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Home My WebLink About37908-Z OF 04 Town of Southold Annex 7/16/2013 P.O.Box 1179 y 54375 Main Road Southold,New York 11971 ,ry,Lrr�ytt� CERTIFICATE OF OCCUPANCY No: 36402 Date: 7/16/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1700 Park Ave, Mattituck, SCTM#: 473889 See/Block/Lot: 123.-8-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/22/2013 pursuant to which Building Permit No. 37908 dated 4/4/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Addition to an existing accessory building as applied for per ZBA approval. The certificate is issued to Kabakov,Emilia&Kabakov,Ilya (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A o ed ign re o�su Enc��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37908 Date: 4/4/2013 Permission is hereby granted to: Kabakov, Emilia & Kabakov, Ilya 1700 Park Ave Mattituck, NY 11952 To: Addition to an existing accessory building as applied for per ZBA approval. At premises located at: 1700 Park Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-8-5 Pursuant to application dated 3/22/2013 and approved by the Building Inspector. To expire on 10/4/2014. Fees: ALTERATION OF ACCESSORY BUILDINGS $385.60 CO -ACCESSORY BUILDING $50.00 al: $435.60 Bui din ector Form No_6 78 S l TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This applicaton must be filled in by typewriter.or ink and'submitted to the Building Department with the following: A. For new building or new-use: 1. Final survey of property with accurate-location of all buildings,property lines,streets,and unusual natural or .topographic features. 2, Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 farm)*. 3. Approval of electrical installation from Board of Fire Underwriters. 4_ `Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . S. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responsible for the building: _ .6. Submit Planning Board Approval of.completed site plan requirements. B. For existing buildings(prior to.April 9,1957) non-conforming uses,or buildings and"pre-existing" land uses: 1_ Accurate survey.of property showing all property lines,streets,building and unusual natural or topographic features. 2_ A properly EQmpleted application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant- C. Fi-es 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling S50:00, Swimming pool $50.00, Accessory building$50.00, Additions,to-accessory building$50:00,Businesses $50.00: 2_ Certificate of Occupancy on Pre-.existing-Building- $100.00,. - 3_ Copy of Certificate of.Occupancy-$_25 4. Updated Certificate of Occupancy- $50-00 5_ Temporary Certificate of Occupancy -Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: /`,Q Q �( f,( �U� Ce- House No. Street Hamlet Owner or Owners of Property. ,R,g&4en y Suffolk County Tax Map No 1000, Section ? Block $ Lot Subdivision Filed Map. Lot: Permit No. 2,"7 e?Q. 8_ Date of Permit. 23 Applicant: • ,�C /ul/;R,el"7 Health Dept.Approval: Underwriters Approval: _ Planning Board Approval: Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ppldij" �V SUFF01 Town Hall Annex p� CQG� Telephone(631) 765-1802 54375 Main Road c Fax (631) 765-9502 C4 P.O. Box 1179 wa Southold, NY 11971-0959 y�- �a0� roger.richertCc)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kabakov Address: 1700 Park Ave City: Mattituck St: NY Zip: 11952 Building Permit* 37908 Section: 123 Block: 8 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Lademann Electric Inc License No: 4141-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation x 2nd Floor X Hot Tub Addition, Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect ri Switches 6 Twist Lock ri Exit Fixtures TVSS Other Equipment: 33 ft of lighting track Notes: Inspector Signature: Date: July 10 2013 Electrical Certificate.xls c � �o qfso �o 0 Ni`I,N�Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ �FNDATION ] 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT (FINAL) REMARKS: - DATE ",--- ,O INSPECTOR 1� hO��OF SOpr�Olo y�0 TOWN OF'SOUTHOLD BUILDING_DEPT. 765-1802 1 NSPECTION [ ] FOUNDATION I ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE f INSPECTOR t OP SOUTyo N 0 cou RTC� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _ 3 DATE -,9-0l3 INSPECTOR SO(/l�O� \ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: 2",/� C DATE U 2 INSPECTOR OF SOUIyo! �o cOUldi`l,N``�Q . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLEIG. [ ] FOUNDATION 2ND [Vf INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR 3 7 of sou TyC0uNv,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INS_ ION [ ] FRAMING /STRAPPING [vrtINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORZf FIELD; REPORT DATE COMMENTS ' FOUNDATION(1ST) � d c FOUNDATION(2ND) G� O , rA ' H ROUdH FR,AMTNG& H PLUMBING f c m INSULATION PER N.Y. `� H STATE ENERGY CODEoc C i y FINAL ADDITIONAL COMMENTS LAk C o b, z z BOARD MEMBERS Southold Town Hall Le ;ie Kanes Weisman,Chairperson o�of SO oo 53095 Main Road • P.O.Box 1179 James Dinizio,Jr. '` O Southold,NY 1 1 97 1-0959 c Office Location: Gerard P.Goehringer v, Town Annex/First Floor,Capital One Bank George Horning Q p 54375 Main Road(at Youngs Avenue) Ken Schneider Ol,YCO(I Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING.OF DECEMBER 6,2012 ZBA FILE: 6602 NAME OF APPLICANT:Emilia and Ilya Kabakov SCTM#1000-123-8-5 PROPERTY LOCATION: 1700 Park Avenue(adj. to Great Peconic Bay)Mattituck,N.Y SEORA DETERMINATION:.The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 23, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 15, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION• The.applicant's property consists of a total land area of 102,812 square feet, of which 100,854 sq. ft. is buildable land, with 162.50 feet along Park Avenue, 640.61 feet along the westerly side property.line, 154.71 feet along the Great Peconic Bay and 638.80 feet along the. eastern property line. The Property is_improved with two wooden bulkhead structures along the shoreline of Great Peconic Bay and improved with a 3'803 square foot single-family dwelling and 602 square foot deck, plus two detached buildings totaling " 6,762 sq. ft. The architect's site plan dated September 19, 2012 was taken from the survey prepared by Nathan Taft Corwin, LLS dated 12/14/2011. BASIS OF APPLICATION: Request for Variances from Article III Section 280-15(B & C) and the Building Inspector's September 24, 2012 Notice of Disapproval based on an application for building permit to construct an addition to an existing,accessory building at: 1) more than the code permitted maximum height of 22 feet, 2) more than the code permitted square footage of 3%maximum. RELIEF.REQUESTED: The applicant requests variances to construct a small two story addition to an existing accessory building at a height of 25.33 feet where the code permits a maximum height of 22 feet and for total square footage after construction of 4496 sq. ft. where the code permits a maximum square footage not to exceed 3% which would allow for total square footage of 3362 square foot. Page 2 of 3—December 6,2012 ZBA File#.6602-Kabakov Cr.%- 1000-123-8-5 the applicant was asked to bring the plan into more conformity AMENDED APPLICATION: During the hearing, with the code. The applicant on November 15, 2012 submitted revised plans indicating no increase on the first floor;the total increased square footage of the proposed second story and reduced the proposed ridge on the second. story from 25.33 ft.to a conforming 22 feet. ADDITIONAL INFORMATION: On December 6, 2007, the applicant received a variance under Board File #6091, on this same accessory structure to maintain the height of 25.33 feet and for total square footage of 4174 sq. ft. However, the.decision did deny any expansion of this large building to the north. The applicant at that time constructed a new detached storage building sometime after this variance was denied. At the hearing on Nov. 1, 2012 the applicant's agent was asked to define the proposed ridge height, and the proposed square footage to be added to the existing storage area. In a letter dated November 13, 2012, the architect submitted an amended plan with a proposed conforming ridge height of 22 feet which was a reduction from the 25.33 feet as applied for. He also indicated in the amended plan a second floor addition at 35.4 feet by 21.1 feet or 746.94sq. ft. and eliminated ' the first floor addition to the plan as originally applied for. At the public hearing the adjacent neighbor made no' objection to the proposed additions but voiced concern about the possible impacts to shared power lines that would be caused by increasing the existing 22 foot high ridge to a proposed 25.33 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 1,2012 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The entire area of Park Ave. is residential on both the north and southeasterly side. The applicant has a very large lot with two existing free standing storage buildings totaling approximately 6762 sq. ft. Both structures are in the code conforming front yard of this waterfront property and are not visible from the road because of their substantial setbacks. The new alternate plan simply proposes to square off the existing second story, and eliminates the need for a height variance by lowering the proposed ridge to a conforming height. 2. Town Law &267-b(3)(b)_(2�. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant is requesting to add square footage to an existing storage building that is already non-conforming in size. 3. Town Law 267-b(3)(b)(,3). The variance granted herein is mathematically substantial because the existing footage of 3% of total lot area per single accessory structure storage building already exceeds the total square permitted by code. However the proposed second story addition of 746.94.sq. ft. will not increase the existing lot coverage, and is far less intrusive on the subject property than the construction of another large accessory storage structure which the applicant could build as of right. 4. Town Law $267-b(3)(b)(4) Although no evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood, at the hearing the immediate adjacent neighbors were concerned with possible impacts to the power lines that stretch over the existing storage building to their property. However, since the proposed ridge height as amended has been lowered to conform to the existing 22 feet, no alteration to the lines will be necessary. The applicant must comply with Chapter 236 of the Town's drainage code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created.The structure was originally built without the benefit of permits and was granted substantial variance relief in the prior decision.The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive Page 3 of 3-December 6,2012 ZBA Fileli8602-Kabakov GTIv1: 1000-123-8-5 knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additional space on the second story of their existing storage building while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law .267-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to Grant, the alternative relief requested, as shown on the,architectural plans prepared by:Mark K. Schwartz, Architect dated November 13,2012 pages A-1 and A-2, subject to the following condition: L The accessory building shall be used for storage only, no sleeping or cooking facilities permitted. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. . Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Dinizio.Schneider.Absent was Member Horning. This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing/ /2012 Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Own er.Ag ant-Constdtant-Contractor or Other(ClrcbOno) P ertyOWNER(UDltrer�ptthenAppllcanq �' � L ,Cw4 Add d Q G(% A i Te ones: IDPh Fax IY: Telophone P. Fax g G I /_ 211 � Z 6!'3d E-Mati �!/,f R I C,'I/• G p (i�C , -Mail: Property Address: Brief Description of Construction Activiyy,proposed SbUctural BNPa,Soil f S.C.T.M.IY: 1000 LZ 9.f Stahalintion BNPs,Project Scope and/or Sequence of Constriction Activity DIstrW 8eetbn abet Let IPmaido AcKi6mal P"N as Neactad) Name of Iractor ancjy Contact Person Reeponaibla mpbmentation of SWPPP: r Q Tdephonatk Fm#: ---------------- ---__ _ __�/tJ - f Name of persons It for Installation 8 Maintenance of Erosion Control Practice: Teroplarwtk Fax E- all: Z__r5 Total Area of All ------ Total Area of Land Clearing -----_______________ Pro)ecl Paroeb: ?'•3t'. AW and/orGrowd Disturbance: 0 _ (9.F./Aces) ----'-_-•_--_---_--- (SF./Maas) ^_-.----•_-_..__'._-_.'_•__^-__-_ i Project Duration: Start End (MEdpated) Data. Date: - i E • k WIIl this Pro Project -- -- - -•_-___-.___ _.__.___ ___ j kc i�orMoreAcresat _-_--------_____ Any One Time During the Proposed Development 7 Yes No ----------_-_._----------------------- UYES:Please Answer the Following) __--_-- _ - -r M--_- _-___--_-••----- -r-"----- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections 7 LYes No b. Does the SWPPP Indicate How Frequently the Site LJ I List the NAMES or deaaiption*fall Potentially Impacted Watarbodies andlorwetlands: Inspections will Occur and for What Period of Time 7 Yes No �• t c. Does the SWPPP Adequately Identify All Temporary ----------------"-----------------------------.--- p and/or Permanent Soil Stabaltzation Measures 7 Yes No d. Does the SWPPP Adequately Identify a Complete [_] ----- --- - -- - --•-•••-- Project Phasing Plan 7 Yes No -------�-._------------ ---- I e. Does the SWPPP Indicate Additional Site Specific �� Statue of ampacted WaUrbody:(®g.TMOL,303(d)LlateA lmpaind_) ! Practices that Will be Utilized to Protect Water Quality 7 Yes No I. Has the --------------- ------------ - - Appltcant Submitted a Completed DEC Notice Type of Ynpacted Weterbod. _ -- �Of Intent and SWPPP Acceptance Form for Review � Y(ee•Lake,creek uay,Poma,sound,Freshwr�erwetlana.j I . by the Town of Southold 7 Yes No j S7 ATF.OF NFW YORK, CONNIE D. BUNCH COdY OF.... � ......7SS� Notary Public,Seats of Now YOic ThatI '.�I � ....... �e No. JikdiJ5135t?5C1 /� I .. ^........... Ing drily sworn,deposes and says tlf4.lteyt�helis tlie_Ji0llcarttlfd? Name o(indMdral signing DoameN) 1� •yP�t, And that he/she is the ........................................ Commission Eypires April 14,2 1 »......»..............y...... ...... .............................. • (t)wete,(kntradD;/tyro+,(�rporata oiAee,etaj ..._._». Owner and/or representative of the Owner or Owners,and is dui 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 herewith. Sworn before a this• / , :..._.. . . -.......clay of �!6�..-. l(lrr._.� Notary Public: ........ 1Mp......� ... �!1 !.......... ... .. ............................ .. ..... . ... . (Signaler ) SWPPP Assessment FORM: 03-12 � a Town Hall Annex 1 f Telephone(681)7654802 54375 Main Road 7�.g Q ' P.O.Box 1179 G. roger rlChP,ft OW 1.SolithOl .nV us Southold,NY 119714959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELEC _AL. INSPECTION REQUESTED BY. Date: s-. Company Name: �! ,�.. �Jje Name: ,)- ti License No.: Address: f �ti„ ,qy�TC o Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 4,4 Ko v,- *Address: l 70 0 per,.,,(! /a-✓�' l,�/I,��, *Cross Street: 'Phone No.: 7 O Permit No.: Tax-Map District: 1000 Section:A C41 Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is jab ready for inspection: YE(i�ll Rough In Final *Do-you need a Temp Certificate: YES/(!g Temp Information.Of needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION MD. 82=Request for Inspection Form 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 SouthpIdTown.NorthFork.net .! " PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 120 Single&Separate Storm-Water Assessment Form Contact: Approved 120 Mail to: /�.Q�� C/f w�Tz- Disapproved a/c Phone: /��¢ �T Expiration .20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 2- , 20 INSTRUCTIONS 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 from such date. If no zbnling',arnendments or other regulations affecting the property have been-enacted in the interim, the Building inspector may authorize, in:writing,'the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, hollSing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ages t, architect, lgineer, general contractor,,electrician, plumber or builder Name of owner of premises - Via+ 4 A#v 4e,y1/ (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: a0 PA401G House Number Street H Will County Tax Map No. 1000 Section Z� Block Lot O ,S` 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 A G(i,E. ra i� b. Intended use and occupancy ,/�G��.rl�Gf2 y L� W� ��//�• 2 /-L- 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 oCCLlpancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9 � D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES ✓ NO p IFA- -O� Address Phone No.14. Names of Owner of remises Name of Architect OG ! /fj'�'L%Z Address Phone No 734� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_ * IF.YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF G_/W CZ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New 1(c* No.01BU6185050 (S)He is the 1A 4-40l Malified in 2-�iffolk County (Contractor, Agent, Corporate Offi er, etc.) Commission Ex. ii Ys April 14,2_ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me this day of 201 Notary Public Sigi atul• of Applicant REVISIONS: COMPLY VVI±H ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF � �� NOTED SOLITHOLD TOWN ZBA DATE: Y y 3 B.P.#3�� U U pt), T I PLANNING BOARD FEE:$ast - W MKI n MAIN TRUSTEES NOTIFY BUILDINJ D`Fr=RTMENT AT 765-1802 CAM TO 4 PM FOR THE 7 4 X c EC FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ADDITION 3. INSULATION ADDITION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE r• _.—..._..._.---- REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ------ DESIGN ' DESIGN OR CONSTRUC )N ERRORS. ---- -= =- � - , m _ OCCUPANCY OR r USE IS UNLAWFLJL • i , WITHOUT CERTil SIC t- 1 iIGUI r%►,.:v .J'rt / , , / r i f r ! ' , r' , i OF OG .T � I � r' O I _1=_l r _L._ .-- _m_____a:KT _ 1 00 ».p ,.e.,�.«P, � ,/ •' ,, % � ,i ,, / ;'� i � i % i / / / G1. .—..^.�._....___...�..----__._-__.___ ........._._... �- --_._.__�,.___._„»....____�___.,,.�_.,._._.�......__._.._.__.�..___�.....��.._......,,,.��_:.,r,,...,�.�._:m..=„�...._ -_�.�..�-.,_.__..-'---._.�__.mow_.�,.,_, .__,_�.,_._�,�._�,,,. W 11C14 1-4 , U I / .L✓ J_ i l 1i 1 I RETAIN STORM WAT..R 1 r T / ; / / / r , ;' / / - - - - _I. I -T_I --I 1 - l I - I �'� -- - - - - - - o I.. i - 1 LL i! 26 r , �/ _ __I _ _.__T _1 _.� h _ _ - _ T PURSUANT TO CHAPTER _-[_ / / � / � -- - - -- - _ -- _ _--- .. L _ I- I _L. I�: vI .�L__. Jry .. .� I O t OWN CODE. P - - II t 1__. IE OF THE T , I .�.-�___I . '' '� ;' 1 - -- -�- - - I- --- - T - �-�! �� _�.� !..__�._ l f ,' /, ' / /•, i r :' i ' i ,' f / i/ - � 1 r- �' - _ - j- - L J_� ..I. I� - - -i , I i T ,r j _ _ j - -. l — 1.. �1. 7 Z- / =- -- '-- '- -- `- ' -- -- ' i Y; 1 I I L ( ,-r�- rr /ram � %'� ,` NORTH ELEVATION WEST ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' w O C� a. CIS �i ADDITION ADDITION I i N I 0,0 0 r —I..a.. r i _.._.___ ! I J. > L T _ _J _ �_ ll_.__�_ _ . �_ ZJ _ -_.-_____. __ __r�___-_.____. ----.---__-.-- r T_ W ___.:_.:_____..__.�._ ______ __ _-- � _L _I T I:- 1_ �_- __..-- _ (�I _ti_ .. T.___I__..1. L. l._.� _ _.�_ ,_.(___L_I_I_ _I_. _..__________._____-_._._____._ ____.._.__=--z.._. r _.__ _ _ _ _-- J � -� � i � .� __-----'----..ate..—P.�__ _ _ _ _ 1 Z__�._.I_I.._ 1. T 1 I _�_. l _ _y �? T I - Y-f"T T Ems, , i , 1 IILTT[ � - - r 7! �� 4� r -� i ' �( V [Z, _ -�_-�_�_ _ __ -- _ _ _ I _ _ _ 1�L _.I _ _ _I I 1'� _ _ � _L L - - I�� _._j_T .rt...r....%_..��. _..�_ I 1 � � v ,�, 1__ r— -,..L� �._.. _1.T1._..J __7_ _ ._ __ - 1 -� _ 1_- J - Y ®® O z L �� .�.� I r (— f � T � , Ii �L � _ _.. 00 ,X .�. _E_ L- - �- - -` - -J. - - ....... ..I _.. _.. ��_.. T _ ( L 1 I 1 I J �I - - - - - - I - - -y T I _C _I _ �._ �. y . EAST ELEVATION SOUTH ELEVATION _ SCALE: 1/4" = 1' SCALE: 1/4" = 1' ~. DRAWN: MH/MS SCALE: 1/4"=V-0" t JOB#: * - a Januaiy 25,2013 SHEET NUMBER: APAINTER TO PRIPME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMM4ENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS s MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOPR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS: A i 1,8ePARALLAM; OCOLUMNzc tu wtu ui EXISTING FLOOR PLAN r w (NO ADDITIONS) ----------------------- -" - r / r/ ,r f /' ' /.' / J• p REUSE EXIST.WDW. REUSE EXIST.WDW. @� REUSE EXIST.WDW. REUSE EXIST.WDW. 1 3-1/2X7 .8e PARALLAM, 2842 2 2X10 HDR. J2842 2)2X10 HDR. 2842 2 2X10 HDR. 2842 2 2X10 HDR. s —2 7 —51h 7 —s 7 —51h 6 —2 '; r / ; PROJECT NORTH 1ST. FLOOR PLAN W SCALE: 1/4" = 1' rt W Z w O cc3 a ct A 35'-4" of ADJUST FOR RR TO MATCH / /r // i'l ,� ;f ;/ it i t co 4 Q�j 0 cn X O ' t r / / /' /'// O Ln (u /00 SLOPED r ! •`// / /% ;% / / Ln U rG G1 / ✓ //' '' i CEILING 3.5X3.SX1/4 - - - - - - - - - - - - - SLOPED 3.53.5X1/4 TUBE STEEL 2ND. FLOOR ADDITION - - - - - - CEl ING TUBE STEEL COLUMN -STORAGE USE ONLY- COLUMN CATHEDRAL CEILING ---- •--- 5-ll"PLATE HEIGHT 33 —9 O E / r PROJECT NORTH 2ND. FLOOR PLAN41 W SCALE: 1 4" = 1' CA m G t 00r ' w'rs , �ya DRAWN: MH/MS 1).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C..VERIFY SCALE: 1/4"=1'-0" PLATE HEIGHTS IN FIELD,ADJUST FOR MATCHING ROOF LINES WITH JOB#: EXISTING ROOF LINE. ' Y January 25,2013 SHEET NUMBER: 2).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 77 H DRAWINGS,THE SPECIFICATIONS AND THE FIELD CONDITIONS AND SHALL REQUEST CLARIFICATION BEFORE COMM1ENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL RESPONSIBLE PAINTER TO PRIMQE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE D Q O A BE RES ONS E FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 MANUFACTURER':'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIORtTO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: MATCH ROOF PITCH -- ---- --- - .,...___.. ... - - - --- - ! _ _ _ 42:12+/ i r-..---- _ - -- -------- --- --- - .___...y...__,. ; - i, /-�--/ _`� ' -!-,r�-,F-/ '-' /- -I-• I w I try,, -- - - -, 2 2XIO HDR. ZXp2 PLT ~, r� 1.1T_ 1- I _.1` _ _C_..._.J�L._.-.L..�_,1_ Wl 1 �� L 12�2X10 HDR�t / 1 �( / r / I I .. ..I. r RIDGE i ` ' i i' '/ r ~ 30X30 r~v / - I j - „pG , r j / MATCH ROOF PITCH 1 KYLIGH SKYLIGHT `4 !_ VOL @�6 1 %:'' , 'rj',` / i ' 1 1 I 4:12 L� Q o 30X30 i \ 1 / / i / r / 1 I 1co N (2)2X10 HDR. Iy % 1 ''�{ % 1 1 1 N (2)2XIO HDR �I X r x j / ' I I O m m W14X61 STEEL RIDGE 14"ML PERIMETER \\ i� OIST HAN EFL$ / r/ , ,/ / / !' ! /,./ /^ 3.5X3.5X1/4 -I 1 (TYPICAL) /TIMBERLOK HROUGH U r /,' j a 3.5X3.5X1/ scREws 3PIMBERL) , \ //' 'r COLUMN I I I I TUBE STEEL 1 \ i ,-'/ / /' , / i` ///,/�' /j, t t COLUMN i -„ 3/4"SUBFLOOR \ % % /' .f ' ' r ', ' //, //% ' / // i' %fi ff r' z O ( �.. i_ iC_l- _ LI , ,, i!I ''; 14"TJ1560 WOOD-1 FJ @16"OC �� \ I /' /' i' r f / /,' / I I I I I e' i,' % '' / C� ►-+ F-+ / C� _ cVLU ; W 11 i..11 _.� N // r 1 ,' ,' ///// /r',f j f irs f (2)2X10 HDR. 212X10 HDR. 1�/ i r /i // '/ r' ' ^ W E r BLOCKING AT / / / /// / rro O r.. .� EACH JOIST j / f yr,. a( � � oc oc� � � � % / /' ! / ' / f r/ / 2X6 LEDGER AT PERIMETER i w SECURED TO STUDS w/ / r /r /i // �' /% N 30X30 N 12 N 30X30 _--- , % . ' / , / SKYLIGHT 4 L6 - -- TIMBERLOK SCREWS(TYP.) %s % /' i' J / % r .' / i a I I 0 p I I p r/ /' / �' / / SKYLIGHT ? ✓ �"/'/; i , =� F- �_ � /' fr /'/ir/ r i /'r ' /J/ ' / N 2 2X10 HDR. N N J ' r' f /i ', �/O O ' , r ,/ /: X r X X X ' / / /'- ----c / / / j / .` j'",i ,� , , I ` ) m (2j 2X10 HE i,r f / O O T_ . EXISTING , % i --- ----- - ----- ------------ --- --- - ------------- .......... / ''I $ NORTH ROOF PLAN W SCALE: 1/4' _ SECTION A-A �, SCALE: 1/4" _ 11-011 ' w 1).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED 6). DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING CC3 LAG SCREWS WITH WASHERS AT EACH RAFTER. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT, m UNDERLAYMENT 15 NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS r COMPLETE. C_ / �_ -�_ r-%"-�"._- "- �._ 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND r > : > , ./ DIRECTLY TO THE DECK ALONG EAVES. 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. ) USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT H 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. O 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS ^� WITH ROOF AND SIDE WALLS(TYPICAL). 4' 4. j 4- c-( 4" cV v J I 4 � o cu � 0" co (I,� GENERAL: ROOF AREA: 804 SQ. FT. STORM WATER MANAGEMENT DETAILS ) N ( ` ) #10 STAINLESS STEEL I� ( I f � I 1 DRY WELLS MUST NOT BE USED"HERE THERE INSTALLATION WOULD CREATE A � w t 1 r I ORGALVANIIED f 1 ( / ` ` f� �� AT 100% WATER RUNOFF: 135 CU. FT. N.T.S t I WOOD scREws w/ 1 1 e a SIGNIFICANT RISK FOR BASEMENT SNEEPAGE OR FLOODING,CAUSE SURFICIAL . ,S. Ln (/ l l FLOODING OF GROUNDWATER,OPP,INTERFERE WITH THE OPERATION OF SUBSURFACE O 1 � WASHERS�12"O.C. � , ( , � I � I t"4 „� //^\1 I I SEWAGE DISPOSAL SYSTEMS ANDOTTHERSUBSURFACE STRUCTURES. �✓, V 1 ' ' l2"OC 12"OC ( I DRY WELLS MUST BE LOCATED AND)CONFIGURED WHERE THEIR CONSTRUCTION 1 T GUTTERS DOWNSPOUTS DRAIN PIPE O m f ( S II S PROVIDE (1) 8 DIA. X 4 DEEP DRYWELLS 4 WILL NOT COMPACT THE SOUS BELdOW THE DRY WELL.FINALLY,A DRY WELL •^' 12'• GUTTER 512E ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE M V I I I I SHOULD BE PROTECTED BY EASEMEENT,DEED RESTRICTION,ORDINANCE,OR OTHER 1/B"SLOPE GPM 1/4"SLOPE GPM •*' � '�•+ (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER _ j I � ) ` I ` I • � � I - � I - I I o � I LEGAL MEASURES THAT PREVENT ITfS NEGLECT,ADVERSE ALTERATION,AND REMOVAL � u THE BOTTOM Of THE DRY WELL MItUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH I 11 WATER TABLE OR BEDROCK AND BEE AS LEVEL AS POSSIBLE TO UNIFORMLY DRYWELLS CAPACITY: 169 CU. FT. 3 340 480 2 1974 46 3 1644 5 5300 2 (31, v ` I 3/4"APA PLYWOOD SHEATHING DISTRIBUTE RUNOFF INFILTRATION)OVER SUBGRADE SOILS. 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 rz ��q!!! 1/2'APA RATED SHEATHING I I ( 1 I I I 5 1250 1760 3 3220 134 5 6680 278 9440 392 N �i , I 1+ I 00 t GRADE PLYWOOD I ! l ` I I I 1 I 1 f a CONSTRUCTION: O W �i til I 1 (ALTERNATIVIVE:7/16"O.S.B.) I I I ® I 1 1 7 I I FOR DRY WELLS,PROTECTION OF TTHE SUBGRADE SOILS FROM COMPACTION BY 6 1920 2720 4 6920 288 6 70700 444 15100 628 4r I/2"APA RATED SHEATHING I ' y CONSTRUCTION EQUIPMENT AND 0 CONTAMINATION AND CLOGGING ARE VITAL. (� I I I I I GRADE PLYWOOD I I I PRIOR TO ITS CONSTRUCTION,THEE AREA TO BE USED FOR THE DRY WELL SHOULD BE (ALTERNATIVIVE:7/16"O.S.B.) I I ' I I I CORDONED OFF TO PREVENT CON9STRUCTION EQUIPMENT AND STOCKPILED MATERIALS -ti I I I t ' I 1 I FROM COMPACTING THE SUBGRADDE SOILS.DURING DRY WELL CONSTRUCTION, I I PRECAUTIONS SHOULD BE TAKEN TCO PREVENT BOTH SUBGRADE SOIL COMPACTION 1f I 1 If I / I ) I I/ / • I / I • i / I ® AND SEDIMENT CONTAMINATION..ALL EXCAVATION SHOULD BE PERFORMED WITH THE 1 f I I I LIGHTEST PRACTICAL EXCAVATION I EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD s10 STAINLESS STEEL I ( 2x4 DFxx ! I 1 f I I Jf I Jl I BE PLACED OUTSIDE THE LIMITS OF'THE DRY WELL. (n ORGALVAN17FD f STuDS 1 I I 1 I I TO HELP PREVENT SUBGRADE SOIL(CONTAMINATION AND CLOGGING BY SEDIMENT, W WOOD SCREWS W/ Ll1 j( WASHERS 0 12"O.C, / ( \ I / ®( I I 1 I DRY WELL CONSTRUCTION SHOULED BE DELAYED UNTIL ALL OTHER CONSTRUCTION �I WINDOW SILL f ( ( f ( f( SHOULD BE DELAYED UNTIL ALL OTTHER CONSTRUCTION AREAS THAT MAY (/ 1 TYPICAL WINDOW OPENING t 011 I p iji ( TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS H 1 DELAYED CONSTRUCTION EMPHASIPS THE NEED,AS DESCRIBED ABOVE,TO CORDON u LTll I I �I i (LESS THAN 4'-0X8'-0"OPENING) #10 STAINLESS STEEL OFF THE DRY WELL AREAS)TO PREL-"VENT COMPACTION BY CONSTRUCTION EQUIPMENT I I I ` I , I OR GALVANIZED AND MATERIAL STORAGE DURING COTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, O l WOOD SCREWS W/ f I WASHERS�12"O.C. USE OF THE DRY WELL AS A SEDIMEENT BASIN IS STRONGLY DISCOURAGED,WHERE I — • • • UNAVOIDABLE,EXCAVATION FOR TTHESEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELLEVATION OF THE DRY WELL BOTTOM. TYPICAL D ORZ OPENING MULTIPLE PLYWOOD ASSEMBLIES ACCUMULATED SEDIMENT CAN THBEN BE REMOVED WITHOUT DISTURBING THE u (LESS THAN 4'-0)XV-0"OPENING) 2-2x4 DFs2 STUDS CONNECTED SUBGRADE SOILS AT THE DRY WELL,BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY O� TOGETHER WITH STAINLESS STEEL AFTER CONSTRUCTION WITHIN THHF DRY WELL'S DRAINAGE ARE IS COMPLETED AND N OR GALVINIZED BOLTS W/WASHERS DRAINAGE AREA STABILIZED. AND NUTS @ 2'-0"O C. IF DRY WELL CONSTRUCTION CANNNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED,DIVERSION PIPING OR(OTHER SUITABLE MEASURES SHOULD BE TYPICAL MULTIPLE OPENINGS INSTALLED DURING ALL PHASES OF(CONSTRUCTION TO DIVERT ALL RUNOFF AND / OGEE GUTTER-STANDARD 5" SEDIMENT AWAY FROM THE DRY WVELL.THESE DIVERSION MEASURES SHOULD NOT (MORE THAN 4'-0X8'-0"OPENING) NOTES: BE REMOVED UNTIL ALL CONSTRUCCTION WITHIN THE DRY WELL'S OR AREA IS COMPLETED AND THE DRAINAGEE AREA STABILIZED. STONE FILL AGGREGATE SHOULD BEE PLACED IN LIFTS AND COMPACTED USING PLATE 1).EXECUTION; r 1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL COMPACTORS.A MAXIMUM LOOSEE LIFT THICKNESS OF 72 INCHES IS RECOMMENDED. A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. r� PRETREATMENT: 2).PREPARATION: W AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) AS WITH ALL OTHER BEST MANAGEEMENT PRACTICES,PRETREATMENT CAN EXTEND THE A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. FUNCTIONAL LIFE OF A DRY WELL.1 WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" RUNOFF POLLUTION,ROOFS CAN NNEVERTHELESS BE THE SOURCE OF PARTICULATES AND ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ORGANIC MATTER AND,DURING SGITE CONSTRUCTION,SEDIMENT AND DEBRIS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT-WITH DISSIMILAR COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED,(REFER TO SECTION 1609.1.4,1609.6.S AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL THEREFORE,ROOF GUTTER TO AND/OR SUMPS E I TRAPS(EQUIPPED WITH METALS WITH PROTECTIVE BACKING PAINT. CLEAN-OUTS)IN CONDUITS TO A DDRY WELL SHOULD BE INCLUDED WHEREVER CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PRACTICAL To MINIMIZE TH:AMODUNT OF SEDIMENT AND OTHER PARTICULATES 3,INSTALLATION: 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. THAT CAN ENTER THE DRY WELL. A).PERFORM WORK IN ACCORDANCE WrfH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. DRY WELLS TO BE 10' MIN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT]DINTS, B).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND AWAY FROM HOUSE ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. p 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL OQ 1F 0 7 CONNECTION WATERTIGHT. rV 4).PROTECTION: DRAWN: MH/MS A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. # v B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL �` +> , . �,; SCALE: 1/4,�_1,-0,- COMPLETION. �f ,.z JOB#: January 25,2013 SHEET NUMBER: r PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COWMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS " A-3 MANUFACTURLEWS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUF'AC TURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS END WALL WALL RAFTER WALL STUD CRIPPLE STUD p ••. BOTTOM PLATE p RIDGE ' ° HEADER LEDGER BATHTUB • DOUBLE JOIST SIDEWALIL RAFTER JACK STUDS ye FLOOR USP NUMBER [DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. AD55 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP V) 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4%12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE EE 8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGERJOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING C24"OC O WALL STUD NIP F--d THROUGH-ROOF EXHAUST V ENTS SELECTED AND METAL STRAP ` LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED F--i z RIM BOARD RAFTER R) SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ` VENTILATION WOOD JOIST SIDEWALL FLASHING E-+ BLOCKING Z 2x4 LEDGER BLOCKING FOUNDATION - - - TOP PLATE ' - - - FINISH WALL AND MOISTURE STAP'PING TO BE ATTACHED TO WALL STUDS Q48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O O A\ND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ~ FLOOR JOIST DEPTFH USP 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 SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS ��' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD F--•I INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIFPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ,��„ ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 11-1/4"x36" 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Fr-Y'�11 WOOD JOIST TOP PLATE Q (- GIRDER/HEADER CC3 A-a �] o SIDE WALL FLASHING JOIST o 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD r. AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD c FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8"' LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" /ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS AIR PASSAGE / �� 8" - 16'" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SUB FLOOR N u � SILL GASKET WOOD JOISTS c�ri / rn r NEOPRENE _•� ; p CONC. SLAB GASKET ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE Ca c, M o TYP. CONC. FOUNDATION /� , \z - C 6 MIL. POLY v r, DAMPPROOF EXTERIOR V GRANULAR FILL I BOLTED TO STEEL BEAM WITH O � o N 6MIL POLY ON EXTERIORca r y s STEEL COLUMN _ ` ' v ' ' ' ' \•� a '' ' 1/2 " DIA. BOLTS @ 48" o.c. STAG. �' @) U) • 'tt v 4 4 ^ - 0, n �^C ROOF JACK �� „ �� STEEL BEAM c CONC. SLAB 0 e •I I `` 4 O • COMPACT FILL _ y • V i I r a ar " `•� 4" x 1/4" x 8" STEEL � c a h o I TOP AND BOTTOM PLATE �n U V e • • . a . L , ^ FLASHING ` , rn KEYWAY FOOTING c n A •� 1.- n CONC. FTG. Q•p G SIDES AND TOP / 00 v .0 4 3 WITH 1/2" x 6" ANCHOR BOLT '� � r ° UJSE WITH 3x3 SQUARE WASHERS 1/2" GROUT N s~ ' o 0 0• ; 4 ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) �.` fz1 3 REINFORCING BAR ^ I I 3" STEEL COLUMN FOUNDAITION 5/8" DIA. ANCHOR BOLT DRAIN TILE ► f7 + ANCHOR BOLT CONNECTION SUPPOR2TING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STCORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STODRIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STFORIES 57" OC V SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL Ln W U) SUBFLOOR CONC. SLAB 6X6 10/10 WWM I I DOOR FRAME N GARAGE COMPACT FILL ' DOOR I G JOIST I I USE 2X8 STEEL BEAM � � ,'"•� FOR BLOCKOUT ' 4" SLAB = • P.T. PLATE W/ 6X6 WMM N, I I SLOPE V ' 1/2" AIR SPACE 4"DRIVEWAY " NOTCH JOIST AND ADJUST HEIGHT Cn o e (WITH A NAILING PLATE IF NEEDED) AT END AND �• " p • n , :a , • o TO BE APROX. 1/2" OR HIGHER THAN ' ��y�•� ES OF WOOD �� , ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE G DE: s 4 =-"�►" -cS --r"-�' e e * ' �• BEAMS _ _ _ 'o DO o 0 'a o 'a (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) • �� 6X6 W.W.M. •,p - - e - - .t„a 12" MIN. s ` ,o'�C .� n D ^ 4�,Q 4�', 4 �'' . o �1NOTCH BEAM FOR MUD�SILL IF REQUIRED -- MAXIMUM I • n ^ o� �SUBFLOOR +a 4 REINFORCING BAR = NOTCH EQUALS 1/4 DEFPTH OF BEAM ' - D o n III-I ��+ oII e p e.p II=11 OIST � xa;. �► �` A REINFORCING BAR o , °• p •• I I 4 *.� '- DRAIN TILE I®—G• ICI + >' 4 ° 4 ° W = , 12" n d° SHEET METAL / 30 FE=LT UNDER BEAM AT POINT II L• n ° s STEEL BEAM %" ". •Sc. } o OF CONTACT WITH CONJCRETE OR CONC. BLOCK 'IZ_i I II il_I a-Frn F"' , q o • 3" PLATE (BOLTED TO BEAIM) : ..` TYPICAL CONC. MONOLI'ITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • 4• SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. . 3" MINIMUM BEARING SWRFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT DRAWN: MH/MS ' }} SCALE: 1/4"=V-0" { ��lk..Fps-_.•e P BEAM POCKET `,fir JOB#: `.,� �. January 25,2013 . . .°, xis . ,• ._ „;� ;d _ SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT Of ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORECOJMMENCING WORK. CONTRACTOR SHALLVERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTUFRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRROOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: CiENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION MAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3•-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:41-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3 -8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They fare intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL:41-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER CURRENT SBCC HIGH WIND EDITION,3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFC1M - SBC LAP NAIL WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER'TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFC1M - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER'TABLE 3.4 EACH FACE meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in DECKS 40 TO RAFTER WFC1M SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the - ATTICS w/o STORAGE 10 should be adhered to even if in vpariance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d (COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 4). The designer has not been erngaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 30 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAILDIRECTION) 40 C) GAURDRAILS ANY DIRECTI construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ON 200 precautions and programs in coninection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 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 PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 b6d COMMO FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w 5). Refer to the Window and Do ROOF - FOUNDATION)schedule for exterior openings. corners. TOP PLATES AT 4 . b6d COMMON JOINTS FACE DETAIL PAGE &GENERAL NOTE PAGE Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE O or exceeds manufacture's s ecific:ations and applicable codes. T I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - b6d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE F p pp Type STUD O.C. NAIL =5� U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16cd COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS SEE FLOOR PLANS E-a such as bookcases, shelving, pantiry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Ln in table 3.15a-b. TOP OR BOTTOM 2 - b6d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O U 8). Wind load requirements shall' be taken into account during construction. PLATE TO STUD 3 - 116d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - b6d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Q determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS �4 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 20 LBS. 120 6 SEVERE 3 FT, TO HEAVY MODERATE 11 NONE 3). Provide 1/2" expansion joint mmaterial between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuriing in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4•- 8d COMMON JOIST NAIL 8). CONNECTIONS ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4e. Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be NOTES installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD 5). Unless otherwise noted, all sllabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON EACH TOE END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or-;ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.0 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. .All fill to be compacted to 95 /o relative density with g 3 -�16d COMMON @ @ 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL I NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided 'with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES U DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of founddation with bituminous coating as required by current TO BEAM JOIST NAIL H THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ' t� h N.Y.S. Residential Construction (Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END „- the below grade portion of exterior walls prior to backfillin All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMONo 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, r g P P g• g g TO JOIST JOIST NAIL � o BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used, - 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON!SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOFSHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and miethods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"xl2" thick concrete footing. JOINT DESCRIPTION SPACING: Edition Wood Framing Constructi(on Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PIER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all friaming and structural wood material to be #2 + BTR. \XXCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. , CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. ) - - JOINT DESCRIPTION to N I~ Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) Cn "t �, o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD a� .. GYPSUM 7 O.C. EDGE 4). Unless otherwise noted , all Dearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS „ „ ,� o � co 0 v Bearing wall headers to have (2)) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 o 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have ((3) jack studs and (2) full length studs on each side of WALL SHEATHING: a w openings. Bearing wall window ssills shall also have (2) window sill plates for 2x4 wall NOTES -d :J openings between 4'1 and GO and 2x6 wall openings between 5'll and 8'9. Provide fire 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL o 0 y to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. oA �r U and blocking where applicable. QTY. SPACING 4 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the Corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty-alvinized hangers and PANELS 8d COMMON WFCM - SBC be used. g q o u PLUMBING NOTES anchors where applicable to all connecting joists. �r 7/16" OSB 3" O.C. EDGE 6d COMMON „ N v 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub:. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 4 w Floors to have ceramic tile instailled shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. � WALLBOARD 5d COOLEFL'S 10" O.0 . FIELD on plans. 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4 thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) p g• g FLOOR SHEATHING- other access openings unless oth(erwise noted (typical). NOTE: � 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY N 8). Dormers running up roof raftters are to be supported by double rafters on either side p q g p p Y QTY. SPACING where applicable unless otherwisse noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 0 U HVAC SYSTEM NOTES sd coMN/lo U) 1" OR LESS 12" O.C. FIELD 0 9). Provide blocking/bridging in1 floor joists at 8 0 o.c.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. cA under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q 3). INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �► 10). Provide insulation baffles at; eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF H needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. d 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing as required by current NYS Residential Code-FIREBLOCKING REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(bath vertical and horizontal) U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. cn 12). Unless otherwise noted use :3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. shear capacities, nailing requirements for structural I~ adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRI CAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture"s instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. _v ' ceilings and over furnace to havpe 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, a to have regular 1/2" sheetrock. A,II walls to be taped and finished. drop Ceilings and Cove Ceilings. c�;k1� 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required b current to be reduced tol - 16d nail per foot. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 3 >' t-.!1 � ' `' , � under stairs shall comply with current N.Y.S.Residential Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM g 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ; .: " r, }: torch down type material over. ; ; DRAWN: MH/MS flame and products of combustion. ?" >i• SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. ._ =� d.' 5 r JOB#: be installed with a foam sill gaskcet and cop-r-tex termite shield or approved equal. ' ry Janua 25,2013 STILETNUMBER: PAINTER TO PRIME,AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-5 MANUFACTURER'S\WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR T'O THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS: ADDITION ADDITION I / % i r/ '-w� ,/ / / / / __....n____.___.,._..._.____...._....-_.._...—""'---�,.n,..______...«.._�_ _ -„___...n,.q..n________.___�,...,<____'...«n..--------.____._.m...,___..,..,......_____._.__._.._.n,-,.__._..�,.....,._..__.-__-_._...___.na•m_.-_.a...,•-.._-__.___� _._..�.®. �,,.,. __ __--_ ___.._.__,._... _—__ JLLw / _l_T_1..�. ! _� _L__L_L � i I r Tl L r. r l�_ I? r , / I __ - z T- _ r O f ' / / r i 0 7 T �—, i....--T- -I 1_ I TTI _L._� 1 ---L.._L ` �-I_ 1 — / V ..mv.,.____._ _ W Q r-a ZS - - - ---T - L._l.- I_.�1_�_�J_ 1�1._l. - — 7 L / ( �— Y ._:�1_.I.. _ I� 1 T _I. � .LI... I I_T. 1� ICI .� I _IA- --n ��Z / f TI. _ _ _ ,I_ .. - - _ _1 I. _l T T -- C i - - 1- rL-- --I �I- i I _I-y T Z_ I . -I 1 ' � I_.T - I.ZI�._T1.. _ -l . _ I � � � o � .� _I. Q I _ ,-_I. �j ,' ;/ /, ,% .; ,' ,;' i '" � W � �__ I- � - --�,_ �1_---_.>r_.L I - r�- -. 1 l.__. �rL. -I - L.1.. T.. , �_. 1T1_I�J 1�T.r l .Z. / T , NORTH ELEVATION WEST ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' w O Ems+ Cc3 a CC3 0 r ADDITION ADDITION _ a, _ I r i 1 I rn i L— - ___._..._ / In f �. - - I I O % w M cj __.an......n._. _w_..n._.-..,.._.-.+ewv .._ -.a _ _ _ I L % W _ wa - cd -1� T I 1 r I _l..L __ .! L _L I �.J I � L _I_ TI- ��l ' --_.:�,:�<<�-- -_ ---��:.__�_ -_ --__- r �-�.;' i ,% ,' ;i ;' /� ,r �+ �1 1 l _ I.7j I_ l_I 1 l 1 I ; � �- _ t __ 11 _ N 1. _. , r co 0 - - - w__ �,. _ . - ..__ , �T.11 �. _ I. �. 1. Z 1_ I_ L _ ------- _._._ n_ i .._ _ 1 - �� / -r- / r i / / I I r _ ..._ ._..-•..®..___._._,._._..._._._.._�__.�n......_"__—_._..-----.......,..,.._.._...m,�.___--'--______.-:.,...,,,.,_.__..as,,.....__.._._-----___n,-.._.__.�.«„m..,-_'-_..._ _a:,....,___..'-:.- -:.mom,-_._._ _-___.__ -�._.�.�....`....= i CN .r_I. r 1 i _ I _.I .>_ _- _.I_ __I _T_L _ �1_r�___ [ [ -- :L _ _ _-- U) I - IT !. �� T' :TI_ 1 1 %' r _... _J ,, _I 1_ L�r' - - — _ ,�_ t +t..T _ _I - .I I I. TI I 1 1 T T -- �y , - r r T T �T _L_ I 1J.._ ILL L r�._�_ �I _ r �— ;' / r% / / i' // j T I_ t_ l. _�_ i' / / - - � r-T 1: l I _I i / o jI_�:�1__.I_i.C.. _ LT1�I:T _I. _rl�. � _T1 T�_l l~ T - L--- -- �! I 1 1 I- z T T_.i � I � � l �y I I I ��' 1� 1 � I- J- - -� T 1- - I � �. _ L i , 03 57< - T_IT _;, _�,LL -(- 11.. �-1_l T LI I T — - ! 1i I - -.. .� T 1 / i r r 1_ 1 ( / / I _ _.L L_ ._ i---1- - r'- -_ ; � 1 I 7 �. _- !. _.- :I T �L_r _ _. _L I �.� �7.-�i T� ! _ : � - - ^' ;'� ;� ,' ,, ,' ;/ , .7 _�>Tl: _ u r - _ T- --I-r � T _.s__ � _I_ .� _1 L - �� ;•' ;' ; / ' ,/' i" j ,� ?_. L,_ �,�,=1ti�r_".'•'°•�'"��y':'°P� �i FL FIT ., 3 EAST ELEVATION SOUTH ELEVATION - SCALE• 1/4" — 1' :1 SCALE: 1/4 = 1 D FL CS L DRAWN: MH/MS SCALE: 114"=1'-0" Q� �d �° ° JOB#: JUid 11 2013 � � June 07,2013 SHEET NUMBER: BLDG.DEPT. TMI!!:OF SWUM PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COA4MENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: A ------------------- -------- --------- --- - --------------- - / zc EXISTING FLOOR PLAN I w (NO ADDITIONS) w ----------------------------- --------------------- ---------------------------------�_- _ _ (2)1-3/4X14"ML / REUSE EXIST.WDW. REUSE EXIST.WDW. @� REUSE EXIST.WDW. REUSE EXIST.WDW. 2842 2 2X10 HDR. 2842 2 2X10 HDR. 2842 2 2X10 HDR. 2842 2 11 7/8 ML HDR. 6'-2" 7'-51/2" 7'-6" 7'-5i/" v 6'-2Arc)DI " 6X6 ACQ POST 12"dia.CONC.PIER _ % 3'BELOW GRADE s PROJECT NORTH 1ST. FLOOR PLAN W SCALE: 1/4" = 1' w 35'-4" ! ' o ; o 6'-7"+/-PLATE HEIGHT(VIF) ADJUST FOR RR TO MATCH /' / ✓/ ,%' / / /' ON SLOPED i'i //!% ; // // / //' / /' / O e�i a1 CEILING / / % ,/ / /''/ '' fY] m m O - — - — - — - — - — - — - — - — - — - — - — - — - SLOPED - - - - - - - - - 3.5X3.5X1/4IO o 2ND. FLOOR ADDITION CEI ING TUBE STEEL w C �' -STORAGE USE ONLY- COLUMN // /;' // j' j' to t CATHEDRAL CEILING i // % / /' o tU n 00 5'-11"PLATE HEIGHT I 5 PROJECT NORTH . � FLOOR PLAN . SCALE: 1/4" = 1' DRAWN: MH/MS SCALE: 1/4"=V-0" 1).EXTERIOR WALLS BE FRAMED WITH 2X6 STUDS AT 16"O.C..VERIFY ^ �� 9 JOB#: PLATE HEIGHTS IN FIELD. ELD,ADJUST FOR MATCHING June 07,2013 G ROOF LINES WITH lS///t\1�1, EXISTING ROOF LINE. SHEET NUMBER: 2). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. c PAINTER TO{PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR a APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS !!lwww MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: I.�—>.:.•—" �..i,_'"y'—fit�,—' —_J' 1 I i; / i // �•j, i, �J /\. % MATCH ROOF PITCH J ' 42:12+/- ---__________________________ _____._.._...._..____..._. __.____.. ___---------__.._____. .,__ ---_-_-_, r TJ ; _ 1- — I 1 l�'— I2 P �. ! W14X61 // j'/%! / j` %J i j' /J / _ MATCH ROOFPITCH r RIDGE ,. %�/ i� ; j."//' ; ,•: �/' ,,/,� , %: EPO —1 I 0 (2�i \ i% / JJ/ / i' / J / i /' /'1 I I 4:12 t —4-�__. -��._...L _ l._._.� ♦ ♦ \ � / 'J/% ` // /�//i J J/ //,%1 1 I r'i /J// / // ,,% // % � / ,% J! p.T� I__�_ ._� _ � ♦ ♦ Imo• \ J /` J''' i i // /i// / /'/ /! i 1 I 1 �''' // / /! ii/ ////j/% /' , O J ��_ ____-1 t i1) ♦♦ �, \ %! j j / / /J/ ' W1061 STEEL RIDGE ta^Mt PERIMETER OIST HANETS 3.5X3.5XI/4 3.5X3.5X1/ I'I �,•' J' ,// i' / i / i Q f 1 (TYPICAL) /TIMBERLOK HROUGH U r / / / / ,% ; ' , / /j',!1 TUBE STEE SCREWS 3 PER STUD ♦ ♦ , , T i J j' % J J / J / / TUBE STEEL ) ♦ / J / j , J r COLUMN COLUMN 3/4"SUBFLOOR ♦. .' \ _ ///` i/i j/ /' /,r/ /• /%/ v�✓ I.i // / ;J /J / / / Z zo 7 ♦ 14"TJ I560 W OOD-I FJ @ 16"OC ♦♦ ♦♦ ! /' ' /;' ;' ;;" : % J /, I ,e/ JJ // / /' ' /;'// i j / �'-'I N /, /'l.'/ / j• / i %/ ,i l € BLOCKING AT i i/ r` //;/ // / % f / [/� O EACH JOIST ! / €. = i i r /' ^ 2X6 LEDGER AT PERIMETER i/ i i% :J ,; % i'/ / J 1 �2 / ! / i ///' p, SECURED TO STUDS w i `/ �' /%' ' /i ' %/ i � I J TIMBERLOK SCREWS(TYP.) 4 ,' - -- --T ---- --- _ � 1.I_ I. !:lam EXiSTWG ---- �- -----------------------_ __ _ - ... ------- ---- - --------- -- ---- _------------- _---- i/i A. •� j / , /,; J//, j,j / / ,../J / JJ 1 .I/ i// /J i / /i J!// / /i j// J'/J.. _ ROOF PLA�PROJECT NORTH /`/, ; , it i / '' , iJ •I/I ; /J ; i_ ;a—,�' ;.�. ' ,' W SCALE: 1/4" - 1' % % / i`/ /,/ SECTION A-A / Z '' SCALE: 1 411 _ 11-011 / i -r/ ! j i;✓ j / %! i 1).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2 DIA"GALVINIZED 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING �V W LAG SCREWS WITH WASHERS AT EACH RAFTER. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. M UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 1. COMPLETE. / 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND Q DIRECTLY TO THE DECK ALONG EAVES. 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT r CUTTING INTO SHINGLE SURFACE. C- 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL). REScheck SoftwareVersion 4 .4 Commliance Certificate Project Titre: Fr'eP9Y cme- 2"0 New York Energy Cornervabon 0 t:I7 itl�nn:. Surffollk County.New York crs 1 T)TW- Singe P'Farrfil r M n o Flqect TypW New Calssbvetfon rn comr!'Oned f9m tea: 0 t't2 o U) MMMV Demme IDS: 5750 oa rn c� o PWTV,Date: 200C Ed ConstrL1c1ion&1e: Ow-*,"A nt Eless w.Ccr r3cbr: I I M rp •� \ Lamm mat wvrdrtArmb�d I,=p3 t f+,K.'79_13arx rlealllll ldl I Ik' cublmwe,MY 119135 rn U U0 A3J STAINLESS STEEL � x,+�^ &l�aa4xr�xakPoS#Wik9�fa4�A �9rv�R;afM/dw'.`�ve.uNR«'nv :nE."vuJ�.k+ .i�1.,F*+lia4s�r�:,.a•��•..rcYivle'�n a..0«zk.:..-�Sn,•�- h,,':.�«ni..-A"+.,<a....w._,:..�L3"i'w;.',A.wn.,.,-r�.,...�a.a.4k':„n>✓.�.:.-..; � S 1 00.6ALVAIIRED IC�OITF :23.5%Ne#I'arTitBraCl9rlBl #."-.&,"^F4,n'L1k 1112� YNrUA;1►$ ( f�y � I J� � was11Ea50I2o.c. Th►A f aw ar kWahrM Cat1s 3w4m L sra Re a Aa M1 YR cw Y z€e m rL iw 9wr 1 as bests r tP"n a I i I i II 1 I Iz^D c. oc I n� rr ma s sw ArI ,mar'L rna v rdevNl r Ira twxa.earls.mrrs IZ• I I I I I I I I I EnvelopeAssemblies P 314'APA PLVW000 W I I '/ I I ` I 1 4 ' I I 5IICATHING i D•a?•., '' " - 3 / ( 111•APA RATED SHEATHING L sir rt. 4l GRADE PLYWOOD , 1I kg °A. .w d ♦€ + ., -gv' 1 1 / ' 1 (ALTERI44MI,.£:]/16'O.SB) 3', 1 ( ( 1 � // ® 3/z•Ann RATED SHEATHING 5r I-M- .M M0mCT xam N5..v.-.QM..:,.m:x il1.>tw.w-on ..S.•.n J ar, ,.c.,+>..f.."t,r..,:sa.w.ux swwr..rsawL_.,u..44s`c,.. € '.'?• : ` ' � A € i ' 2� oaeuvANlzeD !/ (1{( ( � I/ { GRADE PLYWOOD , ]/� fI I �ZL L 0.0 E 7116058) O CefIrg 728 30.0 0.0 2ilCe ► 1: #10 e� z+ S383 15.13 C- STUDffW : dI F AE.1E"t4 WASHERS Q-IZO.C. I f wNDowslu TYPICAL WINDOW OPENINGCoqWsfre=fem1'r Mfidr3 d€s demZedeIS CCmf!mt 01h to b7E3Tg Pdm6effc3om,3 ctw'cSwM= STAINLESS STFEL mWr1tbM%11h tfre Perrrrl;aWlI=11a1.The prod ta.fd q has been 6,VT*d b meet VIe 20117 Nq*York Frew cmatara3*1Dn:Cm *x Mde I � �j I I I �j I (LESS THAN 4'-0X8'•0"OPENING) I ( I � I ( I «W STAINLESS STEEL E.I FegUT1?,I-.C1ttS In FMUC?I' *E`M4dn 4.4,4 and tO 0 RPlY iz4EM the MMdaWY fegl Arlexlts I%W In tPR I'1'1:SVIeck Irspe-Won CneWs ( I I � i I � ` � 1 + � � i � r � Da moo SCREWS WOOD SCREWS W WASHERS W IZ'O.C. 7FtL'_ .. v.i r63 TMPLESCSA THAN o4O-OX8O-0"OPENING FrV PENING rNATTPLE 2 STUVS CONNECTED W ( ) 2GET RW2 HSTACONNECTED TOGEiF�R WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS •.Y rY':r,' ?w` ♦"'tT+p•�a•'��ii':5: [ ] AND NUTS @ 710.O.0 iIM. '6- `..I"z.MR+�- ,{' rv♦.. TYPICAL MULTIPLE OPENINGS ''- Jar (MORE THAN 4'-OXB'4'OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL i AS PER TABLE 1609.1.4 N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" lfr"i �r AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6,5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL , CONSTRUCTION CODE).THIS I5 NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 4�+,�,•,`.. ,.L HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Pnod T e: Report tX 113 DRAWN: MH/MS Dataf PAge I of 1 SCALE: 1/4"=1'-0" d � �UP Jos#: kDEDLM DDEEd June 07,20 13 SHEET N NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COAvIMENCiNG WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ®3 MANUFACTURIER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVTSTONS: Ism'" MARRATOOKA POND AV£1•IUE •o FF LK p r m O P G m MATTITUCK AVIATION DEEP HOLE CREEK HIGH WATER LOW WATER MARK EL.2.4' MARK EL.-0.3' 1 638.8' S 11p1TO" E a x U ! ! PROJECT W TO[KAUE FENCE N 0 WFLL LOCATION Z WELL (f' WallooW WaNnau 0 ry 2Nb.FLOOR � ! �Q W411 W4tt p ADDITION00 EXISTING 1 GREAT PECONIC .-. w x 1 BAY Z 2 STY. FRAME BUILDING EXISTING 2 STORY BUILDING 2 STORY z � BUILDING EX ��+++ WiWNEouo w wiWN�Euo u WOO DECK D X.SLA O PATIc �W- m'y W !I! MAP LEGEND CONG WALK Ex'ST,NG2 S-ryy R E A T FRAME ui 8OUSE ,. 1 PECON IC Q fX.BRICK SLATY WALK PATIO f X.SiK OIL G STONE DRIVEWAY DECK o� 1 �pY E DRIVE OIL 6 a° ! & 51p1`I STONE ( B A Y DRIVEWAY r`t r� ! +c;s �t I h' METER Y r PROPAN0.ET TAANn z M ! PROPANNK m O p `�^ ! h OCL ' O �1 11 N 11 13 0 W 640.61' a „u„ w 0 HIGH WATER LOW WATER MARK EL.2.4' MARK EL.-0.3' QI L ct r-d 0 h SITE PLAN Z SCALE: 1" = 30'-0' MARRATOOKA ROAD rn 4GI rn v wU, U \ wM 3 �d"dyuT` YI ar „i917 e 'man7, I 3 fi' Ar�NYl; C �+ 1k 0; C V rE �^ S1000a 3 ,- 0 ®SEQUENCE OF PROJECT: 5 .0 W � SITE DATA: 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROTECTIONCABLESMAINTAINED DURING BEGIN ES UNDERGROUND WIRES, AND PIPS[HAVE BEEN MARKED OR UNTIL VERIFICATION ON FROM UTILITY COMPANIESCATIONS THAT THE Yt €s AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE IE � PROPERTY: 102,812 SQ,FT, 2.36 ACRES LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS � PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED W `r s AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT E-+ PROPERTY WETLANDS: 1958 SQ.FT. 1 ' SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE QI ,M {t! INSTALLED WHERE VEHICLES ENTER THE JOB SITE. b 1 s„ T , x `1 BUILDABLE PROPERTY: 100,854 SQ,FT. 2.32 ACRES V 4-4 „ T MEETS AND BOUNDS BY: o 2 POLLUTION CONTROL:CONSTRUCTION DUMIPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. V] ESTIMATED AREA OF 400 SQ.FT. CA GROUND DISTURBANCE: QI 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR N AT H AN TA FT C O RW i N I N SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND.WHEN THE TOP SOIL IS PRESEIRVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT • � '� �� F' EXISTING HOUSE: 3803 SQ.FT. 3.8°lo END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. LAND SURVEYOR, LI C. . 50467 �°r�'" 'A S•'' �-^^ w,:....�-,` "� '�'c°' '"Y,a�},yk-- �n - FBI ,N.'S b� F`�� {"�t - n; ,,,•,,• 5 :�'I��•^`ST ,,.k _ EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE..SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG �+ EXISTING PORCH/DECK: 602 SQ. FT, 0.6% FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR AWELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. SURVEYED: 12/14/2 011 A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR U EXISTING PATIOS: [645 SQ.FT.] INSTALL SHORING. � ��- ,�� ' �,*' i- + HILLSIDE EXCAVATION: EXCAVATE THE HILL BAtCK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY x BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIIONS). A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 1ST. FLOOR PROPOSED ADDITION ,:fiat+ w-7 +t, d s r t ti'+ f n ,F EXISTING STORAGE BLDGS.: 6762 SQ.FT, 6.7% p, x 4 STORM WATER RUNOFF CONTROL: INSTALL DRRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS TO BE IMMEDIATLY INSTALLED AT TIME OF COMMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER„GAS,ETC.)TO BE INSTALLED. l , TOTAL: 11,167 SO. FT. -2 X .+% •fig " 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER (WHERE POSSIBLE)OF LAND DISTURBANCE AW.'AY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA, 4 t e'"h,�,,'r� ''se "terr ^^r'Pt• "* 'L` "`'. ° ' I DRAWN: MH/MS r °, JOB#: SCALE: 1!4"=1'-0" � k N'f25 y - a.,.�.w u .. Mnn '�'+,aY,.,,t...] 5..:9dW.au iS.T t ..h:W+ry x x�'.v�ti.,4�.Y�b..rwwv.YG.•l'w.r �ti.k, ,x '�. .c March 22,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS S. 1 MANUFACTU RER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.