS, ON D MULTIPLE ASSEMBLIES FLUSH GIRDER F_ 2. 2X4 DF#2 STUDS CONNECTED 2X6 ACQ SIL.I.PLATE 2X6 STUD WALL TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS COP-R-TEX IrERMITE SHIELD RIPPED DOWN TO j 3/4"SUB FLOOR AND NUTS @ 2'-D'O.C. F.G. FOAMI SILL SEAL 4-1/211 DEEP EX.2X18 FLOOR JOISTS(ADD 2 REPLACEASPEQUIRED) �?S?S?S?S?I)BL.2XSDF#2FJ (gl6v'OC TYPICAL MULTIPLE OPENINGS 4" STEEL COLUMN 3BX24 ACCESS EXISTING SLAB (MORE THAN 4'-0X8'-0"OPENING) OPENING B"PC 7rl FOUNDATION STONE CAP OVER EXISTING z CULTURED STONE FOUNDATION % 0. 4"REINFORCED CONC.SLAB 2"CONC.SLAB 7'� EXISTING FOUNDATION: • VERIFY NEW GRADE HEIGHTS INFIELD 9 CONTRACTOR TO VERIFTY FOOTING DEPTH IN FIELD 74 o 30"X39'X12" G.C.TO REVIEW WITH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL • AS PER IrABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) CONIC.FTG. • ARCHITECT IF NOT TO CODE if In WINDBORNIE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" MAINTAIN FOOTING AT F... t. 3'BELOW GRADE(TYP.) F AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 16"X8"CONC.FTG, COVER GLAIIZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 2X4 KEYWAY CONSTRUCTION CODE),THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. (2)#5 REBAR ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT Is TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ECTI ON B-B WATER RESISTIVE BARRIER A77AGHED —011 TO SHEATHING AND SCALE: 1/4" 1' 2—FLASHING LAPPED OVER THE WITH VERTICAL FLASHINGS EL F FNTHIGH EW UGH FOR 2*CLEARANCE 3"0 ROOF VENT 3"0 ROOF VENT 3"0 ROOF VENT DECK TO WALL DECKING H DIIEPLA K WALL FRAMING WITH FLASHING L SIDING MASTER 13ATH71 3 3 3 LEDGER WALL SHEATHING E�El BOARD STARTER ARTER TARTER STRIP STRIP WATER R:818 rlVE r C) I- 11/0 11146 11/2 1112 1114 11/4 BARRIN ATTACHFr) 1114 1114 1 1/44 1 11/2 1114 11/4 WALL SHEATHING TO SHEATHING AND --STARTER GENERAL REQUIREMENTS:LAPPED OVER THE STRIP A� LAV. LAV. LAV. SINK SINK FL SHINGS LAV.. W.C. W.C. W.C. 3" HARDIESHINGLE-PANELS CAN BE INSTALLED OVER BRACED WOOD SPACED A • MAINTAIN A MINIMUM 2"CLEARANCE BETWEEN JAMES HARDIE PRODUCTS SHO NER SHO NER SHONER D.W. F.A.I. DrCKTOWALL-r— AND ROOFS,DECKS,PATHS,STEPS AND DRIVEWAYS. OR ATH OR F�ATH OR E ATH WITH FLASHING MAXIMUM OF 16"O.C.OR DIRECTLY TO MINIMUM 7/16"THICK SHEATHING. rL_ 2-FLASHING WI H VERTICAL r MINNUM FROM TOP OF DECKING HARDIESHINGLE INDIVIDUAL SHINGLES MUST BE INSTALLED DIRECTLY TO > ELEMENT HIGH ENOUGH FOR COUNTER FLASHING rcLEARANCE MINIMUM 1/2"THICK SHEATHING. • MAINTAIN A 1/4"CLEARANCE BETWEEN JAMES HARDIE PRODUCTS AND DECORATIVE —5 2 1 1/46 3 1 1/4 2w 31) 1 1 14 (11112 1 C a DRIVEWAY I ISLAS • HARDIESHINGLE PANELS CAN ALSO BE INSTALLED OVER FOAM INSULATION/PATHI HORIZONTAL FLASHING. C.O. 1 114m 24) 1 C 0. C.O. 3 LEDGER DEGKING SHEATHING UP TO 1"THICK.WHEN USING FOAM INSULATION/SHEATHING, • ENSURE GUTTERS HAVE END CAPS.MAINTAIN A MINIMUM I"GAP BETWEEN 3 3 L31 '2"ARD AVOID OVER-DRIVING NAILS(FASTENERS),WHICH CAN RESULT IN DIMPLING END CAPS AND SIDING&TRIM, BASEMENT rCKJOIGT OF THE SIDING DUE TO THE COMPRESSIBLE NATURE OF THE FOAM INSULATION/SHEATH ING.EXTRA CAUTION IS NECESSARY IF POWER-DRIVEN • INSTALL KICKOUT FLASHING AT ROOF-WALL JUNCTIONS. ,1 1/4 NAILS(FASTENERS)ARE USED FOR ATTACHING SIDING OVER FOAM INSULATION/SHEATHING. • ADJACENT FINISHED GRADE MUST SLOPE AWAY FROM THE BUILDING IN ACCORDANCE WITH LOCAL BUILDING CODES-TYPICALLY A MINIMUM OF 6" WAULPIAMIN 1--`11ALLSHEATHING A WATER-RESISTIVE BARRIER IS REQUIRED IN ACCORDANCE WITH LOCAL IN THE FIRST 10'. 11-\ BUILDING CODE REQUIREMENTS. THE WATER-RESISTIVE BARPIER.MUST BE El— APPROPRIATELY INSTALLED WITH PENETRATION AND JUNCTION FLASHINGS • DO NOT INSTALL JAMES HARDIE PRODUCTS,SUCH THAT THEY MAY REMAIN C.O. ARC)EPLANK IN ACCORDANCE WITH LOCAL BUILDING CODE REQUIREMENTS.PROVIDE TYVEK IN CONTACT WITH STANDING WATER. LAP 510°JG 1112 AS PER MANUFACTURER'S RECOMENDATIONS. HARDIESHINGLE LAP SIDING MAY BE INSTALLED ON VERTICAL WALL WALL SHEATHING TARTER APPLICATIONS ONLY. STRIP ......_;PZ INSTALL JAMES HARDIE®PRODUCTS WITH A MINIMUM 6"CLEARANCE TO THE S�l WATER KIISTIVE FINISHED GRADE ON THE EXTERIOR OF THE BUILDING OR IN ACCORDANCE BARRIER ATTACHED --- 0 SHEATHING AND IS REQUIRED. DO NOT USE STAIN ON JAMES HARDIES PRODUCTS. 4 WITH LOCAL BUILDING CODES IF GREATER THAN 6 ."1 - '4/ 1), DRAWNT: MH/MS LAPPE D OVER THE FLASHINGS AS SCALE: 1/4"=V-0" SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4'C.I.u______>TO APROVED BOARD .25, HOUSE SEPTIC SYSTEM CAP N'_ JOB TRAP 4w August 19,2009 t SHEET NUMBER: START 4 RIM E . I I MIN. STRIP CL ARANCE D FROM GROUND PLUMBING SCHEMATIC i—A A N.T.S. TRIM TO WALL WITH FLASHING Am,7 ILI" 2X2 CEDAR BRACKET CL�C ET RA K REVISIONS: REVIEW SET 07/03/2008 BID SET 08/19/2008 BLDC,.DEPT, 08/19/2009 \ill. x �'.• III IlY � INSTALL NEW STONE CHIMNEY CAP OVER EXISTING FIREPLACE.MASON TO VERIFY AND ADJUST CHIMNEY' HEIGHT FOR CODE COMPLIANCE INSTALL INSTALL VELUX QVE302 VENTING SKYLIGHT REMOVE EX.ROOF SHINGLES ti= AND REPLACE WITH NEW 12 y" ASPHALT ROOFING WITH 2 ICE&WATER BARRIER EX.4XI0 ROOF BEAM TO BE BOXED OUT TO EX.3X8 32 ��''� MATCH NEW ML BEAM RR @ EX,4X10 '�""' '" IN LIVING ROOM ROOF BEAM .�„•� EX.4X10 ROOF BEAM � REPLACE EX.ROOF BEAM w/ MASTER BATH BATH No. �.r�� (2)1-3/4X14 ML w/5/8"STL• U 1� 1'1•^�•�11 FL.PLT.BOX IN WITH SAME EX.4X10 -'� X8 Df#2 CJ @16"OC fk 3•k8 RR 3'- +++,► MATERIAL AS EX.BEAM. ROOF BEAM 1,OC 12 N o on o + lz if -- �� -. - 1 BATH ENTRY KITCHEN uNnERs/°FO Roofi°N _.. R -�- y 0 EXISTING 2X8 FJ @16"OC + INSTALL FURRING STRIPS ` ON FOUNDATION FOR 45 MINUTE FIRE RATED DOOR _ SIDING TO CONTINUE (STYLE AS SELECTED BY OWNERS) w/SELF-CLOSING HINGES& DOWN TO STONE CAP STEEL JAMB INSTALL 5/8"TYPE-X .--.L � FIRE RATED SHEETROCK i � V1 EXISTING 1 , AT CEILING AND ALONG I EXISTING 2X8 FJ @16"OC EXISTING 2X8 FJ @16"OC FOUNDATION ' ALL WOOD FRAMING f STONE CAP OVER _ 1—EXISTING(3j 2X10 GIRDER EXISTING CULTURE STONE 1 1 � _.._ {^._ ._ ...1_ ._ CONTRACTOR&MASON TO FOUNDATION �....� 1 j EXISTING EXISTING CONC.PIER EXISTING CONFIRM ADEQUATE HEIGHT H I 1 ___ FOUNDATION FOUNDATION FOR INSTALLING MECHANICALS, 1 I T--- NEW ACCESS 1 PLUMBING AND ELECTRIC OPENING _. 1 I EXISTING CONCRETE SLAB ` ..1__.l___-lT- EXISTING CONCRETE SLAB .. .. il•.-•�---- .-1. I -• e d :�:.-_ _.�-.- .uan � -' -_-' '_ .• , „-.._ .:_;- ri ';'_=� o• A 1 1 �I I _ •'I - •III;._ �i I>—, Mil 11_,-- I----.I :—_ .-L -- Ir • , • _._ '. i. :.:-. - ) =T� ,IIIA'-- I. I,II '.-;` IIIII 'I�I I ► V%•o►. 1 - Il fk'llll �� I�' ii IFl�ll - 11 II (� �o� V►• • 1 i I 1 'UL)L�1jI- _lll,ii,'eil I ,� 1 r 1 I+ - 1 •� � I 1 •------------------ ------------------ SECTION C-C SCALE'. 1/4" -- 1'-0" w PROVIDE ST10NE CAPPING (-'► - = T" OVER EXISTING CHIMNEY BUILT OUT WOOD CONDUIT ROMEX CABLE wl d U N,1000 CONDUIT DGE Ai u EXPOSED RI '�"•�,,R•,_ BEAM ASPHALT ROOFING VENT (REPLACE EX.AND NEW) ICE&WATER BARRIER ;.•; ''y"`� ELECTRICAL CABLE DETAIL AT EXPOSED BEAM - 11 SCALE:3/4"= F-0" II 2 8 CJ @16 OC INSTALL..,;., .. ALL _ UND R�51�D X6 &G MASTER BEDROOM : fir e �oFR r ON *� o°� BOX IN/VENEER NEW BEAM I W.I.C. 14,.1, TTO MATCH NEW BEAM APPEARANCE AND SIZE REPLACE .. ."'.�,",.. o EXISTING FIREPLACE: EX•3X 3 RR c, �! TO BE REMCOVED AND REPLACE EXISTING ROOF BEAM W/ @3,2"OC•AS REQ. ;o - -i REPLACED WITH NEW LIVING RM. (2)1.3/4X14 ML w/5/8"STEEL FLITCH PLATE -------ji F MASONRY IFIR.EPLACE (BOX IN TO MATCH EXISTING BEAMS) EX.2X8 FJ @16"OC "14 ;; =` + r Vll ,—+ EX. (3)2X10 GIRDER r,- ��=bpi `D w �+ �[`=11UILD UP EX,FLOOR TO EXISTING — TINGING MATCH HOUSE'(2" COLUMN `. 1EXI! IRE LACE i � • � EX.2X8 FJ @16"OC - -EXISTING FLC)OR (2)2X8 DF#2 2X8 FJ EXISTING SLAB v FL.HDR. @16"OC 70 EXISTING SLAB ► °'•'e�• i NEW STAIRS _ I II• p•Q�. EX15TING 70 (RELOCATED) PIT EXISTING EXISTING EXISTING EXISTING '°° SECTION D—DFOUNDATIONFOUNDATION FOUNDATION FOUNDATION SCALE: 1/4" _ V-011 nRAwzv: MH r Ms SCAIZ 1r4"=V-0 August 19,2009 4 SHEET NUMBI',R: rb Ammo8 I REVISIONS: REVIEW SET 07/03/2008 BTD SET 09/19/2008 BLDG.DEPT. 08/19/2009 e�sus 0 STORM WATER MANAGEMEIN'T DETAILS: 1:� N -,, , U rn ~ N .T.S. % %' / IN, IN \ \ \ \ � K \ \ IN, N, \ , \ NNN\ \ \ \ \ v IN \ \ \ \ \ \ IN \ \ \ \ \ \ \ \ \ \ \ \ \ o \ / I / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \NNN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ROOF ARE: 766.5 SQ. FT. ROOF ARE: 1629.4 SQ. FT. / / / / ` \ \ IN, \ \ \ N\ \ \ DRY WELLS TO BE 10' MIN. AT 100% RUNOFF: 128.1 CU. FT. AT 100 /o RUNOFF: 272.2 CU. FT, / /' / / \ / % /1 \ \ r \ \ \ \ \ \ \ \ \\ \ \ \ \ AWAY FROM HOUSE / / \ \ '\\ \ \ \ \, \ \ \ \ \ � '\ \ \ \ \ \ O PROVIDE: (2) 8 DIA. X 2 DEEP DRYWELLS PROVIDE: (4) 8 DIA. X 2 DEEP DRYWELLS ,!' �'' // r % /' i ; / \ / \ \ \ IN, \ \\ \ \IN \ \ \ \ \ \\ \ \ \\ \ \\ \ IN, oOo 0 Ali IN o 0 DRYWELL CAPACITY: 169,0 CU. FT. (+31.9%) DRYWELL CAPACITY: 338.0 CU. FT. (+24,1%) / \ /!'' / j /% \ / \ / \ \ \ \\ \ \• \. \ \ \` IN \ \ \ \ \ \ \ \ \ \ �, / \ IN, \ NN' \ \ \ \\ \ \ \ W \ \ \' \ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \ \\ GENERAL: / //! \ % / // / �! !/I // / / / \\ \\ \\ \ \\ \ \ \ \\ \ \ \\ ' \ \ \ DRY WELLS MUST NOT BE USED)WHERE THERE INSTALLATION WOULD CREATE A ! / / / / \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ / / I/ J / / i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL / ! / / /" f /' / \ \ \\ \ \ \ \ \ \ \ \ \ IN, \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE I / / \ / / // % // // // \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ W \ \ \ SEWAGE DISPOSAL SYSTEMS ANID OTHER SUBSURFACE STRUCTURES. / / % / \ i \ \ %/ / // i+ % \ \ \ \ \ \ \ \ \ \ \ \ \ \ \, \ \ \ \ \ \ \ \ \ \ \ \ \ F-+ DRY WELLS MUST BE LOCATED,AND CONFIGURED WHERE THEIR CONSTRUCTION / \ i / / / / / ! /` \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ r \ \ IN. \ \\ \ \ \ \ \ \ \ WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL / i j / f \ \\ \ \ \, \, \ \ \` \ \`, \ \ \ \ \ \ \ ~J B PROTECTED BY EASSEMENT DEED RESTRICTION ORDINANCE,OR OTHER / / / / / //' / \ r \ \ \ \ \ \ \\, \\ \ \ \ \ \\ \ \ `, \ N. SHOULD E O I J \ \ \ `\ \ \ \ \ \ \ / / y ` �\ LEGAL MEASURES THAT PREVEI`VT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. `J ii ;! �j / � j �/ / ,f /! /j // \ \ \ \ \\ \ � `\ \ \`, \ \ \ \ \ \ \,` \\ \ \ \ \ THE BOTTOM OF THE DRY WE'LL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH \ / J / \ / % / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \ \ / / / / / f / \ \ \ \ \ \ \ \, \ \ \ \ \ \ \ \ WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY J \ \ \ \ \ \ \ \ \ \ \ / / %' / / / \ \ \ \ \ \ \ \ DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. / / / I J / f/ /' r / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CONSTRUCTION: , f \ \ \ \ \ \ \ \ \ \ ''\ ``\ \ FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY /'' \ /' % % // i/ // // / % % / f \ \\ \ \, \ \\ \\ \ \ \'\ \ \ \ \ \ \CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL, / \PRIOR Tb ITS CONSTRUCTIONI.THE AREA TO BE USED FOR THE DRY WELL SHOULD BE / / j ; / j / \ \ \ \ \ \` \ \\ \ \ \\ \ \ \ \ \ \ \ \,/ / J f \ \ \ \ \ \ \ \ \ \ \ \ \ \, \ '`\ \ ^, Fri CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS f \ \ \ \\ \\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, / J / / \ \ \\ \ \ \ \ \ \ \ \ \ PRECAUTIONS SHOULD BE TAK: / / / / / / \ \ \ \ \ \ \ IN, \ \ \ \ \ \ \` \ \ \ \ \ \ \ \ \ \\ \ \ EN TO PREVENT BOTH SUBGRADE SOIL COMPACTION / , / / \ AND SEDIMENT CONTAMINATIION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE '! % % / / / / \\ \ \ \, \ \, \ ` \ \ \ \\ \ \\ \\ \ \\ \ \ \' ION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD / / / \ / / / / �I" % / /" /' ' \ \ \\ \ \ \ \ \` \ \\ \ \ \` \ \ \ IN, \\ ` LIGHTEST PRACTICAL EXCAVAT EQ Q ` BE PLACED OUTSIDE THE LIMIT'S OF THE DRY WELL. %/ /`f // \ %/ /� // / \ / / /`' \ // f \ \ \\ \`'\\ \\ \\ \ \\ \\ \ \\ \, \'\ \\ \ \`\ \\'Is `\ \'\ \\ \ \\ \ \ \ \\ \ \ \N, IN \ \\ TO HELP PREVENT SUBGRADE SOOLL CONTAMINATION AND CLOGGING BY SEDIMENT, f / \ / NNNDRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION / / / \ \ \ \ \ \ \ SHOULD BE DELAYED UNTIL AILL OTHER CONSTRUCTION AREAS THAT MAY /I / / / r / / \ \ \ \ \ \ ` \ \ \ \ \ \J / / / / / \ / \ \ \ \ \ \ \ \, \ \ \ \ \ \ \ \\ TEMPORARILY OR PERMANENITLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS OGEE GUTTER - STANDARD 5" j / / / / / // J; // / ;/ // /' / / / \ \ \\ \\ \ \ ' \\ \ `\ \\ \ \ \\ \ '\ \ \ \ \ \\ \ \ \ \ \ \\ \ DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON OFF THE DRY WELL AREA(S)TC)PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT NOTES. \ \ \ \\ \ \ \ \ \ \ \ \ \. ' /1 / / ! / / // / / ' \\ \ \`\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \ AND MATERIAL STORAGE DURIING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 1).EXECUTION' \ \ / ;' / % /'/ / // // 1 \ \\ \ IN \ \ \\ \ \\ \ \ \ \`, \`\ ' \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. / ; / / % i \ \ \ \, \ IN, \ \\ \ \ \\ \ \ \ \ \ \\ UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 2).PREPARATION: / / / \ \ \ \ \ IN N ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. / \ / / / / \ / / / \ \, \\ \\, ` \ \ \ \ \\ \ \ \ \ \ \ \ \, \ \\ \ \\ \\ \ \ \ \ \ SUBGRADE SOILS AT THE DRY\WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR /` f / / / \ \ \ \ \ ,\ \ \ \ \\ \ \ \,\ \ \ \ \ \ \ \` \ \ \ \ \ \ \ \ \\ AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND / / / \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \, \ \ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. i \ / ; J ; / f / \ \ \ \ \ \ \. \ \, \ \ \ \ \ \ \ \ \ DRAINAGE AREA STABILIZED. ` \ \ \ Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR \ \ \ \ \ \ \ IF DRY WELL CONSTRUCTION(CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS METALS WITH PROTECTIVE BACKING PAINT. \ \ \\ �\ \ \ ` \ \ \ \ STABILIZED,DIVERSION PIPING-OR OTHER SUITABLE MEASURES SHOULD BE / \ \ \ \ \ \ \ \`\ INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND 3.INSTALLATION: / f \' / / \ \ IN,\ \, \ \ \ \ \` SEDIMENT AWAY FROM THE D)RY WELL.THESE DIVERSION MEASURES SHOULD NOT A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. / / / / / f \ ' \ ` \ \ \ \ \ \ \ \ \ BE REMOVED UNTIL ALL CONS,TRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA / / / i /' / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. / ;/ / f / / \ \ \ `\ \ \ \ \ \ \ \ \ IS COMPLETED AND THE DRAIMIAGE AREA STABILIZED. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS- / // / /I ;' / / / i /i i/ \\ \ \ \, \, \\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ STONE FILL AGGREGATE SHOUVLD BE PLACED IN LIFTS AND COMPACTED USING PLATE a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ COMPACTORS.A MAXIMUM LIOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. ACCESSORIES. J / /J j' i / // / / \ \, \ \, \ \ \ \\ \ \\ \\ \ \\ \ \, \ \ \ \ \\ \\ \ \ \ \ \ B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT PRETREATMENT: CONNECTORS, \ \ \\ \ AS WITH ALL OTHER BEST MAI NAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF CONNECTION WATERTIGHT. RUNOFF POLLUTION,ROOFS CCAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND,DURIING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. 4).PROTECTION: THEREFORE,ROOF GUTTER GLUARDS AND/OR SUMPS OR TRAPS (EQUIPPED WITH A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. CLEAN-OUTS)IN CONDUITS TCD A DRY WELL SHOULD BE INCLUDED WHEREVER B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL PRACTICAL TO MINIMIZE THE,AMOUNT OF SEDIMENT AND OTHER PARTICULATES COMPLETION. THAT CAN ENTER THE DRY WFELL. CAI tr M ]y. x. w, j �s ° �, � •.•fi�°�"' `w. DRAWN: MH/MS £ i SCALE: 1/4"=1'-0" JOB##: .rF V. August 19,2009 ; " SHEET NUMBER: A�9 RIEVISIONS: REVIEW SET 07/03/2008 13TD SET 0 8/1 912 00 8 BLDG,MIT. 08i19/2009 NYS EINERGY COMPLIANCE OTES, FOUNDATION., CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST E !� WINDOWS AND DOORS: ., INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEME WINDOW AND DOOR WITH WOOD TRIM: a,' I ,. v) ACCORDING TO THE COMPLIANCE ANALYSIS, z,' �' = r' 1). INSULATE HEADER UNCONDITIONED BASEMENTS: ,• s + � 1 > . d �` 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. "jy ' �~ 1). INSULATE THE FLOOR ABOVE THE BASEMENT, REFER TO PLANS FOR F.,EQUIRED - ALUE. e 3), SEAL BETWEEN WINDOURDOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2) INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR, � Cf Itanc P1 e eBEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK, FIBERCxL � �NSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. .: ; P ' �' i I ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. g 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIR T 'LOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON T E 1), CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. (T DOOR 2). DO NOT USE HIGH-EXIPANSION FOAM, IT MAY CAUSE BOWING OW OPENING FRAME f_9P, :IM�C.�x: 0 AND VOID THE WARIRANTY, SEALING BAND JOISTS DURING CONSTRUCTION: Report Diste: u-imm, PLUMBING >41`JD 1- GTP,IG>aL: 1), CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN A56EMBI_ING FRAMING. �; m SEALING PENETRATIONS- 2). APPLY ADHESIVE TO TOP OF BAND J015T AND LAY SUBFLOOR OVER. RU nE7,game:,C: . ,g11'2I 1 ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE, Ci "� iT '•'t C pi w..i ?t �•+ u+ BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. EDteorg y,Ou 0,e: 97 New YGTk Energy CianservatiGn65 Canstructinin, Code RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): rl: Suffolk. +e ra � ext Fork, _ FRECE55EDLIGH,S IN INSULATED CEILINGS MUST BE RACED FOR INSULATION I). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG � .� �.,r 11r;I T . e-- Detached Fain f � v u CONTACT ("IC" F.ATED), ,AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1,3, EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. ��:�- � �� M � y INCLUDE GASKETS ON TINE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. H. e=.I:,r- T ' T 'n-Efeid rIIi SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS .a1zhria ,Aped P rT l i ': 2 o ' STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS IST, FLOOR DECK: esi,l � DI Iree, > 'ly `:. 5751 ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN AUhOULL INSULATE JOIST CAVITIES, _ BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS, 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATINI(S: EXTERIOR OPENING HEADERS: 5EM3ELH'°OLTSE . SRN',X,. C lX7;.T,- , AFtCHITECT IF VERTICAL PIPE RISE5PS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECSANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER 3.782 OLE JUG E; dE PO EOX 9,3 I;f FIRED HOT WATER TANK.5, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY, s -' d �- ¢ - MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. Z ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: r HEAT LO5S. GENERALLY', 1/2" OF INSULATION 15 SUFFICIENT FOR PIPES LESS THAN 1" 1), PROVIDE HORIZONTAL BLOCKING At 48" O,C, AND AS NEEDED FOR NAILER-el. _ -c1P., '!. �e'' ;5 ;,, :, '; -,9 *" s. . F AROUND HORIZONTALOCKING. .. , . �. .... ..�: .<.. ..,. .,.. „ IN DIAMETER.. CfRCl,1LATIlON PUMPS MUST BE EQUIPPED WITH SHUTOFFS, 2). FIT CAVITY INSULATION CAREFULLY R D BLOCKING. �., , �, , . �.M . ,., ....,: , ,., .. , , ,. r ,.,� . . .•, .,,., ,a ., ..,,.. ,.. .. , . , , , ;Gy : . _ : - ;77- ', �;•�D { .��.o-,...:,4.�v1'w,..R13'"C- `� a..0.,=HJa. "�X.•s.L`v- '�«,l�LCY.'e,.''w.,�rl�r.�L:an. •�emOk W.'ST35' < e,w. ...,.a , �. - ,3). PROVIDE A NAILEF. ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRI � :,,� _ .�... . ,.,.-, � ,. a>„..�w�. ,�..a:' �;�. ,. , .. a.u.s� _,..s� ,M>� ��_7�.>..�•�,. >� . �..: �..,w: :u.... F�,. ,�.�..� .,� .�.; ��,. .,��,�.,.A[��r..�a.w ..., ,�•_: �...M>�,�„��.� .�,�.�:..:.�.�;:, ..,.f TUB/SHOWER UNITS ON E7XTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES, Coirri zance: G V 'Eetter T:14 an odd lF-xf L' . Al 9 Ycur UA: 38 2w PROVIDE ADEQUATE AIfR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES U HE IT ION ING (H.VAC) CAVITY SEALING ON EXTERIOR WALL: F� �" E„i= -rs.:' f•i -'�. a c .;fin,t,v.•. .; - i , � r ' 1 a `Y. $ s SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. •., ,... . •.... • AN Y5T M 51 IN q 5 I.;: HEAT 1_055 CALCULATIONSD E Z G• � xn - r ` b� Y ¢•,..k.',ask w+,�v>r A..1 :,•n.,.r' -- '4.. .'xFElrDv`. .s+#x:Eu,; 4r'��-�.•�,'�,ry. ;�`�. y ,� ':,",+•�f�s` ,:er<<,.•+� a, �HEAT 1_0 5CALCULATIONS MU .DT BEDONE IN ACGORDANCE TOECGC 503.3,1. EXTERI R CANTILEVER FLOOR WITH INTERIOR AIR SEALING: AND THE su FL0©RPENETRATIONS ATfON5 TH BLOCKING .� � , _�HVAC SYSTEM EFFICIENCE ..ai.. .i _,. _ ...li•p'%,. , ..M4. .�,v�•�.�>.,,' ��,:�•' w c c 2). SEAL SOFFIT AND BAND JOINT WELL ENOUGH TO PREVENT IUINDWASHING, ? :Ir`'s 1„ FI , '�„.:, � ,,�1 � ': '" r1± & 232 THE MINIMUM EFFICIENCY" REQUIREMENTSa FOR HVAC SYSTEMS ARE GIVEN IN � � ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL 3), SEAL SUBFLOOR JOISTS WITH ADHESIVE. Ce: lra 2; I�';1 1„ 0. ,` '+ MINIMUM EFFICIENCY STANDARDS. 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING, THE - I � BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE, �V' 1 1: kklcod Frame,, $61 Mc- ">�;47, 1 D 0.01 L O HVAC CONTROLS: �� '""��V00o Ftam=_,:0Tj Part,e W!11 E2 0.330 20 � U CONTROLS MUST BE IN ,ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERAT6f� CHED GARAGE: �• 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE V111 u ir2:��' ooa Fi"ar31e,.,D+�►'� bAn Pane �`:t1 .,`��r�'=� 1.L1,5 CONTROLS MUST INCLUD>E THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL CEILING WITH ADHESIVE. lVMd'uvr,25.,VIllacel Frane:0o"ub!= F Par,,,�' ift PL, ',•_E 16 0.3,10 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF A721SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM W LEAST 5 DEGREES) WIT14IN WHICH GALLS FOR HEATING AND COOLING ARE EITHER PIPE AND DUCTS, out" . : ;30"AT51 2 SUSPENDED OR REDUGI:-D. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO 3)• SEAL ALL PENETRATIONS THROUGH BLOCKING. PREVENT ENERGY CON:5UMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% F:OVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY ��I"�, Glass ��` �'~d�� HUMIDITY, HEAT PUMPS 'THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS, I• .II~° .; 1 "r s,_Mmi Ulncol,w.°ol;a ;1...°� a f 91516 G I.0 61 TEMPERATURE. lFunnar:* I s f" `ruiJ K2 Air 92 AFUE ALL MECHANICAL VENTIILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHENDROPPED SOFFIT ON INTERIOR WALL: VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM 15 SHUT DOWN, AUTOMATIC OR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE GLOSE:8F' PLATES, Tns prqpased ; ullung reel- a t'E to 115'1o.'1imr—n ,Is ICv;�1 ldr 11�%l ba ��:fl� t� I1 ' gerIrwaltaris, Fn ',c .!r c'v tvaLM_T-.- d.twro fi4j DUCTS AND PIPES: INTERIOR SOFFIT ON EXTERIOR WALL: Wth tM's�I�Trft zprp 8u� -The fi a usi�l Sy-JP-,Ms �avz� been st 1Ed .11 �"e,eltiz 2.711(714en"rC °y,Er4I:Ty Ccr setn o"1 D.,'1strucvl 1), SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. d,.e em ;TIFF, ,, � :, -1 ;' ... 2 WE 1 -F l � -� DUCT AND PIPE INSULATION 15 REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN �I��,_,1"-,�.�k��'"1"�� _>'��"�fEe�1 ' ,� �� '811' .�_ I '"� '�I<',�� rul�� "�: sti; T -�<'� ,� �F'� .1I� �;�I�..., �� UNCONDITIONED SPACES, A5 INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE2)• HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE Rn FR-VALUE LABELS ON THIS OUTSIDE JACKET (ECCC.NY5 102.5,3), FRAMING INTERIOR SOFFITS OR UTILITY CHASES, . I , f ai'' P r " ,, _ 14� gm2rft� riuvi pans a �+�u 0ons`�� lI_Zr?7' 1171 .t�� ` s d�_, DUCTS AND PIPES IN UNCONDITIONED AT"CICS, GARAGES, BASEMENTS AND CRAWLSP,&6?=%EAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. MUST BE INSULATED. WHIENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE THE INSULATED ENVELOFPE OF THE HOUSE. KNEE WALL SUPPORTING ROOF: ------ -------- —'--- ------ IF HEATING DUCTS ARE (INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PFROVID SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO STme- 4,e na l !e Get e R-14 RIGID INSULATION EBETWEEN DUCT AND EXTERIOR SHEATHING. lN,0 -94;fTA D WASHING. FLU'- TERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES, DUCT SEALING: LO%F�ffff 1'H�QN�,�,u'c DUCT SEALING 15 REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503,3,4), �8L�1 �:1 ' K- 11P'1 �5 AND FLOOR JOISTS ABOVE EXl`ERIGR PORTIONS OF STUD BA)'rS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE WALL PLATE. SEALED. ALL CONNEGTI(ON5 AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK)FILL THE CAVITY: MUST BE SEALED WITH FITHCR MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING TAPES MEETING UL i81A MAY BE USED FOR RIGID FIBER DUCTS, TAPES MEETING AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRY LL UL 1815 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GARS, a SEALING. CUT AROUND OBSTACLES: U WRITTEN MATERIALS: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES: CUT AROUND WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES: AND SPLIT OVER CRCSS Cn Cn a H O WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3), A LABEL REFEREtMIDGINeS IN FLOORS, NEVER STUFF INSULATION TO GET IT TO FIT. ' TO SUCH MATERIAL 15 ARLSO ACCEPTABLE. DOCUMENTATION OF R-VALUES: M REDUCED MOISTURE: FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE EVERY BATHROOM IS TiO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G,C, TO CONFIISTAIU 50 THAT THE MARKINGS ARE VISIBLE TO THE-BUILDING INSPECTOR, THE FAN ACTUALLY WORRKS: USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPEQ=j=_lS OPENINGS: IF THERE 15 A GAS RANIGE. ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc, MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA. pro), a llte- ur (Ja e: o7.Iuz#TI9 VENTILATION: l eg 'fl6FnP 1 : 'P'mrra $ F e "fell ffiR'Scl, eiwk 5 EUS EI-., t PEq.Er '1 ' MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003rAMPEDRAL CEILINGS: sue?-F�E� -RP'fthH�-C tf3f=--t"-�. C 81e-Aftu rtcw-Ae�r`€ tl tlt�tt� :Ort?1-��#EAfiH G —"' _S. > - KITCHEN EXHAUST FANS1 SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 CFt l CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS, G•x.Y:6 eF' yti. C,� DRAWN: AIH!MS lot K� SCALE: 1/41I_11_011 JOB#: August 19,2009 SHEET NUMBER: A1 J J REVISIONS: REVIEW SET 07/03/2008 BTD SET 08/19/2008 BLDG.DEPT, 08/19/2009 12" I il"POMP 3/4" THICK BIRCH 1/2"X1-7/8" SHELVING COL. STOP 11/16" FLAT STOOL W/ OGEE EDGE 11/16"X5-1/4" SPRUNIG CROWN 4-9/16" CROWN--�► „s�� 1/4"X3/4" BEADED 11/16"Xl-1/8" COVE 1/2"X1-7/8" L=.T SHELF EDGING �.• 9/16��X3-1/2�� E1E CASIN COL. STOP 2ND. FLOOR CEILING TRIM 1ST. FLOOR CEILING TRIM WINDOW STOOL WITH APRON iX3 BIRCH CLEAT 82"TO TOP'OF (SIDES & BACK) INTERIOR DOOR FINISHED FLOOR SIMPSON INTERIOR PRIMED INFINITY DOORS MODEL No.8514 1-3/4"THICK WITH EMTEK BALL BEARING HINGES,3 PER DOOR 6'-8'DOOR HEIGHT V M 15/16"X2-1/4" WAINSCOAT CAP `� z 16" ROOM FINISH SCHEDULE � z m 3/4" THICK BIRCH CI C SHELVING ROOM NAME: FLOOR: WALLS: CEILING REMARKS u 11/16X1-3/8" BAS;E CAP 1/2" THICK MDF PANELS DEN / OFFICE 3-1/2" SELECT OAK GYPSUM BOARD IX6 TtG FIR IX6 T45 WINDSOR ONE UNDER RRs. BEADING @ 2-1/2 IX OC +/' KITCHEN 3-1/2" SELECT OAK GYPSUM BOARD IX6 TtG FIR 6 T45 WINDSOR ONE UNDER RRs. �- i/4X3/4" BEADED 1X(6 54S DINING SHELF EDGING 3-1/2" SELECT OAK GYPSUM BOARD IX6 IX6 TtG FIR TdG WINDSOR ONE UNDER RRs. 1-5/8" DIA. LIVING ROOM 3-In" SELECT OAK GYPSUM BOARD IX6 TtG FIR IX6 t15 WINDSOR ONE UNDER RRs. FIR POLE 1/2"X3/4" FLOOR MOLCDING HALF BATH SX& TILE MOISTURE-RESISTANT MOISTURE-RESISTANT 36" WAINSCOTTING AT WALLS WITH GYPSUM BOARD GYPSUM BOARD CAPPING iX3 BIRCH CLEAT BASE TRIM ENTRY 3-1/2 MOISTURE-RESISTANT SELECT OAK GYPSUM BOARD GYPSUM BOARD (SIDES &BACK) WAINSCOTTING too MASTER BEDROOM 3-1/2" SELECT OAK GYPSUM BOARD IX6 TtG FIR CEILING BD. BETWEEN RRs t SHTG, 66I H TOP'OF WALK-IN CLOSET 3-1/2" SELECT OAK GYPSUM BOARD IX6 TtG FIR CEILING BD. BETWEEN RRs t SHTG. Q FINISHED FL(00 1""YPICALCLOSETSHELVING. MASTER BATH SXS TILE MOISTURE-RESISTANT IX6 TtG FIR CEILING BD. BETWEEN RRs t SHTG.GYPSUM BOARD SHOWER WALLS TO BE TILED / RADIANT HEAT INTERIOR TRIM 1X4 ElEADED EDGE BEDROOM No. 1 3-1/2" SELECT OAK GYPSUM BOARD IX6 TtG FIR CEILING BD, BETWEEN RRs t SHTG. POPLAR TRIM CLOSET 3-1/2" SELECT OAK GYPSUM BOARD IX6 TtG FIR CEILING BD. BETWEEN RRs t SHTG. Q BEDROOM No. 2 3-I/2" SELECT OAK GYPSUM BOARD IX6 TtG FIR CEILING BD. BETWEEN RRs t SHTG. C/J (USE MDF MATERIAL WHERE APPLICABLE) 1-i/i�" BACK BAND CLOSET 3-1/2" SELECT OAK GYPSUM BOARD IX6 TtG FIR CEILING BD, BETWEEN RRs t SHTG. O INTERIOR CASING MOISTURE-RESISTANT h�-� 0 BATH No, I 8X8 TILE GYPSUM BOARD IX6 TtG FIR CEILING BD. BETWEEN RRs t SHTG. [J Z_ HALL 3-1/2' SELECT OAK GYPSUM BOARD MOISTURE-RESISTANT [L�� Oc GYPSUM BOARD 1�1 a LINEN CLOSET 3-1/2" SELECT OAK GYPSUM BOARD IX(b TtG FIR CEILING BD. BETWEEN RRs t SHTG. Z Q W GYPSUM DRYWALL NOTES: PAINTING NOTES: INTERIOR TRIM NOTES: ►-+ u QUALITY AS5IURANCE: JOINT TREATMENT MATERIALS: JOINT SYSTEM: � QUALITY ASSURANCE: EXECUTION: APPLICATION CONTINUED: QUALITY ASSURANCE: f� 1).INSTALLATION AND APPLICATION OF MATERIALS SHALL BE IN ACCORDANCE WITH 1).JOINT TAPE: 1).TAPPING AND FINISHING JOINTS: A.BENCHMARK SAMPLES(MOCUPS):PROVIDE A FULL-COAT BENNCHMARK SAMPLE FOR A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT, UNITED STMTES GYPSUM CONSTRUCTION HANDBOOK(LATEST EDITION). a).ASTM C475 a).TAPPING OR EMBEDDING JOINTS: EACH TYPE OF COATING AND SUBSTRATE REQUIRED.COMPLY WITH PROCEDURES COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH 1).COMPLY WITH WORKMANSHIP AND FINISH STANDARD REQUIREMENTS OF THE r�- b).CROSS LAMINATED,TAPERED EDGE,REINFORCED PAPER,OR FIBER GLASS 1).APPLY COMPOUND IN THIN UNIFORM LAYER TO ALL JOINTS AND ANGLES IN PDCA(PAINTING AND DECORATING CONTRACTORS OF AM1ERICA. PROCEDURES SPECIFIED IN PDCA P4. AWI(A TERN N WOODWORKERS INSTITUTE)QUALITY GRADE SPECIFIED, ) ) H),SCHEDULING PAINTING:APPLY FIRST'COAT TO SURFACES THAT HAVE BEEN CLEANED, APPLICATION: F"~2).COMPLY WITTH FIRE RESISTANCE RATINGS AS INDICATED AND AS REQUIRED BY MESH TAPE RECOMMENDED BY THE MANUFACTURER. TO BE REINFORCED. 1).WALL SURFACES:PROVIDE SAMPLES ON AT LEAST 100 SCQ.FT, 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER 1).INSTALL THE WORK PLUMB, U LEVEL,AND FREE OF DISTORTION.SHIM WHERE n (�GOVERNING�AUTHORITIES AND CODES. 2).JOINT COMPOUND: 2).APPLY REINFORCING TAPE IMMEDIATELY. 2).SMALL AREAS AND ITEMS:ARCHITECT OR HOMEOWNER\WILL DESIGNATE HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. REQUIRED,WITH CONCEALED SHIMS. 3).PROVIDE MATERIALS,ACCESSORIES AND APPLICATION PROCEDURES WHICH HAVE a).ASTM C475 3).CENTER TAPE OVER JOINT,AND SEAL TAPE INTO COMPOUND. ITEMS OR AREA REQUIRED, 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF 1).OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP 4).LEAVE APPROXIMATELY 1/64 In,TO 1/32 in,COMPOUND UNDER TAPE To a),OBTAIN OWNERS APPROVAL OF SHEEN FINISH FROM BENCHMARK SAMPLES. SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED. BEEN LISTED BY UL OR TESTED ACCORDING TO ASTM C 119 FOR TYPE OF b).READY-MIXED JOINT COMPOUND. PROVIDE BOND. 2).CUT MATERIAL TO FIT UNLESS SPECIFIED TO BE SHOP-FABRICATED,OR SHOP- 0 CONSTRUCTIION INDICATED. C).ALL PURPOSE JOINT COMPOUND. PROJECT CONDITIONS: 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF CUT TO EXACT SIZE,SCRIBED AND CUT FOR ACCURATE FIT WHERE WORK ABUTS O 5).APPLY SKIM COAT IMMEDIATELY FOLLOWING TAPE EMBEDMENT BUT NOT A.STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN A WELL- 8)•COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR OTHER FINISH WORK.DRILL PILOT HOLES AT CORNERS BEFORE MAKING CUTOUTS, 9 QUALIFICATIONS OF INSTALLERS: INSPECTION: TO FUNCTION AS FILL OR SECOND COAT. VENTILATED AREA AT A MINIMUM AMBIENT TEMPERATURE OF 45 deg.F,MAINTAIN 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. 1).USE ONLY SKILLED AND EXPERIENCED GYPSUM DRYWALL INSTALLERS FOR LAYING A).CHECK FRAMING FOR ACCURATE SPACING AND ALIGNMENT TO PRODUCE SURFACES 6).FOLD TAPE AND EMBED IN ANGLES TO PROVIDE TRUE ANGLE. STORAGE CONTAINERS IN A CLEAN CONDITION,FREE OF FOREIGN MATERIALS COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES,ON REQUEST, UP THE GYPSUM BOARD,FASTENING,TAPPING ABD FASTENING. WITHIN SPECIFIED TOLERANCES, 7).DRY EMBEDDING COAT PRIOR TO APPLICATION OR FILL COAT. FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE I.APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY 3 DISTRIBUTE DEFECTS TO THE GREATEST APPEARANCE ADVANTAGE POSSIBLE. E AND RESIDUE. ) EXECUTION: b),FILLING: USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 1),TRIM AND MOLDINGS:INSTALL IN SINGLE,UNJOINTED LENGTHS AT OPENINGS AND 2).HELPERS ANID APPRENTICES USED FOR SUCH WORK SHALL BE UNDER FULL AND B).VERIFY THAT SPACING OF INSTALLED FRAMING DOES NOT EXCEED MAXIMUM 1).APPLY JOINT COMPOUND OVER EMBEDDING COAT. B.APPLY WATERBORNE PAINTS ONLY WHEN TEMPERATURES OIF SURFACES TO BE FOR RUNS LESS T CONSTANT SUPERVISION AT ALL TIMES BY THOROUGHLY SKILLED GYPSUM ALLOWABLE FOR THICKNESS OF DRYWALL TO BE USED, a).FILL TAPER FLUSH WITH SURFACE. PAINTED AND SURROUNDING AIR ARE BETWEEN 50 AND 90 deg,F. C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS 1).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN THAN THE MAXIMUM LUMBER LENGTH AVAILABLE,FOR LONG RUNS, DRYWALL INISTALLERS. b),APPLY FILL COAT TO COVER TAPE. SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT RUN.STAGGER JOINTS IN ADJACENT MEMBERS.COPE MOLDING AT RETURNS.MITER C).VERIFY THAT FRAMES ARE SET FOR THICKNESS OF DRYWALL INDICATED. c).FEATHER OUT FILL COAT BEYOND TAPE AND PREVIOUS JOINT C.APPLY SOLVENT-THINNED PAINTS ONLY WHEN TEMPERATURLES OF SURFACES TO APPLICATION. THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. 3).IN THE ACCEPTANCE OR REJECTION OF INSTALLED DRYWALL,NO ALLOWANCES COMPOUND LINE. BE PAINTED AND SURROUNDING AIR ARE BETWEEN 45 AND 95 deg F. A),COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE ALL CORNERS. WILL BE MAME FOR LACK OF SKILL ON PART OF THE INSTALLERS. D).DO NOT PROCEED WITH INSTALLATION OF DRYWALL UNTIL DEFICIENCIES ARE 2).JOINTS WITH NO TAPER: OF SURFACES TO BE PAINTED. K),MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL 2).ATTACH THE WORK SECURELY IN PLACE, CORRECTED AND SURFACES TO RECEIVE DRYWALL ARE ACCEPTABLE, a).FEATHER OUT AT LEAST 4 In.ON EITHER SIDE OF TAPE. D DO NOT APPLY PAINT IN SNOW,RAIN,FOG OR MIST;OR WHEN RELATIVE WORK I5 LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. a).NAILING:BLIND NAIL WHERE POSSIBLE.USE FINISH NAILS WHERE EXPOSED.SET MANUFACTURER'S RECOMMENDATION: ). 1).THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION,WHEN b).DO NOT APPLY FILL COAT ON INTERIOR ANGLES. HUMIDITY EXCEEDS 85 PERCENT;OR AT TEMPERATURES LESS THAN 5 deg.F. B).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED NAIL HEADS F E).PROTRUSION OF FRAMING,TESTED FRAMING MEMBERS,OR UNALIGNED MEMBERS 3).ALLOW FILL COAT TO DRY PRIOR TO APPLICATION OF FINISHED COAT, TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON L BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE OR FILLING,EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE APPROVED BY THE ARCHITECT,SHALL BE THE BASIS FOR ACCEPTANCE OR ABOVE THE DEW POINT;OR DAMP OR WET SURFACES. ) NATURAL FINISH(IF ANY). MUST BE REPAIRED BEFORE INSTALLATION OF DRYWALL IS STARTED, C).FINISHING: REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO TO ENSURE COMPLETE COVERAGE WITH PORES FILLED.REJECTION OF ACTUAL INSTALLATION METHODS USED IN THIS WORK. 1).SPREAD JOINT COMPOUND EVENLY OVER AND BEYOND FILL COAT ON MANUFACTURERS: ENSURE USE OF COMPATIBLE PRIMERS. b).ANCHORING:SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- INSTALLATION: A.PRODUCTS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCT ALLOWABLE TOLERANCES: ALL JOINTS. INTO OR DIRECTLY ATTACHED TO SUBSTRATES. 1).1/8 in.IN 8 ft.MAXIMUM VARIATION FROM PLUMB OR LEVEL IN ANY EXPOSED A.GENERAL: LISTED BELOW, M),PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, 1).INSTALL ALL PANELS PLUMB,LEVEL AND WITH ALL VERTICAL JOINTS ON BEARING a).FEATHER TO SMOOTH UNIFORM FINISH. C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT I5 REQUIRED TO BE LINE OR SURFACE, 1). APPLY FINISH COAT TO TAPED ANGLES TO COVER TAPE AND TAPPING LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. 3),CASEWORK:INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY B).MANUFACTURERS'NAME: GRADE SPECIFIED, 2).USE PANELS OF MAXIMUM SIZE LENGTHS PRACTICAL TO MINIMIZE BUTT JOINTS. COMPOUND. 1).BENJAMIN MOORE&CO.(BENJAMIN MOORE) IF REMOVAL 15 IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR 2).CONTRACTOR SHALL TAKE INTO ACCOUNT THE TOLERANCE ALLOWED IN THE 2).SAND FINAL APPLICATION OF COMPOUND TO PROVIDE SURFACE READY THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO a).SECURE CASEWORK TO GROUNDS,STRIPPING,OR BLOCKING WITH COUNTERSUN SUBSTRUCTWRE TO WHICH HE 15 TO ATTACH THE FURRING,STUDS AND GYPSUM a),WHERE UNAVOIDABLE,LOCATE END BUTT JOINTS AS FAR FROM CENTER OF PAINT MATERIALS,GENERAL: CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID FOR DECORATION. AND PAINTING. BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. BOARD TO COMPLY WITH THE TOLERANCES REQUIRED IN THIS SECTION. WALLS OR CEILING AS POSSIBLE AND STAGGER IN ALTERNATIVE COURSES.. A.MATERIAL COMPATIBILITY:PROVIDE BLOCK FILLERS,PRIMERS AND FINISH-COAT INSTALLATION.SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK, 3).FILLING AND FINISHING ND AS FIRST 1),AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL b).ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH THE SUBSTRATES PRODUCT DELIVERY,STORAGE AND HANDLING: 3).INSTALL GYPSUM DRYWALL PANEL WITH FACE SIDE OUT. a).APPLY JOINT COMPOUND AS FIRST COAT TO FASTENER DEPRESSION. INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATIION,AS DEMONSTRATED ITEMS REMOVED USING WORKERS SKILLED 1N THE TRADES INVOLVED. N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO A).DELIVERY AIWD HANDLING; b).APPLY AT LEAST TWO ADDITIONAL COATS OF COMPOUND AFTER PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE 4).PLASTIC LAMINATED FINISH WORK WHERE APPLICABLE): a).DO NOT INSTALL IMPERFECT,DAMAGED,DAMP OR WET PANELS. BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. ( 1).DELIVER MATERIALS TO THE PROJECT SITE WITH MANUFACTURER'S LABEL b).BUTT PANELS TOGETHER FOR LIGHT CONTACT AT EDGES OR ENDS WITH NOT FIRST COAT IS DRY. D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING AND COVERAGE,CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, a,COORDINATE INTACT RAND LEGIBLE. MORE THAN 1/16 in. OPEN SPACE BETWEEN PANELS, c).LEAVE FILLED AND FINISHED DEPRESSIONS LEVEL WITH PLANE OF B.MATERIAL QUALITY:PROVIDE MANUFACTURER'S BEST-QUALIITY PAINT MATERIAL OF TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE, } AND VERIFY SIZES AND LOCATIONS E OPENINGS FOR FIXTURES 2).HANDLE:MATERIALS WITH CARE TO PREVENT DAMAGE. SURFACE. CONDITION AND AS SPECIFIED, WITH ACTUAL FIXTURE SIZES.FORM INSIDE CORNERS TO A RADIUS OF NOT LESS C).DO NOT FORCE INTO PLACE, VARIOUS COATING TYPES SPECIFIED THAT ARE FACTORY FORMULATED AND THAN 1/8".ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF 4).FINISH BEADS AND TRIM: RECOMMENDED BY MANUFACTURER FOR APPLICATION INDI(CATED.PAlNT•MATERIAL 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. O).TRANSPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- CRACKS, 8).STORAGE: 4).LOCATE EDGES OR END JOINTS OVER SUPPORTS EXCEPT IN HORIZONTAL a).FIRST FULL COAT: CONTAINERS NOT DISPLAYING MANUFACTURER'S PRODUCT I IDENTIFICATION WILL 2).CEMENTITIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, 1).STORE MAATERIALS INSIDE UNDER COVER,STACK FLAT,OFF FLOOR. 1).APPLY JOINT COMPOUND TO BEAD AND TRIM. RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR CLOTHING CLOSETS: APPLICATIONS OR WHERE INTERMEDIATE SUPPORTS OR GYPSUM BOARD BACK- NOT BE ACCEPTABLE. 1).SHELVING: 2),STACK W/ALLBOARD 50 THAT LONG LENGTHS ARE NOT OVER SHORT 2},FEATHER OUT FROM GROUND TO PLANE OF THE SURFACE. SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF OTHER SURFACE IMPERFECTIONS. 1). SHELVES TO BE 3/4"THICK,QUALITY GRADE BIRCH VENEER-CORE PLYWOOD, BLOCKING T5 PROVIDED BEHIND END JOINTS. LENGTHS3. a).POSITION PANELS AO THAT TAPERED EDGE JOINTS ABUT,AND MILL-CUT OR 3).DRY COMPOUND PRIOR TO APPLICATION OR SECOND FILL COAT. C.COLORS:MATCH COLORS AS SELECTED BY THE OWNER FROtM MANUFACTURES SURFACE PREPARATION. P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE 3).AVOID OWERLOADING FLOOR SYSTEM. b).SECOND FILL COAT: 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SU85TANCES WITH TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN 2)•PROVIDE TWO SHELVES PER CLOSET. FIELD-CUT END TAINTS ABUT. FULL RANGE. 3).LOWER SHELF:16"DEEP. 4).STORE ACDHESIVES IN DRY AREA,PROVIDE PROTECTION AGAINST FREEZING b).DO NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS. 1).APPLY]DINT COMPOUND IN SAME MANNER A5 FIRST FILL COAT. SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS, AT ALL TIIMES, 2).EXTEND BEYOND FIRST COAT ONTO FACE OF WALLBOARDS, PREPARATORY COATS: EXPOSED TO VIEW SMOOTH AND DUST OFF. 4).UPPER SHELF:12"DEEP. C).STAGGER VERTICAL JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF A.EXTERIOR PRIMER:EXTERIOR ALKYD OR LATEX-BASED PRIMIER OR FINISH COAT CLEANING AND PROTECTING: JOB CONDITI(ONS: PARTITION WALLS. 3).DRY COMPOUND PRIOR TO APPLICATION OF FINISHED COAT. MANUFACTURER AND RECOMMENDED IN WRITTING BY MANIUFACTURER FOR USE a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER 2),SUPPORTS: A).ENVIRONMEIINTAL CONDITIONS: c),FINISH COAT: OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING DISCARDED PAINT MATERIALS FROM PROJECT SITE. 1).1X3 BIRCH CLEATS AND BACK SUPPORT. WITH FINISH COAT AND ON SUBSTRATE INDICATED. ^, 1).TEMPERATTURE: 5).PROVIDE ADDITIONAL FRAMING AND BLOCKING AS REQUIRED TO SUPPORT 1),APPLY JOINT COMPOUND TO BEAD AND TRIM. 1).FERROUS-METAL AND ALUMINUM SUBSTRATES:RUST-INHIIBATIVE METAL PRIMER. PRIMER,AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES 2 a).DURINNG COLD WEATHER,IN AREAS RECEIVING WALLBOARD INSTALLATION, GYPSUM DRYWALL AT OPENINGS AND CUTOUTS. 2).EXTEND BEYOND SECOND FILL COAT. ZINC-COATED WITH PUTTY OR PLASTIC WOOD FILLER,SAND SMOOTH WHEN DRIED. 8).PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE )•WOOD POLE SOCKETS Z). METAL SUBSTRATES:GALVANIZED METAL PRIMER. 3).PROVIDE ADDITIONAL SUPPORT BRACKETS FOR SHELVING AND CLOSET POLES MAINITAIN TEMPERATURE RANGE BETWEEN 55 DEGREES F.TO 70 DEGREES F. 3).FEATHER FINISH COAT FROM GROUND TO PLANE OF SURFACE, b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND 3).WHERE MANUFACTURE DOES NOT RECOMMEND A SEPARAATE PRIMER FOR SPANS EXCEEDING 4'-0". FOR 224 HOURS BEFORE,DURING AND AFTER GYPSUM WALLBOARD AND 6).ACCURATELY MEASURE AND PRECUT GYPSUM DRYWALL UNITS PRIOR TO 4).SAND FINISH COAT TO PROVIDE FLAT SURFACE READY FOR PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING REPAINTING AS APPROVED BY ARCHITECT AND OWNER. FORMULATION ON SUBSTRATE INDICATED,USE PAINT SPECIFIED FOR FINISH 0 a JOINTT TREATMENT APPLICATION. INSTALLATION. DECORATION. CABINETS,COUNTERS,CASES AND PANELING, CLEANING: COAT, a).MAKE ALL CUTS FROM FACE SIDE BY SCORING AND SNAPPING AWAY FROM ADJUST AND CLEAN: c).IF TRANSPARENT FINISH]S REQUIRED,BACKPRIME WITH SPAR VARNISH, C).PROVIDE"WET PAINT' SIGNS TO PROTECT NEW 1).CLEAN EXPOSED SURFACES OF PREFINSHED WORK. NEWLY PAINTED FINISHES.AFTER W 2).VENTILATRON: FACE SIDE OR BY SAWING. A,SCREW POP: d).B.ACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS B.INTERIOR PRIMER:INTERIOR ENDS IN OR ALKYD PRIMER C FINISH COAT PROTECTION: V d).PROVIIDE VENTILATION DURING AND FOLLOWING ADHESIVES AND JOINT 1).REPAIR SCREW POP BY DRIVING NfIN SCREW APPROXIMATELY 1-1/2 in.FROM OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. PROVIDED 8Y OTHERS TO PROTECT THEIR WORK,b},COMPLETELY CUT PAPER NC BACK FACE;DO NOT BREAK PAPER BY TEARING. MANUFACTURER AND RECOMMENDED IN INDICATED. NG BY MANIUFACTURE FOR USE WITH 1). PROTECT INSTALLED WORK FROM DAMAGE BY WORK OF OTHER TRADES.MAINTAIN TREATTMENT APPLICATIONS, c},MAINTAIN CLOSE TOLERANCES FOR ACCURATE FIT AT JOINTS BETWEEN SCREW POP AND RESEAT SCREW. FINISH COAT AND ON SUBSTRATE INDICATED. e),SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE b).USE TEMPORARY AIR CIRCULATORS IN ENCLOSED AREAS LACKING NATURAL SHEETS AND AT FRAMED OPENINGS AND TO ALLOW FOR COVERING OF 2).WHEN FACE PAPER IS PUNCTURED,DRIVE NEW SCREW APPROXIMATELY 1.1/2 In COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES TEMPERATURE AND HUMIDITY REQUIREMENTS DURING CONSTRUCTION PERIOD IN 1).FERROUS METAL SUBSTRATES:QUICK DRYING,RUST INHiIBITNE METAL PRIMER. VENTULATION. EDGES OF CUTOUTS WITH PLATES AND ESCUTCHEONS. FROM DEFECTIVE FASTENING AND REMOVE DEFECTIVE FASTENING. 1).ZINC-COATED METAL SUBSTRATES:GALVANIZED METAL-PRIMER, 4)•FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT SPECIFIED IN PDCA Pl. INTERIOR INSTALLATION AREAS, c).UNDER SLOW DRYING CONDITIONS,ALLOW ADDITIONAL TIME BETWEEN d).CUT EDGES SMOOTH A5 REQUIRED FOR NEAT AND ACCURATE FIT. 3).FILL DAMAGED SURFACE WITH COMPOUND. BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN INTERIOR PAINT SCHEDULE: L/�COATS OF JOINT TREATMENT. Q 3),WHERE MANUFACTURER DOES NOT RECOMMEND A SEPARRATE PRIMER SUBSTANCES,USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH A).GYPSUM BOARD(WALLS): •r-i � Q FORMULATION ON SUBSTRATE INDICATED,USE PAINT SPECIFIED FOR FINISH ) d).PROTECT INSTALLED MATERIALS FROM DRAFTS DURING HOT,DRY WEATHER. 7),ALL SCREWS SHALL BE POWER-DRIVEN WITH AN ELECTRIC SCREW DRIVER, B}•RIDGING COAT. SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS)RECOMMENDATION, 1).ACRYLIC FINISH COATS OVER A PRIMER. " a).SET SCREW 50 THAT HEAD PROVIDES A SLIGHT DEPRESSION BELOW 1).DO NOT REPAIR UNTIL CONDITION HAS FULLY DEVELOPED. INTERIOR FINISH COATS: a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN a).PRIMER:INTERIOR GYPSUM BOARD PRIMER. I` 3).PROTECTIION: SURFACE OF DRYWALL WITHOUT TEARING FACE OF PAPER. a).APPROXIMATELY SIX MONTHS AFTER INSTALLATION OR ONE HEATING A.ALL INTERIOR PAINTS: DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. M a).PROTECT ADJACENT SURFACES AGAINST DAMAGE AND STAINS. SEASON. 1).BENJAMIN MOORE MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. MATERIALS: 8).CAULK THE PERIMETER OF ALL FACE LAYERS(HEAD AND SILL). 2).SAND RIDGES TO REINFORCING TAPE WITHOUT CUTTING THROUGH TAPE, INTERIOR WOOD STAINS AND VARNISHES: 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED B).GYPSUM BOARD(CEILING): 1).GYPSUM WALLBOARD: 3).FILL CONCAVE AREAS ON BOTH SIDES OF RIDGE WITH TOPPING A.OPEN-GRAIN WOOD FILLER: SOLVENTS 5O SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. OVER FRAMING: a).REGULAR BOARD; 1).SINGLE LAYER-CEILINGS: COMPOUND. 1).BENJAMIN MOORS PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY a).PRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- 1).ASTM4 C36 4).FILL CRACKS WITH COMPOUND AND FINISH SMOOTH AND FLUSH, 2).MINWAX MECHANICAL METHODS. GLOSS ALKYD-ENAMEL FINISHES. a).APPLY WALLBOARD WITH LONG DIMENSION AT RIGHT ANGLES TO FRAMING. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. 2).THIOKNESS:1/2 in. b).BACK BLOCK ENDS AND EDGES OF WALLBOARD. CLEANING UP: 3).EDGE:S:TAPERED. A.DO NOT ALLOW THE ACCUMULATION OF SCRAPS AND DEBRIS ARISING FROM WORK B.INTERIOR WOOD STAINS:ALKYD BASED. E).MATERIAL PREPARATION: b).MOISTURE-RESISTANT BOARD: OF THIS SECTION BUT MAINTAIN THE PREMISES IN A NEAT AND ORDERED 1).BENJAMIN MOORE 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, C),FERROUS METAL: 2).SINGLE LAYER-WALLS: 1).ASTM4 C630 CONDITION AT ALL TIMES. 2).MINWAX FREE OF FOREIGN MATERIALS AND RESIDUE. 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. a).APPLY WALLBOARD VERTICALLY.INSTALL HORIZONTALLY FOR WALL HEIGHTS 2).THICRKNE55:1/2 in, OVER 8,-0" i).IN THE EVENT OF SPILLING OR SPLASHING COMPOUND ONTO OTHER SURFACES, 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. 3.2).EDGE-S:TAPERED. STAGGER END JOINTS TO OCCUR ON DIFFERENT FRAMING MEMBERS ON IMMEDIATLY REMOVE THE SPILLED OR SPLASHED MATERIAL AND ALL TRACE OF C).INTERIOR ALKYD-OR POLURETHANE-BASED CLEAR SATIN VFARNI5H: STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. c).FIRE-RATTED BOARD: OPPOSITE SIDES OF PARTITION, RESIDUE TO THE APPROVAL OF THE ARCHITECT AND HOMEOWNER. 1).BENJAMIN MOORS 1F NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. 1).ASTM C36,TYPE-X b).BACK BLOCK END JOINTS. A WHEREN ElA/WORK OR REPAIR WORK CONNECTS WITH EXISTING WALLS,THE 2).ABSOLUTE COATINGS(LAST'N LAST) D).ZINC-COATED METAL: 2).THICK(NESS:5/8 In. CONTRACTOR SHALL R ALL NECESSARY CUTTING AND FITTING OF EXISTING 3).MINWAX F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. 3).EDGESS:TAPERED. 3).MECHANICAL FASTENERS-SINGLE LAYER: WALLS,REMOVING EXISTING GYPSUM DRYWALL INDICATED ON THE DRAWINGS COMPONENTS ARE IN PLACE,EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. FASTENERS: a),SCREWS: AND AS NECESSARY TO MAKE WORK,AND ALTERATIONS MADE IN THE MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION,1).SCREWS: 1),ATTACH SINGLE LAYER OF WALLBOARD TO WOOD FRAMING WITH TYPE"W" EXISTING BUILDINGS. 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE: A).STAIN-VARNISH FINISH:(USE THIS SYSTEM ONLY FOR NATURAL WOOD THAT I5 a).COURSE TTHREAD,SELF TAPPING,BUGLE HEAD,FOR USE WITH POWER DRIVEN COURSE THREAD DRYWALL SCREWS. EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH OVER A SEALER COAT TOOL, 2),MINIMUM EDGE CLEARANCE FROM MECHANICAL FASTENERS:3/8 In. B.ALL EXISTING PARTITION WHICH IS DAMAGED OR REMOVED DUE TO ALTERATIONS BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLYING STAIN, 1).TYPE""W"DRYWALL SCREWS. 3),STAGGER MECHANICAL FASTENERS OPPOSITE EACH OTHER ON ADJACENT OF THE EXISTING BUILDINGS SHALL BE PATCHED OR REPLACED AS NECESSARY BY 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECZILAR BLACK PAINT b).LENGTH: ENDS OR EDGES. THE CONTRACTOR AND MATCH EXISTING WORK IN ALL RESPECTS. 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. 1).SINGLLE LAYER:1-1/41n. 4).SAND ABUTTING ENDS OR EDGES OVER SUPPORT SURFACE. WHERE VISIBLE THROUGH REGISTERS OR GRILLES, 2).STAIN COAT:INTERIOR WOOD STAIN. 2).FACE LLAYER OR TWO LAYER APPLICATION: 1-5/8 in. 5).SPACE SCREWS 12 In.O.C,ALONG SUPPORTS AND CEILINGS, 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH 3).SEALER COAT:CLEAR SANDING SEALER, , . � _ 6),SPACE SCREWS 12 in,D.C.ALONG ENDS AND EDGES AND FIELD OF EXPOSED SURFACES. 4).FINISH COATS:INTERIOR ALKYD OR POLYURETHANE BASED CLEAR SATIN 'k Y � r7,\"X4 DRAWN; MH/MS 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE VARNISH. # WALLBOARD AND WALLS, y r 7).DRIVE SCREWS WITH POSITIVE CLUTCH ELECTRIC SCREWDRIVER. EXTERIOR FACES. SCALE: 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED a CASEWORK TO MATCH EXTERIOR. JOB#: August 19,2009 e, VI ,n ; �g pr SHEET NUMBER: Adll REVISIONS: REVIEW SET 07/03/2008 Wllk\J' D LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS at BTD SET nc.uFrr, o8/19/2009 rl9izuo9 U5E THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOUJ MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS ° RAFTER WALL STUD ENDWALL CRIPPLE STUD ! u BOTTOM PLATE RIDGE i LEDGER BATHTUB HEADER :` ts DOUBLE JOIST SIDEWALL-4 RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS APNCHOR TO FOUNDATION W1 ANCHOR BOLTS BATH /SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT o CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPrj 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4N24"20ga. STRAP /APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2)JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR, CONNECT THROUGH 2x6-2x8 LS26 18 9a. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER .-. M THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE U BLOCKING @24"OC N` a C=+ '" c WALL STUD jr THROUGH-ROOF EXHAUST o / VENTS SELECTED AND v a m LOCATED BY CONTRACTOR ry METAL STRAP CRICKET AT TOP-SIDE OF ,• VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN , , , VENTILATION WOOD JOIST SIDEWALL FLASHING BLOCKING BLOCKING FOUNDATION ' .. ' � ' � ' � TOP PLATE ,` _... 2x4 LEDGER FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND AILL WINDOW/DOOR OPENING JACK STUDS AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - FLOOR JOIST DEPTH IUSP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0"O.C. �,�� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- iu—CONTIN. SCREENED VENT o ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/EXT. PLYWOOD H INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. SOFFITED SAVE 8"- 14" LSTA30 1-1/4"40" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18ga. TYDOWN ANCHOR EACH RAFTER ACTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. „ CONNECT TO ROOF VENTILATION � OVER BEARING WALLS AND HEADERS � 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / 8 - 12 RAFTER RT20 21-1/8 x 20ga.'TYDOWN ANCHOR EACH RAFTER W Q ION ALL OPENINGS ��,'� �� KEEP ROOFING NAILS OUT SOFFITED SAVE DETAIL OF FLASHING 2ND. FLOOR WALL Q W op d 01 op ROOFING LAPS BASE 'ply O FLASHING 4 INCHES u RAFTER / \ RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT O U H WOOD JOIST H TOP PLATE H GIRDER/HEADER SIDE WALL FLASHING � 1ST. FLOOR WALL STRAPPING TO BE ATTACHED TO WALL STUDS @48 OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTIH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-S" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATENVALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. &REDUCE BUMP OUTS DBL. SILL PLATE C� TERMITE SHIELD SILL GASKET J015T5 CONC SLAB ` NEOPRENE . TYP, CONC. FOUNDATIION ^ GASKET , 2x6 /2x8 CONTINUOUS UUOOD PLATE DAMPPROOF EXTERIIOR 6 MIL.POLY BOLTED TO STEEL BEAM WITH � GRANULAR FILL . � � „ 6MIL POLY ON EXTERIIOR I 1/2 DIA. BOLTS v 48 o.c. STAG. r V '` STEEL COLUMN 'S 1 A I ; a a ^ c' b. ° C ROOF JACK `�� _ u CONC. SLAB 4 STEEL BEAM rr A COMPACT FILL o o ` � 4" x 1/4" x 8" STEEL V h p ` ROOFING LAPS �� ' TOP AND BOTTOM PLATE KEYWAY FOOTING p Q V P r ° d ° L ^ FLASHING AT itI WITH 1/2" x 6" ANCHOR BOLT rr e L''a c- L CONC. FTG. USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT °o • : o. ,+ : O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) al! ii p REINFORCING BAR 3" STEEL COLUMN Q� DRAIN TILE V ANCHOR BOLT CONNECTION FOUNDATION 5/8 DIA. ANCHOR BOLT I I ( 10 KIPS ) SUPPORTING MAXIMUM SPACING FLASHING LAPS , , SILL PLATE TO FOUNDATION ROOFING AT BOTTOM d Z CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 S'TORIES 36"OC u WHEERE NEEDED FOR STRUCTURAL BRACING. MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"xl2" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION W 1-2 STORIES 57"OC (SLAB-ON-GRADE) ROOF JACKS � VENTS DETAIL °too o d N w � ( � SUBFLOOR � M CONC. SLAB ( DOORFRAME — — 6X6 10/10 WWM GARACsE COMPACT FILL DOOR I USE 2X8 C3 JOIST FOR BLOCKOUT STEEL BEAM 4" SLAB P.T. PLATE W/ 6X6 WMM SLOPE 4"DRIVEWAY--itm. NOTCH JOIST AND ADJUST HEIGHT 1/2"AIRS ACE ° (WITH A NAILING PLATE IF NEEDED) AT END AND \ a , c s' �4/�4 °° ° • ,° TO BE APROX. 1/2"OR HIGHER THAN DES OF WOOD STEEL BEAM TO ALLOW J GRADE <► "'-��-' -zr-' - r %' - D ° ° (PROVIDE STRAPPING BEAMS TO KEEP JOISTS SHRINKAGE ALIGNED) { r r c °, v 6X6 W,W.M.12 ,- - -..s - -.,s - ° C a Q d r — Q p ° a �=1ITT MIN. r.,'e r, ° ^ Q'4 �!'o � �� NOTCH BEAM FOR tiVIUDSILL IF REQUIRED--MAXIMUM , ° ° c III=1 SUBFLOOR " °r 11-I a REINFORCING BAR NOTCH EQUALS 114 DEPTH OF BEAM �! • REINFORCING BAR o ° =11 °. O ° ' 'p II OIST `' '.. :"., DRAIN TILE L..� � a 1-1 . a O ° v ° y a\Y' SHEET METAL/30# FELT UNDER BEAM AT POINT L. n ° ° t^ ., `'!`''° �•; ,'", 1211 OF CONTACT WITH CONCRETE OR CONC. BLOCK �I m=m-m=m=m=rrr= _ —STEEL BEAM . r'i `'�'y Raw.�ti DRAWN: Mx iMs p' t'.� o•e 3 SCALE: 1/4"=]A" TYPICAL CONC. MONOLITHIIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM PLATE (BOLTED TO'BE. ii, ;' `', �. JOB#: REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. . ,� August 19,2009 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUt .`; . �. SHEET NUMBER: BEAM POCKET r � 1 I I I REVISIONS: REVIEW SET 07/03/2008 BTD SET 08/19/2008 BLDG.DEPT. 08/19/2009 WIND LOAD PATH CONNECTION AND CONSTRUCTION" DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS 4 DIA. MAXIMUM CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ,,; RAFTER GROUND WIND SEISMIC FROST WINTER ICESHIELD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO HEAVY MODERATE z RAFTER JACK STUDS MM IN RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"O(C WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: h RIDGE-TO-RAFTER CONNECTION U RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION OCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. tv a All fasteners, hangers and anchors to be galvinized or stainless steel. '`a m K STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2 6-2x8 L52ro 18ga. SLOPE HANGER APPLW TO EACH RAFTER / LEDGE L OPENINGS LSTA12 1-1/4"xl2" 20ga. STRAP APPLY TO EACH JACK STD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga. SLOPE HANGER APPL1•f TO EACH RAFTER / LE G L OPENINGS RT3 OR RTZ TYDOWN ANCHOR APPLY TO EACH CRIPPLE TUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. � � � � � Girders on concrete piers shall be anchored with proper steel connectors anchored cn O oo 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. �_ s MINIMUM 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete u footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall ; RAFTER HANDRAILS be 3 ft.below grade. 4).Deck joists to have blocking at 8'0 o.c.. RAFTER 5). Flashing shall be Installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers POST and nuts at 16"ox. TOP PLATE TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored BALUSTERS to girder(s). OPEN BALIUSTER ATTACHED TO WALL RIM/DECK J015 0 WALL STUD WALL STUD 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. O 0 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal �--•i HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. H RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SMALL BE CONTINUOUS THE FULL LENGTH LOCATION U5P NUMBER DESCRIPTION APPLICATION OF THE STAIRS, IHANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH rA SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CONNECT TO RAFTER/PLATE RT18 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL 4 - RAFTER RTIO 10-314 x 18ga. TYDOWN ANCHOR EACH RAFTS USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS PLATE/WALL SPTH4 STUD PLATE ANCHOR', CONNECT OVER PROVIDE AN EQUIVALENT GRIPPING SURFACE 8 ROOF SHEATHING: all - 12" CONNECT TO PLATES TO EACH STUD RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR NAIL NAIL � Q EACH RAFTS JOINT DESCRIPTION NOTES QTY. SPACING O STRUCTURAL PANEL 8d AS PER TABLE 3.8 P 4" MAX. WFCM-SBC U 411 DIA. MAXIMUM r GIRDERIHEADER rA ROOF FRAMING: z 0 GIRDER/HEADER E•—•I U z ° JOINT DESCRIPTION NAIL NAIL NOTES JOIST POST/COLUMN Q o ° RAFTER TO 8'WALL:3Q-8d COMMON SPACING EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER Mn�i M POST/COLUMN0 CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL h"�1 TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP I NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRUPTION APPLIG TION TO RAFTER WFCM -SBC END NAIL DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 50LID COLUMN P5544 / PBBE44 / KC44 POST CAP' ANCHOR APPLY TO EACH COLUMN BLOCKING 2-8d COMMON EACH TOE SOLID COLUMN PBS66 / P55E66 / KG6h POST CAP' ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION RIM BOARD EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH J LLOW COLUMN SIMPSON STRRI/2 H.G. ANCHOR APPLY TO EA H COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL 0 STU WALL FRAMING: BEARING PLATE GIRDE JOINT DESCRIPTION NAIL NAIL NOTES CITY. SPACING TOP PLATE TO PER ° 2 TOP PLATE -16d COMMON FOOT FACES NAIL ° TOP PLATES AT WOOD JOIST � NTTERSECT ONS 4-16d COMMON EA.IS DE N AI NTS E (A >• .; STUD TO 2-16d COMMON 24" FACE LEDGER II CONCRETE PIE A` STUD O.C. NIAIL co GIRDER/HEADER HEADER TO 16"O.C. FARCE WOOD JOIST --� ',> 16d COMMON WOOD JOIST (A HEADER ALONG EDGES NAIL •; >• •; TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END A` PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL • BOTTOM PLATE TO: DOUBLE 2x BAND JOIST PER FLUSH JOISTS WITH HEADER/GIRDER (MINIMUJM) FLOOR JOIST, 2-16d COMMON FOOT FACE NAIL CEILING ,JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEAIDER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING (� w LEDGER TO BE CONNECTED TO BLLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAAM IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS ROD I I LOCATION USP NUMBER DESCRIPTION APPLICATION �j Up TO ALLOW FOR SHRINKAGE. REQUIRED I I (2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIE W H FOR STU (3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIE .-a DECK FRAMING: o •r-, ¢ a� FLASHING TUCKED UNDER I I JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND QTY. SPACING LAPPED OVER FIRST CONTIN. THREADED ROD SILL,TOP PLIST TO:ATE OR GIRDER 4.8d COMMON PER JOIST NAIL PIECE OF SIDING BELOW BRIDGING EACH TOE 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPPLER NUT TO JOIST 2-Sd COMMON END NAIL CONNECTED TO BLDG. @16"OC MINIMUM POST 0 BLOCKING TO JOIST 2-8d COMMON EACH TOE WOOD JOIST END DISTANCE NAIL BLOCKING TO: 3-16d COMMON EACH TOE � SILL OR TOP PLATE BLOCK NAIL� BLOCKING � � • LEDGER STRIP 3 EACH FACE FLOOR FRAMING NICE:..• - MINIMU �o' A v TO BEAM -16d COMMON JOIST NAIL o •o o E ND w y 2x JOISTS •'a 12"x121'x12" A JOIST ON LEDGER 3-8d COMMON PER TOE n. m� •gig; CONCRETE FOOTING >> TO BEAM JOIST NAIL WOOD GIRDER ^ BLOCKING FOR )GIST HANGER BAND JOIST PER END "♦"4 A 3-16d COMMON > TO JOIST JOIST NAIL, &�•:-" ,;� �F � • LAG BOLTS HOLLOW COLUMN UPLIFTT BAND JOIST T0; PER n r �I SILL OR TOP PLATE 2-16d COMMON FOOT TOEdA1A' .>� � RIM JOIST/ BD. n SIMPSON STRONG TIE MODEL STRRI/�2 DECK POST FTC. CONNECTION t~ :� DRAWN: MH/MS SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENWATIONS t'� g'.. c� e«} ��. :-?�� " t � SCALE: 1/4„=1'-0" PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION ... ::.. "•I� JOB#: DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTI G a } >t August 19,2009 6 ''•:.; .. 6X POST PAU66 OR WE66 P057 / BEAM ANCHOR APPLY TO EACH FOOTI G SHEET NUMBER: '�.'� •-�. i Am= 13 I I I I I R.EVISH)NS: REVIEW L•,ET 0•/03/20% BTDSE" 04'/19/200t ➢:DG.DEPT. 0;'/l9/2005 EAWIr�1D FRAMING NOTESN,AILINGSCIHEDULE:R LOD r�:.�� ROOF- FRAMING. G ..� , 1). FtIDGI_-TO-RAFTER,ASSf::MBLY: OC. UP,4NCY Cl_AS.�IFIGATICN R3 F2ES11DEN:TIAL Til 1-1/4"x 20 gauge strap shall be att,3ched to each pair of rafters in accordance to table 3.4. NAIL NAZI_ c• RESIDENTIAL. DLLIELLING �ii When a collar tie is used in lei of a ridge strap, the; number o � JOINT DESCRIPTION NOTES BUII_DINIG UaE r NOTES: �+ g p, f 10d common nails equired Q1Y, SPACING C,O�N S T FBI I(�T�I O1� 1`�O'I E�7: in each end of the collar de need not exceed the tabulated number of 8d nails in the strap. [RAFTER TO 8'WALL: 34A COMMON EACH E3UILC)ING HEIGHT (SEE PLAN, +�.r�® ;��b.�► V �. P•� TOP PLATE 10'WALL: 4-3d COMMON RAFTER TOE-NAIL t►tE a u� 1). The information within this se!t of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRRUGTION (,SEE PLAN,a) ! 1� CEILING JOIST 8'WALL: 3-E�d COMMON EACH intent and framing details. 'They are intended as a construction aid , not a substitute Lateral framing and sheeir wall connections for rafter, ceiling or trues to I:op plate shall be in TOE-NAIL TO TOP PLATIE 10'WALL: 4-3d COMMON JOIST for generally accepted good building practice and compliance with current New Yorks accordance to table 3.3. When a rafter or truss do not fall in line with studs blow, rafters _ PRE=SCF:IPTIVE AS PER N.Y.S, RESIDENTIAL CONSTRUCTION COC-E AND State building codes. The General Contractor is responsible for providing stanclard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST'TO AS FIER TABLE_ 3.7 EACH FACE ClESiC-iN CRITPRIA 2006 56C' HIC'sH IUIND EDITION, WORD FRAi'1E C'ON5TRL,GTI0N MANUAL construction details and procedures to ensure a professionally finished, structurally the a:a the wall stud with uplift connections. Roofs overhanging the rake side of the ouilding PARALLEL RAFTFER WFCM -SBC LAP NAIL sound and a weatherproof completer.) product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS FIER TABLE 3.7 EACH FACE FRAM114G £:LEt-'ENT5 AS PER FLOOF! PLANS, CROSS SECTION AND GENERRAL. NO"-ES OVER P,%RTITICJN VVFCM -SBC LAP NAIL E><T. 5ALCONIES 60 2! . The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-INALL.AS';EMBLY: P g DECKS 40 c, rneets current federal, state, county and local codes, ordinances and regulations, etc;. Wall studs above and studs below a floor level sha I be attached with uplift connections in DOLLAR TIE AS FIER TABLE 3.4 EACH FACE These: codes are:to be considered as part of the! specifications for this building ,and accordance with table 3.3b.When Nvall studs above:do riot fall in line with studs below, the TO RAFTER WFCM -SBC END NAIL Al-TICS w/o STORAGE10 studs shall be attached to a common member in the flour assembi✓ P with uplift connectors in BLOCKING EACH TOE ATTIG;5 w/ STORACIE 2C sshouhg be adhered to even if in variance with the; plan. 2-8d COMMON accordance with table 3.3. TO RAFTER END NAIL DE1:51GN LOAD C-.AL(.:UL,4TIO1�JS 4. U ReOOF ((S ROUND 6NOUJ LOAD) 20- 3). r� -7 Dimensions shall take precedent over scaled drawings RIM BOARD EACH EN p (LIVE LOADS PSF) �, 4 m 4 .WALL. ASSEMBLY TO FOUNDATION: 2- 16d COMMON RiDOMS (OTHER THAN SLEIEPING) 40 �s 4 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL Firs':wall studs'shall be connected to the foundation, sill plate, or bottom plats;with uplift; - ROOMS (SLEE"ING) 30 Lr 4). The designer has not been engaged for construction supervision and assun'aes no connections. "WALL Steel straps shall have; a minimurn embedment of 7 inches in concrete ALL FRAM I N C3. STAIR'S 40 U' responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, segUences, or procedures, or for safety the plate and nailed in accord,ance'with table 3.3b. When steel straps are lapped under the JOINT DESICRRIP'TION QTY. SPACING NOTE GAURC)RAILS (ANY 01REG'"ION) 200 1 }; precautions and programs in connection with the work. There are no warranties for bottom plate, 3 inch square weasher;shall be used with the anchor bolts. Anchor bcdt EXPOSUiRE C:ATAGOIRY (DESKcNE:D FOR GAT, C) �r (specific use:expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATIE TO r,_ PER FACIE NAIL p g p P 9 16d COMMON I' anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PAT-i SEE GOkISTRUCTION ANDWINC) PATH GON'NEGTION r 5). Refer to the Window and Dolor schedule for exterior openings. comers. TOP PLATES AT 4 _ 16d COMMON JOINTS FACE (ROOF FOUNDATION) DETAIL. PAGE_4 GENERAL P IOTf: PAGE INTERSECTFIONS EA. SIDE NAIL NAILING SGHEIDULE= SEE GENERAL. NC,TE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUC,T'O 24" FACE c or exceeds manufacture's specifications and applicable codes. Type I exterior shear wal s with a minimum of 7/16 inch wood structural panel on the exterior STUDI �'•- 16d COMMON O.C. NAIL E:CRESS S1EE FLOCK PLANS AND LIIINDg�W ,.ACHE;:DUL.E attached with 8d common nails at 6" o.c. at the panel edges sand 12"o.(:. in the field, and PRE PROTECTION SEE 7). The General Contractor is to consult with the owner for all built-in items' 1/2 Inch gypsum wallboard on the interior attached with 5d cooler nails rat 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE (SMOKE < °CO2 DETECTORS) 6� S'EE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10"o,c. in the;field shall be in accordance with the length requirenents specified HEADER ALONG EDGES PJAIL in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2):4 STUD END TRUSS 1r)ESIy N N/A - S:I AN1;BARD S'"ICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into Eaccount during construction. PLATE TO JSTUD 3- 16d COMMON PER 2):6 STUD NAIL E: EF2GY CALCULATIONS RE:SGt-IECh; F?� 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE:TO: -+ QQ FOUNDATION NOTES: Type I I e,derio r shesarwalls shall meet the requirements of table 3.15a-b times the appropriate; ,_ PER FACE NAIL ��L 1 M AT I C +Oc C7 E O G RAP H I(� D E��1 G N CRITERIA ; FLOOR JOIST, BAND JOIST, t_ 16d COMMON FOOT SEE NOTE: 1 2 M•-� length adjustment factors' in table 3.16. c• END JOI,�T OR BLOCKING S 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WIIVTEF. ICE.�HIELD FLOOD E.•-+ determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: ° ° SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERL.AYMENT -LOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased whcm 2). All footings to rest on undisturbed (virgin)soil. interior sheaalls Eire used. Sheathing and connections be in JOINT DESCRIPTION NAIL NAIL rw NOTES • g sa� connectons s n accordance with QTY. SPACING NOTES TO � to 2.4.4.2 and 2.2.4 respectively. 20 LBS. '120 B SEVERE 3 FT. - W TO HEAVY MODERATE 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutl:ing JOIST 70: PER TOE E- c;oncrete or mason walls occurin in exterior or unheated interior areas. c, �,; , 4-3d COMMON 4, ry g 8 . CONNECTION.. AROUND EXTERIOR WALL OPENING(, SILL, TOP PLATE OR GIRDER JOIST NAIL ) , ) F.00F SHEATHINCI RECZUIRE:MIENTS FOR, WIND I.O,ADIS: � °z Header and/or girder connections shall be attached with uplift connections in accordance BRIDGIINC EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have;steel connectors in accordance with table 2 - sad COMMON NAIL SPACING, PJAIL SPACING AT INTERMEDIATE „ p TO JOIIST END NAIL SHEATHING LOCATION NOTES •� 2 be installed with#5 re:-bar, 18 long at 12 o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES •SUPPORT'S IN THE PANEL FIELD F BLOCKIING EACH TOE F 2 - sad COMMON 4' PERIMETER EDGE Z_ONE'. 8d COMMON Co.) 6" p). Unless othennise noted, all slabs on grade to be 2.500 p.s.i.. Concrete to be TO J�OIIST END NAIL � O.C. 8d COMMON �), 6 (:).C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x,3 wire;mesh reinforcing. Interior slab-, 9)• CATHEDRAL CEILING ASSEMBLY: e � : SEE NOTIES: 1 BOTH FIELDaS � to be minimum s_ Where a ridge is to be used as, a structural beam, the rapers shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON n) 6 O.C. yid COMMON a 12 O.C. ( ) F- 1/2Inch thick. All fill to be;compacted to!35% relative density with g o K, 'SILL OR TOP PLATE; 3 - 16d COMMON BLOCK NAIL �' G NOTE: 2: FOR PANEL FIELD � t� Ei maximum lifts (layers). anchored on top of the beam or slope connectors hall be attached to each rafter-to-ridge � Z along the opera ceiling part of the building. Connections 10 the ridge and wall shall be be LEDGER:STRIP EACH FACE GABLE: ENC)WALL RAKE AND FAKE TRUSS 8d COMMON Co)4"U.C, 8d COMMON (c)4" O.C. SEE NOTES: 1,3 O F.i). Crawl spaces to be provided with a minimum 18"x:24" access opening. Install one attached with the above acquirements. TO BEAM 3- 16d COMMON JOIST NAIL �� U Flx16 cast iron foundation vent for every 150 sq.ft. of area. NOTES S ►� DECK ANC) COVERED (PORCH NOTES: JOIST ONL.EDGER 3-3dCOMMON PER TOE � _ F71 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THE SE NOTES ARE, ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6--mil polyethylene film shall beapplied over 1). Unless otherwise noted, all framing material to be#1 ACC: pressure treated lumber. BAND J(DfST PER END r the below clrade portion of exterior walls prior to backfsllin All fasteners, han ens and anchors to be alvinizecl or stainless steel. 3- 16d COMMON R, F p p g. g 9 TO J�OIIST JOIST NAIL 1). For roof sheathing within 4 feet oi`the perimeter edge of the roof, including•4 feet:on each side of the roof Creak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2- 16d COMMON ;;ILL OR T�OFP PLATE; FOOT 'SEE (VOTE:: 1 ' Girders on concrete piers shall be anchored vl°ith proper steel connectors anchored -I 2). Tabulated 1.2 inch o.c. nail spacing assumes sheathing attached to rafter/gauss framing members wilh G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF- SH FE. IrH I NG: For framing members with <0.42<G<0.49, the nail spacing shall be educed to 6 inches o.c. 1). All framing techniques and n•aethods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be;ancnorecl to a 12"x'12"xl 2"thick concrete footing. JOINT DESCRIPTION NAIL � NAIL Edition Wood Framing Corstruction Manual. Use a minimum 1/2"' dia x 8" Ion anchor bolt with washers and null. Footings Shall be 3 ft. QTY. SPACING 3). Tcabula':ed 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 9 g. framing members with 0.42<G-:0.49, the nail spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shall have 12" dia. concreAe piers for the girders. 'STRUCTURAL PANEL (Id AS PER TABLE 3.8 c!). Unless othenNise noted, all framing and structural wood material':o be#2 + BTR. WFCM -SBC WALL S H E:ATH I N G% F".E O U I R 1_=MI E N T:":) F'O FR WIND LOADS: Douglas Fir. 4). Deck,oists to have blocking at 8'0 o.c;.. ING AIL SPA:ING AT IJTERMEDIATE� VCH G. SHEATHING LOCA"LION NAIL SPAC NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashinghall be installed between the building and ledger. t, NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise, ) `' ,,, I g JOINT DE,�CRII'1F101� ,, Ledger to be fastened to building with 1/; dia. bolts'with washers and nuts QT'�. ,SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON (i� 6" ().C. 8d COMMON Cc), 12" O.C. NOTE: 2 FOR PANEL FIELD where needed. GYPSUM r 7" O.C. EDGE �'I). Unless othenise noted , all bearing wall headers to be (2)�.x10#2 + EsTR. Doug. Fir. 5d COOLERS) " ' „� ' Bearing wall headers to have 2)jack,studs and 2 full length studs on each side of all WALLBOARD 10 O.C , FIELD INTERIOR,ZONE: 8d COMMON (_)6 O.C. Bid COMMON O12 O.C. SEE NOTE: 3 9 ( ( ) g 6). Concrete piers shall be a minimum 6" above grade. openings. L.VL headers to have (3)ja;k studs and (2) full hangth studs on each side of WALL_ S H EW H I N G: NOTES openings. Bearing wall windowsills shall also have (2)windowsill plates for 2x4 wall 7), /III joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between fi 11 and 8'9. Provide fare NAIL NAIL JOINT DESCRIPTION and blocking where applicable. to girder(s)' QT` , SPACING THESE NOTES ARE ONLY TO BE REFEREED TO IF MENTIONED IN SCHEDULE MOTES ONLY. • °i), All flush beams/headers to be installed with heavy duty galvinized hangers and 8 • Covered Roofs shall be assemtled and anchored then same manner as a typical building. S'FRUCTURAE_ AS PER TABLE 3.9 1 For wall sheath n within 4 feet of the corners, the 4 foot edge zone attachment requirements shall yP g• 8d COMMON )' g g q PP " 1 PLUMBING NOTE`) /16" OPANELS 1"FCI1A DG2S13 be used. Eanchcrs where applicable 10 all .,onn,acting joists. 7/16" OSEI ��" O.C.O.C;. ED3E / 6d COMMON 2 . Tabulated 12 inch o.c. nails spacing ��ssunnes sheathing allachr:;d to stud framira members with ii . Double u floor oists under walls that run parallel to the floor'oisi:and under bathtubs. 1 . All water Supply, drains eland venting to be installed as car N.Y.S. Residential PLY�VOOE) 6 O.C. FIELD ) P g " 9 g P J P- 1 ) g a P G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced too 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM r COOLERS 7 „O.G. EDGE on plans. Vf/ALLE30AFtfD 10 O.f., . FIELD T). Provide 2- 1 3/4" thick microlams ( height to match floor joists)around stairwell Elnd/or 2)• Verify septic system with the Engineer for Suffolk County Flealth Department approval. r 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). f-L(�C�'R ,BHE�!►TF:�INIG: Ne,)TE:: 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL g p rafters are to be supported by double raters on either side P q 1 p C ly JOINT DESCRIPTION CC)NTR�i CTOR, TC► PFtO\l/IDI= SOIL TEST TO VERIFY 8). Dormers running a roof raft�e provide adequate bracing and totes to protect and secure the,structure. Verii' with the QTY. SPACING where applicable unless otherwise Hated. state code and marrufaciures recommendation for maximum hole size and spacing permitted. ;STRLCTURAL PANELS 6"O.C. EDGE E NUSTIN13 CONDITIONS. MIINIMIUM 3CU00�� CAPACITY. � �/� -1 1" OR LESS Eid COMMON 12" O.C. FIELD a: Z fl). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists, HVrAC S i %,.►TE;:M NOTES 1). PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 100 MAXIMUM DIISTANCES FOR NON ACCES,)IBLE AREAS. C� �- 2 . USE SIMPSONI HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. under all bewaring walls. ) 1). Mlechanical subcontractor is responsible fcr adhearing to all applicable codes and safety N�� E=S: v 3). INSTALL 'I - Co2 DETECTOR. IN ADDITION TO SMOKE ALARMS PER FLOORrequiremeFLOOR 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONL`(TO BE REFERRED TO IF Sec;tior R6D2.5 - FIREEILOGKINc RE=QUff2Ep needed. 2). HVAC subcontractor is to fully coordinate gall system data and requirements with the MENTIONED IN SaCHEDUI_E NOTES ONLY. C E,-,, Fire:blockima shall be provided to cut orf all conceailed draft. op,snings (both ver+Acal and horizontal) equipment supplier. .,.� c d 11). Unless: otherwise noted, all roofs and 'walls to have a minimum 1/2"thick, 4--ply Fir 1). Nailing requirerments are based on wall sheathing and to form an e:effecaive: fire barrier betweer sto-tes, and betlLeen a top story and the root' space, "c � CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final systern layout drawing and submit it to the General nailed 6"orr-cent:err at the panel edge. If wall sheathing Firesablockin:� shtall bs provided in wood-frame: construction in the follc.�winc,l locations. II� t Contractor and owner for final review and approval„ is nailed 3" on-cemter at the panel edge to obtain higher 12). Unless otherwise: noted use 314"thick T&G PTS Fir or,Adv�antecln plywood subfloor shear capacities, mailing requirements for structural � � I). In cc:>nce,aled spaces of s•:ud walls and partitions, including furred space:a, at the ceiling land f►oar adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed E E_E(.,TIC I COAL NOTES: members shall be; doublet'., or alternate connectors, over subfloor as per manufacture's instructions. such Ers shear pl,at(es, shall be used to maintain load path. levels. Concealed horizontal furred spacers shall also be fireblocked at lnte::rvaII5 not ex(.eeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet. Batts or blankets of mineral or glass "(ben shall be; allowed as Ffrebloak fng In walls constructed 13). All bathroom walls to have '1/2"thick nnoisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over,connected using parallel rows of studs or staclgeresd studs: ceilings and over furnace to have 5/8"thick:type-x sheetrocck. All other parts of building 2). All electrical work shall be approved by a c:lualifaed Underwriter• members,the tabullated number of nails shall be permitted M to have regular '1/2" sheetrock. All walls to be taped and finished. 3). Install Smoke detectors and Carbon Monoxide detectors throughout.as per section Ft317 to be reduced tot - 1 Ed nail per foot. 2), At all fnterconnee.tfons between concealed vertical andhorizontal spaces such as occur at sefffts, 14). All roof with a pitch less than 4:12 shall be installed with an Ice A,Water barrier or of N.Y.S, Residential Construction Code. drop cellinge. and cove c:eflfngs. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDivI 3). In Concealed spaces between sta"r strip ers at, the top, and bottom of the run, Enclosed s aces torch down type material over. p g • � p under stairs shall corrply with Section R314.i3, N.Y. 5. R:e5fdentle.1 Gode, 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installec with a foam sill gasket and co J-r-tex termite shield or approved a a.ral. a �•- �` 9 F Pi q 4). At openings around ient;s, pipes and ducks at ceiling and Floor level, to resist the free: pa..sagF, of Lt Flame and products of combustion. 47.' ; DRAWN: MH/MS 5). For the fireblocicing of ahfmneys and Fireplaces, reefer to Section F21001.16. N.Y.S. Residential Code,. "h - "+' ° SCAT ': I/4"=1'-0" d rOB ft: r , ��1. a�• %£'r August 19,2009 - SHEI:',T NUTABE', A J-2 . w� `�,,_ „ «.='ate• � AL REVISIONS: REVIEW SET 07/03/2008 BID SET O8/I9/2008 BLDG.DEPT. 08/14/2009 ••--__..-----------------------i 1 1 --------------`-----------__---, 1 I F -----------------------------, 1 1 1 ---------------------------- ------------------------------ 1 I 1 1 F_ _� .� ®. 1 1 �'• NI1)) .� HB &1P 1 1 1 1 1 1 1 1 I 1 1 O 1 N 1 I 1 IU In I M 1 4-1 ./ TO SWITCH / AT HOUSE ' 1 �G 1 m / 1 0 1 1 1 ' / ♦ `I/w 1 1� P � 1 177 1 I I I 1 1 1 II 11 1 1 1 1 1 1 V.11 1 1 n n I 11 11 1 1 1 I 1 1 I 1 I 111 11 11 1 1 1 I I 1 1 1 11 11 11 11 1 I 1 I 1 O 1 I 1/11 1 1 1 1 1 1 1 I 1 11 11 I 1 It 11 / till I 1 1 1 u 1 1 11 11 ♦ �� 1 1 I I 1 1 r ' , , 11 11 11 11 1 1 1 I 1 I 1 11 It II 1 , till ---I---� I 1 it .. I 1 1 1 1 1 1 I ---- ------------ 1 , 1 1 1 - - ------ - ' - ==1------ -- 1 -----------------------'•----------, 1 1 1 I 1 I 1 t O I '- 1 t 1 - ; EXISTItNG ELECTRICAL 1 NEW AIR / -/� I ' NEW AIR T(C)REMAIN HANDLER 1 I II if 1 I PROVIDE NEV� 1 1 1 1 , � 1 I --�-- Ir�l ------' - ' 2tl0 amp SERVIqE ; -------------------------- 1----- - ------- -------------- °1 1 n u 1 I 1 I/ n 1 RETUR , 1 I 11 I ABOVE I I I �- --•- --------------------------------- - ------- 1 �-I + A 11 t I I 11 11 � I •- -s 1 1 / I till ♦ ' 1 1 O 1 I I 11 11 ' I I 1 till 1 I I t I` 1 1 t I' 1 1 G ----\------- ------------------- r .., ---------------- ----- -_y-- NEW AIR CONDITIONER �J�,� ' --- --- UNITS TO BE NSTALLED V , I-- - _.�.._-- - 1 1 I I • 1 + 1 1 1 + 1 1 c. 1 I 1 1 I 1 1 1 1 I OVERHEAD LINE TO BE REMOVED AND INSTALL NEW ` a + 1 I t ' I i ' v • v 1 ` UNDERGROUND SERVICE cli- eA 4 1 1 El El : -77`1 1 ♦ o • , I o • p , 1 ,7 � J + 1 I • C , , O , , 4 n 1 1 I � ♦ I , I 1 `------------------------------------------------------------ `--\+- _ 7W CIO TO SWITCH ryQ Z AT HOUSE FOUNDATION PLAN a SCALE: 1/4" = V-0' •^�' ° M SYMBOL ELECTRICAL SYMBOL ELECTRICAL SYMBOL ELECTRICAL SYMBOL ELECTRICAL '''''°''` 8 FT.FLOURESCENT LIGHT _ --� GA\RAGE DOOR OPENER WP OUTLET �3 3-WAY SWITCH w/'LIGHT P K1bDE KN-COSM-18 COMBINATION EXTERIOR WALL SCOUNCE (b)GR GF;CI OUTLET STANDARD SWITCH ® SMOKE AND CARBON MONIX►DE DETECTOR "�:a fir':•--�„�c;,��w+;;' � -� DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#: August 19,2009 GENERAL CONTRACTOR TO COORDINATE MEETING WITH SHEET NUMBER: OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING '�-� PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO �"�� VERIFY ALL WORK. �/ 2EVIS IONS: , REV1E� SET 7/03/2C; i____• ___.,,___..__i — 31,1)G.T:EPT, R/19/2C 9 1 I I I 1 I I I I I 1 I 1 1 1 1 1 —-—--———-———-—-— ' I I I AFO�l I r OUT BOOR— L1GlITING � IBr'/��I�'�� I I I i I , I I I I ` I \ I I RkSEMENT`•' " IJGHTiI I 1 o I—I Inn I I Dill fIJ I I .',�` I fir•" ,�igm E I II I I 1 �'� �I r,�` 'J r I 1 III��f�7'•' ]JASTEE R�I�I��' ^ 'to, I 1 1 I I Lam, I I ��N. (2)FLOOROUTLETS UJ TO EiE DETERMINEE \ s.� 11Y OWNERS 1 i Cn CABINET DO I I ® I I loolool I I ; 1, 4 1 1 • I . 1 �,II a I 1 1 1 1 I I ED 'I U �I O B0t71'�; t'gill 1c, l NOTE'.'LBUST FENS TO I 1 A- AIR SI.PPLY I I 11 I 1 1 1 1 VEIVTTOFOOF }� — r ILTER, _(I` VENT IN �!,• TOE CICK TILT Ft,l I I irre-r^1 . �. _ ._ _ ,_ _ ' ai)l AR RETL)RN AIR Sul"'PLY AIR "ram. VENT ItETUR N i l i l I / T- 1 EI T TOE KICK 1 1 1 U VENT IN/I .k _. --- I "� — I I 0 I�_�L1lp�1•, �(�j�J,, 1 �• 11 1 LC AIREI PLY I , I I ��-�r11y1E.I�I �a O �TzIJTIN) ;KICK , �f SUPPLY DW]7 I \`/ (\/ a.. n��6� V'�'� i i \ AlET)E KICKK I c CHAU:'iT FAN 11 , ; o 9 I � � PANT-RY ' 1{2 i O i 0 �..� 1 1 •' I I ' , 'F' ' I 1 / DIM' ^K I II L�lI.�'�L1J�..� a I I I 1 I I •�// * I I il W C: I i'!E I I I I I ►.�ZQ1.M11.'z2 I I 1 1 I I it I I 1 1 LI13HTS AT GARACE - - I ---� t", C)T E: a z FI-C, O� PI—A.N �.__ ! ZONE HEA�rRIC1 AND A.C. Gla SCALE: 1/4" - 1'-0' v E AMP POST SYMBOL ELECTRICAL S'11MBOI. EL.I::CTRI(.:AL SYMBOL ELECTRIC/It SYMBOL I-LECTI'tICAL SYMBOL ELECTPJCAL ® EX LIGHT" ® ' WP f,)UTLE EXHAUST FAN PI'NDAI`.T LIGI IT OUTSIDE W"LLL SC(.)UNCI: f ('` EX STANDARD SW1Tt::H •'�►„�"� �' °t,`�'`'_,� -•4 .: y,: u t ,��P��i; r� vhP.s CEILING FAN COME!INATIION Co&SMIDKE V RECESSED LIGF'.T t, TELE.PHONE OUTLET ��II 3-W/Y SWITCH C'= ) w./LIGHT O '' DETECTOR 7 13 I)RAV6N: Mli/M� I/ "•�:� �', SCAT:,E: I All Ir )II JOB, . Y_ CEILING LIGHT �Z_� �,3 TRACK 1,IGHT ,}�; STANDARD OUTLET 1I( LAN OUTL.I:T �I)M STANDARD DIMFV'.ER SVl ITCH \ugustl 19,21 09 �11 (;ENER.AL CONTRACTOR TO COORDRIATE 1+'IEETING Wll H SHI ET Nl IMBI:'L: KIDDE KN-C',:OSM-IB COMBINATION CFIANDL=IR Q U,SIDE WALL SCOUNCE uJ1c;�I GECI OUTLE:E C'I� CAB I.E TV OUTLE:E SMCIICE ANT')CAR.30N hIONI)f IDE DE'TECT(IR tJWNERS FOE';APPROVAL OF AL..ROUGH ELI"CTRIC.,PLUMBING W� ' l.ND H'VAC PRIOR 1"O IN5IJLATI14G AND SHEI?TROt:KING � I MW PAINTER TO PRIME'AND PAINT 4LL DOOR EDGES-I O MA,NTAIt I .J u NIANUFACTLIRER'S''Y)ARR 4NTY,NND S'iALL G'E INSF ECTEE TO VERIFY ALL FORK.