Loading...
HomeMy WebLinkAbout37018-Z gU ff 0 Town of Southold Annex 9/24/2013 o �y� P.O.Box 1179 52 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36523 Date: 9/24/2013 THIS CERTIFIES that the building ' SINGLE FAMILY DWELLING Location of Property: 3900 Route 25, Greenport, SCTM#: 473889 Sec/Block/Lot: 35.-5-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/24/2012 pursuant to which Building Permit No. 37018 dated 2/27/2012 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: one family dwelling with unfinished basement, front entry deck, screened porch and decks as applied for. The certificate is issued to Massey, Steven&Myers-Massey,Margo (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0059 9/12/13 ELECTRICAL CERTIFICATE NO. 37018 8/6/13 PLUMBERS CERTIFICATION DATED 8/22/13 A Peconic Plumbing&Heatin hu, th&izo Si ure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • 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#: 37018 Date: 2/27/2012 Permission is hereby granted to: Massey, Steven & Myers-Massey, Margo 525 Stuyvesant Ave Rutherford, NJ 07070 To: Construction of a New Single Family Dwelling; Kitchen, Living Room, Dining Room, 3 Bedrooms, 2 Baths, Walk-In Closet, Powder Room, Laundry, Pantry, Fireplace, Deck, 2 Covered Porchs, Screened Porch, Unfinished Basement, as applied for. At premises located at: 3900 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 35.-5-1 Pursuant to application dated 1/24/2012 and approved by the Building Inspector. To expire on 8/28/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,770.80 Total: $2,820.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, oi• buildings and "pre-existing" land uses: l. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed b.y the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees l. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial$15.00 Date. New Construction: �� Old or Pre-existingBuilding: g (check one) Location of Property: O 1?O c House No. Street Hamlet Owner or Owners of Property: 0 ) d IU,S 5,e ex-Al— - -M a Suffolk County Tax Map No 1000, Section 3S Block Lot IY t Subdivision Piled Map, Lot: Pen-nit No. 3 r7 U Date of Pen-nit. 2 - Z Applicant: Health Dept. Approval: ✓ Underwriters Approval: Planning Board Approval: LV 11 Request for: Temporary Certificate inal(�-Gee=t ✓ (check one) Fee Submitted: $ 1a_ ,Z - 'G E, u 'lullE D]) S E P 2 3 2013 ,_,, --- Applicant Signature BLDG.DEPT. TOWN OF SOUTHOLD S�FFQ(K Town Hall Annex +�0� co, Telephone(631)765-1802 54375 Main Road c Fax (631) 765-9502 w a P.O. Box 1179 0 "� Southold, NY 11971-0959 y?j�l �.DO�� roper.richert(a)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Massey Address: 3900 Rt 25 City: Greenport St: NY Zip: 11944 Building Permit#: 37018 Section: 35 Block: 5 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential x Indoor x Basement X Service Only Commerical Outdoor x 1st Floor x Pool New x Renovation 2nd Floor x Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 46 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 16 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt 1 Recessed Fixtures 20 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches 40 Twist Lock Exit Fixtures TVSS Lj Other Equipment: 200a underground service, 1-exhaust fan, 2-paddle fans Notes: Inspector Signature: Date: Aug 6 2013 Electrical Certificate.xis o � ti a Town Hall,53095 Main Road � . • Fax(631)765-9502 P.O. Box 1179 y�ol �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 0 02� p2v1.3 Building Permit No. 3 0 k b Owner: hl J'i e� P14-55 e7' (pleas print) Plumber: (please print) I certify that the solder used in the water supply system-contains less than 2/10 of 1% lead. VIM L..LOPER Notary Public,State•ot New lxk No.01L06070081 Qualified in Suffolk un -�L Commission Expires ers igna Swom to before me this ;2 day of 61, , 2013 ; R l i. 1. Notary Public,Zlt--,,r,.'W County C E U SEA 2 3 2013 BLDG. DEPT. TOWN OF SOUTHOLD •' OF SO(/T�OIo - co N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ 4FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ],FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ��.�� S ✓< ct Y DATE INSPECTOR OF SO(/l�olo G � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' '.. . [ ] FO aT1ON 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 7^� pF SOUT��� olYCOMM TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATI [ ] INSULATION FRAMIN STRAPPING FINAL FIREPLACE & C EY [ ] FIRE SAFETY INSPECTION ]T FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: PJ4vC17,1�C_ DATE INSPECTOR SOUTyoI -- TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION S [ ] FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Zv� 1 OF SO(/Tyolo - couhm,N�' V� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE. INSPECTOR SOUTyolo �y�OUfm 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]!jpesAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C/ DATE INSPECTOR ` OF SO(/T�O ---� --- - --- . co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTON [ ] FOUNDATION 1ST [ ] OUCH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FIN L) REMARKS: .oj ' r- DATE l INSPECTOR 1 SOUTy�� lip # # N 0 a l 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: c4-rj-4 6C� DATE G INSPECTORZ k546= ©l �O�aOF SOUryOlo 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) (Z REMARKS: �� ��./ /h(� I 1 DATE �-S INSPECTOR 70 of SOUIy�� TOWN OF SO DING DEPT. 802 INSPFEkc ION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SU [ ] FRAMING /STRAPPING [ FI L [ ] FIREPLACE & CHIMNEY [ ] FIR ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE f INSPECTOR 5T�m&J nAA,33 c y 1 �Sg ; 3 9 0 0 M Aa l4 q-P �L� POT y tl� AUG 19 2013 r 1p O i BLDG.DEPT. ( TOWN OFSOUTHOLD U�JQ GQ Ajt o�5 av\c� o� b -Am 1 CQ- CONNIE D. BUNCH Notary Public,State of New York No.01 BU6186050 Oualified in Suffol "y Commission Expires A,,R, 4,204, �� � A'` l; 1 t o • COMMENTS • 1 • VAN JAN i ROUGH nPLUNIZING � ����_ ►:ice.,..._ � _ -...._'�.. : �' ,�% - ••��� INSUL ATION STATE ENERGY • 1 r MOM - . � Elio 1WK010 - I IN � ' i rkm-'Mc C Wyk lam- .ZWTI ,., ;� 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 �3 7O j ? Survey SoutholdTown.NorthFork.net PERMIT NO. / Check Septic Form N.Y.S.D.E.C. Trustees j Flood Permit Examined ,20 I E C E Storm-Water Assessment Form D � � � ntact: Approved — a'7,20 JAN Mail to: 2 4 2012 Phone: BLDG.DEPT. Expiration —��,20 �� TO N O SSOUT-IOLD Building Inspector APPLICATION FOR BUILDING PERMIT Date --JANy-1�C i LZ , 20 1-2— 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 zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( i ature of applicant or name,if a corporation) .F K 6?�, 69°�WFOFTa Wl M44 (Mairng address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Aft-.&Y Name of owner of premises G—P�VE M. `� -k mpg-60 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer k aine did 'Cale of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio of land on which proposed work will be done: � 00 M&W House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 1 Subdivision Filed Map No. Lot C 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VACI UT b. Intended use and occupanc M a"f 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cos sm ,�� - Fee,;.; ` 1`�� (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. 1 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 / l� s; 8. Dimensions f entiire e construction: Front i- I 0 112 Rear �I- 10 l Z Depth �D ,`� bHeights ' �)2.-, Number of Stories 9. Size of lot: Front 1 1 90 Rear 23, D Depth 2- /©. 20 I 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P, 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 1 NO 13. Will lot be re-graded? YES NOYWill excess fill be removed from premises? YES NO (05 A)W1 S�tSsl-, * 113 �- 14.Names of Owner of premises 1 E Address F?ft U f N�N�10,11 Phone No.-71� -i--7 6 -951(a Name of Architect MI%{Z° L Kgcm ex— Address iFD X(D r37J G'WAqFdgne No 4 -91-&� 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 ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 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 Now York No.01 BU6185050 (S)He is the oun ry (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2-n of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _day o 20 lYl �0 IL Notary Public Si e of Applicant *pF SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road m�:ax(631)765- 5 P.O.Box 1179 roger.richert(a--own.soutF9oi � ny.us Southold,NY 11971-0959 OILY N � U(�Irl, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: oZ (412 Company Name: 4 's ( -(Zt C_ Name: o(3 QZLL F_LA S, License No.: — F_ Address: , a . (3 0 V11- a2.4 "5 u_4�o Phone No.: JOBSITE INFORMATION: (Indicates required information) *Name: ( A S SEA *Address: oo K.r rA A d n� *Cross Street: L A1-1 r E—Z0 *Phone No.: 9LZ _ 767 -- q 4 / V Permit No.: _ 3`7() Tax Map District: 1000 Section: 3 5 Block: S Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) fJ6t.J (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 e 3Phase 100 150 200 300 350 400 Other Phas *New Service: Re-connect Underground Number of Meters r Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form �� e- c� Town of Southold Erosion, Sedimentation & Storm-Water Run-off w Z ASSESSMENT FORM L PRO LOC N: S.C.TM. 'SHE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A D1 t (�,� 'J STORM-WATER,t GRADING DRAINAGE AND EROSION CONTROL PLAN stnct e�-a-a oc —Co-f— CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT' Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within j 6q�/� 1 Will this Project Retain All Storm-Water Run-Off the Scope of Work for Proposed Construction) L Generated by a Two(2')Inch Rainfall on Site? p ' (S.F.!acres) (This item will include all run-off created by site Elb. Whet is the Total Area n Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed f i Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F.!Acres) PROVIDE BRIEF PROJECT DESCRIPTION iProwaeaddtlanalPa es�Needed 2 Does the Site Plan and/or Survey Show All Proposed Pages ) Drainage Structures Indicating Size&Location?This p� Item shall include all Proposed Grade Changes and �i�t'V' ISW61(le Slopes Controlling Surface Water Flow. q��„ )I DE N` e 4 Does the Site Plan and/or Survey describe the erosion C�,t'� (.s' and sediment control practices that w1l be used to control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period, 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surfacer El 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland Or ElY Submission of a SWPPP Is required for all Construction activities Involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to X including Construction activities involving soil disturbances of less than one(1)acre where !!!\\\ the DEC has determined that a SPDES permit Is required for storm water discharges. One Hundred(100')of Horizontal Distance? (SWPPP's Shall most the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the Not.The NOl shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activlty. 2.The SWPPP shall describe the erosion and sediment control practices and where Q Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Identify potential sources of pollution which may reasonably be expected to affect the Area?(This Item will NOT Include the Instave0on of Driveway Aprons.) quality of storm water discharges. NOTE: If Any Answer to Questions one through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice In a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional licensed In New York a Stonnalloter,Grading,Drainage&Erosion Control Plan is Required by the Town of that Is knowledgeable In the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(4)andlor km"IXueVon Is Required for a Complete Application) STATE OF NEW YORK, c, Stete of New York N0.0113U6165050 COUNTY OF...........................................SS u8iffied in Suffolk County r ..................being On EXpin3S April 14,2© That 1 ••••.......••(Name of individuaisigning Documstiij g duly sworn,deposes and says that he/she is the applicant for P rnut, And that he/she is the ............................................. Agent.Corporate Offcer,etc.j.......•....•..•..............••..........•.••••.•......••..•. Owner and/or representative of the Ovimer or Owners,and is duly audiorized 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 mill be performed in the manner set fords in the application filed heremith. Sworn to before me this; clay o ... .�.. .......... .20.0' ........a. --k). ........... : j`\1VL:. Notary Public: ...arU' ..:..��................ 1....................... ...... ...... tialiure of Applicant) FORM - 06/10 SO!/j�o! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �4UM`l,N BUILDING DEPARTMENT TOWN OF SOUTHOLD August 16, 2013 Steven Massey 105 Ainslie St Brooklyn, NY 11211 Re: 3900 Route 25, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your C ificate of Occupancy: **NOTE: Affidavit for ground cover requir . �76 V r)j'J Application for Certificate of Occupancy. (Enclo ed) � 1 Electrical Underwriters Certificate. (contact your electric' A fee of$50.00. Final Health Department Approval. 4 umbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37018 — New Single Family Dwelling B. P. 3 7o g I 1 BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: Date Reviewed: c Applicant: Owner: Architect/ ^..__ Estimated Cost:-� SCTM# 1000 5 — _Subdivision: F ` e26�-Zone: Conforming? Property Address: 3wo :. 2d City. Pre C.Os? Building Permits (Open/Expired): BP ___ -Z/GO Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: - BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: SinLyle& Separate Search Reouired? Y or'Y' Determination: STORMvNl' F.;_.Rt4N Q,FF REQ. Lot Size: f avp ACT. Lot Size: _ 3 REQ. Lot Cov. o1 0% ACT:Lot c ow REQ. Front , -D ACT. Front * Side S i ACT. Side -' REQ. Rear ' PROP. Rear T REQ. Height. 3 5 ACT. Height R E-- it, seT11 SI DEStZ C T P je t Descri ion: 3 �- Waterf opt? Y o N? , If yes,twat bod p—� Panel# Flood Zone: r' Bi ad 1 f Distance: ADDITIONAL APPROVALS REQUIRED QL�}N 5(+�� SIGNED, SFri�ED SuP Ey oR SITE PI-AN Suffolk County Health:Y r N- If yes, *Bed#: *Date: (2f/6/C'7r *Permit#: /o—/o� yos�`J Town Septi : Y N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 911/75 Y oeg- Date: eirhit#: or NJ Letter—Notes: Southold Trustees: Y or,&- Date: _/ / ni& or NJ Letter—Notes: Southold ZBA: Y org- Date: /_/_ Pe VH: ` —Notes. Southold Planning: Y or(' - Date: _/ / lerliiA#: —Notes: Town Landmark C of A: Y or6)DTE: _/ /_ *NYS CODE Compliance(page 2): Y or N CaNTRA<T49 LACENSt DIS/1B1L1 r LIA1 1Ty 1A/ol�I��yENS, Co�pEA/S.9Tloilp/ Notes: _ Fee Structure: a el—u —a io --- Foundation: bj SF X$ , V=$ )_0 ! 0 First Floor: 9,` 9-7 SF + Initial Fee: $ a"-e 6 D(>. Second Floor: ) `0--0 7 SF +Additional Fee �_): $ Other: SF SF X$ , =$ Total: SF +Initial Fee: $ +Additional Fee $ '*AS4 TOTAL: $ -d2lo_ 0 gL , b NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA,: `'` V .Ground Snow Load:20 Wind Speed: 1 M H Seismic Design Category:B Weathering: Severe -Frost Depth: 36"Termite: M-H- Decay: S-M Design Temp: 11 -lee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: _. HEIGFIT/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 CELLING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N SOW AND- SCHEDULE: MISSLE TEST RE Q MERITS: Y/N � EGRESS 5.7 S.F.. Y/N i a ' ,- ss°'� LIGHT 8%: Y/N TENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF DIRE PROTECTION.EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: (RE S CI MC K)j"' JO f 0 TOTAL CONIPLIENCE? Y/N (RETURN TO PAGE ONE) ~ ,, �� • � • . TEST HOLE PROJECT LOCATION EL.11.7 .51P�� DARK BROWN NON LOAM OL \ N `� 0.5 ` Z BROWN SILT N �\ `\ ML `yZ 2.5' \ WATER SERVICE CONNECTION Rp\\� 35� WELL TO BE USED \� TO BE COORDINATED WITH O GVRg FOR IRRIGATION \\ PALE BROWN / THE SCWA AND NYSDOT GpC\�' \\ FINE TO Sy N ONE ^o \\ COARSE SAND F�TF,Q7S ACV Ok Sw Of�� Q M pJ�. ,� i I 11.7'(WATER TABLE) SIC-P 10 / FL r _ NR p( OU`Z• / \ HIGHEST EXPECTED A` � / � � I WATER IN PALE F / � RpP�� 3-8'0,X4'DEEP �2 "oy i BROWN FINE GW EL.1.5 p�� ��4 ' 1 8' /DTrHING POOLS <J �"� 2 1 TO COARSE I SPA MIN. _ — Q ­o (� N r 2-8'HX4'DEEP50% ?C\ ��O T II SAND ��ppQ�Q`�\��° EXPANSION LEAG`kl`NG Pb� 6? 0�_� O 9�c\I I SW 0Q•` � K�--------- •�` c�N 0 °�2 i 18' LOCATION MAP _ 8' `� �'0 T G�\ I TEST HOLE PERFORMED APRIL 13, 1'=600' m MIN. \ 001 o I TESTHOLE \\ p p ib i 2010 BY MCDONALD GEOSCIENCE \\ ,� --------72------------------ten _ - LOCATION \\f yoy0�� v�f GROUNDWATER ENCOUNTERED \ !'' y 11.7 BELOW GRADE �-PROeOSED 1,000 \ � � tP N� r ' }---------------11 —__ _ __-- 10, GALLON�EPfICSQNK `\t� p .c SANITARY NOTES: �',--' II ROPOSED2STORY -] — _ \\`, \\\� O -A —10------ O 1. 4 BEDROOMS ARE PROPOSED FOR THE RESIDENCE. _ \I \ ,� — 4BEDROOM \O / ----- --- {NGLEEAMILYRESIDEN 2. THERE ARE NO WELLS WITHIN 150'OF THE PROPOSED SEPTIC SYSTEM. \ L /PROPOSED DPqVEW —9 PROPOSED `, / ---- _ SWIMMING POOL `. `\ ; 3. TOTAL LOT AREA AREA=57,693 S.F.(1.324 ACRES) 4. TOPO REFERENCES NAVD'88 DATUM CIO \ \T 1 �� p ` \� I I ___ SITE PLAN SITE PLAN PREPARED FROM SITE PLAN BY: r MERYL KRAMER ARCHITECT $ 6 .A a ;R II II III I'�% �\ 's \�`, `�\ ` 9, �\ S.C.T.M.DIST.1000 SEC.35 BLK.05 LOT 1 V Q 1 = \ �. III y `� II SCALE: > G�\ I , \ 2 oiL ` Kc' N I \t���\� \ �JJ 1CD u U r E0 to � P _ VV C Q J I � 5 -I Qwo ` 7 ' N ( S \ ur rj C L� REST Np' U . rl! ®F N6pp a' f� �QN v g �. I C�O� `\ , FOB\\�6' \ �`�, C yf IL O G. p,P5� 1 fl ; � 1411 tss j \ \ WATERTIGHT FRAME&COVER W/ Q r 1: / MORTAR FROST APPROVED LOCKING DEVICE CONCRETE COVER (- F , � . CONCRETE COVER PROOFING 24'fd PRECAST CONC.RISER BELOW GRADE \�,�,: �' / w Q d F.F EL.12.50± �� °ti Ll L1a }IJ -- -_- BELOW GRADE RINGS(12"MAX.HEIGHT) GRADE EL.12.2-- 00, G EEL 12.2+ \�<min. � 1'min � TRAFFIC BEARING SLAB s M 20° PVC WASTE LINE 2'MaxW,rI �Y '�„ FL m PITCHYs INCH PER FOOT 80 TRAFFIC BEARING SLAB b°8 4'SANITARY WASTE PIPE Tj INSTALL DUMMY RINGS AS NECESSARY TO PITCH 1/4 INCH PER FOOT a INV EL. 9.7 BRING PROPOSED STRUCTURE TO GRADE - INV EL.10.4 INV EL.10.2 ?o INV.EL 9.6 ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE 10'MIN. B'MIN. 4' LEACHING SOILS AS APPROVED BY THE SCDHS. IN THE Health Department Approval Stamp EVENT POOR LEACHING MATERIAL IS ENCOUNTERED, 4° EXCAVATION IS TO BE CONTINUED TO SUITABLE T DIAMETER A B'LEACHING POOL DErAI RINGS MAY BE REQUIRED.DIAMETER MATERIAL AND BACKFILLED ASETAILFD. CUTTING Plans are prepared by Condon Engineering,P.C. It is a violation ofthe New York PRECAST SEPTIC TANK DETAIL MYERS MASSEY RESIDENCE State Education Law,Article 145,Section 7209,for any person unless acting under HIGHEST EXPECTED GROUNDWATER ELEVATION=1.5 SCALE Condon Engineering, P.C. AS SHOWN the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to 1755 Sigsbee Road MAIN ROAD alter any item in any way.If an item bearing the seal of an Engineer,Architect,or SANITARY SEPTIC SYSTEM PROFILE Drawn by:JJC Mattituck,New York 11952 GREENPORT,NY Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall (631)298-1986(631)298-2651 Fax V" affix to the item his/her seal and the notation'Altered by'followed by his/her NOT TO SCALE Date:11/8M010 www.COndonertgineering.wm signature and the date of such alterations,and a specific description of the alteration. 2 SURVEY OF PROPERTY iv 51TUATE: CGREENPORT TOWN: SOUTHOLD SUEEOLK COUNTY, NY SURVEYED: oq-01-200a Oa-Oq-200a, TOPO 04-06-2010 FOUNDATION LOCATION 12-12-2012 SUFFOLK COUNTY TAX # 1000 - 35 - 5 - 1 5TA MAIN ROAp gQAD)CERTEMM fir,yr1A�T /����j��/f OW6 - STEVEMASSIEY �+ O w�` +V�+ MARGO S MASSEY STEWART T=INSURANCE COMPANYN�OI'?A"B TEL IE lY NATIONAL BANKo DEED (pppROXIMp` izr -------------- a 70 pouxo � O d_O O • ,w 3 Q 3 O O� t9 c9 A p0 . o � ; O D (�ppROXIM�TE4-( 2�4') DEE 294Oy sfiovzrw B 9. SURVEY BOUNDARY DETERMINED BY k-o-T 2 SECTION 2" VA OBVIOUS POSSESSION, MONUMENTATION p`M p`GRES FILE 110' 460E FOUND AND ADJOINING FILED MAP Map 0p Pp 6 Ig65 'FILED APRILAP OF ORDHa 5 FILE No. 4605 SECTION 2' FILED OF NEq/ r s O,p . �S�� � vorau.a demon a•addta m a wmg eq bovig a rwrd bid ..d Y a Wlalfot d rctlm'Oo4 1 d Ibo tbN Yatltd�6irdbe tag.• NOTES: be MONUMENT FOUND O� nvkW nth m add d tond mP+d Md dad (MMwod to be� 0 PIPE FOUND yw,1 Arocldlond opw tb*nr arWk,*V r rd M TOPO REFERENCES NAVD '88 DATUM go c= tlo ro~t za d'Y'�w 22 addvad M Area = 5-1,ba35. F. JOHN C. EHLERS LAND SURVEYOR Area = 1.3244 Acres 6 I .Y.S.LIC.NO. GRAPHIC SCALE I"= 50' AD,N.Y.11901 369-8289 F 7 '6dR1 G 5URVEY OF PROPERTY 51TUATE: CGREENPORT TOWN: 5OUTHOLD 5UFFOLK COUNTY, NY �- SURVEYED: Oa-01-200cl Oa—Oa-200a, TOPO 04-06-2010 FOUNDATION LOCATION 12-12-2012 FINAL 08-23-2013SUFFO O Ap N gT ATE�pUTE O00 -35 -COUNTY TAX # �, MAiN 1Z �N�RTN �pAD) ' o SUFFOLK COUNTY HEALTH DEPT. ,�eFp��CR�7f�.F ® rkoLe O°"`' ,o REF. R - 10 - 10 - 005Q C1G1l6LLIlII'Llalls' O: S7C1EV1E MASSITYMARGO BMW_S EY pi'�Ar B SLY,2g4') S EWAR'IIT THTLE INSU RANCE COMIPANY f+rT DEED (�pp�zOX1MP m BRE)GEHAMFMN NATIONAL BANK. m � SEPTIG LOCATIONS a Cl rn FROM INSTALLER ° -- -- aq�7- ----121�--------------- rn Z ® E C V 5T 4a 5 IT LP2 48' 5 5' ` c+• FRPt HSE. �" o O O SEP 2 3 2013 LP3 38' 22.5 I ° ° ws w$v 3. . , ➢y 3 ---------- BLDG. DEPT. d "lJ2O c 4x�Q) TOWN OF SOUTHOLD " o n c9 3 SUFFOU-� L,Y 7 i'tRTFdEI T QF H f y ryT (��/,EA®LyTHFS/EgyRVICES ,:.iiS'�GL6'FAMILY RESfME 0 Gate SEP 1 ? 2013 �j SCE LIL I O 'i --- �— H.S. Rol..Na. � p �f D •OO S � e O $Fh- � ;,'act°cii5�::sa9 and«ater st. i; f^Ciii.i ��pp�OX11 i rEL 2$4) ine,,,dc 1_�and/or cE°tfiac by Ns DeO tmen'or ofa; ,q be satisfactory FOR A MA\:)(IIVMM QF �fcww to I DEED ]s OeLl-- � .1 sa _ � I Walter.j.R11bert, P. .,C l.rlle Office of Wastew2ter Manage ment I SURVEY BOUNDARY DETERMINED BY LOT 23 5EGT10N 2° FOUND OBVIOUSAND ADJOINING FILEDAP MONUMENTATION Mpp OP p�1L�6 Ig6E PILE 110- 4605 "MAP OF FORDHAM ACRES, SECTION 2" F1LED >°� FILED APRIL 6, IQ65 FILE No. 4605 UI thori:ed o"erotion or aaaltbn to a eurvey NOTES: b.a r9 a ikon-1 io 'w veyari>xal b a lolakbn of eechm 73txt,eub•Ovblon],of the New Yak State E—t-Low.' "GFily copleS lrom the w'Igglml of thb nu'vey mcrted with on arig'rnl of the land wrveyork MONUMENT FOUND eta Ped eed a all be acne ed be wlitl�trve OQ� -G tlfkdkro 1 i ted hereon etyufy thol thb eirvey was prepared F occorduee whh the ex- PI PE FOUND `� biny Code d P e tke Fa Lo A u veys adopted by the New York State Aewcidlon of Profe»Iwwl LOW Slxveyore. Sold—tlM dare a 11 run only F y to the penan fo nhan the wrvey b p epO ed. TOPO REFERENCES NAVD '88 DATUM 3 D LAND S .� � o= em a d to tha pee f the lend lllUtbn. Gertiiko- �T t o O<e IWL traref-,E to addlil—I ftllt.tWe Area = 1.32445. r J011.l�l C. EHLERS LAND SURVEYOR Area = 1.3244 Acres GRAPHIC, SGALE 1"= 50, 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVEREEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—C:\UsersVobn\Dropbox\09\09\09-151.pro n.sF s ' e}! 'I,t r f t, 3 kif� !�"!� �'T�'��y t��,� ! �•i r� �41+L, .. Vit 1•.:�i� ,a�:+�•.if Fr � G t' r 'i � � �••.�. > �,��.'��rw-�,�+`. �i f� MIA ,$•� � � ��,.�'.1�,`�.2� �b ;q, � . 1 i,Sf ►'. . .41 i '! •L•�t. l 'L.C•i�1 S-b '' �l a; ,�f. ,r W r, r �7' n �. r i• .�1``4�.F . A. -'1- r�'t �' t, � .Mt1 •,+ •ip S �.?ir` 4.++•r )' 1,j^ . �, r#1lY �! {77 Sad 7 '?J i i,, ��,�5 ,���. `S:k� d'� � r ��•'}�rd1 �;a .� ' r,�r. I.1D����a � !af i �.��.��:'. 1 `•�• � ` !�S�„� i�.'��li�l�� `cl etii� _ti ., .� r` 1 -� �1 s ". r� � E��� i`3tr � i. R �.,```''';;; >ti 1. 'r• SS �7 e r • e2 lie l ,as . i C` { 'f ,Y , ��- d d r 7 hi4r, - A3 , + ! ! � �' r •F. '�M.�� �' .� t. � .x ,� gip. � ire.�-.� r\'\1 _� A• y. ♦ � /. MAN �� .• <� `.p ,: 1 ,1C• „�6 �`1 ,•$:�� i,�". /�!1 y; � 1 ...+ b �a s:+ �7,j 'l1lF i ' ,`• - t:t4IF LR \` +NNNf �3 ✓ '`� (.iGf €� � _r�_• f _ _ r 4 � r 4ti� III i ��' •yew•-._,,, ,, - .�' 1 'I 1 t r, � •e Vi- ns 41 'F6 y�.Sam 41,0 ei Zr r ar - �P�cs4s 4 f_ cy.,i� ; fx�{►j �,r;: ,� y/r i,�+�-�'��'' �,.'t'•.., � - _'' ...r ;.•.. err '+� r r :. •� � �fF.' ;v y�Ct+•"'•��„^''����' - �!'" `""�° ..�' .•6- .'r;�"':'M`,'��;:�. - •¢'�+# •''"t.r�.,.�. + ,s ,4c yet _ ;�'s .- - '_-. �.;,t•. .�;, t t:- + '� � � -�« cew. „yam;, k q �; 3 '�. , r �.., �••ln�. 1 7 :*� -ra•: -� ,l t - 1 "a°r '� +r• �� t'SD �� ,$'''�Z .,,J3 ��'" �" ~ti 9 3L' � ... �„ •e.. y4v•. rA.� �,.� ,: �d � �.. .f,rs ,4� - ti`',.er+.' of ,�'''*° - -:S*•, y� � '3- �a'• �...�� .,r: J. IV 9..:. f,tE. F� a � ..V:• _ *lt'� �° j3xr. _ l",.1Y JJ 4► - -� .r ir'�*` ems"•a }�,� #• '°*'°+R'' k,., ' 7 # -'` ` .i _E. x �k � ,c.d{ -� ;{�{' 3 �. Y ..� r < !� ✓ Y• �. Y' -. � ,�f ram.. -, ;- Y"' A .� ...� g `y.-• _ t 3 r ° " N , � a s _1O1 v v t P r s' y, vY•_,. -+ � ,� p•f... �. -'>r- '�'pY,�, � °rt`.yw�: I � y.,e,=. � � �� 3:s } �IfisJ � � \1 1 F , i T f i x 1 „Tf �^ /ei>r..�... '- --. i_�,�ee�R Z'• � ,.f't f '�`4 ••.l` f_ y a ZR�I a' v _ a^J v 4 8' Al,�J �,�'. f� :-;,�•'�j' ' I #' >f!/ 9r { 4 S y 'c '�'.}� _ '.•I♦ �J.. S � �.!� r ..h.��� �4 �y(S ��3 -' �•�,.' � '{Y' a 0 .?� :fY rA _;. ...ry �) , � . - ♦ - a yid � a w to 'w lw v 4; , 19 arF, .. ' I .mot, .t•.. °~ C.. .. ,h- 4�' a ::4,�i, :.' x1. o,r-. � - 3 r= a ,-. ... � ;,'y" .. •,rra�w .F.wr �,as[x a,� ri ...-. r t �•' ,Y.sy�^�."0. *�.�_ „4.� •� },r•,. -a, �'_"" „eu" A" '4a ayt e 'C• S�. •� ... iJ ".:,-fie' i`- • R 1 L• a- - .�.; ! '_- ":�''i: �: "`D` ram'"`-ro.-�Fe •",rc" ;°.eR t, � �� .r :i.t �_ - y #L.�"� � �� � $}�`fs4 S01 �". .�'y^yy��, yk'�. � r f ys i✓" •ii- • R y. '`-`• 1 ,. 4 .' �,}fig 1 ti�-vol' _ ^. . ',l, 4- \Y ai r } -'� �- �,, 4 � .;.' 'Y1 �'-r� ,AF1(y t�&, t •ex.H"'. ,�y '� � YYA F- *»`� 7-7-- QY4pw y«. JA Vol Zv— mm _ x, l•` � �� x .u11}` iT+ .'�!," ' Y �' p'ta" ..' y ;� r \!l_ 1 -/� 1 �.t `T ' r 4 y r F"ate w �e - ^ a .+�,/•fir � a - r.+�`-� _� � ' ,.,�yy� s.� Sw," ,- x "�'^a'. y_ • .'� ...._. r R. .• _..Zpt ,r Y ��*�OP'1'-� `� �% '-'mow+., �+e'x !•"'e•�1.('f�i: `•� Or 7 Y ' <' _ x t "' .w.,t. e-*'i �y T ,a•i 51 .�.f�i i. .. _ '1� x` u ';#aa- ...•;aC,.�'rex 1 �At n j` ;" "::,t�• tr• r-r��. t'vT,1'f f �.J ky `( 1 r.. � ! ;; .. it 1 31, " F" e k+�' � .n o �,�' •. ��°k',�+d` _ eau®. ,--� ... _ t .Y r �t r 1 r 4 r t � w _ gyp, L. 4 1�r j re n. r f �,� -_ r ]rye` ♦ ' " � �` � �� s .�?`n ."`�,� "''"� '� �•" �ems+ � � r ���,� 7`a' .,�' ""`. • t O s a' Fr`+. �..�• * � +per,.-. ti �� `t` � "w� rx, - - � c�-w fir. •'"..�- " .,s.:iF a ,. '� ;�-: tri i kk J, MG:i i Y r • i' 1 . • IOWA 7 p i / R e. K , .+ c' e F - +► a, i Al. Q f r� 9 I j 00*401 Ad ' f :- r � _ r .f k� e ; � T` • � e"� 3�y�,.x 1'a. 'nTlgY.i„��.? r `` �i7,f C�'`:- \. 37018 ART :0 OF FIRE RAIS GABO SERIES USER'S MANUAL RAIS Gabo RAIS Vola RAIS Pina RAIS A/S Industrivej 20 9900 Frederikshavn Denmark Tel_:+45 98 47 90 33 Fax:+45 98 47 92 91 f C E l"1 E U Tested Beaverton AUS 14 &Listed by: Oregon USA c BLDG. DEPT. OMNI-Test Laboratories,Inc. TOWN OF SOUTHOLD i Specifications Single wall connector stovepipe-6"(15cm)diameter aL(dition; Chimney pipe-Class A,UL-103 HT,6"(15cm)diameter sure that Optimal Thermal Output—15,300 BTU(4.5 kW);range Is 12-26.7 kBTU(3,5-7.8 kW) i and Sub- Minimum stove draft pressure at above output—0.056"WC(14 Pascals) Ig IS designed Efficiency-74/based on DS standard ry the extra weight of the stove.The floor protector or plate must be.made of a non- Tested EPA emission particulate rate-2.13 grams/hour istible material. Minimum distance to non-combustible material-2"(5cm)Note:Non-combustible must a be solid cement or block(not brick or tile over combustible material). �atedal- oor plate must cover under the stove and extend 16"(41cm)(18"(45cm)in Canada) li Minl __ -__ , . it of the stove door,8"(20cm)beyond the sides of the fuel-loading door,and under F c,l De and 2"(5cm)beyond each side for back venting. In Canada,the 8"(20cm)floor ° f :tion is required beyond the sides of the stove and in the back of the stove(0"in the or the US). E c 1 installing the stove,the heat distribution to other rooms should be taken into aeration.The RAIS Gabo Series stoves have a heating capacity of approximately '(80m2)based on a standard ceiling height. N Description RATS Gabo RAIS Vola RATS Pina A Distance to combustible US" 11"(28cm) side wall Canada 13"(33cm) B Distance to combustible -US 6"(15cn) back wall Canada 8"(20cm) pp C Comer distance to side walls 4"(10cm) 3"(8cm) 4"(10cm) j. D Connector pipe to -US 18"(46cm) 18.5"(47cm) 19"(48cm) side wall -Canada 20"(51cm) 20.5"(52cm) 21"(53cm) E Connector pipe to -US-,11"(28cm) 9.5"(24cm) 11"(28cm) back wall -Canada 13"(33cm) 11.5"(29cm) 13"(33cm) !: F Comer pipe to side walls 12"(30cm) G Distance to furniture 36"(91 cm) H Front floor protection US 16"(41cm)from door opening Canada 18"(46cm) I Side floor protection 8"(20cm)from door opening Ceiling to top of stove 36"(91cm) Ceiling to connector pipe 1 B"(46cm) Note: A heat shield or protective wall may be used to reduce clearances if it meets the NFPA requirements.Contact your local Building Inspector for proper guidelines. Assembly Instructions The RATS Gabo, RAIS Pina,and the RATS Vola stoves come assembled.To add the Soapstone top plate on the RAIS Gabo,remove the steel top plate and replace with the Soapstone top plate and the 2 bushings that are supplied. You may also just place the Soapstone top plate directly on top of the steel plate.CAUTION:Soapstone is fragile,so f please handle with care. Mount the special RAIS collar using the included hardware.When installing the first piece of pipe(at the stove),place the pipe over the collar,which is designed so any moisture or creosote will drip back into the stove and bum away. If using a crimped pipe,cut that section off at the bottom and place it over the collar. Install the remaining stovepipe segments with the crimped end down whenever possible. 4 5 Awning Windows 10 iWindows Ax-SERIES Awning Window Opening Specifications(continued) Table of Basic Double-Hung Unit Sizes ter• geai0penmglnFullOpenPos)hon c ; $;k Scale 1/8"=1'0"(1:96) See custom sizing information below. Top of Subfloor to Cira�Opg Width, y Deptht w Glass VenT- ! Top bf Insi ie Sill Stop Overall llnitArea , `" P--7t/a" 11 t/a^ 2'-3 t a° 2'-5 t a" t ° t ° t " t " Unit Nu(nber Sq Ft (mom) , Inches c(mm)rn, fncfies (min) Sq Ft (m2) Sq Ft (rn') ? Inches (min) y,Sq Ft (m2) = Unit Dimension / / 2 7 /a 2 9 /a 2'-11 /a 3-1 /a 3'-3 t/a" 3'-7 t/a" 3'-11 1/a" 6 N. ,..,- :a (489) (591) (692) (743) (794) (845) (895) (946) (997) (1099) (1200) AAN2624 0.99 (0.09) 247s ::- (617)_, 5'% (150) 3.11 (029),..;•) 0.99 (0.09) 58Y,6 {1,47¢)„1 5.54 (0.51) - s ,.,,,s� -r, r - - .: --,;I .:. Mmunumc. 1 8..'= 2-Q ,_ 2 4' 2 6 2 8... _ 2,10 - - - Cottage and Reverse AAN2824 1.08 (0.10) 26 4c,s. ,(668),:,-.4 5% (150) 3.38 ., .: (0.31)-;, 1.08 (0.10) ,:r_58Ys .(1475)'3 5.91 0.55 .. .-._ : . .. ,. ,.,._ 3.0., 3 zr: ;3 8 ( ) g AAN21024 1.16 (0.11) 28 Y,6 .`:"`-719J:;{ 5''A (150) 3.66- 034 1.16 0.11 58 Yis 1475-1 Rough Opening, (508) (610)._: (711J- (762) ';; (813) (8Ei4j: Cottage available for all 1 ( ) ( ) ( ) 6,29 (0.58) (914)^, (965) (il}i6) (1118) (1219). ' s , -y , - 5 5 widths and heights up AAN3024 1.24 (0.12) 30/�s (770) j 5% (150) 3 93 (0 37) 1.24 (0.12) 58/,s (1415) + 6.67 (0.62) Unobstructed Glass 12 /8" 16 /8" 20 5/8" 22 5/8" 24 5/8" 26 5/8" 28 5/8" 30 5/8" 32 5/8" 36 5/8" 40 5/8" to 6'-7 t/4". AAN3224 1.32 (0.12) 325hs (821) 5% (150) 421 r(039) 1.32 (0.12) 58 Yi6 (1475) ;y 7.05 (0.65) (height is bottom sash only) (321) (422) (524) (575) (625) (676) (727) (778) (829) (930) (1032) Reverse AAN3424 1.40 (0.13) 34 5/, '{ (871) 5% (150) 4.49. '(0 42) - 1.40 (0.13) 58 Yi6 (1475) j 7.43 (0.69) Cottage Cottage AAN3824 1.57 0.15 38 5b6 " '973.? 5% 150 5 0 L t ( ) .� ( 1_3 ( ) 3 _.(0.47) ... 1.57 (0.15) •.:'58 Yis (1,4751,. 8.18 (0.76) u� o ,v,m ,n � E - T AAN4034 1.73 (0,16) 42 5ha,- (1075p i 5% (150) 5.58 (0 52)_z 1.73 (0.16) 58 Yis' (1,475);7 8.94 (0.83) �. % �i i �m � [Ell FE11 FE31 O � � - t AAN4424 1.90 0.18 46 Y,6 1176-� 5 rk 150 6.13 ' 0 57.• 1.90 0.18 Y" - 1- ® 2/a. ( ) { ).., ( ) ( ).._ ( ) 58 ,6 , (1475) 3 9.70 (0.90) ❑ ❑ /3. ADH1830 ADH2 ❑ ®.®1-�� AAN4824 2.06 (0.19) 505hs =?� (1278);z 5Y6 (150) 6.68. (062)',; 2.06 (0.19) 58146 (1475)._=; 10.46 (0.97) __ 030 ADH2430 ADH2630 ADH2830 ADH21030 ADH3030 ADH3230 ADH3430 ADH3830* ADH4030* AAN5024. 222 (0.21) 54 5hs ;� (1379)� 5 r/6 (150) 7.23 ,•.,;(0 67) ; 2.22 (0.21) 58 Yis ,,;',(1475):•;$ 11.21 (1.04) � � _- AAN5424 2.39 (0.22) 585hs s; (1481)=' 5'A (150) 7.78 ).; 11.97 1.11 ) rn o, ��� m 9. (0 72) j 2.22 (0 22) 58/,c .(1475 ( ) , , . .AAN5824 2.55 (0.24) 625h6 ? (i583) 5% (150) 833 (077) 2.55 (024) 581/k (1475)- 12.73 (1.18) m v `` � v ❑ . © ■AAN6024 2.71 (Stop) 665hs,E (1,684) a 5'A 150 8.88 '. 0.83 xN. 2.71 Stop 58Ys 1475 i' 13.48 125 ■ [31 FE11, ( ) ( ) ( ) ( ) ( ) ADH1834 ADH2O34 ADH2434 ADH2634 ADH2834 ADH21034 ADH3034 ADH3234 ADH3434 ADH3834* ADH4034 AAN1828 0.59 (0.05) 14 s (363) 5''A (150) 2.08 a(019) :'a 0.59 (0,05) 54'b6 '41, 73)_;� 4.18 (0.39) E] ^; _ E] AAN2028 0.75 0.07 ""( ) 185h6 (465),,.f 5 r6 (150) _2:74• .:'(025):_7 0.75 (0.07) -'` 54 Yis -(1,373):'•1 5.05 (0.47) - AAN2428 0.91 (0.08) 22 5'% (150) 3.41 (0 32),1 0.91 (0.08) 54!66 (1,373) ) 5.91 (0.55) o \ ~ • • - AAN2628 0.99 (0.09) 245/6 ,;' (617)' , 5Ya (150) 3.75 (035) >a 0.99 (0.09) 54Yie`, (1373). 6.35 (0.59) t AAN2828 1.08 (0.10) 26566 (668) e] 5% (150) 407 ;(038) { 1.08 (0.10) _:•54'b6 :.'(1373)`: 6.78 (0.63) ADH1838ADH2038 ADH2438 ADH2638 ADH2838 ADH21038 ADH3038 ADH3238 ADH3438 ADH3838* E1.8 .,E] ADH4038* AAN21028 1.16 (0.11) 285/,6 ; 5% (150) 4.40 (041) A 1.16 (0.11) 54Yi6 :;(1,373) j 7.22 (5.67) , 0 BE] AAN3028 1.24 (0.12) 305/I6,' (770),':? 5% (150) 473 ,:.'(044)- 1.24 (0.12) 54Y,6 3,373;=:j 7.56 0.70 AAN3228 1.32 (0.12). 329i6 (821)%;:a 5'/e (150) 506 (047J 1.32 (0.12) 54Y,6 (1373)", 8.08 (0.75) = v AAN3428 1.40 (0.13) 34 5/is (871)._ 5% (150) 5 39• 10 50) ,i 1.40 (0.13) 54 ys ;S:(1,373)i� 8.52 (0.79) 13 El El [3 0 AAN3828 1.57 (0.15) 385hs (973) 7 5'6 (150) 605 (056) 1.57 (0.15) 54Yi6 (1373) 9.39 (0.87) _ 0 ADH1840ADH2O40 ADN2440 ADH2640 ADH2840 ADH21040 ADH3040 ADH3240 ADH3440 ADH3840* ADH4040* AAN4028 1.73 (0.16) 42 Y4 '. (1075) 5'% (150) 6 71 (0 62) 1.73 (0.16) - 54 Yi6. (1373):'j 10.25 (0.95) _ AAN4428 1.90 (0.18) 46 YW (1176) 5/a (150) 7 37 _.(0 68) ,; 1.90 (0.18) 54'1& :(1373)," 11.12 (1.03) \ N AAN4828 2.06 0.19 50 5/16 1278 i2r ,5 r/s 150 8 03 `:} 0 75 ` 2.06 0.19 54 Y6 1 7 •r'S ( ) ( ). ( ) ( ) ? ( ) ( 3 3) 11.99 (1.11) . 00 11 El El 11 El [D .0 E AAN5028 2.22 (0.21) 5'A (150) 8 69 2.22 ' ❑':-(O81) (021) -r54h6 (1373) ?,i 12.86 (1.19) AAN5428 2.39 (0.22) 58'/s =" (1481)= 5% (150) 9.36 (087)- 'I 2.39 (0.22) 54Ya (1,373) j 13.73 (1.28) AAN5828 2.55 (0.24) 625hs °' (1583) ) 5Ye (150) 1002;' '_ .(093)„::) 2.55 (0.24) 54'/is (1373)';' 14.59 (1.36) '. ADH1844ADH2O44 ADH2444 ADH2644 ADH2844 ADH21044 ADH3044 ADH3244 ADH3444 ADH3844* ADH4044* AAN6028 2.71 (0.25) 66 5hs -? 1,04)`? 5% (150) ;':10 68•.; (0 99) ';_; 2.71 (0.25) 54166 (1373)_:f 15.46 (1.44) AAN1830 0.59 (0.05) 14! ' (363) ,f 5.% (150) 243 (023) =a 0.59 (0.05) 50Y,6 .:(f271)'�{ 4.71 AAN2030 0.75 0.07 18 566 'Y'1 465:> 5% 15 (0.44) ( ) � ( ) ( 0) 3.21 - (D 30) ,q 035 (0.07) 50%s - (1271) 'i 5.69 (0.53) 80000HE] EI [I 13io" ❑ _ AAN2430 0.91 (0.08) 22Sh6 (567): 5'A (150) 3.98• (03Z).`. 0.91 (0.08) 50'hs :(1,271) ;, 6.67 (0.62) v N AAN2630 0.99 (0,09) 24 5hs `, (617) 5% (150) 4.36 :(0.41). 0.99 (0.09) 50`Y,6`' ,,(1,271):,,j 7.16 (0.67) AAN2830 1.08 (0.10) 26Yu ;' (668) j 5r/5 (150) 475: (044) ? 1.08 (0.10) - 50'%6 : ':(1271)-Ij 7.65 (0.71) ADH1848ADH2048 ADH2448 ADH2648 ADH2848 ADN21048 ADH3048 AD ADH3448 ADH3848* ADH4048* AAN21030 1.16 (0.11) 28Y,6 (719) 7 5% (150) 514 (048) ';{ 1.16 (0.11) 50Yis `(1271)_:;j 8.14 (0.76) AAN3030 124 (0.12) 30 5/,6 , (770)t.j 5% (150) 5 52 '; (0 51) 1.24 (0.12) 50 Yis (1271) ( 8.63 (0.80) o AAN3230 1.32 0.12 32 Yu _: 821 { 5 Y6 = o •( ) ( )' (150) 5 91 (0 55)' j 1.32 (0.12) 50'/,6 (1271)_-;j 9.12 (0.85) = AAN34 0 1.40 .1 34 5h6 71 :7'! i? v - ' 3 (0 3) _ ,:; (8.),,.; 5/6 (150) 6.29 (0.58)'�„ 1.40 (0.13) -- 30'Y,6 9.61 (0.89) AAN3830 1.57 (0.15) 38 5/i6 7 (973) ;`i( 5% (150) 7.07 ':(0 66):;1 1.57 (0.15) 50 Yie {1271);' 10.59 (0.98) AAN4030 1.73 (0.16) 425hs . ;,(1075)_) 5rk (150) 784 (073) j 1.73 (0.16) 50'hs. '_:'(1271) 11.57 (1.07) ADH1850ADH2O50 ADH2450 pDH2650 ADH2850 ADH21050.ADH3050 �ADH3250♦ 7ADH3450• ADH3850** ADH4050N AAN4430 1.90 (0.18) 46 5/is (1176).; 5% (150) 8.61 (0 80).� 1.90 (0.18) '...50 Yis ::(1271) 12.55 (1.17) t; AAN4830 2.06 (0.19) 50Y,6 11278)i,j 5% (150) 9.38 '(087).,a 2.06 (0.19) 50'fis (1,271) 13.53 (1.26) AAN5030 2.22 (0.21) 5456s. (1,379)? 5 r/e (150) 10.16 (0.94)' 2.22 0.21 50%.. 1271'r.� 14.50 1.35 ( 1 (, ) � ( 1 aoDaO AAN5430 2.39 (0.22) 585hs, '" (1,481)_^ 5'/a (150) 10.93 (1.02�:3 2.39 ;(1,271) ;{ 15.48 (1.44) `�(0.22) `50 hs w AAN5830 2.55 (0.24) 625/ts ,'';11583);;i 5% (150) ;_ 1170 :'-(109):i' 2.55 (0.24) 50Vo (1,271)s=1 16.46 (1.53) AAN6030 2.fI (Stop) 665hs (upona t ral fight 1247 (116),3 2.71 (Stop) 50'/s: (1,271) 17.44 (1.62) ADH1854 ADH2O54 ADH2454 ADH2654 ADH2854 ADH21054 ADH3054• ADH3254• ADH3454• ADH38544* ADH40544* •'Top of Subnoor toTop of Inside Sill Stop'is calculated based upon a structural header height of 6'-10/,' (continued on next page) a � - Custom unit widths are available in 1/8"increments Divided Light Patterns 1/8"increments between 16"and 48". ' ' See page 74 for available divided light grille patterns. Custom unit heights are available in Not all patterns are available in all configurations. 1/8"increments between 28"and 96" for equal sash only. - k *Two locks standard on these units. *These units meet or exceed the following dimensions:Clear Operable Area-5.7 sq.it;Clear Openable Width-20";Clear Operable Height-24, •Rough opening dimensions may need to be increased to allow for use of building wraps,Flashing,sill panning,brackets,fasteners or other items. 24 •"Unit Dimension"always refers to outside frame to frame dimension.Dimensions in parentheses are in millimeters. ' 25 REScheck Software Version 4.4.3 NotCompliance Certificate Project Title: Myers / Messey Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Rt 25 and Wiggins Lane Margo Myers Brett Kehl Greenport,NY 11944 Rt25 and Wiggins Lane DAK Assoc.LLC. Greenport,NY 11944 PO.Box 1675 Southold,NY 11971 Compliance:Passes using UA trade-off Compliance:17.7%Better Than Code Maximum UA:384 Your UA:316 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or •• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1172 30.0 0.0 41 Ceiling 2:Cathedral Ceiling 294 30.0 0.0 9 Skylight 1:Wood Frame:Double Pane with Low-E 16 0.330 5 Wall 1:Wood Frame,16"o.c. 1386 19.0 0.0 83 Wall 2:Wood Frame,16"o.c. 839 19.0 0.0 34 Window 1:Wood Frame:Double Pane with Low-E 135 0.290 39 Door 1:Glass 94 0.300 28 Door 2:Glass 21 0.300 6 Door 3:Glass 24 0.300 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1372 19.0 0.0 64 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version . . d to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 12p)2, Name-Titleur 11,4t Y Si ture Dat O,p Ir r— - r w D C ll U fn , W o ° 07 F� ROFEsslo\ P SEP v 7 qn1) BLDG.DEPT. TOVdfd OF SOUTHOLD Project Title: Myers/Massey Residence Report date: 09/05/12 Data filename: C:\My Documents\REScheck\Myers\Massey.rck Page 1 of 1 REScheck Software Version 4.4.3 E C Gomplia nce Certificate AUG 2 7 2012 Project Title- ers / Messey Residence Title- Energy Code: 2009 IIECC Location: Suffolk County,New York Construction Ty Single Family Glazing Area P entage: 12% Heating Degree S: 5999 Climate Zone: 4 Construction Site: fAgentt: Designer/Contractor: Rt25 and Wiggins Lane Margo Myers Brett Kehl Greenport,NY 11944 Rt25 and Wiggins Lane DAK.Assoc.LLC. Greenport,NY 11944 Po.Box 1675 Southold,NY 11971 631-765-1862 Compliance: Passes using UA trade-off Compliance:15.1%Better Than Code Maximum UA:372 Your UA:316 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1172 30.0 0.0 41 Ceiling 2:Cathedral Ceiling 294 30.0 0.0 9 Skylight 1:Wood Frame:Double Pane with Low-E 16 0.330 5 Wall 1:Wood Frame,16"o.c. 1386 19.0 0.0 83 Wall 2:Wood Frame,16"D.C. 839 19.0 0.0 34 Window 1:Wood Frame:Double Pane with Low-E 135 0.290 39 Door 1:Glass 94 0.300 28 Door 2:Glass 21 0.300 6 Door 3:Glass 24 0.300 7 Floor 1:All-Wood JoistlTruss:0ver Unconditioned Space 1372 19.0 0.0 64 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Myers/Messey Residence Report date: 08115/12 Data filename:C:\Prograrn Files\My Documents\REScheck\Myers\Myers\Myers.rck Page 1 of 4 Generated by REScheck-Web Software Compliance Certificate Project Title: Myers Massey Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Albany County,New York Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Glazing Area Percentage: 15% Heating Degree Days: 6894 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 3900 Main Road Margo and Steve Myers Massey Meryl Kramer Greenport,New York 11944 Meryl Kramer Architect Po Box 683 Greenport,New York 11944 631-477-8736 meryl@mkarchitect.com Compliance:1.50/6 Better Than Code Maximum ILIA:397 Your UA:391 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Perimeter Assembly Area or R-Value R-Value or Door Floor:All-Wood Joist/Truss Over Uncond.Space 1542 30.0 0.0 51 Wall:Wood Frame, 16in.o.c. 942 32.0 1.0 38 Orientation:Front Window:Wood Frame,2 Pane w/Low-E 30 0.350 11 SHGC:0.31 Orientation:Front Window:Wood Frame,2 Pane w/Low-E 30 0.330 10 SHGC:0.27 Orientation:Front Door:Glass 21 0.330 7 SHGC:0.25 Orientation:Front Wall:Wood Frame, 16in.o.c. 411 32.0 1.0 16 Orientation:Right Side Window:Wood Frame,2 Pane w/Low-E 30 0.330 10 SHGC:0.27 Orientation:Right Side Door:Solid 21 0.540 11 Orientation:Right Side Wall:Wood Frame, 16in.D.C. 983 32.0 1.0 32 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 30 0.330 10 SHGC:0.27 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 7 0.350 2 SHGC:0.31 Orientation:Back Door:Glass 216 0.330 71 SHGC:0.27 Orientation:Back Wall:Wood Frame,16in.o.c. 460 32.0 1.0 18 Project Title: Myers Massey Residence Report date:01/20/12 Data filename: Page 1 of 6 Orientation:Left Side Window:Wood Frame,2 Pane w/Low-E 52 0.350 18 SHGC:0.31 Orientation:Left Side Ceiling:Structural Insulated Panels 2393 29.0 86 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Myers Massey Residence Report date:01/20/12 Data filename: Page 2 of 6 Generated by REScheck-Web Software Inspection Checklist Ceilings: ❑ Ceiling:Structural Insulated Panels,R-29.0 assembly R-value Comments: Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-32.0 cavity+R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall:Wood Frame, 16in.o.c.,R-32.0 cavity+R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall:Wood Frame, 16in.o.c., R-32.0 cavity+R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall:Wood Frame, 16in.o.c.,R-32.0 cavity+R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E, U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E, U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: Project Title: Myers Massey Residence Report date:01/20/12 Data filename: Page 3 of 6 ❑ Door:Glass,U-factor:0.330 Comments: ❑ Door:Solid,U-factor:0.540 Comments: This door is exempt from the U-factor requirement. ❑ Door:Glass, U-factor:0.330 Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air,leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or Project Title: Myers Massey Residence Report date:01/20/12 Data filename: Page 4 of 6 UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 219.8 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 329.8 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 164.9 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 109.9 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: O Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Lj Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. O Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. I] Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. I] Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: Project Title: Myers Massey Residence Report date: 01/20/12 Data filename: Page 5 of 6 Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect labefor other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Myers Massey Residence Report date: 01/20/12 Data filename: Page 6 of 6 �J( 1 a York Energy Conservation Construction Code ertiicate Insuiatign Rating, Ceiling/Roof 29.00 Wall 33.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): .. . Window 0.35 0.31 Door 0.33 0.27 ,Heatin. .. Heating System: Cooling System: Water Heater: Name: Date: Comments: i i 1 °t•rw,; �. r,4,.: #.�--ndra .»,,, �,' 'a',! :� "'' •.t;_; fE.`r'� :tea.' . -'n.l=w` x _ a a.+- ,..- ,, .'s ` � . ". ' ."a; xt �, ' ,:7RY r t 'Elies�P' Ra�vi�aw 06.21.2011 Bid Set 01.17.2012 y �"K"'e.,k,e;i "'n'' +�;,_ ',m.;l•,,w,.'"Ste.,... * ",�:' .,.,"r''�F�,' , ,.<'�a;�"'„' i ,,1+i,+t.' e?'':.„,V..'r#`:�;•+asA :'�',,pS�e.�Yq". .a,,°"s,.,''�,.`.4.'.-?s•, ' � �'.�r•' .''�d 00.00,2010r .rm,6 Set�Kfi." yg. q I _ 'i:t" 'f',•^` ?` ... .;i 'r}"?;''+`W'.,« .' 3;$ ._;� , ..,fin ;,�,� Construction Set 00.00,2010 '"3 , •Yro'.e. ;s�.'":,r,$ ,fit, 4-e. ';t ,� - r,a�y.r. ;:,+,2 # ;,f. Y y'F .�'�M, p &„e!.,*.a�n °"iw., +N `' Issue Date: 12.19.2010 .m.. 't i;>,y� •-p,k-' '� ..w. - '. yc'' '°'*r 'v'.• i"` {'.'�`' 9q ! ,sYY r'j,�°, qq qe y b e `er*' �: +tea ; ". n s » *° `. �c A" & •" `, i,,a X r r¢ :, ' ' x1�' ,, 4 e.;;�.�., ',4, �_•,. .« '`�� Revision Dates: tr :.,,��N:. .:W�' ., t§,t, ,zv•t�' �` c.'.`% r�y"'A' ,� �'�° �� '�?,�.��. �+.,. n �., ..� � y,�t `,�,r�i" 'Wi.34,r .k.!'� t l [//['1�,, PAR\��� o :; m; j'. ,.a, '^r'.a "q.>• >ji" 1,,jq�'y` «�$p� yWrae- ,�*.^3g .Yt '1' + ,.'. ,{.:, a.. 4 .• ':v`` 7 .,�.,.•?, g•'_ye' +. °�C ,i.F''•S ,�ptYR.!Y'.�°„afw'C+ ..sr„^' a n rd1, •t4 "',, �,:• 1 tF'_• . '" +. �y S [A�, I i arc S ..sz ss• dl"M � � UL �� V� x . „ wn o x.r '`' z °` - •;t' igitx V. -P �/'�jt., es.Ian It N�p0 ** �ro+Fwl & " oP�� i6+ : "a ° �i, 4. •a + F n { • O .tt�` "t e ,� .'Yr j Y s. '4 b x r` {" �, 3 J ♦� a •a "1 5 '�w ,'+�''" �6 Yrrai[`� �e `�p / \ .bfPb' h 'F '�WH a' 'C » ,t^;.Y`; ',`INN, f,q.a t e� I", CORO w!' d d,.�•�,_�,�^ ,:�� =r� .'�-e' � {�a� Y� la;, ♦ V� / • to n'<#R & r. + on �'•y`r,,R N" 1R,am'. Y '+ v ' t ^� CY • C(� ;ze ? ,,:3: t •t• 'k e r q '� T zE'•`�' A Asr s, Y :�'t r \O�C�,"� / O�C 7vo. '-,- ..�.✓��'- '4 „ '."'�PAf'r �6'�, ',re .P�'� :'ie!f 9" q{,y. .�4>,�, �t' 'S:";,'.,,�Nro' "d 'x a °�R.q� s ♦ 7 4� \ ',': i"` '.,.*MW r<s y� e �,�,,,�,,,r ,s,��r .y Ewa,.& '{ {,., %�1.: w; yw�z>.Y'a, \ ;; *.' ate; "��r"x w' .r : ��� i M ° ��E0 ARC/y/ ♦ A ����G �� ,m',;t¢`:' i ' +t<y,;; , a► ' j�p} " `.. KR,q - � ♦ r�� I / \, u"d �t."!!,'�'` �`x��F �,�7�Y�•`T-" •,� >�'s3 •! �* �}'R� �a� ' '��'� vt e a y �,,q�di�9�L�h 6� r:�it:'�` -} 4 ��' -�� ��F T,"'�,t�Sw I.,p ,. {.: �: •``:� �Q O� ♦ Q`'O� /, ' ro,,"'" Y P h .�. ^'•yf*y •`` ^' r' �: ""� �i,M•+ neN:'�si' 't#'L:' °`�'+ '4.r 9 ` ♦ S�V``� /, \ ,�.",I � � � _. -1i, � f • { tom 4 e .., * + F' rv� } T SAP ♦� ya' ry, i -t .:4 a 4„? 9 k f tN$" `: it •,. tla'` 5 "• " z, f` w . r • / i .,w# " �'Vie. '• �`� 1r8e1� _�'"em, ¢ r,q,_.:.J 71n „r y�,,"t +� r" e7 _ Q wO� \ • J \• '�'. .' -�`•"' '�;k���„ N `a( ,' `�+Y i`. 'si�*,'�f' "" ",�a� .,� ,z.�•� �j fit Cy"i �oa/'o� o� o" ♦ / O - e3 ' : ' L r ^y�'�';°'° ''A�" " y�rc`a j1;,. �'` ,� =SJ •vA ., , xr' Ae� "• QZ+LPiC'� P� � , Ot / b, \ r.=: b s = �, �i = ""r 4S '>i'."; ;•". .•' :i`'° r �E OF N��N O 02 9 / rt . I� - > r - �. y �•P^Y`�m:,.'k �' ♦ / p"^°paz` e# d °I;; ..a•� •, 4�� ��„`,y, .:s •i,11 �. `,.w �` nk �, �yt � �t •\ / \ �V ♦ L o S�o -• '�k.,• ,y :.a`= � _ ro ,,c•'^ w !y„��.t,,`• tt� r•Y,� �.' `,,^''' ' ' �S"` `• 'G.`y^ "'�, 1 / Pw• • �� O ��• Qp� \ err "wA,, i- t ! a"'fi Q_y\`�• 00000 _'' ka' as ,r/.'M �f"" {,a$ ,.,y y`+ '.<. # ; ..' C t• �y ,+� '~ ,-t'+= ,`�p �° '� '6�„ f'�. �,�. '•i0�•� y w��'P a„ r�`'y,4.b k�,�-e, rc' Swk w"µy�-w"ram! ,n�: - :".: >sa t„ .. . /• -O�\M ; ,�' ` \ �•.� 4 '.w: �, v •, ,, i,r'•'t�� a ..5� ;'Ytd ' �,iw• 3 ' 's 'ft't `' ' +t ' ''` :' .,a " ', +a t ` / a 2 / � ___ ,��, • ',�' ±n. � �'- ,� COYIPL ALL CODE Y WITH b O PQQ \\ O O �'--� �j � T w` ��; ' ' :: E`L ` . . a :F : a Y '' NEW & TOWN ODE t n �� o -: .fig ' �» , : . '» ORK STATE S / • I ,,.-`'��G�G ♦ gA min �,�(S� �` \ \� p'� ��/� �L 3'., u N� '" R r y 41 M [/�!' AS REQUIRED AND-ONDI-TI NS-0OF. ' '.O re ,O�ee /. /•/ \"O�,rno\ \ V. -`k '� 4' y5' y �yy LL , 4x1,ag'� F+}''}~•k '.l't8rt`*�Yw,"-'�F q t �� / ../�/-- ;i ♦ t `�� {-`�S V / �. �`, i o ;r 't - _ 9•t a y,�"�,r �,? .. r,�:- ��y-c .a * 1 I'� SOUTHOLD TO NNZB, t, ,! i/ �/ ' t ��� J -//• \ , �j. ��/ Y�!'t,','� {.µ 4"`ry �,j,'^,4., 4. +� d�' A .um " ' ��, a 'i I� ,�• ,A� o / � �/ � �rr i' "Y',.r •d � K1'.'� ,d 't� •�,t� 'k � r I i- Y •��' t•.`�� '�?' ,t� I I I''I/� \ Q , .:� F i e �. ' ►. :a$ '*:a. :=k.s�. . aF , ,;.. �: r SOUTHOIC� C"hNPLAN�v vGBOARD • `.tom I \ �, Y- o e ,� g f Y y. .; , i. .ys'' +v 3 �r'^' 1 ,t • �j'' 4t } r t? ` M Oocp _O \ \ 4 O O a " =; w ,r�e AY fli ;: , aE tl / , `t=..,'a:' 3 '� r�. •.3:., , },. .r� " eSr;r' �, „<. .;'M., ',r,•g,'�y,+'i,�l SouT T 1 I `:`:: ��� ` / �. ;'_ \ cr O \ tc� la �_m_ N. S.Dcn -yam O ON r P►• "PING DO NOT PROCEED�'"7TH " • / �'� , �� � j ' -_ �2 \ �o Q \ `�' '� Site Location Ma ALL -ING WASTE FRAMING UNTIL • / l' ✓ �11,,-a C .��P►G� K.� .�T L \ i� O ca e: TESL�.(a�� , �I,ES NEED OF FOUNDATION OC�TIO"� t RD S // - \ y� \ p� •n i I+v,a BEr GnE COVERING HAS BEEEN APPRO%rED. J Drawin List: Bid Set 13 /'/ QioQ°'eoo�ste�c°`' i_ rtw" - \ Drawing Legend: - eLp a ,�a _ \ \ Sheet# Sheet Name Date = _ _ _ _ _ . Wall To Be Removed ,__ _ _ �b ' _ _ \ \ Wall To Remain i 9 ! _ - _- - _� ���A� - - �' Cover Sheet 01.17.I2 _ t - - \ •� New Wall -001 Specifications 1 of 3 01.17.12 01.1 .12 New Foundation Wall -0Ot.l Specifications 2 of 3 7 O�AO, \ 00 -001.2 S ecifications 3 of 3 1 1712 0 -------- g� o\,; \ lines Above opo' g�'0 `•'� -002 Door Schedule&Elevations 01.17.12 - t� \ ---------- t i Lines Below \ �;,.,,� ;:g•N. , -003 W ndow Schedule&Elevations 01.17.12 . 8 '' - ••—•—•—•—• Guidelines •100 Basement Plan 01.17.12,' Fence i �'� a \ 9 \ w• -101 1 st Floor Plan 01.17.12 i b - "`�^ , \ -102 2nd Floor Plan 01.17.12 101 Door Tag / -103 Roof Plan 01.17.12 f / \ ' gyp. \ ././• �J -200 North/East Elevations 01.17.12 101 Window Ta -201 South/West Elevations 01.17.12 g 0 ..J_ .,, . Section X, O� •" �/ \ _ / / -300 BuildingSections 1 01,17.12 Sheet -XXX -301 BuildingSections 2 01,17.12 A ,\ �' , // / G� / %-100 Plumbing Fixture Schedule 00,00,12 � I Detail Tag 'O //• '�� I `• 401 Interior Finisl. Schedule 00.00.12 •�•� 'JO N \ �,./ wXIQ / -402 Kitchen Elevations 01.17.12 �� \ 6 /• G ��P \ -403 Uvin Room Elevations 01.17.I2 Elevation Tag \ /,,.•�G'Ot R` \ 9 / • -404 Laund Elevations 01.17.12 ,405 Bathroom Elevations 01.17,12 X -406 Omited 01.17.12 X XXX X Interior Elevation Tag / A•407 Exerrise Room Elevations 00,00.12 X O \\ / , -500 Wall Section Details 1 01.17.12 p0.p• `\ \ /,/ t� / . / -501 Wall Section Details 2 Z02 Exterior Door indow Details 01.17.12 �► � �`l � .� so3 Interior Door Details o1.17.12 RETAIN STORM WATER RUNOFF O p � aoo Main/Garage Stair Details o1 17I2 PURSUANT TO CHAPTER 236 �.� ` \' 'I,�j rL OF THE TOWN CODE. 00 `�Q •/ E-000 Omited 01,17.12 M E R Y L K R A M E R E-100 Basement Electrical Plan 01.17.12 e r a h I t e a t / • 000' Ott E-101 1st.Floor Electrical Plan 01.17.12 • E-102 2nd.Floor Electrical Plan 01.1712 218 FRONT STREET P.O.BOX 683 OREENPORT,NY 11944 1 ' / • / bbo�1 GCS �` �b�5 M-100 Basement Mechanical Plan 00,00.12 f. 1 --5 \ \ / • S PGR sow M-101 1st Floor Mechanical Plan 00,00.12 ELECTRICAL. . o�PM 65 �G```` M-102 2nd Floor Mechanical Plan 00.00.12 ' PEC 0� � -4 jult'4� i • / • Off( ` 1�b 1 5-100 1 st Floor Framing Plan 00.00.12 MPQ O PQ� :r101 2nd Floor Framing Plan 00,00.12 • p G 5-102 Roof FramingPlan 00.00. 2 1 - --- �-� Myers Masse Residence _ • / WATERTIGHT FRAME&COVER W/ �/ ` y y APPROVED LOCKING DEVICE / 1 -, �• \ . / MORTAR FROST CONCRETE COVER ''I - / CONCRETE COVER PROOFING 24"0 PRECAST CONC,RISER BELOW GRADE r +-- - 'C-(Y .i" L. ) Wlgglns Lane / • F.F EL.12.50tt BELOW GRADE G DE EL 12.2f RINGS(12"MAX HEIGHT) GRADE EL.12.2t "/ Greenport NY 11944 TRAFFIC BEARING SLAB ao rM 0" PVC WASTE LINE 2'Man ---------'� Contractor: Z PITCH Ye INCH PER FOOT TRAFFIC BEARING SLAB 4"SANITARY WASTE PIPE INSTALL DUMMY RINGS AS NECESSARY TO She Plan'��•� PITCH 1/4 INCH PER FOOT INV EL. 9.7 \__ BRING PROPOSED STRUCTURE TO GRADE �+ Scale: 1"= "'—'/_ INV EL 10.4 INV EL.10.2 " z_ 9 1: f 11 0' IN 0 8'MIN INV.EL.9.8 ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE "I r'`'� '"3 ¢� i 'D `r a, 4- LEACHING SOILS AS APPROVED BY THE SCDHS. IN THE ��-��� ', r Note_All Drawings Printed on 11 x17 EVENT POOR LEACHING MATERIAL IS ENCOUNTERED, L _'` i3 P # Paper Scale is 50% Scale Above EXCAVATION IS TO BE CONTINUED TO SUITABLE 4 8'DIAMETER 8'DIAMETER MATERIAL AND BACKFILLED AS DETAILED. CUTTING W ], '`=` ''"� IY PRECAST SEPTIC TANK DETAIL LEACHING POOL DETAILRINGS MAY BE REQUIRED, � U I ^i Y b0ll.l`' ':'; DEPARTMENT AT p p p :,02 3 ANl i Cj 4 PM FOR T-HE HIGHEST EXPECTED GROUNDWATER ELEVATION=1.5 ti LL CC P ! '"J`JING '�,�'nECTIONS: Cover Sheet SANITARY SEPTIC SYSTEM PROFILE �,m -,a �� 1i;c� J-TVdO REQUIREDi ti U U • ^,''� POORED CONCRETE NOT TO SCALE i•_ Z O U 2 C _1,3H-`RAi.`NG,PLUMBING, ? O W ti (� S'gAPr iNG, ELECTRICAL&CAULKING t� O N. 0 3, INSULATION Myers Massey Bid Set 01.17.2012 U I, � a a, FINAL CONSTRUCTION &ELECTRICAL Vq Cc MUST BE COMPLETE FOR C,O, © 2010 Meryl Kramer Architect O Q V, © �Q- j L11 ALL CONSTRUCTION SHALL MEET THE All Righh Reserved r -,.J �% YORK STATENNOTTS OF THE RESPONB BLE FOR IEW 1 t` ; C' t.� DESIGN OR CONSTRUCTION ERRORS, jj I i Client Review 06,21.2011 SPECIAL. PROVISIONS: 1 of 3 Bid Set 01.17.2012 Permit Set 00.00,2010 _ DIVISION 0 - DID A11ID CONTRACT REQUIREt.EUTS F1111Sf HG Construction Set 00.00,2010 1. INSTRUCTIONS TO BIDDERS Provide bituminous damp proofing on concrete surfaces below finished grade,to comply with ASTM D 450. Provide smooth form finish where concrete will be exposed to view; repair defective areas and remove projections. Provide grout Issue Date: 12.19.2010 Bid prices tendered shall refflect the inclusion of everything necessary or proper for performing and completing the work required as described by these Drawings and Specifications and anything omitted there-from,which is necessary for cleaned finish to exposed surfaces. Provide 1"thick concrete stucco finish to all exposed portions of existing and new concrete foundation walls. the completion of the Work lalthough not directly specified Revision ®etas' - r�rVISoca s - r!c�ALs DIVIION 1 - GEIIERAL REQUIRE0E►'ITS STEEL 1. Architect shall provide administration services in accordance with AIA DOCUMENT A-201-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-2007 EDITION. Refer to Structural drawings for notes, sizes and locations of steel beams and columns. Provide shop drawings for architect's review prior to fabrication. 2. Work shall (OMPLY WITH CODES and regulations of all agencies and governmental bodies having jurisdiction. ALUMINUM Provide and install bars, rods and tubes as indicated on DRAWINGS. Finish shall be as indicated. _ 3. Contractor shall VERIFY ALL DIMENSIONS on site prior to construction,fabrication,or ordering of prefabricated components, and notify Architect of any significant discrepancies in dimensions or conditions which prevent execution of the work as drawn.Architect asssumes no responsibility for information provided by others and taken to be true, nor for unauthorized changes made to structure or other aspects of the Work. FLASHING See sections and elevations for location and detail of Flashing. Flashing shown is not limited to these locations. Provide lead coated copper flashing at all locations, anchored with appropriate fasteners. Lap and seal joints and seams to be �.EO ARCN,r� 4. (ontractor shall REPLACE ANY FRAMING that is structurally insufficient due to rot,insect infestation, etc. In the event of substantial, unforeseen damage, Contractor shall notify the Architect,and provide an estimate to the Owner for the permanently watertight and weatherproof. Step flash at roof/wall intersections and at chimney and other penetrations. �� KIRA cost of replacement of damaged framing. 5. Contractor shall PROTECIf ALL EXISTING CONSTRUCTION which is to remain, utilities,etc., adjacent to demolition during construction, maintain structural integrity of existing construction at all times, provide shoring as required, and DIVISION 6 - rJOOD AND ELASTICS maintain necessary weatherr protection at all times. nevon C11mEr'"TIYY { "' Refer to Structural drawings for notes, sizes and locations of wood framing, decking, sheathing and nailing. sT 0248� 6. Contractor shall COORDINATE WORK of all subcontractors and building trades to facilitate smooth and timely completion of the Work. q�OF SrCnM, PAMEIS 7. Contractor shall maintain job site in CLEAN AND ORDERLY FASHION throughout construction,and shall dispose of all removed and left over materials. Interior shall be left broom clean at completion of each working day. Provide plywood storm panels for all window and glass,door openings as per detail on STRUCTURAL DRAWINGS. 8. Contractor shall maintain INSURANCE including: EXTE,110n F11.30 CAI?I"►:6 my Property Damage Liability See Building Elevations for material designations, dimensions and details of exterior carpentry. Comprehensive General Lialbility Contractor's Protective Liabillity DMSIo1117- T14Er.rIAL AND rAOISTURE PROTECTION Contractor's liability (Hold-IHarmless) wHALT 17J11IGLE ROOFIC'0 Comprehensive Automobile Liability Provide and install GAF Marquis Weathermax roof shingles in areas indicated on DRAWINGS. j 1.o1 QUALITY ASSURANCE 9. (ontractor shall maintairn at his own expense installation floater covering all materials,equipment and supplies to be used. Such floater shall cover"all risks". A Manufacturer Qualifications: Provide all primary roofing products,including shingles, underlayment, leak barrier,and ventilation, by a single manufacturer. _ B Installer Qualifications: Installer must be approved for installation of all roofing products to be installed under this section. j 10. Contractor shall organize, prior to commencement of construction,a PRE-CONSTRUCTION CONFERENCE to include owners, contractor,subcontractors,architect and any other persons deemed important to the timely completion of the 1.02 REGULATORY REQUIREMENTS work. A Provide a roofing system achieving an Underwriters Laboratories(UL) Class A fire classification. c Install all roofing products in accordance with all federal, state and local building codes. ' I I. Contractor shall prepare a detailed SCHEDULE of the construction phase, including the date of commencement for each subcontractor,and the estimated final completion date. Contractor shall update the construction schedule each D All work shall be performed in a manner consistent with current OSHA guidelines. month and submit with the requisition for payment. 1.03 DELIVERY,STORAGE,AND HANDLING Drawing Lege nd: end: A Store all products in manufacturers unopened, labeled packaging until they are ready for installation. _ _ _ 12. No work entailing extra cost shall be undertaken by the Contractor prior to the submission and approval of a written CHANGE WORK ORDER,which adjusts both the cost and the schedule for the extra work to be undertaken. B Store products in a covered,ventilated area,at temperature not more than 110 degrees F (43 degrees 0;do not store near steam pipes, radiators,or in direct sunlight. _ _ _ _ _ _ : Wall ToBe Removed R c Store bundles on a flat surface. Maximum stacking height shall not exceed GAF's recommendations. Store all rolls on end. Wall To Remain DIVISION Z - SITE V-10RK D Store and dispose of solvent-based materials in accordance with all federal, state and local regulations. New Wall ELECTRIC SEI:YICE 1.04 WEATHER CONDITIONS New Foundation Wall Contractor shall provide new underground service to location shown on PLANS and provide a new 200 orap p;3-nel. Contractor shall coordinate location of new underground electric service and new sanitary system to meet all state,county PART 2 PRODUCTS A Proceed with work only when existing and forecasted weather conditions will permit work to be performed in accordance with GAF's recommendations __ - ------ Lines Above- Lines Below and local code re ui -• qremeos. -"---. 2.01 MANUFACTURERS - Guidelines SRNITAIRY'"9ASTE SrSTEE."1 A Acceptable Manufacturer: GAF Materials Corporation Fence i Provide new septic system according to Suffolk County Dept.of Health Services (The Health Department) Feguiations. Provide new 1000 gallon precast concrete septic tank and 3 8' dia.X 4'deep precast concrete leaching pools as shown on B Requests for substitutions will be considered ror Door Tag site Ian. Contractor shall call The Health Department at 852-5754 at least 24 hours in advance to arran o ins^cctions of the system prior to backfillin 2.02 SHINGLES P P g y P g' A Su er-hea ei ht granule surfaced self sealing asphalt shingle with a strop fiberglass reinforced Micro Weave®core and a mineral granule surfacing. sr Ji inal 3-tabs lip with a 5"or 5 5 8"exposure. UL 790 Class A rated with UL P �'Yw 9 ►9 9 P 9 9 9 e g g �� styling / P �o� Window Tag II ATEI SUPPLY 997 Wind Resistance Label;ASTM D 7158,(lass H;ASTM D 3161,Type 1;ASTM D 3018,Type 1;ASTM D 3462; CSA 123.5-98. !1lcrquis® Vicatheirmc 2) Shingles, by GAF Contractor shall drill new well with submersible pump for domestic water and run supply pipe to house basement according to Suffolk County Dept.of Health Services (The Health Department) regulations. Supply new pressure tank. AS NAILS --� Section I A Standard round wire, zinc-coated steel or aluminum; l0 to 12 gauge, smooth, barbed or deformed shank,with heads 3/8 inch (9mm)to 7/16 inch (11 min)in diameter. length must be sufficient to penetrate into solid wood at least 3/4 Sheet A-X-xxx SITE D1iA1' AOE inch (19mm) or through plywood or oriented strand board by at least 1/8 inch (3.18mm). x ;--- - Detail Tag Perimeter of house shall have pea gravel drainage bed. '-' f7ETAL R®OFE(�G DRI JI�Y 1. Provide and install standing seam metal roofing by ARCHITECTURAL SHEET METAL PRODUCTS, INC. Model#ASP-125 24 Gauge, 18"wide roof panels with "Golvalume"finish. Install on CETCO "Strong Seal" DB nail down underlayment. Elevation Tag Grade and configure driveway as shown on SURVEY. Driveway shall be crushed blue stone set in oil on RCA blend. 2. Before Fabrication the contractor shall take field measurements of the structure and substrates indicated and specified to ensure that panel lengths and brake formed flashing are dimensioned accurately to facilitate easy installation. x Fabrication shall not begin until all field conditions have been verified.Allow for sufficient trimming of panel units at eaves,valleys,and gables prior to fabrication. x xxx x Interior Elevation Tag ST0E 17ALIZI'IAY x Construct new 18"x 36" Rue stone walk set on 4"thick screening base as shown on SITE PLAN. 3. Submittals a. Submit 2'0" long sample panel indicating the metal, gauge,color texture,and finish proposed. _ EARTNIIJORR EXCAVATION b. Submit Manufacturer's Warranty covering the substrate (metal) against rupture, perforation,and structural failure due to normal atmospheric corrosion for twenty(20)years. I Strip portions of site to be excavated of existing topsoil and stockpile for reuse. Maintain sides and slopes of excavations in safe condition until completion of backfilling. Prevent surface water from flowing into excavations and from flooding project site. Maintlain appropriate barrier around excavation to prevent entry to affected area. Conform to elevations and dimensions shown within a tolerance of 0.10 foot,and extending sufficient distance from footings for c. Submit Manufacturer's thirty(30)year warranty on paint finish against cracking, peeling, blistering,chalk, and color change. placing and removal of forrmwork. Do not disturb bottom of excavation. Excavate trenches to depth and dimension required to establish indicated slope. 4. Warranty M e Y a h K t e c tM R - a. ASP, Inc.shall warrant the metal roof against rupture or perforation or from structurally failing due to normal atmospheric conditions for a period of twenty(20)years.In addition, ASP, Inc.shall provide a thirty (30)year finish warranty DACKFILL against peeling and blistering,chalk,and fade (color change). 218 FRONT STREET P.O.BOX 683 OREENPORT,NY 11944 Backfill excavation as soon as possible,but not before acceptance of subgrade construction including inspection, removal of formwork, shoring,trash and debris and installation of damproofing. b. Installer shall provide a written warranty for two(2)years from the date of final completion and acceptance, guaranteeing material and workmanship for water tightness, weather tightness,and against all leaks.During the initial two (2) •s 1-4 7 7-•7 3 4 year period,the installer shall assure weather tightness and water tightness of the roof, without any cost to the building owner. GC'�iD11G c. Panel shall meet the requirements of Underwriter's laboratories, Inc.for Class 90 wind uplift resistance. All excavated material to remain on site. Contour site in an approved manner to drain away from residence. Spread reserved topsoil over subgrade and finish grade smooth and ready for seeding. d. ASTM E-283-84 Air infiltration: Maximum of 0.006 CFM/Ft2 at 1.57 psf pressure differential on 45 degree seamed profile and 0.013 (FM/Ft2 at 6.24 psf pressure differential. e. Panel shall display a flame-spread classification of Class 1,when tested in accordance with ASTM E-84-94. DIVISION 3 - F7ASOM, RY/CO[RCRETE f. Panel shall have been tested and rated in accordance with ASTM-E-1592 structural performance of sheet metal roof and siding systems by uniform static air pressure difference. HEI"l, FOUNDATIOM Myers Massey Residence 1. Foundation shall bear oin undisturbed natural granular material of 2.0 T.S.F. minimum bearing capacity.Where noted,footing may bear on granular backfill, machine compacted in layers of 12"to a minimum of 95% maximum density 5. Installation per ASTM D1557. After excavating to appropriate levels, notify Architect and provide ample time to review conditions before placing foundations. Provide fully formed footings of dimensions indicated on drawings. a. The metal panels system shall be installed plumb, level,and straight over a full course of StrongSeal Rubber Underlayment installed as per manufacturers specifications. Wlggtns Lane Greenport NY 11944 2. Structural concrete shalll have 3000 psi at 28 days minimum strength. All work shall comply with ACI 304 and other pertinent codes. All exposed concrete shall have 5%air entrainment. Deposit concrete in forms continuously to avoid b. The standing seam shall be equidistant and shall form corners, hips,valleys, mullions,and columns in accordance with architectural design parameters as shown on the drawings. Contractor: ? horizontal layers. Consolidate concrete by thoroughly around reinforcement and into corners with mechanical vibrating. c. Panel Clips shall be installed at no greater than 2'0"on center.A clip shall be installed within the first 6"of panel at the eave.A clip shall be installed within the top 6"of the panel.Two (2)fasteners are required to secure each clip. Fasteners shall be low profile and approved for attachment to SIPS. Specifications 1 of 3 3. Concrete to be poured in ambient temperatures of 40 degrees F(+/). If poured in colder weather the concrete must be protected from freezing for a period of 7 days, by either: P pP Scale: N/A 1. Keep forms in place, cover top&sides with tarp for protection from wind. , Note:All Drawings Printed on IIx17 2. Provide insulated tarps to hold heat& protect from wind. d. Installation shall be-made in accordance with Manufacturer's recommended procedures and layout drawings. Manufacturers of construction Details Handbook,SMACNA Architectural Sheet Metal manual, NR(A Roofing and Waterproofing paper Scale is 50% Scale Above Manual and handbook of Roofing Knowledge shall be used as guides and details whenever applicable. REINFORCING j Reinforcing steel shall be deformed bars conforming to ASTM A-615, Grade 60. Welded wire fabric shall conform to ASTM A-185. All reinforcing bars shall be continuous except as noted, lapped with 40 diameters minimum,bent around e. No face penetration or perforation shall be made in metal panels by fasteners without architect's specific approval.All panels shall be continuous from ridge to eaves with no horizontal end laps. A-001 corners and hooked at non-continuous ends. Sta er or offset s lices. . . Stagger P f. End lap all flashing and trim at least 3".All gutters must be mitered,soldered and/or caulked with a lining of ice and water shield applied at the laps to make it water tight.All butt joints must be caulked. Soldered areas shall be SLABS counter-flashed or painted to match.All valleys shall be treated with a layer of ice and water shield spread out at least 24"each side from the center of the valley, on both sides, before applying valley flashing.End lap at least 6"at joints. Concrete slabs shall be 35010 psi at 28 days maximum strength. Slabs shall be of thickness shown,with expansion joints at locations shown with approved joint fillers,installed flush with top of slab. Strike off,consolidate concrete and . Exercise proper care during installation to avoid damage or scratching of the panels.Avoid walking over the metal roof after installation is completed. Myers Massey Bid Set 01.17.2012 smooth surface of slab as required for specified finish. Formwork may be removed as seon as concrete is sufficiently hard to not be damaged by form removal,and provided curing and protection operations are maintained. g P P g g g © 2010 Meryl Kramer Architect ' - All Rights Reserved +I. I I A PROVISIONS: � o� 3 Clint Review a6.2,.2a„SPECIL Bid Set 01.17.2012 1100 SIDING Permit sit 00.00.2010 n ►r FINISH I�At1D��AI�� PermitConstruction Set 00.00.2010 _ 1. Provide and install Prowide and install new_ x 6 Clear V.G.Heart,kiln dried,WR(LA Western Red Cedar Plain Bevel Siding.Siding shall meet standards of NGLA para. 201 a GENERAL Issue Date: 12.19.2010 Provide finish hardware on all doors including: hinges, lock cylinders and keys, latch sets, bolts, weather-stripping for exterior doors,and thresholds. Provide passage latches on all openings, "dummy" knobs with magnetic catches at 2. Provide and install new,Kiln Dried Clear Western Red Cedar 1 x 4 Rainscreen siding at locations shown on DRAWINGS. double closet doors, and privacy locks on bedroom and bathroom doors. Provide one pair 3_ x 3_ square edged, mortised, ball bearing hinges at each door panel. Hinge finish shall match knob finish. See DRAWINGS FOR Revision Dates: ' - HARDWARE SCHEDULE. If hardware is not specified, allowance shall be $125 per door. 3. Apply stain, paint or sealer to be selected on all faces of siding, including ends. All field cuts must be finished. DIVIS110119 - F11JISNES _ 4. Protect from direct sunl'iight,water saturation and dirt until ready to install. WOOD FLOORING Provide and install new 3"wide clear grade white oak plank floors. Store on site in fully conditioned climate for one week minimum prior to installation. Provide four(4) coats of polyurethane. 5. Fasteners-Use No. 3041 stainless steel splitless ring shank siding nails. INTERIOR TRIM-Existing to remain unless noted otherwise 6. Install on DUPONT"Tyvtek Drainwrap" Provide clear poplar trim by TRI-STATE, Inc.or approved equal. All wood trim shall be painted. Miter all corners, countersink and fill all nail holes, caulk all joints and sand prior to finishing. Provide samples to owner for approval IEI,"1 prior to purchasing materials. EXTERIOR TC' i E�ARC - Provide and install 1"and 3/4" (nominal)thickness, D Clear, kiln dried,WR(LA Western Red Cedar trim of width and detail shown in elevations and details and as in schedule below. Trim shall meet standards of NGLA 202 d,WCLIB Base: 1 xb �`����R. t<�,��c 149-d, and WWPA 10.13. (Prime and back prime all new trim on all sides prior to installation. Contractor shall stain any exposed surfaces of trim that is cut in field prior to installation. Use stainless steel nails for attachment of trim. (asing: 1 x4 at all windows and doors e Provide all necessary flashiing including drip cap at windows. Window stool: 5/4"with eased edges and horns and 1x4 apron at all windows t r'�4 SCREENED PORCH Trim materials should be stlored on a flat and level surface on a full shipping pallet. Handle materials to prevent damage to product edges and corners. Store materials under a protective covering to prevent jobsite dirt and residue Ceiling: Provide and install pine 1 x 6 v groove siding on the ceiling. Use 1 x 1 trim at ceiling/wall intersection at gable ends 4acn yob from collecting on the boards. CACINE RY S�q7'EoFN�'' Kitchen and Bathroom cabinetry to be provided by Owner. Contractor shall coordinate installation with all trades. V700D RAILI1,'G COM. PONEUTS All posts, handrails and foot rails shall be clear cedar. Provide rod and shelf at each closet. _ INSULATION GYPSr'M DnYrIALL I. Insulation to meet all (requirements of NYS Energy Code, installed by a qualified subcontractor. Clarify locations of different types of insulation and R values with architect prior to installation in order to comply with energy Provide 1/2"gypsum wall board on all interior walls and ceilings unless noted otherwise. Provide ALTERNATE pricing for 5/8" GWB. Provide 1/2" water-resistant gypsum wallboard at all bathrooms. Provide tape and three coats of calculations submitted to Soouthold Town Building Department. Comply with manufacturer's instructions for each type of insulation. Seal joints between units and around pipes, conduits,etc.,to form an airtight seal and vapor barrier. compound;sand between each coat. Shower surround shall be lined with cement board. Provide access for ventilatimn at all edges,and provide approved vents at soffits and as required. 2. Provide and install ICYNVENE foam insulation at all exterior walls. Ceramic tile, porcelain the and stone tile to be supplied by owner except in Entry Foyer,which shall be provided and installed by Contractor. Contractor to provide quantity take off to owner after framing is complete. Contractor shall install the as per PLANS and INTERIOR ELEVATIONS. Provide all materials necessary to complete installation including mortar,grout, sealer, etc. _ 3. First floor ceilings to retceive batt insulation. i r Contractor to provide and install all stone saddles and slab trim pieces necessary to complete installation. a 4. Provide 3-1/2"sound attenuation blanket in walls between bedrooms and around bathrooms. Carefully insulate around overhead plumbing waste lines to minimize sound transmission. ACCE'SSC'rZIES l DWISI011 0 - D00115 Al2D 111111)Orl- S TOWEL BARS Install towel bars,toilet paper holders,and other bathroom accessories provided by Owner. Review locations with Architect prior to installation of drywall to ensure proper location of solid blocking. Provide units by Andersen Windows and Doors as per WINDOW SCHEDULE, FLOOR PLANS AND BUILDING ELEVATIONS. Verify window schedule with Architect prior to placing window order. Features shall be as follows: Drawing Legend: j - Black painted finish exterior SHOWER ENCLOSURES = _ _ _ _ _ : Wall To Be Removed Contractor shall supply and install clear tempered lass 3 8"thick frameless shower doors and frameless enclosure panels as shown on the INTERIOR ELEVATIONS. Hinges, 6"door pulls and other hardware shall be selected to match Wall To Remain Primed interior basecoat PP Y P 9 / P g loE4 glass plumbing fittings. Doors and enclosures shall be 6 feet tall. New Wall _ White sash locks,finger liftts and operating hardware New Foundation Wall grilles with spacer bar. Patterns shown on DRAWINGS DIVISION 9 - FIC:ISIIES -——————- Lines Above { "Tru Scene" Insect Screens PALING ------------ Lines Below Review all exterior and interior finishes with Architect prior to execution, Provide mock-ups in field to verify acceptability of colors chosen by Owner, prior to painting or finishing. — — — — 'Guidelines BASEMENT WINDOWS — — — — •- Fence 1 Provide and install new vimyl hopper windows with insulated glass by PNP or approved equal. Provide latex enamel interior paint by BENJAMIN MOORE, Inc.,or approved equal. Apply paint in accordance with manufacturer's directions over clean and smooth substrate. Apply prime and finish coat and additional coats until paint poi Door Tag flln is of uniform finish, color,and appearance. Give special attention to edges,corners and crevices to assure that they receive dry film thickness equivolGr to that of flat surfaces. _ DOORS tot GENERAL NO EXTERIOR PAINTING Window Tag Provide all doors as shown) on Plans and in Schedule. Handle, store,fit, hang, and prepare for finishing and finish as per manufacturer's directions. IN'ERIOR Walls: Provide one coat rimer sealer and two coats latex"matte" paint. Colors shall be selected b Owner. --1 Section-X P / P Y .Sheet A-XXX INTERIOR DOORS Trim: Fill all nail holes,.sand, provide one coat oil based primer and 2 coats latex"pearl"finish paint. .... 1. Provide pre-hung single panel solid core flush wood doors, 1 3/8"thick,with square stop by JELD WEN or approved equal. r Detail Tag CQ�i13moncrS 2. Pre-bore all doors and jambs as required for finish hardware. Solid composite, marble or granite countertops shall be selected and provided by Owner. Contractor shall coordinate installation with cabinetry, Elevation Tag EXTERIOR WOOD AND GLASS DOORS PIN" 1Clo X Review all exterior and interior finishes with Architect prior to execution. Provide mock-ups in field to verify acceptability of colors chosen by Owner, prior to painting or finishing. x Xtoc x Interior Elevation Tag Provide units by Andersen'Windows and Doors as per WINDOW SCHEDULE, FLOOR PLANS AND BUILDING ELEVATIONS. Verify window schedule with Architect prior to placing window order. Features shall be as follows: X Black painted finish exterior Provide latex enamel interior paint by BENJAMIN MOORE,Inc.,or approved equal. Apply paint in accordance with manufacturer's directions over clean and smooth substrate. Apply prime and finish coat and additional coats until paint Primed interior basecoat film is of uniform finish, color,and appearance. Give special attention to edges,corners and crevices to assure that they receive dry film thickness equivalent to that of flat surfaces. 1' Lo14 glass Patio door hardware to be "Anvers"style in Satin Nickel DITIS1011 10- 56"2CIALTIES FIREPLACES A13D STOVES Provide pre-hung single panel solid core fir doors, 1 3/4"thick doors with square stop by SIMPSON or approved equal. Pre-bore all doors and jambs as required for finish hardware. Provide and install wood burning stove,flue and all required accessories according to manufacturer's instructions, local,state and national codes including NFPA 211 Standard. Stove to be selected. M E R Y L K R A M E R e r c h I t e c t GARAGE DOORS DIVISI0N 15 - [3ECIIAI CAL Provide and install "Westfiield"style Model 9400 steel garage door by Wayne Dalton as per DOOR SCHEDULE. Door shall be insulated with polyurethane foam. Paint door according to manufacturer's recommendations. Door opener GENERAL 218 FRONT STREET P.O.BOX 683 OREENPORT,NY 11944 shall be GENIE 'TriloG1500"or approved equal. Coordinate locations of duct runs and registers with architect prior to installation. All work to be performed by a licensed mechanical sub•tontractor, in accordance with all applicable codes and regulations. Conform to the standards as •31-4 7 7-•"' outlined by the National Fire Protection Association, LIPA,Suffolk County Dept.of Health Services and Town of Southold. HEAT RECOVERY VENTILATOR Provide and install heat recovery ventilator by FANTEC or approved equal. Model#SHR 1504 with EDFI wall control. DUCT WORK — Provide insulated metal supply and return ductwork and floor/ceiling registers to serve each occupied space. All ductwork to be concealed in chases or floor/wall ceilings,in accordance with SMACNA including transitions, bends, Myers Massey Residence take-offs, etc.designed for minimum static losses. Provide galvanized sheet metal ductwork of 26 ga. Up to 24"wide and 24 ga. above 24"wide. Leakage at seams shall not exceed 3%. Provide 1 " fiberglass exterior wrap on supply duct," rigid fiberglass acoustical and thermal liners on return ducts. Provide isolation pads for all units and ductwork. Provide ductwork for and install owner-supplied exhaust hood for range. Wiggins Lane Greenport NY 11944 _ VOLUME DAMPERS Provide volume dampers or other approved air balancing device with indication and locking quadrant at each from main duct,at each duct take-off, and at each neck to individual diffuser or register in supply, return and exhaust Contractor: ducts. Specifications 2 of 3 Scale: N/A FILTERS Provide filters by SPACE GARD high efficiency units rated at 99/ efficient for 6 micron particles,or approved equal. Provide clean filters at completion of job. Note: All Drawings Printed on 11x17 Paper Scale is 50% Scale Above THERMOSTATS Provide heating/cooling, day/night setback, digital,electronic type thermostat with clock by HONEYWELL or approved equal. A-001 A Myers Massey Bid Set 01.17.2012� © 2010 Meryl Kramer Architect All Rights Rommel 1 PROVISIONS: 3 Of 2.1.2011 SPECIAL 3 4"Vent Thru Roof 4"Vent Thru Roof Client Review 06,Bid Set 01.17.2012 ROOF Permit Set 00.00,2010 rmSI®EI 1s - rLICi� 01.*1G Construction Set 00.00.2010 GENERAL Issue Date: 12.19.2010 All plumbing work to be performed b licensed plumbing sub-contractor,in accordance with all applicable codes and regulations. Pitch plumbing supply pipes to common low point and provide valve for draining system. Provide pipe insulation on EXERCISE BATH ___ p 9 P Y P 9 Pp 9 P 9 PP Y p�P P P 9 Y p p 2" —_?" MASTER BATH all hot water pipes and all cold water pipes in exterior walls or unheated spaces. Provide complete equipment list of manufacturer,size and model number prior to ordering equipment. Provide walk-through with Owner at completion of job to ----�--- _ 1 — 4" 4" — 1 --- --- Revision Dates: instruct on operation of system; provide all manufacturers'warranties to Owner, in-filled with proper model and serial numbers. "1 I 2"1 12" 12" 1 i---�—1 1 1/2 1 I 1 1 1 11 1/2" 11 1/2" 11 1/2" Heating system shall be Radiiant tubing in floors. Provide three separate heating zones: 1 �1 1/2" LAv. I". LAv. I 1 1 1. Master Bedroom Suite W'C' I W.C. I 2. Bedroom Wing ROOF/2ND FLOIOR SHOWS 4"Vent Thru Roof SHOWS TUB 3. Living/Dining/Kitchen mreas 3" 11/2" 2" 3" 2" 3" 3„ HIGH EFFICIENCY GAS FIRED BOILER POWDER KITCHEN 2" 2" GUEST BATH Boiler shall be used for radimnt heat and domestic hot water. Provide and install boiler with cost aluminum heat exchanger. Discuss size of boiler with architect prior to ordering equipment. GARAGE ROOM_ LAUNDRY —�—�— ---1— F2„ "1 — 2"I _ "1 2„ —— -t 1 1/2" 121 11 1/2' 1. 1 2"1 C9� �. R4 _ RADIANT HEATING 1 1 1/2"1 4" 1 1 1 ( 1 1/2"i 1 1/2"1 1 R K Provide and install complete)system including 1 4 MAIN WASTE LINE Q- LAV. LAV. SINK SINK I LAV. SLOPE 1/4" PER.FT. 1. PEX tubing in floor cavities w.c. w Dw► I W.C. 2. Distribution pumps I I ry �` - p P 1ST FLOOR HowE r----------I) F,A,I. 3. Manifolds and actuator valves 4. Control systems C.O. 2„ 3" 2„ 3„ 2„ 2e 1 1/2" 2" 3„ 2„ I srq�o as�yo CONNECT TO APPROVED WATER SUPPLY SYSTEM SANITARY SYSTEM Provide new domestic water lines to all new fixtures and fittings. HOUSE EXTERIOR HOSE BIBS TRAP Provide and install three new frost free,quarter turn hose bibs by LEGEND VALVE or approved equal,locations to be determined. SANITARY WASTE SYSTEM BASEMENT Connect waste lines to new siewer line. DrJISION 16 - ELECMICAL _ GENERAL PLUfu/IBING RISER DIAGRAM All electrical work to be perfiormed by a licensed Electrical sub-contractor,in compliance with all State and local requirements,and as per National Electric Code and New York State Underwriters. Provide switches, receptacles, recessed fixtures, j boxes,dimmers,and all regiuired components for full and functioning system,as shown in the drawings and as required. - Provide and install LUTRON "Architectural"style switch plates and outlet covers in "snow"finish. Dimmers and switches shall be "Diva" style. Install switches at 40"AFF to the center of switch plate unless noted otherwise on DRAWINGS. Install outlets horizontally,centered in baseboards, unless noted otherwise. I Drawing Legend: f _ All interior and exterior surflace mounted and pendant fixtures supplied by Owner shall be installed by electrical subcontractor. _ _ e Wall To Be Removed Wall To Remain Bury electrical lines undergrround to from pole to new electrical panel located in basement. New Wall New Foundation Wall - TELEPHONE -——————- Lines Above Provide recessed wiring and jacks for phone system at locations shown on plans. ------------ Lines Below ------ — Guidelines _ TELEVISION — — — — - Fence Provide recessed wiring andl jacks for cable television at locations shown in drawings. 101 Door Tag SHUTTER FASTENING SYSTEM PROJECT DATA TABLE R301.2 TABLE 3.2A SILL OR BOTTOM PLATFE TO FOUNDATION ANCHOR BOLT CONNECTIONS Ind 101 Window Tag PLYWOOD SHUTTER ATTACHMENT ON WOOD RESISTING LATERAL&;SHEAR LOADS(PRESCRIPTIVE ALTERNATIVE TO TABLE 3.3) GROUND SEISMIC FRAME: OR MASONRY WALL SNOW DESIGN 1/2" ANCHOR BOLTS 6/8" ANCHOR BOLTS LOAD SP Fastest-Mile Wind Fastest-Mile Wind CEDAR SHINGLE 6" PEED(mph) CATEGORY Section X, I BRACING WALL Sheet A-XXX p WMA ANCHOR BOLT FOUNDATION I PE METER EDGE n / Arvchnr CONNECTION SUPPORTING INA4L SPACING(IN.) Speed 120mph Speed 120mph 4$ psf 6O B EXPOSURE JAe In:*.00d in Maximum Anchor Maximum Anchor UBJEG7'-'O-DAMAGE FROM ' x , Canraxtou"a- ►Aasan'Y Bolt Spacing(in,) Bolt Spacing(in.) , Detail Tag Shl+�+4 SIRE �� SILLPLA7ETO 1 STORY 46 72 $/4" PLYWOOD SHEATHING '---� Omit at 7V 04 Weathering Frost Line Depth Termite Decay FAwrmxre FOUNDATION(CRAWL 2 STORIES23 36 �q SPACE OR BASEMENT) 3 STORIES ALL 15 23 Severe 36" Heavy To Moderate Moderate To Slight x 2X8 ROOF RAFTERS � Elevation Tag at t a•O.C. o:' 7"' FreezingC� 16' O.C. ���ddd S. Winter Deslgr Ice Shield Underleyment Flood Air 3 19 28 TempHazards Index --"' WALL BOTTOM PLATE 1.3 STORIES Requirement X TO FOUNDATION 1 t (SLAB-ON-GRADE) 6 36 57 11 None None 599 X XXx X Interior Elevation Tag EXPOSURE: B URBAN,WOODED RIDGE TENSION (R301.2.1.4) C OPEN,COASTAL ❑ 1STEEL STRAP.1/4"x 33mm GALVANIZED X STRAP DESIGN LOADS WITH 3 NO.8 SCREW AT ANCHORED ` 1 RIDGE BOARD SOIL: RAFTERS EACH D OF EACH ttc*acrtni tHMzrw st OR RIDGE BEAM " � �, �„ ,, ;► UPLIFT STRAP& LATERAL SHEAR CONNECTIONS CLASS (CLAYEYSAND) BEARING CAPACITY 2000 psf RAFTER 2x8 DROPPED GIRDER 2.i4. C+bat� rKe WINDSPEED BLDG: wineew StAm*fv .VA"d& 120mph FLOOR LIVE LOAD 40 psf FLOOR DEAD LOAD 15 psf s'r QU"` UPLIFT STRAP CONNECTION RE UIREMENTS ROOF RAFTERS OR TRUSS TO 1/2" GALVANIZED ..�.�' Q- ROOF ROOF Nbr.of 8d common Required capacity ROOF DEAD LOAD 10 psf SNOW DEAD LOAD 30 psf CARRIAGE BOLTS _ WALL PITCH SPAN ft Nails in each end of of ridge connection 1-1/4"20 gage Strap (Of f) MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R301.6 M E R Y L K R A M E R FOR FRAMING SPACING (16 INCHES) 12 4 484 e r o h l t e o t BASIC LOCAL WIND SPEED 120(MPH) 16 6 645 3:12 Cnntrurnrt. NUMBER OF#8 SCREWS IN EACH END OF ?.0 7 807 218 FRONT STREET P.O.BOX 683 GREENPORT,NY 11944 +. ROOF SPAN(FEET) A 1-1/4'BY 33 MIL STEEL STRAP 28 8 9629 a 31.4 7 7-e 7 3 e 1 loot CPO" Woad!Slud%tl IlMssonryW6n 32 1291 44 TREATED 28 3 36 - 1452 POSTS 32 3 12 3 382 f>:DE1U1�ENIEP6CEItC1f MANAGEMENT"E11Ctf.: 36 3 16 4 510 4:12 20 5 637 UPLIFT STRAP CONNECTION RE 24 s 7 REQUIREMENTS WALL ASSEMBLY TO WALL 65 TABLE R301.2.1.2 Q 28 7 892 1-1/4"x 33mm GALVANIZED WIND)BORNE DEBRIS PROTECTION FASTENING ASSEMB 32 8 1020 STEEL STRAP ANCHORED SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c. FOR FRAMING SPACING (16 INCHES) 36 - 1147 WITH 3 NO.8 SCREW AT Myers Massey Residence a.Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a EACH END OF EACH DECK 12 3 295 20-square-Inch area. JOISTS 16 4 393 b.No storage with roof slope not over 3 units In 12 units. Wiggins Lane FASTNER SPACING(inches) ROOF SPAN (FEET) NUMtStK Ul- ;;d bt KtWJ IN tAt-H tNU Ut- c.Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound A 1-1/4' BY 33 MIL STEEL STRAP 20 4 491 concentrated load acting over an area of 4 square Inches,whichever produces the greater stresses. Greenport NY 1194A FiASTNER 4 feet 6 feet 5:12 24 5 589 d.A single concentrated load applied in any direction at any point along the top. TYPE 28 6 688 e.Attics constructed with wood trusses shall de designed in aacordance with Section R802.10.1 2x8 TREATED DECK Panel span Panel span Panel span 28 2 f.See Section R502.2.1 for decks attached to exterior walls. 4 feet -/=6 feet -/=8 feet 32 3 2 FRAMING BEYOND Contractor: $ 36 3 36 7 884 2-11/2"#6 Wood 16 12 9 12 4 CA GALVANIZED i Scirews 16 2 CARRIAGE BOLTS SpeClfieatlons 3 of 3 , 26 4 352 ALOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE R301.7 (2)2x10 TREATED Scale: N/A 2-11/2"#8 Wood 16 i s 12 UPLIFT STRAP CONNECTION REQUIREMENTS WALL ASSEMBLY TO 6:12 24 5 z ALLOWABLE b OPP T DECK GIRDER Scirews FOUNDATION OR FLOOR ASSEMBLY STRUCTURAL MEMBER Note:All Drawings Printed Scale 1 Above 28 ADJUSTABLE POST BASE Paper Scale is 50% Scale Above FOR FRAMING SPACING (16 INCHES) 2 Rafters having slopes grater than 3/12 with no V180 " ANCHOR SIMPSON OR COMP. 36 7 792 finished ceiling attached to rafters EMBEDDED INTO WET 12 2 245 CONCRETE UP TO THE BOTTOMOF TH _ ROOF SPAN (FEET) NUMLitK Ut- ;;d b1_KtWJ IN tAL N tND OF 16 27 Interior walls and partitions H/180 PLATEE 2"MIN MUOM UT SIDESE NOTE: ALL WOOD MATERIAL THAT COMES IN CONTACT WITH A 1-1/4' BY 3 3 MIL STEEL STRAP 7:12- 20 4 409 Floors and plastered ceilings V360 A-001 , 2 CONCRETE-SHALL BE A.C.Q. TREATED LUMBER. 4 1 24 4 28 1 12:12 28 All other structural members V240 .' " 1,�%� GALVANIZED COMMON NAILS TO ATTACH ( L . 2 2 2 Exterior walls with plaster or stucco finish H/360 12" C.I.P.CONCRETE OTE: THIS PROJECT SHALL COMPLY WITH THE MECHANICAL, v 36 2 36 1 6 736 Exterior walls-wind loads with brittle finishes V240 SONOTUBE DECK FOOTING, PLUNABING AND ELECTRICAL CODE FOR NYS. ` FExterior walls-wind loads with flexible finishes V120 3'-0"BELOW GRADE MIN. Myers Massey Bid Set 01.17.2012 I © 2010 Meryl Kramer Architect All Rights Reserved { A I I _ r f i i Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 i Issue Date: 12.19.2010 I Door Schedule Revision Dates: - Issue Date: 12.11.2011 Revision Date: 00.00.0000 No. Manufacturer or Location Type Finish Unit Dimension x Rough Opening xH U Value Performance Solar Heat Door SwingHardware Glass/Divisions Remarks Rating Gain Coeff. per SHGC Basement Doors B01 Mechanical Room Hin ed Painted 3'-0" x 6'-8" 3'-21/2"x 6-10 1/2" L Outswin Emtek Stutt art SS Levers w/ Disk Rosette & Steel Jamb -Tubular Passage Set 1 3/4" Solid Core Flush Door MDF Self Closing1-Hour Fire Rated D ARCH, 1 st Flolor Doors �c. Ft. K Fc _ 101 Ent Siim son 7902 Hin ed Western Red Cedar 3'-0" x 6'-10" R Inswin Mortised Ent Set TBS Low-E4 Tempered Rainscreen Veneer Applied to Exterior of Door �' '� 102 Wayne Dalton Garage 9400 Overhead Steel 18'-0" x 7'-0" 18'-0" x 7'-0" Overhead See Project Notes See Project Notes «" 103 Andersen-A Series FWHID31611 AR Hin ed Patio Black 3'-01/8 x 6'-10 3/8" 3'-1" x 6'-11" 0.33 DP 30 0.25 R Inswing See Project Notes 104 Custorn Hin ed Wood/Screen 2-1 Oilx 6�8 2'-10 x 6-10 1/4 R Outswin TBS Interchan able Glass Sash for Winterization 105 Andersten-A Series FWGD1510611-4 GlidingBlack 15-9il x 6-10 3/8 15-10" x 6-11 0.33 DP 30 0.27 OXXO See Project Notes Low-E4 Tempered toga 106 Closet 2 Units Hinged Pair Painted 5'-0" x 6'-8" 6-2 1/2" x 6'-10 1/4" L/R Outswing Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Passage/Dummy Set 1 3/4" Solid Core Flush Doors MDF sTq OF yO 107 Study Hinged Painted 2'-6" x 6'-8" 2'-8 1/2" x 6'-10 1/4" L Inswing Emtek Stuttgart SS Levers w/ Disk Rosette - Tubular Privacy Set 1 3/4" Solid Core Flush Door MDF 108 Bedroom Closet 2 Hin ed Painted 2'-4" x 6'-8" 2'-6 1/2" x 6-10 1/4" R Inswing Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Passage Set 1 3/4" Solid Core Flush Door MDF 109 Bedroom 2 Hinged Painted 2'-4" x 6'-8" 2'-6 1/2" x 6'-10 1/4" L Inswing Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Privacy Set 1 3/4" Solid Core Flush Door MDF 110 Bedroom Closet 1 Hin ed Painted 2'-4" x 6'-8" 2'-6 1/2" x 6'-10 1/4" R Inswinq Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Passage Set 1 3/4" Solid Core Flush Door MDF 111 Bedroom 1 Hin ed Painted 2'-4" x 6'-8" 2'-61/2" x 6'-10 1/4" L Inswin Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Privacy Set 1 3/4" Solid Core Flush Door MDF 112 Linen Closet Hin ed Painted 1'-6" x 6'-8" 1'-8 1/2" x 6'-10 1/4" R Outswing Emtek Stuttgart SS Levers w/Disk Rosette -Tubular Passage Set 1 3/4" Solid Core Flush Door MDF 113 Bathroom Hin ed Painted 2'-4" x 6'-8" 2'-6 1/2" x 6'-10 1/4" L Inswing Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Privacy Set 1 3/4" Solid Core Flush Door MDF 114 Basement Door Hinged Painted 2'-6" x 6'-8" 2'-6 1/2" x 6'-10 1/4" L Outswing Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Passage Set 1 3/4" Solid Core Flush Door MDF 115 Andersien-A Series FWGD-4 Custom Width —Gliding Black 13'-0" x 6'-10 3/8" 13'-1" x 6'-11" 0.33 DP 30 0.27 OXXO See Project Notes Low-E4 Tempered Custom Width 116 Pantry Pocket Painted 2'-8" x 6'-8" 2'-101/2" x 6'-10 1/4" Accurate Flush Pulls & Edge Pull - Passage Set 1 3/4" Solid Core Flush Door MDF - 117 Laundny Hinged Painted 2'-6" x 6'-8" 2'-8 1/2" x 6'-10 1/4" L Inswing Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Passage Set 1 3/4" Solid Core Flush Door MDF 118 Garages Hall Door Hin ed Painted 2'-8" x 6'-8" 2'-101/2" x 6'-10 1/4" L Inswinq Emtek Stuttgart SS Levers w/ Disk Rosette - Tubular Privacy Set 1 3/4" Solid Core Flush Door MDF 119 Gara et Hin ed Painted 2'-8" x 6'-8" 2'-10 1/2" x 6'-10 1/4" L Inswing Emtek Stuttgart SS Levers w/ Disk Rosette & Steel Jamb - Tubular Privacy Set 1 3/4" Solid Core Flush Door MDF Self Closing 1-Hour Fire Rated 120 Closet Hinged Painted 2'-6" x 6'-8" 2'-8 1/2" x 7'-1 1/4" nq Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Passage Set 1 3/4" Solid Core Flush Doors MDF 121 Powderr Room Hin ed Painted 2'-4" x 6'-8" 2'-6 1/2" x 6'-10 1/4" R Inswing Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Privacy Set 1 3/4" Solid Core Flush Door MDF 1 122 Cased Opening Painted 3'-0" x 6'-8" 3'-2 1/2" x 6'-10 1/2" I 2nd Floor Doors 201 Master Bedroom Hin ed Painted 2'-10"x 6'-8" 3'-01/2" x 6'-10 1/41' L Inswing Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Privacy Set 1 3/4" Solid Core Flush Door MDF 5'-0" x 6'-8" 5'-21/2" x 6'-10 1/4 3/4" So 202 Master Closet Hin ed Painted L/R Outswirn Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Passage/Dummy a/Dumm Set 1 lid Core Flush Door MDF 203 Master Bathroom Hinged ,. Painted 2-10 x 6 8 3 0 1/2 x 6 10 1/4 R Inswinq Emtek Stuttgart SS Levers w/Disk Rosette -Tubular Privacy Set 1 3/4' Solid Core Flush Door MDF Drawing Legend: 2-0 x 6 8 2 21/2 x 6 10 1/4 L Outswin Emtek Stutt art SS Levers w/ Disk Rosette -Tubular Privac Set 1 3/4 Solid Core Flush Door MDF - - - - - - _ 204 Master Water Closet : Hm ed Panted _ _ _ _ _ _ : Wall To Be Removed 205 Master Stud Closet Hin ed Painted : 2'-0"x 6'-8" 2'-21/2" x 6'-10 1/4" R Outswin Emtek Stuttgart SS Levers w/ Disk Rosette -Tubular Passage/DummySet 1 3/4" Solid Core Flush Door MDF a Remain Wall To Re 'n r Exerclise Room Doo s - w Wall r �t t " .. t n t " " r-� � - - - " - Inswing Emtek Stutt art SS Levers w/ Disk Rosette Tubular Privacy Set 1 3/4 Solid cre Flush Door MDF 7 `206 Ent Hinged fainted 2 8 x 6 8 2 10 1/2 x 6 10 1/4 " R Ins n " �t �� t �� New Foundation Wall " New 207 Storage 2 Units Hin ed Pair Painted 3-6 x 6-8 3-8 .1/2 x 6-10 1/4 L/R Outswirn Emtek Stutt art SS Levers w/ Disk Rosette -Tubular Passage/DummySet 1 3/4 Solid Core Flush Doors MDF �t n t " i " . Stuttgartn -------- Lines Above 20$ Bathroom Hinged °ainted 2-6 x 6-8 2-8 1/2 x 6-10 1/4 R Inswing Emtek SS Levers w/ Disk Rosette -Tubular Privacy Set 1 3/4 Solid Core Flush Door MDF ------------ Lines Below _:-•-•—�—` Guidelines Fence Door Tog 18'-0" _ Varies Window Tag 31-0" 3'-0" Varies x Section Sheet A-X-XXX x Detail Tog Elevation Tag : \ Q ; X o o Interior Elevation Tag .o %o , Front Entry _Door 101 2 Gara a Door 1t02 3 Patio Ent tt Door 103 ch S" ing Door 105 & 115 T 'cal Interior Door$Ca�@. .3�$ -0 SCa�@. 3�$ -0 SCa�@. 3�8 0 &SFren Ca�e- 3/8 -0 SCaI@: 3�8" _ �'-0" M E R Y L K R A M E R e r e h l t e o t 218 FRONT STREET PO.BOX 083 OREENPORT,NY 11944 031.477.8736 Myers Massey Residence Wiggins Lane Greenport NY 1194A Contractor: $ Door Schedule & Unit Elevations Scale: Noted Note:All Drawings Printed on 11x17 Paper Scale is 50% Scale Above A-002 Myers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect All Rights Reserved i l { Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 Issue Date: 12.19.2010 Window Schedule Revision Dates: _ Issue Date: 12.11.2011 I Revision Date: 00.00.0000 i I No. Manufacturer or Location TVpe Finish Unit Dlmeslon xH Rough Opening xH U Value Solar Heat _Glass & Divisions Remarks lI Gain_Coeff. � er SHGC Basement Windows B01 Andersen-AAN3028 Awning Black 2'-11 1/4" x 2'-71/4" 3'-0" x 2'-8" 0.35 0.31 HP Low-E4 Supply w/Screen Windows B02 Andersen-AAN3028 Awnin Black - 2'-11 1/4" x 2'-71/4" 3'-0" x 2'-8" 0.35 0.31 HP Low-E4 Su I w/Screen Windows B03 Andersen-AAN3028 Awning Black 2'-11 .1/4"x 2'-71/4" 3'-0"x 2'.8 0.35 0.31 HP Low-E4 Supply w/Screen Windows �?,ED ARCiyTT B04 : Andersen-AAN3028 Awnin Black 2'-11 1/4" x 2'-71/4" 3'-0" x 2'.8" 0.35 0.31 HP Low-E4 Supply w/Screen Windows �'���q.KR,gM Foy, 1 1 st Floor Windows ' I�� 11 I_ <Y". 101 Andersen-AAN4028 3 Units AwningBlack 121_6 3/4 x 21_7 1/411 121_7 1/211 x 2 811 0.35 0.31 HP Low-E4 Supply w/Screen Windows ' . ,J 102 Andersen-AAN4028 Awninq Black 3'-11 1/4" x 2'-7 1/4" 4'-011 x 2'-811 0.35 0.31 HP Low-E4 Supply w/Screen Windows 1 11 11 103 Andersen ADH3250E Double-Hun Black 3-1 1/4" x 41-11 1/411 3-211 x 5-0 0.33 0.27 HP Low-E4 Supply w/Screen Window 024a(�7 104 lAndersenADH3250 a Double-Hun Black 3'-1 1/4" x 4'-11 1/411 3'-211 x 5'-011 0.33 0.27 HP Low-E4 Supply w/Screen Window ST y qT�OF t4� 105 Andersen ADH3250 J Double-Hun Black 3'-1 1/4" x 4'-11 1/4" 3'-211 x 5'-0" 0.33 0.27 HP Low-E4 Su f w/Screen Window 106 Andersen-AAN3028 Awning Black 2'-11 1/4" x 2'-7 1/4" 3'-011 x 2'-8" 0.35 0.31 HP Low-E4 Supply w/Screen Windows 107 Custom Fixed Wood/Screen V-01/2" x 6'-10" 3'-0 1/2" x 6'-10" Interchan able Glass Sash for Winterization 108 Custom 3 Units Fixed Wood/Screen 13'-91/4" x 6'-10" 13'-9 1/4" x 6'-10" Interchan able Glass Sash for Winterization 109 Custom Fixed Wood/Screen 3'-21/4" x 6'-10" 3'-21/4" x 6'-10" Interchan able Glass Sash for Winterization _ 110 Andersen ADH3250`2 Units Double-Hun Black 6'-3 1/4" x 4'-11 1/4" 6'-4" x 5'-011 0.33 0.27 HP Low-E4 Supply w/Screen Window 111 Andersen ADH325Q 2 Units Double-Hun Black 6'-31/4" x 4'-11 1/4" 6'-411 x 5'-011 0.33 0.27 HP Low-E4 -Supplyw/Screen Window 112 Andersen-AA3028 2 Units Awning Black 5-11 1/4" x 2'-71/4" 6'-011 x 2'-811 0.35 0.31 HP Low-E4 Supply w/Screen Windows 113 Andersen- A3028 2 Units Awning Black 5-11 1/4" x 2'-7 1/4" 6'-011 x 2'-811 0.35 0.31 HP Low-E4 Supply w/Screen Windows 114 Anderse A H3250 Double-Hun Black 3'-1 1/4" x 4'-11 1/4" 3'-2" x 5'-011 0.33 0.27 HP Low-E4 Supply w/Screen Window 115 Anderse DH3250 Double-Hun Black 3'-1 1/4" x 4'-11 1/4" 3'-211 x 5'-011 0.33 0.27 HP Low-E4 Supply w/Screen Window r n 2 d F oo Ind ws W $ 201 Andersen,ADH3250 Double-Hun Black 3'-1 1/4"x 4'-11 1/41' 3'-2" x 5'-0" : 0.33 0.27 HP Low-E4 Su I w/Screen Window 202 Andersen ADH3250 ." Double-Hun Black 3'-1 1/4"x 4'-11 1/4" 3'-2" x 5'-0" :- 0.33 0.27 HP Low-E4 Supply w/Screen Window ' 3'-2"x V-0" . 0.33 0.27 HP tow-E4 Supplyw/Screen Window 203 . Andersen ADH3250' " . Double-Hun Black : 3-1 :1/4 x 4-11 1/4 204 Andersen-AAN3028 Awning Black 2'-11 1/4" x 2'-7 1/4" 3'-0" x 2'-8" 0.35 0.31 HP Low-E4 - Supply w/Screen Windows 205 Andersen ADH3250, 2 Units Double-Hung ,!,:..,. Black 6'-3 1/4"x 4'-11 1/4" V-411 x 5'-0" 0.33 0.27" HP Low-E4 Su I w/Screen Window 206 : Andersen-AA3028 2 Units Awning, Black 5'-11 1/4" x 2'-7 1/4 6'-0" x 2'-8" 0.35 0.31 Tempered' Supply w/Screen Windows 207 Andersen-AAN3028 Awn Black 2'-11 1/411 x 2'-7 1/4" 3'-0" x 2'-811 0.33 0.27 Tem Bred Su I w/Screen Window Drawing Legend:n . 208 Andersen-AA3028 2 Units AwningBlack 5-11 1/4" x 2-7 1/4 6-0 x 2-8 0.35 0.31 HP Low-E4 Su I wI Screen Windows _ 1 11 , 11 1_ 11 1_ 11 - - - - - - - - 209 Andersen ADH3250' Double-Hun Black 3-1 1/4 x 4-11 1/4 1' . 2 x 5 0 0.33 0.27 HP Low-E4 Su I w/Screen Window Removed Wall ToBeR 210 Andersen ADH3250 Double-Hun Black 3'-1 1/4" x 4'-11 1/4" 3'-2" x 5'-0" , 0.33 0.27. HP Low�E4 Su I w/Screen Window wall To Remain 211 Andersen ADH3250 I Double-Hun Black 3'-1 1l4" x 4'-11 1/4" 3'-2" x 5'-0" 0.33 027 HP Low-E4 Su I w/Screen Window New wall 212 Andersen ADH3250 2 Units Double-Hun Black . 6-3 1l4 x 4 11 1/4 6 4 x 5 0 0.33 0.27 HP Low-E4 Supplyw/Screen Window, _ New Foundation wall 213 Andersen ADH3250 2 Units Double-Hun Black 6'-31/4" x 4'-11 1/4" - 6'.4" x 5'-0" 0.33 . 0.27 HP Low-E4 Supply w/Screen Window -------- lines Above 214 Andersen ADH3250 r% Double-Hun Black 3'-1 1/4" x 4'-11 1/4" 3'-211 x 5'-011 0.33 0.27 HP Low-E4 Su I w/Screen Window : ------------ es in Below L' 215 Andersen ADH3250.1 Double-Hun Black 3'-1 1/4" x 4'-11 1/4" , 3'-2" x 5'-0" 0.33 0.27 HP Low-E4 S upply w/Screen Window --- - Guidelines 216 Andersen-AA3028 2 Units : Awning Black 5'-11 1/4" x 2'-7 1/4" 6'-0" x 2'-8" 0.35` 0.31 :. HP Low-E4 Supply w/Screen Windows 217 Andersen AAN3028 A, Awning Fence Black 2 11 1/4 x 2-71/4 3-0 x 2-8 0.35 0.31 HP Low-E4 Supply w/Screen Windows Door Tag Window Tag -� Section X, l Sheet A-XXX / 3'-1 1/4" ! I Detail Tag 1 Elevation Tag 12'-6 3/a" 5'•11 1/4" i 1S X d X XXX X Interior Elevation Tag .- X i � r v t, \ ♦ t i t \ `� Awnin �jindow 101 Awnin Window 112, 113, 2�6, 208 & 216 Double-Hun Window'103, 104, 105,�1144, 115,,201, 202, 203 209, 210, 211,(214, 215 & �16 1 n nn - 1 n / �� - - j M E R Y L K R A M E R l : 8 1 -0 Scale: 3/8 Scale: 3/8 - 1 -0 - ---- _ - ___ -- -' a r c h It e c t 218 rRONT STREET P.O.BOX 883 OREENPORT,NY 11944 61-3 1/'" i I - j 2'-11 1/4" 31.11 1/4" s Myers Massey Residence Wiggins Lane f fV (4 Greenport NY 11944 , t � Contractor: $ -Double-Hun Window�10, 111,�205',, 212 ,&�213 5 Awnin Window BO11 802, B03, 804, 106, 20)4, 207 & 217 5 Awnin � ,n�o��l0Scale:3/8 ® 1'-0 \ � �� � Scale: 3/8" = 1'-0" Scale: 3/8 0 Wlndovr Schedule & Unit Elevations Scale: Noted Note:All Drawings Printed on 11x17 Paper Scale is 50% Scale Above A-003 fMyers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect All Rights Relervad 1 I i Client Review 06,21.2011 N 2 5 3 6 4 N Bid Set 01.17.2012 300 301 301 301 301 Permit Set 00.00,2010 Construction Set 00.00.2010 4 2 Issue Date: 12.19.2010 201 200 Revision Dates: 86'-10 1/2" 24'-5 1/2" 8'-9 3/4" 11'-8 1/2" 41 -10 3/4" n n " q Window " rk Window s n s n n � 8 23-9 1/2 8 26-5 1/8 9-0 VAN 25-7 5/8 8 G\SIERED gRc'yi t I I I _ U I I o b B04 B03 I I iSanitary Waste I i I I ito Septic Gas Line l i Water Main C 1 Y C Y I ••i t r:I f t+ OJ :1•Ca 'r I 5 __ I _ --- —C ------ ---- ----— -----— —------------------------------- I— �--+--j— , — i — ,+ J— —�— , ------------ -------------------- ------ ----- ---------------—- ------- --- -------- ------ +-- --- --- .� - ------Electrical Panel ----- ------�------i -- -- �Pressure� N i yJ (Service TBD) I Boiler (Tank � ' I �.•;t� ;,i-�:. , , (3 8 Reinforced C.I.P. Concrete F©undation + Wall w/ Waterproofing Appliedl Below I I I Grade on 8x16x12 C.I.P. Footing, min. + ; 3'-0" Below Grade (Typ.) 0 -o I I I I - Mechanical Room , , Us Drawing Legend: Wall To Be Removed 4" Concrete Slab w/6-6/12/12 ' 4 Concrete Slab w/6 6/1:2/12 I o Wall To Remain i = I = ....i ' t'Y' ° ° N New Wall Cl) o aD + , �o "�>:': y ;;'� , , ;► 6 Mil. Poly. Vapor Barrier(On 6 Mil. Poly. Vapor Barrier On , co o CV) N t i UnExcavate.e _�.ti���...�.;'y.,^:Y i :� i + , (V co i I Well Compacted Fill Well Compacted Fill ; : - ' R.•`yl+ '" ' I , c� _ N ———- New Foundation Wall I ,•. I � ., --_-_------_ Lines Above I I 1 I Lines Below 1 ,�F',� 1 1 I n�'({/ `N`1 jF-f( `r� �_Vf�, —•—--•—•—•I ' Guidelines � I Fence Cf) co 0 101 Door Tag I I B02 I I I I Window Tag .•. �' h'.r. i i ------------ ---- ------------------ ------ 00 --- - -Ye- ---I F'' i - --^�. , i '' ' � � SectionX, :':,x' ;t•�: , , ,: I " 'r.. Sheet A-XXX ��e•. •;t r I I // i - I X s tV , ,1 ' , !e '� I Vi ' .,' �------ ------------------- --------------- - --------- --- - ------ ------ -- ----------------------- ------ -- x , I Detail Tag 'j I - - --- - ---- --- ------------ ------------ -------- ------ ------- F is n1 1 N 4,. �"� .,. ,,r. , 1 '.i. 1 ....� ;'. v rs r. I t r v f I r— I I o -- ------- ----- --------- - ----- ----------------I----------------i Y i It ( - ---- ----- -------- ------ ----- --- ---- ------ --- --------------------- -------- -I --- -------------- - o Elevation Tag ih N I i } �� i , I cV C ' i I X XXX X Interior Elevation Tag a O _ --- ------ ( er X I � � '��i;.•:t.�t� �'fi����'��"�,F k'• �'�''�♦� �'�;a',,L j,;�, .'t,A,�:.'r<..,,.;��'a v%,%" Fjti;.�' ..n'{ ''�.+r�:,: .N`" !t"r1::' :,. :.r•, •;�; ,r.74 �'fi,'�;.,• �: .r,p�,„fr. ' '�:?dl'�i;' sti?+'• ••(� `{,.� ?.�: •i 3 ..�� �,1 ';,�n. !{.'f•'f you„•, 12'-8 7/8" 14'-2 3/4" 16'-2 1/4" 11'-0 1/2" 14'-5 3/4" —T I I I M E R Y L K R A M ER a r a h I t e o t 218 FRONT STREET P.O.BOX 683 GREENPORT,NY 11944 ` _ I I // lE1.477•tT8• I 12'-8 3/4" 12'-8 3/4" - _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .l Myers Massey Residence Wlgglns Lane Greenport NY 11944 , 23•9 1/2" 8" 1/2" 8" 13'•5 1/4" 8" 40'-11 1/A" 8n 01 24'•5 1/2" 20'-1 3/4" 42'-3 1/4" Basement Plan `I Scale: 1/4" = V-011 86'-10 1/21' Note:All Drawin`s rinted on 11x17 -- g Paper Scale is 50% Scale Above I - 4 2A- 1 ®0 201 200 2 5 3 6 4 CSJ 300 301 301 301 301 r N Myers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect All Rights Reserved t J I Client Review 06,21.2011 N T 2 5 3 6 4 N Bid Set 01.17.2012 a 300 301 301 301 301 Permit Set 00.00,2010 Construction Set 00.00,2010 4 2 Issue Date: 12.19.2010 201 200 Revision Dates: i 86'-10 1/2" j 4'-11 3/8" 7'-6 1/2" 7'-5 3/4" 7'-10 1/8" 11'-3 3/4" Ilk 16'-11 1/,4" 13'-11 3/8" 8'-5" 8'-5 1/4" q Window q Window Window q Window �k Window r,Door Window Window 4'-10 1/2' 3'_1" 5 1/2" 24'-0" 5 1/2" 5'-9 1/2" 5 1/2" 15%11" 3 1/2" 14'-1 1/2" 5 1/2" 5'-7 1/2" 3 1/2" 3 1/2" 3 1/2" 10'-0" 5 1/2" SD ARC&�Tcc K�� axcc.s`°" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - s q�OFNC-�i -- --- --- I N Covered Porch -J-_ --- -70 \ 1 _ � See Sheet A-600 for iv Shower Details After - ------------ - - L-5- %a - - - - Tile Selection Has Been Made toy t o l 03 t o l 01 ---------',--------- ----•�------------1-� - - - - - - - - - - - - - -, - CN In ', ' .-... -.. — ' -Low Wall _}_-_-___ 101 I ,.- _.-_-'-._-I_I I ' I I 1 ____._L __.__ :'\ y.j• C d x f4 w' `� ' Under Window Sill I ' 1 s N Typex GWB on Walls - - ---- --- 1 I - 1 - -1 `-7 - - - - - - - - -- - - - - -- - -- . &Cl�lling 1A1� i "4 -- - ----_-._ - ' -. '_.-._ _ ' I1, I ,I 11 UP t I IM �- r- 1 __ ?d' --•'_- '--,- �`r- -_ ;..r _ _---t t--- -- -- --- I----- --------_-Tt �__-,._...__— --Bathroom-- 0- ' 1 r------- , , Pantry , 116 , ' , ' I 1.3/A-402 ' 1 ' _I , I , N ' " • r ------------------ ' -- -------- ' I --- ' - e ----------- ' I ----- --------'' ' ' --- -- - - - - - - - - 1 - "!.t bFj 3 %o I -�_ _t -Kitchen --1 , �o f T a ,I -------------- �,-- --r ---- _ 3,-3° 1 - a- ;. , o I - 1.3/A-405 b _ - a c _-------------------- I-1._-__------ --`1-I-------- ,l__.----- ]A/A�,o2----1 I. - l-i-----------1------•---I --..__._-.------ l L..- ---__. -•�, - - -yf - , 113 I I ' I ® ' ' ----------- .-. - ----1- N N I - -- t_._ , -' --- , _' 4 ! --LtI --- --it----- --- --I'- 1 -,.vA4as' - __l-_-- Bedroom 1 I �- Coat •- ___ _ ® " • I OD, F - M I _ __ _ - -- -- -- - 1 I ' -- ----;- --- -- -- ---- -- --_-- -- -- -- - 1 -I --Closet -- -- --- - - - _ --I---- `. 1 ---Linen-..-- :. r- -- - -- - - ) E I 1 L _ J I I J 113 �� ..'I-�? v� :,i. ! I 1 -------- ' ' -------- '-�-- r ,� �/ �I-1--------1 " '- ------ ----- --- - N ---- ------ -- t, Drawing Legend: �o . . I n---- VVV , ------ , , , ai --- --,---- \- 112 g g rL 2 11A I - NNi ------- i i r--- --- - 1 - , - - _'4 - - -- --- - - - - - - Wall To Be Removed - - - y IN I -- ----- & ' rt - , , 1 , 114 Wall To Remain 4 Concrete Slab w/6-6/12/12 I �3� I r- ---_-- _- i t--_-- -- -- r- , I �- -r� t r - -----_, ----- 1 - 1 -N T- --- 110 N a e 4 m 102 6 Mil. P On - - - - -- - - r-- -- - ' I---------- jL----------LJ__L-------- �'--'�--_ -------f_,LIYIDg- ----Li------ -''----- 1 _ New Wall r Poly. 2CarGarage ti;� Laundry_ ,---_--_-- -_.r -_-- ---_- ----------- - 0 - _-_-_--_---r, ------.-_---_---r--_---_--_-� ..v� _ .. - I - - - - -- -------------1----- =i �c x O 4Compacted - - -- - - Room I ! I I If , 3.. t I 12 I I ! I I Area `� i b Well Fill l— I I - ' I � ' -_- _ 8'-0" Fla _ I- Q -- I 1 ch N / New Foundation Wall _ / - - :.A . : xl - 1 I-- ----�.,, ------; ----tt --L_-_--_ ' I = , ---_-� - _--- -,_---_ ---J- ---' 2 - t M ------------- Closet 1 Closet 2 c4o -. I I I I f I ? , �_ 1, I , I I I ---Ceiling M . r; Cl)r� ---- Lines Above -O Area , I r . . . . --- - - - - -- - -----.._-.. ,-,.---_-_---, ;,,� —\ i4 ------------ Lines Below f+ ------ +1 ! ' ----try------- i , 1 i 107 L---- - ._...T- - - - - 109 ��I , �� 1os Guidelines I , 1 ! I f , , -L----' - I---------- - --�_ _ o -UP _-- i_ _______._._ co ch ~ ..,` I 8'-0" Flat �+_`._-_ - T._' _ I__- _____-__!r-_ I ---____.. =J LI I - - - . Fence I r- I ! - I r -, ;,; e 119 118 , _ _.-_ L — __ �� L-_ , ------- ------ �t----- - t t-.------ ------r --------- ---------�-------- ---- O -- -- -- ---Ceiling �---- - -, I r -------- -r _.-.._.._- - , .; r-- -- -- -- - S Door Ta I I I 1 I ~• g -- _,.- ----- _-_-- L---------- e --� ------ -1----.. _..----- --_---1 --- - -- ----_----J--------' ---- ---------I------------ -------------J-------- ' _ - �_.__ l ,-r • "' Bedroom 2 --i - - -----� i--L---------- ---- L ---- ' _ ' y i - - 11 a. O Window Tag " \ � ,, •-J-i-------___.--1--------I ------------Z-------Stud -------------`------- © - 101 11s 1 ,,-- 1 120 --- --L------- _---i- -- - - _� _ :_-_: ! --- -, I ------ by Frame r r _---_._J..-_-..-- - --------1- _ �, :; Closet _ -- - -------- r------------ "t`- - r e 1 .T- f r I _ _ -A ov T b e b Others Rainscr N -- - een Walls Section X, I 1 I • .- Sheet -X --------l-r-------J-----------y-+------------�-------t ' - ---------I-----------�------------- ----- � S ee A XX I ' er- 121 -- ch ----- - -!- -- - -- -- --__ - ------- - - rx e 103 - - , 14 1 1• r t r - a , Detail Ta N O9 f f I I r ,s N — 1 P er Room_ 777777, a •...� Po - r - -- - - 1 1 IA \ � II ' 11 N1�- ---_________._.-_ ----__ -____ _I.1____._..___. _._ 1_1 _ 110 _-_____ _____ 1 h X - - - — - -- -�-- - - 0- #: 1 --------------ru------ L ------ �_--------i----- -I o Elevation Tag 1 1 al. .Q $ 'y(� 1 ,; ,;,, i 1S 1 ! I I I I i I f o—.� Screen d Porc 1 I T 1- In 104 - - -- ,r - - - -- - -rt - -- --- --- ---rl --- - - -L - - - - Ci' e OD M11.0 N - �-_�-_---'---------I------ ---- ---®-- ------- I ;.?;,.. ,,,..,v, :....Y,� j 1 t :1 1,,: ---- -------------1�-'------- I --------------------- ------'-'--I ------------I -------------L------------�----------- \ X \ --- -- .- - - - - - - - - - --- - - - - --- - - - - - Inferior Elevation Tag 4 T X XXX X a -- - - -- - - - - - - ------ ---- --- - ---- �----- p N -I-�----- •--- 106 ----------- ,,. l------r-------- -+-�-------- ------------I-,-----------------------++--�------------- --..-_.----------------- --------- �O 3 M X Covered Porch 1. ,.,. ,,.. I•r::;>.:. :. , ! 1 _ ,_r--- n n --------- " ' :,.:',.,. ,--- r- --Covered Porch n _- -----,f-- --- ------•---------!.- - -- -- - ------ 5/4 x 3 1/2 Ipe Decking ---------107- log-- --�;r-- - ------- ------ --- -__L-------_T_ .--_-------- x I r rr-IT x ! --.-. c? Fastened w/ Ipe Clips (Typ.) .._._-....- 1.1 NN �._.._..- ..._-.._ .-,.....----.-_.._____.,,..._._.-.... „s .. 1- - - .._._.-.---1+! --• - - - -. ._...J.IL_.-...-_...._-....._.-.--_.-...._.._._....__.L.L-._-..�.-_.._-....._..___.-.._ __.._......_.....__..__.._.1:..-..._.__._`--.__-...-•1--._....-.._.--_.._._ N \ ----------- --------------- --- --=-- - ------- -- ---_ -- _---u---- _ ----_Lr _-_--__ —\ - r_ -- -------- - L- N ----�---- --_ ---- ----I-------- - - 1 _---- ---- ---- - - -� -- ---- C r� --------1-----------�-------- - - - - - --i ----- - ---------.._._.. - J - ----- ------- --- -�--- --- ---�-------,----.____, �-- M E R Y L K R A M ER -T-— — — -------- 1� --- -'- - 1 e r c h I t e o t ------ --------- -- ------1 --------r-------1----- - --------- �_ `_-___- --- _ L- ---- VV -----------------Z ------------ �.___ _ _ _ _ _ • 5 1/2" 6'-0 1/2" 5 1/2" 36'-2 3/8" I 5 1/2"�-----�-------T__•--_�-_�-- (- - S 1 216 FRONT STREET P.O.BOX 863 OREENPORT,NY 11944 17-11 5/8 43-7 3/8 - - - -----1=-------- ---�. --= -- ---?�------- _ ------------------ _----r _ ---------- ------25'-3 1/2" 1 n , n ---------------------- J. lo lo --------------- --------- --------1-------- -------- _----__.. J-.- nn _--_-_-_- J.----_-_. ----------------•-----�-------�._ r-._..-----5/4 x 3 1/2 Ipe Decking _.�=�-__:�_.=_:_ ____-- -.---.----L____-__-- ---- -J------Fastened w/ Ipe Clips (TyP.)__._.____-_i,___--__._ ---__ _---- ____-- -_---!_--_-_-----___—_ __ .-_-__J__-__ _ -- --______-.-_ _ Myers Massey Residence Wiggins Lane 5 1/2" 3 1/2" 5 1/2" 5 1/2" 5 1/2" 5 1/2" II4 5 1/211 ,�: -- ;-� 7 7 :`1 11, " " " " " Greenport NY 11944 20-1 1/2" 3-7" 5-9 1/2 13.5 1/4 16-5 1/4 11 -0 3 1/2' 13.2 . ..Co}ltractor: ? t q Door q Window Window Window 4Z Window Door q Window q Window "* �lan 22'-8" 5-1 3/4" 5'-1 5/8" 5'-1 3/8" 5'-1 3/8" 10'-1 1 /2" 14'-6 1/8" 14'-.4" A'-9" krpose 1 et Floor I Scale: 1/411 � 1'-011 86'-10 1/2" 7 pie- Note: All Drawings Printed on 11x17 Paper Scale Is 50% Scale Above 4 2 A- 1 01 201 200 2 5 3 6 4 _ r r cov 300 301 301 ° 301 301 Myers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect All Rights Reserved I i - I Client Review 06,21.2011 N 2 5 3 6 4 a0 Bid Set 01.17.2012 30 301 301 301 301 Permit Set 04.00.2010 ¢ 0 Construction Set 00.00.2010 4 2 Issue Date: 12.19.2010 I 201 200 Revision Dates: I _ 24'-11" ' 36'-7" /25'-4 1/2" 4'-11 3 8" 7'-6 1/8" 7-6 1/8" 4'A 1 3/8" 41-3 1/4" 8'-5" 8'-5" 4'-3 1/4" q Window Window q Window q Window q Window Window 17'-3 7/8" ,,�2'-6 1/8",,,, 3'-7" 5 1/2" 5'-7 1/2" 3 1/2" 3'-9" 3 1/2" 14'-6" 5 1/2" aED AR�H�r _ 5 1/2" 3 1/2 3 1/2" 5 1/2" 11 �O. Ft. , 77 IT IT ii so 10 : k yZ. I /y� 0248a Q� OF NCO i i { r - I - - - - - - - — — — — — — — — — — — — — — — _ - - — — __ 0 ) — _ 10) 0 ! 2o1-- ---- -- --- - ( iV I 1 I Zoe ; I ! c) Hi4' Master Cl�set ;o 3'-3" I I = N 3, O I - - - - - - N 202 p a o c' C14Wo O.. N - -- - - - - - I °o Heq's Master ,Exercise Room � � i � - - - - - - - - 1 Co -- - - - - Clo et , JRough-in for Sink & Electrical _ I coI :(or Future Wet Bar) ' ' - ' - - - - - - - - ! l - - ! I = Drawing Legend: 1 ,r04 /' Wall To Be Removed 1 _ 1 L I aster Bedroom 1 , 1 ,1 - - - - -- - - o Standing Metal Wall To Remain o co I ----------11------------------J------------------yL --- --- o -°0 201 I - _ �- New Wall T --- Seam Roof w/ ,�v O a N I t t , N " N I �` N New Foundation Wall , _ I , :Timber Frame i 1 v - -- - - - - - I �, 1$ Seam Spaces zoJ I M o C14Above by�Others Lines Above ------------ I Lines Below M 1 s t M 1' _ 1 1 I 1 0 = r 1 I — L' id lin 1 ti 1 1 Gu a es 1 1 o \ I � 1 ' ` I ' I1 Stora e —..—..—. ch 1 1 � 9 „ o — o 207 Fence ,_ 1e i rStudy - i Master eo s 1 a er M , I v ,a 1 1 O t . Sr r, 1 r I lfid 1 C I I � 101 � Door Tog - 213 11 1 1 p I O O { :; � � I>" r � 07 c N I ,�� ,a ff/{I 1 i 1 r 1 :'I = l �i p M / � _ I I o. th it 101 1 Window Tag se ' I 1 / 1 i , _ , A f•y M N 1 �y: I \ _X_ ,0 1 ' Bathroom 1 , , ,,,,; , I •� I ' I /' ' , ' , x { � � _ � .. .,! �,�� '{�.� ��, ti `�.,t,w'w?,' .r rl� I Section X, (Rough-in On� 205 0• Sheet A-XXX t , 9 N { . 1 O Closet •� ,..;..' I `o —' ' I I UDI o Fixtures/Pinishesr I ch Detail Tag in 14 - - - - - - - - - 215 le I I i I —205- - — 20e - - - - - - - - - - - h - - - -� — — — — — — - - - - - - - — - - — — — — 4 X Elevation Tag f See Sheet A-600 for ' Shower Details After x 1 - -- - - Line of Wall Tile Selection Has Been Made x xxx x Interior Elevation Tag r Below T x ( YP•) i - 1 1 Line of Roof Overhang Line of Roof Overhang Above (TYP ) - - - - - - -• Above (TYP•) • I 1 M E R Y L K R A M ER G C e r o h I t e e t 5 1/2" 13'-10 1 8" 3 1/2" 9'-10 3/8" 5 1/2" 5 /2" 9'-811 3 1/2" 3'-0" 3 1/2" 11'-2 1/2" 5 1/2" I / / `' 218 FRONT STREET P.O.BOX 683 OREENPORT,NY 11944 Window q Window q Window q Window q Window $31.4 7 7-•7•• 4'A 1 3/81' 7'-6 1/8" 8'-6 1/2" 3'-11" 6'-3 1/2" 11'-1 1/2" 7'-11 1/2" 24'-11" 36'-7" 25'-4 1/2" 4a Myers Massey Residence Wiggins Lane Greenport NY 11944 Cont act --_ , ProposeEO 2nd Floor'Plan Scale: 1/4"6 1'-0" 1 Note:All Drawings Printed on 11x17 Paper Scale is 50% Scale Above 4 2 - 102 201 200 2 5 3 8 4 i N 300 301 301 ' � 301 301 r- o Myers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect I I i I All Rlghh Reserved t , I i I I i i J I 1 , Client Review 06,21.2011 ' N r 2 5 3 6 4 N Bid Set 01.17.2012 ¢ 300 301 301 301 301 Permit Set 00.00,2010 - Construction Sot 00.00.2010 4 2 Issue Date: 12.19.2010 201 200 Revision Dates: I _ . . �, �E ARC/yjrF per, �� ,. KRA� �'� Q- tN I rxI * ' I � mac. - 0248�' > > > STq OF N - w° _ LLI -_ __ - : { @1 ! @ I - . .. t ►-� �'°` J 6° Typ. @ Rake !� ' . . o I _ - o . o I `. f t' _:_f.-t_.,.,.--T-I.-.�-rI._..,_..._.--L_,_.J-.--,••-�.-�-•...mow J-..'.r:-,.._.�.•u.•- .,•._ry-,w.-_-J.__._._ . ,. _ _ `T" .. .. � .. _ --- - -- _ _ _ _ _ ,i_-r.L+.=+,-.a_,rv','f•-,-•{� L,-- -- r 1' I' 1 - { { J, I I I._I 1 {, t_.._. } T. 1'-� t - t r I' ._-.,•I 'I .I I 1:''I. �'I-j: i ', �'' I .( I 1 i _ I JI ~I� .t .I , 1 1 1' �,� , .1. "t , , '1'' 1. 71- _ _ _ _ _ +_ _ __ _ _ -4_ _"t-'u m.L 4.." '''J '.J r} ti'a_ _l _ _-..�.i.,,., - -- -- - - _ - -i 1_ - L+ ....T_..,.r -- r~ - - - - - I -� _F_ • t { i -,� I:1 �1. .I '.i �� I. -��44 { ; 1 1. ,: J: � �i I� i t� I i r J 1 J ,1 j I I r I I i I ,' i I' i'' _ _ , } t i- 1.: I. I I. LI. 1 1 i;i l i i I { 1'i �� 1 .' �� r`1.�L. L 1 , 1 , r . t # 1. I I i` i , T T , , � 1: J I I. , ^J !- l �i . I ( I 'Ji`k ; I I i . I I: P I i i , . p., tdd I: , r t I I. 1 1. I ;. I i i� 'I I , .1 1, f.'. 1 i. �. I _ � Mt _L _� J _�_� �_ _' -1 iTL . L_ .l' _ _ t 'i';', I `� d. I _� i t. �;� I i 1 .1. 1 �I. IY '1 ,}, TI� '�' 1 r) (• (r . _I I , I . I ): i' _L L y_l� s_L ,.»..,, i'"","Y r '.+-r.`'"�I� .r I �I J�T 1 'IV, ,} �['� Y. -I 1 T� I ; I I f' �� IYi I � �''. �.. ) . Tom- -j I l l'`i ! i t . L. I':: .:{. �: 1.' i I is a l .� '- r--t- - 1 1 f i 1 i. "; 1. I 1 :;'' iI.r , r f �-r I' o I' I t !" ( i. ! i i I 1. 1 )' I I I i'i 7 ( I { 1' , 1 - J , i i I o E 1_ j. L___L _�__ ..l }__�1_� 1.j :� 1 _J_ 1 - J J_ 1._J L -� - ....1_ _ - - r� �Y r - II r r 4. _ _ _ _r rr..ri _ - -f i - -r _ JI' µ �!-f F. I•`i ..t i� `"f ��.. a i T-T 4 i. r.• ' I I 1 , I fi I i 1 1 } 1 k 1. ;'( 1 . 1 . 1 I. i.:':. f i f .( ' , I , , . ..1 I. ' J I: I 4 I -I "<L' G , - 0 Tr� . `fi. 4 , I 1 L a l': . J fi. .I. 1.', .I: .{ I 'i>: i 1.. I i I` 1 I.' t.1 J: 1. a t 1 I !' i 1. t . . } i is 1.. {; .i.. is _ _ �. �L _l fi' a 'ivl 1•L*r I "_ P Ty ! t I. 1 J 1_'{ _ 1 Imo}"- 1 t ..._-. ..-...._;_.._:_.._ ...:._L .ter -+-.- .-. # T . t f ^i I.. - 1 i I. t r�:1 J .J~. . 1 i 3. t I ... L . . J. t { . . , ,.. � 1 1 } , ... , ..'. { ( t� _ _,. h' i I. I J .J:� i I J:. 1 ,. 1. , i J I:' 1 , I .. , .., i. 1" i:. ; l i J1. i. i 1 l .:}. .I. .I. . .; .: :I ::i J , I ! I ,. 1f4.Ju {. j �' I'I' _ `{ t ' i ;':1 I:' �:''; .1:. IT . DrawingLegend: '1 rl� F , I IF 1- j.i 1 i : r, 1. :b'. .(' _ II r 1 a To Be Removed i' .}.. �r. W v , T. ', is r ) i.. . J i i" l �,.•- __. _ �� , , , I. t t' 1. "( - I Wall To Remain , . . "I ''1 1 1 I I. t I I. i ' 1 ;'�." 1 I S _i �, ..rL1 1 _ 1 l 1 _. .�Y• _ L .' r.:s 1 _- _ _ .:_ . Standin Metal .: . r w - - --, As halt Roof Shm les . - 1. -1- - �. r4 Asphalt Roofing'Shingles r t 1 P 9. J "l J } i g 1, 1' } I. l I 1 . 1 I T- I. I 11 i 1.1 j i T; t f t .l ,. , New Wall _ _ _ _ Seam Roof w . ,. , . 1 .r r^-'-",�- _ ,-'-r.:...-+_..ter ;f;, ,.-{._:,.+.-r,(:.�.=.Y.:.. r?.7'.,.r., 1., �..�.." i_.-�, .I J_{,.rs :-._.t.�.. I .{ .. I .1 .. .., I. , i. i. i~ ; I . t .:I. 1:) .r'.., .i I New Foundation Wall t I 1 t f .i + r. , , 1 I � ' IT 8 Seam S aces: ; ., ; ' .1' .{ i I , ' a i ; _ _ _ _ i'. 1 r , I_ , I '1 t J. I t:. I. i'. I , r � • � ' r ; -I. � L'( �_:1�_ ��C ' Y:i,..,._�� :�� .1 .�1: ETC �,_:i.:�. I - i . _Y_ - - r� - r_ i �._- r --.1--r�--.-- ''�. .-r'�� r.t_ '.,' ."'I" 'T'` Lines Above 't"� _� 1 :1t. ; J. 1 T I I' :.-: _ .., - ter-•-�- --; r. r Lin r �,---,--' , es Below- �" w ( �i ! i r 1. r" V.� � � i J t r i:' a. I is �, ) i 1. r L. ( ) i I ,' r'-, , 't ; . ""`'; r I. ..:1': , 1 .::� �j:;.��.--1 � �i� I :.I - I r . .t. . . ... , .. . , .. { {' ( 1. I # . r I ! I ' 1': i' '1 I I i. �. I j I ' I _._. 1 tL ; _�_ _' Guidelines _._ �_ J rl r.�., �T 1' - r- --T.. fir--. 1 4 , 1. _i` 1_ __�_ _ _ �l__ r i i'' 7 t , r I , L , ` I - Y� I _ _, 'f ' �Iw i' �: 1 I, I . � .I'. 'I '1 I 1 �' O 1. 1, 1 l�`I .l F ..t_'�. �l `''{� Fence o r{�, 1 r., L L ' C - „� -r -r'. r� I I ,co � 1 - r 'i1 f�l.� 7 I , i .f� "; Vi I r t yi- i _, �' :i y "7. T 1 1 i' ; i � �T-� l 01 1 I 11 _ >~ ru. ,--• ,.� .-�.. ,J-. �. _,�.-,� ter-'-- - Door Tag 6 T @ Rake _ , . , 1 , {,� 'i'� t -� {T _ ; r`I:' _ 6 T @Rake YP I I I ,' t J ! J _ _� _J YP fi 1 _ `r' _ �. _ _ �I , tt :. .t .'I I I' I I I �. 1 �� �l� L 1. J _ 1 i- �-• =-r--�';.I-T -rt- rTr- ��'- -r-,-� - Q .'r'' ''r"*- _ { i _ ) _ _ _ J l - 1 r r, _L r r. ,f'' , -TI... _ .I. 'i i I TI"L'T'�": I 'f 1 r , C _ , µl - ,r L �: LI { L - - Lr. 1. I. G Window Tag , 'i i f I .I_ i ;� r I L1'J 1_ - t T"; r- - - - t y 'I 1 1 � , `i , 1 f ;i i i i. I- I _ _mot: °..�.. 1 L '� '� _ '. ..i,- ri.- ��_ _,-..ter+- ..-rY`.• r 1.� �-r 1 , I 1 I' LTA t I i. 1 ,i , L., L- I I , y , ! { ! i n J �� Sect o X J J _ ._�.�t.._.� .J k:J L� t L_J 1 _ L_ �._ 'r.' 1_ L_ J. 1 i. -, I i-• r�'y r T - f _.,"r. r. l I f'. f.i. i�r �l' i 1 t' ..� f _ r. I I I. ) 1 f { :�_ ��_ a,,�.I-+ Sheet A-XXX -'r � T 1 .I t ' I i# 1T I t I I I1 ICI I I I y. _ 1 l ,' - `r' t "J_" r- I �r .�'; i- I J r :I4 `f' t. 4 i« I ;r" _i 1 TL�t a � 1 r' Y- _ _ - X _ J, {, T. "`ate ,� T`T I', `: `f 1 i. tit a 4f' J. Dea T I 1 ' �'-i t i 1 1. 77 , T y Y -r - I` 'LJ r' '1' 1 r I I � r _ { yi I �; 1 ...-1 k� TT-- ;: L �_t � Lv_ � _ i' _ �`_ 1_ _i _ _ _ _ -+Lr•+ ,,,�',-I._ ,.i '_l -'- _-L� �;.i.-'� -, _t.. �_.,. ''�.J - _i-M..1'�_,_,� _:i -�'.ice-I._ _ -F -�- •�h-- - - - - - - t - - - �-.r - - I r __L. f r .y , .;Y rt. ,'J�;-r r ,..,..J. 7., _"r'_'.' r .r,. .ra. .1 r. .r c. T: r l i' ; 1 �.rA. 1 r 7-': '1�.r �� J i ; Elevation Ta . : . :: ,, :. ::.1 : 4> .: �I r 9 I r , ' , ' , x { ., - -= -- -- Line of Wall Interior Elevation Tag I. XXXXX a r Below (TYP x �„ r . _.. 1 .. ., I. I 1 .. . . l _r r _, _ . . M E R Y L K R A M K R a r o h l t e e t 218 FRONT STREET P.O.BOX$83 GREENPORT,NY 11944 i ` e31•477•8736 I . i 1. I . Myers Massey Residence . Wlgglns Lane Greenport NY 119AA - Contractor: $ { Roof Plan Scale: 1/4"= 1'-0" Note:All Drawings Printed on 11x17 Paper Scale Is 50% Scale Above i - 4 2 - 1 0 3 201 20 2 5 3 6 4 •__ _ cov 300 301 301 ' 301 301 o Myers Massey Bid Set 01.17.2012 - © 2010 Meryl Kramer Architect . I I I I . . I I I I I I I I I I I I I I I I I All Rights Ruarwd Client Reviow 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00,2010 Consiruction Set 00.0.0.2010 4 6 11 3 5 2 11 Issue Date: 12.19.2010 301 301 301 301 300 i. i. 't i, i t' I Revision Dates. I' i' r + .I t •; � '; ! 7 I'• 'I j l i t' I. r'' } ;k' ; :a I 1 I I j + ! I ' 'I' I I"{� �'�, I"J.,{. :l.' _ . .. � :.:..-'.- .+,.,t,-...v.I.:.�..""^T�.;.-�t •--•�-r:�.r:��+-T-_...J.:.�-- .-+-''--•,.1i.��I."...T, ._� ^ 4 ;1"t - _ Asphalt RoofingShinglesJ . _ � . I` 4.1 _ _ '.�. -E' .. —i-- --' -- -- -- - - - - - -- - -- - - --- _-- ---{ - -t' -._i_.�..,.i - -•- - - — - - -_.1'i:..,=_"-may i.;_,;_. .- J ., " Clapboard Sidingw 6 ^1 q14� ..I.., t _ + yJ t A ..I Exposure T (, _ i. I r• I � i I t' , I '..i-' i. •.i I ,: } - ;' a .L , .I ' ( ARC . Clear Cedar Rainscreen l E� Siding w 3 8 Gaps T KRA S / / ( .) T R •;2 T.O. Plat e @ 2nd Floor ,i�___ I' - -- - T.O. Plate @ 2nd Floor 18'-7" elevation ---------- - - ----- - -- ------- -- -- - ------------ ------------------- -------------- ------- ------------------------------------ -- -- - - - - - - - ---- - ----------• � 6" Overhang by GC (Typ,) 18'-7" Elevation R � Te �� � e� r U 02 .�o C s T M l q �E F N C? C .' I 7'' "t (Vt n in et I Sad M a9 41 00 o , 11Ij + Seam Roof w/ 18" Seam Spaces 2nd Floor Elevation I;' 2nd Floor Elevation li I Ali I �.• —r•r— .• ..- -. --- 1. �! \ J • J }' I' I i,l. I I: 1 4 __—,--------• — 1 11 1 11 10-7 elevation ., � ;.,y �F 10.7 Elevation J' I P ' �;�,' �u IIII� ',ii: "d'I ,I;' I, ��,. ;£ it I� t•�, 4,r'.x•:' 'll •I II d �C' 3 I 111, i �l ,I 1 St Floor Elevation — --———————— 1 " ,e ati n .r� .,••..1 EI v o jif .Y:4' "�v�•. .'n �i••a f14 .t t .•r •IA•r r�•. 0 0•s'` ,.tit},y. `�.!�?.•A.,r..1.�,i«y ri,.�.• '�y ''i. v I I I 1 Q•2 Elevation Drawing legend: orthElevation _ Wal To Be Removed &S�a le: 1/A = 1'-�" Wall To Remain New Wall New Foundation Wall -——————- Lines Above ------------ Lines Below •----- — Guidelines —..—..—..—._ Fence Door Tag Window Tag Section X, Sheet A-XXX - 1 30Q X - x ' Detail Tag 1 1 x Elevation Tag x X XXX X Interior Elevation Tag X Asphalt Roofing Shingles T.O. Plcate @ 2nd Floor (TYp•� 18'-7" [Elevation ----------------------------------------------------------------- I. li I I, --------------------- _ 1'-0" Overhang by GC (TYP•) ,r: 08 .' •rs. ;.. ` M E R Y L K R A M ER '� ^ I •-' r' ' '"¢"`' .::4. :':' �'''t Clapboard Siding w/ 6" e r c h I t e C t Exposure (Typ.) . , 218 FRONT STREET P.0,BOX 083 OREENPORT,NY 11944 131-477•8731 2nd Floor Elevation 10'-7" IElevation -------------------------------------------------- - --- -------------- ---------------------------------------------- - - - --- - - -- - - I T.O. Platte @ Screened Porch 9'-6" Elevation i W Myers ass Residence 109 t! 104 ' ,t � -J' �•. . r a ,:� o r`` t' M ye Massey 11 11 Wiggins Lane ( ' _ Greenport NY 119AA I Contractor: Is r 1 St Floor Elevation =;--, =I' ;iii — -------------------------------------------------- -==' -a ,' -- --------- ------------- I�!/E Elevations „ Scale: 1/4"= 11-0" 1 -7 Ellevation <,• ,., i' e�' i i••r I tr Note:All Drawings Print d r!:•r:.%� :) 02 I h S- J���rS•%',>•{�,.�'�: ,i "e •:� .•� J 801 •• Ne on 11x17 1 � Paper Scale is 50%fl Scale Above I I I I 2 East Elevation Scale: 1/A" = 1'-0" A-200 Myers Massey Bid Set 01.17r2012 © 2010 Meryl Kramer Architect All Rights Reserved i I . Client Review 06,21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 _ Construction Set 00.00.2010 2 5 3 6 4 Issue Date: 12.19.2010 . , 300( - 301 301 t. 301 301 Revision Dates: j' ; i I t' j.• t 1 1 I , . __ _,� " _'L� _ _ --j- - I" , 1^ . I �{ 1 - 1 ' 4 - I' f;' 'i . '.i" V'' '! 'F .I'' f .4 .i 'I ',i 1 _ _ i is �. I t, I 1" L 1 -- - i 1 --�• --�-r i _' -�i _ _ -,+_..r�=+t_.-.-t_' ._.t,., .-L.._ .-`�_.l�_T^t�---ram.--I-r� '_^'.�_•'l-" .,::--T-i ..-_,-.,-_ .....T..•_T*`_T ,_�,'^_•_'�-_+` 1 ". _ T T' r I I. I ;" :i`� i" I.:.} .; } " j p..�.. '.1 :is Li ( i. i' I. ? . 1' i _ : } _ _ j i i_ _, -_-'' - �__ �_ r 1 a �.. _ I 1 �� f '_ "k i i" i t I I I I I { .1,'� I.. I: 1 r , i. :L' 1 1 ; `,I i '.1'.{ ..1. f: .I. 1 III I } 7 1 _ i'. ,., I,. 1 L'— �_ L. 11 — `i --i I r .:', ' , 1 , .. - j' - (. .l , a ., i i ! ''l.' t r :a. i .1 t l..:! } ,; V I , ,, f'I'= 1'.'.I i I t `, i L :.i_'1 I , I. _...-__._._..- '..__..-_ _,,,- _ - �....,.-,--,- I I ' .. - ' ..,._:_.Y...�.-_�....- -.-•L��__ ..._� _ _l.�_;+-k._...._.:v I I 1 i r 1 I ' i , -- -'__ .'_-�,- - ..:._`_..- ...''_ _ 'r_"i i {_�_. 1:i.�� T(''_i ' - i + "I .i . I' . -: , �".,'ter•,_-_; 1 r . 1 - :.i. }. . .i_. i '..I. .{,. }- ''1` .I ' r I 1' ,"I I 1v t ..iY ', ., I ' li. f-f ',.,,'{ },{ , ' }' I' ! -, I I I" .)' .�.t'4 I ' ;' i 1 _ - _ % - _. � 1 ' 1_,_.> i _} 1. 1 i I _4. ;;-�_. ' f I �•-�-•� J L, L i'�l.' l_.I.'I � � � -'.�,...�� i 1, I":I.` ( , - -i { .y t 1- �+ r_+-.». 'I.- 1. {., ., 1.' 1 -..1 I Y .. .�""i �,.i '�...., , .1 ..1,._i..I `. 1-•`:7`"T'. -1 I 1, i, I '., .i "I,. IRI,, ''}' 1; .I' _f� 1 t , r '.I l`1 ' ,'. .i. f 1 , I;1. �. i 1. . l r'^r-'—''t^' r'-- - - i.r,+-.=rr' : f {-�-,-- _�-;. .. . -,- _,.T�-:..-1-�.:-.:_.�...�_L.- ._.I..._+..+.�.-.--�-....�:.� _l �;� ; t, ,. 1 I:.I I' l I , .'� "i'' I. I':t I ; , I. T.~�..} I { j' i fi. { 1. } 4 . _ _ 1 L�t 1 1_L f .1� _ L. i I ! 11 Y JJl i .i i f ., hl i "r f 1 1 I. �1 �.,. .1. �. ' t, 1 I-- 1 i.' . ., "t i.'' I" , - "!:" I ' :i i" I {. ",:' (" ;.i:. Il i. "I. li ' ' i; T -C1--"-i-1--•-t'T—:--7 i'-Ti-r-- -=-'t--r.:.-r-- - , I --r:!_.:..{..._... -- - i i ' i ice, I �" ' -f .11r I .. , ; - K `J` �1—k.. 'l i i LLi I .i 1.. ! .1 i '; ',I. ! I G 1 R RA i . .t i' i' 1 'i ! I O -1 , ;' I i. L`, I ,,i 1, 1' 1 '1 I F i` i s r' I I I. � - - - -T.O. Plate @ 2nd Floor - - - -- - - - w „ P ---------------------------------- -------------------- ----------------- ----------- ------- �,: — ---------- - - - - - -- - -- . - --- -- - - - - - - - -- - --- --- - - - - - - - - - - - -- ;v " K 18-7 Elevation "1-1 „iI'll 6" Over tang by GC (Typ.) ! �''' 1 i i �■sc li I < ',/< d.:a .: �. OS n I 206 I r 1 02 O . 1• r ,L� I . E' , i � , t � X .. .. .'.r .. ..� �... .. .. .., 1. , r chII, I q �E F N O 1 4 j 15 '' 3' . r N11� i ; a �, t in t I , i S and Me a I g l .,.: Seam Roaf w I. . , , . 1$" Se am Space s 2nd Floolr Elevation " _ : r ----------- I' -.- _,-i- -M•- ♦M .. --F_ M.i - .,n-1 I -.• 4 M 4 M --, -- OU I ' '1I i � � i-r ti r �.-._--•.wr ,, - �I i I I, .��I �I'�,i. �,i i" I i'I i �I i I.� ��„i.:� I i I i i. I. I,i' i1. „1 ' ,I„ „It �i 1' , 10 7 Ele vation I. - 1 I' ;.1 W ( •1: < I1 I, h I',i ,I J a i ,11 =z' h (. .'i' I II f, i , t> I {�I _ 1� 106 ,y t'i' '11 1' I I l .4, ' I���' ill !l'� / . , . I'. I I I •I „ I I I' I I I� 1 'r'' I ,I I I I, � I, I U- I,. , 111 I.I,I I 'I. .I r �h I I P .,' 1 Y I � a': I. lI ,:1. h. li::I.�r, I I,I ,I u=: I '-4' - t 15 t f f I,.:I i` 3'..: III:;�11 I';;, i' 105 110 103 r 10 ""� .- 111 I ii i, t.1. :: .. ,a £i:: ..II: ..., M1 lit: ...::.. :i:: i - fi, I' g II i, I I dll `I 'z ,'a '111' � "�t" 'ill �i I,; I i i t f.= I, i I , P I I I I I r I I- -j3" �, I i:•: - a IT, I,� ,I. � .Il III' �1�I I III i ryY,�...:.� ,.'T.....nx,' �1:.' I' -; ,' .... ;-,. ��. ... ." 'r '.ter- ,,,, :I;: {.. :a 1st Floor Elevation ; !II �I 11 , � 1 t ;,, fi':'i, i :.:: ;ii, I ',� j 'N, is . "I — ----------- -- - - - �' __ - y , I' i. 'W -k.,'y1 till I*.'w..1.. 14 i. J- Iw, � r, I ,`-v i' I' I -----------• 1� � 1'-7" Elewation .rr-. :.; F .k" S.. 4a �:: J !t'ia i' •t ;u.1. ;:�.:.i, i:a, " ,. r it� 'i�•s, .f ''a r• �'a� r. .E ,u t. f 't •t `�. fit:;,, a,. .-- Drawing legend: - South Elevation __.__ _ _ _ _ _ _ . Wall To Be Removed . 3 Wall To Remain Scale: 1/A" = 1'-O" New Wall New Foundation Wall —————- Lines Above ------------ Lines Below ---•—•---- Guidelines —•.--•—••—•- Fence 101 Door Tog 1 - 101 I Window Tag I i � '� Section-X Sheet A-XXX i - 1 •. 300 Q. ' Detail Tag .: "` ' Elevation Tog xx , Interior Elevation T g X I .I Asphalt Roofing Shingles (Typ ) " T.O. Plate @ 2nd Floor ---- - - --- --- -- - -y - - - - �•'- - - - - ------------------------------------ - -- ---------------------------- --- - -- ,, 18'•7" Elevation 1'-0" Overhmng by GC (Typ.) Clapboard Siding w/ 6" . ' ,_ " `` -' I Y } �: , %`'" ,a '4 " : .I:,{ M B e Y o h K t s o tM E R - Exposure (Typ.) 212 3 3' a•-•ji.: 8 N STREETP.O.BOX 883 ENPOR 944 'L•' s f 21 FRONT S EE P ORE T NY 11 eas•4»•a7a• - . I I:' - 2nd Floor Elevation ------------------------------------------- -'w- - ---- -- - - -------------------- - -- - - - - - ",� �-' --- - -- - _ ;." 10'-7" Elevation - . - Fi1' j :::'. :`:. ::11 Myers'F M .:,. ' L ��I { ; �` Masse Residence ,: ; ; ' f y y '` �`at w £i .1't t'4 x I :.Ill it;;cif iI :,,,. a:•. ,,., (., Ii i III_.i ;' Wlgglns Lane ,;'• k Green port NY 11944 sy' 1:1111, 102 , . 10� P f'' i' 1�1- GL _ i.. , :::: Ii1 1.-%::-. -1 : '. I 1 Contractor: $ v.ra„. ;t-N'i, ;.,'0..,. ..5;'.,,,�>y,, T.'b trY .. ,: ;li,.._]i ilf!-- , '? 1.:. 1st Floor Elevation ' , " "' I 5 1 -7 Elewation ;, =i=i-- SM Elevations `f " Scale 1/4 1 -0 ,.l 1, 't , ',✓: �i F i `, t1Y [,y' i,v .j J. T.O• Slab @ Garage wY:+,, .,.,,�. ~' s r ;1:;„:., •p�I. -..---.. ;.r it- -'r- .. .• - r.'A R•.w•.••.eM, VI•µ.W._•a ------ --- ----- .. ,- - - - S ,• :, , .r- f . t. ^ r. :, , 17 0'-2" Elewation - - - - -^--^ -^ - wings Printed on 1 7 . .,. ,.'. Note:A Drawings in lxl Paper Scale Is 50% Scale Above West Elevation14 Scale: 1/4" = 11-011 " A-201 — I I I • Myers Massey Bid Set 01.17.2012 1 - I © 2010 Meryl Kramer Architect I I I , 1 I I I I I I I I I I I 1 I I I I I I , . . , , 1 I, r , I i I I I I , A Rights Reserve I • I I _ r r • • r : • r • • r • r • • r • • • • • • • • r • • r • r r r r • • • r • • r Client Review 06,21.2011 Bid Set 01.17.2012 Permit Set 00.00,2010 Construction Set 00.00,2010 Issue Date: 12.19.2010 { Revision Dates: i ............... i I l t— I' I1 f � ,r , i I.. fJ ,^ i..L .. :'- ....'•--. : I. i '' •-� 1:7 -' _ _ T— __.1_.' _ .•. �� yL ::-xyr-..•.-�i.s ..._...�._�..,..�..,..-..�._:.y��y-T.' __,.-_«._. r�—.j".��, J-{•..,I.�. ' _ '' �1 i .; , � ' �I ' .,i" a ., {. I__• _ ,. ,_ "1• i_1_=1 I �l_ f r { 7. {{ '. .i 8 1/4' SIPS 8 1/4' SIPS Exposed Timber W. Attic Space for Possible Attic Space f Beam by Others Mechanical for Mechanical RCR. IC `y/OIL TF� T.O. Platte @ 2nd Floor -------- ------------------------------------------------------------------------------------------- ----- ---------- " -------- evc� yv ��F i 18'-7" Elevation u: ." f I ;"� ♦ �r t emu Master" , Mas Bathroom Study ♦\ STq� y0 oo Exercise quo- oho- M OF - Room N 8 1/4' SIP's. , 2nd Floior Elevation - - --------- ------- - - ------------------------------------------- f 10'-7" Elevation \: , Ili ♦ f � ��------- , i ♦ Main Living Space Garage i Study Bedroom 2 o i ------------ ♦ � T.O. Slab @Garage 0'-2" Elevation - - Drawing Legend: -- -- - -- _ ----- --- -- _ - -. 'n e e __._ _.. " Removed ' Loin itudinal Section 1 -_ Wall To Remain :!••` Wall To Be Scale: 1/4" = 1'-0" -- ::.....__ Wa ll all .r:•.`: . - - - - - Basement New Founda ion Wall - Lines Above ... r ------------ Lines Below — — — — Guidelines .._........... .-_. _......_.. ... _.-- .... ._..._.__ _ Fence ...- - -. - o0 9 r Tog 101 lol Window Tag Section X, Sheet A-XXX x j - Detail Tag Standing Metal Seam Roof w/ 18" Seam Spaces (Typ.) be Elevation Tag SIPS By Others X 4.1 X XXX X Interior Elevation Tag X t 1-21 A 50)1 Exposed Timber Frame ' 3/8 1 Ridge & Beams, By Others T.O. Plate @ 2nd Floor '— -------------------------------------------------! j--- ----------------------------------- --------_i' - -t------------------------------------ 18'-7" Elevation t - I , M E R Y L K R A M E R 0 1 �, I I 1 e r to h I t e o t Finish Floor (TBD) on 3/4" 00 ' 1 I I Plywood SubRoor on Uls @ \ I I M FRONT STREET P.0,BOX 083 OREENPORT,NY 11844 4.2 16" o.c. (Typ.) 631.477.8794 Exercise Room I I .. _ — .. A-501 n2 ( 1 1 I � , J fu 2nd Floor Elevation ------------------------------------------ - ' t 1 - - --- ---------------- 1 _ 10-7" Elevation - - t -r t t I I Timber Girder, By Others I Myers Massey Residence { 1 I o 2 Car Garage I Entry PorrcM!11€{4 I Wiggins Lane Green t � � ort NY 119.44.. I P Contractor: $ - r Sections 1 Scale: 1/4" = 1'-0" T.O. Slab @ Garage ► " — ----------------------------- - - - ---t------------- - r-------------------- Scale: Drawings Printed on 11x17 No te: All Dra ins rint 0-2 Elevation :-- - _.- ,- -- '.r _ - - �''� Paper Scale is 50% Scale Above I - - Transverse Section . - _ -- - :-I :: -_:-:. -.:::.__ __::::.-: .: -::.'-:: -_-_ • _:_--._ .-_._. Scale: 1/4 = 1 -0 -. ..._ ' _. - --- ^` - ' _I A-300 I _ 1 --_ - - _- -_ ::-- = == _ -� I= - - - - - :.. _ _ 1 j _.._ .._ _: : --- - -... - 1.. t ...._..._.. ........... .............. ...... .. .... Fm Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect All Rights Reserved I Client Review 06,21.2011 Bid Set 01.17.2012 Permit Set 00.60,2010 _ *:..,• Construction Set 00.00,2010 Issue Date: 12.19.2010 Revision Dates: 9 3/_V j - 6 r Standing Metal Seam Roof A-sot w/ 18" Seam ,Spaces (Typ.) I -------------- �- ---------------- • 1 i v � � � � � :: �yEp ARCiyi TF C, �r SIPS By Others 4 00 Master to is I ter Study Exposed Timber Frame I I Cg-C►at Ridge & Beams, By Others 47/ 1 - I --------------- ------- _ ST 02a8� yo�� -I-- q7E OF N T.O. Plate @ Screened Porch I 1 ------ -- ---�-- - --i-- --------------------------------------------------- ----------- � - ----------------------- 8'-7" Elevation 1 I I `s I I 1 1 1 Living Room Covered Porch Deck �? 1 1 co o. 1 1 1st Floor Elevation MCI ,' ---------------f'71 -----------------•----- - 1 - 1 -- -- -------- -'------ - 7" EI � 1 I Willi Tralnsverse Section 6 -' e i - 3 Transverse S ct on: I Scale: 1/4 — 1 -0 - —' -' - I :}' - ---.: Scale: B t ..� Bas ement - --- - -- - 1 a en c L------ _........ 1 1 1 4" '-0" ------- Basement rr • - t -- =- �-L------- Drawing legend: ,._.. __-........ __..,.__ -_--L...' :. •,; ------ Wall To Be Removed -. _....._...... T Wall. ._ _. Re_ - o main 1 -- --- - . N Wall _, -- :., _ _....._.._ -' - - - -- - -- - -._._... ew n anon Wall _ -1 N Fou -——————- Lines Above 71 ------------ Lines Below -- - — — — — — Guidelines Fence Door Tag , - u lOt Window Tag Asphalt Roofing Shingles (Typ.) Section X, 12 °" � Sheet A-XXX 9 3/� �... n l X_ Detail o Dtil Tog 9 P SIPS By Others Asphalt Roofing Shingles Elevation Tag X _- (Typ.) T.O. Plate @ 2nd Floor - ___ w,,, ll x _______________________________ j X XXX 18-7" Elevation �J ' X Interior Elevation Tag x ! Standing Metal Seam Roof 1 \. \ Finish Floor (TBD) on 3/4" w/ 8" Seam Spaces (Typ.) Plywood Subfioor on Uls @ 16" 3 SIPS By Others o.c. (Typ.) " '2 Master Bedroom Master Bathroom A500 12 f 51 A 7/��-�• Exposed Timber Frame M E R Y L K R A M E R -- TO Window _ ______________________________ _ __ 1 _____! _ d1e ------ Ri & Beams, By Others a r " n I t e a t ti ____________ — ------------------- - - --- --------- - - - - -- n Floor Eleva on _ __ 9'-4" Elevation 1 10'-7" Elevation I 1 I W FRONT STREET P.O.BOX 683 OREENPORT,NY 11944 $31.477.8734 i I �+ ,� I I •\ S'creeneI q. I Living Room Porch1 .!lp �_. i,'. . III'.l Deck A Bedroom 1 Bedroom 2 1 :;;,,. ,;,'• \\ ,' II' ,; ''`1 Ill; !l i,!i ,' i::a .,:► p!�jl} ; Myers Massey Residence - 1 ,, ,f:, , °! n„!� I 1stFloor Elevation ------------------------ ---- _____ 1st Floor Elevation #"' \' _ ________-_-____ ---- — --------------- ----- 1--- l� + Ij>ij_wlw -+- Wiggins Lane Geen o r rt Y 11 4A 1 -7 1 Elevation - 7n Elevation 1 �:' I I •� � � ��;, ,, P \' see Contractor: --- „ Transverse Sectl©n - - ' - '`' 1 �' _ _., -. I Se tls_ „ 4 Transverse Section r• - 1 ::� - Scale: 11/4 ? -0 - - Scale: 1 4" = 1"_0„ :...---,, T.:. .._- Scale: 1/4" = 1'-0" _ ... / Basement �' -- :_ 1 �.. Basement '' _-,... I_ __ r. _ ;;1 __ '; $ Drawings Printed on 11x17 , •i:' . ' Note:All Dr Paper Scale is 50% Scale Above _ _- ......-. A-301 ... . . ......... I- .. I - - -- Myers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect All Rights Reserved ! i I I I _ I Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00,2010 i n i 17 Construction Set 00.00.2010 I , , , . I - 1z I ,; . . , z 1-:11,�- �.i , , �& ."tr•', 1� - . 9 "" Issue Date: 12.19.2010 i `�111,�:, ,*mo I I I # # n 1 1 I I I I I '" /\ /5 ,\ Revision Dates: ♦' / i.'-,'. 1 - - 4. - - \ w l�@� �{�\�I�\�{I\ t I 1 /:. W/Vll ll1! / \ ',�. + \ i t.., �- i ♦ / 4 ) ` / \ + 5 / / \ \ ! F r t l - . . .. _ - I I I I I I / \ / \ / .. I 1 I I I I 1 1 \ I 1 1 I I I 1 I 1116 1 1 I I I I .. , 1 1 I -s�...a:J.cs....- , 1 � , . . 1 .3/A-402 I I I I 1 , I N N I I 2" Thick Wood Shelves f _ I I I I I 1 O O 1 I _ i ' I i i i i Kitchen i i �i i i � r ® �o ®� ���ED C/y���C,.: 1. � ARi i i i Q Q I I - 0 AV F 1 I I 1 I 1 I I1. 1 1 1 I 1 1 T 1"' I 1 ' ... Main Living Space \' �� `C/� �F y _ I I I 1 I 1 1 1 ', �,: T 1 .1/A-402 1 ' ~> 0 S. 1 I 1 1 1 1 ''' - 1 1 ,.,1, ;! - - .I P„ .�cI eI 1 1 1 1 I 1 1 1 ,,. 1 I 1 1 I 1 1 1 % ��8\'V,. 1. I ; I I I I I I I 't, .. % I. ,q� F to . IF O 1 -, II n '1 ' .1 I . -1r-L r1. ..I 1 l r,r, K`-� I I .I - I I I t ---- — . 1 1 I . I . I I I :: 1 '..1,.+',.......:: : :%.'. .,,. _ 7. _ . + ., '4' - 1 1 1 I 1 I I' ;Ci; - - M ,.,- , , I I' 1 1 I 1 I • 1. , 1 I I I I' 1 , i ' I ... � , A I' 1 [ I .. ' .. .-. . . 1 1 : :' 1 r. r _ _ _r___ . 11 .. - \\ - I . I I I .. ' .:.: -„ . a 61_ 1 1 1 1 • I 1 I I 1 ..'1'. ,'',- - .. �'� f e.. . .. I I '. .... \ 1 t .. " . .. I. .. .. 1 .. .. s-,.': i '`t 1 # ' 1 ./: i !.'. 'y,'.r . I i I 1 e 1 -.a . . 1 I .1 #. .. \ ..r.,,„ 1 1 1 .. V . . . :. ' .. r.y,,,, "a1 I I I I I I `1 ' r:' ;.;. ,;; I I I I 1 .. I ',:I . - :. : . ( )�Kchen Dinin Room. ElevationsLi I'll-�rl411 ',� I 1 1 I I ./��' :'1 I .` 10 e: 3//, 1'-Olr ,'. :.',::;;::'::'. �' Drawing Legend: �, 1 1 1 I I 1 .5/A-402 5 s r,:,,,',, I I I 1 I .I :,'I:.,:':. Wall To Be Removed , �: I 1 I I 1 ::'. .'I ._:.I. Wall To Remain "11¢' ---------- -- 1-�- - .L:.L.....y ,er _ New Wall 1� �r �` r--r.-.,-.--+ .. . ... New Foundation Wall 'i I 1 .1. ..I I , 0 -------- ' ,a .,, I 1 I t Lines Above 1", �r, 1 1 ------------ Lines Below I I. d'ki:1d ? I , , I F79 I. 1 1 1 . I , ;:.'� I ®.......::'.;::.;.;:' — Guidelines a,.i..j,t 1 , .I �'g;.',, :'. 1. I , :':. ..:'.`.>'.``''.':::.::. 'CI - ,.. 1 ''' � Fence f ' ` I "' �� O Door Tag a''a 1 1 I : I 1 1 1 ', ..,a9',,.; 1 1 #' % t 1' CAI 1. 1 I ' I I ' , I - '-! .,a I 1 1 I 1 I , I'll S '.,k, '' 1 1 I . D• • r I. . : . .. Window Tag f.:, ,, -1 . 1 ,..'w I I n I n re # 1 .�-, , , . ... I .� ::.+.+.. �.,+,.+.......".. � 1''. Y I ,I . .1"...--:,:. +:. :. 1 ., :. 1..: I , ... ... ... .. ` :I '.'1' rr..' Section X, 1 #.:.. . , .. ,.. .. I. Sheet A-XXX ...I1 . 1 1 I I- ,: I I ` "1 I' ' x I I I # I:: I. , , % �; I Detail Tag I I I .'... ' 1 .'I I >'.',. 1 i ... .. .. . . . ..... . . . ... 1 I I . . 1 1 II 1 ':' I "::; ':(; : I ';.::I.. ,'... . 1:.""1' ... ... � ,. , ,,, . I 1 r,'':::.il �d Elevation Tag II :: I':'':I �T7 I ' ' ''''' ';'. 1 � - I .: . I. L: ..::' 1 1 EI I Interior Elevation Tag I 1 1':'.'::'. 1 I I I I I i i X e> 1 I 1 1 I 1 I I1 I I I 1 I I X . I I I 1 I I 1 1 I I 1 1 1 1 I I I I 1 ,It , 1 I I 1 I *''-'-1- 1 1 I I ' 1 t 1 I T"":" I I I t I , , . iI ' •I:,,r,; "tI", u' I 1 I 1 1 1 1 1 1 7,•"'>fNi 1 I 1 1 1 1 1 ' s,,„ 1 I 1 1 1 I 1 r`I`,r ;.»'< C�'i' I I I I 1 I I 1 ' ' ' I 1 1 M E R Y L K R A M E R j 1 1 I I I ,. ! I ' : 115 I I I ' e r o h I t e o t ,,b'' s I I i,'`"l�, I I 1 1 1 " 1 I I I I I I 218 FRONT STREET P.O.BOX 883 OREENPORT,NY 11944 t r�Va 1 I 1 I I 1 1 t" ',�aiPl —y I 031.477.8188 ?4;'� , t ,,'IW a ti ' ,v''+r 1,. ..,�, t;tae.Pa.4 1 'm qJ" k p, n, ,, , .. ,' ,: I, ':,:, ,r:•; .!: it :n1t :,: 1 A' t.? ,, < v.0 :: ... .. ,. - ...:.,.,;:'r:i, ;;;�;,;. .�...f,�,.,,oar:,Ia,,.;.;,.:,::�,'...::,•: 1 0 Kitchem/Dinin Room Plan Scale: 31/4" = 1'-0" Myers Massey Residence i y I � Wiggins Lane _ ���.":Im . Greenport NY 11944 �Ia,' ,I, 'Id,d„ - li I',. .�j . II I'. I C I 'I I I' 1 nt�;' 1. Contractor: Q �jt I. I 1�''' T I I 'I.' d r _u .. I' I' .::�; _ I I � iI 4 1' ;I. • f J P} I ,I Kitchen c en Elevations I' I I, I ��I�'. va ions I I' '�I o- 'I t I Il I I II II r: ' Scale 3 4 1 -0 Y I .I I' 'I ,l l 1 ' t o e•All Dr i . N awn s Printe d on 11x17 -,. :` Paper Scale is 50% al I da �: P Scale Above i , , I %' '; .: I +.I 1 ,,L' '71 i i: : "I I. '.i ''1,' ,1' ,n"�y I I , . . . . : . ,:. ., ., ,.:, ,,,::., 11 .,,,: :�I 'I L. :I',' 'I' .:I: . . . . , - rim _ I.!!!!!,!" IA-402 Itch n Island �Ievaficln, K e Kitch�ns! EII � 1 �� _ �•5 and II evations �•2 Kitchen Dining Room Elevations . Scale: 3/,4 1 0 Scale: / 1 A Scale: 3/�1 1 -0 Myers Massey Bid Set 01.17.2012 _ © 2010 Meryl Kramer Architect , , f , , , , , , , , , , , I , , , , , , , , , t All Rights Reserved . I I . I 3 i I Client Review 06,21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 Issue Date: 12.19.2010 Revision Dates: ED ARCH�� 5K P, F A 4E A'.0" 614" 4" 4" 6'-4" 4'-0" 4" lo e i ♦♦ c _ Natural Wood Frame Natural Wood Frame tI 3'9- 1 2" '� / q o aN �� . _ / I as r 'net / // / v Natu aI Wood Cnbl s / Stan O II@ Of �aW/N Natural Wood Cabinets Stone orTild of GWB Y :. 2 r / G W i .... I E E Bodart&.Gong d2 LED 9odart&Goncy E Y, '',Stone Counterto E HD .� P TV 're Fire lace" ao _ FI toes P I' p �1 a 5:i r `+1 r tl @' O fir 60D:'fire 60D 1 h O 1 - M , p p - : 77/ / /�♦ E i I. ,.i E 1 ♦. Fire Wood Fire Wood r: F , storn@ I fig li 'S ora e ' 9 I ` ".'' r':: Recessed Toe Kick Recessed Toe Kick ° j - I - Livin Room Fire lace Elevation Din in Room Millwork Elevation { 1.1 Scale: 1/2" = 1'A" 1'2 Scale: 1/2" = 1'-0" , 16'-5 1/4" living Room 13'-10 3/4" Screened Porch Drawing Legend: Wall To Be Removed jWall To Remain Painted GWB Ceiling; New Wall Color/Finish TBD New Foundation Wall -——————- Lines Above ------------ Lines Below Exposed Timber Rafters; ---•---- j — Guidelines by Others —••----••--- Fence Door Tag I 101 Window Tag t 0 Painted GWB Wall; Section X, Color/Finish TBD Sheet A-XXX 0 • Wall Sconce Wall Sconce Wall Sconce by Owner by Owner by Owner . Detail Tag c, - �f-_ _�,_ A� Elevation Tag l�f t{ 1 Interior Elevation Tag ?' _:, - If, X T f } X}+ X it-- - .:j1.. Il . :} i -�1! .-1.1i . LE } .-' - 1, 1}t f'i 1 :1 -fl' ' %O - LI I i 1. _ — 1 p. M E Y M R e o h IC t e c t ��'_.' "�.'�"' -}i--_.ii- =1, _jlT -i,- i •f -_1•' I--}1'ii�=��ll i:i� J ! -; ..'";! -- I � 18 FRONT STREET OR Y 1194 !; 2 ET P.O.BOX 883 OREENP T,N 4 _I i !�1.477•�7�• i Livin Room/Screened Porch Elevations - 1.3 Scale: 1/2" = 1'-0" i 1 Myers Massey Residence Wiggins Lane Greenport NY 11944 Contractor: $ Living/Dining Room Elevations Scale= 3/4"=1'-0" Note:All Drawings Printed on 11x17 Paper Scale is 50% Scale Above A-,4vf"3 Myers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect , All Rights Reserved Client Review 06,21.2011 Bid Set 01.17.2012 { Permit Set 00.00,2010 Construction Set 00.00.2010 Issue Date: 12.19.2010 Revision Dates: J� I1 I �ED ARCf1/ O M^ i 2.3//A-0 ± `' Painted Wood; c�c► ao i o o Open Adjustable 0248� W Shelves OF N Painted GWB CV CV I i 2.1/A-404 ��. I j 00 N r` I F N N 1 `Q f i w j White Plastic Laminate Counterto /Backs lash ® :ilii ® 000000 O000;0 I I 109 LG TROMM LG TROMM Front Load Front Load, �JI A-404 Washer Dryer 1 f - wti I+, r,- ; ,1 ❑ Applied Baseboard undr Room Plan Laundr Room Elevations �Lamdr Room Elevations �Lqndr Room Elevations&1a Scale: 1/2" = 1'-0" 2'1 Scale: 1/2" = 1'-0" 2'2 cab: 1/2" = 1'-0" 2'3 cae: 1/2" = 1'-0" l ' Drawing Legend: Wall To Be Removed '. Wall To Remain New Wall New Foundation Wall a -------- - Linea Above i ------ --_ Lines Below — — ---•— — Guidelines --••—••--••—•- Fence J S Door Tag tot Window Tag Section X, Sheet A-XXX . Detail Tag x I 4> Elevation Tag x x xxx x Interior Elevation Tag x M E R Y L K R A M B R e r o h It e o t 218 FRONT STREET P.O.BOX 683 OREENPORT,NY 11944 $31.477.8730 Myers Massey Residence WIgglns Lane . Greenport NY 119AA i Contractor: Laundry Elevations Scale- 1/2"=1'-0" Note:All Drawings Printed on 11x17 Paper Scale Is 50% Scale Above r Myers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect All Rights Reserved Y 1 . . I . . I I . 1 Cl=ant Review 06,21.2011 Bid Set 01.17.2012 Permit Set 00.00,2010 Construction Set 00.00,2010 ''x,-;tr "ti:t...j: ,,.r,:r:. ,:i.:A` ",. - 'ar:°:: . ssue ate. Ol /L/�,,I1�/1-,".L,.1.­I,­/1 ­;:,I,.��,N��"�i.�I tq,,,"�.rN ,,t:I:"',P­.."I:II ,�7,',',_�..1.­."�''.�I-�I,��r'�I1-,.%III;,�,­�I;"�'."�,1 1�1II,I,I I:.�.I.:...!�:�,.�,.:I_.. _�.*...�,-"._I 1...:.I.,*..,- de--�---� ---% .(..�,�.�:.�­.,......:-.I..,i.:�...I.0.,­�.I'.I I,,�..I�.�I- ...:...�i:...­..­._.,...::�,:..,:,_,,:�:..L...,..1i�L).:.*�...:.....,,..._�:.%- .&�':I.I 7r:�..0.I...I1, ----------------------_....-- ---- ��C . �I I (I I I I�.1�]1%.,"._I.I.,1�Ii,!.. ,,/_/I",_'`1"._­,_1_3­,2> ,-_.--_.__-,"­__':-__ ­-,-,­-"r.1­_.1-,1 I-�.­­- ".%,-,. .!._�. _11.1�......t......._....__.I.I _."_—__\ I. et �' i j a Revision Dates: -.: /-' 5/8" Durarock w/ 3/16" Thin _ , ,. /--'---- '------------_._..._. ." .. '. „>:.r A _ _ I 1 , / Wa I Tile w/ 1/ 6" Grout 1 ,, me } , I O . -.. - , '- L' o ' i:.•,,,,u.,, / Wall Sconce -',;�/ Wall Sconce - . ' \t Bathlroom P d GWB P ;;' by Owner f ReC@s5@d by Owner Olnte �� �� - IZ r an WQII Tile' � �'rameles 5hower�'�--� Rubber' ed Showe -------- - - --------- `",Medlcn@'._ '--Enclosur ._.. Membrane T „ , _ YP ; , ,. _. . / I \' - f in` t ,b e �- ", , n _ ssSee - \ \ 1 3/4 ty S {' t": .__.__..__. _._. - Linear Drain r / D A /' / ,n / , B 2 6 , ,, , , fr n (�� A1/� i, , o >" " d 3 8 Stone Floorin tiv 1 4 5 F �' Towel ar ' r O B.O. I ' ' "°' Pitch per Foot to Draiin T y '�Q- ¢ ¢ , - -- -- 2 6 P ( YP I Q F a , _..... ` 1.1/�A-405 - - s k ti /, 1 , - � ..„_...- ,. .,,-._1- ,. - 2"Pipe �1 I f. I_ �T , ' ,%/ _;,.,_._- ,.'..,.. Concrete Setting Bedl Yp, _ , . " , / ,' __ - - ---------- F w :­ N �N j .. -- . _. _-...: v: h' ,,/ __w_ r 3/8" Backer Rod; Continuous %i -,�' 3 0 '`" .Along length, All Sides I - ;z, G: - __ " 4" Shower Curb t;, h I 1st Floor Bathroom Elevations 1st Floor Bathroom Elevations 1st Floor�alhr�om Elevations 1 st Floor Bathroom Elevations 1st FloorBathroom Plan 1 .1 „ _ ,- „ 1.2 „ _ „ 1.3 _ 1.4 „ _ 8 Scale: 1 2 — 1 -0 Scale: 1 2 — l A Scale: 1 2 — l A .::::...:: _:::;::::,:::: r.I.�:.I:.r'_..:I.".:-::..I. �iii!�L!IiIiIIIII-I:III�I�I . I I - I .--�.---.. I I ". 1'1"�,,1_�,t�t1 I�1P1�,I-��,�""I P.'�,�II,,,i,4i�,t:�'I:"��;�",,,,,i 4�,,�,:�,.:,��,�r:i1,,,��",�1�,,,1;i"i,;1,1�_,�,,I,�,�",:,'�,,I'""�'�.',,I,,,j'1�1'',��,�!,z,�i.I,-,,j�:,�t.;:,1"',�,:�,�,��,�,:,�IIi!,,I,'­I���I�,,­�-1�I',-1"""[",I� .�1, I.",��i1,(I_,,"i,�,rI'­11,.,;jI:.-"��I,,,,:i,/"_,i,,,":``�:',,;�:�,'I,,��i-,:,'",",",`�"�I��i,i,,�`-,',,,'�,��''�"_-Is­,�,.1,""z,�,',,1,��1,��,-1,/,�-1i i I,�,�.I',,�",,i�,�"'­:,l,�I,'�I,,N,,_),�-_,�if6 lI"I,z"_",I'",�1;1'I�.,L o-*Z,�I,1�!IV 1�,",,.,1,�./�1,�IIIII./"1/?//!-"� ,I:J,�I�"�,LI 1�.��:o,,),1,,I-,�,,��,��',,��I�_"I:,:"\ I,I:,"I,/'�`,"-,I,�.1�,�,"."'­;,.��:,��,"'�­":1--�I,­.:���",1�1,���:?_Zi,!,'�,�1 I;"S-� 1,",-,�,,`,��-1,',1,���"�,:,�1,:; ,,I."1,�,,.1:,,,::""i',_-��i'"_�Z-':I ­I��F..,.,�:;'1",,,:­�,�I"�,,�',,�i"�-,M�,�,�,"��,'",,,�."i,�::,1P":,,1 t- �",1 1-,.,,,-,.%., . .(---II-r--I�.1!,,,�.,.,­�­1­..I.__��11_-,,,.­,���I;,�_.1 r,I,,­!I�I --I_L(1�'�"i.--�'­'��I:,.F�,-1 7,,�'­,,�,.Z.�:':'i 1�;�;;�;��'.7�-,;�)J.I,k'",IJ,,.,,�I�,--_-, -.Ih,­-/")I��,-_�!.1_.%,,—I-�1-_1-­,, .�:,1._,�,�,-6.�._.,.-��-.ft1,� 7 1 Scale. 1/2 1 0 / / / .�..:...I.�,..i.�.I..�.....i.��..I.p� I /.% _( I [\),L-,l'.L.�"I C�:.'.I=-\t.=,\,�I.Q\';.I-%_.�I-:��..":,:_d,_, :-- 1. (..-..I.,I'�.:...I.',��.I:,.II1�./...II.%.�.,..I::;,,..1...��:...:�­­��...7 i: IA:�,,.I.,..�::-:..�,.���.�I= .�.......�,.1:�"\;,.,!I:.,.:..:­��:...­.r,:..4..­:�..,....: �..=�:./�.., '....:'..1..I/ ,`:...:.�,' �\=.r,�.�1:\.,,I...'�:.,%..'.�:-4..�.*-.�:.II/\,.Ij.1:.��I.1 ,,��.:,,,��In% �:..I::.:,.I,.�:I� �::�,,I.I MIff�-1�_��-.:�'d. .> -_��Ij�I,.-,��_,.,.�:1.,:.��:%,,_,."<.,��,.6":,�._:,,�..I�.,.- ,..F,I.�. /,I,., 5g I\� �./.x:L.�..� .�q��2 1 .� Scale: 1/r2 = 1'-0° : 2 ... ...::.. :..:.................:::.:.:. > I 4 Section Detail @ Linear Floor Drain caI 33 = 1'-0" _ wan Scon �,.__ --- by Owner - O ij .,. - , C.R. Lawrence Geneva _ '., �', 4i Brushed Nickel Wall .._E�"tI�,;��.,!.:. �Y � nt i,,r'".,,,;: :' Mou ed H n e r I g ' \ \ �'Recessed l� 1/2" Glass Shower Door \ - . - __ __ _. �___,_ . _ Drawin Le end: 9 9 l.I ` ,,,-. ,' icine = _ _ _ _ _ . Wall To Be Removed s;, - - - - - - - -- -------- .' / Tile Curb 5 ,Med ,H: t.` ,.e I 1/2" Durarockw/ 1/8i" Wall To Remain " ( 4 Setting Bed New Wall .�..I-.2�.....�.�...�..�..,.:..I.I:.-*.�..�..:..,.,:.:�.I.-........:,...­:..�.:I,1.._:..I..I_:......:�I�.�I (­�-­-�..'­_�.­..���.�-*�.--�,.�I-I I -�I.�_I__�1­)-_..I­­,,�,I_�.�_-­..�:.7-iII�i��:,;i;:I� ---.,..--.,___,,..-------,_,-,,,---_____,_ ;.. 5, ; Towel Bar; �r� New Foundation Wall :i B.O. ..a N 3"Tile Base Beyond i_ V o m Lines Above Painted GWB - m i / i /e i a ; Lines e ow `r 2.3i/A-405� _„__ y_- \ -...= __ -_: — — — — — Guidelines I - ; I _... _ ------------ Fence { :' N 3 3/4" N 3/8 Tile Floor 101 Door Tag 3 - —-N 2.11/A-405N - -- - — .. . \ a ._ " ---...---------------- - - i',,, - 'J - M M L ­­/­//--- . 0 101 Window Tag ;F"mi j'In r'':',,, "T::,fe�': - f,,. q1•, �-' ^�'f'a, R t / a Powder Roon Plan Powder Room Elevations Powder Room Elevations POWer��00� d Elevations Powder Room Elevations - - • • :•:•:•: : : : section-X2 2.2 2.2 2.32.4 I,- , 9 ,. . ; rR • RRR • R • SheetAXXX ' Scale: 1/2" = l'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: / = 1 -0" Scale: 1/2" = 1'-0" .R R • • • . • R " • •RR• R -� I I:..I.I%�.:�:-,-�.::.,_::...-,�,...(�,...:rI�,�l i-.N I2_],,::I.�1=.�.�*:, 4�: 11 '"" X r Detail Tag ° � I 4 d. /fin j '3/4" „1/2"r: d L]'.' r , Elevation Tag x x xxx x Interior Elevation Tag . x ' 5 Section Detail @Shower Curb ' Scale: 6" 1'-0" . . . �„.,....'��;�,�I �- ; e b' ,�'+--� 't,H •,t w d "S,5 ,-• rvY, w/' G`.5}�. ,.. r' 'v ^c•8' -9' $ /Y k ': ,,; / ,,,,TT, M E R Y L K R A M E R l ,. I r7: .'"r'G ":ri`,..'r; ''t�, / // /'/�03 ':'r, =1y e r C h I L e 0 L 1 .. sip.,; '"C ;;;Y '':i'; --o;P. ..,'�',�' , I / / // , ` ad,.. k ,r/,,,f" ,', '/ / .Y•l 218 FRONT STREET P.O.BOX 683 GREENPORT,NY 11944 'F' .,, .. „i ! ,:". ! •4 31 7 •• 34 7 ,.,, '. !':"; ;. h t' i, „ r L., ,. a b Owner b Owner I Y Y a:l 3lA-4 0 , 3 05 I r.t-. I a ,:. , , 204 a o' o� i b' r , II Be n Wa o d r , IB Y.. ., a,�N,. a Qnd' . .. . ..... . ¢ ¢ :. : i "�° , Y y �, / \ I ' , r. c'� M r / \ , r , .. .,.+, ,, .,. .. ... .,. .. .rr ...;I At,.. , :., f / 3.1/A 405 •.. .... ... ., _.._. _ ,r. ... f 'r 1, , ,, Fra ales Glass /' �, Recessed Reoesse �' � I,. ,rfi � ,,� d ,•„': / \ \ t it , �,: rs Mass Residence , , ds�er Bath ' hMedicino M@dlcme Y r.... M r I r i Y --Show@ c osi� @ Y r I M e e s; _. i { / in@t Cobin t k ' dab „ ,., ... I'4' t,F 11 .. .J .. ,.. .: ':'I. �' \ '1.' 1. ./ _ . _ _ WI Ins lane - -- -- _ - - ---- - - - � _� - - - ;, 99 __ _ ,. -, , Gree rt NY 11944 ;V I y z. npo `" 16"xlfi"i1, ,� \ O ;, F' 1 t } 1 Contractor: ? 1 i` !' o�, i_ i o O O j- 1 �^ � i'. ti- �'�T \y i 1 lI _.. \ /^F. _ _ .i".,.." I f' 4 r in B int Pa tad G Pa ed B W � i GW Bt a hroom Ele ti f va ons & Details r \' e s Noted .. i .- '•i ', 't �' i :'r w / t' ote: II Drawin Prin ed I is :,,, \ , ;, N_ A s t on 11 x 17 t v . 9 ,.' r ;, w". +, ' Paper Scale is 50% Scale Above 1 t :r p i I _ _ _ _ - r 3., 1 r » \ \ , , j .. \ I Tile lb-Apron / ;, t � ' p \ t. ,. {;. ..... / Master Plan Bathroom - 3 Scale: 1 2" = 1 '-0" ' / Master Suite Elevations (Bathroom tater�S�Re�lli!vaflonss (Bathroom MasterSuite Elevations Bathroom ions Bathroom).1 Scale: 1/2" = 1'-0" le: 1 3'3 Scale: 1/2" = 1'-0" 3'4 Scale: 1/2" = 1'-0" Myers Massey Bid Set 01.17.2012 I - © 2010 Meryl Kramer Architect All Rights Reserved I i . r . i — I I Client Review 06.21.2011 Asphalt Roofing Shingles Bid Set 01.17.2012 (Typ.) / /. / . Permit Set 00.00.2010 a Standing Metal Seam Construction Set 00.00.2010 ssue Date 12 19201 ~ P Roof on 1/2" Plywood, I 0 / 2x4 Purlins on SIP Panels (Typ.)SIPs� B Other (Typ.) J Revision Dates: SIPS ) / P Ps,By Other(Typ / I Standing Metal Seam Roof �.. „ 1 2 Plywood, , 1 xb Rafter Tolls @ 16 0. „''- ,, .�` on / 1x6 Blocking, 1x3 on 1x8 2x4 Purlins on SIP Panels Cedar Fascia, Ripped lx (Typ.) Cedar Soffit w/1/2" Insect/Venting Screen (Tyl Timber Rafter;By VTF E- o SIPS, By Other(Typ.) (Typ.) ICY) -o- x6 Rafter Tails @ 16"o.c; OI x6 Blocking, 1x3 on Ix8 5/4"x 3"Cedar Door/ >: odor Fascia, Ripped I - Window Casing (Typ.) darnsed Soffit ng Screen1/2" (Typ.) ���EO ARC/yll Y { �Timber Rafter;By VTF (Typ.) ' i 3/4"Wood Flooring on 0248� OQ' 1/2" Plywood Subfloor; STq OF N � Plank Size/Species TBD Tf F'• :.' Timber Rafter Beyond' ,., /8"Sheetrock @ All I i" r + ._ - Walls&Ceilings (Typ.) LY; r _ EXERCISE ROOM 7"Cedar Clapboard Siding w/5" Exposure (T. .) a� III , fill - x e KITCHEN ° I,II I ij. Drawing Legend: High Density Spray Foam 1 1x3 Clear Cedar J Wall To Be Removed Insulation(Open-Cell)@ Rainscreen w/3/8" :: Wall To Remain ': %i. ! _: All Exterior Walls (Typ.) Spacing on Ix Painted New Wall Provide Painted Wood Ir Black Battens on 1/2" Extension Jamb as Necess ry T-111 Over 1/2" Plywood x e {I. New Foundation Wall x e Sheathing (Typ.) -______- " Lines Above " 5/4"x 5 Ipe Decking }.; j t a. ------------ Lines Below w/Ipe Clips, 1/2"Spacing — — — — — Guidelines on 2x8 Treated Deck ' 1"x 4"Applied Casing Framing (Typ.) --"—"—"—'- Fence @ All Doors/Windows to 1 r Door Tag be Painted (Typ.) I '; 101 5/8"Sheetrock @ All 't ;," GARAGE Walls&Ceilings (Typ.) LIVING ROOM Window Tog High Density Spray Foam 101 Insulation(Open-Cell)@ "=" f O i� All Exterior Walls (Typ.) Section X, Andersen Eagle Aluminum i � �! � Sheet A-XXX Clad Windows(Typ.) e x �- ,t n,•:- X Detail Tag �''I'': ' r ---� IIII',I 111 I I,1 4"Concrete Slab w/6 6/12/12 I' X 6 Mil. Poly.Vapor Elevation Tag Barrier On Well I z Compacted Fill (Typ,) j' i; X X XXX X Interior Elevation Tag 1 1 x 6 !1 !I, ,IIII X b ,IIIII, � e II,II,i x ! .• iii- '1t ° i 1 i -i I 1 f Parged Concrete Smooth z e I+: Finish @ All Exposed 4 1:'i�'.0 Foundation Surfaces r" All (Typ.) ...►. } - q ,: r,I, ;I'' t.,. e r a h I t e a t I; ,, , ,I.',' ° BASEMENT 1'', 1 `' BASEMENT _ d' 1 I'I I' a ^mvl* M3A'ee r'IHrrev - i I. 1 tt I' � , Ik - ,I .=1 =,III- :III I � 1. 1,1.t "�- '1 lid :..f. `i�A FR NT STREET"1 4 7 7 •7'8 0 Y 110A d' I d '� � 1 'Q I 1 , 11 I � I 218 P.O.BOX 883 GREENP RT N 4 d'i. . Free Draining Backfill t� 1 I Free Draining Backfill t 1 8" Reinforced C.I.P. i; 8" Reinforced C.I.P. 8" Reinforced C.I,P, ' it `N'f ' ;' Concrete Foundation' 1 Concrete Foundation Wall Concr Wall . . Concrete Foundation Wal ;•d.' w Continuous J Cote w/Continuous J-Cote w/Continuous J Cote / '1 �, -,•.r. .L-,! :I�i:l� I�"f {�;� „�•I I:Ix- ^t t WaterproofingAlied Water roofin Applied Waterproofing Applied 1I `1 r slow Grade on 8 16x 2__r.. Below Grade on Sx16x12 B x 1 a' Below Grade on Sxlbxl--'I 1 r, tEI . , I I t .•.�._r, . ...-... .. ... .. ..... :,.., ...: '::.''.` Footing, d1, C.I.P. Footing,min.3-0 C.I.P.Footing, min.3-0 C.I.P. min.3-0 9. I:( �:Wr I FF , Below Grade (Typ.) ;d 1 Below Grade (Typ.) Below Grade (Typ.) ° i. :., . ,. Mors Masse Residence I - a; � (SEE STRUCTURAL DWGs (SEE STRUCTURAL DWGs (SEE STRUCTURAL DWGs FOR TYP FOUNDATION FOR TYPFOUNDATION •I'�!;f'r�• �,-��'� II� I�I�r,�l��'1r= �.�:1h.,:...1 11 FOR TYP. FOUNDATION Wiggins Lane DETAILS) DETAILS) DETAILS) � . "a' .. •: a � rI :, ,' �+ I ,.:; Greenport NY 1194A I j• �� � � . I 1 a ^� ,�',.t 4, IL., ,iir � .•I I 1 11.,, � . '. ° Contractor: $ +—r-.e. •.r •- - R,.6.I01 . - lII.I:�.._�.:l�.l. :, ", :,';.I�:, ,::, . , : , !..,:,, Wall Sections 1 ° Perforated Dram Pipe to ^' P 11 _ 1 " • Perforated Drain Pi a to I I...., .....:., . P -a '' Daylight P Scale: 1 1/2 1 -0 ):: �.p :•.._: • : ;':.: D ells or Da li ht w D ells or Daylight ht w/ 1'YN' Y 9 / "+/:� r ..... .,�. ..,: ..:.: :,,L ., ,,,r-1'' .w*Vti; r. ...„.. ,,,... �•-. I , „,! :� � ,, ,:: ,.,„ .,'.. Course Gravel Covered „ L. . .. a Gravel voted t'J 'II �a I'I y.y, C' t II D�' I 1 Note:A Drawings Print n I •I �'• N Printed o 11x17 'n Filter Fabric Abovs& I.1 ' in Filter Fabric Above& lj I - w,..•,,•: .�• �•.,••..•`�� I 'I :=,,• ili. Paper Scale is 50% Scale Above 1, Beo Pi e T _1 P , Below Pipe T 1 III- ( •) I' - - I Ilift ji; I I �1 != I- 1 1 I I : : r � r I Ir I , ... .�., ,, ..,._. }l .. _. ,, ,_..., ,I,.._-I.li� ��,= .I. =1,,,��=1i11- �I•I, I• i- I' { I: l,il .ail �.,� Ir,I ,, , r.11. Ill, I . ._-._ .._...... ',...._ :...,.,... _.,...». I....r.... ,.�». ..r•..,.. ._..,., �„-. i s,'..•._ t,w«._ .:.—«. ..,.-.... _..._.,.., ,..._..__ III._,_. .....,...., i _..,..,» { ,.,..,.;. , , I I _.. 1, ...._ t _... ._ ,.. I r l ;I- I 1- _.... _,__.. ,..K. _..... _,.,.. , ,.... ',_... ........... _..._.-� I.,,,._ -__ _..._, __•,,, _,,.,_, ,_,,-. ,_..., �I_,_.,.9 .,._..' ('....«..I ..,_.. ,., ,,,_._.,j l,,,-:-._ (('- i --._ 1 . I I _I :!' I� ,� , {_. : i I %�=�=,•, } , I.. __,w,, 11 li .fill Ill•) :Ill.----illl ll,w�.- 1,1!. , ,.., _...... ....._ --: .. ,.., ..�- -- ,,1 -....v _.... I �._.. . .._..�r . �..�... ....... 1 .� , : .�_. {� 1.�._ rf ,,. s ( .•�„ ,..I',.. 4 , I I ,., I , l I {�� . I III. , l :�lfi I. :.I ,,,: I i ,1, ,r' .l.;l -.-I, II,_ .,,Il. . I,l� ,.II , I,��- .,l�tl- - ,,,: ..� I; _,, �,{;: =��11'I`��:��I (1�-� 1�•������I ,.�. II �-µy,,.,,.:�ti� :I �Crl;.rl . II 111 11 II I1�lI-ll,.��1-1-,• I:,.I:..-,_�11 11-.�-..... r 1 11,i 1 ... . I...,... l, � � P I: ►I :, . 1,.;n�", ) I I I , I ;I! r A-500 -tit ' ril .Iklll - 'ill• :If II 0_Aa'1 Section Wall Section Wall Section Scale: 1 1/2" = 1'-0" 2 Cale: 1 1/2' = 1 -0" 3 cale: 1 1/2" = 1'-0" Myers Massey Bid Set 01,17.2012 © 2010 Meryl Kramer Architect All Rights Reserved +i { , i I _ Client Review 06.21.2011 i 4 - Asphalt Roofing Shingles Bid Set 01.17.2012 I : (Typ.) Permit Scat 00.00,2010 ! _ : Construction Set 00.00,2010 Issue Date: 12.19.2010 I - SIPS, By Other(Typ.) Revision Dates: j 1 x6 Rafter Tails @ 16"o.c; _ Ix6 Blocking, Ix3 on tx8 1 r Cedar Fascia, Ripped I 1 Cedar Soffit w/ 1/2" I tcin Insect/Venting Screen (Typ.) M , O 5/4"x 3"Cedar Door/ ��yED ARO�y�r Window Casing (Typ.) �5'C R KR C111 �O y� q�F I ~. ! _ Timber Rafter;By VTF (Typ.) S, 0248� y0� I Tq�OF N i \\ " Standing Metal Seam / " g •..�'''. ` .:;,'. \ �., Plywood, 3 4 Wood Flooring on Roof on 1/2" `!.✓ � ' ''' I 1/2" Plywood SubAoor, Sips,By Other(Typ.) ` 2x4 Purlins on SIP Panels Plank Size/SpeciesTBD ( �.•.. � TYP , SI Other (Typ.) elm ,, � •�_,::',;�_ � ` � � �. ` � Ps, By er Typ. i} " 2 2 2x4 Coiling Joist @ 16"o.c. I ; , 1 x6 T&G Fir"V"Groove 9 Ceiling Paneling High Density Spray Foam L. ?1 i . 1? a Insulation (Open-Cell)@ ';. Ix6 Rafter Tails @ 16"o.c; 4 4 Fastened to Top of Purlin !:. EXERCISE ROOMm be. Rafter B VTF(Typ.) lx6 Blocking, 1x3 on 1x8 F<1 Ti b Y All Exterior Walls (Typ.) Cedar Fascia,Ripped IxlL I ;k} :. ;;:'(j Gi 1 .O• Cedar Soffit w/1/2" 5/8"Sheetrock @All Insect/Venting Screen (Typ.) t .( Walls&Ceilings (Typ.) �,, : " SIPS, By Other(Typ.) I High Density Spray Foam :. hill. - Insulation(Open-Cell)(Typ.) ti Drawing legend' All Exterior Walls /8"Sheetlrock @ All — { _ Walls&Ceilings (Typ.) Wall To Be Removed i I'€rgilil Wall To Remain 7"Cedar Clapboard Custom Screen Porch en'x�v4^ 2 nl Siding w/5 Exposure (Typ.) (See Details) �„ V New Wall 'III, New Foundation Wall ;� °•�� f i;l Timber Rafter;By VTF(TYP•) c� -——————- Lines Above 2 e 111 -----------^, Lines Below Guidelines 5/4"x5"Ipe Decking w/ rs,rr=�van, Ipe Clips, 1/16'Spacing —"—"—"—" Fence Heeaer 5/8"Sheetrock @All Over Insect Screen S Door Tag Walls&Ceilings (Typ.) SCREENED PORCH tot Window Tag Section X, - III Sheet A-XXX i = GUEST BEDROOM ,---. 1"x 4"Applied Casing — X j @ All Doors/Windows to 2 `e 2 �";---� Detail Tag be Painted (Typ.) 2x8 Treated Deck r: + n X .',' Framing @ 16 o.c. -� - ° g Elevation Ta T. 1x3 Clear Cedar g n k in r en 3 St:`'I� Ra sc e w 8 , Spacing on 1x Painted e X ' Black Battens on 1/2" 2 2 tx3 Clear Cedar Interior Elevation Td T-111 Over 1/2" Plywood - `�~ - Rainscreen w/3/8" " " X XXX X g O Sheathing (Typ.) i :,+` Spacing on lx Painted 5/4"x3"Cedar Door/ ) a 2 1 x4 Applied Casiing X f t ' UNEXCAVATED Black Battens on 1/2" Window Casing (Typ.) @All Doors/Windows to ENTRY HALL COVERED PORCH POWDER ROOM { F COVERED PORCH «,..::., (Typ.) t•-�a:' ,,+ ' _ ,:' T-111 Over 1/2"Plywood be Painted T .:A,; . , _ ?_ :hi Sheathing (Typ.) 1 - 11 Ill -Ill -lull - ' t - - - a: =-•--��! — Exterior Glass�ood .I, High Density Spray FoamI} High DensitySpray Foam - f YI. Insulation en-Cell)@ r O -0oM R K p ,t' Insulation(Open Cell)@ (Open E Y L R A M E R �t +-;. a'' All Exterior Walls (Typ.) t J. All Exterior Walls T YP (Typ.) , FI a r o h l t e c YP S 4"x 5"I e Decking f T. q . "d " 218 FRONT STREET P.O.BOX 683 GREENPORT,NY 11944 / P 9 }t t. . ," '� a T s ry wyw.. s• IT a4A 'd s..y " 54x5 I eDeckin a,, l �--~ !ai•477•!7�• e Clips, 1 2 Spacing / P 9 � '�I �=� z ,. ,• t:_:-�-; I 1 q r w/ P P, / P 9 ..� �1:1.•�_==°1; +=-�'I ki, #,,ice=� e 2 _ SpacinDeck lips, 1/2 4' a on 2x8 Treated 9 i t _ �=«k - Deck r- I�,n . : :`--.. : �- �.. �• . ..� 9 YP I . on 2x8 Treated li,lll; Ili Framing m9 (Typ., {,ttt!� d ,' .'' :!,-�j,ml;I�I..}_:;-`lI�-"='I'�{^1"-.""`=#_!�(_I-.:II:I__f,`4"tfi'_'^•'k"_l I`aI•:=`-`;:`}}1.1��_.'II._.w-`�1�l1''lI�- ,��•'ii�„, 7"Cedar Clap board ".4 Siding /5n Exposure (Typ.) I;IIII , - .. I "-� �11.1-'-• yt}It.�.-:.><-,) "i�.....�(�(r ._�;1'��ti:.tii 1.�,..�.-!'�91��.::� _ ,ILIA' ,CM I. 'I "+ -, ,i•• "',, Ij`j� � r'^"! �{,{,�,,j .i i��.t-1 I _ „j: ,�II •d' ,I (i 2 2 II I. •r' :41i .. -'='.) I'W'^-- } 1= t 1 � ��14'- - 111,'=_. i}�I� � 1� ° 1 �r1 1 ° I ..( =iil I.I.. -1:1.i�::=�•,ll:l`_�:���, ..I�, , ttt ,r hll - 'I lrn, _ _ pp////AA ,I,',I'� . , lr,� :°I<��:� '`�i� ;•i' �'-'�I'�:'I'�li I ,1�:.a. �YI ll-=l lyf-l.11-�f11�.11'EII�,1��=`�- l lll:==�ll,.l`.-y..},�i�,=1�Il-il1:111--1!!Z„I'l I •ll-1 Be. =- Myers, Masse ,ll =•1 .1 �.._I IjIlI11�- •Y� II II'I ��� •'':a� `;(;,.7�°:,; -';�..�:•{{rr i�.. (�.�,,'L._._".1 ice" jP+;- - '1~i_ I•I'II ��' 2 2EN e -;l : . I , `-I_�, , rv,,`I::+'•-�i 2 Wlgglns Lane I'• „, ,l'y. .,ll`" llll -=iI { YI`Il--'II: i, 1 I Green ort NY 11944 I I'. n '6 j} I, l 4 Concrete Slab f11I .`,{( ;II " }} ,+ _ 111:—j,•I V'411�' rl.l ^`i.�f 1""..'.1} ,3 i .1 ,:.:`_'_11 'r�+�.`,... ,t {;`- :! 7. ..�i:: �I'.-.� ,, •i !� ''-� t II-*� .i-� ,i' 'i:' ,I„I',i II'...•, I+1'.I�t ti'II-',.'�,Ii,Ii iIII�.r; ;'°I,., ,, i t-si-:;l 1?1�.�,'III k',,1-,:kII.,-I-�Ii.II �'..°i; 4 w 6-6 12 12 , _-1k , 6 Mil. Poly, Vapor —i 1�'I=:{I:•=_:�,I,:I.;Isl Ii-p I 1.I — -r1FIk ll.:- Par ed C oncrete Smo ot h ri'II'lII " Barrier On Well Finish @ All= �. ' 4,' WCoanItIr aSceto crt:l o�n s 2AA /DetallsCoin acted Fill (Typ.)) �. l Foundation Surfaces Scale: 1 1/2n 1A ,,.. . , _k-1 A,s«a:wl�;¢..A;".L�.l-a I..k.}..."�A--,.k-t•.,.:.,._-.,-!i!.'_..l..i.i+ii�.I._.l_i...—,-,i i lf-1�-Al-1l_�1l--."'".�,^1i_l 1{Ii•:µ,,,-1^_!,'l-il�•«-k{,�II,..i„Ii v;.�ce 1i{I._i,'•,,=-«.-.:1u-w.w.I-»_lI."I�'I.=-,�'iII-�;••;.`t ti••Il�r.I.:-'l,�-lI llnl^l"�µ',"t("�'=.r'-Ii---1.�1I.=.��4.`'=�I-,_•-`-1-"l�?-1�.11'I�l�-,=.l.��I=lI:'w.110�I���l:.-�� ll,lkt•ll--�1•-:-.';-II-I;.�I.��~1,1".!."� YP• 'd Kf8einforced C.I.P.CP !'c'rl l,",i,.'dII l,I +-,I';�,II ,I,:,! ;,ii,II',, � a,1 i:', BASEMENT Concrete Foundation Wall it Note.All Drawings Printe d on 11x17 Paper Scale is 0% Scale Above v-Cotew/ConhnuousJ Waterproofing n Applied Below Grade n 8x16x12 4 . .. . .. . ... .. .. - is . � :t...• , � _fI l, , C.I.P. C.I.P.0 P Fooh -0 $n Reinforced li'�';�K:i7'I-,'.'• tnmin.3 Concrete Foundation Wall , 1 !' I i' t 1 1 - i , Below Grade (Typ.) t - I- �I� I II• -! I I ..a ti,111 ,. Waterproofing '(• Il11 1Y ll I��I�!µI���1 11l1 !I' �ll��l�'—.���•N i`I =(� I-' ater r o fin A lie xl6dx 12(SEE STRUCTURAL D Gs � ' Belo Grade n S FOR YP FOUNDATION C.I.P. t1n9 in 31-0 DETAILS) - Below Grad (Typ.) II ,M I i, 'aY'. „,. I ,I , I'• , Wall Section Wall Section �ca1 . 11 l Section (SEE STRUCTURAL DWGs Wall Section 4'1 Scale: 1 1/2" = 1 -0' 4'2 ca e: 1 1/2" = 1 -0" 5 2" = 1 -0" FOR TYP. FOUNDATION 6 cale: 1 1 2" = 11.01 Myers Massey Bid Set 01.17.2012 DETAILS) © 2010 Meryl Kramer Architect , All Rights Reserved I i Interior Interior InteriorInterior 5/8 Sheetrock @ Walls/Ceilings 5/8" Sheetrock @ Walls/Ceilings Client Review 06,21.2011 (Typ.) (Typ.) Bid Set 01.17.2012 I Permit Sept 00.00,2010 1/2"x 5 1/2" Applied Base Board 1/2"x 5 1/2" Applied Base Boar Construction Set 00.00.2010 (Typ') (Typ.) Issue Date: 12.19.2010 5/8"x 2 1/2" Applied Flat Casing 5/8"x 2 1/2" Applied Flat Casm (TYP•) (Typ.) Revision Dates: j1/2" Wood Extension Jamb (Typ.) 1/2" Wood Extension Jamb (Typ. 2 2 1 4" Shim Space T 1/4" Shim Space T 2 2 / P (Typ.) P ( YP• _ Aluminum Clad Aluminum Clad i Doors/Window (T.B.D.) Doors/Window (T.B.D.) { Line of Heavy Gauge Sill Pan to Line of Heavy Gauge Sill Pan to 6 6 Terminate @ End of Casing (Typ.) Terminate @ End of Casing (Typ.) 6 6 1l 1 RED ARc& j - Backer Rod & Caulk Joint (Typ.) Backer Rod & Caulk Joint (Typ.)— Q-` 5/4"x 2 1/2" Clear Cedar Casing 5/4"x 2 1/2" Clear Cedar Casing + �� ►r T (Typ.) r " Exterioxter'o Exterio Clapboard Cedar Siding Clapboard Cedar Siding Exterio AMC - w/5" Exposure on Tyvek& w/5" Exposure on Tyvek & ST 02486 Plan Details @Slidin Doors (T .) 1/2" Plywood (Typ.) Plan Details @Slidin Doors (T .) Plan Details @Slidin (:DDoors (T .) 1/2" Plywood (Typ.) Plan Detalls @ Slldin Doo 0�� � rs (T .) q�oFN 1 Scale: 3" = 1'-0" 2 Scale: 3" = 1'-0" 3 Scale: 3" = 1'-0° Scale: 3" = 1'-0" Scale: 3" = 1'-0" Exterior Exterior Line of Heavy Gauge Sill Pan to c Line of Heavy Gauge Sill Pan to Terminate @ End of Casing (Typ.) 00 "' Terminate @ End of Casing (Typ.) - 5/4"x 2 1/2" Clear Cedar Casing -- 5/4"x 2 1/2" Clear Cedar Casing Typ.) I (Typ ) Clapboard Cedar Siding Clapboard Cedar Siding f/ , w/5" Exposure on Tyvek & w/5" Exposure on Tyvek& 1/2" Plywood (Typ.) s. ,:... T. T � 1/2" Plywood (Typ.) 1/2" Wood Extension Jamb (Typ. 2 2 2 2 1/2" Wood Extension Jamb (Typ.) 1/4" Shim Space (Typ. 1/4" Shim Space (Typ.) j - Aluminum Clad _ Aluminum Clad Doors/Window (T.B.D.) 1 Doors/Window (T.B.D. HIM[ 6 16 6 6 711777 L® o Drawing Legend: 5/8" Sheetrock @Walls/Ceilings 5/8" Sheetrock @ Walls/Ceilings (Typ.) _ _ _ _ _ _ : Wall To Be Removed - (Typ.) Wall To Remain ""1 2x 5 1 2 Applied Base Board New Wall 1/2"x 5 1/2" Applied Base Board / PP (Typ.) (Typ.) - 5/8"x 2 1/2" Applied Flat Casing 5/8"x 2 1/2" Applied Flat Casing New Foundation Wall - Lines Above (Typ.) Intedorl / teriio (Typ.) -—————— I ------------ Lines Below 0­ � &_Plan Details @ Front Entr Door (T .) 6 Plan Details !�Front�lrttrD�oor (T .)�� _ �� �� �� _ �� 0 �� �� — Guidelines - Scale: 3" = 1'-0" Scale: 3 1 -0 Scale: 3 = 1 -0 Scale: 3 1 -0 Scale: 3 = 1 -0 _ _ _ _ - Fence I Interior Clapboard Cedar Siding E.xter%or Exterior Backer Rod &Caulk Joint T lol p g (Typ.) Door Tag w/5" Exposure on Tyvek& 5/4"x 2 1/2" Clear Cedar Casing; 1/2" Plywood (Typ.) Line-of Heavy Gauge Sill Pan to Window Tag 5/4"x2 1/2" Clear Cedar Casing; Terminate @ End of Casing (Typ.) j Line of Heavy Gauge Sill Pan to Terminate @ End of Casing (Typ.) Clapboard Cedar Siding '� Section- w/5" Exposure on Tyvek& Sheet AXXX Backer Rod & Caulk Joint T 1/2 Plywood T �x'yd -, .. � Detail Tag i 2 Aluminum Clad Dbl. Elevation Tag - 2 2 Aluminum Clad Dbl. 2 Hung Windows (T.B.D.) X Hung Windows (T.B.D.) 1/4" Shim Space (Typ.) X 1/A" Shim Space (Typ.) X X>X Interior Elevation Tag 1 - 6 6 6 6 A A 1/2" Wood Extension Jamb (Typ.) X 1/2" Wood Extension Jamb (Typ.) _ 5/8"x 2 1/2" Applied Flat Casing (T p.) 5/8" Sheetrock @Walls/Ceilings (TV 1/2"x 5 1/2" Applied Base Board (Typ.) 1/2"x 5 1/2" Applied Base Board (T p.) - 5/8" Sheetrock @ Walls/Ceilings (T)p.j Inter%or /rater%mr 5/8"x 2 1/2" Applied Flat Casing (Typ.) M E R Y L K R A M E R ia r e h I t e c t Pan Details @ D+ouble Hun Windows rT Plan Details @Double Hun Windows Mvlled Plan Details @ Double Hun Windows I(T .) 7 l 1 ) O ) 9 0 236 FRONT STREET P.O.BOX 883 OREENPORT,NY 11944 Scale• 3" = 1'-0" v Scale• 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" Interior Interior 3/8" Wall Tile Over Thin Set Mortar on 5/8" Durock (Typ.) (Shower Locutions Onlyl) (Shower locations Onlyl) 11117777,Thassos Extra Sill to be '% . �, Myers Massey Residence Pitched 1/8" per Ft. Wiggins Lane 2 2 : ,,% : 2 2 Greenport NY 1194A Aluminum Clad Awning Contractor: ? Windows (T.B.D.) r_ 8 6 6 1/4" Shim Space (Typ.) 6 6 Exterior Door/Wlndow Details Scale: 3 —1 0 Note:All Drawings Printed on 11x17 Backer Rod & Caulk Joint (Typ.) Paper Scale is 50% Scale Above 5/4"x 2 1/2" Clear Cedar Casing; Line of Heavy Gauge Sill Pan toA-502 Terminate @ End of Casing (Typ.) Clapboard Cedar Siding Exterio w/5" Exposure on Tyvek& Exterio 1/2" Plywood (Typ.) , Plan Detalls @ Aiwnin Windows (T .) 11 Plan Details @ Awntn Windows (T .j Myers Massey Bid Set 01.17.2012 10 Scale: 3" = r Scale: 3" = 1'-0" © 2010 Meryl Kramer Architect Scale: 3" = 1'-0" Scale: 3" = 1'-0" • All Rights Reserved i i I 1 - Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00,2010 L Construction Set 00.00.2010 1"x 6" Applied Base 1"x 4" Applied Flat Casing Board (Typ.) Issue Date: 12.19.2010 (Typ.) Revision Dates: F7771- 10 10 10 " 2 2 2 2 o N 2 2 1 N ,o Provide Blocking as Required V V Provide 1/2" Jamb Stops „ (Typ') 6 6 6 6 Solid Stock Door Jamb N ffi66 (Typ.) .� r 'S.. •r,. �•r �r,e,�rc ng r4 F,,-, D•ARCS/T 1"x 4" Applied Flat Casin 5/8" Sheetrock @ Walls/ PP 9 Ceilings (Typ.) (Typ.) 3/8" Wall Tile Over Thin Set Mortar on 1/2" Dwrock (Typ.) « �, 1"x 6" Applied Base Board (Typ.) o24 n n n n n n n ° OF N � T e A=2x6�Cased Jamb Hin a Side T e A_2x6 Cased Jamb Strike Side T e E Tiled @Cased Jamb @Pocket Door T e E Tiled @Cased Jamb @Pocket Door 3 Scale" 3 1 0 Scale. 3 1 -0 Scale: 3 1 0 2 Scale: 3 1 -0 I 1"x 4" Applied Flat Casing (Typ ) 1"x 4" Applied Flat Casing (TYP•) N 7 N `7 • 2 2 XAps(Typ.) 2 2 2 2 2 2 Provide 1/2" Jamb Provide 1/2" Jamb Stops (Typ.) Sto 4 4 4 4 4 4 4 4 - I I I 1 I I � I I Drawing Legend: ism 1"x 6" Applied Base 1"x 6" Applied Base = _ _ _ _ _ : Wall To Be Removed ' AVA 77 `777777 Board (Typ.) Board (Typ.) Wall To Remain New Wall New Foundation Wall —————- Lines Above ------------ Lines Below T �§,edl?ml @Flush Door Ze� 2x4 Cased Jamb Hin a Side Z e "B" 2x4 Cased Jamb Strike ;Side T e0�' Guidelines Scale = 11'-0 5 e: 3" = 1'-0" 6 e: 3" = 1'-0" _ _._._ _.. Scale. 3" 1'-0" Scale: 3" - 1'-0' Fence 101 Door Tag 2 2 5/8" Sheetrock @ Walls/ Ceilings C T - 9 ( YP•) Window Tag 1 3/4" Solid Core Birch •2 . 2 . 2 2 1"x 4" Applied Flat Casing Wood Door (Typ.) ►— !� —1 Section X, (Typ ) Sheet A-XXX 6 6 5/8" Sheetrock @ Walls/ �' 4 4 4 4 x �- Provide Low Profile :•, , —;. Detail Tag Z \))� i - Pocket Door Harwore Ceilings (Typ.) :• Elevation Tag _ • >4 < ; 2 2 \2/\2/ x Provide 1/2" Jamb Provide Blocking N .a x e x Interior Elevation Tag Stops (Typ.) as Required x 4 4 4 4 Solid Stock Door Jamb (TYP•) j 3/8" Wall Tile Over Thin Set Mortar on 1/2" Durock (Typ.) M E R Y L K R A M ER e r o h I t e o t I' T e "C" Tiled & Cased Jamb Hin a Side A T e "C" Tiled & Cased Jamb Striike Side T e "B" 2x4 Cased Jamb Hin a/Strike Side C T e "B" 2x4 Cased Jamb Strike Side 1 8 Scale' 3" �'-0" 5 Scale: 3" a 1'-V" 218 FRONT STREET P.O.BOX 883 OREENPORT,NY 11944 - Scale: 3" = 1'-0" Scale: 3" = 1'-0" e31-477.4784 i i i 5/8" Sheetrock @ Walls/ 1"x 6" Applied Base =7 -- ,. Ceilings (Typ.) Board (Typ.) Myers Massey Residence IF j ,;,�,.,�•....:......:..... . .,.,:,..•.,;.;.;.;.;.;. a; Wlgglns Lane .•. . .•.•. . N :�:•:•.•. . Greenport NY 11944 2 2 N et y Contractor: $ N Interior Door Details 2 2 `a N 6 6 Note: All Drawings Printed on 11x17 •'r:•: Paper Scale Is 50% Scale Above I I 4 4 I I I I r+.,r.+•., •.,r••.,•,r r .tir•.ti�,`.tirr.ti.•" .,'r".•.:'ti r° �',, r-•ti •. I I - - - - - - - - - - - - - - - I I I I 1"x 6" Applied Base .,. Board (Typ.) A503 � I _ I I I I I I 2 T . Cased Jamb @ Pocket Door 9 )�e�' " Cased Jamb @ Pocket Door 10 T e "D" Cased Jamb @ Pocket Door 6 T e "B" 2x4 Cased Jamb Hin a Side Myers Massey Bid Set 01.17,2012 Scale: 3" = 11'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" 0Scale: 3" = 1'-0" © 2010 Meryl Kramer Architect All Rights Reserved -- . I ' I - . I . 11 I . I I i — . . . . . . . . . . . . . . . . . . . . • .. . . . . . . . . . . 1 . . . ,. . . . i 1 _ Client Review 06.21.2011 4 7 11 Bid Set 01.17.2012 ' -70 -70 ;; Permit Set 00.00,2010 i 11 , 11 Construction Set 00.00.2010 ,: w ,. I 1. r r - ;; Issue Date: 12.19.2010 g, s. ;' L�, ,i. �i.'` 1- :f µt^' §� .tF 9 O :. ' Revision Dates: . . . 1st Floor, 1 2 3 4 5 6 Landin 7 _ `' `' I. " ' :.x ____ ___-______' I ',N I I II C r r �,',t pi ,p,1l ,'i• I1. I r-151 C I n •j' 1 n 1 II Wood Handrail Attached ac ed ' 2 Risers 7;3 4" (W.F.) `"� rq:. 11 ch 1 s s@ / ( ) "'% 1 II to Wall w/ Brackets �o- - - - 11 Treads @ 110" (V.LF.) `" o 11 -, ,:': - - - _ --- - 11 . 1 ;''/ X Y`_V 11 1 -11 ;fe,. I I II - 1-.. ' 1 1 ___'— I. -. ' 2x Stair Carriage'1 1— - -- - - - -�.-- - - - - - '.t, 11 2x Stair Carriage „.,. 'so` �'4� { 8 ,'' -----t--'-------- - -_---------._-'-- c•,. _�._.__-.._-_'_-__. �,. .-,--.__.._—__.__-_.------__.. _...__..._—..�..__ I I 1 f , 13 .. „ i. I I------- -1--- - --- "s I u i - ----------- -- , % 9 ;Z; ------------- ------- ---------1-----N-----.---.---- 4 ix -------------------------------- 112 1 -- -----.-----------.--- White Oak �D ARC -70 i ' ;; Finished 2 Tread \!:b R t<R ��r'c 10 ;' :;,:: Nosing, 3/4 " c� y�, `��� I Oak FI ished 2 I 1 _ _ +- , n ------------!-------- -- -------------- ---------------'--- ' I I - _ °j ---------------------------- ------- '-6"- =-. -__ .. . d Nosing, P a 1 Risers & Wh't �Q- --- -_ ' Landin (T ) Tread T+'*�' - 1 t fi-- -- - - -11 , ' 1 . . . I 9 YP 311 I /4" Risers & Landing .x !3, 11 -- I --------- ----- ------- -_ _-_ ------------------ _.._.._..------- _.._..------- - -'--.--'-- -----'-'--- '' ;s- II / G.W.B.,* 1 J I I 12 x „ ---------------r--rL 11 ov,iJ r.,. , 9 -------------- ma 5 8 > g� ' --- . .' .:.i II / V�"7 11 , I I ---------'------- ---------------�--- Applied �OF NE\N I ---'------------- - ------------ --------------- -- --,--------------------- -- --- - - --- - -13 - ----- -- ---- --------------- -- _ . �: 1 rt;,� 1 5 8" GWB -, t t I 1"xb" Appli - 8------- I ----- Y`'i` .. -------------- � 1 Baseboard (Typ.).: r• s ' ------ N II - --1 ----------------- 1 -'-- ---------------�- 1 x 6 led , - I -- - -- k. 4 ,. "-'- n n I ---- --- --- ---- - ------------ _______________-�_�_ 7 1 II ? I I ;. 1 Appl. . I I ---------I------= I, I Baseboard (TYP ) I ---- ------- -- - ' :I: "` - - - - - - - - 6 -- - -- -- - _....._....- - - ; __ . I. ".: s ' - , I I -- . Y r l 5 LL �' 4 `"t . . . - - ___--I,--.---.__._._.,_.__._ _-_ - - - - - -- - - ! --.----- --.--.-.--..--- .--------.---.-----.----- � - - -- - - o -- --- -- r _i ,J 3 3 @ @ . ,§ - -ft N d 6 Main Stair' Section )�ara a �'= air Section{ -:rJ.2 ,, s '.. -- Scale: 1/2" = 1'-0" e: 1/2 1'-0" I - - -- - - - - -- & ". 1 st Floor Plan (Malin Stairs) p M- '`F ' Scale: 1/2" = 1'-0" , 1- - -- -- - - �p- -- - - - { - (D A 4 1st Floor 1 1 ---- 2x Stair Carriage J { ,; ;. Drawing - -I D wing Legend: Intermediate Carriage For { I Wall To Be Removed ><4 Stairs Over 30"Wide I - - - - - - - I 3/4" Painted White Oa l I Wall To Remain I Finished Skirt Board II .' I New Wall _ 1st Floor �ja,� (Gara a Stairs) EO EO j New Foundation Wall Plywood Spacer Same { ------ Lines Above i Scale: 1/2' -0" �'`''' P Thickness as G.W.B. "I I �:� Lines Below tine o I '. I. \...\ ' \ \ \ \ , \ ' \ \ \ \ \ \.. \ \ \ \ ' Guidelines - _ _.._.._ _.- • '� Fence 11 �:, ----------------- --------� ;-._----------------- ----;--+- ----I— Z o lot Door Tag " Z O 1 •� 1 b 7 1 1/2"xl 1/4" Woocd Handrail 3/4" Painted Wood Risers m - - - - - - - - - - - - - - - - - - - - - - - - - -- - � Capw/ 1/4"x1/4" Rtabet ; o >lOt Window Tag 1 -70 I Fastened to 1 1/2"x3/8" I -o White Oak Treads w 3 4" Plywood Subfloor F I. 0 , Section X, Aluminum Flat Bar 1 1/2" / / r'`' �: ',. .4 .• I '� "', (Finished Treads Lap Skirt) ,", 1 m F= Sheet A-XXX .111,'-:'�'IL El I4, • 1 d --" --------.---.-------I-- --.-.--.------- --_.--.--- -----.-- ----`.------- '; a , `;= X i „� I , ,� ;- Detail Tag . c . F ------------ ------____------- � - ------------------------------- ------------------------------------------------------------ - I F Elevation Tag F .,::.: � I�.':�. (;� ..' . . 1. 1 ', - - - - - - - - - - - - - - - - - - - - - - ----- -- ---- ----- ----- - - - --_ __-— --.------ ------- `�„`, Z 6 1 �- I / i- -70 -— -- -----1----- _ °''� I -_ 2 4 ' X ' X X�X Interior Elevation Tag - % { --------_-__-- _)-__-'_-'— -____-- _._--------_.__..__!--____..__ nru I a� • 3'-6" Finished Tread -7--- i ,., ; :4""A ,' , nd Floor---.-------------.---- I ,, I r-- - �I ,}. `,.'^ ,v`•l'gl,�A,.,l2u e't� ::1'. �.Ap,}..t}!,., '§r' • � 1 ,P. ____—__.__------__— ___----__—__—___".— —__ .',"." I 1 . 1 " w 4 5 6 Landing (7) , -- -----_ - - - -------- ------- " -1 fi' I 1 1/2" 1 I ? 4' 't`' 11 s.. ------ —1'- -.--- - 41i",- - - - - - - - - - -- - - :I I Plan Detail @Tread/Strip er { �•'""' v. = ; I -- --_---- -- -_---____-_ ___-________----__--- - _ _ _ - -- _ -_- - -, Countersink Holes 12t O.C. / ;wr -2 I 9 Scale: 3" 1�A�� { h 1 " 11 �t. 'ivt I " t j ::fry, -�- I 2" From Ends {. ( a r ------------------ ------------------------- — — —— — —— — — — — — — — — 1•i�' I —•\ M E R Y L K R A M E R I 4 �''`` � , ---- ---------- ----'- - -------- -.- --- ) I 3'-6" Finished Tread '1,1 11 11 �� - - - - - - - - - - - - - - �.° J FAA° - - -- - -- - --- - -- I White Oak Treads I n+ M -^---------- ----------'----- I /4n 218 FRONT STREET P.O.BOX 683 OREENPORT,NY 11944 ---------------- - -----.-.---.---------- I - Plywood Subfloor .: -- - -- - -- - -- --- - (Finished Treads Lap 2]A I 9 _ w'.,'i , , ,:,eta. - - - --- - - - - - - - - - - - - . -6 _ ` „ F' a Skirt) r .._ ",",'I' ? "' - - - -- - - j- -- - -- I Line of Wall ° 10 .� -7 v I , .. - - _- . . A . ;, o .------.--'--.-.---�..-.--..----_______ ° ' ,: { r.4 o11 -'„ k ,r,. ,., , ,I,, ch ^ ,:: : ood cer Same L _ s -----'-----------------'--- Yw P \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - - - - - - - _. PI S a � I 1. ,. 1 . @ 1 - ^ - - 1 I Thickness as G W 1 ; @ @1 1� ° �`- 12 �. -_--- _- _— _ ^-_ __— °' 2x Stair Carriage 'V ^ Myers Massey Residence - i .q ad r= I _ �. Intermediate Carriage for I oI 1.f E v M I _•-. in Wlggins Lane ' tl a. ----------------".-----------'----.---.--------- -- a ti - - - - - --'— '—- -- - { ----------- ------------------------------- - - - I ' �".`, 13 ,, ,1. 10 See Handrail Cap Detail , � ' Stairs Over 30"Wide ' {„ ,s < _ 1 , ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (Typ.) 3/4" PointedWhiteOa GreenportNY 11944 --------------------- - ----F�ushed Skut-Board_------------- ,u 1 - - - _ - - - -- - - - -- . _...- - 11 I - - - Contractor: 4: " I . -11 � --!-- --- I44 3/8"x 3/8" Aluminum Bar 5/8" G.W. I I ry:I 15.�31t� -- - ------- - ----- ____ _- - - - - -- - - - -- - - I Fastened to Wall - --------------------- -------------------------- ---I P: -12 n -�— MalNGarage Stair Details I t I 1 Overhan . . EQ 9 ------------ - ----------- Q - I e, r.. pn ;� - (- �' I - 2nd Floo i ,.,.;,:,.: .,. ;_ ;,; I Scale.As Noted v —.l_,—__ I '� ote_All Drawings Printed on t1x17 II' ,.I I 1 I „I.; ': -----.—.--...,_— ..—.—.—.'----..__-. .--------------.---- ------_.,. ''1n,1... " White Oak Treads a C� I Paper Scale la 50°/ Scale Above I ar 1/2 dia. Aluminum Tubes; ° I -------------_ _ ---- - ------ --- - --- -- - - - - - - - - oo Subfloor - 1 4 1/2" o.c. Vertical (Max.) I I I ��'/3/4" Plyw d I I I ►� P ' _ .. . I - I 1 _ _ 11 I -----------------------.--------.--------------- -------- --- ----�------------ I -- I I I I I I -� - 1, I I I ., , -._.-_ Ili ] I L- . I . I - . � I � . .: ; I ----- -I- .I ` .;k I 1 1/2"x 1 1/2" Aluminum I I I I I I ,,: ,_ r, : . I. . . I Post 2 4 - ' ' I .... --- -700 I I I I I 1- '.. 1, ----- - - --I ' ' I - =;.-. j . { 2nd Floor Plan (Mlain Stairs) 2nd Floor �an (Gara a Stairs) Main Stair Handrail Bracket Detail T ical Section/Plan of Stair Tread 2 Scale: 1/2" = 1'-0" Scale: 1/2" 8 Scale: 1/2" = 1'-0" 10 Scale: 3" = 1'-0" Myers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect I _ • . .. , All Rights Reserved 1 - Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00,2010 i Construction Set 00.00.2010 Issue Date: 12.19.2010 Revision Dates: I ' Fixture Schedule: Electrical Notes: Type A- Llghtoller Jetstar JS series 5-1/2"- -Switches To Be Installed @ 38"to Center Line of Switch A.F.F. Or As 48" surface wraparound virgin atcrylic Noted On Elevations. lens w/one-piece extruded prismatic bottom & linear primatic sides for low -Outlets To Be Installed Horizontally In brightness. Center Of Baseboard. Type B- TBD -All Switch Plates And Electrical Covers To Be Matte Snow; Maestro Series Switches/Dlmmers W/Claro j Switch Plate Covers. Type C- Halo H991CAT-4" recessed downlight, -Dimmers @t All Lights Locations; - - - - - line volta a incandesent w/993 4" Except Closets. coilex baffle;white. L J L J I ( -All Closets to Have Jamb Switches. ' I I I I Type D- TBD -All Central Vacuum Outlets To Be Installed Horizontally In Center Of Baseboard. I I - -- --_, Type E- Progress Lighting (P3408-30)- __..._._ _._ _ ._ _ ; close-to-ceiling, ceiling mounted fixture ' •- -- -- -- - -- -- - --- - -- --- - - - ------ -- - - -- - -- --- -- - -- - -- -- - - - -- -• - --- --- ----- - ----- ---- -- --- - --- -- ----- - -- -- ------ - -- -- - ---- -- ------ --- - - - -- - --- --- - - -- - -- - - I -a - - - -- - -- - - - - - - - - -j- -- - -- -- - -- - - - - -- -- - - - - - - -- -- 1 w/white glass. Ii Electrical Panel 1 ; ;i (Service TBD) I Type F- Fantech Premium Bath Fan w✓Lights I LJ I_ (PB110F)- Fluorescent. — L J I I I I �• \ • �i I � ' 1 - �•% __ _ •� '\ •/ •� Electric Legend: I - - � Single Pole Switch 1 I I I A A A A i _ .. _. A A A I ' Multiple Pole Switches T3 Three Way Switch r /• \ - 1 - - - I Drawing legend: Wall To Be Removed Three Way Mutiple Pole Switches I 1 � •� •,• •/• WallTo Remain r, , 1 , •`•�-�•,•/ _•_ •�•�••�-�,/ I ' D Automatic Door Switch New Wall 7 I I I 1 •/ •\ / .\ / I - \• // ,\ //. •\ i ----_--- New Foundation Wall Duplex Receptacle Outlet Lines Above I I I � • Duplex Receptacle Outlet - Lines Below -Split Wired —•—•--- — Guidelines I I I I I ' QFl A A A A A A A A ' =(a GFI Duplex Receptacle Outlet — — — — - Fence 1 I 1 I I ii I �WP Weatherproof Duplex Receptacle iot Door Tag I I I 1 Outlet U U ' ' \• .- - ------ ----- - - --- --- --- -- - -- - --Ij�+ I'I, I1I -- - -- II II ,' 1 _ _ ' I �� • / \•—•�•/ �•._..�-/• 1I ' DED Appliance Receptacle Outlet 101 Window T ag .01 -- - -- - -- - -- - - - - -- - -- - Floor Mounted Duplex Outlet SectionX,___ __ ____ _ L J Sheet A-XXX FIN Floor Mounted Phone Jack -- --- - --- --- --- -- - -- - - ---- --- - - -- - - - -- - --- --- -- - - ---- - + Detail TagX Carbon Monoxide Detector :...1 I ' 1 I I I _ I Floor Mounted Coaxial Cables (TV) x I I ; Elevation Tag Surface Mounted Ceiling Fixture x __ _ __ _ _ _ ___ __ ____ I ®WP Exterior Recessed Ceiling Fixture xOX Interior Elevation Tag - I I x Surface Mounted Fixture I � Flood Light ' Ir, r� r� rt r, on Recessed Ceiling Fixture I I nwP Recessed Ceiling Fixture w/ I ( waterproof trim kit - I I Y D Recessed Ceiling Fixture Shielded M E R Y L K R A M ER I I Directional a r c h I t e 0 t I I O Floor Mounted Washlight Fixture I I wP 218 FRONT STREET P.O.BOX 683 OREENPORT,NY 11944 i I I WP i _ I I Waterproof Wall Mounted Fixture •'1.477•8T9{ I I I - Wall Mounted Interior Fixture I I Track Light Under Cabinet Light I I I -+•Q Telephone Jack - - — . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .l Data Jack Myers Massey Residence -I-® k Tv TV Jack Wiggins Lane Greenport NY 11944 AV Controls Thermostat Contractor: ? ® Exhaust Fan/Fan Light (Fantech) Basement Electrical Plan Scale: 1/4" = V-0" /V` Ceiling Fan (Modem Fan- Cirrus) Note:All Drawings Printed on 11x17 O Smoke Detector Paper Scale is 50% Scale Above SP Ceiling Mounted Speaker SP Wall Mounted, Waterproof Speaker QK Security Keypad E- 1 00 ® Central Vacuum Myers Massey Bid Set 01.17.20 22 © 2010 Meryl Kramer Architect All Rights Reserved 4 I 1 I - Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00,2010 Construction Set 00.00.2010 Issue Date: 12.19.2010 , Revision Dates: { { 1 _ I i I Fixture Schedule: Electrical Notes: -Switches To Be Installed @ 3811 to Type A- Llghtoller Jetstar JS series 5-1/7- Center Line of Switch A.F.F. Or As 48" surface wraparound virgin acrylic Noted On Elevations. lens w/one-piece extruded prismatic I bottom & linear primatic sides for low -Outlets To Be Installed Horizontally In brightness. Center Of Baseboard. i Type B- TBD -All Switch Plates And Electrical Covers To Be Matte Snow; Maestro Series Switches/Dimmers W/Claro Switch Plate Covers. Type C- Halo H991CAT-4" recessed downlight, -Dimmers @t All Except Closets. coilex baffle; Lights Locations; � line voltsga incandesent w/993 4" g� f white. -All Closets to Have Jamb Switches. Type D- TBD -All Central Vacuum Outlets To Be Installed Horizontally In Center Of Baseboard. Type E- Progress Lighting P3408-30 - - close-to-ceilig ', ceiling mounted fixture f 9 ' ~'^� w/white glass. I WP tdb 3 3 3 3 i i 1-- — — — 1 , Ala^v m'WM •�' , I: ` o y �., I ~A _ _ _ Type F- Fantech Premium Bath Fan w/Lights /• I I I a ;�, I 1 I I I \1 '� o � (PB110F)- Fluorescent. % I I �•�._.`•\ I I � - - - A - _ _ ; ' / ; ' iT• \. � ' I ' � I; \ �• �' F•/• I , � / I ' \ I- -- - - - - - 1 I I \i I 1 l ' ' I \ , I �. � I - / '\, - I- ' j /•i Tv Electric Legend: I I I I I - � I ', I I I ' GFI '•i111 I11'�'/ , IIIIIIIII , IIIIIIII�,\•/ IIIIIIII '\/ IIIIIIIII =xR-_c„__r ti-�J-,_�5.a\_-__._-__-iIII(I(_--_--_�_-__`---__- °�I,1--F�--a---�'IIi r/ II I ,'I1i / /,1;;"i 1,1IIi /�/�,;;"i I'I1i - /,1,;;1 t,i�,I n° m;° TI1I IV' ,;I�i1'�;;,11;�1i \\IIIII /, ,�• �1;1i,1;�i I1I,;'� _I�IIIII ____• __�I;i,I1i�If`• • 1 -\- \/� .,_. / ...II \ \•` Os•�...��•�' $D Single Pole Switch /,00'A A Multiple Pole Switch es w p - Drawing Legend t3 Three Way Switch : — �o _------- c Wall To Be R em oved E_ �3( Three Way Mutiple Pole Switches Wall To Remain Ns -------1 -'j--- Automatic Door Switch New Wall -- t Q New Foundation Wal l y M "-'. � Duplex Receptacle OutletC. Lines Above Duplex Receptacle Outlet ------------ Lines Below r = � -Split By. Wired I I I I I I I i ,`• i ice• \ 1,i �; I 1 i I \ 11 I �/ O I `� oFl - - - - - Guidelines . A i A l _ o /y _ _ _ —\=\—; , — — I — — _ GFI Duplex Receptacle Outlet — — — — - Fence I 1 I , \ =@� Weatherproof Duplex Receptacle O Door Tag Outlet •/ (, I..._ I l ,ya^r..�, •\ I \' • l 1 �;�•/ I � ; I ; I ' Tv \' -® •\ II I%! II II .`--j/ — -T O - - -- DED Appliance Receptacle Outlet Olol Window Tag P O It Floor Mounted Duplex Outlet Section X • , 1 I , II I Sheet A-XXX \• WP ._•.�•�'� I I,% I ' I ' " " , —.�I ' ; ; �' I % ; •\I �Q Floor Mounted Phone Jack -- 1 , I , • Detail Tag �r 3 I , 1 _ I _ Q Carbon Monoxide Detectorfill I �. �•• , , a \ 1 , % ' ' ,, , , , , Tv Floor Mounted Coaxial Cable ('TV) x WP Elevation Tog \%,zlF > l 1 / II II It 1 1 1 , 1 I '\ , , , , , , , Surface Mounted Ceiling Fixture II I I 11 1 11 11 11 I x i I — -- i i�• i � i� iI X XXX X 9 ,`:_ _ ,r'• i I I / I I wP Exterior Recessed Ceiling Fixture x Interior Elevation Ta ;' , -�•,, — , , , , - Surface Mounted Fixture II 1 tl II I 1 11 11 1 11 11 Flood Light II -_=====_== _==-==-__—=-- _= -== ________ _____�'_______ ___=_==`J====____________� I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ®o Recessed Ceiling Fixture I IMP Recessed Ceiling Fixture w/ waterproof trim kit Recessed Ceiling Fixture Shielded M E R Y L K R A M E R LYJ D Directional e r o h 1 t e o t QwP Floor Mounted Washlight Fixture 218 FRONT STREET P.0•BOX 683 OREENPORT,NY 11944 WP eas•e7t•a�se I Waterproof Wall Mounted Fixture j - Wall Mounted Interior Fixture I I © Track Light �---+ Under Cabinet Light I -•F-Q Telephone Jack Myers Massey Residence "I'® Data Jack �-Tv TV Jack Wiggins Lane Greenport NY 119AA _ AV Controls Thermostat Contractor: $ ® Exhaust Fan/Fan Light (Fantech) 1st Floor Electrical Plan Scale: 1/4" = 1'-0" Ceiling Fan (Modern Fan- Cirrus) Note: All Drawings Printed on l t x17 OSmoke Detector Paper Scale is 50% Scale Above sp Ceiling Mounted Speaker sP Wall Mounted, Waterproof Speaker E- 101 QK Security Keypad ® Central Vacuum Myers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect All Rights Reserved I I i, i i I } - { i — Client Review 06,21.2011 Bid Set 01.17.2012 I Permit Set 00.00.2010 Construction Set 00.00.2010 I Issue Date: 12.19.2010 I Revision Dates: Fixture Schedule: Electrical Notes: e A- LI htoller Jetstar JS series 5-ii/2"- -Switches To Be Installed @ 38"to Type 9 Center Line of Switch A.F.F. Or As 48" surface wraparound virgin acrylic Noted On Elevations. ! - 'ens w/one-piece extruded prismatic bottom & linear primatic sides for low -Outlets To Be Installed Horizontally In brightness. Center Of Baseboard. Type B- TBD" -All Switch Plates And Electrical Covers To Be Matte Snow; Maestro Series Switches/Dimmers W/Claro Switch Plate Covers. i 9 -Dimmers @t All Lights Locations;Type C- Halo H991CAT-4" recessed dovwnli ht, line voltagge incandesent w/993 4" Except Closets. --- --- -- - -- - --- - -- - -- - coilexbaffle;white. -All Closets to Have Jamb Switches. Type D- TBD -All Central Vacuum Outlets To Be Installed Horizontally In Center Of - Baseboard. I Type E- Progress LightingP3408-30 - close-to-ceiling, ciling mounted fixture w/white glass. -. ,.1 •�o Type F- Fantech Premium Bath Fan w/ILlghts I1Ri I� y I i i (PB110F)- Fluorescent. r- i � � I 1i�1 it / 'I' •�• �,\ III Electric Legend: - - - - -• - - - - - - - - - - o - - - - -.�, - - - -�; - __I - - I I �__: I �•� I Single Pole Switch '40 I �,; � ,I, Ali �''._...._...i � � - -J--_j---_:_:-} i I ..•- O I X I .I' , , ' / I --_- - I e �• I Multiple Pole Switches L - - - �¢ %/ - I Drawin Le end: I 'I. 'l; to Three Way Switch _ _ 9 9_ _ _ / ') �I ' , •�'' �''�. _ _ _ _ _ _ _ Wall To Be Removed I I 0 c I/' .� i3c Three Way Mutiple Pole Switches Wall To Remain I Tv 1______..I' _______________ 'I'_===______:___=___='' __ ____ � I Ikc \'� I Automatic Door Switch New Wall -fir— ,— 7 New Foundation Wall s I Duplex Receptacle Outlet _-__-__- Lines Above \ ,AII,I /•�.�•— •� ;,Ii,', , _ _ _ _ _ _ - I II / ` III Duplex Receptacle Outlet ------------ Lines BelowG , -Split Wired —.—.—.—.—. Guidelines _ ' •\ I I i' I cFl "�� GFI D uplex Receptacle Outlet toy Fence - - _ - _ - _ - _ _L _ - _ - - - _ _ - - - � v �wPWeatherproof Duplex Receptacle Door Tag I of - o \0 - 1 I o Outlet Appliance Receptacle Outlet Window T ag Floor Mounted Duplex Outlet ® P �►��c�i�►- '' Section X, - I i�i i�i l - �\�G'-�-i-''�• ' oF. SheetA-XXX 14 Floor Mounted Phone Jack L.. rX Detail Tag Carbon Monoxide Detector I ' -- .... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - TV Floor Mounted Coaxial Cable (TV) 4> - - - - - - - - - -;- � ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Elevation Tag Surface Mounted Ceiling Fixture x - -- - - -- - --- - - - Owl, Exterior Recessed Ceiling Fixture x xxx x Interior Elevation Tag ' x -�- Surface Mounted Fixture Flood Light - - -- - - - - - - - - - - -- oo Recessed Ceiling Fixture I �wP Recessed Ceiling Fixture w/ waterproof trim kit VSD Recessed Ceiling Fixture Shielided M E R Y L KR A M E R Directional e r c h It e o t WP Floor Mounted Washlight Fixture 21s FRONT STREET P.O.BOX 883 OREENPORT,NY 11944 WP 631.477.6734 Waterproof Wall Mounted Fixture Wall Mounted Interior Fixture 0 Track Light ►--+ Under Cabinet Light -+� Telephone Jack Myers Massey Residence -+-® Data Jack �-Tv TV Jack Wiggins Lane Greenport NY 119AA AV Controls i Contractor: $ Thermostat ® Exhaust Fan/Fan Light (Fantech) 2nd Floor Electrical Plan Scale: 1/4" = V-0" X Ceiling Fan (Modem Fan- Cirrus) Note:All Drawings Printed on 11x17 O Smoke Detector Paper Scale is 50% Scale Above SP Ceiling Mounted Speaker SP Wall Mounted, Waterproof Speaker []K Security Keypad E10 ® Central Vacuum j Myers Massey Bid Set 01.17.2012 „ © 2010 Meryl Kramer Architect i All Rights Reserved Framing Notes: The contractor Is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 1. Al lumber Is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Fb=825 psi V=95 psl FCC pep a 625 psi E=1,600,000 psi 2. All Laminated Veneer Lumbeir Is to have the following minimum specifications: Fb=2,900 psi V m 290 psi FCC pep=650 psi E=2,000,000 psl 3. AN Laminated Structural Lumlber(Glulam)Is to have the following minimum specifications: Fb a 2,800 psi V■300 psl FCC pep■740 psi E■2,100,000 psl 4. Ali beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the manufacturer's specifications. 5. All TJI's are to be Installed in accordance with the manufacturer's specifications and shall Include squash blocking and web stiflfeners at bearing points on girders and other bad bearing areas. TIMBER POST _ TIMBER POST � 6. All straps,connectors,plates,,bolts,pals,etc.are to be galvanized or stainless steel. Designated TIMBER BEAM connectors,strap etc,on there drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are toi be nalled/bolted In accordance with the manufacturer's specifications. SEE PLANS BYVERMONT TIMBER FRAME FOR ROOF FRAMING DETAILS 7. All floor sheathing Is to be 23N32 Inch AC type plywood,tongue and groove,with an APIA span rating of 48/24.Floor sheathing shall be glued and screwed to the floor joists(6"OC edges and 12 "OC; fleld). PA PA PA PA P 2 2X8 HDR PA (2)1314*X 91/2"LVL BEVELED TO RECEIVE SIP PANELS CONTINUOUS 2 2X8 HDR 2 2X8 HDR _ _ ... .. _ __ _ _ .. _ _ _ _ PA PA 8. All well sheathing is to be 15N32 Inch APIA Rated Exposure 1 plywood and shall be nailed with 10d S61U1PSON (2)2X8 HDR (2)2X8 HDR A P P SHE)ARWALL I .. � I 1 TJ SSW 24X9 m common rolls 6"OC edges and 12"OC fled. x n. � " I ! ;PA X � a 9. Solid blocking is to be Instated every$'max or mid span of all floor joists with spans exceeding 8'. HSS 4X41X114 COLUMN ti ��1/2 117/8" I o l 1 � X 1 to tI I I i I� i I I I�q I i� pA _ c� 1 10. Double Joists are to be Installed below parallel walls. s I N II I II II c ff ca II II ca II II ca m f o e " �' B 11. Blocking Is to be installed stall point load bearing points. I�� III I�� I1� III � �o � 1 i 11� I I� I I� III I I ►— I , PA 12. Walls are to be framed with 2x6 Inch studs spaced 16 Inches O.C.unless indicated otherwise. TJ fZ _ _) ' �� P `� ,S S 13. Floor joists(as Indicated on plan)to be TA 560/11.875 and TA 230 9.6 and are to be installed In ;v N 1_ _ J accordance with the manufacturer's specifications. PA I SEEP BYVERMONT y (1 2) 8 S g 0, - TIMBER E FOR ROOF (2), 7 .� 0 14. All joist and beam hangers and fasteners used on the exterior or In direct contact with ACQ treated x HSS 4X4X1/4 COLUMN A Lg'� I FRAMING ETAILS L , P�� lumber are to be Simpson Type 304 or 316 Stainless Steel. I W10X39 TIMBER BEAM TIMBER BEAM ----— .--- 9 X 15. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. -- —-- --- — �— — -- -- -- TJ POST 0 VIDE BL I d I A I I A2 TO RIDGE N W RL AO.UNDER L.B. PA PA 16.See separate plans by Vermont Timber Frame(VTF)for roof framing and SIP panel details. PA 1 !! ( ) �- —— :� — — L.B.WALL J 2X8 L.B.WALL (2)2x8 Steel o � !! `! m M I q 1-AD steel is to be ASTM Specification A-36 Ilw Ilw ir I�w w w � v PA s I CQD i ( i✓� I 1 I I I I ico im 0° a 2-Al bolted connections are to be made with M25 belts. 1'— I I i= � C5 =` 19 3-Yz'web stiffeners are to be Installed at all point load bearing prints and over al column supports. i SEE PLANS BYVERMOIIlt ' x PA 7"X91A'P.B. TJI I I TIMER FRAME FOR Rff F I N �* 4-Squarelround columns are to be ASTM Specification A500. HSS 4X4)X1/4 COLUMN PA — I f- o FRAMING DETAILS TJ n n 5- Unless Indicated otherwise,all Interior columns are to be bolted to steel girders with�"bolts and SIIMPSON 6 all perimeter columns and beams are to be welded. SHEARWALL I SSW 24X9 "--- f (2)1�314 X 91/4 LVL+(2)3/8"FP J 6-The flanges of all beams within or above and below parallel walls are to be drilled with 1/2" bolt PA PA PA PA ___ ffD ITJ2)13/4"X T 114 LVL PA PA " "PA ( (2)13ra x 7 va LVL c`� 110 N 1 m m m11� 1 I I I I I I 7-Al welded connections are to be done by a certified welder and conform to AWS and AISC standards. 03 IN IN IN co ~ 1- w IN ca 8-All weld joints are to use E70XX electrodes. w �* a Im it II �ca Im M III ca g cc �Wu (2)13/4"X 9112"LVL 9-All girder splices are to be made above columns. P m BEVELED TO RECEIVE SIP F 9 P PANELS CONTINUOUS I I I 11 TIMBER POST I I — _ — _ I I I I TIMBER POST TIMBER BEAM 10-Steel Is to be prime coated. TIMBER BEAM TIMBER BEAM 11-Al steel located on the exterior to be galvanized or stainless steel. TIMBER POST SE!E PLANS BYVERMONT NOTES: �. .. _. . TINVBER FRAME FOR ROOF FRAMING DETAILS 1. PA= POST ABOVE 2. TJ=TRIPLE 2X STUDS UNDER BEAM + 1 KING 3. P.B. =ANTHONY POWER BEAM GLULAM 4. LVL=LAMINATED VENEER LUMBER 5. WINDOW AND DOOR HEADERS TO BE(2)2X8 1/3/2012 ARCHTJ VTF REVISIONS HEADERS WITH (2)2X JACK STUDS+ 1 KING STUD REVISIONS UNLESS OTHERWISE SPECIFIED ON THE PLANS. 6. ALL POSTS TO BE(2)2X JACK STUDS+ 1 KING ; ; ` ... STUD UNLESS OTHERWISE SPECIFIED ON THE ` 3. 1cGZO�g PLANS. / /cr ,U� 7. ALL CORNERS TO BE FRAMED SOLID. Plans are prepared by Condon Engineering,P.C. It Is a violation of the New York State �' r Education Law,Amide 145,Section 7209,for any person uriess acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any hem In any way.If an Item bearing the seal of an Engineer,Architect,or Land Surveyor Is % altered,the altering Engineer,Architect,or Land Surveyor shall affix to the hem hislher D�ESS14���" seal and the notation'Ahered by"followed by Metier signature and the date of such alterations,and a spedfic description of the alteration. MYERS MASSEY RESIDENCE scale:l/4"=1'-0" Condon Engineering, P.C. MAIN ROAD Drawn by,JJC 1755 Sigsbee Road GREENPORT, NY OF Mattituck, New York 11952 (631)298-1986 (631)298-2651 Fax SECOND FLOOR Date:3110011 www.condonengineedng.com FRAMING PLAN Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2001 SBC High Wind Edition,Page 110) Joint Description Number of Neils I Nall Spacing ROOF NAILING Rafter to Top Plate(Toe-nalled) 4.8d per rafter Ceiling Joist to Top Plate(ToernalleM 4-8d W10H Ceiling Joist to Parallel Rafter(Face-nallo n/a each lap Ceiling Joist Laps Over Partitions(Fee-naled) n/a each lap Collar TIe to Rafter(Toetnalled) n/a per le Blocking to Rafter(roe nailed) 2.8d each end Rim Board to Rafter(End Naled) 2.16d each end SIP Panels Pet Vermont Ttmbe Frame WALL FRAMING Top Plate to Top Plate(Face-rated) 2.16d(1) per foot Top Plates at Intersections(Face-naffed) 4.16d joists-each side Stud to Stud(Face-sated) 2.16d 24"o.c. Header to Header(Face-palled) 16d 16"o c.along edges Top or Bottom Plate to Stud(End Naliod) 2.16d per 20 stud 3-16d per 2x6 stud 4.16d per 2x8 stud Bottom Plate to Floor JoK Band Joist,End Joist or Bbftgl(Toe-naled) 2.16d(1.2) per foot FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4.8d per Jolst Bridging to Joist(Toe-nailed) 2-8d each end Blocking to Joist(roe-palled) 2.8d each end Blocking to SIII or Top Plate(To"alled) 3-16d each block Ledger Strip to Beam(Face-naled) 3.16d each joist Joist on Ledger to Beam(ro"allad) 3-8d per joist Band Joist to Joist(End-Called) 3-16d per Joist Band Joist to SIII or Top Plate(Toecaled) 2.16d(1) per ford ROOF SHEATHING SIP Panels I Per Vermont Timbel From CEILING SHEATHING Gypsum Wallboard 5d coolers 7" e/10"field WALL SHEATHING Structural Panels 6d 6"edge/12-field Gypsum Wallboard 5d coolers 7'edge/10"field FLOOR SHEATHING Structural Panels 1"or less 8d 6"edge/12'field (1)Nailing requirements are based on wall sheathing nailed 6'on-center at the panes edge. If wall sheathing Is nailed 3" on-center at the panel edge to obtain higher shear capadtles,naling requirements for structural members shall be — "— — — doubled,or alternate connectors,such as shear plates,shall be used to maintain bad path. (2)When well sheathing Is continuous over connected members,the tabulated numberof nabs shall be permitted to be reduced to 1.16d nall per cot. (2)1314'X 91@"LVL BEVELED TO RECEIVE SIP PANELS CONTINUOUS (2)13/4"X 91/2'LVL BEVELED TO RECEIVE SIP PANELS CONTINUOUS wwww wwwwww w w w w w w w w w w w w w rA J I L.B.WALL P . o 02 1 I $ TJ II II II IIII x c � � � TIMBER BEAM ■ W N SEE PLANS BYVERMONT I F I -- TJ TIMBER FRAME FOR ROOF SEE PLANS BYVERMONT FRAMING DETAILS TIMBER FRAME FOR ROOF I I I I I I 7J ocj FRAMING DETAILS J TJ POST TO RIDGE rr (4)2X6 POST TIMBER MR BEAM I I I I I TJ I is L.B.WALL (2)2XB HDR Il E co J NOTES! LU IE7 1. PA= POST ABOVE 2. TJ =TRIPLE 2X STUDS UNDER BEAM+1 KING cc co I I ca 9. P.B. —ANTHONY POWER BEAM GLULAM 00 i= L.B.wAu. 4. LVL=LAMINATED VENEER LUMBER w w (2)13/4'X 71/4'LVL HDR. (2)1 314'X 71/4'LV(2)13/4"X 91/2"LVL BEVELED TO RECEIVE SIP PANEwCONTINUOUS LVL HDR. d— p 5. WINDOW AND DOOR HEADERS TO BE(2)2X8 HEADERS UNLESS O IERWISE SPECIFIED IED ON THEING PLANS D H 6. ALL POSTS TO BE(2)2X JACK STUDS + 1 KING STUD UNLESS OTHERWISE SPECIFIED ON THE L — — — — — — PLANS. 7. ALL CORNERS TO BE FRAMED SOLID. 113/2012 ARCHTJ VTF REVISIONS REVISIONS r" U J`l4 Plans are prepared by Condon Engineesing,P.C. It Is a vlobtlon of the New York State Education Law,Article 146,Section 7209,for any person unless acting under the °F 91 \, direction of a licensed Professional Engineer,Architect,or land Surveyor,to after any p `� Item In any way.If an Item bearing the seal of an Engineer,Architect,or Land Surveyor Is altered,the altering Engineer,Architect or land Surveyor shall atftx to the hem his/her E'SSIOt��'�' seal and the notation"Altered by"Moved by Ns/her signature and the date of such alterations,and a specific descriptor of the afteratlon. stale:1/a•61'-0' Condon Engineering, P.C. MYERS MAIN ROAD ASSEY RESIDENCE g g� 1755 Sl sbee Road GREENPORT, NY Drawn by:JJC Mattituck, New York 11952 OF (631)298-1986 (631)298-2651 Fax Date:3152011 www.condonengineedng.com ROOF FRAMING PLAN 2• 4"0 STEEL PIPE COLUMN 12-X12-x4- I �� 0 X 12"LONG GALV.ANCHOR BOLTS BASE PLATE LAT� I 8'O.C.MAX.,12"MAX FROM CORNERS 2X6 WALL STUDS 16'OC + 12" TJI RIM JOIST FTJI117M"FJ 0 16'O.C. COPPER TERMITE SHIELD HSS 4 x 4 x1/4 OR HSS4X4X3/8 _ GRADE(SLOPE AWAY FROM 2X8 ACQ SILL BUILDING 2%MIN.1(Y FROM 12'X 12'X 4- � BUILDING} BASE PLATE $ 2X6 STUD WALL 2X6 TREATED SILL PLATE N 1 5/8"0 X 12"LONG GALV.ANCHOR BOLTS :a"• l AT 28.O.C.MAX.12'MAX FROM CORNERS 1 @"EXPANSION SEAL 1 #5 BARS 58"O.C. TERMITE SHIELD SILL SEAL 6X6-W2.OXW2-0 WWM TOP OF FOOTIN 2H /—TO I/r PREMOLDED o GRADE 5"POURED CONCRETE SLAB EXPANSION JOINT WITH EXPANSION JOINT FILLER 9 ? EXPANSION JOINT AND JOINT SEALER 8"MIN a WATER PROOFING 6X6-W 1.01.4 WWM (Y� 2X4 KEY WITH BENTONITE 4 POURED CONCRETE SLAB *... • .•" �,'�. .',•••• '.r;�:'.• •c►;' ..' TAPE WATER STOP A WATERPROOFING �� i n', & z 2X4 KEY p•) • \ \\ Y' .. '.4:• ,., ' '!.. ;ar;^ti;.,.�k,:a x•r:;�':y+�s•^�.ter.... Ys•,._�..,►.:ti 4 COMPACTABLE BASE MATERIAL ° RODS AT 12'O.C. c oo •e EACH WAY(TYP.) 16' 7. 10 MIL POLYETHYLENE VAPOR RETARDER a a ' e J. ;. .•, Q' • �' .. '.i. . �.. ' 12- 112' 3 3- 25 (2)NO.5-60 KSI REBAR COMPATIBLE GRANULAR FILL (2)NO. REBAR ' T-17(OR AS NOTED ON PLANS) FOUNDATION DETAIL TYPICAL FOUNDATION WALL AT GARAGE DETAIL TYPICAL STEP FOOTING DETAIL TYPICAL ISOLATED FOOTING DETAIL SCALE: 1/2".1'4" SCALE: 1/2"=V-0" SCALE: � E: 112"_ " SCALE: 1•s r-0'��-0 I, HSS4X4X1/4 3116 31C STEEL BASE PLATE 2.314"0 ANCHOR BOLTS 1/4(BOLT TO PLATE) Oft Sh urs"Rem st.n %'WEB STIFFENER 1/2'WEB STIFFENER «�,w+wTr STEEL BEAM TU *. .nn 13• eorrou '' PLATE TIMBER FRAME AND SIP PANELS BY «.wn"•n.rTA STOW HA Kt�rl�•"Tle 0 'o'ERMONT TIMBER FRAME 1/4'STL.PLATE RN JOIST j — — — — I � TOP � � PATE SIMPSON HHUM OR AN APPROVED EQUAL 3/4-STEEL PLATE gp � simv�on sTsz s� 1 N every aver aw STEEL COLUMN BASE PLATE AND ANCHOR BOLT TYPICAL WALL STEEL COLUMN TO Typlcal2nd Floor DETAIL AT FOUNDATION WALLS STEEL COLUMN DETAIL StrappNlTSDetaE9 INOT TO SCALE SCALE'2"■1-0" TJI 36011718-FJ @ 16"Q.C. SIMPSON LSTAX OWSONLM STRAP Typical Wall and Sill Strapping Detail I TJI 3601178'FJ @ 16"O.C. I I I TJI FLOOR JOISTS n I SEE FOUNDATION DETAIL TYPICAL (3)1 Vr X 91/4-LVL I 51810 Bolts I I 2„ I I 4 GROUT OPENING AROUND BEAM END SOLID I I AND FLUSH WITH FOUNDATION WALL I I d I I 1/2"MIN.AIR GAP REQUIRED 2• AT END AND SIDES 314•X 4•BEARING PLATE I 113/2012 ARCHTJ VTF REVISIONS e a I I REVISIONS - (2)518.0 GALV.ANCHOR BOLTS Two 5/8•A36 Steel FOtcI Plates 3�' l 1 TYPICAL BUILDING SECTION UNTREATED GLULAM OR LVL BEAM NON SHRINK GROUT / SCALE: 1/4"= V-0" 1/4•BEARING PLATE 4' \ �"r r POCKET AND PLATE WIDTH BEAM WIDTH+1'MIN. 4 . (SEE PLAN FOR BEAM SIZE) g" 16" `,, !' , " d ° E) (3}13/4'X 91/4'LVL 5/810 Bolts �'( c A SEE TYPICAL.FOUNDATION DETAILS v d 2" FOR ADDITIONAL INFORMATION Plans are prepared by Condon Engineering,P.C, It Is a A*tlon of the New York State •A" f, J/ 4 Education Law,Article 145,Section 7209,for any person unless acting under tilt direction of a Iloensed Professional Engineer,Architect,or Land Surveyor,to otter any •�' c Item In any way. 4 d ahered the aherlf abearing Engineer, the seal of an ArchRect or land Surveyor,Archltecl�or Land shall a Is affix to the Item slher 2" T seal and the notation*Altered by'followed by his/her signature and the date of such alterations,and a specific description of the olteratlon. Two 3/8'A36 Steil I"Plato MYERS MASSEY RESIDENCE Scale:l/4•=r-0" Condon Engineering, P.C. MAIN ROAD Vj 0 4 GLUMAN FOUNDATION POCKET DETAIL FOUNDATION STEEL BEAM POCKET DETAIL FLITCH BEAM DETAILS Drawn by:JJC 1755 Sigsbee Road GREENPORT, NY NOT TO SCALE NOT TO SCALE SCALE 1•.1r4• Mattituck, New York 11952 o F (631)298-1986 (631)298-2651 Fax Date:3/1ST011 www.condonengineedng.com STRUCTURAL DETAILS MICROLLAMio LVL 2 X DIAMETER OF THE AND PARALIAMa LARGEST HOLE DEPTH PSL HOLE ZONE (MINIMUM) d Pr—HEADER MAXIMUM ROUND MICROLLAM LVL AND DEPTH HOLE SIZE PSL PARALLAM 4 " 1" Ll3 ALLOWED HOLE ZONE U3 ray" 14 1 13 MIDDLE SPAN 7Y"to 20• 2' SEE ILLUSTRATION FOR ALLOWED HOLE ZONE NOTES: 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEM1S ONLY, 2. ROUND HOLES ONLY 3. NO HOLES IN CANTILEVERS. 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN =LENGTH OF BE JA ILLUSTRATIONS AND TABLES, U4 Ll2 U4 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE NO OPENINGS`(;� OPENINGS TNO OPENING STRUCTURAL ENGINEER. SIMPSON LSTA36 STRAP TYPICAL ILEVEL LVL PENETRATION SCHEDULE AND DETAIL AREA AVAILABLE Typical Window and Door Header NOT TO SCALE FOR OPENINGS RANGE OF WEB OPENING trapping eta( EachCorner S NTS1 Us LM d14 ALO►NG LENGTH OF BEAM d ' RANGE!OF DEPTH OF CIRCULAR 4)IV 0�l OPENING RECTANGULAR .. ....: . .... . .:. BEAM F OR OPENINGS ..... ... OPE NG !4 ( 114"R(TYP.) HSS COLUMN U4 U2 U4 SUPPORT V CUT SHEAR BLOCKING P RT 3/16 6•x a"x ua•PLATE -IAvl- e 3112•,51/2'OR7"WIDE P.B. — 6X4X1/4ANGLE DO NOT DRILL IN CRITICAL ZONES UNIFORMLY LOADED SINGLE SPAN BEAM GLUED LAMINATED TIMBER S S S '-0'SPLICE(TYP. 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). 16d AT 12'O.C.WITHIN SPLICE FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF O d■DIAMMET OF CIRCULAR OPENING s 013 6.16d NAILS(EACH SIDE) WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. NOTES: h■HEICGHT OF RECTANGULAR OPENING s D!4 1. THE MAXIMUM SIZE HORIZONTAL HOLE(THROUGH THE WIDTH OF THE BEAM)SHALL W■WICDTH OF RECTANGULAR OPENING s D/4 1f2"TYP,(STAGGERED} ANTHONY POWER BIEAM NOT EXCEED 1-W INCHES. 1/2'THROUGH BOLT 2. EDGE AND END SPACING:ANY HORIZONTAL HOLE MUST BE A MINIMUM OF 4 HOLE 61■MIfINIMUM DISTANCE TO CL TRANSVERSE MEMBER■D DIAMETERS FROM THE TOP OR BOTTOM SURFACE OF THE GLUED LAMINATED ORi 12'.WHICHEVER IS LARGER Y3 Y3 Y3 TIMBER MEMBER,AND 8 HOLE DIAMETERS FROM THE MEMBER ENDS.THE DISTANCE S2 OR cS3■MINIMUM DISTANCE BETWEEN OPENINGS BASED IS MEASURED FROM THE EDGE OF THE MEMBER TO THE CENTERLINE OF THE HOLE, ON LARGER OPENING■3 x d OR 3 x h OR 3 x w, 3. SPACING BETWEEN HOLES:FIELD ADDED OPEN OR ACCESS HOLES NOT SHOWN ON WHICHEVER IS LARGER JOINT IN UPPER TOP THE CONTRACT DRAWINGS SHALL BE A MINIMUM OF 8 HOLE DIAMETERS JOINT IN LOWER TOP PLATE AT STUD 6•x 4"x 114"PLATE FROM ANY HOLE IN THE MEMBER THE DISTANCE IS MEASURED FROM THE EDGE OF OPENING SIZE AND SPACING PLATE AT STUD y 3/16 THE HOLE TO THE NEAREST EDGE OF THE EXISTING HOLE. 6X4X114 ANGLE 4. NUMBER OF HOLES:DETERMINE THE NUMBER OF FIELD ADDED HOLES ALLOWED BY NOTES: W11141 STIFFNER ALLOWING ONE HOLE PER EACH 5 FOOT LENGTH OF THE MEMBER NOTES: MAXIMUM ALLOWABLE V-CUT (THIS RULE DOES NOT APPLY TO SPACING OF HOLES.) 1. THIS DETAIL MA4Y r•`.�.-Z'D FOR SHOP OR FIELD CUT OPENINGS WITHOUT 3/16 5. OTHER HOLES:HOLES NOT DESCRIBED HERE REQUIRE REVIEW BY A QUALIf7ED CONSULTING TINE ST RUCTURAL ENGINEER. ANY OPENING OUTSIDE THESE 1. THE MINIMUM SPLICE IS 6-16Dd EACH SIDE OF UPPER JOINT FOR 2X PLATES. TIMBER DESIGNER L■LENGTH of BEAM D■DEPTH of BEAM CONSTRAINTS(MUST BE APPROVED BY THE STRUCTURAL ENGINEER. USE MINIMUM SPLICE UNLESS OTHERWISE NOTED ON THE PLANS, HSS COLUMN SHEAR BLOCKING AND VENTILATION HOLES 2. ALL FIELD CUT I OPENINGS MUST BE CUT WITH AS SMOOTH OF EDGES AS 2. PROVIDE CONTINUOUS TOP PLATES(NO JOINTS)WHERE WALLS ARE 17-0" TYPICAL ANTHONY POWER BEAM G L U LAM POSSIBLE AND'THEN GROUND TO ELIMINATE NOTCHES AND IRREGULARITIES. OR LESS IN LENGTH. HSS COLUMN TO GLULAM TYPICAL BEAM PENETRATION DETAIL TYPICAL TOP PLA i E NAILED SPLICE DETAIL SHEAR BLOCKING DETAILS CONNECTION DETAIL PENETRATION SCHEDULE AND DETAIL NOT TO SCALE NOT TO SCALE NTS SCALE:1*■V-0" NOT TO SCALE o 010 oIo oIo 010 910 0l0 --------------I-- —I----------- 1 — olo o 0 0 Io l oIo ® lo ® I I I I I I � --1------------I-- -- 1--.------------- ---- ---I------------r- (D l0 O IG) ® i0 0i ® 010 OI I I I oio of ® oIo o ; ooio of (3)518 INCH GALVANIZED BOLTS, 1 ( O 10 TO D I 1 2X8 ACQ LEDGER BOLTED TO FRAMING 2X8 ACQ LEDGER BOLTED TO FRAMING NUTS, AND WASHERS 0 (DL—————————————_. -- -- WITH 5/8"GALV.THROUGH BOLTS @ IT WITH 5/8"GALV.THROUGH BOLTS @ 16" I------------I 0 I o O.C.STAGGERED O.C.STAGGERED 1/4 ® 1 (D 0 1 0 o I 0 I 7 " o I I SIMPSON H2.5 HURRICANE TIE AT EACH JOIST (2)2X10 P.T.BEAM DROPPED 2X8 P.T.DJ @ 16"O.C. 2X8 P.T.DJ @ 16"O.C. (3)2X12ACQGIRDER Nailing Zones for Roof Sheathing in 120 JOISTS TO LEDGERBBEAM •%: SIMPSON DJT14Z 04 ACQ COLUMN(TYP.) .%':• JOISTS TO LEDGERBEAM MPH Peak Gust Wind Zone 1/3/2012 ARCHT.I VTF REVISIONS WITH SIMPSON LUS26 :• WITH SIMPSON REVISIONS HANGERS �� ,• HANGERS ' "• 30"X30"X12"P,C.FTG • ; :;." SIMPSON ABU44 :• 4X4 ACQ COLUMN(IYP.) Zone 1 Zone 2 Zone 3 ,. WITH#5 REBAR @ 12"O.C. A COLUMN BASE v1d 6"O.C. 12"O.C. 4"O.C. �•.• SIMPSON ABU44 Field (2)MIN BOTH DIR. -'• :• 2! COLUMN BASE •' ' #3 REBAR Panel Edges 6"O.C. 6"O.C. 4"O.C. I?J• � 12" SONOTUBE PIER TO '- '• � • � '• •''•: GRADE ,•;'' '• •• •, Nailing Requirements for 120 MPH,3 Sec.Peak Gust, .Q Thick Roof Sheathing with 8d Common Nails 4,'• ' 4�•`. 12"0 CONCRETE FILLED Roof Sheathing Nailing Details L SONOTUBE W/48"X 48"X 12"FOOTING. ' •'• 12"0 SONOTUBE •� SCALE: 1/8"■1'-0" " #3 REBAR FOOTING TO GRADE : 'A. BOTTOM OF FOOTING SET 36•MIN.BELOW GRAD OFES;10�� r d d ;y Scale:114"=1'-0" Condon En I���r'n P.C. MYERS MASSEY RESIDENCE U g� MAIN ROAD Plans are prepared by Condon Engineering,P.C. it Is a violation of the New York State 1755 Sigsbee Road GREEN PORT, NY TYPICAL FRONT DECK SECTION TYPICAL REAR DECK S>ECTI0N Education Low,licArtensed rote Sectioslonaln7gin for any person unless acting unduethe Drawn by:JJC 0a dl•ectlon of a pcensed Professional Engineer,ArcNtect,or Lend Surveyor,to alter any MattitUCk,New York 11952 Item in any way.If an hem bearing the seal of an Englneer,Archhect,or Land surveyor Is (631)298-1986 (631)298-2651 Fax 1/2"= 1'-0" 1/2"=1'-0" altered,seal and°h�� : Mowed rya `st nd �ofsuch Date:31152011 vww, ondonengineering. om,��, AlteredWbhMlgn8reow STRUCTURAL DETAILS alterations,and a spedtic description of the aherstlon. ,�%/�' �� GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CONTRACTOR E S General Notes: 1 . GENERAL: IN REGULATIONSLOF OLL OTOHERE AGOENC ESEDHAVINGCJUORISD CTION.RDANCE ITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND Wood: - - 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications forwood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A ®A-K ASSOCIATES LW B. LOCKED AREA. residenfial d,commercial design•oWneeifng•conxA N GENERAL NOTES: 3. Nailing schedule shall be in accordance with -the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH M6ManSW On: 16311767-6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. Wesfham ,- FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. ptonBeadi,NewYark 11978 fmc 1631)46-UU BEFORE COMMENCING WORK, THE CONTI RACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. ��� 2• g 5. Erect and brace trusses in accordance to truss plate institute recommendations. End BUILDINGS, OBTAIN ALL REQUIRED INSUIRANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. /WNLRa.HrroaKewA:)L UIs uce : % AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNL.RSHIF' & uSE of DOCUMLNis: 3, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a• All plywood shall be al accordance with the American Plywood Association ( f f specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports ideas, design and arrangements represented corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7• All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. to he part thereof shall be copied, disclosed p p (. ) 3. DUST CONTROL: to others or used in connection with any work or project other than for which they have been A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND 5• THE CONTRACTOR SHALL BE RESPONSIEBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR E = 1,600,000 PSI CLOTHS. = C. HEAVY DROP CLOTHS. OR DURING THE EXECUTION OF THE W(ORK. Fv 95 PSI 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL RIEQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: WORK NOTES: Fv = 285 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, REV. 12-11 -12 8. ELECTRICAL WORK SHALL BE PERFORMEED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI B. EXCEPT LEGAL HOLIDAYS. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER WORK THAIr MAY BE REQUIRED 9. THE CONTRACTOR SHALL DO ALL CUTTIING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS 1 ) Converted all Windows to RED T TO COMPLETE THE BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER;, TRADESMAN OR WOR(ER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. Andersen Double Hung. 10. ALL PIPING AND WIRING SHALL BE REWOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 2) Relocated Wood Stove. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESIONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 3) Extended Deck. LEVEL OF THE FIRST FLOOR ARE TO IBE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS Ark PROBLEMS 6 SPECIAL SAFETY NOTES 4) Maded Master Bath Linen WILL BE ALLOWED TO COMMENCE UNTIIL THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR W/ORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE Closet Larger. 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN VER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 5) Changed Master Bedroom REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF Bypass Closet Doors t0 THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR Double Doors. 13. THE CONTRACTOR WILL COORDINATE TH{E ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AN SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, 1{E CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 6) Removed Laundry Room 14. THE CONTRACTOR WILL COORDINATE TH{E ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM4 & KEHL ASSOCIATES, LC. HARMLESS STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR Hallway Closet. ARCHITECTURAL FEATURES AND FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THENJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PRZOVIDED UNDER THIS AGREMENT. 7) Made Pantry Larger. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS r'ARBON MONOXIDE DETECTORS 8) Changed Powder Room SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, r,;,JD LOCAL CODES. Pocket Door to a Swing Door. 9) Replaced Handrail at Top CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ROOF DRAINAGE CALCULATIONS: W stairs Wlth 42" High SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE ALL VENTS ARE TO [BE USE Wall' LOCATED AT ��IE REAR OF THE HOUSE LOAD SPEED (mph) CATEGORY WEATHERING D3'_ 11 MODERATEEPTH MTO HEAVY SLIGHT ITE DTOCMODERATE 11AY Td grrees MENT YEQUIRED 1984�998 CATEGORY ALL VENT PIPES ARE TO HAVE LEAG �OATED COPPER SLEEVES / COVERS 10)) Replace all Second Floor 45 Ibs/sgft 120 (mph) Bypass Closet Doors with DESIGN CRITERIA ALL PLUMBING TO BE IN ACCORDANCE WITH THE PLUMBING CODE OF NEW YORK STATE. ROOF AREA = 2282 sq/ft Swing Doors, PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) V - A x R x c 11 Moved Location Where II III USES(s) AND OCCUPANCY CLASSIFICATION(s) USI= 3" THROUGH ROOF 3 " THROUGH ROOF A = 17- LIVE LOAD DEAD LOAD RooF = 83 sq/ ft Stove Pipe Passes Thru - the Second Floor and Roof. USE OCCCUPANCY EXTERIOR BALCONIES 60 10 R � �, = 1L - .17 ft C = C�EFF. 1.0 12)I Revised all Floor Plans RESIDENTIAL R-3 DECKS (f) 40 10 3 V = 1783 x 1 x .166667 = 297.17 c.f. and Elevations. TYPE OF CONSTRUCTION (CHARTER 6) PASSENCER VEHICLE GARAGES (a). 50 (a) 10 298 / 42.25 VERTICAL FT. / F? = 7.05 V.F. TYPE GROUFP ATTICS WITHOUT STORAGE (b,e) 10 10 3' USE (?) 8' DIA, POOLS 4'-0" DEEP = 9 V.F. 2 ' V B ATTICS WITH STORAGE (b,e) 20 10 I POOLS TO BE PLACED ON OPPOSITE SIDE OF PROJECT: HEIGHT AND FIRE ARZEA ROOMS OTHER THAN SLEEPING ROOMS 40 10 BATHROOM 3" HOUSE AND LEADERS TO BE PIPED TO POOLS HEIGHT FIRIE AREA SLEEPING ROOMS 30 10 SECOND FLOOR ALL COVERS TO BE TRAFFIC BEARING MYERS I MASS EY HEIGHT, BUILDING. STAIRS RESIDENCE THE VERTICAL DISTANCE 40 (c) 10 i ALL MULTIPLE POOL SYSTEMS ARE TO FROM GRADE PLANE TO UNLIMI TED AREA 3" THE AVERAGE HEIGHT 3 'STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 OF THE HIGHEST ROOF AS PER TABLE 503 3 BE CROSS-CONNECTED SURFACE E 18N 5 2 OR CORNER OF MAIN RD, AS PER SECTION 502 OF ROOF THE BUILDING CODE OF 30 10 PO ER 2 " 3" NEW YORK STATE. 2 " ROOM 2" 2 ' STATE ROUTE 25 AND a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- KITCHEN POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. :2 MASTER PROVIDE A 3'-O�� WIDE X 3'-0" DEEP WIGGINS LANE TOTAL HEIGHT FROM RIDGE TO GRADE 26'-7 9/16" b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. E5--n 3 DW I 3 BATHROOM SHOWER TRENCH AROUND THE PERIMITER OF THE C�REENPORT, NEW YORK c INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY FIRST FLOOR HOUSE FILLED WITH 18 OF BANKRUN LUMBER SPECIES ANJD GRADE ) DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING 2" 2" MATERIAL AND TOPPED WITH 18" OF OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 2 " 3" 2 " 2" ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. 2" " DRAWINIG TITLE: 2 STONE ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN 3„ 3" ACCORDANCE WITH SECTION R802.10.1. 2 „ 2 " GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS 3 " PLUMBING RISER DIAGRAM TABLE R402.2 4" F.A. VENT F" MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE C. O, C.O, C %O. C %O. ��OABO�/E GRADE - C. O, SET I la SEPTIC SYSTEM �ISSIJED 1�F0�: l -DATE:TO C AREAS OF STRUCTURE MINIMUM SPECIFIED 3 D H SAPPROVED l II COMPRESSION STRENGTH (a) (fc) 3' 4" CI I CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION BASEMENT NA WEATHERING POTENTIAL PLUMBING RISER DIAGRAM (NITS) HOUSE u � { _7 2012 FIRST FLOOR 1372 sq. ft. SEVERE (b) TRAP SECOND FLOOR 818 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER ELDG.DEP . THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) r c0-_4 BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE SEAL• _ -"" DATE: LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME AUG. 13, 2012 ATTIC (HOUSE)(a) NA BASEMENT SLABS AND INTERIOR SLAB ON PROJECT NO: GRADE, EXCEPT GARAGE FLOOR SLABS NO (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ATTIC (HOUSE)(b) NA NO SUBSTITUTIONS © COPYRIGHT 2011 DAY ASSOCIATES, LLC. 954-2012 GARAGE NA NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED DRAWN BY: ATTIC (GARAGE)(a) NA All Framing Hardware Shown on these Plans, ��OF NEII,y BDK BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENITS. UNDER FEDERAL COPYRIGHT LAW. BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Unless Otherwise Indicated, lS Simpson Strong- PLANS MAY NOT BE REPRODUCED WITHOUT �PFS� DEF �pf CHECKED BY: SCREENED PORCH 211 sq. ft. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Tie. No Substitutions are Approved or Authorized. WRITTEN AUTHORIZATION. 't �R i * JJD p EASTERN DECK 229 sq. ft. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF f w SHEET NUMBER: WESTERN DECK 119 sq. ft. PORCHES, CARPORTS AND STEPS EXPOSED TO Due to the Relationships Of Framing Hardware ,r, dw N LQ THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) D.A.K. ASSOCIATES LLC. FRONT PORCH 55 sq. ft. SHEATHING NOTES: to the other Components of the Structure, any 2N 1;- FRONT RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE G 1 SIDE PORCH 72 sq. ft. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render O� � PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 072 POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the 'QD f P UNCOVERED ENTRANCES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa(a) AT 28 DAYS PSI P 9 right FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer / Contractor Assuming Responsibility for Acceptance of these drawings does not authorize the ri ht to build without (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR, BOX BEAM Verifyall conditions, codes, and re ulrements with such agencies prior t0 JAM ES J DEERKOSKI PE (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (,') SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES q g SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. © D•A•K ASSOCIATES,uc (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS !i , 12MIZZ/22/22/1 D .A e K ASSOCIATES Lw 9'-4" 9, nesidenrial a commercial design.engfneering.cwwAftnp 23'-84" 9' 16'-34" 506mcinStreet phone: (631)767-6071 9'-58" 3'-8" 10'-68" 4'-6" —6" 8'-94" 7'-6" fthomptonBeockNewYork 11978 tmc (631)Q-W E4M: CAm188ftol.Com Deerim "Ann 3 KeN Associates,LLC a East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENIS: These drawings and specifications including the Aideas, design and arrangements represented C therein, are the property of D.A.K. ASSOCIATES, J U 30 LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 12" Sono Tube with (2) #4 Rebor on 24 "X 24" X 12" Conc. Footing 8% 12" Anchor Bolts with #4 Rebar @ 12"oc. E.W. (TYP.) Min. 3'-0" Below Final Grade. _ DBL 2x8 ACQ Girder _ 5 12" Sona Tube wish (2) #4 Rebar WORK NOTES: x 18' Anchor Bolts 16"x 8' Concrete Footing uu 16% 8" Concrete Footing Max. 24"oc. as Per NYS. Code �; m 24 "X 24" X 12" Conc. Footing (Min. 3'-0" Below Final Grade) �'� �'r ¢ '�'r (Min. 3'-0" Below Final Grade) ° -Ciro with �4 Rebar @ 12"aa. E.W. (TYP.) � � REV. 12—11 -12 1'-4" � 1'-4" 1'-4" Min. 3'-0" Below Final Grade. DBL 2x8 ACQ Girder — I L _ _ 2820 - - - - - - - - 1 ) Converted all windows to �— — — — - - - -1 L — �— —� r - - I �co k I Andersen Double Hung. Y8"x 18" Anchor Bolts — — To of Conc. e � I � :2) Relocated Wood Stove. ' W C v p v U Top of Conc. v I I ~U Max. 24"oc. as Per NYS. Code o Butress to be a ABO Butress to be a Min. of 12" below PLATFORM Min. of 12" below I I Div �) Extended Deck. o Final Grade o 4° 4" JACUZZI r— �— Final Grade 4 Maded Master Bath Linen #5 Rebar 2'-o°B 4" " Closet Larger. ABOVE #5 Rebar 2'-0"oc. i BASEMENT I I BASEMENT I I ,5) Changed Master Bedroom I 4" P.C. SLAB L_ -� 4" P.C. SLAB I I 1 W/6x6 WWM 10/10 GA. z « N N N N o Bypass Closet Doors to Q Iw ~� W/6x6 WWM 10/10 GA. o I I Double Doors, c I m m I I� 1 —9—" 1, (6) Removed Laundry Room 5'-6" 3'-114" X 7'-92" J 3'-31" J 12'-6" 2'-10 X 3'-5" x 3' 1" x 3'-81" —7C' 12 ,-''l4 Hallway Closet. x Stairs I I o 7) Made Pantry Larger. o SHOWER o 13Risers o 0 0 0 o 16"z 8" Concrete Footing I ( ABOVE @ 8.04" VIF. - I m m i8) Changed Powder Room =I`D (Min. 3'-0" Below Final Grade) 3' 3� 3" 3�� 3 � 3 S 3 Ir � Pocket Door to a Swing (3) 1 'x9 LVL Girder �3) 1/x9 Z" LUL Girder (3) 1/z Y LVL irder F- 7(3) 1/'x9Y" V Girder —13) 1/ LVL Girder (1) 1 LVL Gir er- - �- - - - - -- _ - - - I 'Q 2 x 6 ACQ - 12"oc. Flo �I� f 9 Replaced Handrail at Top P N I I J 5 L L 5 — J L J 3" 9" _ " — 9 3 -3 7 -2 I I I _ of Stairs with 42" High 2 4" o 0 0 _o o IJ� Im 18" Anchor Bolts 5 co co I I mo ; o Wall. x o Max. 24"oc. as Per NYS. Corte ° '10) Replace all Second Floor O O p N - N O O I V N N's 0 0 o I r _ o o o Bypass Closet Doors with o ry o 4" " xn Swing Doors. Bilco "C"hoar Provide Metal o o x o �� '11 ) Moved Location Where ICU 4" 4" � � o � ni o 0 0 � � � � I I 12" Sono Tube with (2) #4 Rebar � Stove Pipe Passes Thru ~ with Stringers and BASEMENT " 24" Extensor 2x10 Treads 4" P.C. SLAB a �r �; BASEMENT I I o on o I `_ — — — — W/6x6 WWM 10/10 GA. ~ m' 4" P.C. SLAB I I 24 "X 24" X 12" Conc. Footing the Second Floor and Roof. L_ _ — — — _ W/6x6 WWM 10/10 GA. with #4 Rebar @ 12"oc. E.W. (TYP.) 1 2) Revised all Floor Plans 1 DBL floor Joist I I Min. 3'-C" Below Final Grade. ~ • I #5 Rebar 2'-O'oc. Beneath Wood -#5 Rebar 2'-0"oc. I I and Elevations. —I I Burning Stove I I Div 4" ,r 4" Top of Conc. Top of Conc, 16"x 8" Concrete Footing I 5 Butress to be a Butress to be a (Min. 3'-0" Below Final Grade) I Y,"x 18" Anchor Bolts 9y" Perimeter Beam Min. of 12" below Min. of 12" below 1 Max. 24"oc. as Per NYS. Code Final Grade Final Grade W/C l Verify the Height of i L _ _ _ _ __ _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ Ago Bilco Door Walls with Fi% nal Grade in Field PROJECT: - - - - - - - -- - - - - - - - - -� � — — — — — — — - - - - - - -- —i � — - - - - - - - — - - - - - - 1'-4" I MYE RS ASS EY 16"x 8" Concrete Footing , x 6'Trex Decking 16"x 8 Concrete Footing (Min. 3'-0' Below Final Grade) (Min. 3'-0" Below Final Grade) (P 12" Sono Tube with (2) #4 Rebar � RESIDENCE o r z 6'Trex Decking o o on o N o 0 1 24 "X 24" X 12" Conc. Footing I N N -1� ~�� E I I with #4 Rebar @ 12 E.W. (TYP.) I , x Trex ec9n9 ��„ CORNER OF MAIN RD, ~ � ~ g Q m a Min. 3'-0" Below Final Grade. Q Q oc) STATE ROUTE 25 AND x x X x x x �'x 6'Trex Decking `" `v � 12" Sono Tube with (2) �4 Rebar WIGGINS LANE on GREENPORT, NEW YORK 12" Sono Tube with (2) #4 Rebor 12" Sono Tub with (2) #4 Rebar 24 "X 24" X 12" Conc. Footing on C0 I 1 on 1 1 with #4 Rebor @ 12"oc. E.W. (TYP.) 5 „ 24 "X 24" X 12" Conc. Footing 5 „ I I 24 "X 24" X 12" Conc. Footing Min. 3'-0" Below Final Grade. Y z 12"Anchor Bolts with #4 Rebar @ 12"oc. E.W. (TYP.) x 12" Anchor Bolts I I with #4 Rebar @ 12"oc. E.W. (TYP.) g x 12" Anchor Bolts DRAWING TITLE: ~� in. 3'-0" Below Final Grade. Min. 3'-0" Below Final Grade. c� 3 2x10 ACQ - Flush Beam 3 2x10 ACQ - Flia Beam 3 2x10 ACQ - Flush Beam 3 2x10 ACQ - Flush Beam 3 2x10 ACQ - Flush 8(am 3 2a10 ACO - Flush B am ~ FOUNDATION PLAN SET: ISSUED FOR: DATE: C B A SEAL: DAT E: AUG. 13, 2012 ��. 8'-43" 8,-45„ 7'-103„��' 7'-103" 9'_03" �. 6'-33„ PROJECT NO: 4 4 8 8 8 8 4 r 17'-118" 15'-84" 15'-48" \ DRAWN BY: 954-2012 oo 49' OF NEW BDK ^9' C COPYRIGHT 2011 D.A.K ASSOCIATES LLC. C-D C) , DE R�©,Q CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED o JJD UNDER FEDERAL COPYRIGHT LAW. r- aU) SHEET NUMBER: FOUNDATION PLAN PLANS MAY NOT BE REPRODUCED WITHOUT4 LU WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF '2 THE 2�° �,~ Al 01 D.A.K. ASSOCIATES, LLC. R �' SCALE: 1/4"= 1'-0" THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SS10111 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 4'-114„ 9,_04" 10'-104„ 3'-32" 3'-32" 11" _22" 4,_43" ®A®!� ASSOCIATES, residential d,commercial design•enpineerfng•cormmng 506 Main Street phone: (6311 767-6071 4 4 Westhampton Bead,New 1'Olk 11918 falc 1631)Q-3354 22'-81" 5'-6" 5'-6" 15'-3—" &W: CMTffi88@ooLCom DemkosK Arm&Kehl Associates,LLC a formerly East End Deslan Amciates,LLC OWNLkSHIP & USE OF DOCUMENTS: These drawings and specifications including the Cideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed O� 3U to others or used in connection with any work or project other than for which they have been prepared without written consent. Note: Steps to Decks and Porches are be a Max. of 2 Risers, requiring no Handrail as per NYS. code. Note: Finish decks and porches are to be less than 16" above finish grade WORK NOTES: WOODEN "' PORCH REV. 12—11 -12 ADH2650 irU ADH2650 FWHID2780S FWHID3180 FWHID2786OS ADH2644 ADH2644 � ) Converted all windows to IN 1 (2) 1 a " LVL Header Andersen Double Hung. 52 9' 6" 7'_6" OUO 2) Relocated Wood Stove. ° Note: Steps to Decks and Porches "'� M ore be a Max. of 2 i 3) Extended Deck. Risers, requiring no Handrail airs KITCHEN as erNYS. code. 4) Maded Master Bath Linen '015'-6" -32" I o o = Closet Larger. o 16 'isers I I M Q Note: Finish decks and porches o 5) Changed Master Bedroom _ WI CLOSET @ . ,1" VIF., DINING are to be less than 16" above N iD I' ��� ROOM �� N finish grade Bypass Closet Doors to riiv = 1¢ i o o Double Doors. SEAT 32" t� N ) y Room -- --------------------- N �i� 6 Removed Laundry n d r �� � l0 12'-22°X 15' X Hallway Closet. M to 0 0 I� 7) Made Pantry Larger. 8) Changed Powder Room —N v I I v 1'-7" 313'-7z"" s/D i Pocket Door to a Swing 2 I I � 2 IY"x9Y LVL Flush Deem Door. —� _ 2 1�"x9Y" LVL Girder w 1 " _ _ 668 - - 2668 _ �6�i�- - Flush eo s 910#/ft WOODEN 9) Replaced Handrail at Top 00 IN CD2668 OC. N Verify Location with Owner PANTRY RY = „ S/D �CID C�DS/D and Clearances Required by :0 1 L— PORCH C0 of Stairs with 4 2 High _ � NYS. Code and Manufacture 1 32" 01 Wall. —ICU � 9'-10�" r17— W�O� LIVING SHOWER, 2 10) Replace all Second Floor ° �AeovE� ROOM ABOVE.o �;� Bypass Closet Doors with Bilco "C" Door 52,, 14' X 0 2'— 0" `� 15'-6" o �'-4" 3'-6" x N 5'-2" 52" Swing Doors. _ 11 ) Moved Location Where with o 0 1 _51" N o 2 CD 0 "' ~ �° Stove Pipe Passes Thru N 24" Extension 3—`icu " 2 CD o Provide Metal o z the Second Floor and Roof. Stringers and MASTER BEDROOM 0M s/D POWDER 12) Revised all Floor Plans 2x10 Treads CL o LNUNDRY 0 ROOM 31„ ROOM c� F/L —.IN CD Elevations. 0 2 o co o Ln o o � d Qo �o uF) v CIA o� 0__ riiv 3'-72"ID (2) 1%"x9Y" L L Girder w/(1)aSteel Flitch Plate Header _ PROJECT: w — — — — ADH3250 " Ln � ADH3250 rii� eI P FWGD11180-4 B' ' r�i� Diu FWHID2980 MYE RS / MASS EY 4N N I B.P. ABOVE (2) 13/4"x16" LVL Girder Above Under Rafters B.P. ABOVE All Headers to be f — — — — — — — — — — — — — All Headers to be RESIDENCE (2)1%"x 9 y"LVL ICU �icu (2)1%"x 9 Y"LVL x 6'Trex Decking r x 6 Trex Decking Unless Otherwise Noted I All Headers to be I i Unless Otherwise Noted M (2)14"x 9Y"LVL CORNER OF MAIN RD, Unless Otherwise Noted Note: Ste s to Decks and Porches DECK 'I`— DECK STATE ROUTE 25 AND P I _ I Note: Steps to Decks and Porches are be a Max. of 2 �uv v SCREENED v �i� are be a Max. of 2 Risers, requiring no Handrail i I i Risers, requiring no Handrail WIGGINS LANE as per NYS. code. c0 PORCH i� as per NYS. code. GREENPORT, NEW YORK Note: Finish decks and porches Y4"x 6'Trex Deck'mq Note: Finish decks and porches are to be less than 16' above —IN are to be less than 16" above finish grade i finish grade DRAWING TITLE: Mil 2 1%W LVL Header MI, 3" 3'-13"�3'-13"—�-3'-13"—�+'-23" FIRST FLOOR PLAN 4 4 4 4 4 4 4 17'-816" 16'-211 15'-18" SET: ISSUED FOR: DATE: C B A U � JU SEAL: DATE: AUG. 13, 2012 16'-21" 15'-13" PROJECT NO: 16 4 8 954-2012 DRAWN BY: 2'-0—" 10'-4" 13'-4— 15'-10" 7'-4—" OEDEE�Y BDK 3 3,. 1 © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. R o� 4 4 2 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �7- A fro(P CHECKED JBJD 9 01 UNDER FEDERAL COPYRIGHT LAW. _r ".� f'� SHEET NUMBER: W w PLANS MAY NOT BE REPRODUCED WITHOUT r . y � WRITTEN AUTHORIZATION. a N r _FIRST FLOOR PLAN ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �O 07 Al 02 2� � D.A.K. ASSOCIATES, LLC. ARoF S10 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SCALE: 1/4"= 1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction. REFER TO GENERAL- NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS //%%� !�; �; /�� ;%'r%� D e A e K ASSOCIATES roc residential a commercial design.enpinserfng.awwAng 506 Main Sheet phone: (631)767-6071 Westhampton Bead,New York 11978 talc (631)466-3354 E4Ad: CNrrfRNoolcom Deerk ft Arm&KeN wcsoaates,LLC•ftmwly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented C B A therein, are the property of D.A.K. ASSOCIATES, 30 J0 LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 4 9' WORK NOTES: 10 REV. 12-11 -12 _I 1 ) Converted all windows to Andersen Double Hung. 2) Relocated Wood Stove. 52" 1 -52 52 1 52„ 3) Extended Deck. 17'-11 4'-2" 25 -102" STORAGE 4) Maded Master Bath Linen STORAGE `r' Closet Larger. �,�, Access Access -,C, -:n 5) Changed Master Bedroom "'�� Door Door� � � �� Bypass Closet Doors to rww.fi w awnuHec r VwNiHMr Double Doors. �0J - - - - - - 6) Removed Laundry Room — —� - - - - - - - - - - - - S i t I CO 8'C9.�IG IfIGHi 5_-, Hallway Closet. 1 i C N Note: Doors will hit ceiling 2 Note: Dbl doors will hit ceiling i QD 0 �� CL. if fully opened 7) Made Pantry Larger. if fully opened o LOFT ��� M 03 „ i" I 31" 0 8) Changed Powder Room CD 2 0 C, 001 14' 3' 11'-11" 1"3' a 15' o Pocket Door to a Swing 10 2Attic Door. HALL s/DI Access N " L 9) Replaced Handrail at Top CIDBEDROOM s/DCID Return 101" s D BEDROOM x „ a I J � 1 2 �, / � I o �' of Stairs with 42 High M N Grill �3'-32 z 7'-9" �i� Verify Location with Owner Q = rim O, and Clearances Required by v °l Wall. o '� T 2668 NYS. Code and Manufacture o iU _ _ 10) Replace all Second Floor _ / �� Q ' -,�, �, � �STf � �' Note: Dbl doors will hit ceiling ' Q Bypass Closet Doors with � 11 � , � Note: Dint doors will hit ceding i BAH o00 if fully opened Swing Doors. if fully opened o C . C • Ln o 0 e'cefrmcr 3 F 11'-11"_ _ _ 3 " g cELINGH 11 ) Moved Location Where - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — - -- Stove Pipe Passes Thru s�wal r \ VWAUHM the Second Floor and Roof. awatHIM - - --- - - - - NJ (3)2Xt D w/(2)Y" Steel Flitch I Plate Rafter HeadAr �"�� 12) Revised all Floor Plans -ICU Access Ln IN N Ln ccess ICU and Elevations. rn Door Door Ln 0 - Second Floor AA 1 52" i proposed Return Gas Furnace 1 52" STORAGE p Location I Unit o STORAGE X N PROJECT: _ICU —ICU MYERS / I'WASSEY All Headers to be 49, All Headers to be RESIDENCE (2)lY4"x 9 Y2"LVL (2)IY4"x 9 Y21VL Unless Otherwise Noted Unless Otherwise Noted SCREENED CORNER OF MAIN RD, PORCH STATE ROUTE 25 AND ROOF WIGGINS LANE GREENPORT, NEW YORK DRAWING TITLE: SECOND FLOOR PLAN SET: ISSUED FOR: DATE: C B A SEAL: DATE: AUG. 13, 2012 PROJECT NO: 954-2012 SECOND FLOORms pF NEW BDK PLAN DRAWN BY: LC. �� Y D.A.K ASSOCIATES, SCALE: 1/4"= 1'-0" OALLCFOLOORGHT PLANOS11AND ELEVATIONS ARELPROTECTED �P�S DEfR,t-CPS CHECKED BY: UNDER FEDERAL COPYRIGHT LAW, �Q PLANS MAY NOT BE REPRODUCED WITHOUT a ` 'al w HEET NUMBER: WRITTEN AUTHORIZATION. � Le� �� A � Al 0 3 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF '�o go c�� D.A.K. ASSOCIATES, LLC. 072 ��` ESsto THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASS"T%uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS % %%'';/ %�'%%%' '!' �� � � D e A®K ASSOCIATES Lw resfdennd & comnwcki dedgn 9 enpineeft*coroift 506 Main Sheet phone: (631)767-6071 Westhampton Bead,New York 11978 fmc (631)466-M ELWI: CkffMN*d.m Deerlooa Arm 6 KeM Aasodo n LLC OftffroftV Est End Design Aw0datm,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. r` i cu WORK NOTES: REV. 12-11 -12 Converted all windows to Andersen Double Hung. ADH 644 DH 644 ADH '65 ADH '65 2) Relocated Wood Stove. - WHI 278 FWHI 318 WHI 278C L 3) Extended Deck. - 4) Molded Master Bath Linen LE Closet Larger. 5) Changed Master Bedroom HHL Bypass Closet Doors to Double Doors. 6) Removed Laundry Room Hallway Closet. 7) Made Pantry Larger. 8) Changed Powder Room Pocket Door to a Swing FRONT ELEVATION (NORTH SIDE) Door. 9) Replaced Handrail at Top SCALE: 1/4t"=V-0" of Stairs with 42" High Wall. 10) Replace all Second Floor Bypass Closet Doors with Swing Doors. 11 ) Moved Location Where ..`A Stove Pipe Passes Thru the Second Floor and Roof. 12) Revised all Floor Plans and Elevations. PROJECT: YERS / MASSEY RESIDENCE CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK DRAWING TITLE: r ELEVATIONS - AS NOTED LLADH ADH 250 W ID 8 SET: ISSUED FOR: DATE: SEAL: DATE: AUG. 13, 2012 PROJECT NO: 954-2012 DRAWN BY: REAR ELEVATION SOUTH S I D © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. BDK ��pF NEy,r CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED P S DEE O,p JJD UNDER FEDERAL COPYRIGHT LAW., o SHEET NUMBER: SCALE: 1/4"'= V-0" PLANS MAY NOT BE REPRODUCED WITHOUT * �`� � WRITTEN AUTHORIZATION. ' ,i w A201 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �,�',-+� 1_d z D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AROFESS�,O�`�P PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D e A®K ASSOCIATES ilc re*Wffld &commmdal design a enoineWng.cmithl rp 506 Main Street phone: (631)767-6071 Westhampton Bead,New Yak 11978 faic (631)466-3354 E4Ad CMnEWoolcom Deerkoft Arm 3 KON Assocates,LLC a East End Desion Associates,LLC OWNERSHIP & USE OF DOCUMENTS: Ir, These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. DI 0 ADH 054 DH 05 WORK NOTES: REV. 12-11 -12 1 ) Converted all windows to Andersen Double Hung. DH 644 DH 644 2) Relocated Wood Stove. L7wH1318 3) Extended Deck. a� 4) Maded Master Bath Linen Closet Larger. 5) Changed Master Bedroom 0 0 �i Bypass Closet Doors to Double Doors. 6) Removed Laundry Room Hallway Closet. 7) Made Pantry Larger. T I DE 8) Changed Powder Room LEFT ELEVATION (EAS S Pocket Door to a Swing Door. SCALE: 1/4"=1'-(0" 9) Replaced Handrail at Top of Stairs with 42" High Wall. 10) Replace all Second Floor Bypass Closet Doors with Swing Doors. 11 ) Moved Location Where Stove Pipe Passes Thru 3. the Second Floor and Roof. 12) Revised all Floor Plans and Elevations. PROJECT: F MYERS / MASSEY I RESIDENCE D o ADH 054 DH 05 CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK DRAWING TITLE: ELEVATIONS - AS NOTED ADH�650 ADH 650 SET: ISSUED FOR: DATE: 0 0 0 SEAL: DATE: AUG. 13, 2012 PROJECT NO: RIGHT ELEVATION (WEST SIDE 954-2012 DRAWN BY: BDK ©COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CHECKED BY: SCALE: 1/4"= 1'-0" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED P�EOFpE ER/ JJD UNDER FEDERAL COPYRIGHT LAW. �� �' SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT * -T CP �r WRITTEN AUTHORIZATION. `} 3 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ' ..- 1 A2 0 2 D.A.K, ASSOCIATES, LLC. % ~'t" -� THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 07ti5 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, ssr DOB NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI P of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D•A-L ASSOQAM uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILSAll Ridge Vent - - - - -- 2x12 Ridge D e A e K ASSOCIATES LLC T reskiwillal &commercial design •eVrieering•comAtlrp 30 Year Architectural Roof Shingles 506M*SkW phone: 1631)767-6071 15 LB Felt Westhampton Beach,New York 119%B fix 1631)49-W " CDX Sheathing C Mai: CAm16886@aoI Cam 2z10 Roof Rafters Deerkoft Arts 6 KeN Associates,LLC o East End Amclotes,LLC 77 OWNERSHIP & USE OF DOCUMENIS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. IL 2x8 Ceiling Joist - 16"oc. �xv g WORK NOTES: N I �j R-30 Insulation R-30 Insulation REV. 12—11 -12 I ) Converted all windows to 2x4 Studs -1s"oc Andersen Double Hung. 2) Relocated Wood Stove. 3) Extended Deck. 4) Maded Master Bath Linen BEDROOM Closet Larger. .l 5) Changed Master Bedroom Bypass Closet Doors to Double Doors. 6) Removed Laundry Room Hallway Closet. 2z6 studs -16"oc 2xs scuds -16"oc 7) Made Pantry Larger. Hurricane ;strapping 8 Changed Powder Room Pocket Door to a Swing Door. WI40x92016"oc WI40x0/2" ®16"oc 9) Replaced Handrail at Top 1"x 8" Azek Fascia o f Stairs with 4 2" H i g h R-30 Insulation R-30 Insulatio Azek Soffit (2) 13/"x02' LVL Flush Beam Wall. Hurricane StLrapping 10 Replace all Second Floor l' x 6" Azekk Freeze Bypass Closet Doors with Swing Doors. 2x6 scads —16"oc 11 ) Moved Location Where Stove Pipe Passes Thru POWDER DECK the Second Floor and Roof. KITCHEN PANTRY HALL 12) Revised all Floor Plans Fire Blocking • and Elevations. y" Type Sheettrock ROOM I Q1 R-19 Fiberglosss Insulation Board and Bmttom Siding JE 30#Felt CDX Sheatthing 26-16" oc Moll Studs R-19 Insuloticon " CDX Subfoor MYE RS , MASS EY Provide Flashing Y"x 6" Decking 2x6 Doug Fir Sill Fire Blocking RESIDENCE WI40 x � @ 16"oc WI40 z � ®16'oc 2z8 ACQ @ 12"oc 2 x 6 pressurie treated CORNER OF MAIN RD, ACQ sill plates (joist bearing plates) R-30 Insulation R-30 Insulation Joist Hanger Blocking STATE ROUTE 25 AND Termite shield on fiberglass 2x10 ACQ House Beam (3)2x10 ACQ - Flush Girder Hurricane strapping i sill sealer - typcal 2x2 ACQ Ledger Hurricane Stropping cal (3) 134"x9� LVL Girder 4z4 ACQ -Post WIGGINS LANE r8 x18" Anchor Bolts 2'-D"oc. GREENPORT, NEW YORK r8 x18" Anchor Bolts 2'-0"oc. 8" Poured Concrete Foundation Wall w/ 15 Rebar — 48" oc Vertical Rods 12" Conc.Pier w/ �x18" Anchor Bolts 2'-0'oc. (2)#5 Vertical Rebar DRAWING TITLE: �I� 3 " Dia Steel Column BASEMENT o� 0 o on CROSS SECTION A i 24"x24"x12"Conc. Ftg. � 24"z 24°x 12" Conc. Ftg. with (3)15 Rebar SET: ISSUED FOR: DATE: Each Way Damp proofincg 4" P.C. Slab �4" P.C. Slab 2x4 Keyway SEAL: DATE: AUG. 13, 2012 16" z 8" Conccrete tooting with 3 #5 rebars ° ° ° PROJECT NO: ° 954-2012 24"x 24'x 12' © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. Conc. Ftg. �pF NEW DRAWN BY: r BDK with (3)#5 Rebar ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �� DES Each Way UNDER FEDERAL COPYRIGHT LAW. co �s Rd - CHECKED BY: * Q J� PLANS MAY NOT BE REPRODUCED WITHOUT JJD �' ��'{ a� r sHEEF NUMBER: WRITTEN AUTHORIZATION. ., „ � rw ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. �� A301 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 6/0 0725 CROSS SECTION A PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. FESSIo Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: of of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D"A"g ASSOCIATES, uc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS Ridge Vent - 2x12 Ridge D ®A®K ASSOCIATES 1.i.0 restdenna &corn nercfal design•engineering.coraulttng 30 Year Architectural Roof Shingles1$t�@t : (631)767-6011 15 LB Felt WeftfflptonB000KNeWY0rk 11M iac (631)4M-W " CDX Sheathing ' CkmN8@ooLcorn 2x10 Roof Rafters DeedmsK Arm&KeN Assodates.LLC a fornrietty East End Design Assodates,LLC OWNERSHIP & USE OF DOCUMENTS: (2)2x10 These drawings and specifications including the Rafter Header ideas, design and arrangements represented For Skylight therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 4505 venting Skylight 2x8 Ceiling Joist - 16"oc. WORK NOTES: — + — — — — — (3)2X10 w/(2)Y" Steel Flitch Plate Rafter Header R-30 Insulation R-30 Insulation REV. 12—11 -12 1 ) Converted all windows to \ (4)2X10 Rafters Andersen Double Hung. 2x4 St ds -16"oc 2z6 Studs -16"oc \ (`\ \ 2x6 Studs -16"oc 2) Relocated Wood Stove. LOFT BATH I I \ �� 3) Extended Deck. \ \ 4) Maded Master Bath Linen 00 Ln I \\ \\ Closet Larger. � 30 Year Architectural Roof Shingles 5) Changed Master Bedroom 15 LB Felt CDX Sheathing Bypass Closet Doors to \\ 2x8 Roof Rafters Double Doors. \ \ 6) Removed Laundry Room 26 Studs -16"oc I FURNACE \ \\ , Hallway Closet. \\ (2) I xl6' LVL Girder 20 Rafter plate 7) Made Pantry Larger. \Hurricane strapping 8) Changed Powder Room \ I \ Pocket Door to a Swing Door. WI40 x 9Y" 016"oc WI40 x 9r 016"oc 2x8 Ceiling Joist - 16"oc. 9 Replaced Handrail at Top Hurricane strapping o f Stairs with 42 High 1"z 8" Azek Fascia R-30 Insulation R-30 Insulation I (2) 134'x9Y' LVL Girder (2) 134 z9Yz" LVL Girder /(1)ze Steel Flitch Plate Header I I I R-30 Insulation (2) 1�x9Y"LVL Girder R-30 Insulation Wa I , Azek Soffit I I I 10) Replace all Second Floor Hurricane Strapping 1" x 6" Azek Freeze — I I I (2) 13/4"x9r LVL Grder w/(1)r Stteel Flitch Plate Header Bypass Closet Doors with Swing Doors. 26 Studs -16'oc I I I 11 )) Moved Location Where 44 Posts Wrapped Stove Pipe Passes Th r u I ' LIVING CREENEDwith Azek the Second Floor and Roof. DINING I I I 12;) Revised all Floor Plans Fire Blocking ' TypeSheetrock ROOM �' I I I ROOM PORCH and Elevations. Y � I I I R-19 Fiberglass Insulation PROJECT: Board and Bottom Siding 30#Felt CDX Sheathing x 26-16' oc Wall Studs I I I 6- Insulation I I CDX Subfoor I YE RS , AS S EY I " I Provide Flashing \---4_ N I - E Fire Blocking I RESIDENCE 2x6 Doug Fir Sill WI40 x 92 Q 16'oc Wi40 x 9 2" 0 16°oc 2x8 ACQ 0 12"oc Hurricane scrapping CORNER OF MAIN RD, 2 x 6 pressure treated STATE ROUTE 25 AND ACQ sill lutes (joist bearing lutes R-30 Insulation R-30 Insulation Joist Hanger \BlockingP (J 9 P ) 2x10 ACQ House Beam -Post (3)2x10 ACQ - Flush Girder Hurricane stra in Termite shield on fiberglass 2x2 ACQ Ledger sill sealer - typical 4x4 ACQ -Post 4xHurricane strapping 4z4 ACQ -Post (3) ,�'x9� LVL Girder WIGGINS LANE Hurricane Strapping GREENPORT, NEW YORK Vx18" Anchor Bolts 2'-0"oc. Y8"x18' Anchor Bolts 2'-O'oc. �x18" Anchor Bolts 2'-O"oc. YB"x18' Anchor Bolts 2'-O'oc. 12" Conc. Pier w/ 12' Conc. Pier w/ rx18' Anchor Bolts 2'-0'oc. 8' Poured Concrete Foundation Wall 12" Conc. Pier w/ (2)15 Vertical Rebor (2)#5 Vertical Rebor DRAWIING TITLE: w/#5 Rebor - 48` oc Vertical Rods (2)#5 Vertical Rebor 3Y" Dia Steel Column BASEMENT 4 or—e " CROSS SECTION B on l 24%2412" Conc. Ftg. � 24"x 24"z 12" 24`x 24"x 12" 24"x 24"x 12" Conc. Fig. Conc. Ftg. Conc. Ftg. Dam proofing with (3)#5 Rebor with (3)#5 Rebor with (3)#5 Rebor SET: ISSUED FOR: DATE: P P g Each Way Each Way Each Way 4" P.C. Slab �4' P.C. Slab 20 Keyway SEAL: UAl E: _ AUG. 13, 2012 16" x 8" Concrete footing with (3) #5 rebors o PROJECT NO: e o 954-2012 QF NEW DRAWN BY: 0 COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. p a 24"x 24°x 12" -(� y Conc. Ftg. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED F5 I' ECR,y 'A BDK with (3)#5 Rebor * �` 0� CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. Each way PLANS MAY NOT BE REPRODUCED WITHOUT { 'y x JJD w SHEET NUMBER: WRITTEN AUTHORIZATION. y = 1 z ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �Fo 0. D.A.K. ASSOCIATES, LLC. 072 A302 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SS10 CROSS SECTION B PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAME S J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © D-A-K ASSOCL4= agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS Ridge Vent — - -- 2x12 Ridge D ®A®K ASSOCIATES LLC reside,W &commerclal design a engineering a consU ft Verify Location with Owner and Clearances Required by 506M*StNt Mom: (631)767-6071 NYS. Code and Manufacture WeftrrptonBeOCK Now York 11978 bC (631)466-3354 E-Mai: CMnNNod com Deedco K Artn&KeN Assodates,LLC a ftmerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 30 Year Architectural Roof Shingles These drawings and specifications including the 15 LB Felt ideas, design and arrangements represented " CDX Sheathing therein, are the property of D.A.K. ASSOCIATES, 2x10 Roof Rafters L.L.C. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 00, �i'N N 000 2x8 Ceiling Joist 16"oc. WORK NOTES: \ \ Area for Return `j R-30 Insulation \ R-30 Insulation Duct Work REV. 12—11 -12 4 \— � — I ) Converted all windows to \ \ I Andersen Double Hung. z4 Studs -16 I 2) Relocated Wood Stove. \ 3) Extended Deck. \y , \ \ 4) Maded Master Bath Linen 3EDROOM \\ Closet Larger. 5) Changed Master Bedroom Bypass ass Closet Doors to I I Double Doors. 6) Removed Laundry Room 00 I I 2z6 Studs -16°oc I I I I 2z6 Studs -16"oc Hallway Closet. 7) Made Pantry Larger. Hurricane strapping I I I I 8) Changed Powder Room Pocket Door to a Swing Door. JWI40x9Y" 016"oc WI40x9Y" 016°oc 9) Replaced Handrail at Top 1"x 8" Azek Fascia / of Stairs with 42 High R-30 Insulation R-30 Insulation Azek Soffit Fire Blocking WC I I. Hurricane Strapping 10) Replace all Second Floor 1" z 6" Azek Freeze Bypass Closet Doors with Verify Location with Owner 2x6 Studs -16"oc and Installation Clearances Swing Doors. and Specs, Required by 11 1 ) Moved Location Where NYS. Code and Manufacture Stove Pipe Passes Thru MASTER DECK the Second Floor and Roof. MASTER 112) Revised all Floor Plans Fire Blocking and Elevations. y" Type Sheetrock BATHROOM BEDROOM R-19 Fiberglass Insulation Board and Bottom Siding 30#Felt CDX Sheathing 26-16" oc Wall Studs R-19 Insulation CDX Subfoor Provide Flashing Y"z 6" Decking MYE RS / N'iASS EY Fire Blocking RESIDENCE2x6 Doug Fir Sill WI40 x 9y2" 016"oc W140 x 9Y" 0 16"oc 2x8 ACQ ®12"oc CORNER OF MAIN RD 2 x 6 pressure treated , ACQ sill plates (joist bearing plates) R-30 Insulation R-30 Insulation 2x10 ACQ House Beam Joist Hanger Blocking (3)2x10 ACQ - Rush Girder STATE ROUTE 25 AND Termite shield on fiberglass 2x2 ACQ Ledger Hurricane strapping WIGGINS LANE sill sealer - typical Hurricane Strapping (3) 134"z9Y" LVL Girder 4x4 ACQ -Post 5/8"x18" Anchor Bolts 2'-o"oc. GREENPORT, NEW YORK "z18" Anchor Bolts 2'-0°oc. 12" Conc. Pier w �x18° Anchor Bolts 2'-0°oc. 8" Poured Concrete Foundation Wall w/ 15 Rebar - 48' oc Vertical Rods (2)#5 Vertical Rebar DRAWING TITLE: BASEMENT —+I(LJ 3Y" Dia Steel Column G') o . CROSS SECTION C on 262612" Conc. Ftg. � 24"z 24"x 12" Conc. Ftg. with (3)#5 Rebar SE_F: ISSUED FOR: DATE: Each Way Damp proofing 4" P.C. Slab �4" P.C. Slab 20 Keyway SEAL: DAl E: 16" x 8° Concrete footing with (3) ft rebars 13, 2012 o e PROJECT NO: 0 0 954-2012 24"x 24°x 12" COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. P�EOF NEtVY DRAWN BY: Conc. Fig. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �g DEERS O,Q BDK * Q �,� CHECKED BY: with 3�5 Rebar p 'f UNDER FEDERAL Each way COPYRIGHT PLANS MAY NOT BEREPRODUCED WITHOUT Y JJD rrn i W SHEET NUMBER: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF N�a D.A.K. ASSOCIATES, LLC. A o072 A303 �4pF CROSS SECTION C THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 10N PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAWES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® ID-A-K ASSOQA'1BS,ac agencies prior to construction.