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HomeMy WebLinkAbout38276-Z SdEFpt,fcoG�� Town of Southold Annex 4/14/2014 P.O.Box 1179 co Go 54375 Main Road a � ti Southold,New York 11971 col CERTIFICATE OF OCCUPANCY No: 36862 Date: 4/14/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 825 Green Hill Lane, Greenport, SCTM#: 473889 Sec/Block/Lot: 33.-2-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/31/2011 pursuant to which Building Permit No. 38276 dated 8/22/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH UNFINISHED BASEMENT, COVERED PORCHES AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to ROBERT&JOANN HEGERMILLER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0229 03-14-2014 ELECTRICAL CERTIFICATE NO. 38276 11-04-2013 PLUMBERS CERTIFICATION DATED 11-25-2013 George L. Berry Jr A ' ed ignature ��vFFoar TOWN OF SOUTHOLD moo 00 BUILDING DEPARTMENT CM a TOWN CLERK'S OFFICE oy . 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#: 38276 Date: 8/22/2013 Permission is hereby granted to: ROBERT & JOANN HEGERMILLER 73 CHESTNUT AVENUE FLORAL PARK, NY 11001-2417 To: NEW 2 BEDROOM ONE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED REPLACES EXPIRED BUILDING PERMIT # 36435 At premises located at: 825 GREEN HILL LANE SCTM.# 473889 Sec/Block/Lot# 33.-2-44 Pursuant to application dated 5/31/2011 and approved by the Building Inspector. To expire on 2/22/2015. Fees: PERMIT RENEWAL $293.70 CO -NEW DWELLING $50.00 Total: $343.70 Building Inspector O�gUFEDIk�� . TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o . SOUTHOLD, NY Z ;4 ` 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#: 36435 Date: 5/31/2011 Permission is hereby granted to: ROBERT & JOANN HEGERMILLER 73 CHESTNUT AVENUE FLORAL PARK ,N.Y 11001 To: NEW 2 BEDROOM ONE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED REPLACES EXPIRED BUILDING PERMIT # 34473 At premises located at: 825 GREEN HILL LA GREENPORT,N.Y. 11944 SCTM # 473889 Sec/Block/Lot# 33.-2-44 Pursuant to application dated 5/31/2011 and approved by the Building Inspector. To expire on 11/30/2012. Fees: PERMIT RENEWAL $587.40 Total: $587.40 Buildind Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS 'PERMIT MUST BE KEPT .ON THE PREMISES. UNTIL FULL COMPLETION OF THE. WORK AUTHORIZED) PERMIT NO. 34473 Z Date .MARCH 3,. 2009 Permission is hereby granted to: ROBERT HEGERMILLER 73 CHESTNUT AVE . FLORAL PARK;NY 11001 for: . NEW. 2 BEDROOM ONE FAMILY .DWELLING. WITH..`ATTACHED GARAGE AS APPLIED FOR..'. THIS. PERMIT REPLACES 29615 . at premises located at. 825 GREEN HILL LA GREENPORT County Tax Map No. . 473889 Section 033 Block` 0002' Lot No. 044 pursuant to application dated MARCH 3 , 2009 and' approved by the Building Inspector to expire on SEPTEMBER 3, 2010 . Fee Authorized Signature_ COPY Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold,. N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 3 58 Z Date OCTOBER 26, 2005 Permission is hereby granted to: ROBERT HEGERMILLER 73 CHESTNUT AVE FLORAL PARK,NY 11001 for NEW 2 BEDROOM SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS . APPLIED FOR. THIS PERMIT REPLACES 29615 . at premises located at 825 GREEN HILL LA GREENPORT County Tax Map No. 473889 Section 033 Block 0002 Lot No. 044 pursuant to application dated OCTOBER 26, 2005 and approved by the Building Inspector to expire on APRIL 26, 2007 . Fee $ 578 .40 Auth rized Signature i COPY Rev. . 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 4 .v.,-�j 3)syy PERMIT NO. 29615 Z �lJl / Date AUGUST 1, 2003 Permission is hereby granted to: JOHN TSIGONIAS 181 MONROE ST FRANKLIN SQUARE,NY 11010 for NEW 2 BEDROOM SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR at premises located at 825 GREEN HILL LA GREENPORT County Tax Map No. 473889 Section 033 Block 0002 Lot No. 044 pursuant to application dated MARCH 31, 2003 and approved by the Building Inspector to expire on FEBRUARY 1, 2005 . Fee $ 578 . 40 A o ' zed Si ure COPY Rev. 5/8/02 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: I. 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 I% 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,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, - Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 J Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �f r( Z114 ne, 6;?�a9 a,r-7'_- House No. Street // H64let Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 3'0 a''� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Sig t ire *pF SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rtRtown.southo Id.ny.us Southold,NY 11971-0959 olyCOU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jo Ann Hegermiller Address: 825 Green Hill Ln City: Greenport St: NY Zip: 11944 Building Permit#: 38276 Section: 33 Block: 2 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: 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 X Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 51 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 11 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 34 CO Detectors 2 Sub Panel 1 A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances N63 Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS 11 Other Equipment: 200a overhead service, 2-ovens (50a), 3-exhaust fans Notes: Inspector Signature: Date: Nov 4 2013 81-Cert Electrical Compliance Form.xls C�Gy o co a Town Hall,53095 Main Road p Fax(631)765-9502 . P.O. Box 1179 ?'�®• a� Telephone(631)76571802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Ale Owner: �p h R,- L (please print) Plumber: :� —6lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VKX L..LOPER Notiq Public,State of New York No.011,06010081 Commrss o EE*,rW in Suffolk nity4j I q lumbers e) Sworn to before me this day of C)tJ 20 /3 L Notary Public, V"ol�L County DEC - 5 2013 B1DG. DBpj �TOv;,;V�;OUTHOLD BOIL NG DEPT. PECTION [ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I I FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY RE RKS: Ao DATE INSPECTOR J3 ass.,sot BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 EY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ��� INSPE T 16: 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA KS: vzt4 DATE 11 4 INSPECTO q So(/T�, courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI-ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F - NDATION 2ND- [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1,411 r� V l 1 DATE /0 INSPECTOR �O��pF SOUlyO�o courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE �` ® INSPECTOR �, OF SO(/T�olo , Z- comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ F MIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION R MARKS: 67 ol DATE INSPECTOR Ll Ln '- 'OF SOOT # yOl# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUND TION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE '� Lod" INSPECTOR rjF SO(/r�,o! _ G � TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTp ON. [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E/LEECTRICAL'(FINAL) REMARKS: lee- DATE �3 �� INSPECTOR OF SOpT�,ol o �o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION* [ ] FOUNDATION 1ST [ OUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ �FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR � . OP SO!/jyo� o�ycoum®ri TOWN OF SOUTHOLD BUILDING DEPT. 765-1802- NSPECTI ON [ ] FOUNDATION 1 ST [ ] 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: 7� 1 1 _ DATE ��� INSPECTOR ° ��OE SOUT,�o 2,7 G MOM TOWN OF S DING DEPT. 765.1 E102 1 N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK "J)9_ c c-tJ 2::z DATE INSPECTOR i OP SO(/TyOlo /I �y�OUNiV 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: DATE lv i3 INSPECTOR `�'` tl— Of SOUI�olo V �y00UHi`I N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN A [ ] FRAMING /STRAPPING [f FINA [ ] FIREPLACE & CHIMNEY , [ ] FIRE SAF INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] EL"ECTRICAL (FINAL) ) REMARKS: Ab 6� J. DATE �� / INSPECTOR w , � . , Ll�, . -1-1, 1, � ,, " .-� - - - - , , . .� ., - , .- . � R a� � � �-, ITECN �::L'4GIE.S1s.- _'-.��.-1'1'�,I,:,.,I�-',,-,�..�-6.J,'..-I,II--I.,1—.1."�.�..�-'�I,II�,1',,-,.­,,,�.�,O,..I...I�I-,I.��.."�,,.,I�,,,,,,,''I-,,,,,.,I.,-'_,-',,,..I..,",,-.,�.,A��.II�.;,.,- ,.1 I,.I�,.I-.,—;,r I.-I�..��.,� A tCII1TEC M PLANNING. CONSTRUCTION SERVICES i J 13405 Man Road,Mattituck,New York 11952 �- ,' 3` 1. 631'.298.1129 �fax:631.298r1128 - =t - May:13, 2004 , Southold Town Building,Department Southold N ,Y . x , Re:. . .Robert t'Hegermiller Inlet Pond: ,d Greenport,'N Y. S:C:T M# 100Q-33.2744 . - To Whom.It May, Concern ,, " , " . , ,. I. . " I. , . .,, , • We certi. I that the fouridatloi.of the'residence n;guestiorl:has been dazrip proofed _ , ' iri accordance to the New York State,building construction code :Enclosed please.find - - _ .. . -the Insulation:Certif cafe from:'Delf rio Insulation., `,- " - ' If.you[ have any`additional,.questiong p'ledsi&el free to call our office at 63;1`-9,9-1.129 - , ' aaygSVbb4�Y�j jppp_vu6 �S` ��e b8�O,��� ,` ® � I A r � �- y " .J5� J n �� i i6- "� � ��8aae?aPll ..,.:,:,''�...-,,,.r.�-.,I.',,�0 1..1;��:-,�_�61,.I",�.,,:,,-��.--.,�,,'.--,,,,�,�..'..1-",I";1t.I-.I"I,:i,.,�.;...�:,%,.;-,'.�:"i.I�1�::.';;-,I".-"I,.,."�I:,.:'_1k-,1 l­__,,I­11.'.--�IF­�,1,.',,:-I,,,����1..'-.�.-�I".,-.,:. . • . - _ cF \ _ - (, \, . a `� MP. \ r n >> \, :ti a, , % ` .I � s, � .:I, \,____,�,-: ,: II ,� - _ - - .r . , �. .. - .r - , 4 q13 ITECNOLOGIES ARCHnT L-rURE PLANNING CONSTRUCTION SERVICES 13405 Mam Road,Manduck,Now Ycmk 11952 631.298.1129 fax:631.298.1128 JAN 2 5 L i 1 1-1 L O' D January 23, 2006 Southold Town Building Dept. P.O. Box 1179 Southold, N.Y. 11971 Re: Robert Hegermiller 73 Chestnut Avenue Floral Park, N.Y. 11001 Location: 825 Greenhill Lane, Greenport Dear Mr. Gary Fish: In response to your letter dated December 7, 2005 we have inspected the framing work completed to date. The following items were noted: 1. The winterized sunroom ceiling construction is framed out for a cathedral ceiling. Mr. Hegermiller will add 2" x 10" ceiling joists at 16" on center 14' from floor to create a tray ceiling effect in the space. If you have any additional questions please feel free to call our office at 631-298-1129. EDA NO ince urs, A i • • 1 ! �I r` ..ate -ems fLal//i / • ® I' 4 OF INII ! STATE ENERGy CODE INSULA'nON PER r� i Pill r •! �� .ate � r�� -������s�� !fir Moll I - • I =RMElm Ilpipil MI lip 4 / \ I � 1 IPA i •17 . I � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 1��� Board of Health SOUTHOLD,NY 11971. o�_ 3 sets of Building Plans_ TEL: (631) 765-1802 \ �� Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO Check'' Septic Form sf t N.Y.S.D.E.C. Examined Trustees 20 '' Contact: Approved 20 `l. Mail to: Disapproved a/c Phone: Expiration 20_L -_.._. Buildin Spector t � t JUN 12 2003 ��... MAR i APPLICATION FOR BUILDING PERMIT Date T 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. AAQ/L1 i-06ZjxX D ry2ra(c��'SL� V (Signature of applicant or name,if a corporation) 1 ?)�U S PAg10 P-D, (LJVI 7 IT0e6 (Mailing address of applicant) State whether applicant is owner, lessee, agent; architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises P-0 og5 217 --3pA-p Np, 4- 6& p� . (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer A-RCH I S (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be d( e: -77 Xc-V; — POrt-)Z:> House Number Street Hamlet County Tax Map No. 1000 Section 3 � Block 0<_> Lot I Subdivision _Filed Mar)No. ��Lot 1 I� I (Name) M. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5/ju&i,G �iL FN .�G� S�OJZz/ ��/LI�JItJ� I�RRI� �i? cJ� b. Intended use and occupancy J 3. Nature of work(check which applicable): New Building Addition Alteration _ " Repair Removal. Demolition Other Work (Description) y of 4. Estimated Cost 0�2�,OoO&PO" Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars J 6. If business, commercial or mixed occupancy, speczfy nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front — Rear Height — Number of Stories: — Dimensions of same structure with alterations or additions: Front _ ;�,a� Rear _ Depth — Height — Number of Stories — i I . 8. Dimensions of entire new construction: Front hn Rear yd Depth JO Height �/ ' Number of Stories 9. Size of lot: Front 1"70' Rear 150 Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12- 40 UD0-60A9�o�auin�� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_ NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premisesPok�,•I g66w -/l gvq Address'�3 '�a�s�NuT6�u�_Phone No. Name of Architect i::7gu-oL. AmrdF__0 Address i3UoS R e&mL�Phone No 6,61- 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. STATE OF NEW YORK) SS: COUNTY OFBu�jPoz, . ) ► G��ESP�G� i�LcO �J�/,� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of tQ,4 20 otary Public Signature of Applicant LYNDA M. BOHN NOTARY PUBLIC, State of New York j No.01 B06020932 Oualified in Suffolk County Term Expires March 8,2 , FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 9, 2004 TO: Robert Hagermiller 825 Green Hill Lane Greenport,NY 11944 Please take notice that your application dated February 9, 2003 For foundation location approval for a single family dwelling, already under construction at Location of property 825 Green Hill Lane, GreeWort County Tax Map No. 1000 - Section 33 Block 2 Lot 44 Is returned herewith and disapproved on the following grounds: The applicant currently has an open permit(29615-Z)to construct a single family dwelling on a non- conforming 19,515 square foot parcel, in the Residential R-40 District. The permit was written based on a proposed 35 foot setback from Inlet Pond Road. However, when a location of the foundation was presented to the Southold Town Building Department, it notes that the foundation is 34.3 feet from Inlet Pond Road. i Therefore, the proposed addition is not permitted pursuant to Article XXVI, Section 100-244, which states that non-conforming lots, measuring less than 20,000 square feet_in.total size, require a minimum front yard setback of 35 feet. ' Lot coverage is less than 20 percent. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. APPEALS BOARD MEMBERS p�0 COG Southold Town Hall Ruth D. Oliva, Chairwoman; _� y� 53095 Main Road Gerard P. Goehringer .: ....y y P.O. Box 1179 Lydia A. Tortora $ • Southold,NY 11971-0959 Vincent Orlando T apt Tel. (631) 765-1809 James Dinizio,Jr. Fax(631) 765-9064 http://southoIdtown.northfork.net BOARD OF APPEALS TOWN OF SUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 3, 2004 . ... .......... ZBA#5525 - ROBERT AND JOANN HEGERMILLER Property Location: 825 Green Hill Lane, Greenport; CTM 33-2-44 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the-States-List-of Actions-without-an-adverse-effect-on-the-environment ifi:the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 19,5b0 sq. ft. parcel has 130 ft. frontage along the south side of Inlet Pond Road and 150 ft. frontage along the west side of Green Hill Lane, Greenport. The property is referred to as Lot 127 on the Map of Eastern Shores, Section 3, and is improved with new construction for a dwelling as shown on the foundation survey dated 1/13/04 prepared by John C. Ehlers, L.S. BASIS OF APPLICATION: Building Department's February 9, 2004, Notice of Disapproval, citing Code Section 100-244 in its denial of a building permit amendment concerning the location of a new dwelling foundation at 34.3 feet instead of the code requirement of 35 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 20, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct their new dwelling at 9 inches closer to the front lot line along Inlet Pond Road, resulting in a 34.3 ft. setback at its closest point. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections', the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The 9" reduction is unnoticeable. 2. The difficulty was self-created. The applicant admitted that he made a mistake when placing the foundation on the property. P Paa�2—June 3,2004 ZBA No.5525—Robert Hegermlller CTM 1000-33-2-44 _ 3. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the foundation has already been installed and the cost of moving it seven inches is prohibitive. 4. The variance granted herein is not substantial. 5. No evidence was submitted during the hearing or in the written record to indicate that the grant of the variance will have an adverse effect or impact on physical or environmental conditions in the -rreighb..ortrood:or djstrict._ _ _ ... . . . 6. Grant of the relief requested is the minimum necessary and adequate the enable the applicant to enjoy the benefit of addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dinizio, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the plan May 16, 2002 survey, updated January 13, 2004 by John C. Ehlers, L.S. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted Ruth D. Oliva, Chairwoman 6/17/04 Approved for Filing QF SDUryOI O Town Hall Annex Telephone(631)765-1802 54375 Main Road ax(631)765-995Q2 P.O.Box 1179 G roper.richertCatown.soutno d.ny.us Southold,NY 11971-0959 'Q • �O BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 29 47,1, Name: License No.: enaiti Address•,.` 7 /7 �( o c)/ Phone No.: JOBSITE INFORMATION: (*Indicates required information): *Name: *Address: -�'�S' i � ree n���;/J /l *Cross Street:Id *Phone No.: __57 6-7Aq--S 7a 7 Permit No.: �;2�(0 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (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 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION � as (3 82-Request for Inspection Form 'j o� do z TOWN OF SOUTHOLD PROP5RTY RMORD CARD OWNER STREET. VILLAGE DIST. SUB. LOT -7 e, A e-,�^ FORMER OWNER I� n 7-51)00 I'a-5 N E v ACR. -1 — b/ S TYPE OF BUILDING tL RES. SEAS. VL.i. FARM COMM. CB. mics. Mkt. Value —77 7�- LANP IMP. TOTAL DATE REMARKS,_?/,g 71 —7 I r/ --n r6 ,ff ,d 'd e) &v, r r6 -,'-A Ltr D. 7-a TS AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowl-and I DEPTH House Plot i BULKHEAD Total DOCK SUFFOLK COUNTY WATER AUTHORITY 624 Old Riverhead Road,Westhampton Beach, New York 11978-7407 (631)288-1034 November 20, 2002 Fax(631)288-7937 Architecnologies 13405 Main Rd Mattituck,NY 11952 Re: SCTM# 1000-33-2-44 Dear Ms. Drozdowska: Pursuant to your request, the Suffolk County Water Authority has approved your application for public water to the above referenced tax map parcel. Connection to our distribution system will be done in conjunction with the rules and regulations of the Authority and not before all fees have been paid. Please feel free to contact our New Service Department should you require any additional information. Sincerely John Dunn Assistant Manager Eastern Regional Office JD:ah :ITE.C�N.OLOGIES ARCHITECTURE :"PL'ANNING CONSTRUCTION.SERVICES 1346 Main'P64 MaUituck,,New York 41952 631.298.1129 ; hiL 631�98.1128 April 17,,2003. t. Southold.:Town,.Hall Building Department Southold; NY .1:1971 Re. Proposed New-Hegermiller;Residence Inlet Pond Road, Southold' NY',-1.1971 Tax Map # 1000—"33—2,- 44 Per requirements by New York State Residential Construction Code we certify that -, the:,design criter'ia.is,done,per Prescriptive Design."All ofahe load`calculations and 'structural plans"comply with all,of-New.York'State Construction_Code'based,on (AF&PA`for One Family Dwelling to the best.of our.knowledge. ':The .Use and Classification of the proposed residence is Single;Farnily residential dwelling (Ref:Table:R 3 Dwg. # A 0 on:plans dated March 28;`20.03) If you have any.'questions;please contact our'offide at 631-298=1'129. Thank you for your time and;''consideration Sincerely; `' ✓'� � a �0t. ,R� September 11, 2003 '` r y`1•+ `".? Mr. Damon Rallis Southold Building Department 53095 Main Road Southold, NY 11971 Dear Damon: I truly apologize that my plans for building my home in Southold in phases was never communicated to you. From the outset of the project I had always planned, for financial reasons, to build the garage portion first so that I would have an area from which to work while I build the remainder of the house. I do plan on doing a lot of the work myself. My plans are to continuously work on the project until the entire home is built. I would first like to finish the garage and then start working on the house. I believe I can have this all done within a year. Please note that my primary residence is Floral Park and do not plan on living in the garage. Please reconsider your position so that I may proceed with construction. Sincerely, Robert Hegermiller 73 Chestnut Avenue Floral Park, NY 11001 "Pr cu U-F Delfina Insulation III 119 Stobea Hinds Pats: Fast lI mptoa,NY 11937 631-329-7181 Fax:631-329-7159 Insulation Certificate WORK AREA nZM INSTALLED Foundation Wall to Grade Install Spray on Mulseal Damp Proofing Customer: Eastern Concrete Job Number: I03233 Job Address Green Hill La/FD-MOUGreenport Date Completed; De16ao Insulation 111 zz aaQ Wi P00A 13:19 631 329 7159 PAGE.02 ** TOTAL PAGE.02 ** February 6, 2004 Re: Survey of Lot# 127 Hi Damon, Per your request, enclosed please find an original copy of the survey for the above. Please call with any questions. Thanks, Rob W 212-762-5321 H 516-326-9430 i r ; _ rt� 9 2004 L—:9�V11 %, November 17, 2005 Mr. Gary Fish Building Inspector Southold Town Building Department PO Box 1179 Southold,NY 11971 Dear Mr. Fish: With reference to building permit#29615-Z, we would like to make the following amendments to the approved plan. Please note there aren't structural changes, we are planning to finish the-house in phases. We are doing this because the house will only be a summer residence for us for the next several years and therefore we wish to apply for a seasonal certificate of occupancy. #The 2nd floor will not be finished. #The garage and breezeway will not be finished. #The building will not be heated. The 1st floor will be insulated and the walls will be finished. The cathedral ceiling in the family room was the original plan. I had thought that it was originally drawn with a vaulted ceiling. Sorry for the confusion. The rough plumbing is complete. I was hoping you would be able to come back to perform a framing and plumbing inspection. I will call your office to schedule. rSinc Robert Hegermiller 73.Chestnut Avenue ,- Floral _ Park, NY 11001 OF SO(/Tyo! � o Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Telephone(631)765-1802 Southold,New York 11971-0959 olyCOM,� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 7, 2005 Robert Hegermiller 73 Chestnut Avenue Floral Park, NY 11001 RE: 825 Greenhill Lane, Greenport In response to your letter date November 17, 2005, please be advised that we need your architect or engineer to submit a letter covering the items you listed and he must stamp and sign the letter. If you have any questions, please contact Gary J. Fish and 631-765-1802. Sincerely, Southold Town Building Dept. Gary J. Fish 15te? Building Inspector G F/cb U.S. Postal ServiceTM eo- Lcn CERTIFIED MAILT. RECEIPT ED (DomestidVailonly; • • e- Provided), 9 ru NiMMMI rn Ln Ln FFIC0 °E Postage $ y 31 �. �0 L rn Certified Fee .3C) ,0 nP ostmark C3 Return(Endorsees Rea CO quired) ' ,�Fee +� � � e � O Restricted Delivery Fee rl (Endorsement Required) O r j� ''II Total Postage&Fees $ - 1•4 5 r ITI O Sent To o M1-1--- � ----------------------------------------- --------- ---------------------- Street,1pE No.; or PD Box No. ciy,-sieve:ziP+a--�Lo(��•- _ lC N � lDo J � PS Form 3800,June ,rSee Reverse:for instructions . . . SECTIONI fENDER: COMPLETE THIS it Complete items 1,2,and 3.Also complete A. ignature ❑Agent item 4 if Restricted Delivery is desired. X 0 Addressee to Print your name and address on the reverse so that we can return the card to you. g ceived y(Pri a Name) C. Date of Deliv ■ Attach this card to the back of the mailpiece, or on.1 front if space permits. D. Is delivery add r different from item 1? ❑Yes 1. Article Addressed to: If YES,enter de ery address below. ❑No day 1100 1 B. Service Type tO Certified Mail ❑Express Mail ❑Registered PC Return Receipt for Merchandise ❑Insured Mail ❑C.Q.D. i v�W) 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number �J�.Q3 1 i tD- !MD 3 (Transfer from seivlce'label), 1 l 102595-02-M-1540,j PS Form 3811,February 2004 Domestic Return.Receipt - JAIN 2 2 January 16, 2008 Mr. Gary Fish Building Inspector Southold Town Building Department PO Box 1179 Southold, NY 11971 Re: Permit 31558Z, 825 Green Hill Lane Dear Mr. Fish: r With reference to building permit number 31558Z, please see enclosed revised plans dated 1/8/08 (A-0, A-1, A-2, A-4, A-4.1) The breezeway and attached garage did not pass the framing inspection because the original plans showed living space on the first floor of the west side of the garage. For the original plans, the north/south wall in the center of the garage was intended to be a weight bearing wall. The revised plans are for a 2 car garage with a flush girder(4—2" X 10") supported by a 4" steel column. I was hoping you would be able to approve the framing inspection for the breezeway and garage. I will call your office to discuss. Sincerely, ill� Robert Hegermiller 73 Chestnut Avenue Floral Park,NY 11001 516-326-9430 OF SO!/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 AW P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 11, 2009 1.5t. NOTICE Mr.Robert Hegermiller 73 Chestnut Ave. Floral Park N.Y. 11001 RE: 825 Green Hill Lane,Greenport SCTM# 33.-2-44 Dear Mr. Hegermiller: Please be advised that your Building Permit # 31558 issued on October 26,2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's, please submit a fee of$ 578.40, so that we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT February 24, 2009 Please find enclosed a check in the amount of$578.40 for renewal of Building Permit#31558. The house is not completed and is not ready for an inspection for a Certificate of Occupancy. We can be reached at 516-326-9430 if any questions. Thank you. JoAnn and Robert Hegermiller Fat Mc°G� Southold Town Bduilding Department 54375 Main permit#: 34473 Southold,New York 11971 � Permit Date: 3/3/2009 v • (631)765-1802 Expiration Date: 9/3/2010 Parcel ID: 33.2-44 BUILDING PERMIT RENEWAL LETTER Dated: 5/2/2011 Applicant: ROBERT& JOANN HEGERMILLER Location: 825 GREEN HILL LA GREENPORT,N.Y. 11944 Work Description: TWO FAMILY DWELLING NEW 2 BEDROOM ONE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED . A FEE OF $587.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Owner: ROBERT& JOANN HEGERMILLER Address: 73 CHESTNUT AVENUE FLORAL PARK,N.Y 11001 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. t�?jJ THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ` �� .�S�y fF �IK Southold Town Building Department O CoG� P.O.Box 1179 Permit#: 36435 54375 Main Road z Permit Date: 5/31/2011 o • g Southold,New York 11971 olt (631)765-1802 Expiration Date: 11/30/2012 Parcel ID: 33.2-44 BUILDING PERMIT RENEWAL LETTER Dated: 7/31/2013 Applicant: ROBERT& JOANN HEGERMILLER Location: 825 GREEN HILL LANE Work Description: TWO FAMILY DWELLING NEW 2 BEDROOM ONE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED REPLACES EXPIRED BUILDING PERMIT#34473 A FEE OF $343.70 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ROBERT& JOANN HEGERMILLER Address: 73 CHESTNUT AVENUE FLORAL PARK,NY 11001-2417 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. /2 uu D EC - 5 2013 BLDG. DEPT. -74 A Z7, Zl) 47 la z1b dal A _ �-�s 73 s i ,_ Q AI CA- O O l/ Gt�" 1�j �" // SURVEY OF ,LOT # 1,2-T 'MAP OF SECTION FIVE EA5TERN SHORES" FILED DEC. 31, l a68 A5 # 5254 N SITUATE: (5REENPORT TOWN OF 5OUTHOLD 5UFFOLK COMM NY SURVEYED 05-16-2002 AMENDED 08-13-03, FOUNDATION LOGATION 0I-15-04 5UFFOLK GOUNTY TAX # 1000 - 33 - 2 - 44 GERTIFIED TO: Robert Hegermiller JoAnn Hegermiller AR5 Abstract Ltd. Lot ° 128 Inlet P and Road (asphalt roadway) N69002' 10"E 130m00' 0 I IW p. l LA l LA Q 35.2' 24' rn LA CD qq 5' F �12' 2, CD Ip I nJ Fence C>✓ O.VE OS'N - n Lot # 100 g w S69002' 10"W 130p00' Lot # qq "Mop of Eostern Shores Sept io.n 1P vuthorlied altered Ion o rtlltlon to a vey map bearing a licensed ]antlr, s veypr's s2. of a v lvla[lon of section 72Yo State Educe 2, o/the New York State Education Law.' -Only[poles Irom the arlg lnal o/this s vey arkatl with an prig Ina]of the]antl surveyor's stampetl seal shall be considered to be valld true NOTES: Gov NEW�O caplaa- s+ •Cercations indicated hereon signs ry that this p- ey was prepacti In or Land Su wltn one ls[1ng Code of Practice for Land Surveys tloptetl by the New York State Association of Professional • r,� '� Land Surveyors. Said certifications shall run only REBAR FOUND .�i to the perapn rpr wnpm tna survey 15 prepared. r—�� and on his penal! to[he title company, governmen- tal agency and lending institution llstetl hereon. and to [he ass1B^Ees of the lentl ing lnstltut Ion. Cer[lflca- O tlons are not trans Far eb le to add l bona] lnstitutians FI FE FOUND ,'"'' 't , HE06E C AREA = Iq,500 5F or 0.45 AGRES 5d2®(� �� JOHN C. EHLE S LAND SURVEYOR OR L ND 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPH I G SCALE I = 30 RIVERBEAD,N.Y. 11901 ® 369-8288 Fax 369-8287 REF#02-180 SURVEY OF .LOT # 1,2-7"HAP OF OF SECTION FIVE EASTERN SHORES" � � � (0 0�L LeS� FILED DEC. 51, 1468 AS # 5254 SITUATE: GREEWOW F TOM OF SOUTHOLD SUFFOLK GOU%Y, MY �►----�.� __.._ 9-(.0 = I ?.TFPOLIK coin rvr al (; ': i:AI.'�F I S F--W fV R V I C E 8 5URVEYE �b-2002 i PERMJT rkM „ , >O� l..�l.. t " tFrL.� rri 1CC, wrrr Tic,± ��,Y,,rTT�S SUFFOLK.#;��AI-TY T 4�C # " s`'!�"��S �t �� � � L . ; M��?� 1000 - 5-L J CD 44N DATE fr � �Z t: �-- ITS RER NOK I O f �`--� o t =W z APPROV—Zt) OLE GERTIFIED TO: N �`�'' M%-X--1AdsUt OF L ,BEDRt Loam Robert Hegermiller EXPIRrS T hT"EE;YEARS 117 ROM,DAM OF APPROVAL 3. JoAnn Hegermiller AR5 Abstract Ltd. Lot 128 Sand and " gravel DWELLING WITH FUBLIG WATER I. it ' 11' 111diet ],,D) sand onn,, d Road (a��halt roadway) el=2q e1=26 17, e1=28 0 LCO)t ° 1127 LA - i I —+ fl proposed driveway 1 (0 (0 Zl -i 24 Q W W01 S rrn O proposed water i n z �* I Q S service I � z rn= Q O Lu �S I 1 I Q I I I so' te,t U1 I S hole/ I CD I buildinqq envelope as per — pre_exiAing non- conforming Fence O.I'E O O.5'N el=26 ��w 1' 690029100E 13®.®®9 e1=2 el=2q 6 1_ot # 100 VACANT VAGANT Lot # qq �"� ���� "Map of Eoster'n Shores" Lot Sec.t ion Three (. O� N t O, 'Nn authorized alteration or aedition to a survey Cmap.daring a ]lcenaetl ]antleary for s seal is a ` V C violet ton of section.Yo s ba,.islon 2, of the New York State Etlucat ion Law.' O �.n m'Only copies from the orl,lnal of this survey 7 erked with a orlglnal of the land s rveyor's NOTES: stamped seal shall be considered to be valid true cop les' / ll 'Cert111,1%.s Intllcated here.n slBnlfy that this d vey was preparetl in accartlano.wl th the ex- Lane 1 lst log Cade of Practice For Surveys adopt, Q by the New Vork State Assoclet ion of Prof ess Iona] Land Surveyors. Sa 10 certlflcat ions shall run only REBAR FOUND /� to the pera.n for whom the a.r.ey ,a to. t• /"L antl on his an behalf t. the title c mpany. .r"rnmen- �A� O^Ofy -\V the agency and lentling lnstl[Insti Institution. hereon, antl _Y L L V to the assignees of toe lentling ladditutl.n. stitlflca- tions are not transferable to additional institutions O PIPE FOUND LAND Sv C==- HEDGE AREA = gt500 5F or 0.45 ACRES JO C. EHLERS LAND SURVEYOR RVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, 5GALE 1"= 50' RIVERHEAD,N.Y. 11901 r I 369-8288 Fax 369=8287 REF.—TIOER\PROS\99-300A 3<2oZ —-------—.__._..__.___.__.-----__.—..—_—_.....—....._._—_—_..___—_—.—__—_____—...__..—.._._.__._.___.—._____—._.._..---.__._—.___..—____--__.—_____.—____.—.._--_. __..__--.—.__...__.._._._—_-_.-___� ' SURVEY OF LOT # 12-7 "MAP OF SECTION FIVE EASTERN SHORES" . REF: Flo - oz - 022a _ FILED DEC. 51, W28 AS # 5234 wuw o SITUATE: GREENPORT v A Al ! TOWN OF SOUTHOLD j Ir rA o I to o SUFFOLK COUNTY, NY to U. ;a SURVEYED 03-I6-2002 ML ;;'s AMENDED 08-13-03, Ca vim' *---r FOUNDATION LOCATION 0I-13-04 - "� i FINAL A5 BUILT SURVEY 0I-I-7-2014 i O SUFFOLK COUNTY TAX # 1000 - 33 - 2 - 44 LLI CERTIFIED TO: Robert Hegermiller a _ JoAnn Hegermiller AR5 Abstract Ltd. ! LL. � a {'- (0 ! in �� U Cs I rl ch i 1 I i I ! i j ! I I I Inlet Pond Road (asphalt roadway) i N6900 '10"E 130m00' I � I ! I ! A z Ito GP 0 56 LA -------------- O 352 24' 2 5TORY N FRAMELA f�• 1N GARAGE - I6' 11 0 O o 1',— - -5-2'- - CD 18 5' 30' W �I 12, WATER 5ERMCE I # M8 $ oo i 00 ° O TO 2' m 2' ' 26' I V1 j - UNITS 1 LA Lott ° 127 � o c CD j I I I fence -- • O.I'E j # S69002' 10"W 130.00" o Lot 100 O o ! 1 c�l j ILLJ j Lot # as °O ' "Map of Eastern cr- `V Gc shores" So6tion 3 Lott # 126 Ef ------! N ! O� E� 'Unbe mixed licensed la or urveyson to a survey ��/ asp be o a licensed 1611d eurveyor'e Bee]fe e c ,r" violation of eaction w Yo. eua-dlvEduca 2, p/the New York Stela Education Lev. 1 j ®co � 'Only copies from ina prlginal pt taie eurvey ; I (-- ^ mplkad N1tn an ar191ne1 01 the leno eurveyor'9 stamped seal shall be considered to be valid true NOTES: �� { � cpPlea' n-n 1 •* 'Certlf lce[Sone indicated hereon signify that Nla 1 J 7C urvey was prepared 1n accordance with the ex- I feting toes of Practice ear Lend surveys adopted r1 by the New York State AeeeCletiDn Of prpfecaipne] t� !/ 1� �i O Land Surveyors. Said certifications shall run only • e$�® ® t to the person for Mom the eurvey fe prepared, REBAR FOUND ^ and on hie behalf to the title company, governmen- W ,r tal agency end Lending Institution listed nereon, and i h.rts�� rf) nn,t�tv n /' to tn...mf the]ending institution. CertlflCa- .+�� 4 �w tlons era not tranafarabIs to additional Institutions I 0 PIPE FOUND u F�LAN SJ HEDGE D�:;a JOHN C. EHLERS LAND SURVEYOR1 AREA = Iq,500 5F or 0.45 ACRES �� ,t 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 j GRAPHIG SGALE 1"= 30' �;M �,N.Y. 11901 369-8288 Fax 369-82,37 j REF#02-180 TITLE NO: 03-3704-52335.SS District: 1000 Section: 033.00 Block: 02.00 Lot: 044.000 Town of Southold Greenport, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership by Robert Hegermiller and Joann Hegermiller, his wife and his/her predecessors in title since prior to 07/01/83 except as follows: (see attached chains of title). The liability of the Company is limited to the $25,000.00 of Insurance to the Town of Southold. Dated: July 2, 2003 FIDE NATIONAL TIT INSURANCE COMPANY DIANA M. OLSEN Sworn to before me this 2nd day of July, 2003 (14, 4� Notary Public /VbTrDl y Pv 4L/Q Nu . so3ay4q, ? Q-1tmM. 8 x P• .$ TITLE NO. 03-3704-52335.SS STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Diana M. Olsen, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-033 . 00-02 .00-044 .000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 07/01/83. SUBJECT PREMISES: 1000-033.00-02.00-044.000 H.J.S. Land Development Corp. Liber: 6907 cp 412 To Dated: 03/25/71 Cornelius J. Van Maaren and Rec'd: 03/31/71 Helga 0. Van Maaren, his wife Cornelius J. Van Maaren and Liber: 7539 cp 47 Helga 0. Van Maaren, his wife Dated: 11/21/73 To Rec'd: 11/25/73 Dorothy Welch Dorothy Welch Liber: 8900 cp 91 To Dated: 10/14/80 John Tsigonias Rec'd: 10/21/80 John Tsigonias Liber: 12195 cp 548 To Dated: 06/19/02 Robert Hegermiller and Rec'd: 07/05/02 Joann Hegermiller, his wife LAST DEED OF RECORD FIDELITY NATIONA LE INSURANCE COMPANY DIANA M. OLSEN Sworn to before me this 2"d day of July, 2003 Notary Public .n N r) b A) t&) Y-0 KK 2 /\/07-1cAXy to u e ale( T� Nb . <T D 3 0-KOT c.)omn. iRkP PREMISES WEST: 1000-033.00-02.00-043.000 Dorothy G. Welch Liber: 8582 cp 572 To Dated: 02/02/79 Carl J. Nelson and Rec'd: 02/15/79 Ruth V. Nelson Carl J. Nelson and Liber: 11595 cp 197 Ruth V. Nelson Dated: 12/16/92 To Rec'd: 12/23/92 Mordi Yaron and Janet Yaron T. Glenn Hoffman, Esq. Liber: 12132 cp 675 Referee Dated: 07/20/01 To Rec'd: 07/30/01 Joseph F. Schoenstein LAST DEED OF RECORD PREMISES SOUTHWEST: 1000-033.00-02.00-042.000 Roger C. Musich and Francine J. Musich Liber: 7146 cp 356 To Dated: 04/12/72 Francine J. Musich Rec'd: 04/24/72 Francine J. Musich Liber: 9626 cp 102 To Dated: 08/15/84 Richard Musich and Rec'd: 08/22/84 Robert Musich, as joint tenants with right of survivorship Richard Musich and Liber: 9830 cp 575 Robert Musich, as joint tenants with Dated: 06/28/85 right of survivorship Rec'd: 07/15/85 To Richard Musich, Robert Musich and Roger Musich, as joint tenants with right of survivorship FIDE NATIONAL LE INSURANCE COMPANY �\ o DIANA M. OLSEN Sworn to before me this 2"d day of July, 2003 9m, Notary Public ANC MLL 3 N u7'f 2 y P v is u e, Nb . Tb3a-V68 CJo M m• c3 A-P• -;/Q-�A �O Richard Musich, Robert Musich and Liber: 12191 cp 779 Roger Musich, as joint tenants with Dated: 05/31/02 right of survivorship Rec'd: 06/14/02 To Richard Musich and Robert Musich, as joint tenants with right of survivorship LAST DEED OF RECORD PREMISES SOUTH: 1000-033.00-02.00-045.000 H.J.S. Land & Development Corp. Liber: 7126 cp 260 To Dated: 03/10/72 William G. Hempl, Jr. and Rec'd: 03/20/72 Edna A. Hempl, his wife William G. Hempl, Jr. and Liber: 11693 cp 135 Edna A. Hempl, his wife Dated: 08/17/94 To Rec'd: 09/08/94 William G. Hempl, Jr., as Co-Trustee and Edna A. Hampl, as Co-Trustee of The William G. Hempl, Jr. Family Trust dated 7/26/94 and Edna A. Hempl, as Co-Trustee and William G. Hempl, Jr, as Co-Trustee of The Edna A. Hempl Family Trust dated 7/26/94, as tenants in common William G. Hempl, Jr., as Co-Trustee Liber: 12073 cp 866 and Edna A. Hampl, as Co-Trustee of The Dated: 08/30/00 William G. Hempl, Jr. Family Trust dated 7/26/94 Rec'd: 09/27/00 and Edna A. Hempl, as Co-Trustee and William G. Hempl, Jr, as Co-Trustee of The Edna A. Hempl Family Trust dated 7/26/94, as tenants in common To North Fork Homes, Inc. FIDELITY NATIONAL LE INSURANCE COMPANY n.� DIANA M. OLSEN Sworn to before me this 2nd day of July, 2003 Notary Public ANI?) 14;LL 11l�Tfl� RVAU C, - OT+q't� We- /V a uJ CVO , v�D 3 19- 4 CArrl�• aAp. -a/pl b North Fork Homes, Inc. Liber: 12147 cp 198 To Dated: 10/02/01 John Knabbe and Rec'd: 10/15/01 Mary Knabbe LAST DEED OF RECORD PREMISES NORTH: INLET POND ROAD PREMISES EAST: HILL LANE FIDELITY NATIONAL TITLE INSURANCE COMPANY �hianv—� - DIANA M. OLSEN Sworn to before me this 2"d day of July, 2003 Q,",,Z sj4 Notary Public NO Cbm m. 5 Permit Number.`. REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename:D:\Check\REScheck\HEGERMILLER Residence.rck TITLE:ROBERT HEGERMILLER COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 04/17/03 DATE OF PLANS:03-28-03 PROJECT INFORMATION: .CONSTRUCTION OF PROPOSED NEW 2 STORY 2 BEDROOM DWELLING WITH AN ATTACHED SUNROOM. DETACHED ACCESSORY BUILDING. COMPANY INFORMATION: ARCHITECNOLOGIES 13405 MAIN RD.P.O.BOX 93 MATTITUCK,N.Y. 11952 *GROUND SNOW LOAD-45 PSF *EXPOSURE CATEGORY B * 120 MPH WIND SPEED *SEISMIC DESIGN CATEGORY-B *WEATHERING-SEVERE *FROST LINE DEPTH-LOAD BEARING VALUE OF SOIL 3,000 PSF 12:"FTNGS *TERMITE-MODERATE TO HEAVY *DECAY SLIGHTLY TO MODERATE *WINTER DESIGN TEMP.- ZONE 1113- 11 DEGREES *ICE SHIELD UNDERLAYMENT REQUIRED *FLOOD HAZARD-MAP#36103C166 G EFFECTIVE DATE:MAY 4TH 1998 NOTES: -R-3 SINGLE FAMILY RESIDENCE -HEIGHT-24'-0"FROM GRADE TO RIDGE -AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA)WOOD FRAME CONSTRUCTION. -FOUNDATION PLAN -FIRST FLOOR PLAN -ACCESSORY BLDG.FLOOR PLAN +FRAMING PLAN -SECOND FLOOR PLAN -BUILDING SECTION -HOUSE ELEVATIONS -GARAGE ELEVATIONS 1 -HOUSE WINDOW PANELS -ACCESSORY BLDG.WINDOW PANELS -HOUSE FRAMING PLAN -CONSTRUCTION DETAILS -PLUMBING RISER DIAGRAM -HOUSE ENERGY CALCULATIONS -NAILING SCHEDULE COMPLIANCE:Passes Maximum UA=641 Your Home UA=508 20.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1400 38.0 0.0 42 Ceiling 2:Flat Ceiling or Scissor Truss 1200 38.0 38.0 17 Wall 1:Solid Concrete or Masonry:Exterior Insulation 624 4.5 4.5 26 Window 1:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E 16 0.500 8 Window 2:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E 16 0.500 8 Window 3:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E 16 0.500 8 Window 4:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E 16 0.500 8 Window 5:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E 16 0.500 8 Window 6:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E 15 0.500 8 Window 7:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E 15 0.500 8 Window 8:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E 15 0.500 8 Window 9:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E 15 0.500 8 Window 10:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E 15 0.500 8 Window 11:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E 15 0.500 8 Window 12:REF.C.TW2632 WOOD FRAME:DOUBLE PANE LOW-E 9 0.500 5 Window 13:REF.C.TW2632 WOOD FRAME:DOUBLE PANE LOW-E 9 0.500 5 Window 14:REF.C.TW2632 WOOD FRAME:DOUBLE PANE LOW-E 9 0.500 5 Window 15:REF.C.TW2632 WOOD FRAME:DOUBLE PANE LOW-E 9 0.500 5 Window 16:REF.C.TW2632 WOOD FRAME:DOUBLE PANE LOW-E 9 0.500 5 Window 17:REF.D.DHT2810 WOOD FRAME:DOUBLE PANE LOW-E 3 0.500 2 Window 18:REF.D.DHT2810 WOOD FRAME:DOUBLE PANE LOW-E 3 0.500 2 Window 19:REF.D.DHT2810 WOOD FRAME:DOUBLE PANE LOW-E 3 0.500 2 Window 20:REF.E.C135 WOOD FRAME:DOUBLE PAENE LOW-E 7 0.500 4 Window 31:REF.H.TW2646 WOOD FRAME:DOUBLE PANE LOW-E 13 0.500 7 Window 21:REF.E.C135 WOOD FRAME:DOUBLE PANE LOW-E 7 0.500 4 Window 22:REF.E.C153 WOOD FRAME:DOUBLE PANE LOW-E 7 0.500 4 Window 23:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E 16 0.500 8 Window 24:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E 16 0.500 8 Window 25:REF.F.TW24310 WOOD FRAME:DOUBLE PANE LOW-E 10 0.500 5 Window 26:REF.F.TW24310 WOOD FRAM&DOUBLE PANE LOW-E 10 0.500 5 Window 27:FEF.F.TW24310 WOOD FRAME:DOUBLE PANE LOW-E 10 0.500 5 Window 28:REF.F.TW24310 WOOD FRAME:DOUBLE PAEN LOW-E 10 0.500 5 Window 29:REF.G.TW2432 WOOD FRAME:DOUBLE PANE LOW-E 9 0.500 5 Window 30:REF.H.TW2646 WOOD FRAME:DOUBLE PANE LOW-E 13 0.500 7 Wall 3: Wood Frame, 16"o.c. 2184 19.0 19.0 74 Basement Wall 1: Solid Concrete or Masonry 324 10.0 10.0 24 Wall height:4.0' Depth below grade:3.0' Insulation depth:3.0' Basement Wall 2: Solid Concrete or Masonry 1200 19.0 19.0 109 Wall height: 9.0' Depth below grade:7.0' Insulation depth:3.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1200 19.0 19.0 30 Boiler 1:Other(Except Gas-Fired Steam),80 AFUE Furnace 1:Forced Hot Air,78 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliajc® thii4pode. Builder/Designer _ 6 +, Date b • "®9®®®morrra19�1���®� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSo$ware Version 3.5 Release la DATE:04/17/03 TITLE:ROBERT HEGERMILLER Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity+R-38.0 continuous insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Solid Concrete or Masonry:Exterior Insulation, R-4.5 cavity+R-4.5 continuous insulation Comments: [ ] I 2. Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity+R-19.0 continuous insulation Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry,4.0'ht/3.0'bg/3.0'insul, R-10.0 cavity+R 10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] I 2. Basement Wall 2: Solid Concrete or Masonry,9.0'ht/7.0'bg/3.0'insul, R-19.0 cavity+R-19.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I Windows: [ ] I 1. Window 1:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] I 2. Window 2:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] I 3. Window 3:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 4. Window 4:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] I 5. Window 5:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 6. Window 6:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E,U-factor: 0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 7. Window 7:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 8. Window 8:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 9. Window 9:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 10. Window 10:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 11. Window 11:REF.B.TW2852 WOOD FRAME:DOUBLE PANE LOW-E,U-factor: 0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 12. Window 12:REF.C.TW2632 WOOD FRAME:DOUBLE PANE LOW-E,U-factor: 0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 13. Window 13:REF.C.TW2632 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 14. Window 14:REF.C.TW2632 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 15. Window 15:REF.C.TW2632 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 16. Window 16:REF.C.TW2632 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 17. Window 17:REF.D.DHT2810 WOOD FRAW:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 18. Window 18:REF.D.DHT2810 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 19. Window 19:REF.D.DHT2810 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 20. Window 20:REF.E.C135 WOOD FRAME:DOUBLE PAENE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Commen ts: [ ] 21. Window 31:REF.H.TW2646 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 22. Window 21:REF.E. C135 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 23. Window 22:REF.E.C153 WOOD FRAME:DOUBLE PANE LOW-E,U-factor: 0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 24. Window 23:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 25. Window 24:REF.A.TW210410 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 26. Window 25:REF.F.TW24310 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 27. Window 26:REF.F.TW24310 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 28. Window 27:FEF.F.TW24310 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 29. Window 28:REF.F.TW24310 WOOD FRAME:DOUBLE PAEN LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 30. Window 29:REF.G.TW2432 WOOD FRAME:DOUBLE PANE LOW-E,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 31. Window 30:REF.H.TW2646 WOOD FRAME:DOUBLE PANE LOW-E,U-factor: 0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity+R-19.0 continuous insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1:Other(Except Gas-Fired Steam),80 AFUE or higher Make and Model Number [ ] 2. Furnace 1:Forced Hot Air,78 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must . 1 be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the L levels in Table 2. . a Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) GENERAL NOTES : FOUNDATION NOTES : CONSTRUCTION LEGEND : NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SO. FOOT SUBJECT TO OF ANY AND ALL REVISIONS DUE TO FIELD W AND ORDINANCES. INSPECTION AND VERIFICATION. EXISTING PARTITION TOi REMAIN. CONDITIONS, CLIENT, AND OR GENERALcon CONTRACTOR WHICH DIFFER FROM THE � Z 2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL CONSTRUCT. DRAWINGS/SPECIFICATIONS. O 2. BEFORE COMMENCEMENT OF WVORK, THE CONTRACTORS SHALL FURNISH THE � NEW INTERIOR PARTITION-2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. OWNER AND ARCHITECT WITH CO)PIES OF ALL REQUIRED INSURANCE AND BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING. (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE v11 WORKER'S COMPENSATION CERTfIFICATES AND NAMES OF ALL SUBCONTRACTORS. STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL/CEILINGS & � BASEMENT WALLS. PROV. CEMENT WALL BD. FOR ALL TILE AREAS. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 3. ANCHOR BOLTS TO BE AT LEAST 1/2" IN DIAMETER AND 10" IN LENGTH WITH A Z CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS MAXIMUM SPACING OF 4-0 ON CENTER. \ O .-• FROM THE DIMENSIONS SHOWN. FOUNDATION LEGEND : U 4. ALL CONCRETE TO BE 1:2:3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED � o 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE OR SPECIFIED. '� DRAWINGS UNLESS OTHERWISE MOTED. Z 3 5. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE � z 00 ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID ---- NEW 8" POURED CONCRETE FOUNDATION WALL WITH 1'6" X 10" DEEP 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO ---- FOOTINGS, REFER TO DRAWING A.3 FOR HEIGHTS. \ PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, a rr, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE COURSES DOWN. SEE NOTE 3 ABOVE. 4" POURED CONCRETE SLAB WITH 6X6 10/1 O W.W.M. ON CLEAN p" CODES. nsNOTEo COMPACTED FILL. 6. PROVIDE 0.025"ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL w 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO PERIMETER SILLS. 9 THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED U N INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR cl PRESSURE TREATED. � ry 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS uO RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. ELECTRICAL LEGEND °¢ 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE \��� \\��\\ DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO �„\� STARTING ADDITIONAL WORK. ' �J �. 24 \� \ \. NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND ----------------------------------------------------- \\ .; 9. DOUBLE JOISTS ARE TO BE INSTfALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROWIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. REGULATIONS OF TEH N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO � • .• .•a p • , PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 1 " I \ REFER TO CONSTRUCT DRAWINGSFOR SIZE ------------------------------------------------- BE S. ' .\ Rl I .�..\ , NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE I I I I ��\\�.\\ 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. I I \\��;� NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE \' 11. THE CONTRACTOR SHALL PRO►VIDE SHOP DRAWINGS FOR ALL SPECIAL WORK ELECTRICAL CONTRACTOR. SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. I ICONC. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE NOTE: ALL SWITCHES AND RECEPTACLES TO BE LUTRON, DECORA IN COLOR PROV. 4" P I I O P. PROCEEDING. U.O.N. DOWNLIGHT TRIMS TO BE WHITE. I I SLAB W/6" X 6' ON I I CLEAN COMPACT FILL I 1 DUPLEX ELECTRICAL RECEPTACLE I I SLOPE I iie.,i FT. I I W i I I I I I I I ' U $SC DUPLEX SEPARATE CIRCUIT RECEPTACLE I 4" DIA. STRUCT. STEEL DEMOLITION NOTES . I 1 BURIEDINEAS I I 3 WALL SWITCH 3-WAY WALL SWITCH 1 •7,-6„ (l YPI L ALL AREAS) I I V-6" X T-6"X 12" D. 1 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO P. CONC. FTGS.(TYP) I i 2'-0" X 21- " X 12" D. i I COMPLETE THE DEMOLITION AND, REMOVAL OF ALL ITEMS AS INDICATED ON THE �JB CEILING MOUNTED JUNCTION BOX 1 I P. CONC. FTGS.(TYP) I I DEMOLITION PLAN (S). _ I I W 2. THE CONTRACTOR SHALL EXECUTE THE WORK WITHIN THE REGULATIONS OF ®sD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: ., I �°,•T I I I THE BUILDING OWNER FOR DEMC)LITION AND REMOVAL OF DEBRIS INCLUDING TO BE HARDWIRED TO CENTRAL LOCATION. �• I I .•, 1 24 Y TEMPORARY PROTECTION AS REQUIRED. EVERY PRECAUTION SHALL BE TAKEN AS ,I' ; Q TO NOT DISTURB EXISTING ELECTRICAL, MECHANICAL, AND PLUMBING. 1 I I I O 3. THE CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER DEMOLITION AND IF DISTURBED SHOULD BE RE-CIRCUITED. 11 1 I I' . '. v♦J NOTE: 7 -� I I I I Z W I I 8" P. O , FOUNDAT N I .t Lij DEMOLITION LEGEND : PROV. 2 VENITILATION OPENINGS -- ----- --- - I I CL W/ L SUN FTGS. 1 i s z COVERED WITfH A CORROISON _ (TYP. ALL FOUNDATION.) i '� ' I I 1 RESISTANT WIRE MESH, WITH I I I Irr ----- THE LEAST DIMENSION NOT I r -� 1 : ----- EXCEEDING 11/8"• I I I PROV. 4" P. CONC. 1 ! Q W EXISTING PARTITION TO BIE REMOVED I I I I EXISTING PARTITION TO REMAINI 1 I SLAB W/6"X& ON I I, _': I I I CLEAN COMPACT FILL I • ' 'P, dS O I� Ex EXISTING WINDOW TO REMAIN. SLOPE— .: va"AFT. I I I I • O Ex EXISTING DOOR TO REMAIIN. 1 I( I . 12' I 14' CRAWLSPACE I-----------------------------------`-------------� I• W ER EXISTING WINDOW TO BE REMOVED PROV. R=10 1NSUL. BD. UNDER AGAINSIT EXTERIOR FOUNDATION JB --------------------- _----------_---------------- I E8R EXISTING DOOR TO SE RE'MOVED 'WALL TO) 24" DEPTH. (TYP ALL) 1 •. I II I PROV. 2' W. X 10" L. O VENT----I ' I I i I HAUNCH SLAB z 1 I I I @ GARAGE DOOR W 4'-1 1 " OPENING �'� 0 31 1 I /' j •' i Z B MENT WINDOW BASEMENT WINDOW W 2'-4" W. X 2'-0" H. 2'-4" W. X 2'-0" H. I I ------ ---------------- ---- ------------------------ -------- ----- � ---- -------- L-, W ---------------------------J ------------------------------------ --------------------------------- --------- I I 0 r I I I I I PROVIDE POCKET IN I r------------------------, I PROVIDE POCKET INN 3-1/2"X 11-7/8" MICROLAM I I FOUND. WALL FOR i I I I FOUND. WALL FOR HDR. ACROSS OPG. IN I I I I I I BEAM TO SIT IN. I I I I BEAM TO SIT IN. FOUND. WALL. I I I I 1 1 I -- ------------------, BASEMENT WINDOW 1 ------ ,I rt---.—._—-------------_, I W I 2-4"W. X 2'-O" H. Tie 141-411 I I I I 4" P. G�ONC. SLAB ON 4" DIA. STRUCT. �TEEL I I I I I I CLEAN COWP. FILL COL. BURIED IN TG. I I I I I I I I I (TYPICAL ALL AREAS) I I I I I I 9' CEILING HT. I I (TYPICAL) I I I I I I I I 2'-0" X 2'-O" X 12" DI P. CONC. FTGS.(TYP) I I I I 9' COILING HT. I I •• I (TYPICAL)) I PROVIDE POCKET IN 1 I PROV. 4" P. CONC. I I / I I I SLAB W/6"X 6' ON 1 1 16' W12 X 40 FLUISH STR. I FOUND. WALL FOR I I CLEAN COMPACT FILL I I I I Z-'—STL.//BEAM I BEAM TO SIT IN. I I I I / 25'-1 1 1 1 4" P. CONC. SLAB ON I I I L--- ' - =_j CLEAN COMP, FILL I I II 9' CEILING HT. I I 1 I I (TY�I CAL) I I I I 4f 1 w I I 1 I \PROV, 5/6" F.C. GYP. BD. I I J LI OR FURNACE EQUIP. I IING TfHIS AREA I I I I I I � > I I I 4" P. CONC. SLAB ON I a ' 0> 1 I F---- ---- ------- -- 1-w 2" X 6" CCA SILL PLATE I I P'ROV. 8" DNA, FLUE FOR CLEAN COMP. FILL I I I p>ANCHOR BOLTS 4'-0" O.C. j FLUE i I NEW BOILER. I I D l�u ABOVE. (TYP. ALL AREAS.) 1 I 1 ^ I I I I JBJB 1 1 �' 2"X 6" CCA SILL PLATE I I I I 60 GAL. ""SUPERSTORE" I I ANCHOR BOLTS 4'-0" O.C. U)co 0 I I I I HOT WATT ER STOR. TANK. II I I ABOVE. (TYP. ALL AREAS.) F- I- 7 Ow 8" P. CONC. FOUNDATION I I I I / 1 t p W W WALL W/ 1'6"X 1 O" D. FTGS. I I r / L__ rJ I �..;.y..(TY .'�.� J J dS P. ALL FOUNDATION. I I I I �� I 1 � 8 P. CONC. FOUNDATION �s�;`��� 1'�•�b,,,�' I PROV. 2 BONE HYDRONIC FAN COIL \ p w I w UNIT HEATING SYSTEM W/BOILER. I i P. ALL FOUNDATION. �, ow ow Ill p I I .'` I I � �------------- / i 1'6' 10 r s�...T, F- Z I � (SIZE BOILER AS REQUIRED. PROV. � Y 1 I m 60 GAL. ":SUPERSTOR" HOT WATER I I �' p p �� II wm wm �0 ________________________ I ����:,� `1 ' 4 Br p� p� J -- 1 I 1 �0 cn0-------------------------------------- ] 1 �_61, I L------------------------------------------ --J IW� �a z u L�. m- I _. �� � �r r 13 �� o --------------------------------------------------------------- `/ w D N O O `T_. r^ O T T AOII V—, T T f �} SCALE: FOUNDATION PLAN 1'411-1' OFFICE SET DWG. NAME: 1 .8.08 FOUNDATION PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO,: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT, ANY REPRODUCTION IN PART A-0 OR WHOLE IS STRICTLY PROHIBITED BY LAW. GENERAL NOTES : FLOORING LEGEND : PLUMBING LEGEND : WINDOW LEGEND : NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LB. FELT., NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE OF ANY AND ALL REVISIONS DUE TO FIELD AND ORDINANCES. (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. ®P ONOVIDE ALL NECESSARY CONSTRUCTION PLANS). FOLLOW AUMBING OUGHING AND LL NECESSARYVENTING N.Y.0 ANDSN.Y.S INDICATED UNLESS OTHERWISE NOTED. CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. BUILDING CODES THAT APPLY•TO WORK BEING COMPLETED. PROV. ALL NOTE: ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE. CONSTRUCT. DRAWINGS/SPECIFICATIONS. O 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE SUB FOR TILE AREAS TO BE SCREWED AND GLUED. NECESSARY DRAIN VALVES. ALLOW FOR EXTENSION JAMBS FOR AN 8" CONC. BLOCK WALL. �j OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND 'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. WORKER ®F PROV. FLOOR DRAIN AND 10. COAL. SUMP. Vim. EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/2 COATS SATIN AOTW 210410 O N 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND REF. POLY. (-fYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) ® B TW 2852 Z CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS HB PROVIDE FROST FREE HOSE BIIBS. C FROM THE DIMENSIONS SHOWN. CERAMIC TILE - "AMERICAN CLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED ©TW 2632 U 1.184 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE ®S SHOWER HEAD C7 � N DRAWINGS UNLESS OTHERWISE NOTED. WATERPROOF ADDITIVE MIXED IN. OD DHT 2810 -ABOVE WINDOW 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND EO C 235 Z O0 °` PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, FOTW26310 COLLAPSE DISTORTION AND MISALIGNMENT ACCORDING TO ALL APPLICABLE \ a r. CODES. ELECTRICAL LEGEND : ®TW2846-2 w uw 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND U I L w E m °v INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. S TICIN 0 °° 7. THE CONTRACTOR SHALL AT ALIL TIMES KEEP THE PREMISES CLEAN AND IS F__� = rn RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE 24' ` � ry NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ELECTRICAL CONTRACTOR. Q a � \ \\0 EQ. -EQ. \ �\" a \ \DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO NOTE: ALL SWITCHES AND RECEPTACLES TO BE LUTRON, DECORA IN COLOR No g STARTING ADDITIONAL WORK. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. `�� — — — — — — — — — \\\ �\\: F — — — — — — — — — — — \\���\ \�\ 9. DOUBLE JOISTS ARE TO BE INSTALLED ALL WALL PARTITIONS RUNNING NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS ,\m \\\\ PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. LOCATED IN ELECTRIC PANEL REFER TO CONSTRUCT DRAWINGS FOR SIZES. / ' / / \ m\ PELECTRICAL RECEPTACLE / \\\\\\\\DUPLEX \,\ \ LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. ,{{�� ` �� 10. ALL FRAMING LU �IVGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT FUTURE STAIR ACCESS /' ��� UP �\ 1 I \\ I RECEPTACLE TO STORAGE ABOVE. `aR. // J --- �i \\ H SC DUPLEX SEPARATE CIRCUIT RECE TAC ,� 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK I \ \ \ SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEELWORK. - III / >Q W ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE $ WALL SWITCH $3 3-WAY WALL SWITCH $4 4-WAY WALL SWITCH \\ ' m PROCEEDING. 'r'JB CEILING MOUNTED JUNCTION BOX 0JB WALL MOUNTED JUNCTION BOX \I �� Q RECESSED DOWNLIGHT (100w) "LIGHTOLIER" OR APPROVED EQUAL IB U U JB '$E EXTERIOR MOUNTED DOWNLIGHT (100W) ! III r-0 U) 17 N S U LAT I O ICI NOTES : WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED x cr0 J ZJB INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) III cv @)u EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST III BY'CERTANTIEED' OR APPROVAL EQUAL. "EF FAN "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. 2 - 2" X 10" FLUSH GIRDER ABOVE III NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. -(4F EXT. MOUNTED LIGHT WITH FAN — — — — — ', �_ - 777 Li NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. ®sD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE _ _ _ _ ' _ _ _ IL_ — _ _ _ I I _ _ _ _ CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES - — IT'®=1 — — = 24' INSTALLED AS PER N.Y.S. BUILDING CODE. HARD WIRED TO CENTRAL CONTROL BOX I J J I 1 NEW BASEMENT: R-10 RIGID FOAMI 2'0" BELOW GRADE AROUND ENTIRE aT NEW TELEPHONE RECEPTACLE I ma coa 'i �:3 - 2"X 10" FLUSH GIRDER ABOVE /// �/ BASEMENT PERIMITER. � ��' d° CABLE TV RECEPTACLE �� a: / \ BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES I 3 VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) INSTALLED AS PER N.Y.S. BUILDING CODE. >v 3.� I x xio / /l' \�� �i'' >Q W \�\ ! z w 91 rr I 'N\ I ui JB U 1--,JB3 oCONSTRUCTION LEGEND . oi4 I I o a x b:) Q W ® EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH I N�� I 06 DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. rr z EXISTING INTERIOR PARTITIOIN TO REMAIN. PROV. 1 LAYER 1/2" GYP. BD. 00 ' ' I BOTH SIDES OF EXISTING WOOD STUDS. CLR. PINE 4" COLONIAL BASE TRIM. MR 0/0 OR NEW EXTERIOR PARTITION- 2" X 4" WOOD STUD WALL W/ 1/2" CDX PLYWD. tj B L/zly/a/M A W1;m71a71"1fl I .j EXTERIOR SHEATHING (TYVE:K WRAPPED &TAPED), 6" EXPOSURE PERF. WD. / F _ _ _ _ _ _ F _ _ _ _ _ _ F _ O SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED/TAPED) DINING 00 M KITCHEN / I � - -12 z � CLR. PINE 4" COLONIAL BASE.TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). 14'-0"X 1 '-7" 12'-3"X 14'-7" j UP w NEW INTERIOR PARTITION- 2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. 3' (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE W z RESIST GYP. BD. (GREEN BD.)) FOR ALL BATHROOM WALL AND CEILINGS. ' I PROV. CEMENT WALL BD. FOfR ALL TILE AREAS. — — — - — — — — — — ' B DING B — - - - B — E E —� j w INTERIOR PAINT-TO BE BENAMIN MOORE U.O.N. ONE COAT PRIMER AND TWO COATS FINISH (COLORS,T.B.D. BY OWNER) SATIN FIN. THROUGHOUT -Ii-5II _ _ _ _ _ B — — _ . _I 26 OsC O GF I I T / SEC tt�N JJ U.O.N. ALL TRIM SEMI-GLOSS. � \ ° B \\ t' LAUNDRY ROOM Lu 1 10'-2"X 12'-3" SCREENED IN PO CH - 13-0 X 26-0 - 1 _ II I $ SC W DOORSCHEDULE1 JBI,--- F 13 B / I , Z 1ST. FLOOR ("MDF" BY MASONITE OR APPROVED EQUAL BY CLIENT) ��' I 10JB i - a i \ DOOR --- DOOR ID WIDTH HEIGHT PANELS OPERATION HINGE DOOR MATERIAL REFERENCE j 11 ,' I �JB O DBL. 1'-10" 6'-8" MDF 2-FLAT SWING L & R. CLOSET 2 DBL. 1'-10' 6'-8" MDF 2-FLAT SWING L & R. CLOSET 3O 2'-4" 6'-8" MDF 2-FLAT SWING R.H. BATHROOM °/_ r I I 11 r, O 2'-4" 6-8" MDF 2-FLAT SWING R.H. BATHROOM 5� 2'-6" 6-8" MDF 2-FLAT LAUNDRY RM. /� 3 I JB F O 2'-4" 6'-81, MDF 2-FLAT 26' - - - -III - - - - - - - - - - - - - - - - L.H. CLOSET � � ,,, '' !�-- --- �� �I O7 2'-6" 61-8" MDF 2-FLAT SWING L.H. BASEMENT // I T -------- O8 2'-6" 6'-8" MDF 1-FLAT R.H. BEDROOM /�I r I c I ------ 1 I L.H. LAUNDRY RM. $ - O 2'-6" 6'-8" MDF 1-FLAT I i I --- I ] I -- Ic- $ ' I o D 10 DBL. 3'-0" 6'-8" T.B.D. T.B.D. POCKET DINING RM. I 1 11 3'-0" 6'-8" T.B.D. T.B.D. SWING R.H. FRONT DR. W/ 1 ----- SIDE LITES. I / 1 �,';%i '"' '�".__\\ ,/ � uP ! 11 j 2 ®SD �% I � 12 2'-6" 6'-8" MDF 2-FLAT SWING R.H. EXTERIORLd / //' H I q 13 2'-6" 6'-8" MDF 2-FLAT SWING L.H. L.ROOM/FOYER I ' 1 I ' / — — — — — W/ I 6 I— D CC 14 F.P.S.C. 2'-6" 6'-8" MD2mFLAT SWING F 15 L.H. I1 III Ii I I I/ I ,� � F F- H O Lu W 2'-8" 6-8" 'T.B.D. T.B.D. SWING R.H. EXTERIOR I D 5 . 6 � w w � 16 2'-4" 6'-8" MDF 2-FLAT SWING L.H. CLOSET \\ 11 i „ ,;i ,- ; i /' I A E RESS n.,... <, Lu 17 9'-O" T-0" T.B.D. T.B.D. ,i ��� l �,r� ,aG'�;`, ..i J dSo- GARAGE \ 1 �� UP 1 15R. �� �i� �� �� !., T� QW QW 0 2ND. FLOOR 00 p p 18 2'-4" 6'-8" IMDF 2-FLAT SWING R.H. BATHROOM IIII ' " W B B B / 333 I �' 111,i, a, �O �O 19 Z-0" 6'-0" IMDF 2-FLAT SWING L.H. ATTIC — — — — — -- — — — 11 r J `'' _LL _LL m (INSULATED) 0 2'-0" 6'-O" IMDF 2-FLAT SWING R.H. ATTIC '//�i% i % %' / /,: /; /i/!%/%sz!%%i >' r /,. / // % "// \� D (INSULATED) %i%, r �; ? '''', '//,�'i' r;, ;-', (,� -'t_'"'':• -�^' � � f� I� ' _ — B B EGRESS B EGRESS , N � p 1 2'-6" 6-8" IMDF 2-FLAT SWING R.H. BEDROOM — -I 3' D D D D '.� Pia O _ �2 DBL. 2'-2" 6'-8" IMDF 2-FLAT GLIDING CLOSET 4' 6'_$" 9'_ " $' $" 7'-4" 3'-7 0" SCALE: 1 4"=1'O"3 2'-4" 6'-8" IMDF 2-FLAT SWING L.H. BATHROOM �4 2'-0" 6'-8" IMDF 2-FLAT SWING R.H. CLOSET LIVING ROOM 401 BEDR OM OFFICE SET DWG. NAME: � 14'-O"x 18'-4" 12'-0 x 1 '-3" 1 .8,08 FIRST FLOOR 5 2'-0" 6'-0" IMDF 2-FLAT SWING L.H. CLOSET�6 3'-0" 6'-8" PLAN T.B.D. T.B.D. F.WOOD L. & R. CLOSET FIRST FLOOR- 1 it�O S`sC n' �T� THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A- 1 OR WHOLE IS STRICTLY PROHIBITED BY LAW. GENERAL NOTES : FLOORING LEGEND : PLUMBING LEGEND : WINDOW LEGEND : NOTE: � uw CONTRACTOR TO NOTIFY THE ARCHITECT ` 5 1. ALL WORK SHALL COMPLY WITH (FEDERAL,_STATE, AND LOCAL BUILDING CODES HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LB. FELT., NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE OF ANY AND ALL REVISIONS DUE 'TO FIELD 1" AND ORDINANCES. (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. /SIP PROVIDE AL CONSTRUCTION PLANS).PLUMBING ROUGHING NECESSARY DN.Y.C.VENTINGAND INDICATED UNLESS OTHERWISE NOTED. CONDITIONS, CLIENT, AND OR GENERALON CONTRACTOR WHICH DIFFER FROM THE 2. SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL NOTE: ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE. CONSTRUCT. DRAWINGS/SPECIFICATIONS.O WNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND BEFORE COMMENCEMENT OF WOORK, THE CONTRACTORS SHALL FURNISH THE SUB FOR TILE AREAS TO BE SCREWED AND GLUED. NECESSARY DRAIN VALVES. ALLOW FOR EXTENSION JAMBS FOR AN 8" CONC. BLOCK WALL. \ O WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. 131 COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. U 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND � EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/2 COATS SATIN F PROV. FLOOR DRAIN AND 10. GAL. SUMP. AOTW 210410 O N CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS REF. POLY. (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) @HB PROVIDE FROST FREE HOSE BIBS. BOTW 2852 FROM THE DIMENSIONS SHOWN. U -"4CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED ©TW 2632 ^ \ o 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE @S SHOWER HEAD w DRAWINGS UNLESS OTHERWISE NOTED. WATERPROOF ADDITIVE MIXED IN. OD DHT 2810 -ABOVE WINDOW 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND EO C 235 Z � PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, FOTW26310 1.4 M COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE ELECTRICAL LEGEND . o W CODES. G TW2846-2 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO \ w THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND STORAGE U N INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 15'-0"x 17'-0" o 00 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS = c, RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE i n U N NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE 25 -1 �� \ o M ELECTRICAL CONTRACTOR. a `� 8. ANY"EXTRAS" FOR ALL OR LEGITIIMATE UNFORESEEN CONDITIONS SHALL BE 3'-5" 5'-7" ' " ' " �\�\ �\ �\ \ DOCUMENTED WITH THE COST OF,APPROVAL BY OWNER OR HIS AGENT PRIOR TO 2-5 -7 \ „ . \\ , NOTE: ALL SWITCHES AND RECEPTACLES TO BE LUTRON, DECORA IN COLOR � ��\ STARTING ADDITIONAL WORK. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. \�\ 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS G DE DOUBLE HEADER JOISTS AT AL OPENINGS. LOCATED IN ELECTRIC PANEL PARALLEL TO THE FRAMING. PROM OU JO S S L O GS ,, ,,,,•�,,,/��/� ;��.�//,;./.�/,.,//,/ ; ,� ��,/. \����\, \ REFER TO CONSTRUCT DRAWINGS FOR SIZES. / // \\ �\ DUPLEX ELECTRICAL RECEPTACLE /� 10. ALL FRAMING LUMBER TO BE DQUGLAS FIR #2 CONS.. GRADE OR BETTER. �� 'R \` �GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT j �,��v \\�\ j �\m \ .\\ 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 4)SC DUPLEX SEPARATE CIRCUIT RECEPTACLE \\ ���\��\\ / \\ � :.. SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. ��\\ WALL SWITCH $ 3-WAY WALL SWITCH 4-WAY WALL SWITCH ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE $ s $a W J J PROCEEDING. '�'JB CEILING MOUNTED JUNCTION BOX '`JB WALL MOUNTED JUNCTION BOX 0 Q > j m� ' ' I �" RECESSED DOWNLIGHT (100w) "LIGHTOLIER" OR APPROVED EQUAL �� m� INSULATION NOTES : E EXTERIOR MOUNTED DOWNLIGHT (100V1) JB U U WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED _ 0 - 0 U A INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) X x co 15'-10" EXISTING EXTERIOR WALLS: 2"X4"WOOD STUD. R-15 HIGH DENSITY INSULATION r (v� (� BY'CERTANTIEED' OR APPROVAL EQUAL. � NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST EF FAN "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION / t BY'CERTAINTEED' OR APPROVED EQUAL. �F EXT. MOUNTED LIGHT WITH FAN W NEW ROOF: R-30 KRAFT-FA, INSULATION BY'CERTAINTEED' OR APPROVED EQ. ® SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE _ _ _ _ _ _ _ _ _ _ CRAWL SPACE: R-19 KRAFT-FA. INSUULATION WITH PROPER WIRE TIES sD HARD WIRED TO CENTRAL CONTROL BOX — — — — -- - - - 24'-O" ® Y INSTALLED AS PER N.Y.S. BUILDING( CODE. d F F T NEW TELEPHONE RECEPTACLE 2" X 12" RIDGE BEAM ABOVE ABOVE O NEW BASEMENT: R-10 RIGID FOAM ,2'0" BELOW GRADE AROUND ENTIRE / BASEMENT PERIMITER. d C CABLE TV RECEPTACLE j }' BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES V J > VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) INSTALLED AS PER N.Y.S. BUILDING( CODE. DV / maw Z W o Lj z CONSTRUCTION LEGEND : 0 ATTIC Q W EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. 06 ® EXISTING INTERIOR PARTITION( TO REMAIN. PROV. 1 LAYER 1/2" GYP. BD. 00 BOTH SIDES OF EXISTING WOOD STUDS. CLR. PINE 4" COLONIAL BASE TRIM. I- W NEW EXTERIOR PARTITION- 2" X 4"WOOD STUD WALL W/ 1/2" CDX PLYWD. EXTERIOR SHEATHING (TYVEK:WRAPPED &TAPED), 6" EXPOSURE PERF. WD. O SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED/-TAPED) CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). BEDROOM W O NEW INTERIOR PARTITION- 2" X:4"WOOD STUD WALL WITH 1/2" GYP. BD. 13'-8"X 15'-0" 0 (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTUREZ RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. z PROV. CEMENT WALL BD. FOR ALL TILE AREAS. —_ _ _.____ W W INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT A A C A A U.O.N. ALL TRIM SEMI-GLOSS. ------- - ---- I I I I I I I i / W I i DOOR SCHEDULE 1ST. FLOOR ("MDF" BY MASONITE OR APPROVED EQUAL BY CLIENT) j I �-- — — — — — — -- ,.----- DOOR ID WIDTH HEIGHT DOOR PANELS OPERATION HINGE DOOR \ / \ JB MATERIAL REFERENCE � 1O DBL. 1'-10" 6'-8" MDF 2-FLAT SWING L& R. CLOSET O2 DBL. V-10' 6'-8" MDF 2-FLAT SWING L & R. CLOSET �3 2'-4" 6'-8" MDF 2-FLAT SWING R.H. BATHROOM �4 2'-4" 6'-8" MDF 2-FLAT SWING R.H. BATHROOM ®sD \ I / \\� 21 ��/ ®so �5 2'-6" 6'-8" KADF 2-FLAT LAUNDRY RM. % HARD WIRED I ' / �\ �� HARD WIRED — — — — I —__---- O6 2'-4" 6'-8" MDF 2-FLAT L.H. CLOSET _ �/ — — — — — — — — — — — -- — — — v' (�7 2'-6" 6'-8" IVADF 2-FLAT SWING L.H. BASEMENT T cIfI 7777 �8 2'-6" 6'-8" NADF 1-FLAT R.H. BEDROOM 23 - I O9 2'-6" U-8" NADF 1-FLAT L.H. LAUNDRY RM. 10 DBL. 3'-O" 6'-8" T'.B.D. T.B.D. POCKET DINING RM. D cn 11 3'-O" 6'-8" T.B.D. T.B.D. SWING R.H. FRONT DR. W/ // \ A - SIDE LITES. j / / / I // \ H 12 2'-6" 6'-8" KADF 2-FLAT SWING R.H. EXTERIOR 0 D1 13 2'-6" 6'-8" MDF 2-FLAT SWING L.H. L.ROOM/FOYER / I -'��/ i r % 1 JB ! wGj D� 14 F.P.S.C. 2'-6" 6'-8" MDF 2-FLAT SWING L.H. GARAGEEF j \ I I / �o 15 2'-8" 6'-8" T.B.D. T.B.D. SWING R.H. EXTERIOR P O I 2 G DOWN I j- W / _ 16 2'-4" 6'-8" MDF 2-FLAT SWING L.H. CLOSET D CIA 17 9'-O" T-0" T'.B.D. T.B.D. GARAGE ,'/ / %IN/.,/,/ �% ,;i� �G /,,' �/ /i; / �' >.� L f^' O� L D / OPE BELOW "i ---- i ,��-�;�. �-_r�, ,� 2ND. FLOOR / /_ % ��� �" 'r°.,` p LU Z 18 TOM 2'-4" 6'-8" IV�IDF 2-FLAT SWING R.H. "% W D O BATHROOM /s,o F a r :•k D J_ ATTIC & + '� D C �f ,;" s — I N LL m 19 2-0 6-0 MDF 2-FLAT SWING L.H. (INSULATED) � �t, �~' '' 1 co �O 2' 0" 6' 0" f�MDF 2-FLAT SWING R.H. (INSULATED) A�,t ',� �.-. O . P. .,f D 0 �1 2'-6" 6'-8" NNDF 2-FLAT SWING R.H. BEDROOM r �2 DBL. 2'-2" 6'-8" M'IDF 2-FLAT GLIDING CLOSET \BATHROOM STUDY SCALE: 23 2'-4" 6'-8" M1DF 2-FLAT SWING L.H. BATHROOM 8'-9"X 14'-0" 1/4"=1'0" 12'-0'X 16'-0" �4 2'-0" 6'-8" NMDF 2-FLAT SWING R.H. CLOSET ^D7 D 5 OFFICE SET DWG. NAME: 5 2'-0" 6'-0" M1DF 2-FLAT SWING L.H. CLOSET r �. 6 1 .8.08 SECOND FLOOR 3'-0" 6'-8" T:.B.D. T.B,D. F.WOOD L. & R. CLOSET ' 6 PLAN SECOND FLOOR - THESE^ C THESE DRAWINGS AS INSTRUMENTS OF SERVICE, 8 Q 0 SO. f T. ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE z CONSTRUCT. DRAWINGS/SPECIFICATIONS. 0 O z 1 � U M--i C7 �" N zo" W � w W , N 00 = C, \ U N \\� 01 .0 01 XW W E E 8 a a rn >- I U w w LIEJ JJ ° rr w rr 0 - w0 WEST ELEVATION z LL o LIJ w J o J � 0 O a z w w rr C� W W uAu "All nAu�i �11U111111V1111ll11®® I I I I'' I I I I i 11 ® ILLlLllJ1Ll l 111 1 1 11 ] W IlX U) El Till 03 �B, B B B, B, 1131tilB o_ ! w� LLE TO Lb Z � U �w f u,.�y,� W CO EAST ELEVATION -oco 06 o U N SCALE: 1/4"—1'0" OFFICE SET DWG. NAME: 1 .8.08 BUILDING ELEVATIONS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD W CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE Z CONSTRUCT. DRAWINGS/SPECIFICATIONS. 0 Oz to pz00 ` a = cn W V MN � cq V ry 12 u � V.I.F ^ \ O 10 . . a � II 3 -10 \\�\o"� \\ \` \ nam ------ las XMI \� `�\ 1 +/-2ND. FL.CEILING \. - — -------------- \\\\�\\\\ \: \, oo\� �\I �\ \\� \�\\ 8' . . W 24'-0" T GRADE - — ---- ---------- -1 '+/ 2ND. FL. DECK - ---- ---------- - ol . WY ® :H] ■ 9, ..A.. O Fll U ran W W Z oW + _ 1 ST. FL. DECK ---------------- WO Z U- rr NORTH ELEVATION P P�' oQ o 2+� a ° 8'-5" C.H. 1 TOP OF z WINDOW W I II II`` W II I 2ND.FL.DECK IIJ PROV. 40 YEAR "GAF"ASPHALT 2"X 10"CJ W/JOIST HNGR,, 2"X 10"CJ W/JOIST HNGR,, 10 n ROOF SHINGLES. (TYP. ALL AREAS) cais"O.C. P.ALL I R` C�16"O.C. (TYP.ALL) OVER 15 LB. FELT. PROV. "WEATHER II WATCH" UP 2'-0" OF ROOF EDGE. 3 - 2"X 10" FLUSH GIRDER ABOVE 4" DIA. STRUCT. STEEL II COL. BURIED IN FTG. =`III II II II I'" (TYPICAL ALL AREAS) ��\ 6 �\�y 11 II Ij ,��� 9'-3" i \\ \NI 11 I II II II \ICI 1ST.FL. HEIGHT C.H. y 2'-0" X 2'-0" X 12" D. I I I I I I P. CONC. FTGS.(TYP) PROV. 4" P. CONC. �� 7�- _`\ I I - CLEAN COMPACT FILL 8" P. CONC. FOUNDATION WALL W/ 1'6" X 10" D. FTGS, (TYP. ALL FOUNDATION.) ® ® BUILDING SECT. o w PROV 6" EXPOSURE VINYL SIDING M IMP SSIONS BY "CERTAINTEED" OR APP. EQ. (TYP. ALL EXT. WALLS) W WW 'B' B' B lr � H W 0 W Z � 0 co ;�. W� �o J U)0 D CO W p O UTH ELEVATION �r ,�' w° cn � co 0 N b SCALE: 1/4"=1 1011 OFFICE SET DWG. NAME: 1 .8.08 BUILDING ELEVATION THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A-4 . 1 OR WHOLE IS STRICTLY PROHIBITED,BY LAW. GENERAL NOTES : FLOORING LEGEND . PLUMBING LEGEND . WINDOW LEGEND . NOTE: , W U THE 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE;AND FOCAL BUILDING CODES HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4 W., 15LB. FELT., NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE OFONTRACTOR ANY AND ALL REOVIS ONS TIFY DUE TGITECT FIELD 5 AND ORDINANCES. Fvvm- (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. ®P PROVIDE AL NECESSARY PLANS).PLMBINFOLLOW AOLL HIND AND VENTING AS INDICATED UNLESS OTHERWISE NOTED. CONDITIONS, CLIENT, AND OR GENERALON '...� CONTRACTOR WHICH DIFFER FROM THE SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL NOTE: ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE. CONSTRUCT. DRAWINGS/SPECIFICATIONS. T O 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE SUB FOR TILE AREAS TO BE SCREWED AND GLUED. NECESSARY DRAIN VALVES. ALLOW FOR EXTENSION JAMBS FOR AN 8" CONC. BLOCK WALL. E� OWNER AND ARCHITECT WITH COPIEES OF ALL REQUIRED INSURANCE AND CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. WORKER'S COMPENSATION ®F PROV. FLOOR DRAIN AND 10. GALL. SUMP. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND WD. EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/2 COATS SATIN AOTW 210410 REF. POLY. (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) ® ©T\/2852 hH Z CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS HB PROVIDE FROST FREE HOSE BIBS. FROM THE DIMENSIONS SHOWN. CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED ©TW 2632 \ U o 4, THE CONTRACTOR SHALL SUPPLY!ALL LABOR AND MATERIAL SHOWN ON THE OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE ®S SHOWER HEAD DRAWINGS UNLESS OTHERWISE NO-,TED. WATERPROOF ADDITIVE MIXED IN. D DHT 281 O - ABOVE WINDOW \ O N 0 IBLE R UATELY BRACING AND EO C 235 Z N 00 5. THE CONTRACTOR SHALL BE RESIPONS FO ADE Q PROTECTING ALL WORK DURING CC)NSTRUCTION AGAINST DAMAGE, BREAKAGE, FOTW26310 d COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES. ELECTRICAL LEGEND OG TW2846-2 r � w 6. THE CONTRACTOR SHALL PAY FOIR AL PERMITS, FEES, AND COSTS RELATED TO THE WORK OF THIS CONTRACT. COINTRACTORS SHALL INITIATE ALL REQUIRED NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND STORAGE InN INSPECTIONS OF ALL WORK COMPLIETED UNDER THIS CONTRACT. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO U BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 15'-0" x 17'-O" '- 7. THE CONTRACTOR SHALL AT ALL`TIMES KEEP THE PREMISES CLEAN AND IS = c, RESPONSIBLE FOR REMOVAL OF ALIL RUBBISH FOR ALL TRADES FROM THE JOB SITE. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE 251-1 (( U N NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE �•� 8. ANY"EXTRAS" FOR ALL OR LEGITINAATE UNFORESEEN CONDITIONS SHALL BE ELECTRICAL CONTRACTOR. DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO I I' I 'I I 1I ' II \\\\\\\ \ \\\\ 3 —5 5 —7 2 -5 -7 � NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR ����� � \ STARTING ADDITIONAL WORK. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. \\� \l\�`\ ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING T ECONTROLLED B TIMERS \\\\\ 9. DOUBLE JOISTS LOCATED IN ELECTRIC PANEL 'I\\\\ PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. \\\ \ \ REFER TO CONSTRUCT DRAWINGS FOR SIZES. DUPLEX ELECTRICAL RECEPTACLE \, 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. "` $GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT ��\\ O �\ � „` \ 1 1. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK $SC DUPLEX SEPARATE CIRCUIT RECEPTACLE \\ SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. ¢ ALL SHOP DRAWINGS NEED THE APIPROVAL OF THE ARCHITECT BEFORE WALL SWITCH $3 3-WAY WALL SWITCH `✓4 4-WAY WALL SWITCH W J J PROCEEDING. 4B CEILING MOUNTED JUNCTION BOX J&JB WALL MOUNTED JUNCTION BOX 0 Q >Q fr m RECESSED DOWNLIGHT (100w) "LIGHTOLIER" OR APPROVED EQUAL W INSULATION NOTES . E EXTERIOR MOUNTED DOWNLIGHT (1 OOW) U JB U U WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED O 0 co O , 11 U A INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) X co X t 15 -10 EXISTING EXTERIOR WALLS: 2"X4" WCDOD STUD. R-15 HIGH DENSITY INSULATION � NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST N Ua N @ Z BY'CERTANTIEED' OR APPROVAL EQUAL. EF FAN "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. L� NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION Ljj BY'CERTAINTEED' OR APPROVED EQUAL. -OF EXT. MOUNTED LIGHT WITH FAN NEW ROOF: R-30 KRAFT-FA. INSULATION BY 'CERTAINTEED' OR APPROVED EQ. ®SD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE — — . — . — . — . — . — . — . . . . . . . — . — . CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES HARD WIRED TO CENTRAL CONTROL BOX 24'-��� Q Y INSTALLED AS PER N.Y.S. BUILDING (CODE. d F F NEW TELEPHONE RECEPTACLE 2" X 12" RIDGE BEAM ABOVE ABOVE NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE T O BASEMENT PERIMITER. QC CABLE TV RECEPTACLE } BASEMENT CEILING: R-19 KRAFT-FA.. INSULATION WITH PROPER WIRE TIES VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) cn INSTALLED AS PER N.Y.S. BUILDING (CODE. >v Z W o W z rr CONSTRUCTION LEGEND . o� � � [D ATTIC °QW EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH 0 DENSITY INSULATION TO ALL E)XISTING EXTERIOR WALLS. Z ® EXISTING INTERIOR PARTITION -TO REMAIN. PROV. 1 LAYER 1/2" GYP. BD. 00 BOTH SIDES OF EXISTING WOOD STUDS. CLR. PINE 4" COLONIAL BASE TRIM. glpG pTpJ f- W Q NEW EXTERIOR PARTITION- 2" }X 4" WOOD STUD WALL W/ 1/2" CDX PLYWD. T!4N or Sm.tTw)I_p EXTERIOR SHEATHING (TYVEK'WRAPPED &TAPED), 6" EXPOSURE PERF. WD. Q SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED /TAPED) z CLR. PINE 4" COLONIAL BASE TRRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). _ BED OOOM BATH W J 0 NEW INTERIOR PARTITION- 2" X A" WOOD STUD WALL WITH 1/2" GYP. BD. 11'-6" x 23'-0" 7-0"x 11'-6" (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. W PROV. CEMENT WALL BD. FOR /ALL TILE AREAS. W INTERIOR PAINT-TO BE "BENJAIMIN MOORE" U.O.N. ONE COAT PRIMER AND TWO COATS FINISH (COLORS T..B.D. BY OWNER) SATIN FIN. THROUGHOUT A A C A U.O.N. ALL TRIM SEMI-GLOSS. I I I qp BEDROOM 13'-8"X 15'-0" P J B W DOOR SCHEDULE ' ILI. I 1ST. FLOOR ("MDF" BY MASONITE OIR APPROVED EQUAL BY CLIENT) I\ X P DOOR ID WIDTH HEIGHT DOOR PANELS OPERATION HINGE DOOR MATERIAL REFERENCE O DBL. 1'-10" 6-8" MIDF 2-FLAT SWING L & R. CLOSET - I ��\ / O2 DBL. V-10' 6'-8" MIDF 2-FLAT SWING L & R. CLOSET O3 2'-4" 6'-8" MIDF 2-FLAT SWING R.H. BATHROOM \ I\ / % - ®sD ��� JB ®SDI\ \ / O4 2'-4" 6'-8" MIDF 2-FLAT SWING R.H. BATHROOM O5 2'-6" 6'-8" MIDF 2-FLAT LAUNDRY RM. I � . _ . _ , — . — . _ — . — . — . — — — " — — I O6 2'-4" 6-8" MIDF 2-FLAT L.H. CLOSET II O7 2-6" 6-8" MIDF 2-FLAT SWING L.H. BASEMENT II O8 2-6" 6-8" MIDF 1-FLAT R.H. BEDROOM jl • \I / II S[D I I SD m r I] O9 2'-6" 6'-8" MIDF 1-FLAT L.H. LAUNDRY RM. \ I I / \ D 10 DBL. 3'-0" 6-8" T.IB.D. T.B.D. POCKET DINING RM. 11 3'-0" 6-8" T.IB.D. T.B.D. SWING R.H. FRONT DR. W/ / \ r SIDE LITES. -- --- ---� \ 12 2'-6" 6'-8" MIDF 2-FLAT SWING R.H. EXTERIOR 13 2'-6" 6'-8" M'DF 2-FLAT SWING L.H. L.ROOM/FOYER I I I I [1)cr N� 14 F.P.S.C. 2'-6" 6'-8" MDF 2-FLAT SWING L.H. GARAGE ----_ 0 0 r � r � I J B � Z I i 15 2'-8" 6'-8" T.IB.D. T.B.D. SWING R.H. EXTERIOR r ' ' F W W W ' � I\� I B I I DOWN ' I I\\ W 16 2'-4" U-8" MIDF 2-FLAT SWING L.H. CLOSET / ' \I , \I D 6 r U D WQ D WQ 17 9'-0" 7-0" T.IB.D. T.B.D. GARAGE �i I OPEIfiTo iit Ill � BE W 2ND. FLOOR 18 2'-4" 6-8" MIDF 2-FLAT SWING R.H. BATHROOM O ' �p �0 D D ATTIC C {` coW CO m 19 2'-0" 6'-0" MIDF 2-FLAT SWING L.H. (INSULATED) �0 TTC 2'-O" 6'-0" MIDF 2-FLAT SWING R.H. (INSULAI TED) _ nti C (p 21 2-6 6-8 MIDF 2-FLAT SWING R.H. BEDROOM ' �rj �2 DBL. 2'-2" 6'-8" MIDF 2-FLAT GLIDING CLOSET BiATH ROO M STUDY SCALE: �3 2-4" 6'-8" MIDF 2-FLAT SWING L.H. BATHROOM 8'-9" X 14'-0" 1 O'-6" X 14'-0" 1/4"=1'0" 4 2-10" 6-8" MIDF 2-FLAT SWING R.H. CLOSET D-7 D 5 OFFICE SET DWG. NAME: / 1 .8.08 5 2'-O" 6'-O" MIDF 2-FLAT SWING L.H. CLOSET �6 3'-0" 6'-8" T.IB.D. T.B.D. F.WOOD L. & R. CLOSET A. 6 A. 6 SECOND FLOOR SECOND FLOOR THESE DRAWINGS AS INSTRUMENTS OF SERVICE,880 SQ. FT. ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT, ANY REPRODUCTICDN IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 U GENERAL NOTES : FLOORING LEGEND : PLUMBING LEGEND : WINDOW LEGEND : NOTE: � CONTRACTOR TO NOTIFY THE ARCHITECT 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LB. FELT., NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE OF ANY AND ALL REVISIONS DUE TO FIELD W AND ORDINANCES. (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. ®P ONOVIDE ALL NECESSARY CONSTRUCT ON PLANS)LFOILBING LOW ROUGHING AND VENTIG LL NECESSARY N.Y.CNANDSN.Y.S INDICATED UNLESS OTHERWISE NOTED. CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE Z BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL NOTE: ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE. O 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. NECESSARY DRAIN VALVES. ALLOW FOR EXTENSION JAMBS FOR AN 8" CONC. BLOCK WALL. CONSTRUCT. DRAWINGS/SPECIFICATIONS. r OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND SUB FOR TILE AREAS TO BE SCREWED AND GLUED. COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. v u WORKER'S COMPENSATION CERTIFIICATES AND NAMES OF ALL SUBCONTRACTORS. OF PROV. FLOOR DRAIN AND 10. GAL. SUMP. ®D. EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/2 COATS SATIN AOTW 210410 O \ 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND REF. POLY. (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) ® BOTW 2852 CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS HB PROVIDE FROST FREE HOSE BIBS. FROM THE DIMENSIONS SHOWN. U •� CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED ©TW 2632 p 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE OS SHOWER HEAD (7 >" N DRAWINGS UNLESS OTHERWISE NOTED. WATERPROOF ADDITIVE MIXED IN. 0 DHT 2810 -ABOVE WINDOW O EO C 235 \k Z 00 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND \ ¢ c`! PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, FOTW26310 .a M CODES. ELECTRICAL DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE ELECTRICAL LEGEND : OG TW2846-2 1 a m w 6. THE CONTRACTOR SHALL PAY FOUR AL PERMITS, FEES, AND COSTS RELATED TO THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND BUILDING U M N INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. SECTION O O0 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS x = r°"i• NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE 24' ►—� M 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ELECTRICAL CONTRACTOR. EQ. EQ. DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR \�\ \ Nft \\� \ \ STARTING ADDITIONAL WORK. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. — — — — — — — — — 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS F \\\\\\\ PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. LOCATED IN ELECTRIC PANEL �� m�\ \\ gq \\ REFER TO CONSTRUCT DRAWINGS FOR SIZES. \ \. DUPLEX ELECTRICAL RECEPTACLE 3 \�,o�m\�`\ 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. /' �� I I \� \\"\ �GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT FUTURE STAIR ACCESS II� UP / I W \ TO STORAGE ABOVE. 13 O\\\� M\\ \\ 11. THE CONTRACTOR SHALL PROVIIDE SHOP DRAWINGS FOR ALL SPECIAL WORK Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE I III �\ i W \ \U SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. / >Q W \\\\ ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE $ WALL SWITCH $3 3-WAY WALL SWITCH $4 4-WAY WALL SWITCH �\ 0 .12 � III \ Q rt PROCEEDING. � '�JB CEILING MOUNTED JUNCTION BOX j&JB WALL MOUNTED JUNCTION BOX RECESSED DOWNLIGHT (100w) "LIGHTOLIER" OR APPROVED EQUAL `+'J'B U� `F'JB �++ INSULATION NOTES : OE EXTERIOR MOUNTED DOWNLIGHT (100W) I III r-O 0= T :) 17I U WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED III = LJL JB INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST III \ BY 'CERTANTIEED' OR APPROVAL EQUAL. "7EF FAN "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION 2 - 2' X 10 FLUSH GIRDER ABOVE \ III BY'CERTAINTEED' OR APPROVED EQUAL. -OF EXT. MOUNTED LIGHT WITH FAN r----� NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. — — .IL — — — . ' CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES 4) SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE - = — . — . — . - . - . — �:3 : — . _ . = I=p l: = = = _ : _ = — ( 24' V HARD WIRED TO CENTRAL CONTROL BOX I'. INSTALLED AS PER N.Y.S. BUILDING CODE, d >a �� L T NEW TELEPHONE RECEPTACLE OQ - 2" X 10" FLU H GIRDER / NEW BASEMENT: R-10 RIGID FOAM 20 BELOW GRADE AROUND ENTIRE ma ma S G ER ABOVE / � BASEMENT PERIMITER. ac CABLE TV RECEPTACLE Q� �� /��� ��� �� I I > BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES d .. INSTALLED AS PER N.Y.S. BUILDING CODE. >v VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) -1 °0 °0 Lu- IY> LU / I z W 37 ' Nc0 Nc0 / \�\ //' Q�0 \\\ // O Lu Z I u u I � � c��_ \\ ,,� 171 9 � 3-, �� CONSTRUCTION LEGEND : r I �b_ JB ° ® EXISTING EXTERIOR PARTITIONI TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH D (V r-—J I 06 2 DENSITY INSULATION TO ALL E:XISTING EXTERIOR WALLS. PAY 2 2 2012 I I z0 0 ® EXISTING INTERIOR PARTITION 'TO REMAIN. PROV. 1 LAYER 1/2" GYP. BD. / ' I ' BOTH SIDES OF EXISTING WOC)D STUDS. CLR. PINE 4" COLONIAL BASE TRIM. It Q W B DG.f)EPi, NEW EXTERIOR PARTITION- 2" ;X 4 WOOD STUD WALL W/ 1/2 CDX PLYWD. TN! JB EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD. SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED/TAPED) DINING 1300M KITCHEN I F — — — — — — F — — — — — — F _ — _1 2 O CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). 14'-0"X 1 '-7" 112--3"X 14'-7" I Lij NEW INTERIOR PARTITION- 2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. -I 3' 2 UP I � ' 0- Zl� (SCREWED/TAPED) APPLIED BC)TH SIDES. NOTE: PROVIDE MOISTURE \ II I W RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. PROV. CEMENT WALL BD. FOR TALL TILE AREAS. 2 \ B B E E \ I BUILDING W INTERIOR PAINT- TO BE "BENJA,MIN MOORE" U.O.N. ONE COAT PRIMER AND I SECTION Ir TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT 1 '-51I B o U.O.N. ALL TRIM SEMI-GLOSS. — — — — — — — — — 26 OsC� GF�I I T c / \, I � , L4 -- qp ---� °, JB --�\\ ° o I \ 1 3 LAUNDRY ROOM W S U N R O O M I '' 1 $ �\ 10'-2"X 12'-3" 13'-0"X 26'-0" _ _ _ _ _ _ c / DOORSCHEDULE I - I F0o � 1ST. FLOOR ("MDF" BY MASONITE OIR APPROVED EQUAL BY CLIENT) —I 10 /' - 4 ' jB DOOR ID WIDTH HEIGHT DOOOR PANELS OPERATION HINGE DOOR JB \ 0 W MATERIAL REFERENCE � ________ _ UJ O DBL. V-10" 6'-8" MIDF 2-FLAT SWING L & R. CLOSET JB\ / \�'/\ ,// II \I I w W Dcc 2 DBL. 1'-10' 6'-8" MIDF 2-FLAT SWING L & R. CLOSET I I I " L \ I \� I I I I P �°C ------ — JB f W LL O3 2'-4" 6'-8" MIDF 2-FLAT SWING R.H. BATHROOM I � � �� � i I l I � / I — / O4 2'-4" 6'-8" MIDF 2-FLAT SWING R.H. BATHROOM I / j i4'-o°C.H. ,�� I I / — I 06 W I I CATHEDRAL , I I I O5 2'-6" 6'-8" M1DF 2-FLAT LAUNDRY RM. 6' I \\ I CEILING ABOVE , I 3 3 � B O6 2'-4" 6'-8" M1DF 2-FLAT L.H. CLOSET I — .44— JB — 3 _ - - J \ I W Z ---- w O O7 2'-6" 6'-8" MIDF 2-FLAT SWING L.H. BASEMENT i �, T / 3 _____ II P j 8U 2'-6" 6'-8" MIDF 1-FLAT R.H. BEDROOM JB ---- � m \ \ I DW cq r O 2'-6" 6'-8" MIDF 1-FLAT L.H. LAUNDRY RM. I JB \\ !' $ \�\ 2 $ I I D J $ I CO 10 DBL. 3'-0" 6'-8" T..B.D. T.B.D. POCKET DINING RM. FRONT DR. W/ I / uP \ ®SD 2 L 11 3'-0" 6'-8" T..B.D. T.B.D. SWING R.H. SIDE LITES. I i j \, 2 ----_- ,- , I o� 12 2'-6" 6'-8" MIDF 2-FLAT SWING R.H. EXTERIOR I II ��' / I �> 13 2'-6" 6'-8" MIDF 2-FLAT SWING L.H. L.ROOM/FOYER — — — — — — — — I / / /� J W W I I / / I � D� GAS FIREPLACE I I / / I U)jr 14 F.P.S.C. 2'-6" 6'-8" MIDF 2-FLAT SWING L.H. GARAGE B TWO WAYTIC"DV T I I / I (� "MAJESTIC"DVKST 0 15 2'-8" 6'-8" T..B.D. T.B.D. SWING R.H. EXTERIOR PROV.HEARTH I I / I 1 ' , F Z Z W LL PER N.Y.S.CODE. \ I ,/ / / I D G W W �- 16 2'-4" 6'-8" MIDF 2-FLAT SWING L.H. CLOSET I \\ �i /�j I A E 1RESS V - U U 06W 17 9'-0" T-0" T..B.D. T.B.D. I ' 0 W W GARAGE JB , UP > > cn(D 2ND. FLOOR ' / R. , SD / gp / I I ;, �� '.�. D W ow j Z 18 2'-4" 6'-8" MIDF 2-FLAT SWING R.H. BATHROOM — — —B— — B B 33 i4 -6 � �� U)o �� 0 0 D 19 2'-0" 6'-0" MIDF 2-FLAT SWING L.H. ATTIC — — — — 11 8 (INSULATED) I 3 —r —r m 2'-0" &-0" MIDF 2-FLAT SWING R.H. ATTIC D co (INSULATED) 2 B B B EGRESS B EGRESS Y D O � p 21 2'-6" 6'-8" MIDF 2-FLAT SWING R.H. BEDROOM 13 — — D — — — — — D — — — — — — — — — — — — D �2 DBL. 2'-2" 6'-8" MIDF 2-FLAT GLIDING CLOSET 4' 6'-8"--� 9,- „ $, 8„ 7,_4„ 3,--I 0„ SCALE: 2'-4" 6'-8" MIDF 2-FLAT SWING L.H. BATHROOM 1/4"=1'0" 2'-O" 6'-8" MIDF 2-FLAT SWING R.H. CLOSET LIVING ROOMI 40' BEDR OM DWG. NAME: 14'-O"X 18'-4" 12'-0"X 1 '-3" OFFICE SET .8.08 PLAN 5 2'-0" 6'-0" M 2- SWING L.H. CLOSET FIRST FLOOR 3'-0" 6'-8" T.B.D. T.B.D. F.WOOD L. & R. CLOSET FIRST FLOOR- THESE rr 1 470 SQ. FT. DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. or GEN' ERALNOTES : CONTRACTORS NOTE : w- 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AFTER THE REMOVAL OF INTERIOR PARTITIONS, COMPLY WITH ALL CODES OF ° a�_.� ���_ 1 • AND ORDINANCES. THE CONTRACTOR MUST INSPECT AND NOTIFY NEW YOPK STAFF & TOWN CODES UNDERw r':7 ; (FICA _ z 2. BEFORE COMMENCEMENT OF WORK, THE COONTRACTORS SHALL FURNISH THE THE ARCt IITECT OF THE ORIENTATION OF OWNER AND ARCHITECT WITH COPIES OF ALL FREQUIRED INSURANCE AND C^ CEILING JOISTS. AT THAT POINT THE ARCHITECT AS REQUIRED AND CONDITIONS OF REQUIRED � p AND NAMES OF ALL SUB-CONTRACTORS. WILL ►DETERMINE IF FLUSH HEADERS WILL �VW AS ? N WORKER'S COMPENSATION CERTIFICATES NEED TO BE INSTALLED OR IF ANY OTHER SOUI`WOLD TOWN ZBA /S� W) 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND TYPE OF STRUCTURAL MEMBER WILL NEED SO�ITHOLDTOWNPLANNINGBOAAD GATE: B.P.i 0 CONDITIONS ON THE JOB. THE ARCHITECT MU`.ST BE NOTIFIED OF ANY VARIATIONS TO BE USED. FROM THE DIMENSIONS SHOWN. � UTHOLDTOWNTRUSTEES FEE: ����d BY: � O H wN N THE NOTIFY BUILDING DEPARTMENT AT o o 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIALS O O N.Y.S.DEC {' UNLESS OTHERWISE NOTED. 765.1802 8 AM TO 4 PM FOR DRAWINGS FaLowm TIQN$' c7 N t. FOUNDATION - TWO REOUM C� Z = 5. THE CONTRACTOR SHALL BE RESPONSIBLE IFOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, FOR POURED CONCRETE r x N COLLAPSE, DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE - - - - - - - - - - - ,_ _ 24'i - - 2. ROUGH - FRAMWG i PLUMBING Z B � ,Lt�•��=,�:--;,�'T-ION � � o CODES. i ;• I 4. FINAL°- C STRUCTION MUST 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO I CRT IG TE r I BE COIWPL FOR C.O. THE WORK OF THIS CONTRACT U.O.N. CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK'COMPLETED UNDER THIS CONTRACT U.O.N. i I ALL IREM R T SHALL MEET THE o I i I } I SD DE US D 1 W TE ( REOUIRENNE S OF THE CODES OF NEW c °; I$Ul �Y,E� �NOr YORK STATE. NOT RESPONSIBLE FOR 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. . I I I EXCEED 2/10i OF41 LEAD; I i DESIGN OR NSTRUCTION ERRORS. 8. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE I " III I. IIb • IIbV II ) DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. ( •�• I • "x - `1 O'-2" PROV. 4' P. CONC. S�BW/6"X6' ON �.,x -I•,. III I1 IIlqa II 11 II CLEAN COMPACT FIJI „ IRTAC'AiI I �I�OFI' 11 I •l I C UPANCY OR 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING ( tom• PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. . ' n P / X EEP REFER TO CONSTRUCTION DRAWINGS FOR SIZES. I (• V NA ING & CON ECTIONS ' I J " 18' , ' III II II II II II I� REI UIi EDJ III .. I 1: ffiftiwT 4 ECRS. 10. ALL FRAMING LUMBER TO BE DOUGLAS FIRt #2 CONST. GRADE OR BETTER. I. i I I '� E 60 11. THE CONTRACTOR SHALL PROVIDE SHOP [DRAWINGS FOR ALL SPECIAL WORK I - - - - - - - - - - I OFF OCCUPANCY SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. I - - - - --- - - ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE I -- - -- to 11: I PROCEEDING. I r —MEET7NEA50UIREMENTSOFTF� a 23'-11" ., :I 1§5599 OP NEW YORK STATE. 1 DEMOLITION NOTES • I I o I ' • FLOO ZONE r I 0 NOT PROCEED WITH , I • :• COMIPL WITH CHAPTER"46" 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO I I FRAMING UNTIL SURVE .I .',•• FL00 AMAGE PREVENTION COMPLETE THE DEMOLITION AND REMOVAL OiF ALL ITEMS AS INDICATED ON THE 7_4 ( 0 HAS NATION LOCATI SOUTH OLD TOWN CODE. W NOTE: " I I BEEN APPROVED. DEMOLITION PLAN (S). PRO SHALL EXECUTE THE WORK WITHIN THE REGULATIONS OF PROV. 2 VENTILATION OPENINGS _ - - - - SLAB / " 6' ON � ( slag w/s" x 6' oN 2. THE CONTRACTORCOVERED IWiTH A CORROISON THE BUILDING OWNER FOR DEMOLITION AND REMOVAL OF DEBRIS INCLUDING I �� s •,: I CLEAN COMPACT FILL �^ I �. 'I.• • . TEMPORARY PROTECTION AS REQUIRED. EVERY PRECAUTION SHALL BE TAKEN AS RESISTANT'WIRE MESH, WITH _ _ _ _ �L ���.,'- I ;J I. •; .I•. 8" CONC. FOUNDATION Z } W LL W/ 1'6" X 10" D. FIGS.THE LEAST' DIMENSION NOT I F -" -` � ALL Fi.J►,/,�;��; Jv � �' ' ;� O TO NOT DISTURB EXISTING ELECTRICAL,'MECHIANICAL, AND PLUMBING. EXCEEDINCG 1/8". I I I i & WATER LINES r P. ALL FOUNDATION.) 3. THE CONTRACTOR SHALL REMOVE ALL WAILL CONDUITS LEFT AFTER I I I 6 [ TESTING BEFORE C }•• +' I DEMOLITION AND IF DISTURBED SHOULD BE RIE-CIRCUITED. I I W ' ( CRAWL SPACE I L - - - - -- - - - - - - - �. - ._ �. ._ �. ,_ �. ._._ ._.. .. -- - - -. J DEMOLITION LEGEND . z EXISTING PARTITION TO BE REMOVED AGAI�ST1E=XTERIOR FOUNDATION12 I I I ® r - - - - - - - - - - - - - - - - - -- - - - - - - - - - I I �e I f I PROV. 2'W. X 10' L. EXISTING PARTITION TO REMAIN WALL TO 24" DEPTH. (TYP ALL) HAUNCH SLAB VENT � GARAGE DOOR 31' I I I PROV. 5/8"X 10" DEEP ? OPENING Ex EXISTING WINDOW TO REMAIN. I ( I I 6 ANCHOR BOLTS (o 4'-O" O.C. V NT MAX. V-O" FROM CORNERS. J O EXISTING DOOR TO REMAIN. B MENT WINDOW BASEMENT WINDOW I ( I I t (-TYP ALL LOCATIONS) i eR EXISTING WINDOW TO BE REMOVED - - - -4-W-x 2'�O" H_. - +. - _. -2'-4_W. X - H. - - - - - - - J � L _. - - - _ ._ J L r- - - - - - - - -- - - - -- - --- - - - - - - - - - - - - - - - - - - -- - - - ER EXISTING DOOR TO BE REMOVED - - - - - - - - - - - J '- - _ p •'••p+ .. O "• .• '0 I I PROVIDE POCKET IN FOUNDATION NOTES : I - - - - - - - - - - - - - PROVIDE POCKET' IN 3-1/2"X 11-7/8" MICROLAM ;;, ALL FO I FOUND R . - I FOUND. WALL FOFR k` HDR. ACROSS OPG. IN I FOUND. WALL. I " ' BEAM T SIT IN" r(� I I I BEAM TO SIT IN, Y,>.. , . ,.. j v 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ. INCH SUBJECT TO I I I I� I I ,• • . " - - - - ` '- - I . INSPECTION AND VERIFICATION. BASEMENT WINDOW I • . f- I 2. ALL FOOTINGS TO BE CARRIED DOWN TO UPNDISTURBED SOIL. NO FOOTING SHALL "` - _` _) f'-4" W. X 2'-0" H. I I I BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING. I I I �B +Jt3 STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM, 14'-4" I I r ... 4" P. CONC. SLAB ON 4" DIA. STRUCT, STEEL 4 =. 3. ANCHOR BOLTS TO BE AT LEAST 1/2" IN DIAMETER AND 10" IN LENGTH WITH A I I I � I I MAXIMUM SPACING OF 4'-0" ON CENTER. CLEAN COMP. FILL COL. BURIED IN FTG. I r I _• W �� E I I I I (TYPICAL ALL AREAS) I LL 9' CEILING HT, I I I I I O 4. ALL CONCRETE TO BE 1:2:3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED I - I (TYPICAL) OR SPECIFIED. I I I I 2'-O" X 2'-O"X 12" D. I I I I nn I P. CONC. FTGS.(TYP) IL. 5. IF CONCRETE BLOCK FOUNDATIONS ARE T© BE USED, THE BLOCK SHALL BE I I 9'(TYPIC;ACEILIMG HT. I I I I g ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID ( : } I I (TYPIC%AL) PROVIDE POCKET IN I I " y PROV. 4" P. CO I I Z WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO I W12 X 40 FLUSH STR. FOUND. WALL FOR SLAB W/6"X 6' ON L ' CLEAN COMPACT FNLL 16' W COURSES DOWN. SEE NOTE 3 ABOVE, STL. BEAM1 BEAM TO SIT IN., O I �B + I 1-. F, -� Z 6. PROVIDE 0.025"ALUMINUM TERMITE SHIELD>S OVER FIBROUS INSULATION AT ALL 25'-1 1 • • _ -- •:I = r. I = = I I I 0 PERIMETER SILLS. ( I I t9 7. ALL WOOD IN CONTACT WITH CONCRETE OIR MASONRY TO BE WOLMANIZED OR CLEAN OCOMP. B ON I I I . 9' CEILING HT. PRESSURE TREATED. I U i I I m (TYPICAL) I I I I W i s 19 PROV., 5/8" F.C. GYP. BD. I I I I 3 I i I I 1 •, ELECTRICAL LEGEND : I .�, I r _ j a LI CEILIMG THIS AREA I r: - - - -- - - - - I 5 I . . I W Ill I OVER{FURNACE EQUIP. t: 3 I I i 4" P, CONC. SLAB ON m 2" X 6" CCA SILL PLATE I .. I I .: I PROV.. 8" DIA. FLUE FOR CLEAN COMP. FILL I r I• NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND FLUE 3 0 REGULATIONS OF TEH N.Y.B.F.U. AND A CERTIIFICATE FROM THE N.Y,B.F.U, IS TO ANCHOR BOLTS 4'-0" O.C, I ( NEW-E301LER. I " I W W m W BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. ABOVE. (TYP. ALL AREAS.) I I I I J8` *J� :) 1 O' f' CL 60 GALL. "SUPERSTORE" I 0 w NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE w I I I ( HOT WVATER STOR. TANK. I I it tY d 0 NOTED. ALL OTHER ELECTRICAL EQUIPMENT iAND MATT_. TO BE SUPPLIED BY THE g P. CONC. FOUNDATION I ( L _ ' I I ELECTRICAL CONTRACTOR. 1 6 X 10" D. F�'GS. I ( � 0 0 IL U. a G � I N(TYP. ALL FOUNDATION.) , PROV-2 ZONE HYDRONIC FAN COIL I 9 I Z 0 m NOTE: ALL SWITCHES AND RECEPTACLES TO IBE 'LUTRON', "DECORA" IN COLOR I I I I UNIT HEATING SYSTEM W/BOILER. o U.O.N. DOWNLIGHT TRIMS TO BE WHITE, I i L _ - - - - - _ , _ - - J (SIZE MOILER AS REQUIRED.) PROV. 60 GAL(_, 'SUPERSTOR" HOT WATER I Ilt DUPLEX ELECTRICAL RECEPTACLE _ _ i - - - - - - - - - - - - I I • 0 0 0 w 2" X 6" CCA SILL PLATE W W W L9 (tsC DUPLEX SEPARATE CIRCUIT RECEPTACLE - _ - 13, R. ®' 4q t+l :�• ;. ,...'p. { ANCHOR BOLTS 4'-0" O.0 D D D 3 3-WAY WALLL SWITCH 1 -6" - - - - - - - - G - - - ;-. r -�• - - - - - - - - - - - - - - - - - ABOVE. (TYP. ALL.AREAS.) N I to (A W WALL SWITCH $ i —'. s - i I ~'. 8„ P. CONC. FOUNDATION I. p N JUNCTION BC)X 40' " WALL W/ 1'6"X 10" D. F TGS. W O N N O i �R CEILING MOUNTED " ( (TYP. ALL FOUNDATION.) D W N aD 1 - • • :. PROV. 5/8 X 1 O DEE N `S P.CONC. STEEPS I + - ••• I ANCHOR BOLTS Co 4'"O" O.C. . ( N O SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: - - - - - - - - - - - ` TO BE HARDWIRED TO CENTRAL LOCATION. MAX. 1'-O" FROM CORNERS. (TYP ALL LOCATIONS) FILE NO.: HE_OCP_CUR 8-10 l 1', �! ' CONSTRUCTION LEGEND " 11 10#1 I i � � l •t^y, } SCALE:-22-03 1/4 DWG. NAME: EXISTING PARTITION TO REMAIN. FOUNDATION PLAN NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. j (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE j RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL/CEILINGS & I FOUNDATION ( BASEMENT WALLS, PROV. CEMENT WALL BD. FOR ALL TILE AREAS. [ PLAN I N LEGEND : FOUNDATION i ,� ,t�� � DWG, NO.: - - - NEW 8" POURED CONCRETE FOUNDATION "ALL WITH 1'6'X 10" DEEP FOOTINGS, REFER TO DRAWING A�.3 FOR HEIGHTS. A. 0 , neNc�rEo 4" POURED CONCRETE SLAB WITH 6X6 10./10 W.W.M. ON CLEAN ' COMPACTED FILL. f�� ;, � fBfRee tetl u �^ ».-.. - .. -,...s ,•e•+N.'V ram... eew• .'«.--., F7 -- _ -- a• ., , w. •su, , . .«. 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Ii l II I­:j _.,I­I�.0 4.1II.�.I I ".tI­I.WfI I�.I-! II .,. W00z(2uT 0.Qw1a WT0 1l,1.:n.._1..1..I.���I IC[r�1 I.i.II...I'1I �.. .�.�.1 q� -c-.- .I�, -Lr1L1� II ca coTII I. I. I� I, . . 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES U HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LB. FELT., ` { D ADINANCES. F IL BASED SATIN ly'OLYURETHANE. PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED , . . AN O (3 FINISH COATS O O ' dF' ON CONSTRUCTON PLANS). FOLLOW AlL NECESSARY N.Y.C.AND N.Y.S. I. 2. BEFORE COMMENCEMENT OF WORK,THE CONTRRACTORS SHALL FURNISH THE SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. BUILDING CODES THAT APPLY TO WORK BEtNGI COMPLETED. PROV, ALL 010 �I� r-'� OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND SUB FOR TILE AREAS TO BE SCREWED AND GLUED. NECESSARY GRAIN VALVES. t -WORKER'S COMPENSATION CERTIFICATES AND NAIMES OF ALL SUBCONTRACTORS. o t . OF PROV. FLOOR DRAIN AND 1 O. GAL.'S . , - CTORS SHALL BE RESPONSIBLE'FOR ALL DIMENSIONS AND ® EXISTING WOOD FLOOR TO BE SANDED&REFINISHED W/2 COATS SATIN 3. THE CONTRA ALL AREA AS REQUIRED o% c - CONDITIONS ON THE JOB.THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS REF. POLY. (TYP. ALL AREAS) PATCH S ) AHB PROVIDE FROST FREE HOSE BIBS. 0 - ; FROM THE DIMENSIONS SHOWN. . CERAMIC TILE-"AMERICAN GLEAN"TILE OR APP, EQ. TILE TO BE INSTALLED 4 O t - ,4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ® OVER,1/2"CEMENT BOARD U.O.N. 1NALLAND FLOOR GROUT TO HAVE d5 SWOWER HEAD DRAWINGS UNLESS OTHERWISE NOTED.• . - V WATERPROOF ADDITNE MIXED IN. a� NT CTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 0 ,z N C 8.THE CO TRA PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE. C COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES. WINDOW LEGEND : If c 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED UNLESS OTHERWISE NOTED. u " t � _ INSPECTIONS OF ALL WORK COMPLETED UNDER TIHIS CONTRACT. , NTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS NOTE: ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE. BUILDING Q4 N 7. THE CO ALLOW FOR EXTENSION JAMBS FOR AN 8 CONC. BLOCK WALL. RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. COLOR TO BE WHITE. PROV..SCREENS FOR ALL WINDOWS. I c SECTION �� '" c _ 24' C c . 8. ANY"EXTRAS' FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE OTW 210410 DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. .� 10 ...� , � e ©TW 2$52 2-4 12-8 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER AILL WALL PARTITIONS RUNNING © 2832 _____ _._.. __-__ Y _ _ _ L1 PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. . REFER TO CONSTRUCT DRAWINGS FOR SIZES. J DHT 281 O -ABOVE WINDOW H H , • 0 10. ALL FRAMING LUMBER TO BE'DOUGLAS FIR #2 CONS.. GRADE OR BETTER. J C 235 L t 11.THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK d 12'-11" , SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. - ,�, 1 nvn_o //i , 3 ` ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE 5'_4�� q � /i �, PROCEEDING. ELECTRICAL' LEGEND . - I 1 / I - , . j / NOTE: ALL EL-ECTFICAL`WORK TO BE IN ACCORDANCE WITH THE RULES AND ' F / / I • REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B:F.U. IS TO - / . . _ 10- I N S U LAT i O f�l N C.�T E S • BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. • I " "'B NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE I z. , I EXISTING'EXTERIOR WALLS: 2"X4"WOOD STUD. R-15i HIGH DENSITY INSULATION NOTED.ALL OTHER ELECTRICAL EQUIPMENT AND MAIL.TO BE SUPPLIED BY THE I $ JB W BY'CERTANTIEED' OR APPROVAL EQUAL. ELECTRICAL CONTRACTOR. . NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-19 FOILL FA. HIGH DENSITY INSULATION NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" IN COLOR : OIL L FIR7 HOT AIA FU I 0 y BY'CERTAINTEED' OR APPROVED EQUAL.- O.N.O•. DOWNUGHT TRIMS TO BE WHITE. - - 8�OIL FIRED HEATER. 3• F: R KRAFT-FA. INSULATION BY'CERTAIINTEED'OR APPROVED EQ. - , . . . FI / NEW ROO -30 CRAWL.SPACE: R-19 KRAFT-FA, INSULATION WITH PRROPER WIRE TIES NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS •• O LOCATED IN ELECTRIC PANEL 12'_9" , 1 INSTALLED AS PER N.Y.S. BUILDING CODE. -- -__ .. - NEW BASEMENT: R-10 RIGID FOAM '2`O"BELOW GRADE AROUND ENTIRE $ DUPLEX ELECTRICAL RECEPTACLE 24' . �, BASEMENT PERIMITER. 4►aFl DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT / 121'-1 u �"` I BASEMENT CEILING:R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES - . • INSTALLED AS PER N.Y.S. BUILDING CODE. ., 4sc DUPLEX SEPARATE CIRCUIT RECEPTACLE - - - . W _ / $ WALL SWITCH $, 3-WAY WALL SWITCH �4 4 WAY WALL SWITCH . e" W E.. CEILING MOUNTED JUNCTION BOX 0 WALL MOUNTED JUNCTION BOX / CONSTRUCTIONLEGEND0 I + RECESSED DOWNLIGHT (1 OOW) "LLGHTOLIER' OR APPROVED EQUAL : - r I ' I EXTERIOR MOUNTED DOWNLIGHT (10OW) `` ., / - -- EXISTING EXTERIOR PARTITION TO REMAIN, PROV. 1/2" GYP. BD. & R-15 HIGH WALL MOUNTED DUAL SPOT UGHT (UNLESS OTHERWISE SPECIFIED t I I DENSITY INSULATION TO ALL EXISTING EXTERIIOR WALLS. JB INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) I , NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST . I .J EXISTING INTERIOR PARTITION TO REMAIN. PRIOV. 1 LAYER 1/2" GYP. BD. FF FAN "GROAN'HEAVY DUTY UNIT OR APP. EQUAL. _ /f BOTH SIDES OF EXISTING WOOD STUDS. CLR., PINE 4 COLONIAL BASE TRIM. ... i I / ,,,y EXT, MOUNTED LIGHT WITH FAN NEW EXTERIOR PARTITION- 2"X 4"WOOD STUD WALL.W/ 1/2"COX PLYWD. F / ` = 'EXTERIOR SHEATHING (TWEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD. dso SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE AI I , . I SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/�2" GYP. BD.(SCREWED/TAPED) HARD WIRED TO CENTRAL CONTROL BOX _ : TRIM,& R-19 FOAL FACE INSUL. (HIGH DENSITY). _` 4 . , 1 . ��, ,., � w,.' ,.. m , x , F CLR. PINE 4" COLONIAL BASE 12' - . r• NEW TELEPHONE RECEPTACLE 9 NEW INTERIOR PARTITION- 2"X 4"WOOD STUD WALL WITH 1/2 GYP. BD. Qc CABLE TV RECEPTACLE DINING ROC31'VI 'i,?~ `'' KITCHEN I � ,l - $ 0 I (SCREWEDnAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE 1= . . VACUUM OUTLET PROVIDE NECESSARY ELEC. POWER) . 14'-O"X 14'-7" 12'-3"X 14'-T" / 3 "' I ,`'-l`:, ! RESIST-GYP. BD. (GREEN BD.) FOR ALL BATHRtOOM WALL AND CEILINGS. >v ,: _� \ (, ) , I- PROV: CEMENT WALL BD. FOR ALL TILE AREAS. .; t 8' t f 3, I 23'-6" I .'.. ;!s, f ff� . INTERIOR PAINT-TO BE"BENJAMIN MOORE! U.O.N.'ONE COAT PRIMER AND , � , � 1' .� '' BUILDING TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN, THROUGHOUT i , U.O.N. ALL TRIM SEMI-GLOSS, .. . B .{ B -E E SECTION i �. I\ 13' 9 I „i I� . . . . _. . - r @ O O - O• O _ ! I I . 3''. - . , {dr q � - -\ LAUNDRY ROOM . ' - 1 O'-2"X I Z-3" . 1- 1 E DULE R S C ..._. z DOO SCREENED IN PtJRCH -- _..-_ , _. ._ . ' I 1ST. FLOOR ( MDF BY MASONITE OR APPROVED EQUAL BY CLIENT) 1 c --- DOOR ID WIDTH HEIGHT ATERIA ANELS OPERATION HINGE ER EN / (rt 1 L. 1'-10" 8'-8" MOF 2-FLAT SWING L&R. CLOSET ` ` 1 bB 1 0' . 0 V � . 1 " MDF 2-FLAT SWING L&'R. CLOSET /� / .w f/ 2 DBL. 1-1 O' 8 $ , I 1I 1O JB f i "" ..�-' '_ G + , 3 Z-4" 6'-8" MOF 2-FLAT. SWING R.H. BATHROOM / I ,/ :_..a , 2'-4" 6'-8", MDF 2-FLAT . SWING R.H. BATHROOM ( , r :. I I o 5 2'-6" B'-8" MOF 2-FLAT LAUNDRY RM. / • I - l3 .' 2'-4" 6'-8" MOF 2-FLAT L.H. LOSET ' ( y •. 8'-8" W - ( t I � . I n J , W 7 2'-8" 6'-8" MOF 2-FLAT. SWING L.H. BASEMENT `, I D cc r. I ($S - • uj c ft 8 2'-6" 6'-8' MDF 1-FLAT R.H. BEDROOM i I W o Je S 5 (i1 W 1I'..4.Ir..I I.I�.I I '- " 6'-8" MOF 1-FLAT L.H. LAUNDRY RM. 1 I _� . /- . _ - a ..-..;. I. • 30' Q Q i u 9 2 6 26 / --I _ J _ Q � . W O DBL. 3'-O' g'-8" T.B.D. T.B.D. POCKET DtNING RM. I / I - __ __ ' . ' T B.D T.B.O. SWING R.H. FRONT OR. W/ / A. 1 3-0" 9-8 SIDE LITES. C � , _ _ _ S LL D U / I ' \ w d g .�II�I..I 2 2'-6" 6'-8" MDF 2-FLAT SWING R.H. EXTERIOR I I \ - - __ 2'-6" 6'-8" MOF 2-FLAT SWING LH. L.ROOM/FOYER f 1 I � U U m 0 .-��I�I 3 1 I O . ( .. 0 0 0 0 4 F.P.S.C. Z-6" 6'-8" MDF 2-FLAT SWING L.N. GARAGE �" , - -- ,- ur ( so ' ' 15 2'-8" 6'-8"` T.B.D. T.B.O. SWING R.H. . EXTERIOR I ,-' _ �'-10" =" W - �$ o` i > > N] ,.I_1"�-r...II..�� g 2'-4" 6'-8" MDF 2-FLAT SWING L.H. CLOSET �� _ _ I - � N N / -. (l1 17 9'-O" 7-0" T.B.D. T.B.D. GARAGE j' ro. , / . / ( / . 2ND. FLOOR I _ tV �p 8 Z-4" - 6'-8" , MOF 2-FLAT. SWING R.H. BATHROOM . 1 t �// I A E RESS ti g 2-0". 6'-O" MDF 2-FLAT SWING L.H. ATTIC (INSULATED) I \ , �,/ f / 1L.E NO.: - 0 2-O" 6-0 MOF 2-FLAT SWING , R.H. (INSULATED) . , _ �- 1i22�o3 1 2'-6" 6'-8" MDF 2-FLAT SWING R.H. BEDROOM _ _� -- �// -- 4'-e' I ___ __ DBL. 2'-2' 6'-8" MOF 2-FLAT GLIDING CLOSET - 11 _ j �' 'lI4" 1`�0�� i 3 2'-4" , 6'-8" MDF 2-FLAT SWING L.H. BATHROOM . - c . . _ B B EC�ISS rEQRLRS J , v . . DWG. NAME: 4 2'-0" 6'-8" MOF , 2-FLAT SWING R.H. CLOSET - . . L_ ..._` -- 1& D „t I, g 2'-O" 61-0" MOF 2-FLAT SWING L.H. CLOSET . . D . : . - ' - " '- " T B.D: T,B.D.. F.WODD L. & R. CLOSET 4', 68" 9' 8 8` T 3'-1O° , e 3' o g $ � IRST FLOOR L,:IVING #300M SDR OM PLAN 14' o"X 18'-4' 1 -3, e�+td►Ip�urrrq. Ir­I r_I*4..I��,�I­�I..,I��:4..1I I�1%l 1I I�.,.I.I�.1I�I I I��,..,,.�1-I�1�--�.II I,I-I�-II..I..I.4-,.I I'1 f C-,�\Ir I�-.r.II.I--­L_I.1 I III I IF�.r.;-r..�I�,..3..).1.I.,,.�.1I4 i,I.",��II�'.l c L L.l-L�IIr�_1:�1 1 I�#i-.�LLI I I.1­1.. 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I IIIII I�.I.."t-_�,.I,1-I,Il� ,.,[.w 91 ��� I.�"rI�.�..,0� ::��0"Z�I, :.,1rr 7).- 7. I.1.I A�, .... L 1.�§4 .,.c_,5I�0.1�I.L�:II�cLI�� I.. 1. -,I--*,,I.I. �.I..I.I I�. .L��I,�Ir IIII I�It cIIr... II� r^ 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES HARDWOOD FLOORING-SELECT WHITE OAK 2 1I44W., 15LB. FELT., �. AND ORDINANCES. cm (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. 0 PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED 5 P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. 2. 8EFORE COMMENCEMENT OF WORK,THE CONTRACTORS SHALL FURNISH THE SUB-FLOOR-USE 3/4"THICK PLYWOOD'GLUED AND NAILED. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL t- ,' OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND SUB FOR TILE AREAS TO BE SCREWED AND GLUED. NECESSARY DRAIN VALVES. �� WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. Z C - OF PROV. FLOOR DRAIN AND 1 O.,GAL. SUMP. O 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR,ALL"DIMENSIONS AND EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/2 COATS SATIN rr11�� N CONDITIONS ON THE JOB.THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS REF. POLY. ('1`YP.ALL AREAS) PATCH ALL AREAS AS REQUIRED) �F-IB PROVIDE FROST FREE HOSE BIBS. FROM THE DIMENSIONS SHOWN. - .p CERAMIC TILE- "AMERICAN OLEAN"TILE OR APP. EQ.TILE TO BE INSTALLED o 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND► MATERIAL SHOWN ON THE C - (P DRAWINGS UNLESS OTHERWISE NOTED. ® OVER 1/2 CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE ', � SHOWER HEAD , � M WATERPROOF ADDITIVE MIXED IN. . 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND - C) PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE. BREAKAGE, 9 = r �I1II[�I�..1.-1I�;IiI[i��1.c��:�i�iiii[[i1iI:���iItI��i;iiii:tii:�4�i!!�II�1.I�:t�����!;i:;iiIII���l�iiI.,I� �,�.�..�,'I mI�I.zI.II.Il.I 1-t..I-,..I�,I�.1..IIrI,''.I�,:I(I1(I((..I­.,.,1�r.�,I.,=-�lI�.1I.Im�.II�IG.''ft,�,I�Im��I I.�.w.r�I-1 I��...,II�ImI..,�"..1I...�.:i.�-�III-.I,�'I.�I...I�r'II�-I-I.,�I1 I� �I,I-I,..�1L'.,:�I�.I.I"...I rI.I...I.I1."..m I:I.-, 1II.II 1..­�L,II�II,I I�...I Ir.�.'.mII , COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE . M CODES. WINDOWrLEGEND : aE - o 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO I I�I I�I 1 I'I I,..I1-I�I1���L,iII�,,.1:'�II,.-r�.I I....�-I.I I�..�I I'�.��I..,r.I�",.'- �.,."1m��mI�-I.1.II I.I-,..1.�*.���_.I.1��I Ir,�.II.I I1�..I�.I.I.r.I�...I-I..ID�-..�-."...O-.-I..r.�O I..��1.L-L jI.I,I R4�IIIII.IIi;:�II I..I-.I I�..�.I I..,,I��I1 III�I,v:�-_I��I I�-I.I.I'I_r_I.I I.,I�_. NOTE:ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE c-" , 0 THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED UNLESS OTHERWISE NOTED. - INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. 9 I (') 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS NOTE: ALL WINDOWS TO'BE MARVIN WITH STANDARD MARVIN HARDWARE, w ALLOW FOR EXTENSION;IAMBS FOR AN 8"CONC. BLOCK WALL. QQ O) RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. ' a COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. ' : g . 3 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE - 24' - DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO OTW 210410 - - 0 STARTING ADDITIONAL WORK. - BATHROOM ? . �TW 2852 5'-0"x 8'-O" en 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING 3'-8" 7-4" T-2" -5'-10" 1 " ? `+"'' ©TW 2832 PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEAC)ER JOISTS AT ALL OPENINGS. F7 . - ­ • -- -- - --- ' - <0 REFER TO CONSTRUCT DRAWINGS FOR SIZES. D DHT 2810-ABOVE WINDOW i G_ 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. E�C 235 I - D CJ '. I 1. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. . 14'-2" 4, U ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE I 0j PROCEEDING. I p 1 ELECTRICAL LEGEND " Q W . _ �F NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND . I " REGULATIONS OF THE N.Y.B.F.U.AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO ' ' INSULATION . NOTES . BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. . . / c NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE " EXISTING EXTERIOR WALLS: 2"X4"WOOD STUD. R-15 HIIGH DENSITY INSULATION J9 15-2 NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL. TO BE SUPPLIED BY THE - P : BY'CERTANTIEED'OR APPROVAL EQUAL. ELECTRICAL CONTRACTOR, 16'_g" JIB NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-19 FOIL F-A. HIGH DENSITY INSULATION NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" IN COLOR 18 BY'CERTAINTEED' OR APPROVED EQUAL. O.N.O.: DOWNLIGHTTRIMS TO BE WHITE. Y NEW ROOF: R-30 KRA1=T-FA. INSULATION BY'CERTAINITEED' OR APPROVED EQ. `\ 8'-6" CRAWL SPACE:.R-19 KRAFT-FA. INSULATION WITH PRC)PER WIRE TIES NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS - / I i INSTALLED AS PER N.Y.S. BUILDING CODE. - LOCATED IN ELECTRIC PANED ,�_ ___ �' j.. NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE!AROUND ENTIRE DUPLEX ELECTRICAL RECEPTACLE I - ` , 'w f __ 24'-O" O . BASEMENT PERIMITER. i 5„ " 4GFi DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT - _E i BASEMENT CEILING: R-19-KRAFT-FA. INSULATION WITH PROPER WIRE TIES ° l `S INSTALLED AS PER N.Y.S. BUILDING CODE. *Sc DUPLEX SEPARATE CIRCUIT RECEPTACLE I �` L I e� 3 f!n W } $ WALL SWITCH $ , 3-WAY WALL SWITCH $a 4-WAY WALL SWITCH . _ - ��I�������-_�l`.I 1 1,m�_�I I,�'.,III,�.Ir,'.�;I.�L-I u..t.-,\11I..�I.-.l!l II\I1 f��0�21I.1;m;I..n�I\/I r HARD D y,r WB CEILING MOUNTED JUNCTION BOX Je WALL MOUNTED JUNCTION BOX • -CONSTRUCTION LEGEND , RECESSED DOWNLIGHT(100w) 'UGHTOUER" OR APPROVED EQUAL rl 22 EXTERIOR MOUNTED DOWNLIGHT (100" DENSITY INS LATOION TO ALL EX O REMAIN. PROW. 1I2"GYP. BD. & R-15 HIGH+.� - l II. WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED (STING EXTERIOFR WALLS. Je INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) : I " - . 6'-11" NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST ( I EXISTING INTERIOR PARTITION TO REMAIN. PROW. 1 LAYER 1/2" GYP."BD. �EF FAN "BROAN" HEAVY DUTY UNIT OR APP. EQUAL.- BOTH SIDES OF EXISTING WOOD STUDS, CLR. MINE 4" COLONIAL BASE TRIM. ATTIC '� . ' TF EXT. MOUNTED LIGHT WITH FAN NEW EXTERIOR PARTITION- 2"X 4"WOOD STUD WVALL` WJ 1/2" COX PLYWD. 1' STURAU''E ZIP EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD. 0 SMOKE DETECTOR/ ARGON MONOXIDE DETECTOR: TO BE I. SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" (GYP. BD.(SCREWED[TAPED) so HARD WIRED,TO CENTRAL CONTROL BOX - 16'-2"X 23-0" . . CLR. PINE 4"COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). �-'' { �P . . '4 Y" NEW TELE("HONE RECEPTACLE - . , . ------ . � _ , - " . - _ � � ,,.: .j ,„ -- ,. tI-I1�...­-.1,l1�1 C.�1.:���I 1,:'II�iIL1II'_I�1",-�11.".l1I.;-.L..1..,L r11�,,:�..:�-.'I;�.�;I�,l�'II��1�rIl.f,-!,��.-.l.. NEW INTERIOR PARTITION- 2",X 4"WOOD STUD WAALL WITH 1/2" GYP. BD. Q c CABLE TV RECEPTACLE (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE:: PROVIDE MOISTURE r, ! v; 24' - RESIST GYP. BD. GREEN BD. FOR ALL BATHROOM WALL AND CEILINGS. VACUUM OUTLET PAOVIDE NECESSARY ELEC. PO W I PROV. CEMENT WALL BD. FOR ALL TILE AREAS. ✓, „ .. -y..u. I INTERIOR PAINT-TO BE"BENJAMIN MOORE" U.O►.N• ONE COAT PRIMER AND .,(V "X 1s'-o" � . '- - TWO TWO COATS FINISH (COLORS T.B.D. BY OWNER :SATIN FIN. THROUGHOUT "- -. .1 U.O.N. ALL TRIM SEMI-GLOSS. ) A A C A .I.I.��..,�. .I .I� .,*.-,j.,.��.,:�.I�I�,a - ' . .�II.I. ` I - ,ram " ;r,,.�I. ,.�..I­ I��..I I.I­I�.�.�:.I I�.I. -I..I�11I.I I rII.������.I:,��,,� 0I0�,10..�.t 6-I�I -�I u"-.,..'I.04� .�"0 0.Iwa,-��U.2g.�... 1 + 'h �'�" DOOR SCHEDULE la I Vi s 01L 1 ST. FLOOR ("MDF'BY MASONITE OR APPROVED EQUAL_BY CLIENT) .@ I r - DOOR ID WIDTH HEIGHT PANELS OPERATION HINGE u, MATERIA F R N I w 1 OBL. , 1'-1 O" 6'-8" MDF 2-FIAT SWING L& R. CLOSET -- - - " I 2 DBL. 1'-1 O' 6'-8" MDF.'', 2-FLAT SWING L S R. CLOSET I - `IJB i 3 2'-4 61-8' MDF„ 2-FLAT SWING R.H. BATHROOM . , F • . / \ Q U 4 2'-4" 6'-8" MDF 2-FLAT SWING R.H. BATHROOM \ � , '� - W .g f \ , - 5 2'-8" 8'-8" MDF 2-FLAT LAUNDRY RM. \ / ` / \ . - 8 2'-4" 6'-8" MDF 2-FLAT L.H. LOSET Osn -.. •. 21 / eD / HARD WIRED h1AAD WIRED \ . r - -/ .__ ._ . _ I _ 7 2'-6" B'-8" MDF 2-FLAT SWING L.H. BASEMENT. _ � T / I r; I 8 Z-6" 6'-8" MDF 1 FLAT R.H. BEDROOM * / ._ I 3 2'-6". B'4r MDF 1-FLAT L.H. LAUNDRY RM. r . - . �� J iU � " r j� O OBL. 3'-0" 8'-8" T.B:D. T.B.D. POCKET DINING RM. I 2„ ` - ' f : L W , I �' Q FRONT R. W/ W 11 3'-O` 6'-8" T.B.O. T.B.I . SWING A.H. SIDE LtTEs. ^ ^ LL 2 2'-6" 8'-8" MDF 2-FLAT SWING R.H. EXTERIOR J /; I C " 3 2'-6" 61-8" MDF 2-FLAT S#WNG - L.H. LROOM/FOYER ; "/,. I . .� ,q :: . I I a . ., 14 F.P.S.C, 2'-6" 8'-8" MDF . 2-FLAT SWING L.H. GARAGE . U U m i- . ,�/ O O H 1•" 5 2'-$" 8'-8" T.B.D. T.B.D. S#WING A.H. EXTERIOR Tom'' ,; . W W 6 2'-4" 6'-8" MDF 2-FLAT SWING L.H. CLOSET D 3 ••" - - 4 ," j „' . . 17 9'-0 7-0 T.B.D. T.B.D. GARAGE 2 I I I 1 N T" ;"w fl w a N g , 2ND. FLOOR 18 2'-4" 6'-8", MDF 2-FLAT SWING R.H. BATHROOM OP L�IOTO D p 1 ATtiC BE W 9 2'-0 8-0" MDF 2-FLAT S>W1NG L.H. (INSULATED) r ^ ~ ti ATTIC _ O " . 2'-0" 6'-0"" MDF 2-FLAT SWING R.H. I ` (INSULATED) - FILE NO . --- - HE 2CP 'CUR . 1 2'-6" 8'-8" MDF 2-FLAT SWING R.H. BEDROOM 1 - .01/22-03 a. - _ Y - - DBL. 2'-2" . 6'-8" MDF 2-FLAT GLIDING CLOSET r e , a, '. 3 Z-4" 6'-8" MDF 2-FLAT SWING L.H. BATHROOM IIL , I 1/411=1 foil 4 2'-O" 6'-8" MDF 2-FLAT SWING R.H. CLOSET I. . BATH ROE�IM STUDY DWG.NAME: + 5 2'-0" 61-0" MDF 2-FLAT StWING L.H. CLOSET ' 8'-9"X 14'-0" f 12'-0"X 18'-O" . . ; ®6 3'-0" 6`-8" T.B.D. T.B.D. ' F,:WOOD . L. &R. CLOSET U7 F D� SE�,+C�IVD . �IIIIIIN 1 A. 6 . . . -I r.I I.mI..-..'I II�.I:�.�.mI�I.I-I-.­1�,I I\._.,.r�',rI�I I�I�I,­_�',...� o.�III�.�...-�I�.I-1 I-­�I�.I L�LI��.�I Ir)..��-.r 1L.I�L I-­��.--II.�4�,II��.t,II L­�.I.�I I�..�.-L­.-�,\�.I,I.I..,II,I...�..,...I,.I�,.I L-4 II,I-�,.(I.IL.I II,-��.. �II,T_-I I L�.III-/II.I,.I�.­�1.-�.��.,�,II I_-_1.�I�._�L-.I��I�.,I-�II­-�-I--I-�I���-_.r�1'-I�4I II r�Ir 4-�I'.�I�7',I- 4-I.�..,'.��L,,-_�-I�lIII,I I.1F�.',_.A,.AIL-I-,.1 4�.I,I.�-.I�I,.,N /k I_,lI�,)..�I�.I.LI I-I�.I-...�I..�.�IE.-.,l,.�r�.�I ��I),I,-L 11 r_�,.I.�I-r�....2I I�.I'I.II�:�,r..I I�-.,II.A�I-I-L..".�:II-1I I I m 0 I. -�m�* I...I.L�.-r��I.�I,..I'I��.I..r.�.�.I -.I.-�r-..m7O�,I1 I�-L-d-II� I l-I I.��.,�i_IL...l.7­I_"1�.I��.,..­�I�,�I��.l...I I��I�f m�-.�III,;'III.l-.,r)..I.��...�),.I:..,,�I,"-I.I�I��II I.��.'rL-I..,.III I�I-.I..�.I_1�I.. �-I-�I�.IrI-�.I�I�I r I.�I_III I_I:__r.4..��1_r�I�1II,_-,.._I._,.�T�..­I.II r I-IL.I��1.II 1-��-..--I.I,.�II.-.L._�1 I­I�.I 1T�:���I I&_I�-.I.�T_L.­��..L,�.L.1.1 I I�,�I�­I�I..1 I�1.'.I1:.��.I..1�I 1.-.I,IIII II.*�.III�._r�I�,-I.­��.1I.....I�1.r1�I 11'I.L II.I I-I�.I.�I..I I1..��.�I�'I�I�I.I,I-I I-"IIL�,.--I---�m,.,._1'...,1I�.:I,I-�.�1.-��_��1,-I.A I:.­�...�..,�'I1r�I-I,J...I.I.I��.1�I-_�.����-'.I'�r,���,�,,I I:.,'. �r"��,,I'L.��...I�.,..,�,I.!,:;L,�1-ri�­��I`�,-.�',1,I I i,­,�­L.I_�,,1�II�,�'lL 1I.I�I�I .�1..1,�-.1I­-,.�I1.,I�1,',I.L"-�-.-,�,I4.�lI�I�,��..��_t:...�I.r,I.I�"�I.��.�--I�1I�I.I�,,I.,,.�.1I­'.1.'�r I�I.1 4,�7.�1:I.,..�II'��1�.,-I II��r"I.�7 I-I,I"1`L\t,L.I����:I��.,�r i_Ir4 1'��,I,,I�I� .II',LI I.I-I I�.L I i*I l.I:..r I,Ir.���.�.-�-�r II I�.,I1.*L.".�I 1,I.���:�:�I ..I.V�I-,�I I.:d,�*�.�;I:�.I.��1I�.�L���1�-I I.�.­�.�,I',�LI.­.�,.III...4�I���.�.2��m.'.,�._.1....II.,I r.iI,..I ­_�I�I�I S.�.�.­I.I 1'II-I.�I I�I...I.T'I.1�,'.r"11m11��I1",I�.�.I�.�I-�'.�L-*I.:1.II I.��41.1Im I�Ill�I--.-.o I-��-wI.�I��"��II-I�.,I...I.��rL-i.�.I�I�l I 1��I-_I rI.�I..�..1. __w�1,I mI:_I I.IL.;I�I f,,_I Kr I�I.LII��.-� ..r�L m II II.I.I.III. rI I...I I.Im��I.I1 II I m m1..I.,I.�I..I 1 1�I II.-.I I�I1,IL."_�r..�� ..�L I�.I.I.I.�r..L I�.II II...II..�III I�.I�I I�1Ir1...L.�I I.-I I.II.I.I r�.II I��,1�I�I..I"II I I.I.I.������I.�Im��I.I LI.�I-.I.IIrL.I.. I,.�...�.IrI�I 'I�LI..I,rI I..�,Ir .'.�,�III,....I�II..I,��.I I-� I I I.�.I�...I�I.,.r­. I..��.�1 A. .����'�*!' �u �Ih�`,��,,, FLOOR PLAN . I-.'I.I\1. . 1 th ..,\/r,..I 1�,m 1 II.I.�:,� �I-L�.I l.m II i.I I/.'.,L I/.rZ.�-I­I-m.L.'I���1,�,,1�i.-I���I II I.I.--I..II r mk II,I�I, .II I I..,�,1I 6-�R.�--I�.�.-.I.;,.I� I,,I�,r�.r-1LrI1.I.m�.I.��.-.p���� I I I­.�I�. 3 DWG. NO.: I-II�.I-.I..II��Imm.Ir II,I�.I..I I JII..I.I,o/I.�-I'aII I r-I.I..,I..I.��I.���...-4I i.L II.I. - . - ' 1 . �a v y. . . !�niN oa� ± , . . . ,SE 1NF -��C t�� ,� � 0 2 D LOOR �, �,i I�I j x - / I�AAeeRC66Rl. -i, .. • I. I . 8810 SCE. FT. a , , . . I' { , l . ,.. .. .a .., ,z _ u.-. ,.. .a..W..... u ,.�v.+,e __.t ...- n...,v4, ..ra ._ar ar.. .,- i .rt• - .. - s .. .,Sr_.� - U Col NOTE: GENERAL CONTRACTOR SHALL o a VERIFY THAT THE HEIGHT OF o OF THE STRUCTURE SHALL NOT n a � EXCEED 35'-0" AS MEASURED BY SOUTHOLD TOWN. IF THE HEIGHT o `� AFTER FRAMING THE SECOND FL. a �, MEASURES HIGHER, ADJUST ROOF O CDPITCH AFTER NOTIFYING THE ARCHITECT z 0u OF THIS FIELD CONDITION. ° `u N O U o a= U f f W{- i . ' W � DBL. 2" X 12" RIDGE BEAM k Uo CONT. RIDGE & HIP VENT BY "COBRA" �PROV, R-38 BATT. INSUL. k z OR APP. ECG. (TYP. ALL AREAS) ALL ATTIC AREAS. (TYP. ALL) W 2"XC 12" C.J. @ 16" O.C. DBL 2"X 10" 1 tID B fvl _ W rn Z VJ PROV. 5/8" COX PLYWOOD R-21 HIGH DENSITY FOIL ROOF SHEATHING. (TYP ALL ROOF AREAS.) FA. INSUL (TYP. ALL AREAS) W _� 5/8" GYP. BD.ON ALL 2" X 10" RIDGE BEAM PROV. 40 YEAR "GAF"ASPHALT EXPOSED AREAS (Y" ROOF SHINGLES. (TYP. ALL AREAS) 2" X 10" R.R. @ 16" O.C. LLL OVER 15 LB. FELT. PROV. "WEATHER ' I WATCH" UP 2'-O" OF ROOF EDGE. P OV. R-21 BATT. INSUL. IN FLOOR W # PROV. 1-3/4" X 11-7/8" RIM JOIST (TYPICAL ALL AREAS) TGI PRO 350 1-3/4"X 11-7/8" F.J. 16" O.C- J TGI PRO 360 1-3/4" X 11-7/8" C.J. 16" O.C. PROVIDE 6" CONT. ALUM. GUTTERS ILL I I I I I I I IN, AT ALL ROOF EDGES INCL. THIRD DBL. 1 3/4"X'1 1 7/8" MICROLAM FLOOR ROOF DECK. LEADER PROVIDE DBL. F.J. 2"X 10" C.J. Ca? 16" O.C. ABOVE ANY HDR. (TYP. ALL) LOCATIONS T.B.D. PRO.. COAT. UNDER PARTITION ALUM. DRIP EDGE. (TYP. ALL AREAS) ` - F DBL. 2"X 10" HDR. - PROV. 10" 'AZEW TRIM OVER 5/8" COX P. ALL PLYWOOD BLOCKING (TYP. ALL AREAS) ) DOORS , ALL) 1 WINDOWS ABOVE (TYP 5/8"GYP. BD.ON ALL s W PROV."AZEK" TRIM W! 1"VENTED SLOT EXPOSED AREAS .M� L (SCREENED). TYP. ALL ROOF AREAS. / 1 5/8" F.C. GYP. BD. ALL EXPOSED 3/4" PLYWOOD 2"X 6"WOOD STUDS W/ 1/2" AREAS. - ?' SUBFLOOR COX PLY. SHEATHING. (TYP.) Q TGI PRO 350 1-3/48 X 1 1-7/8" F.J. 18"O).C. W 2"X 6"WOOD STUDS W/ 1/2" Li u DENSITY COX PLY. SHEATHING. (TYP.) TGI PRO 350 1-3/4" X 11-7/8" F.J. 16" O.C. R-21 IGH 2"X 10" F.J. @ 16" Q.C. FOIL FA. INSULATION O O � R-21 HIGH DENSITY FOIL C FA. INSUL (TYP. ALL AREAS) a PROVIDE DBL. F.J. 3-1l2"X 11-7/8" FLUSH 3-1/2"X 11-7/8" MICROLAM UNDER PARTITION MICROLAM BEAM n HDR. ACROSS OPG. IN �•L 2" X 6" CCA SILL PLATE W12 X 40 FLUSH { FOUND. WALL. STL. GIRDER ( I I Z W ANCHOR BOLTS 4'-O" O.C. PROV. R-21 GATT. INSIUL. IN FLOOR (TYP. ALL AREAS.) 2"X 6" CCA SILL PLATE F O W a ANCHOR BOLTS 4'-O" O.C. � 8" P. CONC. FOUNDATION 3" P. CONC. SLAB ON t"TYP. ALL AREA WALL W/ C. X U D. FIGS. CLEAN COMP. FILL �- � W 9' CEILING 8" P. CONC. FOUNDATION p (TYP. ALL FOUNDATION.) WALL W/ 1'6"X 1 O" D. FTGS.` 4" DIA. ST1✓tUCT. STEEL � (TYP. ALL FOUNDATION.) ' V6" X 10" D. FTG. ON COL. BURIED IN FTG. CLEAN COMP. FILL (TYPICAL ALL AREAS) W s 4 W 4 P. CONC, SLAB ON CLEAN COMP, FILL W fI O LL PROVIDE W.W./12 MESH PROVIDE W.W./12 MESH W W 0 ►� 2'-0" X 2'-0"X 12" D. Q Q LL tl g P. CONC. FTGS.(TYP) h O O d -L- LL W c Zi 4` ( J` W W � m J J J o 0 o p BUILDING SECTION W W W w 00) V) fr W O N O O i i to .- CO N �+ j U) m IFILE NO.: HE 3BS CUR 01-22-03 DWG. NAME: BUILDING SECTION �*��e\\11111�BtpNllld�� �13a`V ��� DWG. NO.: t� to �, . . A, 3 1 PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION (REFER TO TABLE 1609. 1 .4) PANEL Sl,-F-i WOOD STRUCTURAL.. rANELSWI`TH A MINIMUM THICKNESS OF 7f16" AND MAXIMUM PANEL SPAN OF 8-0 i REF, TYPE AND OF SCRF\(%'S FiT '3,HAI__I_ BF PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS 79'8 SCREWS 6:�- 16" 0 C I "A" 3' 6" X 4-2„ VERTICAL - 6 HORIZONTAL 4 SHAt-L. BE PRECUT TO COVER (;LAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. C C gk *8 SCREWS (a, 12" C 7, X 3'-6' (REFER 1_0 SECTION 1609 1 .4 ABD 1609.6.5 AND TABLE 1609.1 41 VERTICAL - 14 HORIZONTAL- #8 SCREWS 7-i)" X 5'-8" i VERTICAL - 10 HORIZONTAL 12 TABLE 1609. 1 .4 tz C) *8 SCREWS 16" 0 C O VERTICAL - 6 HORIZONTAL- - 8 #8 SCREWS 12" 0 C WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS E" I G-2" X 4'- 07- z VERTICAL - 12 HORIZONTAL C, E L V-0" PANFt_ 63'-0" - PANEL X 3"F" 4 F A,,TL-PIER TYPE' #8 SCREWS 16" O.C, PANFI_ SPAN - 2'-()' PAN - i VERTICAL - 8 HORIZONTAI. 2'-0' SPAN - 4'-0" SPAN - 6-0" SPAN - 81-01, j cz �c wH SCREWS r,!, 16" 0 C "G" 7-10' X 5'-1,-) VERTICAL -14 HORIZC)rJI,I\L- - 10 .1 f3 16 12 w 8 SCREWS 16' 0 C. cz VERTICAL - 4 HORIZONTAL - <<' -- L. _ -- _--:__._._-------------_- U Z 8 SCREWS (r: 16" 0 C 1 1 fta V*li(DOD Sclil "A'S 16 16 16 VER'T'ICAL - 6 I­IORIZ0f,,ITAt_ - -1 i ',k n k MY Y, N PANEL LEGEND '14 (REFER TO TABLE 1609. 1 ,4) PANEL GIZF_ !TYPE iWAC) OF ��,( REIAIS -------- R F,F 7- i4i_ _)tAlAI -4 x 11 81, VFRI K-Al 6 HORIZ( #8SCRFVvS ,'cr 16' 0 C �i X 4 -0' ERI IC'At Fi()RIZ0NT,-),,l 4 S &H SCREWS C 2 0' VERTICAL - 6 HORIZONTAL 2 #'8 SCREWS rt-,, 16" 0 C, 3 -8 x F:, -8 VERI ICAL_ - 6 1­10RIZONTAL 8 8 SCREWS 12' () (7, 'N' fj-6" X 4 -0' VFRTIC'AL_ 10 HORIZONTAI I," i 0 _ - Lli . - z � - o' 7-, - : : - _ _ - y- - :_ _ - --------- z _ _ _- - : 7 T_ Lli rr V X 'B' 'B" >v, 4% - • - EAST ELEVATION- z z O W Cc . n G > > > Lij W 1 ul cl 0: L u_ L LLI Lu w J CD m 0 c c U UJ co co JA LLJ .7 i FILE NO.: HE ELE\/ C't,I R ------------- 8-8-02 K K�� V Tj "H' 11411=7- 11011 x "K"X 'N" fi X . . . . . . . . . . . . -�x :x,­ "X, • NAME - .�� �*� I DWG 'F" X" 'E' 0 0 WOOD PANEL % . . . . . . . . SCHEDULE L ttl DWG NO : it 02 A . 4a Fill, I I Or- j WEST ELEVATION- V W rn z ►7. N I h�1 C) C v y 04 j I T_f r . 12 u oc T 10' VAT .F 1'+/- 2ND. FL.CEILING -- -- - - ----- - --- ------ ---- - -- - �__= T - ; N O\ 71-8-1 TOP OF '•, ` \ \ WINDOW TO GRADE 1'+/- 2ND. FL. DECK ---------_....-__.___ __.__.----. ___...----- _ �_-.__ � 2 6 11 — _ — — _ _ — _ _ _ C.H. Ej. GARAGE ,sTTL HEIGHT Y 0 1 ST. FL. DECK W W z -. LT NORTH ELEVATION J jam' ---- - PROV. 40 YEAR "GAF" ASPHALT __ _--__ -- . ROOF SHINGLES. (TYP. AL_I_AREAS)) 0- -- - -____-- OVER 15 LB. FELT. PROV. "WEATHER WATCH" UP 2'-0" OF ROOF EDGE. 10, VAT T-" k 1,-11 1Trr 0 ,i i 1 1 _ i -- -- �,,�,. -`tom.- ------_•__ _ __._...___..._,..�_ ..._.__ ..__ —.._. _ U Ww III W Fi __ (y /�•• _ _ ---------__ _ ____ _ _ _ _ _ _ _ _ _ . _ _ �- _- �:. - _ � ❑ ❑ cam � � o ' P EXPOSURE VINYL SIDING IMPRESSIONS BY "CERTAINTEED" OR _..._.-- _ - __ APP. EQ (TYP. ALL EX1. WALLS) C OLIJ O N N FILE NO.: HE-ELEV_CUR 8-8-02 SCALE: SOUTH ELEVATION DWG. NAME: I ELEVATIONS ED�,��►,tat l m e��r�prgyed" 11 110 DWG. NO.: -0 fit A . 4- 1 O�d�AAPPa,. 1 I - PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION I 6 LS i I (REFER TO TABLE 1609.1 .4) u I PANEL SIZE WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7,/16" AND MAXIMUM PANEL SPAN OF 8'-0" 5 REF. TYPE AND # OF SCREWS WIDTH HEIGHT � I SHALL RE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS- PANELS i #8 SCREWS rc�) 16" O.C. ! "A" . . 3-6" X 4'-2" VERTICAL - 6 HORIZONTAL - 4 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. l 1 R j #8 SCREWS CrD 12" O.0 _ REFER TO SECTION 1609. 1 ,4 ABD 1609.6.5 AND TABLE 1609.1.4) VERTICAL - 14 HORIZONTAL - 6 � I #8 SCREWS Ca? 12" O.C. ! C VERTICAL - 10 HORIZONTAL - 12 7 0"X 5'-8" TABLE 1609. .4 F- U #8 SCREWS 0 16" O C. D VERTICAL - 6 HORIZONTAL - 8 6'-8" X 4'-2" #8 SCREWS (�? 12" O C. WINDBCRNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS E "E VERTICAL - 12 HORIZONTAL - 6 6-2 X 4'-8" 7 i a i #8 SCREWS (ED 16" O.C. PANEL SPAN < 2'-0" PANEL 4'-0" PANEL 6'-0" PANEL p Q VERTICAL - 8 HORIZONTAL 4 5'-8" X 3'-10" FASTENER TYPE - 2'-0" SPAN < 4'-0" SPAN < 6'-0" SPAN -: 8'-0" � I #8 SCREWS (P 16" O.C. G VERTICAL_ -14 HORIZONTAL - 10 7'-10" X 5'-9 1 1/2" #6 WOOD SCREWS 16 16 12 9 w #8 SCREWS C�D- 16" O.C. N H VERTICAL - 4 HORIZONTAL - 2 ;i-O" X 2-.3 � U c ^ i #8 SCREWS C� 16" O.C. 1 1,12" #8 WOOD SCREWS 16 16 16 12 I s 1 VERTICAL - 6 HORIZONTAL - 4 3' 8" X 4'-2" U '� N PANEL LEGEND i (REFER TO TABLE 1609.1 .4) 12 s� PANELSI7_E ` Tyr ._-_.Lr - --- --- - - - - REF. TYPE AND # OF SCREWS 10, WIDTH HEIGHT lam' 1 I � 3' 10" 1 •#8 SCREWS (q) 16" O.0 . VERTICAL - 6 HORIZONTAL - 4 3'-0" X 4'48" #8 SCREWS Cz 16 O.C. 3' O" X 4'-0" 1' + - 2NU. FL.CEILING —" --- "K:, / - VERTICAL 4 HORIZONTAL_- 4 ------ _ - — - _ - - - .- _ - _----- -._..... . -- -- --- __ _ _ _ _ -__._ -_...- --- ------ - -_ _--�_---- -- #8 SCREWS (,-? 16" O.C. VERTICAL - 6 HORIZONTAL - 2 ------- #8 SCREWS Op 16" O,C. — VERTICAL - 6 HORIZONTAL - 8 #8 SCREWS Cf? 12" O.C. / ----..__._ _.____ --___—__ _.___-- _ _ ---__---_-_.._._.. _.--_--•_-_ „N:r 6'-6" X 4'-0° ,' C. H. I VERTICAL - 10 HORIZONTAL - 1;' g' __. __-_.__-._. .__._.. __.____ — - -- _ TOP OFC.H C WINDOW W � 24'-01' 11AL TO GRADE --- — — — — — _ , — ,� 011 2 6 _�____ _- 1'-t / 2ND. FL. DECK ___..______-____-. __ ._ ...___•_---------- __._._ - -- i a - ui "r: 81 C.H. i GARAGE 1 ST FL HEIGHT I , —_ _ ' j I I 1ST. FL. DECK - - - -- - - -- -------- - I r ! — -- — — — I V i i N O ', TH ELEVATION a o on Z I W rr f ' cl a. I PROV. 40 YEAR "GAF" ASPHALT --. .-._._ _-- --...____._- --_---- WQ ROOF SHINGLES. (TYP. ALL ARE. OVER 15 LB. FELT PROV. "WEATHER g r WATCH" UP 2'-0" OF ROOF EDGE. v I F _..._..._.. ___ W 10 -- - - » - - ..._ . .. 1 � i w W _ r _ i _ y H •r. o I _.._ 17co , El - - - - - - 11�11 ____ ___ ___ - - a __ _ _ _ _ _ __ _ Cc ___- _____________ ___ _ ______________ _ _____ _ _ ________ _ _ __ _ _ _ __ _ __ __ __ C) v -- -- -- uj S ----- co • _. .. ----- - _ FILE NO.: El E]- -- - - - -- -- -- --- - - Ell H .UR ----- --- --- --- -- I /-� - _ S-S \l2 - — , ED" OR PROV. 6' EXPOSURE VINYL SIDING ' x — IMPRESSIONS BY CERTAINTE APP, EQ (TYP. ALL EXT WALLS) 4 = O H — — - k I DWG. NAME. .w. WOOD PANE -- -- - SCHEDULE Rift" IIIIIIJ DWG. NO.: H ELEVATION � SOUT _ • � 4 1a { oil cap- to�� 1 i /relr...e�nre4AR��a� � i a ; 0 1 r • W 5 � Li i � N In z o s U }� m { oo [() 1 O , t U N ! - U N O I--■I ¢ l t Ui •.-. - - - - -, - - - - r---r I i I I 1 Lo ! ral PRO 360 1 314•x 1 1 7,'P•— 1 -.. �+X C .. Ii ! I F, Cw 15,O.C.(TYP.) 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I it 0 �II b 0 I � h i i `� �� I b 0 FILE NAME: ! it �I � , I I' I, !. � 11 II _-- - _ ------ ---------- —__ __ ---- -- -- I I HE FRACUR __ — - --- _ — 1 ri it , SCAL E:v ,I I , _ 114" 1 rp,: - I SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN DWG. NAME: FRAMING PLANS 1 71 i ® DWG. NO.: ' 1 #fix moot e I I l WALL STUD (2) 2" X 12" RIDGE BEAM KANT-SAG LSTI22 OR SIMPSON LSTA21 STRAP WITH STRAP REOU RED FOR 16'JOIST WALL STUD DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER). W c , — BOTTOM PLATE j Z (U BAND JOIST 1 SCREW THROUGH BRACERi U ATTIC AT EACH FLANGE INSULATE WALLS. i TWO- MEMBER FLOOR SUPPORT BEAM i INCLUDING I 0.75"X 33 MIL THOSE NEXT TO f 2" X 1 O" RAFTER (FLUSH) PILE CONNECTION OF WALL TO FLOOR FRAMING UNCONDITIONED I SIMPSON LSTA18 STRAP' WITHCD (12) 1 Od FASTENER. u C I SPACES. INi ;I ; SIMPSON LTTP 7 CONNECTION OF BAND STRAP ((12O JOIST 1 1 SUPPORT i (� y N CONNECTION OF RIGDE BEAM D3 j z TO ROOF RAFTER C r BAWL `.SPACE. A EXAMPLE CONNECTION OF WALL Dn >✓ M �� (EXAMPLE) 1_J V TRUSS BRACING Q ' TO FLOOR FRAMING. A 6 I (MTS12) I X- BRACING75 (EXAMPLE) TRUSS/RAFTER I EXAMPLE ° - I !___ - ---- ._.- _ .__--_---�_-_.-_-- ____�_,._____ _ _-- _-_-_._. _ _.____._..-..__-�--__..._-_ -�__-_ _ ---_-� —______----___-_. _._.--;--___ _�_.-.__-.-__._ ._ TO TOP PLATE ( ) A 6 a N 1 CD R 00 F ' 1 (R } � � c �,,, LOCATION OF WALL INSULATION D 1 TRUSS SHEATING TO I 2 xs I N TOP PLATE. WALL I (EXAMPLE) A. 6 i , a STUD U j I CONNECTION OF WINDOW , I ' i WINDOW HEADER TO EXTERIOR WALL. WALL STUDS (3} 2"X 1 O" j ! HEADER SIMPSON LSTA18 STRAP WITH STUD TO STUD Q (12) 10cl FASTENER. j {� (CS1 ,6� F-- it LLI I DOUBLE ���. \ �I I 10d NAILS OR i 1 i STUD TO HAND JOIST 1 \ d5 TOP PLATE + 16d SINKERS 3" O.C. VERTICAL , (CS16) I 4" O.C. HORIZONTAL i HEADER ANCHORAGE 1 D/ ! I 2"X6" ty METAL HURRICANE JACK i (LSTA18) Lil STUDS STRONG-WALL I CONNECTOR _ ! SHEARWALLCALAT i �'� !,. WALL SHEATING � ACH CORNER) ! C i I I 2" X 8" BLOCKING ! CONNECTION OF WALL SHEATHING D7 r CLIP ANGLE (BOTH SIDES OF a PROV. 11 7/8" BOX BEAM CONNECTION) MIN. LENGTH s JOIST (2) 2"X 4" TOP PLATE i CONNECTION OF TOP D4 TO STUDS AROUND WINDOW HEADER i PRE-ATTACHED WEB DEPTH MINUS 1/2" W A PHD6 WITH SILL PLATE TO I WALL PLATE TO WALL STUD. 0 USING USPO FARING (EXAMPLE) IA SDNERs x 3 ° Q I t r PLATE FASTENERS (HBPS/LBPS) SILL PLATE TO 0 O i BAND JOIST FOUNDATION (BP) }- WALLL FLOOR FRAMING -­4' U 2" X. 1 O" RAFTER I STUD i FOUNDATION �+ a WALL + USING USP BEARING 8 SCREWS (4 PER LEG SHEATHIN i i I PLATE FASTENERS OF CLIP ANGLE) W RAFTER BRACING MTS12 STRAP (HBPS/LBPS) (3) 2"X 10" �j '�i COS HIN CONNECTION WINDOW HEADER 1 I WITH (7) 1 Od X 1 1,2 FASTENER WINDOW �� �i TO STUD AND RAFTER. HEADER d� TWO- MEMBER FLi00R ii SUPPORT BEAM I CONNECTION OF WALL ! PILE CONNECTION OF FLOOR FRAMING 01 HEATHING TO 2"X 6" STUDS TO SUPPORT BEAM. SIMPSON LTS12 I �` 1 STRAP WITH (12) 10d X 1 1/2" FASTENER I METAL FASTENER SCHEDULE D JOIST TO HEADER JOIST INTO FLOOR JOIST AIND SUPPORT BEAM ! n + JACK A. 6 (EXAMPLE) A 1 STUDS 1 ! BIRDSMOUTH CUT D2 ! j 1 I -- i CONNECTION OF WALL SHEATHING D5 CONNECTION OF FLOOR FRAMING pg ; - LOW END OF JOIST ONLY A 6 (EXAMPLE) ��_ TO WINDOW HEADER A 6 T0 SUPPORT • ! (EXAMPLE) I (EXAMPLE) M i ' i .f 3.5" MIN. EXTERIOR J �k t I ' INTERIOR INTERIOR ' I GRADE GRADE e F ! GRADE q n 41 ° aL j3.5" MIN. J r4m W 14 a G V J P P n J L P 11 i a w Z W d a 0 W FIELD APPLIED 2"X 6" TOP PLATE .4 it ! FLASHING ! --- -------='--- 2"X 6" TOP PLATE MONOLITHIC SLAB WITH �/�/ W U I i INTEGRAL FOOTING W W i FLOOR JOIST GROUND SUPPORT SLAB BASMENT OR CRAWL SPACE BASEMENT OR CRAWL SPACE 1811MIN. FINISH GRADE SLOPE, ! WITH MASONRY WALL BASEMENT OR CRAWL SPACE w MIN PER FOOT, MIN. 6 FT. FROM WALL AND SPREAD FOOTING WITH MASONRY WALL AND WITH CONCRETE WALL AND WITH FOUNDATION WALL SPREAD FOOTING SPREAD FOOTING ! w ` BEARING DIRECTLY ON SOIL 0 • I .. _ _.. - _ _ _. —_. 6 MIL. � L •L W 1 POLYETHYLENE FILM 4, j PRESSUR PRESERVATIVELY i W W i' —TREATEI2" X 6" STUD WALL I 0 W 4. W' ! 1 FLASHING PER ' n i. j W PRESSURE PRESERVATIVEI-Y SECTION R703.8 0 I ' r TREAYED PLYWOOD ` SLAB-ON-GROUND FOUNDATION FLOOR ~ ?I u y PER SECTIONS R403.1 AND R506 w II w y w x y PRESSURE PRESERVATIVELY i }` - L y 4 TREATED 2"X 6" BOTTOM PLATE SLOPE FINAL GRAD3E I I FOUNDATION_- 0 o I. PER SECTION R403.3.2 d X ° °q PERIMETER w I� ° 4 ° N '\.✓ .v J- .y - 12" o a L O 1 MAX. Y q ° ° FILE NO.: 1 I PRESSURE PRESERVATIVELY ! -- -- I A a INSULATIO PROTECTION DETAILS-CUR %i TREATED 2 X 8 FOOTING PLATE i ° PER SECTI N R403.3.1 ' 1-19-03 \ I l u G a i it a L : 6" GRAVEL OR � 12 I li \--BELOW FROST LINE j CRUSHED STONE MIN' A VERTIC WALL 1141,= 7'O" 9 4„ I ° aINSU ION DWG. NAME: - I ' 4� i C 4i _ l CONSTRUCTION ! !; I I DETAILS I " HORIZONTAL INSULATION DWG. NO.: NOMINAL 4 SCREENED AND WASHED GRAVEL OR CRUSHED STONE, B A � PERMANENT VVOOD FOUNDATION DRAINED PER SECTION A. 7 'AA INSULATION DETAIL CRAWL SPACE SECTION HORIZONTAL INSULATION PLAN 0 I I FASTEST MILE WINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) U PRESCRIPTIVE DESIGN TABLE 3.2(AMERICAN FOREST&PAPER ASSOCIATION PRESCRIPTIVE DESIGN TABLE 3.3(AMERICAN FOREST&PAPER ASSOCIATION RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR W U I 90 100 110 120 90 100 110 120 CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3.3(AMERICAN FOREST&PAPER ASSOCIATION) z Nr lJ L S U L S U t S U I. S U' L' S U L• S U t_' S LJ' L' S .. CONNECTION NUMBER ROOF SPAN RAF'SPACING RAFTER/TRUSS ROOF SPAN OF (FT',) SPACING(IN.) (FT.) STORIES- REQUIRED CAPACITY OF CONNECTION(LBS)' ' REQUIRED CAPACITY OF CONNfF_CTION(LBS)"' T� � � 1/2'ANCHOR BOLTS `v) 12 50 402 92 402 139 402 190 402 12 145 143 210 198 17(i 210 256 213 210 256 2.54 210 I _ - --__ __ FASTEST-MILE WINO SPFED 6y 16 77 ? 129 �186 250 ---l-- 16 -`- --- 1 - 243 316 j 316 (MPH) m SILL PLATE TO _ _ -__ ---- I --- ---- ! O ., CD FOUNDATION -20 _- - 103 1 I 105 234 310 20 2Y?_ 289 375 375 90-7 100 110 12(1 i z Ln - 1 2a 130V { 202- 282 370 + (CRAWL SPACE OR + __.-___ 24 245 335 !�1 _435 f�i 435 RAFTER/ WALL HEIGHT MAXIMUM ANCHOR f30t-T O O BASEMFNT) - - - 26 "' - 157 239 330 430 28 279 381 1 V 495 I 1 V --495 CEILING JOIST (� ) SPACING (IN) V >4 � SPACING(IN.) N 32 184 1 2711 378 490 - 32 312 428- -555 I 555 Z - 36 211 313 426 550 ! 36 346 474 615 i 81b 20 - 58_ 681 264 681 206 681 291 681 --``- -12 ----- 193 191 280 264 235 280 341 284 280 427 339 280 3 3 3 V c ! _- -- 24 - -- --- 89 3?5 260 { 358 16 - -2 I 325 421 i 526 D N �) -----?8 119 386 314 426 20 282 f 386 j 500 j 626 z en c:) 32 --- _-_-_ - 149 A• 447 A 368 A• 493 i 16 24 327 447 580- i I -726 N. N. •I 16 e 3 3 3 3 W 2 O 36 179 509 422 561 -�� 28 371- I 509- I _660 I 1 826` 10 3 3 4 �` (_i 28 81 O 163 60 - 297 422 960 -- _-32 _ 416 b70 740 -927� OI J 37------__-._. 1111 230- 357 ! 497 i 36 461 632 820 1027 V N Q/ 36� 148 276 417 I 572 12 232 229 336 316 282 336 410 284 280 512 406 360 D 8 3 3 5 " U 12 50 143 421 92 176 421 139 213 421 190 254 402 16 2 �1 A BOTTOM ---_�_--,_-LL_---- ----- i �- i 339 I 463 605'� `751 10 3 4 g a N I ELATE TO 16 77 129 186 250 20 i _ - d pM H -- - ---- _---- - - I - - ( F, ,� �t _ 1 i FOUNDATION 20 103 - 165 234 310 i l_ 24 - 392 - 537_ f�1 696 1�t 871 I --- - 1 V 1 V Q 28 446 610 702 -992 + Lij 1 24 130 ! 202 282 370 • 100 BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8D COMMON NAILS. (SLAB-ON-GRAD - 32 499 ( 684 888 1112 ° WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL ■ - - 28 157 I 239 - 330 430 I ( OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. 06 -32 - -- -184 27e> 378 49O 38 Y 553 1 758 -984 1 1232 • TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED l I TO A 2 X 6 TOP PLATE. (J + 38 211 i 313 428' S50 12 290 286 420 396 352 420 51? 426 420 640 608 420 24 58 43 421 128 76 421 206 13 421 291 254 421 16 3 I - 487 I 631 ! _789 bi bi ------28--- ------ - __89 i i - 1 70 i 280 i 358 I I -.� 20 _ - 423 I I -579 I 751 939 I E 1 2 --__---'32�-_�.--- --119 211-- -314 + 428 I 2 _`_.-.--- 24_ i_- - 490 j 871 870 - N. -1089 I j 36 149 + N I 253 N 368 N 1 493 i 28 - 557 ! 763 99( 1239 Z_ -253 I 1 ---_-----_ -- 179 204 4?2 j 561 - 32 - -- 6?4 I \1' 855 l I 1110' 1390 28 81 143 42 11T3 176 4_ 297 213 4 4?_2 254 980 36 - 691 947 1230 1640 -�_ - -- - - - --- SILL OR BOTTOM PLATE TO'FOUNDATION ANCHOR BOLT CONNECTIONS I i 3 `-Y" 32 230 i 357 497 V' a CONNECTOR UPLIFT LOAD. ' , I s ? 36 _ 148- 278 417 57? i L' = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) { W ' I S CONNECTOR SHFAR LOAD. (PERAL LEL TO THF_WALL) U CONNECTOR UPLIFT LOAD RESISTING LATERAL & SHEAR LOADS I. - CONNF.CIOR LATERAL t_OAD. (PERPENDICULAR TOl THF WALL) TABULATFD.UPtJFT RFOUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). a ° TABULATED UPLIFT AND LATERAL_CONNECTION REQUIREMENTS SHALL BE PFRMITTFO TO BE MULTIPLIED BYOJO AND 085i,RFSPFCTIVFLY,FOR FRAMING NOT S CONNECTOR SHEAR LOAD. (FERALLEL TO THE WALLL) LOCATED WITHIN 8 FEET OF BUILDING CORNERS. PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2(AMERICAN FOREST&PAPER ASSOCIATION) i ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE pETTERMINED IN THE FOUNDATION DESIGN PER SECTION 1.t.4. 'TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WAIL CONNECTIONS. WHEN CALCULATING IJPt_IF?LOADS FG'r.�1VAt t-T0 WALL OR WAI A-T0-FOUNDATIONui ' CONNECTIONS,TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF(23 X 100 PLC FOR EACH FUVLL WALL ABOVE. TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEIUNG DEAkD LOAD OF 10 PSF(213 X 15 PSF). • TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET- FOR MEAN ROOF HEIGHTS OF 15 FEET CJR LESS,THE TABULATED VALUES SHALL BE • TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS StHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85,RESPECTIVELY,FOR FRAMING NOT 1�2"ANCHOR BOLTS 5/8"ANCHOR BOLTS Q i PERMITTED TO BE MULTIPLIED BY 0,80. LOCATED WITHIN 8 FEET OF BUILDING CORNERS O 'TABULATED SHFAH CAPACITY REQUIREMENTS ASSUME A,WALL SHIEAR CAPACITY OF 421 PLF(WALLS SHEATHING WITH 7/16'STRUCTURAL S!IEATHING AT TACILED WITt I - FASTEST-MILE WIND SPEED FASTF ST-MILE WIND SPEED j 8D NAILS SPACED GAT PERIMFTER EDGES AND 12"AT INTFRMEDIMTF SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE i (MPH) (MPH) CONNECTIOt4 SHALL BF INCREASED 1 i 90 100 110 120 90 100 110 120 V/ W � ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 1 1 I CONNECTION SUPPORTING EDGE NAIL SPACING SPACING(IN.) SPACING(IN.) LLJ I` .. Z 1 STORY SILI.PLATE TO FOUNDATION• '- 2 STORIES ALL' -__ 23 -_-36-- rr j (CRAWL SPACE OR BASEMENT) 3 STORIES 15 -23 I 3 19 28 WALL PLATE TO FOUNDATION* 1-3 STORIES j (SLAB-ON-GRADE) 6' 36 57 U z CONNECTOR UPLIFT LOAD WL a CONNECTOR LATERAL LOAD. (PERPENDICUI AR TO THF WALL) V / / / S = CONNECTOR SHEAR LOAD. (PERALL.EL TO THE WALL) ' / /�� j//� / // / / / / / ROOF •ANCHORAGE REQUIRED TO R RAGE U D RESIST LATER AL LOADS SHALL BDETERMINED`=� LL E IN THE F NDATIONLESIGN P R SECTION 1 t.4. OU E ' ANCHOR T SPA IN A BOLT SPACINGS BA SED ED ON MAXIMUM SHEAR EA CAPACITY OF CYY UNBLOCKED ROOF R FLOOR DIAPHRAM ICE oQ Did o s(z- 3 PLF). W ? ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL.P�tIMETER EDGE NAIL SPACING OF 3"O C (731 PLF)BUILT IN ACCORDANCE WITH SECTION 3.4.4. I I! �4'VENT ' ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6"O.C.(421 PLF)BUILT IN ACCORDANCE WITH SECTION 3.4.4. I � i UPLIFT STRAP CONNECTION REQUIREMENTS �-- 11,2" (ROOF-TO-WALL, WALL-TO-WALL, AND 11 W 101-10„ WALL-TO-FOUNDATION) U) O + , 0! H.SIN ( -7 i PRESCRIPTIVE DESIGN TABLE 3.3B ALTERNATIVE TO TABLE 3.3 n z W.C. Z LL I (AMERICAN FOREST&PAPER ASSOCIATION) 90 100 110 120 0 8'-7" + NUMBER OF 80 COMMON NAILS LL FRAMING SPACING ROOF SPAN i " - ! END OF 1-1.4 X 20 {'[ TUR (IN.) (FT.) GAGE STRAP" V W ,? S 12 2 <^ 3 9 Q I 16 <^ 3 4 v/001/00 SECOND FLOOR // / j j / / //� / / , C // / / VENT _.^_�- --_ 2. _ 4A g_ W 28 2 3 4 5 - am 32 _ 2 -4 b 6 SILL OR BOTTOM PLATE TO FOUNDATION o 36 2 4 5 7T ANCHOR BOLT CONNECTIONS 0 j I '? 2 3 3 3 RESISTING UPLIFT LL w 2 3 - 3 4 Q ? d 16 -� 24 -` - 3 4 4T- 5 PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2(AMERICAN FOREST&PAPER ASSOCIATION) � Q 20'-10"— — — 3"VENT '� i �4" j ; 28 3 4 4 b Y/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS Q m 32 �- 4~ S b �6 FASTEST-MILE WIND SPEED FASTEST-MILE WINO SPEED m O i 1 I ? 1'-7� 36 4 4 5 7 (MPH) (MPH) O Q 12 2 3 4 u 90 100 Y10 1?0 90 100 110 120 (' W j -- is - -- 4 - 4 b ANCHOR BOLT MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT D 3 4 -b - 6 CONNECTION FOUNDATION SUPPORTING: SPACING(IN.) SPACING(IN.) N W 4 8 —7 N j _ I 26 4 5 7 8 W 0 i 1/2• ^2" i SILL PLATE TO FOUNDATION` I I v ! I .32 4 6 7 (CRAWL SPACE OR BASEMENT) 1-3 STORIF'S 72 72 72 72 72 72 72 72 0 IN 36 5 8 B _ (n K SINIK B. SINIKI E 0 12 3 4 b 6 FILE NO.: 16 _ - 4 _8- - WALL PLATE TO FOUNDATION 1-3 STORIES 40 - 33 28 26 51 42 36 32 HE_PLUM_CUR 2'-2" I ( zo 4 6 8 (SLAB-ON-GRADE) 1-24-03 j i 2 4 7 A- SCALE: - 1/2 1 O 1 I i 32 8 II t II SHWH f j 36 6 8 DWG. NAME: - } FIRST FLOOR So / �/% j' / / 3 . rx / U s CONNECTORUPUFTLOAD. NAILING / / i' / �� , / wm��� j / /i / / //� L' - CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WAtt_1 SCHEDULE S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) C.O. 4• �.•— �,��reur�l�r�Na�Gfit PLUMBING BASEMENT TABULATED UPLIFT REQUIREMENTS ASSUME AHOOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 �*�`t 11 ,J1 wrr,, l/8" SLOPE_ PER 1' PSF). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEIUNG ASSEMBLY IS NOT ���+ SOS �s ! CONNECTED TO THE ROOF ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE I ! ( ICREAST'D BY 1 NAIL AT EACH END. ,A DWG, NO,: i \4" TRAP I a FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS,THE TABULATED NI IMBER ,•- iTO APPROVED/ OF NAILS SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL AT F-ACH OF Tt IF STRAP FOR EACH PLUMBING RISER DIAGRAM FULL WALL ABOVE. (C A SANITARY SYSTEM A, a �■ �_ N.T.S. SCALE: 1 '- 1/2" W HEATING &COOLING PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS FLOORS, WALLS, AND CEILINGS NOTE: 5CD GENERAL NOTES: CRITERIA ZONE 11 B W WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA OVER OUTSIDE AIR. GENERAL CONTRACTOR SHALL VERIFY F� 1 1 FAMILY DETACHED DWELLING DETACHED ONE FAMILY WALLS. INSULLATION z MAXIMUM.. MAXIMUM DESCRIPTION R-VALUE U- FACTOR XAEEA = UA THAT THE HEIGHT OF THE STRUCTURE �M'� O ZONE 11B MODE.: HEATING OR COOLING 0.14 HEATING GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE DOES NOT EXCEED THE MAXIMUM } DEGREEE DAYS CEILING R-38 0.31 Sao sQ.Fr. 274 HEIGHT OF TOWN REQUIREMENTS AFTER a HEATING DAYS 5750 ROOF CEILING 0.031 U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE a c� COINCIDENT WET-BULB TEMP - 74 CD SUMMER DESIGN DRY - BULB TEMP = 83 UNHEATED SLAB ON GRADE 4.5 ZONE 11B INTERIOR FLOOR R-21 0.31 2,350 SQ.FT. 728 r �' a.45 R-38 R-18 R-19 R-10 R-9,2 FT R-19 FRAMING THE SECOND FL. AND RIDGE � WINTER DESIGN DRY-BULB TEMP = 11 5750 EXTERIOR WALLS R-19 0.31 2,184 SQ.FT. 680 z In BASEMENT WALLa,b, 0.1 IF MEASURES HIGHER, ADJUST ROOF o o CRAWL SPACE WALL 0.06 CEILINGS: TOTAL 2.3soso.Fr. PITCH AFTER NOTIFYING THE ARCHITECT v �" ` ' a � GLAZING U FACTOR - 0.45 OF THIS FIELD CONDITION. z m CEILING R VALUE - R-38 EXTERIOR WALL R VALUE = R-13 R P IS D .4 c 3 CLIMATE-SPECIFIC REQUIRED & P O O E WALLS, WINDOWS AND DOORS FLOOR R VALUE = R-19 .� N NOTE: z cD- ALL DECKS MORE THAN 30"ABOVE GRADE PROPOSED MINIMUM NOTES: INSULLATION - 0. DESCRIPTION DESCRIPTION R-VALUE U FACTOR X AREA - UAIn TOTAL EXTERIOR WALL SQ.FT. - 2,184 SQ.FT. OR WALKING SURFACE BELOW SHALL BE R-VALUE R-VALUE � Lt; c) TOTAL WINDOW SQ.FT. = 480 SQ.FT. PROVIDED WITH A MINIMUM 36" HIGH GUARD WALL R-19 Uo=0.14 2,184 SQ.FT. 306 TOTAL DOOR GLASS AREA 28 SQ.FT. - PROV. 4" MAX. SPHERE PASSAGE WALL TYPE 1 4' P, CONC. R - 1 O R - 10 8" P.CONC. WALL ON TOP OF A CONT.. FOOTING. nl FENESTRATION AREA - 480/2,184 X 100 = 22 WWR WINDOW R- .3 /SO. 0.35 480 SOFT, 168 c� TOTAL SQ.FT.AREA = 2,350 SQ.FT. WALL TYPE 2 9' P.CONC. R - 10 R - 10 8" P.CONC. WALL ON TOP OF A CONT.. FOOTING. c� ROOF SQ.FT.AREA = 1,410 SQ,Ff. DOOR N/A 0.35 28 SQ.FT. 10 WALL TYPE 4 2"X4 W.D.STUD R - 13 R - 13 2 X 4' WOOD STUD WALL WITH 1/2" G)YP, BD. Q, C_) SUNDING GLASS DOOR N/A N/A N/A U N MINIMUM EQUIPMENT WALL TYPE 3 2"X6" W.D.STUD R - 19 R - 13 2" X 6"WOOD STUD WALL WITH CDX-P'LY WD. ASPHALT ROOF TYPE SHINGLE PERFORMANCE w R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINJGLE. t- FLOOR TYPE 1. 2"X 10"ACQ R - 19 R - 19 2"X 10"ACQ DECKING FLOORS AND FOUNDATIONS MINIMUM FLOOR TYPE 2. TGI PRO 350 R - 19 R - 19 TG1 PRO. 350 1 3/4"X 11 7/8" F.J. cx 16"'ON CENTER EQUIPMENT CATEGORY EQUIPMENT CATEGORY PERFORMANCE FLOOR OVER INSULLATION INSULLATION U-FACTOR OR AREA OR �� _ p C) CEILING TYPE 1. 2"X 10" C.J. R - 9.2 R - 9,2 2" X 10" CEILING JOISTS a 16" ON CENTER UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIMITER UA W 1 OIL-FIRED STEAM AND ROOF FRAMING 2. 2"X 10" R.R. R - 9,2 R - 9,2 2" X 10" ROOF RAFTERS ate, 16" ON CENTER DESCRIPTION Z DOE 1 O CFR PART 430 a W HOT WATER BOILERS AFUE 80'/0�'d i � SUBPART B, APPENDIX'. N. SLAB 4" P.CONC. R - 9,2 R - 9,2 4' P.CONC.SLAB ON COMP. FILL WNV.\W.M. 6 X 6 REINF. BASEMENT WALL 4' R= 10 0.56 52 LIN.FT. 30 hJ � 300,000 BTU/H. . L BASEMENT WALL 9' R- 19 0.56 140 LIN.FT. 78 UNHEATED SLAB 4" R= 4.5 N/A 1,400 SQ,FT. N/A j TOTAL PROPOSED UA 1 OS GENERAL FLOOR PLAN NOTES NAILING SCHEDULE W Y U cc 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST& PAPER ASSOCIATION I { 2. ALL INTERIOR WALLS TO BE COVERED WITH 1 12" GYPSUM BOARD WITH METAL CORNER REINFORCING. CONNECTION FASTENING SPACING Z NO TAPE, FLOAT, AND SAND (3 COSTS). ' COMMON 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD 1 RAFTER TO TOP PLATE (TOE-NAILED)@16" O.C. 3 8d PER RAFTER W AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS AND CEILING. MANUFACTURED LUMBER REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST u,J 4. ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.7) EACH LAP Z RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL. 4 CEILING JOIST LAPS OVER PARTITIONS W (FACE-NAILED) (SEE TABLE 3.7) EACH LAP GENERAL FRAMING NOTES 5 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.4) PER LIE CONT, RIDGE VENT BY"COBRA" OR APP. EQ. (TYP. ALL AREAS) DBL. 2" X 10" RIDGE BEAM i 6 BLOCKING TO RAFTER (TOE-NAILED) 2-80 EACH END 1, ALL WALLS, 2"X4"AND 2"X6", TO BE STUD GRAIDE OF BETTER 16" O/C. ALL OTHER FRAMING MATERIAL 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END TO BE #2 DOUGLAS FIR OR BETTER. W 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT 1 j 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION U�LESS 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE PROV. 40 YEAR "GAF"ASPHALT 2" X 10" R.R. 2 16" O,C. OTHERWISE SPECIFIED. - ROOF SHINGLES. (TYR ALL AREAS) 2" X 10" RIDGE BEAM �. t 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. OVER 15 LB. FELT. PROV. "WEATHER 4. PROVIDE X-BRACING OR SOLID BLOCKING AT'A MAXIMUM OF 8'-0" O!C FOR ALL DIMENSIONAL WATCH" UP 2'-O" OF ROOF EDGE, 3-1/2` L f LUMBER FLOOR JOISTS. 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES a _ X 11-7f8" L 5. FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD T'~ -- MICROLAIvI BEAM APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS. - YW` 6. ALL WINDOW AND DOOR HEADERS TO BE MII��IMUM (2) 2°X10" UNLESS OTHERWISE SPECIFIED. 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOtST, ENDJOIST _ -_ -�__ --.___� 6 OG 2"X 10" C.J. @ 16" O.C. ALL INTERIOR HEADERS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. OR BLOCKING (FACE-NAILED) 2-16D PER FOOT -- "� R-38 BATT INSULATION X 7. PROVIDE FULL SOLID BLOCKING UNDER ALL EBEARING WALLS. Q�• , 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST PROV. 5/8" CDX PLYWOOD +Q'' (TYP, ATTIC AREAS) P ' 8. ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. ROOF SHEATHING. (TYP �O _ 9. ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. ; 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END ALL ROOF AREAS.) - �' - I • ~ ..6. 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR R-38 BATT. INSULATION ..L. 7/16" OSB PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 1$ BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 1 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED PROV. 40 YEAR "GAF"ASPHALT (TYP. ROOF AREAS) 8 1 1'1. PROVIDE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTER. ) 3-16D EACH BLOCK . ROOF SHINGLES. (TYP. ALL AREAS) CI cc 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOTS? OVER 15 LB. FELT. PROV. "WEATHER 5' �5/8"GYP. BD.ON ALL 51 W � WATCH" UP 2'-0" OF ROOF EDGE O 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-80 PER IST EXPOSED AREAS 3-1/2"X 1-7/8" GENERAL ELEVATION NOTES PROV. 1-3/4"X 11-7/8" RIM JOIST MICRO M (J) C 20 BAND JOISTS TO JOIST (END-NAILED) 3=16D PER JOIST (TYPICAL ALL AREAS) BEAM O Z 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-160 PER FOOT TGI PRO 350 1-3/4" X 1 1-7/8" F.J. CD 16" O.C. 1, EXTERIOR FLASHING TO BE CORRECTLY INSTiALLF_D AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, PROVIDE $"CONT. ALUM. GUTTERS n W CHIMNEYS, PROJECTIONS, AND PENETRATIONS,AS REQUIRED BY APPROVED CONSTRUCTION 22 STRUCTURAL PANELS 8D (SEE TABLE 3.8) AT ALL ROOF EDGES INCL, THIRD Z W FLOOR ROOF DECK. LEADER PRACTICES. LOCATIONS T.B.D. PROV. CONT, QUIET ZONE 0 O 23 DIAGONAL BOARD SHEATHING 2. GENERAL CONTRACTOR TO PROVIDE ADEQUiATE ATTIC VENTILATION AND ROOF VENTS. ( ALUM. DRIP EDGE. (TYP. ALL AREAS) (TYP. FLOOR AREAS) r(� 3. PROVIDE APPROPRIATE SOFFIT VENTILATION ,AT OVERHANGS. 1" X 6" OR 1" X 8" 2-8D PER SUPPORT U v PROV. 10" "AZEK"TRIM OVER 5/8" CDX DBL. 2" X 10"HDR, r. 1"X 10"OR WIDER 3-8D PER SUPPORT PLYWOOD BLOCKING (TYP. ALL AREAS) 5/8" GYP. BD.ON ALL (1YP. ALL) W GENERAL PLUMBING NOTES E=xPosED AREAS 9' o I 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD PROV."AZEK"TRIM W/ 1"VENTED SLOT 25 STRUCTURAL PANELS SD (SEE TABLE 3.8) (SCREENED). TYP. ALL ROOF AREAS. .I 2"X 4" STUD j 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND W12 X 40 INT. WALL 26 FIBERBOARD PANELS FLUSH STL. I SAFETY REQUIREMENTS. 5/4" CLEAR CEDAR FRIEZE BD. R-21 BATT. INSULATION 11i i -- - BEAM 3/4" PLYWOOD j 2. IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7/16" 6D 3" EDGE 6" FIELD (TYP, FLOOR AREAS) 'S SUBFLOOR W W W FRAMING BACK TOGETHER _ PROV. R-10 INSUL. BD. UNDER EQUIPMENT PROVIDE BRACING TO THE25/32" 80 3" EDGE_/6" FIELD =• PROV. 1/2" INSUL. BD. UNDER TGI PRO 350 1-3,'4" X 1 1-7/8" F.J. Qa 16" O.C. � x 0 EXTERIOR SIDING. (ll'P. ALL TGI PRO 350 1-3/4"X 11-7/8" F.J. cr 16" O.C. AGAINST EXTERIOR FOUNDATION x LL GENERAL HVAC SYSTEM NOTES EXTERIOR SIDES.) WALL TO 24" DEPTH. (TYP ALL) 0 0 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD ,! IL W tl 2"X 6"WOOD STUDS W/ 1/2" 28 HARDBOARD 8D (SEE TABLE 3.9) a O CDX PLY. SHEATHING. (TYP.) 3-1/2" X 11-7/8" MICROLAM HDR. 2" X 10" PARAIAM RIM J IST ACROSS OPG. IN FOUND. WALL. W W Q i 1. MECHANICAL SUBCONTRACTOR IS RESPONSIIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS 80 (SEE TABLE 3.9) _,• C] t7 SAFETY REQUIREMENTS. R-21 HIGH DENSITY FOIL (TYP. ALL NON-OPG. AR AS) R J t 30 DIAGONAL BOARD SHEATHING FA. INSUL. (TYP, ALL AREAS) G 0 co j 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE ACCESS OPG. IN LEFT SIDE EQUIPMENT SUPPLIER. 1"X 6" OR 1" X 8" 2-8D PER SUPPORT FOUND. WALL TO STORAGE m m 0 2"X 6" CCA SILL PLATE 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERALS - ANCHOR BOLTS 4'-0" O.C. AREA BEHIND. CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL. REVIEW AND APPROVAL. 1" X 10" OR WIDER 3-80 PER SUPPORT FO �0 III (TYP. ALL AREAS.) � O � 31 STRUCTURAL PANELS EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R31 O 1" OR LESS SD s" EDGE/ 12" FIELD 8" P. CONC. FOUNDATION D w WALL W/ 1'6"X 10" D. FTGS. 0 Q (TYP, ALL FOUNDATION.) - j GREATER THAN 1" 10D 6" EDGE/6" FIELD "�'j W O o 32 DIAGONAL BOARD SHEATHING 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. U) ccN�� N 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 414 INCHES ABOVE FLOOR. � 1"X 6" OR 1"X 8" 2-8D PER SUPPORT N O N ao 3. NET CLEAR OPENING SIZE TO BE A MINUMUrm OF 5.7 SQUARE FEET. 1"X 10" OR WIDER 3-80 PER SUPPORT 4" DIA, STRUCT. STEEL FILE NO.: Z COL. BURIED IN FTG. HE SECT CUR 4. MINIMUM OF 5.0 SQAURE FEET REQUIRED FOUR GRADE FLOOR OPENINGS. (TYPICAL ALL AREAS) 2'-O"X 2'-0"X 12" D. 4" P. CONC. SLAB ON ' NAILING REQUIREMENTS ARE 13ASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. P. CONC. FTGS.(TYP) CLEAN COMP, FIN. 1-24-03 5. MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE 6. MINIMUM OF 9 SQUARE FEET IN HORIZONTAL. DIMENSION, MINIMUM WIDTH OF 36 INCHES DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, -�I4ff -� 1011 (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). SHALL BE USED TO MAINTAIN THE LOAD PATH. ' WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF 7. PERMANENT COMPLYING LADDER OR STEPS 'WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER NORTH DWG. NAME: 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM FOOT. ELEVATION NET CLEAR OPENING REQUIREMENTS ENERGY 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM ALCULATIO INSIDE WITHOUT USE OF KEY. TOOL OR EXCESSIVE FORCE. & SECTION DWG. NO.: , A. 7-2