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HomeMy WebLinkAbout38276-Z y~F9( f Town of Southold Annex 4/14/2014 P.O. Box 1179 e 54375 Main Road *i~ Southold, New York 11971 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 Ap i ized ignature t TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 # 31-2-44 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 TOWN OF SOUTHOLD 52'" t BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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) -3 Fs -2~ 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 # 31-2-44 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 Building 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 ps uruant to application dated MARCH 3, 2009 and approved by the Building Inspector to expire on SEPTEMBER 3, 2010. Fee $ 578.40 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 3 COMPLETION OF THE WORK AUTHORIZED) V PERMIT NO. 3 5~ 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 r zed Signature r 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) 4V Fd 3I_SSy PERMIT NO. 29615 Z 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 ox 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 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, 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 I. 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 / Date. ~-G New Construction: L"/ Old or Pre-existing Building: _ (check one) Location of Property: P-2 I t/Il c )'lamL'!Z~ cr~ House No. Street H let Owner or Owners of Property: Y P-,W,y~Q Pays J/ ~C~y Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 34sa'? Date of PermiL_ Applicant: Health Dept. Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: S Applicant Sig t ire oF so~Tyolo Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road ? Fax (631) 765-9502 P.O. Box 1179 G • o roger. riche rt ntown.southold.nv.us Southold, NY 11971-0959 i2ycoul 'I 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 2DOa 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 dw Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 200a Switches 63 Twist Lock Exit Fixtures TVSS Omer Equipment. 200a overhead service, 2-ovens (50a), 3-exhaust fans Notes: Inspector Signature: - Date: Nov 4 2013 81-Cert Electrical Compliance Form.xls Town Hall, 53095 Main Road Q .r Fax (631) 765-9502 P.O. Box 1179 'p'~O• ~a0t' - Telephone (631) 765-1502 Southold, New York 11971-0959 ! BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 0~7 ~P Owner: h l ~1 U~ 66ei7~ eGJ! / (please print) cJ/ Plumber: C PSG n o `~f'- lease print) T- I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VIM L. LOKR NdWyL0607008 ew York QwAW in fl0ins dkQ-1~1-IL-~ lumbers ) Sworn to before me this day of 20 ue~~& n Notary Public, k'&) W- County DFC - ?013 3i 55~ M-1802 BUILD G DEPT. PECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY RE RKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE EY [ ] FIRE SAFETY INSPECTION REMARKS: i ~ I DATE INSPE T I - I g, 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION i ST [ ]ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE S CHIMNEY [ ] FIRE SAFETY INSPECTION REMA KS: DATE INSPECTO 31 M ~o~, of SOUlyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [RA ING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR hO~y Of SONq TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL i [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 4 4 -7~~ ~o~~oe sauryo6 N~t Mow: 00 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ F IN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 3MARKS: va~ A, 0A l p- co,))- DATE INSPECTOR o~y,OF SO~T~o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION ING / STRAPPING FIN [ ] AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONS MWrION [ ] RRE RESISTANT PENETRATION REMARKS:- y DATE ~3 © INSPECTOR # SOUTy TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ I F9 NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETMATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: d'~s-..•-~` g" ? 09- DATE O 8 /Z INSPECTOR 35-;n~7 *~oFl# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST [41 UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] `ELECTRICAL (FINAL) REMARKS: / p e ~C~ o i DATE ~E Y INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: V C.. ~y DATE -13 INSPECTOR " • ~ 3 0 Z g o cam- 1ti4 O~~OF SOty P-qM~- TOWN OF S DING DEPT. 765-1802 1 N [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN ION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK DATE INSPECTOR o~~,oe swiry~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. IN ( ] FOUNDATION 2ND [ j-FINA FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE SAF INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE / INSPECTOR '7 r ~ a~l.et 5l ITECNQLOi IE 3 s 13W614pRad, liMrioF, New Yadll932 411.296.1129 fwc 411.296.112! May 13, 2004 ^ Southold Town Building Department Southold, N.Y. Re: Robert M. Hegermiller Inlet Pond Rd Greenport, N.Y. S.C.T.M # 1000-33-2-44 To Whom It May Concern: We certify that the foundation of the residence in question has been damp proofed in accordance to the New York-Sfate building construction code. Enclosed please, find the Insulation Certificate from Delfino Insulation. If you have any additional questions please feel free to call our office at 631-298-1129. n t 3~ s s 3U~~3 ITECNOLOGIES - ARRCMMCMRB RAMm CONBq wnom 8MVIf.'6S 13905 M® ROA WWWtuc New Yak 11932 631.298.1129 fW 631.298.1129 . IAN 2 5 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. ED AqC ^\g~~NK NOT,q,9o ij incerYours, 9 ®~s 1 O~ FIELD INSPECTION REEOR DA COMMENDS w e CIO a FOUNDATION ) 9-> FOUNDATION (2ND) r . d z v, H ROUGH FR AA1 NG & ~j FLUAMENG y 5-45,-e jWO-21 77,l o INSULATION YER N. Y. dR. STATE ENERGY CODE O~ 0 t _ LQ_, 0 6L" 0 m lr 2 i "•o x o- 1 3`dll 122 ~r\4 rg D,~. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 ~ Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO Check Septic Form N.Y.S.D.E.C. Trustees Examined 20~'I _ Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration , 20 -Z Buildin spector f JUN 12 M J APPLICATION FOR BUILDING PERMIT Date 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. E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~~~i,)E>ZkAa ~r~2c~lo~~ s~cc . (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ob-C tt . Name of owner of premises kon @ A 4 -30A tJE 4d ECG- Q t 41 4~ R (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer F~RCi-l l rEC~(~c. odic 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 dt e: N PO"D Lq-A: A~PDt?T House Number Street Hamlet County Tax Map No. 1000 Section 3 3 Block at =jYp - Lot Subdivision Filed Map No. Lett I i- (Name) - - 2. State existing use and occupancy of premises and intended use and oc cuc ancy of proposed constructioh: a. Existing use and occupancy 5/A P0,69 PAMrl- 4 Rl&s PEAXIF L~SSOIZ / ~s/L7~IA26' 69""~"!f4 cy b. Intended use and occupan 3. Nature of work (check which applicable): New Building ~ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost a0dJ,6~,Ql~D"' 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 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front - Rear - Depth Heiq(it - Number of Stories - Dimensions of same structure with alterations or additions: Front _ eel tom' - Depth - Height - Number of Stories ym- - i. 8. Dimensions of entire new construction: Front O 1 Rear y~ Depth 30 Height 124, Number of Stories ,2 . 9. Size of lot: Front 150 Rear /SQL Depth /'JO 10. Date of Purchase - Name of Former Owner 11. Zone or use district in which premises are situated )2-40 "Qv-wA)POp.vix9lf 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO -O. 13. Will lot be re-graded? YES_ NO Will excess fill be removed from premises? YES_ NO V. *4O gA-t- PA-94e- UN 11001, Phone No. 14. Names of Owner of premisesrzoe? ~AII[~-rm Address -73P,NGSrA z)T'huel Name of Architect 3?94 4 ArTrA?O Address L544US A4Qy7 aAmyrPhone No 6,051-,299- I `L . 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 NOS * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. NG-Ai-T4r\ -DEPT. RWP-0VAL 1 UCt,0Df37 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF u9-PoL AGA)IGSr.£Gfl- I R per/ d~t1ju9 being duly sworn, deposes and says that (s)he is the applicant (Name of individuaassigning contract) above named, (S)He is the %,/OIxY (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. Swori to before me this day of 20 t~ 1 Votary Public Signature of Applicant LYNDA M. BOHN NOTARY PUBLIC, State of New York i No. 01806020932 Oualified in Suffolk County Term Expires March S, X11 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, Greenport 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 hilet Pond Road. 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. gUFFO(,~ APPEALS BOARD MEMBERS 4NN1 COG Southold Town Hall Ruth D. Oliva, Chairwoman . 53095 Main Road Gerard P. Goehringer co Z P.O. Box 1179 Lydia A. Tortora _ • Southold, NY 11971-0959 Vincent Orlando y Tel. (631) 765-1809 James Dinizio, Jr. Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION 8 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 State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 19,500 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. Pa i 2 - June 3, 2004 ZBKNo. 5525 - Robert Hegermiller 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 neighborhood or district. 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 (5-0 . &.a%)'a Ruth D. Oliva, Chairwoman 6/17/04 Approved for Filing SO Town Hall Annex Telephone (631) 765-1802 54375 Main Road (63U 765-9502 P.O. Box 1179 • ~Q roger. richertdtown. OUtI o .ny. us Southold, NY 11971-0959 c (ti~-tL ~CpUHi't, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION FEED Y: Date: 116- /nar Address:lr.,,f '7 be,/Oro?J ~gr X Phone No.: 7oZ! / -±;-7-)-7 JOBSITE INFORMATION: (*Indicates required information) -Name: -'_74 /47e) Ilea e, r, //e,-- *Address: S ~rrrm 1 ~i La( r>? ~een~lt , /US/ q S/ *Cross Street: 0 *Phone No.: S 6 -7,)-L ~ 7 Permit No.: :4a2(n 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 82-Request for Inspection Form + S~o~ 13 TOWN OF SOUTHOLD PROPERTY RECORD CARD 144-21 OWNER STREET>= VILLAGE DIST. SUB. LOT 7 FORMER OWNERJG*n T-51 a orl i25 N E ACR. ~J 6 - c& J I i5 S W TYPE OF BUILDING C•VTt/ r f RES. (SEAS. VL. FARM COMM. CB. MICS. Mkt. Value _ LAND IMP. TOTAL DATE REMARKS.?/ 71 Q 4 d v ~o e d / d e lc .r ~ PG ~yao SoO. ~ WELGI o J, lS 'ONi/a5 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Vclue Ac re Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD J Meadowland DEPTH - House Plot j BULKHEAD Total DOCK SUFFOLK COUNTY MATER 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. Sincerer ;John Dunn Assistant Manager Eastern Regional Office JD:ah II ITECN`OLOGIES 1 , xmMsa1 6 13405M*RaA1*Umdr. New Ycot IDS j April 17, 2003 Southold Town Hall Building Department Southold, NY 11971 Re: Proposed New Hegermiller Residence Inlet Pond Road Southold, NY 11971 Tax Map # 1000 - 33 - 2 - 44 Per requirements by New York State Residential Construction Code we certify that the.design criteria is done per Prescriptive Design. All of the 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 Family. residential dwelling, (Ref. Table R-3 Dwg., # A-0 on plans dated March 28, 2003) If you have any questions please contact our office at 631-298-1129. Thank you for your time and consideration. Sincerely, `~~,~w1mv~Wq(yJ tp g 1' a Y ~r ' 0213OQ F V~ tl~~t 413 September 11, 2003 ' Z • '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 npr cu u~ •..-r Dcl6w Insulation M 119 Staphm Hands Palh East Hampton,NY 11937 631.329.7181 Foc:631-329-7159 Insulation Certificate WORK AREA rr= INSTAIa.cn Foundation WaU to Grade Install Spray on Mulseal Damp Prooring Caatomer : Eastern Concrete Job Number: 103233 Job Address Green BillLaTD-MOUGreeoport Date Completed ; DeMno lasulatioa III ava Jol Pead 13:19 631 329 7159 PFVXE 02 TOTAL PPBE.02 ~M~k 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 r[d g Z0 r L I - 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 2"d floor will not be finished. # The garage and breezeway will not be finished. # The building will not be heated. The Is` 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. Sinc Robert Hegermiller 73 Chestnut Avenue Floral Park, NY 11001 so Town Hall, 53095 Main Road 41 Fax (631) 765-9502 P.O. Box 1179 cm Telephone (631) 765-1802 Southold, New York 11971-0959 COU 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 F h Building Inspector GF/cb i I Postal L, CERTIFIED MAIL RECEIPT C0 co (Domestic Mail Only; No Insurance Coverage Provided) ru Ln OF I L U... 17, Peet " s L D - ~ M O CenMW Fee C3 Poshrok O (Fjq re ='=,F red) M 1 . ' DEC i ResWcled DelNery Fee (EntlonkkneMRequiMd) C3 @@ f rl Tmel Pas" S Fees M T ° sent To 0 su ?Intl cky smre,nP,s F o" IC N 1 1001 I Complete items 1, 2, and 3. Also complete A mn ? Agent item 4 If Restricted DelNery Is desired. X 0 Addrea®ee ¦ Print your name and address on the reverse DM~1~' so that we can return the card to. you. ( Neale) c. Date of ¦ Attach this card to the beck of the meilPiece., Z 2~.Qr or on the front fl space permits. 0. Is delivery d hfwd tmm Item t7 ? Vs +Addmssed;,,,, MVES,anrer addrssbebw: ?NO rm~ I c~es+-nv.~- ~ ]or Po rk Ny 1I C50 1YPe Melt lled Mao O eves JA Rem Racelpt for Mermmndise ed Mao O 1 oN~N Pft Feel ?Yes 7RASUWW 2. Arnde Number -7003 tID =3~. / 5S-3 t (rfwmw Mm esrvide bb" t Ps Form 3811, February 2004 Dornnao RAtum. Realps >leseeae+4•+sa. i 1 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, A4, 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, Robert Hegermiller 73 Chestnut Avenue Floral Park, NY 11001 516-326-9430 Of SOUjyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road T T Fax (631) 765-9502 P.O. Box 1179 Southold, New York 11971-0959 OOUNTV,~ BUILDING DEPARTMENT TOWN OF SOUTHOLD February 11, 2009 IS'. NOTICE Mr. Robert Hegermiller 73 Chestnut Ave. Floral Park N. Y. 11001 RE: 825 Green Hill Lane, 6reenport 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 BUILDIN6 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 Southold Town Building Department 54375 Main Road Permit 34473 Southold, New York 11971 Permit Date: 3/3/2009 'Jf (631) 765-1802 Expiration Date: 9/3/2010 Parcel ID: 31-244 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. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department t P.O. Box 1179 Permit 36435 54375 Main Road Permit Date: 5/31/2011 Southold, New York 11971 ~4 } (631) 765-1802 Expiration Date: 11/30/2012 Parcel ID: 33. 2-44 CBUILDING 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. -r t ~ DEC - 5 2013 - 1 AMI I- I i i ~ l i - 8 n r~ss 73 Gl?ese. AdIkk /jy /ioo~ SURVEY OF LOT # 12-7 "MAP OF SECTION FIVE EASTERN 5HORE50 FILED DEC. 31, 1x68 AS # 5234 51TUATEi &REENPORT N TOWN OF SOUTHOLD SUFFOLK COUNTY, W W SURVEYED 05-I6-2002 F AMENDED Ob-13-03, FOUNDATION LOCATION 0I-13-04 SUFFOLK COUNTY TAX u 1000-33-2-44 CERTIFIED TO: Robert Hegermiller JoAnn Hegermiller AR5 Abstract Ltd. 1 i I Inlet Pond Road !asp'nulti roodwoyi ~ N69002' 10" E 130.00 1 A N I f ~o z ~ Ln ~ I J T . O - - -95 - - 24' J ti v 0 O 35.2' CD 8, f 12' it it 3 O 3 O_ c+ 2 O O 2 I--, III Q 1 Q I 10 OVE OSN 'N ioo g~~w S69°02' 1011W 130.00' ur\ I C, G Mcz~~ o!Eas~ern I `~horc;s" Section v11 d1-or 1. 1. ° .at ell-9 NOTES: 01F NEVv ele.oe° sell be c°°emeree to to -'g y~P~ ^EN~~ Qf e do .1 It' -o REBAR FOUND ee9en nelt'a 'GrItIt", to-I'll C PIPE FOUND * a E .m...-o C:[: _103 HE06E AREA = 19,500 5F or 0.45 ACRE5 5JOHN C. EHLERS LAND SURVEYOR LAND SV 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 &RAPHIG SCALE 130' RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF # 02-180 r'r~C x c€ir„ U H SURVEY OF LOT # 12-7 °MAP OF SECTION FIVE EASTERN SHORES' a t0 FILED DEC. 31, 1x68 AS # 5234 SITUATE-s TOM OF SOUTHOLDT F ~~UFFOLK c0imy, w - - ?to F! l.at. U1.4,r` r i-w fV i 2;Y ALTHSERVIC SURVEYE,f 16-2p f2 l rs2P~i~ ^ r: LL 5UFFOLKX.A 1000 - 3 4 I a Ffs ndd ,f RJT ;r» zi ,cl.y i N7Y - TIN 7 f`Cd•' )Nf 7 4U~ J 3 L~AT6 fiS REB. NO I t7 o [COQ CERTIFIED TO: L` 5^n°;i_ ; t1. 3 fJc i OLE BED roam Robert Hegermiller En,=lRrc ;zlr ! rtOPa; L3 G JoAnn Hegermiller EOFAPP,ROVAL AR5 Abstract Ltd. I I aa II I grovel DWELLING WITH wBLIG WATER II ~ I Inlet Pond Road (asr~hUl!. rouuwuyi N69D02' 10"E 130.00' el-29 1 el=26 e1=28 ,i CAI N 0 CJt W O N oposed driveway O I N 1~ I 'I _ p j E ? LLo 24' 9. < , nt proposedW water W ct z 7 service D SGT ~I I z Ax Cl I -ii-: O ~ N 30 i i CJ1 I I j s >IOIE'/ \ r Fpl Ch Q ' I II / \ G~ j II. buildinqq envelope o5 per I pre-exl5l.ing non- convorming 01E osN - - n e1=26 .w N69D02' 10"E 130.00' el=29 e.=26 - goo VAGANT i VAGANT Gtr I CJ E%Yr71'1C;r'('.ci'.l r), I!, T~ C>~lr Ot IVt ir. Q~~d G. EN~~ `0 4. ltl~ It, Ed-111 L" NOTE5: meuv r REBAR FOUND </~FtiyF 0202 JQ~O~D O PIPE FOUND O LANDS ..r1:f f f..'f--J- 3 HEDGE AREA = 9,500 5F or 0.45 A6RE5 JOHN C. EHLERS LAND SURVEYOR GRAPHIC SCALE I"= 30 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-TIGER\PROS\99-300A 38a SURVEY OF LOT # 12-7 REF: RIO - 02 - 022a _ 'MAP OF SECTION FIVE EASTERN SHORES" FILED DEG. 31, 1468 AS # 5234 E w o SITUATE: ISREENPORT N TOM OF SOUTHOLD SUFFOLK COUNTY, NY i U. o s " 1 SURVEYED 05-16-2002 ~ w - ' 1 F AMENDED 08-13-03, UQ, i FOUNDATION LOCATION 01-13-04 x 4 S FINAL AS BUILT SURVEY 01-1?-2014 u. O - SUFFOLK COUNTY TAX # 1000-33-2-44 ui CERTIFIED TO: a % Robert Hegermlller JoAnn HeermIIIer . AR5 Abstrgact Ltd. 1 0 ! v c) u Inlet Pond Road (asphalt roadway) 69°0 '10"E 130.00' I AD I N ° O - ~ I v A i a ~ 4L 35.2 24' ! 42',_-y 9 Q u U 2 STORY N i I' Y tz l Y fwa'E N u 1= GARAbE A -y CD 352 B' U r @ WATER SERVICE W ~ # N~ # r ,0 AG E:j ~A UNIT 0 f V O Lot 127 S CD I b I OJE r 05% Lot # ioo 8w S69°02' 10"W 130.00 Lot # aG ~I co "Map of Eastern `V Shores" Section 3 a Lot # t26 of NEyr mmmmue9 a:..eua" e" eaeine" t...m... C. EM~~p~ ..9 o...m9 n a .mm v u . vlmeHen el ie.eoen mua .uo-mvumn a el me q ri.. von vt.t. w.etten u.. l .I' eae1N Iro. N. av194ns1 el tM. .u`wY G) v e, .ItA o `"11 11 11' 1" 1mwym : y G h y S 'f uro a .n .11 e.19a".lames m a .2b I- NOTES. -n omi". t471 f A~l * * 'uetvrvomwn. malo.u9 mnm amuv h 1h mv. C . . •r w. ...9m v"mmem um"w .vm utln9 be er 9rxt m. r euris 99.w9 by tm ran 9e.n .neu.ne" el e1 1 u"a w.ww... e.v9 wvmue.no". .n lr REBAR FOUND pit fi O . y. 9b.":~' iev .oiv.....m.1. 9a oO a "b' bb 3 ^ Z m iy . r, O(~1, 2 J~~ mini ...i9...• of°tpnie. a O PIPE FOUND r SFO LAN SvP um.. m.".r..ml. m me¢m 1 1 umno". HEDGE AREA = I9,500 5F or 0.45 ACRES ? 14 JOHN C. EHLERS LAND SURVEYOR GRAPHIC SGAL) I"= 30' 6 EAST MAIN STREET N.Y.S. UC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 G? REF # 02-180 Y 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 =INSURANCE NC~ COMPANY DIANA M. OLSEN Sworn to before me this 2n° day of July, 2003 Notary Public fgfvrl /diLL /Vb-h%4R'/ PuC4L/cr .S7.Ai-dr olz NaW Y~KK M. so3ay61? com~+1. BxP. 8~~-9~06 1 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 Recd: 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 Recd: 11/25/73 Dorothy Welch Dorothy Welch Liber: 8900 cp 91 To Dated: 10/14/80 John Tsigonias Recd: 10/21/80 John Tsigonias Liber: 12195 cp 548 To Dated: 06/19/02 Robert Hegermiller and Recd: 07/05/02 Joann Hegermiller, his wife LAST DEED OF RECORD FIDELITY NATIONA LE INSURANCE COMPANY CCc~k nn DIANA M. OLSEN Sworn to before me this 2"d day of July, 2003 Q~ AX Notary Public ANr,) BILL (kbT'Aay pueU~t 0 NaW ~otell z Nb.'-0 3 a Y(PT Gomm. a)C/. 8/6h/ 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 Recd: 02/15/79 Ruth V. Nelson Carl J. Nelson and Liber: 11595 cp 197 Ruth V. Nelson Dated: 12/16/92 To Recd: 12/23/92 Mordi Yaron and Janet Yaron T. Glenn Hoffman, Esq. Liber: 12132 cp 675 Referee Dated: 07/20/01 To Recd: 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 Recd: 04/24/72 Francine J. Musich Liber: 9626 cp 102 To Dated: 08/15/84 Richard Musich and Recd: 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 Recd: 07/15/85 To Richard Musich, Robert Musich and Roger Musich, as joint tenants with right of survivorship SURANCE COMPANY FIDE NA=.Occuy-) c` DIANA M. OLSEN Sworn to before me this 2nd day of July, 2003 Notary Public ANf~ 3 NaTA2y Pvaoc, sPaTa or- /Veto Yogi< (Vb. Tbaa(1068 rjo/?I~. 87tP. ;0/0 6 Richard Musich, Robert Musich and Liber: 12191 cp 779 Roger Musich, as joint tenants with Dated: 05/31/02 right of survivorship Recd: 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 Recd: 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 Recd: 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 Recd: 09/27/00 and Edna A. Hempl, as Co-Trustee and William G. Hemp], 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 DIANA M. OLSEN Sworn to before me this 2nd day offJJuly, z 2003 ~J~~ \ /((V.~~J Notary Public ANf1 /f%LL NU71aRY PvAu4z,S~1Ai o/LNavJ ~o2CY~ No."M3-YCF 4 North Fork Homes, Inc. Liber: 12147 cp 198 To Dated: 10/02/01 John Knabbe and Recd: 10/15/01 Mary Knabbe LAST DEED OF RECORD PREMISES NORTH: INLET POND ROAD PREMISES EAST: HILL LANE FIDELITY NATIONAL TITLE INSURANCE COMPANY DIANA M. OLSEN Sworn to before me this 2nd day of July, 2003 w Notary Public ANA HiLL No7rA /u 4QQI s7707'e O/z A3IJ Y~.e~ Np . su3a X68 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 I IB - 11 DEGREES * ICE SHIELD UNDERLAYMENT REQUIRED * FLOOD HAZARD - MAP # 36103C 166 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 -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 FRAME: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-Fred 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 compli~pea~ittrtl+irilode Builder/Designer Date 7 fl 3 tC tin . C7 - REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la DATE: 04/17/03 TITLE: ROBERT HEGERMILLER Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity + R-38.0 continuous insulation Comments: I Above-Grade Walls: [ ] I I. Wall 1: Solid Concrete or Masonry:Exterior Insulation, R-4.5 cavity + R-4.5 continuous insulation Comments: [ ] 2. Wall 3: Wood Frame, 16" o.c., R-19.0 cavity + R-19.0 continuous insulation Comments: Basement Walls: [ ] I. 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. [ ] 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. 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: [ ] 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: [ ] 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: [ ] 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: [ ] 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 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: [ ] 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 Comment 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: I 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 I Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must 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. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I 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. I 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. I 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. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I 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. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I 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. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the 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 H"C 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 LO 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) PLUMBING LEGEND: WINDOW LEGEND: GENERAL NOTES: • FLOORING LEGEND: NOTE. con f) CONTRACTOR TO NOTIFY THE ARCHITECT w NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE IE OF ANY AND ALL REVISIONS DUE TO FIELD 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES ® HARDWOOD FLOORING-SELECT WHITE OAK 21/4 W., 15LB. FELT., SP ON PROVIDE CONSTRUCTION PLANS)• FOLLOW ALL NECSSARV N.Y.C. AND N.Y.S ATED UNLESS OTHERWISE NOTED. CONDITIONS, CLIENT, AND OR GENERAL AND ORDINANCES. (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL NOTE: ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE CONTRACTOR WHICH DIFFER FROM THE z CONSTRUCT. DRAWINGS/SPECIFICATIONS. r~'1 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. 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. OF PROV. FLOOR DRAIN AND 10. GAL. SUMP. WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. .TS SATIN AOTW 210410 O h 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ® EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/ 2 COATS SATIN OHB PROVIDE FROST FREE HOSE BIBS. ©TW 2852 CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS REF. POLY. (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) ©TW 2632 Z o FROM THE DIMENSIONS SHOWN. CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED INSTALLED HAVE @S SHOWER HEAD OD DHT 2810-ABOVE WINDOW MIXED N WALL AND FLOOR GROUT TO HAVE 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ® WAOVER TERPROOF ENT BOARD U.O.N. Oar DRAWINGS UNLESS OTHERWISE NOTED. O C 235 z 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND FO TW2631 O V ^ m PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, © TW2846-2 COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODER ELECTRICAL LEGEND: U a ~w 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 WVITH THE RULES AND -S AND STORAGE 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 T i F.U. IS TO 1s-o 1 s-O^ % 17--U° a BE PRESENTED TO THE OWNER AT THE COMPLETION OIF THE JOB. U 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS 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'IL. TO BE SUPPLIED BY THE DTHERWISE 2s'-y _IED BY THE I--1¢ 8, ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ELECTRICAL CONTRACTOR. N COLOR 21_51 _7 DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR STARTING ADDITIONAL WORK. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. BY TIMERS 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE (CONTROLLED BY TIMERS PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. LOCATED IN ELECTRIC PANEL REFER TO CONSTRUCT DRAWINGS FOR SIZES. DUPLEX ELECTRICAL RECEPTACLE 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER $09 DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT 11. 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. WALL SWITCH $ 3-WAY WALL SWITCH 4-WAY WALL SWITCH ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE ~S ahs WITCH W PROCEEDING N 1H CEILING MOUNTED JUNCTION BOX ala WALL MOUNTED JUNCTION BOX VCTION BOX c Q > a >a IW m} JAL C Q C II RECESSED DOWNUGHT (100w) "UGHTOLIER" OR APPROVED EQUAL it e U U a 0 . 11 11 INSULATION NOTES: ~E EXTERIOR MOUNTED DOWNLI (100W) WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED =IED b~ Xo Xo xw 75._10, U ZIB INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) N@ z EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST ST BY'CERTANTIEED' OR APPROVAL EQUAL. 4t F FAN "CEILING MHEAVY OON DUTY UNIT OR APP. EQUAL NEW EXTERIOR WALLS 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION BY'CERTAINTEED OR APPROVED EQUAL F EXT. MOUNTED LIGHT WITH FAN w NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. OBO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE 24,_0, Q Y CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES HARD WIRED TO CENTRAL CONTROL BOX F _ - - - F INSTALLED AS PER N.Y.S. BUILDING CODE. ~2" X 12" RIDGE BEAM ABOVE ABOVE 30VE ABOVE r_/n O NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE d T NEW TELEPHONE RECEPTACLE BASEMENT PERIMITER. do CABLE TV RECEPTACLE BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) INSTALLED AS PER N Y.S. BUILDING CODE. ~v Z O W w z O CONSTRUCTION LEGEND: p E CE a V E Q ATTI C Qw EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH D Z DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. ~AT 2Z 2OI2 D F 00 W EXISTING INTERIOR PARTITION TO REMAIN. PROV, 1 LAYER 1/2" GYP. BD, BOTH SIDES OF EXISTING WOOD STUDS. CUR. PINE 4" COLONIAL BASE TRIM. BIOG DEPT. TOWN DF SGU7HDLD Q '/~/~77, ( NEW EXTERIOR PARTITION- 2" X 4" WOOD STUD WALL W/ 1/2" CDX PLYWD. o J (Q. EXTERIOR SHEATHING (TYVEK WRAPPED & TAPED), 6" EXPOSURE PERF. WD. ' z SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWEO /TAPED) CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). _ BED BATH w w 0 1 r-s^ x zap-o" ~-o" x 11'-s'. a NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. z ~i (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE. PROVIDE MOISTURE RESIST GYP. BD. (GREEN CD.) FOR ALL BATHROOM WALL AND CEILINGS. w PROV. CEMENT WALL CD. FOR ALL TILE AREAS. w INTERIOR PAINT- TO BE "BENJAMIN MOORE" U O.N. ONE COAT PRIMER AND 0 TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT A A C A U.O.N. ALL TRIM SEMI-GLOSS. I 13-8" X 15'-0 rW I I P ~Je P V 7~ EDROOM / III 1\ w DOOR SCHEDULE I 1 ~ I J1ST.FLOOR ("MDF" BY MASONITE OR APPROVED EQUAL BY CLIENT) WIDTH HEIGHT DOOR PANELS OPERATION HINGE DOOR MATERIAL REFERENCE V-10" 6'-B" MDF 2-FLAT SWING L & R. CLOSET T-10' 6-e" MDF 2-FLAT SWING L & R. CLOSET O 21-4" 61-8" MDF 2-1-1-AT SWING R.H. BATHROOM O4 2'-4" 6'-e" MDF 2-FLAT SWING R.H. BATHROOM II - - - - - - - - - - - - - - O 2'-8" e'-8" MDF 2-FLAT LAUNDRY RM. II II O 2'-4" 6-8" MDF 2-FLAT L.H. CLOSET III \ i III \ 1 O7 2'-6" all MDF 2-FLAT SWING L.H. BASEMENT \ O 21-6" 6-e" MDF 1-FLAT R.H. BEDROOM Oso Oso LU w Og 2'-6" -8" MDF 1-FLAT L.H. LAUNDRY RM. m m 10 DBL. 31-0" 6'-8" T.B.D. T.B.D. POCKET DINING RM. FRONT DR. W/ 11 31-0" 6-8" T.B.D. T.B.D. SWING R.H. SIDE LITES. °W 12 2'-6" 6-e" MDF 2-FLAT SWING R.H. EXTERIOR W~ w I 1~ I I i ~ I 7m 7¢ 13 2'-6" all MDF 2-FLAT SWING L.H. L.ROOM/FOYER J9 JB ~ J6 Vm¢ N¢ F- -O 00 14 F.P.S.C. 2'-6" 61-8" MDF 2-FLAT SWING L.H. GARAGE \ oowN ` II'. Z W WLL w 15 2'-8" 61-8" T.B.D. T.B.D. SWING R.H. EXTERIOR ~ ma ma 16 2'-4" MDF 2-1::::LAT SWING L.H. CLOSET I Allh 0~ °O AE TO (no 17 S-0" 7-0" T.B.D. T.B.D. GARAGE 2ND. FLOOR f ~o Zo Dir m 5 5 1g 2'-4" 6'-8" MDF 2-FLAT SWING R.H. BATHROOM m~ m m ATTIC 1g 21-0" 6'-0" MDF 2-FLAT SWING L.H. (INSULATED) Y:. ~w O N / ~p 2'-O" 6'-0" MDF 2-FLAT SWING R.H. ATTIC (INSULATED) i 9rS\{~~..-' N r N ~j 2'-6" 8'-8" MDF 2-FLAT SWING R.H. BEDROOM SCALE: k2 DBL. 2'-2" all MDF 2-FLAT GLIDING CLOSET ATHROOM STUDY 8'-9" X 141-0" 10'-6" X 14'-O° 1 /4 1'0" 2'-4" 61-8" MDF 2-FLAT SWING L.H. BATHROOM MDF 2-FLAT SWING R.H CLOSET D7 DD5 2'-0" 6'-0" MDF 2-FLAT SWING L.H. CLOSET A.6 SECOND FLOOR FOFFICE SET DWG. NAME. .8.08 SECOND FLOOR PLAN INGE AS INSTRUMENTS OF SEP ICE, 3'-O" 6'-e" T.B.D. T.9 D. F.WOOD L & R. CLOSET 880 SO. FT. BOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: FStOR S, CHANGES, AND/OR MODIFICATIONS ALLOWED W/O WRITTEN AUTHORIZATION ROHITECT ANY REPRDOl1CTION IN P E IS STRICTLY PROHIBITED BY LAW, ART A-2 GENERAL NOTES: FLOORING LEGEND: PLUMBING LEGEND: WINDOW LEGEND: NOTE. 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 CONTRACTOR TO NOTIFY THE ARCHITECT W a JE OF ANY AND ALL REVISIONS DUE TO FIELD W AND ORDINANCES. ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. UNLESS OTHERWISE NOTED PROVIDE ~P ON CON TRUCTION PLANS), FOLLOW ALLL NECESSARYVN Y.C. N.Y.S. CONDITIONS, CLIENT, AND OR GENERAL 2. BEFORE 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 NOTE. ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE. CONTRACTOR WHICH DIFFER FROM THE Q OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND SUB FOR TILE AREAS TO BE SCREWED AND GLUED NECESSARY DRAIN VALVES. ALLOW FOR EXTENSION JAMBS FOR AN S" CONC. BLOCK WALL. CONSTRUCT. DRAWINGS/SPECIFICATIONS. rF'~~, WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. OF PROV. FLOOR DRAIN AND 10. GAL. SUMP. v U 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ® EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/ 2 COATS SATIN SS SATIN AO TW 210410 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. OTW 2852 O h FROM THE DIMENSIONS SHOWN. CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED INSTALLED Y ©TW 2632 z 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE CT. OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE HAVE S SHOWER HEAD OD DHT 2810-ABOVE WINDOW DRAWINGS UNLESS OTHERWISE NOTED. WATERPROOF ADDITIVE MIXED IN. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND O C 235 J. PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, O TW26310 N COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALLAPPLICABLE . CODES ELECTRICAL LEGEND V ^ M ©TW2846-2 b 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO U THE WORK OF THIS CONTRACT CONTRACTORS SHALL INITIATE ALL REQUIRED NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 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 =S AND i F.U. IS TO I B BUILDING w BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS 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 S DTHERWISE SECTION -ED BY THE 24' N 8. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ELECTRICAL CONTRACTOR. MCI ~ ° m a~ DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO NOTE. ALL SWITCHES AND RECEPTACLES TO BE 'LUTRCON', "DECORA" IN COLOR STARTING ADDITIONAL WORK O,N.O.. DOWNLGHT TRIMS TO BE WHITE. N COLOR EQ• E EO. 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS SYTIMERS - - - - - - I F PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. LOCATED IN ELECTRIC PANEL REFER TO CONSTRUCT DRAWINGS FOR SIZES. * DUPLEX ELECTRICAL RECEPTACLE 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER wGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUIPT FUTURE STAIR ACCESS III UP / I, I 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK (Psc DUPLEX SEPARATE CIRCUIT RECEPTACLE TO STORAGE ABOVE SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. 17, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE $ WALL SWITCH $3 3-WAY WALL SWITCH $4 4-WAY WALL SWITCH PROCEEDING.6 CEILING MOUNTED JUNCTION BOX late WALL. MOUNTED JUNCTION BOX NITCH >aW 0 O I ICTION BOX III \1 m ¢ RECESSED DOWNLIGHT (100W) "LIGHTOLIER" OR APPROVED EQUAL AL III ~j~ 0 / c JE ~a W INSULATION NOTES: E EXTERIOR MOUNTED DOWNLIGHT (100W) WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED m n `.J ~e INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) IED III X b:) N@LL EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST BY'CERTANTIEED' OR APPROVAL EQUAL. OEF FAN "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. oT NEW EXTERIOR WALLS', 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION BY'CERTAINTEED' OR APPROVED EQUAL ($F EXT. MOUNTED LIGHT WITH FAN 2 - 2" X 10" FLUSH GIRDER ABOVE - III NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED OR APPROVED EQ. eso SMOKE DETECTOR/CARBON MONOXIDE DETECTOR TO BE CRAWL SPACE: 9-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES HARD WIRED TO CENTRAL CONTROL BOX IL INSTALLED AS PER N.Y.S. BUILDING CODE. r - _ J - r - = 24' NEW BASEMENT: R-1 O RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE d T NEW TELEPHONE RECEPTACLE 3 - 2" X 10" FLUSH GIRDER ABOVE~ i - Ir 2R ABOVE 0 BASEMENT PERIMITER d c CABLE TV RECEPTACLE BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INSTALLED AS PER N Y S. BUILDING CODE. Dy VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) 31' xm xm i/ ><U why N~ / / O} D \ mma: Z W 0 W z 3, ~B UD3 ~~.~~~JB CONSTRUCTION ,LEGEND: REMVE EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH 4 o~m Xm7 I p QW DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. ~L_n 2 Z 2012 EXISTING INTERIOR PARTITION T&REMAIN. PROV. 1 LAYER 1/2" GYP BD Z~I BOTH SIDES OF EXISTING WOOD STUDS. CLR. PINE 4" COLONIAL BASE TRIM. BLDG DEPT j 00 NEW EXTERIOR PARTITION- 2" X 4" WOOD STUD WALL W/ 1/2" CDX PLYWD. TOM 0r SOILHUD Q LLJ EXTERIOR SHEATHING (TYVEK WRAPPED &TAPEO), 6" EXPOSURE PE/RF. WD. ~JB SHINGLES(PROV. I COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED '~-/TAPED) DINING C CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). 14'-0" X 1 '-7" DING OOM KITCHEN ; P - - - - _ - P - F 2 OZ J 14'-0" X 1-~" 12'-3" X 14'-T" I NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. 1 3~ 2 uq t y W 0 (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE RESIST GYP. BD. (GREEN BD,) FOR ALL BATHROOM WALL AND CEILINGS. 2 a PROV. CEMENT WALL BD. FOR ALL TILE AREAS. 1 - B - - - - - - B E E _ BL BUILDING L 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 SECTION W U.O.N. ALL TRIM SEMI-GLOSS. - - 28 LJsc Q F T E i' 0 31 (7 ---a is ° o \ LAUNDR' AUNDRY ROOM W SUNROOM a 0'-2^ 10-2 " X 12-31Lu 13'-0" X 261-0" V W DOOR SCHEDULE B u I \ ~ WEF - 13 1 ST, FLOOR ("MDF" BY MASONITE OR APPROVED EQUAL BY CLIENT) - 2 DOOR ID WIDTH HEIGHT DOOR PANELS OPERATION HINGE DOOR MATERIAL REFERENCE - o~ 1O DBL. 1'-10" 6'-8" MOF 2-FLAT SWING L & R. CLOSET JB~ O2 DBL. 1'-10' 6-e" MDF 2-FLAT SWING L & R. CLOSET I 1 w~ ¢ N¢ CID 0 O3 21-4" 61-8" MDF 2-FLAT SWING R.H. BATHROOM WLL O4 2'-4" 6'-8" MDF 2-FLAT SWING RH. BATHROOM i 11 4'-0'CH ¢ MATHEORAL /3 \ 3 3 \ TJ9 I ~d ~W O 21-6" MDF 2-FLAT LAUNDRY RM. 61 i` CEBUNG ABOVE L WD N0 O 2'-4" 6'-8" MDF 2-FLAT L.H. LOSET T 1 - `?Je O 2-6" 6'-8" MDF 2-FLAT SWING L.H. BASEMENT I ~ l T 9 J \ P ~O @)2'-6" 61-e" MDF 1-FLAT R.H. BEDROOM I 'Ic JB I ~ 47 O 2'-6" 61-8" MOF 1-FLAT L.H. LAUNDRY RM. I I g 9 O N 10 DBL. 3'-0" 6'-8" T, B. D. T.B.D. POCKET DINING RM. 3 \ e mmm 7 0 N 11 3'-0" 6'-8" T.B.D. T.B.O. SWING R.H. FRONT DR. W/ SIDE LITES. 2 I ~ ' ua \1 II p Aso N Uj 12 2'-6" 6'-8" MDF 2-FLAT SWING R.H. EXTERIOR -78 02 I / 1 I / 13 2'-6" 6'-8" MDF 2-FLAT SWING L.H. L,ROOM/FOYER GAS 14 F.P.S.C. 2'-6" 6'-e" MDF 2-FLAT SWING L.H. GARAGE B TWO wAAV UNIT I / ~ I DWW T j ' I I I 1 N¢ N¢ 15 21-8" 6'-e" T.B.D. T.B.O. SWING R.H. EXTERIOR "MPJESTIOC"CVKS PRCV. HIEARTH Z Z 0 WLL PER N9.E CODE 16 2'-4" 6'-8" MOF 2-FLAT SWING L.H. CLOSET 1 1 1 / A EIRESS D5 .6 W W ¢F Je UP 0 ~w iAN ~wcy CC 17 9'-0" T-0" T.B.D. T.B.D. GARAGE 2ND. FLOOR W W,\r>>Z 2'-4" 6'-8" MDF 2-FLAT SWING R H. BATHROOM , 18 L _ B B B - 4-~ D, \dl 11 1 DW¢ CW¢ ¢O Dir - 33 „ 00 0~ m ~L~~an _ -d ~ ~ n n 19 2'-0" 6'-O" MDF 2-FLAT SWING L H. ATTIC - - (INSULATED) O 21-0" 6'-0" MDF 2-FLAT SWING R.H. ATTIC (INSULATED) 21 ~ - D 6 61 2'-6" 61-8" MDF 2-FLAT SWING R.H. BEDROOM 131 L EGRESS _ B EGRESS D D D D m d C3 7 co DBL. 21-2" 6'-8" MDF 2-FLAT GLIDING CLOSET 4 6'_8 9._ 8' 8'1 3-10.. SCALE: 2'-4" 6'-8" MDF 2-FLAT SWING L.H. BATHROOM 1/411_110` 1 6'-8" MDF 2-FLAT SWING R.H. CLOSET LIVING ROOM 40 BEDR OM 2'-0" 6'-0" MDF 2-FLAT SWING L.H. CLOSET 14'-0"X 18'-4" 1Z-U" X 1 '-3" OFFICE SET DWG. NAME: .8.08 FIRST FLOOR ~6 31-0" 61-8" T.B.D. T,B.O. F.WOOD L. & R, CLOSET PLAN FIRST FLOOR 1,470 SQ. FT. FHESE gWINGS g91NSTRUM ENTS OF SERVICE, OL E PROPERTY OE THE RCHITECT NO DWG. NO.: CHANGES, AND/OR MODIFICATIONS ALLOWED W/O WRITTEN .AUTHORZATION a FAR UITTF, . ANY REPRODDCTON IN PART - ~ E IS STRICTLY PROHIBITED BY -NW GENERAL NOTES: FOUNDATION NOTES: CONSTRUCTION LEGEND: NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT fT~ 5 OF ANY AND ALL REVISIONS DUE TO FIELD 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 CTO Ic EXISTING PARTITION TO REMAIN. )TING SHALL ~i NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. 1 FOOTING. (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE CONDITIONS, CLIENT, AND OR GENERAL AND ORDINANCES. INSPECTION AND VERIFICATION. CONTRACTOR WHICH DIFFER FROM THE 'z 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE 2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL CONSTRUCT. DRAWINGS/SPECIFICATIONS. O OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING, RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL/CEILINGS & WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS, STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. 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 1 O" IN LENGTH WITH A WITH A CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS MAXIMUM SPACING OF 4'-0" ON CENTER. 1 0 FROM THE DIMENSIONS SHOWN, 4. ALL CONCRETE TO BE 1:2:3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED iE NOTED FOUNDATION LEGEND: 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE OR SPECIFIED. DRAWINGS UNLESS OTHERWISE NOTED. 5. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE ALL BE NEW e" POURED CONCRETE FOUNDATION WALL WITH 1'6" X 10" DEEP O 3.. z a 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID U-ED SOLID FOOTINGS, REFER TO DRAWING A.3 FOR HEIGHTS. N U PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO 4" POURED CONCRETE SLAB WITH 6X6 10/10 W.W.M. ON CLEAN COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE COURSES DOWN. SEE NOTE 3 ABOVE. CODES. 6. PROVIDE 0.025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL ON AT ALL COMPACTED FILL. 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO PERIMETER SILLS. THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED 7, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. PRESSURE TREATED. NIZED OR 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. u D N & ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ELECTRICAL LEGEND: y Q ~ ~p DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO 24' STARTING ADDITIONAL WORK. AND 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING NOTE. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND J IS TO PARALLEL TO THE FRAMING. PROVIDE 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 REFER TO CONSTRUCT DRAWINGS FOR SIZES. BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. I' AERWISE j I I 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR 'T2 CONS. GRADE OR BETTER. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE J BY THE I I I I 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK ELECTRICAL CONTRACTOR. I II I I I SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA° IN COLOR 'OLOR PROV. 4" P. CONC. C. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE U.O.N. DOWNLIGHT TRIMS TO BE WHITE. PROCEEDING. SLAB W/ 6" X 6' ON CLEAN COMPACT FIL~ ,F LL~ I I SLOPE I DUPLEX ELECTRICAL RECEPTACLE I I vev • I 4)sc DUPLEX SEPARATE CIRCUIT RECEPTACLE I 4" DIA STRUCI " DIA STRUCT. STEEL I BURIED II BURIED IN FTG. I I U DEMOLITION NOTES: $ WALL SWITCH B$ 3-WAYWALLSWITCH (TYPI L ALL F 1._6., X T-6" X 12" D. 17 IYPI L ALL AREAS) P. CONC. FTGS.(fYP) 2'-0"X2'-"X 1£ "-D" X 2'- " X D. 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED ON THE VjB CEILING MOUNTED JUNCTION BOX . ' P. CONC. FTGP I I CONC. FTGS. (fVP) I I DEMOLITION PLAN (S). I I Q, I I I I 24' Q Y 2. THE CONTRACTOR SHALL EXECUTE THE WORK WITHIN THE REGULATIONS OF GSD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: THE BUILDING OWNER FOR DEMOLITION AND REMOVAL OF DEBRIS INCLUDING TO BE HARDWIRED TO CENTRAL LOCATION. I I I " I I L__:J TEMPORARY PROTECTION AS REQUIRED. EVERY PRECAUTION SHALL BETAKEN AS I I 0 TO NOT DISTURB EXISTING ELECTRICAL, MECHANICAL, AND PLUMBING. I I I I 3. THE CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER I I I I NOTE: 71-411- I I g" P. O FOUNDAT N rl-n^' I r ' DEMOLITION AND IF DISTURBED SHOULD BE RE-CIRCUITED. V / :I Z W L W/ 1'6 FIGS. i N .V FTGS. .Il ? 0 W Z PROV. 2 VENTILATION OPENINGS (TYP. ALL FOUNDATION.) IONJ DEMOLITION LEGEND: COVERED WITH A CORROISON 4 RESISTANT WIRE MESH, WITH I I Q THE LEAST DIMENSION NOTI r------------r I I'Q EXISTING PARTITION TO BE REMOVED EXCEEDING t/g". PROV. 4" P. CONC. C' b Q W_ EXISTING PARTITION TO REMAIN SLAB W/6"XSON CLEAN COMPACT FILL )N 1, 06 ~SiL~O~PES ZF y 00 O EXISTING WINDOW TO REMAIN. I( __________________J .I. F' O EXISTING DOOR TO REMAIN. 12' I II 4'CRAWLSPACE\II r________________________ ER EXISTING WINDOW TO BE REMOVED PROV. R-101NSUL. BO. UNDER _____________________I AGAINST EXTERIOR FOUNDATION 1I B (TO 24" DEPTH. (TYP ALL) VENT WALL I 7- PROV. 2' W. X 70" L. Z is..ein~= "IXI6TIN(3tlOLOFiummEB@EMOVEO - ' 'I~ HAUNCH SLAB Q GARAGE OOR W J OPENING cr QO. 44-11 31 B MENT WINDOW BASEMENT WINDOW / LIJ Z =q~~ W' X2'_O" H. _____________21-4" W_X DI' H.___ L_ r------- , W II _ _ • _ I I rJI PROVIDE POCKET IN r_________ PROVIDE OUND. WALL FORN H3-1/2" X 11 -7/8" MICRO. WALL DR. ACROSS O PG. IINLAM III BEAM FOUNDTO IIT IN FOR. rW I j I F BEAM TO SIT IN. FOUND. WALL. L ~ II II I I I i BASEMENT WINDOW r W 214" W. X 21-0" H. I I I I I I I I I I I I - - - - - - - - - - - - - - - JB JB I I I I 4" P. 41'ONC. SLAB ON 14 -4" 4' DIA STRUCT. STEEL I I I I I I ~ CLEA1 COMP. FILL COL. BURIED IN G' 8' CEILING HT. j (TYPICAL ALL AREAS) 1 + 1 I I I I I I ,I (TYPICAL) I I I I 1 P P. CONC. X12"DI i~ 9' COILING HT. P. CONCC. . FTGS.(MP) I I I I I ~ I i (TYPICAL) I PROVIDE POCKET IN PROV. 4" P. CONC. = I ~ I I ' I FOUND. WALL FOR I SLAB W/ 6" X 6' ON 16' W12 X 40 FLUSH STR. I I CLEAN COMPACT FILL) I I 31 .µ1~ I BEAM TO SIT IN. I J I STLy BEAM C.7 I I I I 1 I I . I "'Je II I 1 I ~ I I ~'.I I I I I 25'-1 1'nl I .I I 4" R. CONC. SLAB ON I I I II I I L_ _1 I_-J I I .I I.. I CLEAN COMP. FILL 9' CEILING HT. I I I ~ I I ~ II (TY~ICAL) I I I i. I JAM 2 2 'a I I ~ I I I I I I I I' I i~ I I II I I I I I W I I I I I I I j PROV. 5/8" F.C. GYP. BD. II r__J LI rEILING THIS AREA L Li I OR FURNACE EQUIP. I I I I 1 4" P. CyO~NC. SLAB ON 2" X 6" CCA SILL PLATE C I FLUE P'ROV. B" DIA, FLUE FOR CLEAN COMP. FILL NEW BOILER.ae 11 1 Q~ 2" X 6" C ANCHOR R BOLTS 4'-0" O.C. I -----2"X 6"CCA SILL PLATE N2 ABOVE. (TYP. ALL AREAS. I I I ANCHOR BOLTS 4'-O" O.C. N I I I I I I I I 60 GAL. "SUPERSTORE" r ANCHOI HOT WATER STOR. TANK. ABOVE. ABOVE. (TYP. ALL AREAS.) F Z 0 B" P. CONC. FOUNDATION I I ZW W F WALL W/ 1'B" X 10" D. FTGS. L--~ f L__ rJ 1 i~ B" P. CO 1 PROV. 2 ZONE HYDRONIC FAN COIL 9 WALL W S" P. CONC. FOUNDATION Cll'~~C~- J32 J3 dlh WAL PI. ALL1FOUNDATION.GS ~``@~~2~PgR'0 /r(tY Ofu O W C (T'P. ALL FOUNDATION.) 1 UNIT HEATING SYSTEM W/ BOILER. (TYP. AL (TY J L (SIZE BOILER AS REQUIRED.) PROV. 60 GAL. "SUPERSTOR" HOT WATER m 1 I _ I 1 1 NO ca J 01 C LL m 1._6.. J u 1 _6 II I 13' ~ OF NEB co m ° N C5 40' SCALE. 1 /4"=1'0" FOUNDATION PLAN L71 ICE SET DWG. NAME: ,$.0$ 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 ALRHORI2P.TION BY THE ARCHITECT ANY REPRODUCTON 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 W a T. NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE , PROVIDE ALL NECESSARY ROUGHING AND op ON CONSTRUCTION PLANS)`FOLLOW ALL NECESSARYVN.Y.C. AND N.V.S. ATED UNLESS OTHERWISE NOTED. JE OF ANY AND ALL REVISIONS DUE TO FIELD W F . ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES ® HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LB. FELT., ND ORDINANCES. (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. CONDITIONS, CLIENT, AND OR GENERAL BUILDING CODES THAT APPLYTO WORK BEING COMPLETED. PROV. ALL NOTE: ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE. CONTRACTOR WHICH DIFFER FROM THE z CONSTRUCT. DRAWINGS/SPECIFICATIONS rM'~ O . 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, COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND SUB FOR TILE AREAS TO BE SCREWED AND GLUED. WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. *F PROV. FLOOR DRAIN AND 10. GAL. SUMP. 4TS SATIN OTW 210410 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ® EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/ 2 COATS SATIN CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS REF. POLY. (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) OHB PROVIDE FROST FREE HOSE BIBS. OTW 2852 O F Z FROM THE DIMENSIONS SHOWN. CERAMIC TILE - "AMERICAN CLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED INSTALLED ©TW 2632 ,HAVE ~S SHOWER HEAD OD DHT2810-ABOVE WINDOW ~ s C7 3 ^ 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 DRAWINGS UNLESS OTHERWISE NOTED. WATERPROOF ADDITIVE MIXED IN. EO C 235 z~ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, FO TW2631 O N .kV COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE © TW2846-2 Nt CODES ELECTRICAL LEGEND . 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 .ES AND B.F.U. IS TO uIL U~ INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. REGULATIONS OF THE N.Y.S,F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO BE PRESENTED TO THE OWNER ATTHE COMPLETION OF THE JOB. S S TION a~ 7. THE CONTRACTOR SHALL ATALL TIMES KEEP THE PREMISES CLEAN AND IS NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE OTHERWISE 24,I wN 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 'LIED BY THE d~ I--1 r~ e ELECTRICAL CONTRACTOR. EQ. [ ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR IN COLOR EQ. 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 BY TIMERS PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. LOCATED IN ELECTRIC PANEL REFER TO CONSTRUCT DRAWINGS FOR SIZES. m,h DUPLEX ELECTRICAL RECEPTACLE I I ~ I 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. $GM DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT FUTURE STAIR ACCESS III UP TO STORAGE ABOVE. 'ae' i 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK $so DUPLEX SEPARATE CIRCUIT RECEPTACLE SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. $ 3-WAY WALL SWITCH 4-WAY WALL SWITCH W ~2 TWITCH / p i I h a $a ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE WALL SWITCH 3- \ / Q i ~ III PROCEEDING. ` JB CEILING MOUNTED JUNCTION BOX 0, WALL MOUNTED JUNCTION BOX NCTION BOX I / ] I RECESSED DOWNLIGHT (100w) "LIGHTOLIER" OR APPROVED EQUAL UAL III I J5 ? C7 ~a III L)d2 .N XME INSULATION NOTES: E EXTERIOR MOUNTED DOWNLIGHT (100W) WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED AB INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) RED iv ~LL JST EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST BY'CERTANTIEED' OR APPROVAL EQUAL. ~$BF FAN "GROAN" HEAVY DUTY UNIT OR APP. EQUAL. Z NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION 2 - 2' X 10" FLUSH GIRDER ABOVE - BY'CERTAINTEED' OR APPROVED EQUAL.F EXT. MOUNTED LIGHT WITH FAN F_ ~ - - - - - - - r _ - - - W NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. *30 SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE _ - 24' Q CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES HARD WIRED TO CENTRAL CONTROL BOX INSTALLED AS PER N.Y.S. BUILDING CODE. NEW BASEMENT: R-10 RIGID FOAM 20" BELOW GRADE AROUND ENTIRE Q T NEW TELEPHONE RECEPTACLE ER ABOVE O BASEMENT PERIMITER. QO CABLE TV RECEPTACLE a~ ~ 3 - Z. X 10" FLUSH GIRDER ABOVE- I } BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) ~ I INSTALLED AS PER N.Y.S. BUILDING CODE. ~v 31 xm x6 >3W \ i Z W b! °o W _Q Z ¢ \ \ t7 9' r r - e 0 CONSTRUCTION LEGEND: 4 XOD 0 QW EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH N@j LL Z F DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. EXISTING INTERIOR PARTITION TO REMAIN. PROV. 1 LAYER 1/2" GYP. BD. BOTH SIDES OF EXISTING WOOD STUDS. CUR. PINE 4" COLONIAL BASE TRIM, I W I +JB Q NEW EXTERIOR PARTITION- 2" X 4" WOOD STUD WALL W/ 1/2" COX PLYWD. - EXTERIORiSHTVJ-GGVE{O!1!.RN.P~,P-*TJ#P€0J^'eu.,EXP.gSURE PERF. WD. R _ 0 J _ 'SHINS- ES (PRO . 1 COAT BL`~.4CH G OIL). 1/2" GYP. BO.(SC15E;wEO.tis,AtxEO),~._ DINING ( WING ROOM KITCHEN - F- - - Z CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). 14'-0" X 1-7 14'-0" X 1-7" 12'-3" X 14'-7" UP _ w 0^ NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD.j' I 1 I A /III-~ 1 (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE I I RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. PROV. CEMENT WALL BD. FOR ALL TILE AREAS. - B B E E - ~ I E3 B LDING W - © o I SE SEC 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 U.O.N. ALL TRIM SEMI-GLOSS. 6 CO F (7 ---a\ 6 3I LAUNDR AUNDRY ROOM W 1 U-2" 101_2° X 12,3 SCREENED IN PO CH it \ 13,-O" X 26r-Q" I r V I c sc _-av_r DOOR SCHEDULE w / \ w WEF 3 O ~JB 1 1 - ' i~ I LDOOR FLOOR ("MD F" BY MASONITE OR APPROVED EQUAL SY CLIENT) ID WIDTH HEIGHT DOOR PANELS OPERATION HINGE DOOR MATERIAL REFERENCE BL. 1'-10" 6'-8" MDF 2-FLAT SWING L & R. CLOSET BL. 1'-10' 6'-8" MDF 2-FLAT SWING L & R. CLOSET / I__I I I I~ I I I O 2'-4" 6'-8" MDF 2-FLAT SWING R.H. BATHROOM O 2'-4" 6'-B" MDF 2-FLAT SWING R.H. BATHROOM O 2'-6" 6'-e" MDF 2-FLAT LAUNDRY RM. I \ l _ - _ _ - - 3 \ .i .6wLl F O 2'-4" 6'-8" MDF 2-FLAT L.H. CLOSET 26 i O 21-6" 6'-8" MDF 2-FLAT SWING L.H. BASEMENT j T O 2'-6" 6'-8" MDF 1-FLAT R.H. BEDROOM I ° I O 2'-6" 6'-8" MDF 1-FLAT L.H. LAUNDRY RM. j $ O W 10 DBL. 3'-O" 6'-8" T.B.D. T.B.D POCKET DINING RM. II N N 17 3'-0" 6'-8" T. B, D. T.B.D. SWING R.H. FRONT DR. W/ O SIDE LITES. UP 11 II 2 - 12 2'-6" 6'-8" MDF 2-FLAT SWING R.H. EXTERIOR 13 2'-6" 6'-8" MDF !-FLAT SWING L.H. L.ROOM/FOYER OS N¢ 14 F.P.S.C. 2'-6" 6'-e" MDF 2-FLAT SWING L.H. GARAGE B jr TO 15 2'-8" 6'-B" T.B.D. T.B.D. SWING R.H. EXTERIOR ' F I D 6 F W 16 2'-4" 6'-8" MDF 2-FLAT SWING L.H. CLOSET 1\ II 11 / ~ ~ j I A E RESS W W 1 1 / ~EpE A qC D ? o 17 9'-0" T-0" T.B.D. T.B.D. GARAGE I ~I I 2ND. FLOOR wm Wx 1B 21-4" 6'-8" MOP 2-FLAT SWING R.H. BATHROOM _ B B B I~Ii ~ 14-6 333 I U)o ca LL NLL N m 19 2'-O" 6'-0" MDF 2-FLAT SWING L.H. ATTIC (INSULATED) \d) 2-0" 61-0" MDF 2-FLAT SWING R.H. ATTIC - (INSULATED) 2' I- B _ _ _ _ _ _ _ _ 1($ EGRESS _ _ _ B EGRESS G 2'-6" 6'-8" MDF 2-FLAT SWING R.H. BEDROOM 13' N M o T~~FOFNEf~y%/ co 92 DBL. 2'-2" 6'-8" MDF 2-FLAT GLIDING CLOSET D D D D ~Mmff 41 61_311 pl p l 7'-4" 3'-y 1 0', CLIVING ROOM a-, V V BEDR OM SCALE: 21-4" 61-8" MDF 2-FLAT SWING L.H. BATHROOM 1/4"= 1'0" 2'-O" 6'-8" MDF 2-FLAT SWING R.H. CLOSET ©5 21-0" 61-0" MDF 2-FLAT SWING L.H. CLOSET 14-118-1 40 12-1 x t FOFFICE SET DWG. NAME: 1.8.08 FIRST FLOOR U6 31-0" 61-8" T.B.D. T.B.D. F.WOOD L. & R. CLOSET PLAN FIRST FLOOR 1,470 SQ. FT. 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 n OR WHOLE IS STRICTLY PROHIBITED BY LAW. ,l~L` AWN GENERAL NOTES: FLOORING LEGEND: PLUMBING LEGEND: WINDOW LEGEND: NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT W ~ NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE IE OF ANY AND ALL REVISIONS DUE TO FIELD 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES ® 3ARD SNOOD FLOOROFING-SELECT BASED WHIT POAK 2 1/4-'W., B. FELT., INDICATED UNLESS OTHERWISE NOTED. *P ON PROVIDE CONSTRUCTION PLANS)• FOLLOW ALLL NECSSARY N.Y.C. AND N.Y.S. CONDITIONS, CLIENT, AND OR GENERAL AND ORDINANCES. FIN COATS OIL SATIN . BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL NOTE: ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE. CONTRACTOR WHICH DIFFER FROM THE z CONSTRUCT. DRAWINGS/SPECIFICATIONS. r~'1 THE CONTRACTORS SHALL FURNISH THE SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED. RE COMME NECESSARY DRAIN VALVES. ALLOW FOR EXTENSION JAMBS FOR AN 8" CONC BLOCK WALL. Ov ~ N 2. BEFORE NCEMENT OF WORK, 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. WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. OF PROV. FLOOR DRAIN AND 10. GAL. SUMP. \TS SATIN AOTW 210410 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ® EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/ 2 COATS SATIN *HB PROVIDE FROST FREE HOSE BIBS. ©TW 2852 CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS REF. POLY. (TYP. ALLAREAS) PATCH ALLAREAS AS REQUIRED) 1 U I-1 0 FROM THE DIMENSIONS SHOWN. CERAMIC TILE - "AMERICAN CLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED ;INSTALLED ©TW 2632 HAVE 0 S SHOWER HEAD ODHT 2810-ABOVE WINDOW 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 WATERPROOF ADDITIVE MIXED IN. O C7 3 ^ DRAWINGS UNLESS OTHERWISE NOTED. EO C 235 z^ N 5. THE PROTECTING ALL WORK DURING CONSTRUCTION AGAIN ADEQUATELY ST DAMAGE, BREAKAGE, FO TW2631 O U ^ v COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE ELECTRICAL LEGEND PI ~ ~ OG TW2846-2 CODES. 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO ES AND STC STORAGE W u a~ THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 3.F.U. IS TO t5'-0 i s-o^ x n- r 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. ~ N rl 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE OTHERWISE LIED BY THE 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 ELECTRICAL CONTRACTOR. 2 -5 -T' e. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE IN COLOR DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO NOTE: ALL SWITCHES AND RECEPTACLES TO BE LUTRON', "DECORA" IN COLOR STARTING ADDITIONAL WORK. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. BY TIMERS i 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. LOCATED IN ELECTRIC PANEL 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 INTERRUIPT 11. 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. WALL SWITCH $ 3-WAY WALL SWITCH $ 4-WAY WALL SWITCH ;WITCH J wQ ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE r$I~~ a a Oa > NCTION BOX Q p7 a p p: PROCEEDING. ~e CEILING MOUNTED JUNCTION BOX 0js WALL. MOUNTED JUNCTION BOX JAL Q 7CCC In °m~ W RECESSED DOWNLIGHT (100w) "LIGHTOLIER" OR APPROVED EQUAL TC ¢p .1B 30 m E,b U INSULATION NOTES: OE EXTERIOR MOUNTED DOWNUGHT (100W) WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHIERWISE SPECIFIED FIED ~O m0 Xm Xo E,b 15'-10" X0 AB INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) N v z EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST IST BY'CERTANTIEED' OR APPROVAL EQUAL. OeF FAN "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION w BY'CERTAINTEEQ OR APPROVED EQUAL. {WA tF EXT MOUNTED LIGHT WITH FAN NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEEQ OR APPROVED EQ. lbsc SMOKE DETECTOR/CARBON MONOXIDE DETECTIOR: TO BE 24'-0" 11 Y CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES HARD WIRED TO CENTRAL CONTROL BOX F - - - - - - _ F m INSTALLED AS PER N.Y.S. BUILDING CODE. 2" X 12" RIDGE BEAM ABOVE ABOVE ROVE ABOVE O NEW BASEMENT: R-10 RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE 1 NEW TELEPHONE RECEPTACLE r_n BASEMENT PERIMITER. do CABLE TV RECEPTACLE BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES DV VACUUM OUTLET (PROVIDE NECESSARY ELEC. P(OWER) INSTALLED AS PER N Y.S. BUILDING CODE. z ) w Q WIC Z CONSTRUCTION LEGEND: ATTIC Qw EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH z r- rr DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. 00 EXISTING INTERIOR PARTITION TO REMAIN. PROV. 1 LAYER 1/2" GYP. BD. W LIJ BOTH SIDES OF EXISTING WOOD STUDS. CLR. PINE 4" COLONIAL BASE TRIM. Q NEW EXTERIOR PARTITION- 2" X 4" WOOD STUD WALL W/ 1/2" CDX PLYWD. o J EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). 6" EXPOSURE PERF. WD. Z J~ 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 X 15'-O" w _ O a NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. 5 z (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE RESIST GYP. BD. (GREEN BO.) FOR ALL BATHROOM WALL AND CEILINGS. G w PROV. CEMENT WALL BD. FOR ALLTILE AREAS. r w c7 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. W r V I II III I I I I w I 0 I I DOOkSSCC EDULE I - 1ST. FLOOR ("MDF" BY MASONITE AL BY CLIENT) i:i DOOR I D WIDTH HEIGHT OPERATION HINGE DOOR REFERENCE / DBL. T-10" U-B" SWING L & R. CLOSET F N DBL. V-10' 6'-8" SWING L & R. O 2'-4" 6'-8" SWING R.H. BATHROOM *so 21 •sD \ / II O 2-4" 6'-8" MDF 2-FLAT SWING R.H. BATHROOM HARDWIRED j HARDWIRED - - - - - _ _ _ - _ - - - - - - - - O 21-6" 6'-e" MDF 2-FLAT LAUNDRY RM. O6 2'-4" 6'-8" MDF 2-FIAT L.H. CLOSET \ I O7 2'-6" 6'-8" MDF 2-FLAT SWING L.H. BASEMENT T C 24 I I 23 T 0 L O6 2'-6" 61-8" MDF 1-FLAT R.H. BEDROOM Og 2'-6" 61-W MDF 1-FLAT L.H. LAUNDRY RM. of I N N 10 DBL. S'-O" q6'-S"MDF .B.D. T.B,D. POCKET DINING RM. a 02 11 3'-0" T.S.D. T.B.D. SWING R.H. FRONT SIDE LITES DR.. W/ Q~ 12 2'-6" DF 2-FLAT SWING R.H. EXTERIOR 45- 7e 1 ir NN 13 2'-6" DF 2-FLAT SWING L.H. L.ROOM/FOYER I F- / ~ \ I I I N 14 F.P.S.C. 2'-6" 2-FLAT SWING L.H. GARAGE Z Q K@15Z-8" .B.O. T.B.D. SWING R.H. EXTERIOR O 2 of WH D44.6 J od Do U-e" MDF F7'-O" T.B.D. T.B.D. GARAGE OPEN TO ~~9~QpNKP1LyT~ NZ BELOW n~ WJr E9 ¢ ~jr a 6'-8" MDF 2-FLAT SWING R.H. BATHROOMTIC C _u N 1 j o 0 6'-O" MDF 2-FLAT SWING L.H. AT(INSULATED) d ©0 61-0" MDF 2-FLAT SWING R.H. ATTIC (INSULATED) OZ121 p¢ / w ~OFFIEWN, I 21-6" 6'-8" MDF 2-FLAT SWING R.H. BEDROOM SCALE: BATHROOM STUDY ©2 DBL. 2'-2" 6'-8" MDF 2-FLAT GLIDING CLOSET 81-9" X 141-0" 121-0" X 16-13" 1 /4°=1 'a" ~ 3 2'-4" 6'-8" MDF 2-FLAT SWING L.H. BATHROOM 2-FLA R.H. CLOSET ©4 2'-O" 61-8" MDF T SWING D5 D7 OFFICE SET DWG. NAME: 1.8.08 SECOND FLOOR PLAN NSTRU ARETHE SOLE RO EIRTY OF TIHE ARCHTECT, NO DWG. NO.: ©6 2'-O" 6'-0" MDF 2-FLAT SWING L.H. CLOSET A.6 SECOND FLOOR A.6 6 3'-0" 6'-8" T.B.D. T.B.D. F.WOOD L. & R. CLOSET 880 SO. FT. REVISIONS, CHANGES, AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT ANY REPRODUCTION IN PART A-G OR WHOLE IS STRICTLY PROHIBITED BY LAW. a NOTE: 5 CONTRACTOR TO NOTIFY THE ARCHITECT y~ OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL hl.~ z CONTRACTOR WHICH DIFFER FROM THE _ CONSTRUCT. DRAWINGS/SPECIFICATIONS. r`rl/ OZ a V w zm N V W 0 w N ~~GG O .w 46 0.ib I HEM W U Z W Q 0 I limil I 0 o I W VJ 0 W Z z w n rr N W .0 rr z W WES WEST ELEVATION W a ~ 0 - 0 a a z w w c7 ~W ill TW ..L 0 w EM EM 7 N N_ REM 9E w N¢ N¢ r -0 w Luz ~a I a~\6~ HK NO S~~A 0fu Wz ¢ E N° m s ° EA% EAST ELEVATION j o T9 02121 OP / ° OFNE~y~~ N_ N I SCALE: 1/4"=1'0" ~I 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 BYTHEARCHrECT ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW, I AWNW NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT W a OF ANY AND ALL REVISIONS DUE TO FIELD W CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE ZO CONSTRUCT. DRAWINGS/SPECIFICATIONS. TF1 0 UU O E h Z O ~ N z~ N U M U a ~w W o 12 ~ N 10' VIF 3'-;10" I 1}/-2ND. FLCEILING 81 F.. W 24'-O" T GRADE - U 2ND. FL. DECK Z WY 9' ® 0 8 0 0~ w F.. a C/ W w W z 0 cl) 1ST. FL. DECK w w0 z NORTH ELEVATION w P ~ W o ~ 0 J ®+g~G 61_71I C.H. o TOP OF I a IL - WINDOW li li ii 111\~\ III II 11 1111 ~1j^\ G z 1 i1 h 4 I j'~ \ 21, X101. CJ W/JO ST HNOF, 2"X10"CJ W/JOIST HNOR, 2ND.FL.DECK 1 1 I f HNGRR 10•• W PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLES. (TYP. ALL AREAS) p1B"O,C. P. ALL) _ T\ Q16"O.O. P.ALL P1L 1// OVER 15 LB. FELT. PROV. "WEATHER 1i 1111111111\ WATCH" UP 21-0" OF ROOF EDGE. 3 - 2" X 10" FLUSH GIRDER ABOVE \ _~~~14 II Iii 1111 j1~\ 4" DIA. STRUCT. STEEL \ 6. ~l II 111 111 111 h\ W i~% / \ \ III 1 II \ 6-T\` 1I 1111 11 ?\'e\ r..ni RI IRIFD IN FTG \~~II 11 111 i1, V N 91-311 ~ `III II I II iSLFL HEIGHT C H. APICAL ALL AREAS) X C. X D. P. C \ =P III 14 P. CONC. FTGS. (TYP) ~=i ~~q III II I X PROB. P. CONC. SLAG W/ 6"X6'ON ` L =P CLEAN COMPACT FILL SP. CONC. FOUNDATION WALL WA ~'6" X 1 O" D. FTGS. (TYP. AILL FOUNDATION.) ® ® BUILDING SECT. D W N PROV ® ® fi" EXPOSURE VINYL SIDING IMP OR N_ IMP SSIONSR VI TAINTE D'1 AP . EQ. (TYP. ALL EXT. WALLS) O> N¢ N¢ TH 0 WLL J DW ICA Q K w°rgoti/~~ o 0 n Wr ~g a DM N° m 0 0 0 SOUTH ELEVATION U?8 t1 w q IYEN .i N fV ' SCALE: 1/4"=1'0" 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 ~_^4. OR WHOLE IS STRICTLY PROHIBITED BY LAW, O FIce- GENERAL NOTES: CONTRACTOR'S NOTE: COMPLY WI COMPLY WITH ALL CODES OF 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AFTER THE REMOVAL OF INTERIOR PARTITIONS, NEW YORK 81 EW YORK STATE 8 TOWN CODES UNDERWR" _"S ".7TIFICA z AND ORDINANCES THE CONTRACTOR MUST INSPECT AND NOTIFY THE ARCHITECT OF THE ORIENTATION OF AS REQUIRED 3 p 3 REQUIRED AND CONDITIONS OF REQUIRED E 2. BEFORE COMMENCEMENT OF WORK. THE CONTRACTORS SHALL FURNISH THE CEILING JOISTS AT THAT POINT THE ARCHITECT OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WILL DETERMINE IF FLUSH HEADERS WILL sourHOLDTOWNZBA OVEDAS sz ~ WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS NEED TO BE INSTALLED OR IF ANY OTHER h k/ If DATE: B.P. • O E a SOUTHOLCTOWNPLANNING BOARD 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND TYPE OF STRUCTURAL MEMBER WILL NEED z UTHOLDTOWN TRUSTEES FEE: S-785µd BY: ~ppk CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS TO BE USED, NOTIFY BUILDING DEPARTMENT AT FROM THE DIMENSIONS SHOWN. N.Y.S DEC 786.18D2 SAM TO 4 PM FOR THE 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ECTKM: V v m 1. FOUNDATION - TWO REQUIRED O _ z = DRAWINGS UNLESS OTHERWISE NOTED FOR POURED CONCRETE 0' 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 24' 2. ROUGH - FRAMING ` PLLIM82Ri PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, % INQI 11 ATM - -FION - - FF--ii a .ir COLLAPSE. DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE CODES. FINAL - C STRUCTION MUST w i_ - - - - - -C RT IC C RT IC TE r AN 1~ I BE COMPUTE FOR C.O. U 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO ALL CONSTR TO1 SHALL MEET THE SO DE US D I W TE I REQUIREMEN S OF THE CODESOF NEW W THE WORK OF THIS CONTRACT U.O.N. CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT U O N 11 SUDL III N ~l QA $U L Y. E NO •.l I 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 EXCEEG EXCEED 2/10 OF 1 LEAD. DESIGN OR CONSTRUCTION ERRORS. I ~ III b . X II o' II II ROV 4 II CONC. II II !b II B. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE II SLAB W/ 6" X U ON ~ P. CONC. 3"X6'ON II iIXO II DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. • ! CLEAN COMPACT PAT FII~I„~. VI PACT FII~~FITIFICAI NAOFII C UPANCY OR, NA ID NA ING & CON CTIONS / EEP0" O C. e. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS, REFER TO CONSTRUCTION DRAWINGS FOR SIZES. ,8' i III !I II II II II II II II I! II II II REPUI~ED{I II III. I (JS 4 S. I WIT GE 10, ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST GRADE OR BETTER. I - - - - ; I OF OCCUPANCY 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK = - ------M€€fi q 23- 11 M€€T THE R€OUIREMENTS OF T~F ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING. C®€ €0M OF NEW YORK STATE. ,I I I nool 00 NOT PROCEED WITH . I.. COMPL WITH CHAPTER "46" DEMOLITION NOTES: II FRAMING UNTIL SURVE FLOOlM DAMAGE PREVENTION OF FOUNDATION LOCAT14 N SOUTH OLD TOWN CODE. ~J 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED ON THE NOTE: 71-4" W I HAS BEEN APPROVED. S CONC. ( \ DEMOLITION PLAN (S) PROV. 2 VENTILATION OPENINGS C PROV 4"P CONC. SLAB W/ 8'X 6' ON 8"Xfi'ON 2. THE CONTRACTOR SHALL EXECUTE THE WORK WITHIN THE REGULATIONS OF - CLEAN COMPACT FILL COVERED WITH A to MPACT FILL • THE BUILDING OWNER FOR DEMOLITION AND REMOVAL OF DEBRIS INCLUDING RESISTANT WIRE MESH, , WITH WITH THE LEAST DIMENSION NOT L _ _ _ _ _ _ - - PLLI~.',c'yulr, ! e" .CONC FOUNDATION Z LL ALL TER LIN Ju T i W LP ALL FOUX 10" 1). FTGT. NDATION.) W O TEMPORARY PROTECTION AS REQUIRED. EVERY PRECAUTION SHALL BE TAKEN AS EXCEEDING 1/8" & WEr. ATER LINES TESTING BEFORE C I TO NOT DISTURB EXISTING ELECTRICAL, MECHANICAL, AND PLUMBING. I I I II Q I 3. THE CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER I ' I(/ I I DEMOLITION AND IF DISTURBED SHOULD BE RE-CIRCUITED ,~4'CRAWL SPACE1 L------------ . W Z n----~ i W 21 11 4 Ilk. DEMOLITION LEGEND: PROV, R-101NSUL. BD UNDER Ip r- EXISTING PARTITION TO BE REMOVED AGAINST EXTERIOR FOUNDATION is PROV. 2'W.X70"L. ~ .--1 3_qn - HAUNCH SLAB /Y I WALL TO 24" DEPTH (TYP ALL) VENT I 23'-4" p GARAGE DOOR LL 444 EXISTING PARTITION TO REMAIN (.518 31 6 ANCHOR \ PROV. 6/8" X 10" DEEP OPENING ' , 1 Ex EXISTING WINDOW TO REMAIN. IiV NT MAX. 1'-O" ANCHOR BOLTS OP 4'-0" O.C. J MAX. 1'-0" FROM CORNERS. (TYP ALL LOCATIONS) /y1 O EXISTING DOOR TO REMAIN B MENT WINDOW BASEMENT WINDOW I (TYP ALL I _4.. W. X2'_0"H -_-----2-4"W.X2-O'H--- ---_i p L-- -J L p - - m,l ER EXISTING WINDOW TO BE REMOVED - - - - - - - - - - - - - - - - - - - - - - - M ER EXISTING DOOR TO BE REMOVED p •p I PROVIDE POCKET IN Mal 'S" MICRO - - - - - - PROVIDE POCKET IN H 3-1 DR2 ACROSS OPG. NAM I BEAM OT BAIT IN OR W I FOUNDATION NOTES: r FOUND. WALL FOR' 0 BEAM TO SIT IN. FOUND. WALL. A` CI TWO TON PER 9Q INCH SUBJECT TO 1 BAS€D.O,NhS v G A?f~ T Y p ' Q ~R ( ASEMENT WINDOW IrySPEC'F{p AN ~QN~ S MP GL.E F#OM ANY OTHER FIOOTINALL P n B T-4" W X 2_O H - z ALL FOOTIN,(,o TQ' B~ F jy1J ) T " ~n . ~ . *is *is BE SET HIGHER O 04 (7€S'~R€€: I STEP FOOTINGS ARE TO HAVE A_30'dEGRSE'MA7CIMUM, 4" P. CONC. SLAB ON , 4 4 4" DIA. STRUCT. STEEL " 11 w 3, ANCHOR BOLTS TO BEAT LEAST 112" IN DIAMETER AND 10" IN LENGTH WITH A CLEAN COMP. FILL COL BURIED IN FTG. MAXIMUM SPACING OF 4-0" ON CENTER. 9' CEILING HT. 1 (TYPICAL ALL AREAS) IT. r 2'-0" X 2-0" X 12" D. 4. ALL CONCRETE TO BE 1:2.3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED (TYPICAL) OR SPECIFIED. Q 9 CEILING HT P. CONC FTGS. (TYP) 00 (TYPICAL) PROVIDE POCKET IN I I PROVBLAB/ W, 4" P CONC, S. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID FOUND. WALL FOR I M W12 X 40 FLUSH STIR. X 6' N BEAM TO BIT IN. CLEAN COMPACT F N L InnTU RPIWPnRCPMFNT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO ~STL BEAM 0 W COURSES DOWN. SEE NOTE 3 ABOVE. Je 6. PROVIDE 0.026" ALUMINUM TERMITE, SHIELDS OVER, FIBROUS INSULATION AT ALL 25'_y y ^ 3 PERIMETER SILLS. " I 4" L P. CONC. BLAB ON SLAB ON 7 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR CLEAN COMP. FILL AP. FILL 9' CEILING HT. . (TYPICAL) A 0 PRESSURE TREATED. - I I I~,I I.,I i fl PROV. 5/8" F.C. GYP. BD. CEIUNGTHISAREA L----------J" OVER FURNACE EQUIP. i 4" P CONC. SLAB ON ' W W~+ ELECTRICAL LEGEND: I:I I. PROV. W DIA, FLUE FOR CLEAN COMP FILL r - - - - Y. 2" X 6" CCA SILL PLATE I -LUE NEW BOILER ~ % w Er o I NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND ANCHOR BOLTS O C. FLUE *JB *JB -10, REGULATIONS OF TEH N.Y.B.F.U, AND A CERTIFICATE FROM THE N Y, B.F U. IB TO ABOVE (TYP ALL AREAS.) BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 60 GAL. HOT WATER R STOR. OTANK. ° ir m w 0 0 p 0 NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE 6" P. CONC. FOUNDATION _ I ~ I I _ ri y, a D ELECTRICAL CONTRACTOR. WALL W/ V6" X 1011 D. FIGS PROV '2 ZONE HYDRONIC FAN COIL Z ' (7 In W w (T . L YP ALL FOUNDPTION UNIT HEATING SYSTEM W/ BOILER. I _ - _ _ - - J (SIZE BOILER AS REQUIRED.) PROV.^ I ° ° Is NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" IN COLOR U.O.N. DOWNLIGHT TRIMS TO BE WHITE, L---------'---- p 0 p O P ,5 ( I m 80 GP.I~. "SUPERSTOR" HOT WATER W _ DUPLEX ELECTRICAL RECEPTACLE 2" X 8" CCA SILL PLATE W W W co a v'. A .6. ::a 'I' •m, ANCHOR BOLTS 4'-0" O.C fU!) N N ABOVE.(TYP. ALL AREAS.) N N N 2 (Psc DUPLEX SEPARATE CIRCUIT RECEPTACLE ~ y3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - S P CONC FOUNDATION D ry p n $ WALL SWITCH 3$ 3-WAY WALL SWITCH y 8 ~I WALL 7'6" X l0" D FT W (T p N YP ALL FOUNDATION) ~ *is CEILING MOUNTED JUNCTION BOX PROV. 5/8" X 1 O" DEE N u M O M P.CONC. ST PS - _ - - - - - - - - _ ANCHOR BOLTS @ I O.C. MAX. 1'•O" FROM CORiN ERS Y FILE NO.: (T'P ALL LOCATIONSD HE OCP CUR Esc SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARDWIRED TO CENTRAL LOCATION. 1 1-22-03 B'-1 O" C; CONSTRUCTION LEGEND: m!) DWG. NAME EXISTING PARTITION TO REMAIN. s0`IId o1N,,; FOUNDATION PLAN FOUNDATION NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 7/2" GYP. SO (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE', PROVIDE MOISTURE PLAN RESIST GYP BD. (GREEN BD.) FOR ALL BATHROOM WALL/CEILINGS & BASEMENT WALLS. PROV. CEMENT WALL BD. FOR ALL TILE AREAS. ~~~~,il~lumlu~+ FOUNDATION LEGEND: - - - NEW 8" POURED CONCRETE FOUNDATION WALL WITH 1'6" X'10" DEEP A.O b~F b Sao ; X04 FOOTINGS, REFER TO DRAWING A.3 FOR HEIGHTS miry Q)r CiFV~ ~y ' 4" POURED CONCRETE SLAB WITH 6X6 10/"IC WW M. ON CLEAN f~flf/llln^mYb1111a' COMPACTED FILL. 16 GENERAL NOTES FLOORING LEGEND: PLU PLUM BI~NG -LEGEND: PROADE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS OF ON CONSTRUCTION PLANS). INDICATED I 1. ALL WORK IS L COMPLY WITH FEDERAL, STATE. AND LOCAL BUILDING CODES HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4 W., 15LB. FELT., PRO AND ORDINANCES. um (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE, op ON FOLLOW ALL NECESSARY N Y C AND N.Y.S. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED. BUIL OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND SUB FOR TILE AREAS TO BE SCREWED AND GLUED NEC NECESSARY DRAIN VALVES. WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS OF PRO' OF PROV. FLOOR DRAIN AND 10. GAL. SUMP. GI 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ® EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/ 2 COATS SATIN CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS REF. POLY. (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) *H5 PRO *-IB PROVIDE FROST FREE HOSE BIBS. FROM THE DIMENSIONS SHOWN. CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED ~I O z ~ ~ 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 SHO *S SHOWER HEAD U y„ DRAWINGS UNLESS OTHERWISE NOTED. WATERPROOF ADDITIVE MIXED IN. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE. 0 a I COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES WINDOW LEGEND . N 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 m 3 INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. BUILDING -n 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS NOTE: ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. ALLOW FOR EXTENSION JAMBS FOR AN B" CONC. BLOCK WALL COLOR TO BE WHITE PROV. SCREENS FOR ALL WINDOWS. SECTION ~g B. ANY "EXTRAS' FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE OTVy 210410 24' ~ N o DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. 2/ 2852 291 Q. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING © 2832 PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. u REFER TO CONSTRUCT DRAWINGS FOR SIZES. ©OHT 2810 -ABOVE WINDOW 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. O C 235 6 lp u 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK I X60 \ 2'-1 SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. 5'_4" HARDWIRED I F _ ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE . PROCEEDING ELECTRICAL LEGEND F I r INSULATION NOTES . NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 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. litz -z - NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTTHERWISE EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MATL. TO BE SUPPLIED BY THE 8 III BY'CERTANTIEED' OR APPROVAL EQUAL. ELECTRICAL CONTRACTOR. NEW EXTERIOR WALLS: 2"X8" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" INI COLOR OILL FIRED HOT AIR FU $ bIL FIRED HEATER. eC I U Y SY'CERTAINTEED' OR APPROVED EQUAL. O.N.O.. DOWNLIGHT "TRIMS TO BE WHITE. 0 0 NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. vi F Z CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED S'Y TIMERS INSTALLED AS PER N.Y.S. BUILDING CODE. LOCATED IN ELECTRIC PANEL 1 z,_s^ NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE It DUPLEX ELECTRICAL RECEPTACLE 24' W BASEMENT PERtMITER. 121 -1 „ Cl) W BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES 40GR DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT INSTALLED AS PER N.V.S. BUILDING CODE. $30 DUPLEX SEPARATE CIRCUIT RECEPTACLE is $ WALL SWITCH 3-WAY WALL SWITCH s~ 4-WAY WALL SWITCH e. W Z *,B CEILING MOUNTED JUNCTION BOX 0,. WALL MOUNTED JUNCTION BOX CONSTRUCTION LEGEND: + RECESSED DOWNLIGHT (IOOW) "UGHTOLIER" OR APPROVED EQUAL EXTERIOR MOUNTED DOWNLGHT (100W) EXISTING EXTERIOR PARTITION TO REMAIN. PROV 112" GYP. BD & R-1S HIGH WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. XJB INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) NEW CEILING EXISTING INTERIOR PARTITION TO REMAIN. PROV. 1 LAYER 1/2" GYP BO. *EF AN "GROAN' MHEAVY OUNTED DUTY JUNCTION BOX APP. FOR RECESSED EXHAUST EQUAL. BOTH SIDES OF EXISTING WOOD STUDS, CLR, PINE 4" COLONIAL BASE TRIM. NEW EXTERIOR PARTITION- 2" X 4" WOOD STUD WALL W/ 1/2" CDX PLYWD. EXT. MOUNTED LIGHT WITH FAN EXTERIOR SHEATHING (TYVEK WRAPPED & TAPED), 8" EXPOSURE PERF. WD. ? SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED /TAPED) s0 HARD WIRED TO CENTRAL CONTROL BOX JB OUR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). "T NEW TELEPHONE RECEPTACLE - - F - J W WA L WITH 1/2 "CiNP. ®D Q~ CABLE TV RECEPTACLE. $T,;,1^1~1 DINING ROOM KITCHEN 0 t u ~POVIB€,0,'j ~TUF1E 1 'B ta-mxia'-r 10-8^x14'1 w .OUTLET (PROVIDE NECESSARY ELEC. POWER) ALL F(i'a11JIUNGS. VACUUM oil 31' II 23'$" W INTERIOR Al To BE" gi MIN MODRE• V OiN. ONE OOA:TRRIMER AND j TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT 1 y' BUILDING U.O.N. ALL TRIM SEMI-GLOSS. -B - - - B - - - - - - - - SECTION Q: 13' 13' e - 6 C- - - 3'I W LAUNDRY ROOM DOOR SCHEDULE I SCREENED IN PORCH 1ST. FLOOR ("MDF" SY MASONITE OFfAPPROVED EQUAL BY CLIENT) 13'-0" X 26-0" DOOR ID WIDTH HEIGHT ~q„ RIA PANELS OPERATION HINGE DOOR REFERENCE z Cc cc 1 DBL. 11-10" 6'-6" MDF 2-FLAT SWING L & R. CLOSET T tF / E a. 0 2 DBL. 1'-10' 6'-S" MDF 2-FLAT SWING L&R. CLOSET 3 2'-4" 8'-6" MDF 2-FIAT SWING R.H. BATHROOM U 4 2'-4' 6'-B' MDF 2-FLAT SWING R,H. BATHROOM ~is 6 2-6" '61-81, MDF 2-FLAT LAUNDRY RM. \ I I I I I B'_B„ 6 2'-4" 61-8' MDF 2-FLAT L.H. CLOSET I 7 21-6" 6-B" MDF 2-FLAT SWING L.H. BASEMENT . I I / 3 ~a I 3 2'-8" 6'-S" MDF L.H. LAUNDRY RM. 26' . V-O' 6'-6" T.B.D. T.B.D, POCKET DINING RM / 30 FDBL 2'-8"6'-8" MDF 1-FLAT R.H. BEDROOM T q R.H FRONT OR W/ / 1 3'-Q" B'-8' T.B.D. T.B.D, SWING SIDE LITES . A. I sso~ W ~ 2 2'-8" e'-8" MDF 2-FLAT SWING R,H. EXTERIOR m 3 2'-e" 6'-8" MDF 2-FLAT SWING L.H. L.ROOM/FOYER U U m p 0 0 O ~ p F.P,S.C. Z.B. B'-B" MDF 2-FLAT SWING L.H GARAGE \ I _ I I 1 I 16 2'-8" &_W T.B.D. T.B.D. SWING R.H. EXTERIOR . J N 6 2'-4" 6-S' MDF 2-FLAT SWING L.H. CLOSET 17 81-O' 71-0" T.B.D. T B.D. GARAGE D . 2ND. FLOOR I I I / / F 8 0-4" e'-e" MDF 2-FLAT SWING R.H. BATHROOM 8 2-0" 610" MDF 2-FLAT SWING L.H. ATTID (INSULATED) NO.: O 2-0' 8'-O" MDF 2-FLAT SWING R.H (INSULATED) ' H@ 1CP_CUR 1/22/C13. . 1 2-8' 6'-B" MDF 2-FLAT SWING R.H. BEDROOM DBL. 0-2" 6-8" MDF 2-FLAT GLIDING CLOSET - - - 3 21-4" B'-B" MDF 2-FLAT SWING L.H. BATHROOM D .6 67WG. NAME: &-e" MDF 2-FLAT SWING R.H. CLOSET 13'- 13' D D b i 6 2'-0" B'-O" MDF 2-FLAT SWING L.H. CLOSET T.B.D. F.WOOD L. & R. CLOSET FIRST FLOOR Ll ING ROOM 4O, ff R OM PLAN 141-0"X 16_4" 1P'.0' X 1 -3" ~n~~ axa nrr"', DWG. NC.: FIRST FLOOR I~ 1,470 SQ. FT. A.1 ~?r il~~r r/lrUPlxpmng0~~ GENERAL NOTES: FLOORING LEGEND: PLUt PLUMBING LEGEND: V1 ~ ~1 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES HARDWOOD FLOORING-SELECT WHITE OAK 2 , FELT., AND ORDINANCES ® (3 FINISH COATS TS OF F OIL OIL BASED D SATIN POLYURETHANE, . ON CC ~p ON CC PROVII PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. 2, BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED BUILDI BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND SUB FOR TILE AREAS TO BE SCREWED AND GLUED. NECEE NECESSARY DRAIN VALVES. z - ` ° W WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS *F PROV. OF PROV. FLOOR DRAIN AND 10. GAL. SUMP. (yam ~ E 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ® EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/ 2 COATS SATIN CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS REF. POLY. (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) ~IiB pROVI[ OHB PROVIDE FROST FREE HOSE BIBS. FROM THE DIMENSIONS SHOWN. CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED O z ~ 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 *8 SHOW ~S SHOWER HEAD U o DRAWINGS UNLESS OTHERWISE NOTED. WATERPROOF ADDITIVE MIXED IN. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, © B r, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE . CODES WINDOW LEGEND o I 8. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE e Ln THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED UNLESS OTHERWISE NOTED. INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. U I ~ m 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS NOTE: ALL WINDOWS TO BE MARVIN WITH STANDARD MARVIN HARDWARE, ALLOW FOR EXTENSION JAMBS FOR AN W 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. 24' 8. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE BATHROOM DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO AO TW 210410 STARTING ADDITIONAL WORK OTW 2852 F-O" x e'-0" F..r' ~ ~ o T-2" 6'-1I if 9, DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING ©TW 2832 r O I PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. REFER TO CONSTRUCT DRAWINGS FOR SIZES. ® DHT 2810 - ABOVE WINDOW 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. O C 235 ~I 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 140-2" 4' SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. 4 u cu ALL CHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE . PROCEEDING ELECTRICAL LEGEND: P O W 9-0.. E~ E NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND INSULATION NOTES . REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE MY B.F.U. IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE Jo 16'_Z• I'' EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL. TO BE SUPPLIED BY THE P BY'CERTANTIEED' OR APPROVAL EQUAL. ELECTRICAL CONTRACTOR. 18'-6n J®~ 7B tB W NEW EXTERIOR WALLS: 21X8" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" IN COLOR BY'CERTAINTEED' OR APPROVED EQUAL. O.N.O.. DOWNLIGHTTRIMS TO BE WHITE. UY NEW ROOF: R-30 KRAFT'-FA. INSULATION BY 'CERTAINTEED'OR APPROVED EQ. ZO CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS INSTALLED AS PER N.Y.S. BUILDING CODE. LOCATED IN ELECTRIC PANEL - 24'-0" NEW BASEMENT: R-10 RIGID FOAM 00" BELOW GRADE AROUND ENTIRE DUPLEX ELECTRICAL RECEPTACLE 6„ -e d } BASEMENT PERIMITER. BASEMENT CEILING: R-19 KRAFT-FA INSULATION WITH PROPER WIRE TIES 40OR DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT INSTALLED AS PER N.Y,S. BUILDING CODE. 4ISC DUPLEX SEPARATE CIRCUIT RECEPTACLE s' /A uj ~HH HARD RD D W Z WALL SWITCH 3-WAY WALL SWITCH 4-WAY WALL SWITCH ' CEILING MOUNTED JUNCTION BOX Tide WALL MOUNTED JUNCTION BOX 22 T CONSTRUCTION LEGEND: $ RECESSED DOWNLIGHT (10OW) "LIGHTOUER" OR APPROVED EQUAL xprE EXTERIOR MOUNTED DOWNLIGHT (100W) EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD & R-15 HIGH WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. 218 INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) W EXISTING INTERIOR PARTITION TO REMAIN. PROV. 1 LAYER 1/2" GYP. BD. ~ NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST BOTH SIDES OF EXISTING WOOD STUDS. CUR. PINE 4" COLONIAL BASE TRIM. EF FAN "GROAN" HEAVY DUTY UNIT OR APP. EQUAL. ATTIC ~F EXT. MOUNTED LIGHT WITH FAN NEW EXTERIOR PARTITION- 2" X 4" WOOD STUD WALL W/ 1/0'COX PLYWD. STORAGE EXTERIOR SHEATHING ("fYVEK WRAPPED & TAPED), 5" EXPOSURE PERF. WD. ~ SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE t a'-z" x 29.0' SHINGLES (PROV. 1 COAT BLEACHING OIL), 112" GYP. BD. (SCREWED /TAPIE¢) HARD WIRED TO CENTRAL CONTROL BOX J w OUR. PINE 4" COLONIAL BASE TRIM, & R-19,FOIL FACE INSUL. (HIGH DENSITY). G T NEW TELEPHONE RECEPTACLE' N INT'EF~ TIC) P,° /i, WQO 9 WALL WITH 1/211 GYP. BD Q CABLE TV RECEPTACLE 2a ~ ti M;z ( ^"s" 1 "r E P VII,~E MOtg 'PB C VACUU,M OYTLET (PROVIDE NECESSARY ELEC. POWER f 0 o . a 4 ~1} D uwgs DV ) x 1 s-o.. INTERIOR PAINT- TO BE BENJAMIN MOO'RE',V AO N ON b~7AT PRIMER AND TWO COATS FINISH (COLORS t R.D BY OWNER) SATIN FIN YHROOGHOUT U.O N. ALL TRIM SEMI-GLOSS. A A C q q I 0 0 I DOOR SCHEDULE 0 a. 1 . FLOO Ii-(" MASONITE OR APPF7QVFD FOUAL BYOL~ENT) 2 _ DOOR ID iWIDTH FiL{,GL1` FA'N,LS 6PERAT14,N HINGE F O I p w 7 DBL. 1'-1 O" &-a- ' MDF ~ 2-FLAT SWING L& R. CLOSET 2 DBL. I,-10' e'-B" MDF 2-FLAT SWING L & R. CLOSET \ U 3 2'-4" 8'-e" MOP 27FLAT SWING R.H. BATHROOM N W 4 2-4" 61-8" MDF 2-FLAT SWING R.H. BATHROOM \ O 2'-8" MOP 2-FLAT LAUNDRY RM. 6 2'-4" 8'-e" MDF 2-FLAT 4 L.H. CLOSET ~9O wuD WIRIM INRo WIRED 11MD WIRED \ ' / - - - 7 2'-8" 81-8" MDF 2-FLAT SWING L.H. BASEMENT _ E, 2'-9" 8'-6" MDF 1-FIAT R.H. BEDROOM C \ / 2'-&' _ 8'x-8" MDF 1-FLAT L.H. LAUNDRY RM. 2 / I / &.'o' 8'-8" T.B.D. T"B.R, SWING R.H. SIDE U LIDE RW/ TE3. 2-e" 6-e" MPF 2-FLAT SWING R.H. EXTERIOR 2'-8" 8'-8" MDF 2-F(..AT WING L.H. L.ROOM/FOYER 2'-8" 8'-8" MDF 2rFLAT SWING L.H. GARAGE U U Q LPS 340' e'-6" T.B.D. T.B.D. POCKET DINING RM. O 0 till 2 8-fin g T.B.D. T.B.D. SWING R.H. EXTERIOR I 1 / I I VJR I _ 6 8 2'-4" 8'-8" MDF 2-FLAT SWING L.H. CLOSFT" 7 3'-O" T-O" Y.B.D. T,'15,0. GARAGE to 2 1 v D 6 2ND. FLOOR OPEN TO 8 2'-4" 9'-8" MDF 2-FLAT SWING R.H. BATHROOM _ QELOW n 8 2'-0" 'A" MDF 2-FLAT SWING L.H. ATTIC (INSULATED) FILE NO.: O 2'-O" 8'-O" MDF 2-FLAT SWING R.H, (INSULATED) HE-RCP-CUR 01/22-03 1 2'-6" 0-8" MOF 2-FLAT SWING R.H. BEDROOM OBL 2'-2" 8'-e" MDF 2-FLAT GLIDING CLOSET 1/4 1'0" 3 2'-4" 8'-8" MOF 2-FLAT SWING L.H. BATHROOM BATHROOM STUDY DWO. NAME-._. a 2'-O" 61-8' MDF 2-FLAT SWING R.H. CLOSET B'-B" X 14'-0" 12'-0" X 18,-0" 2'-O" &_O" MOF 2-FLAT SWING L.H. CLOSET 8 V-O" fi'-8" T.B.D. T.B.D. F.WOOD L. & R. CLOSET D~ D5 SECOK0 '~~ybCU laFLOOR PLAN {J A.6 A.6 a ~ nfl a ' . /ANo.: N O fIE'h~o i A.2 e -02 SECOND FLOOR m~/POllpl1111411 - 880 SQ. FT. ~ul NOTE: GENERAL CONT L CONTRACTOR SHALL a VERIFY THAT TH HAT THE HEIGHT OF o OF THE STRUCT STRUCTURE SHALL NOT O a EXCEED 35'-0" A; 35'-0" AS MEASURED BY n - ° SOUTHOLD TOV )LD TOWN. IF THE HEIGHT M AFTER FRAMINC RAMING THE SECOND FL. r co MEASURES HIGI ES HIGHER, ADJUST ROOF O E A ° PITCH AFTER NC -TER NOTIFYING THE ARCHITECT za N OF THIS FIELD C FIELD CONDITION. a ~ o U W m r ~ ~ O L) U cl) pq m W W Y U °C r (J DEL. 2" X 12" RIDGE BEAM Z o CONT. PIDGE 8, HIP VENT BY "COBRA" \ \ PROV, R-38 BATT. INSUL. ALL ATTIC AREAS (TYP. ALL) w~ OR APP EO (TYP ALL AREAS) F f/ 2"X 12"CJ @ 1ell OC oW z BL 2" X 10" ID B M R-21 HIGH DENSITY FOIL W PROV. COX PLYWOOD FA. INSUL (TYP ALL AREAS) I ROOF SHEATHING. (TYP ALL ROOF AREAS.) 5/8" GY 5/8" GYP. BD.ON ALL 2" X 1 O" RIDGE BEAM cc PROV 40 YEAR "GAF" ASPHALT EXPOSI EXPOSED AREAS 2" X 10" R.R Q 16" O,C r o,c ui ROOF SHINGLES (TYP ALL AREAS) OVER 15 LB. FELT PROV "WEATHER WATCH" UP 2'-0" OF ROOF EDGE 1 PROV R-21 GATT, INSUL IN FLOOR TGI PRO 350 1-3/4" X 11-7/8" F.J. 16" O C J_ PROV 1-3/4" X 11-7/8" RIM JOIST (TYPICAL ALL AREAS) TGI PRO 360 1-3/4" X 11-7/8" CJ 16" O C, OBL 1 3/4" X 11 718" MICROLAN IS" MICROLAM PROVIDE 6" CONT. ALUM GUTTERS AT ALL ROOF EDGES INCL. THIRD I PROVIDE DBL. F.J. 2" X 10" C J. ®16" O.C. ABOVE ANY HDR. TYP ALL) 17 (7YP ALL) FLOOR ROOF DECK. LEADER UNDER PARTITION W LOCATIONS T B D PROV. CONT. I ALUM. DRIP EDGE, (TYP. ALL AREAS) DBL. 2" X 10" HDR (TYP. ALL) DBL. 2" X 10" HDR. ABOVE 1. ABOVE PROV. 1q" "AZEW TRIM OVER 5/8" COX PLYWOOD BLOCKING (TYP. ALL AREAS) { DOORS & WINDOWS (TYP. ALL )WS (T'P. ALL) W T ' - 5/8" GYP. BD 5/8" GYP. BO ON ALL ' EXPOSED AREAS ) 3/4" PLYWOOD C X 6" WOOD STUDS . (1/2" 1 _ PROV'%ZEK" TRIM W/ 1" VENTED SLOT - EXPOSED AR (SOPENED). TYP. ALL ROOF REAS. JDS W/ 1/2" Q A NG. (TYP )WM SUBFLOOR DX PLY. SHEATHING. TYP ) I 5/8" F.C. GYP. BD. ALL EXPOSED AREAS, TGI PRO 350 1-3/4" X 11-7/8" F.J 16" Q.C. R-21 HIGH DENSITY Ty {L 2" X 10" F J. @ 16" O.C. FOIL FA. INSULATION FION ?X 6" WOOD STUDS W/ V2^ TGI PRO 350 1-3/4" X 11-7/8" F.J 16"0,C. CDXPLY SHEATHING I- I R- -1 HIGH DENSITY FOIL PROVIDE DBL. F J 3-1/2" X 11-7/8" FLUSH I z FA. INSUL. (I TP ALL AREAS) 3-1/2" X 1 1-7/8" MICROLAM 0 HOR. ACROSS OPG IN /W12: /W12 X 40 FLUSH /UN D i R PARTITION i I MICROLAM BEAM W 2" X 6" CCA SILL PLATE ~ FOUND, WALL. ~STL ~STL GIRDER PROV. R-21 BATT INSUL, IN FLUUM 2" X e" CCA SILL PLATE 'LATE ANCHOR BOLTS 4'-O" O.C. ANCHOR BOLTS 4'-0" O C O C ks) Q (TYPALL AREAS.) ~ N CJ (TYP ALL AREAS) W JDATION D 8" P. CONC. FOUNDATION 3" P. CONC SLAB ON 1 WALL W/ 1'8" X 10" D. FTGS CLEAN COMP FILL \ 9' 8"P CONC. FOUNDATION CEILING W LL W/ va" X I o" D. FIGS. " D. FFGS. (7YP. ALL FOUNDATION) 4" DIA STI 4" DIA STRUCT. STEEL (TYR ALL FOUNDATION.) DATION.) COL BUR COL BURIED IN FiG. 3 1'B" X 10" O. FTG. =10N") CLEAN COMP FILL (TYPICAL ALL AREAS) W CLEAN COMP FILL 7. T71 W Q 4" P CONC, SLAB ON t \ 3 Q 2 w o CLEAN COMP FILL ¢ OW d PROVIDE MW PROVIDE WW/12 MESH 2'-0" X 2'-0" X 12" D. PROVIDE W W./12 MESH If ir ~ d w ¢ Ir 0 0 0 0 ~ P CONC. FfGS.ffYP) z g w w m D m U U 0 0 D 0 N W W W N f=0 N N - BUILDING SECTION W !A f/) Q W O N N m [0 N N r m m PILE NO.: HE_3SS_CUR 01-22-03 SCALE: 1/4"= 1'O" DWG.-N--AME. BUILDING SECTION p0)1AYY~oYtlIYlllpi~~~I ~A DWG. NO' 1 plc A.3 Vn' w s>a ~ do a { r r,r I L _I a n ,c Vii b I W ~U 0.'a tc ~TSS~P I - - W. yW TH R U~ Z 0 tX ~ iI (n W W Z m EA~c EAST ELEVATION W J If W 0 W I D W 00 zXZ1z Z Q W o C FFR I- L U IFMI C w 3 ~ w w w (f a: ~ u u L L w w D ? 0 0 J J w iL H H n r ao G G W w 7 ~ m n m n ? 0 0 w 5 N ~ N N U. n I D G FILE NO HE_ELEV_CUR 8-8-02 WEST ELEVATION 1/4" - VID" DWG NAME ELEVATIONS DWG NO ~3 0 A.4 mlo PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION (REFER FU TABLE 1609 I -T) -i F ANEL SIZE `NUJ) SPRU1 I LIRAL PANELSWITH A MINIMUM THI(> NESS OF 7 lh" AND MAXIMUM PANEL SPAN OF 8-0 Pt,+ ~nPP 1,NU # C L 9CHEVl I WIDiHTHFIUHT"' F - - - - _ - - - - - - - - { _ - ~ Z A - SHALL BF PERrr11I TFD I CR OPFNIN( F ROTECTION IN (TN AND TWO STOR l BUII DINC 5 PANELS Ir8 SCREWS 16E' D l 1 VERTICAL 6 HORIZONTAL 4 E' A I SH 11 L BE PREL.LIT TO CC)A EH (i[AZED C)PENINrS VITH ATTACHMENT HARDV/ARE I RCIVIDED 5 AL TABLF 1609 1 a *8 SCREWS I_' C REFER 1J AEt. TION 1601 1 a ABD IR09 F N B VERTICAL- la HORIZUNTAI 1'_b pa a h d83CRE VS ~ I~ OC - C„ VERTIC At 10 HORIZONTAL L! _ H TABLE 1609.1.4 neSCREWS °oc .L, VER71CAL - b HORIZONL AI_ 4 f e \ a _ - l O y U ~ x pH SC RF WS [ - 12 n 1 TI VVINUUUFI JE DEBRIS PHn1El TIC11J FASTENING ,I:HEL 11LE FnR'f l( OC \iRl_1 T HAL PFlIJ ELS ^Z` Z_ w ~ -E_ VER7ICAI HOHIZONEAL I, P_- l 118 ,C REW ib' n C. PANEL SPAN' n - P 4NEL 1 CI - P4NF1 n-O' - PPNFI y P < Au JE R11CAI H H<1R IZ( IVl,vl 4 -11 14I! C F I J ..N _ N -O ^p" FAFI E~IFR ~ 11 r H ~I.REW { - - - I, if; InI I~ VLHTIC,AI la HORIZUr1TM_ br L if 5 d' n H iI.RE\VS If li F 5 I 1 r H. I - L RrICAL 4 HoRIZ. rJl At l _ I - - - -1 _ - n, - - - Ir,- - - I-- - - - W l 4H C'REWS i In" n t I I n8 J'.C' 1U bC-HI n ` 1FR11CP.L _b HORILC IJTAI_ .1 ~c PANEL_ LEGEND ` i i 1HEFEH 10 IABEE Ic09 1 41 - - - - rnNn ~IZr RFC TI PE-ND rT-, R6+,' eIIIIH FIF I~.I II rHSC NLWS - - IN, \FRI11 Al 1, 11(iRV,)111-1I " 1 f '.~`Y h . a uH JRF'.b5 , IN : 1 . L:RI II -'I I H' JRC'UN T-.I I - 1 _-1aH 51'RE IVS . Iq i1 ' ERncAL - ; HURIZOrJ 1 At ~ - -~„fr3 PV IVLHIICAl t, 11UHIZI NI.L 6 d H v W r•H S(:REVVS Il 1 C- f - - - - - tJ' 'IEPTIGAL Ill H(~RIiUNTAI I; Z if W0 W WZ W J J_ F' 77n:t7ii I W - ITF1 W DD Lon 2 W ~ O 1 EAST ELEVATION Z OW S nn LL f w O w w W J W W W I W S Ll O O r w l u a w II O E) W I w l O ~ of c ~ I m u Fm L-t3l, u _ r^,I , x FILE NO, I1E ELEI, 1IF1 r3-8-02 _AI H 114'' =1'0" WVG NAME i N WOOD PANEL ``„~peeuu.•~DOww3pt lFae SCHEDULE owo No r. A.4a WEST ELEVATION ~u U W~ rFM"r z V O w h N U o } s °C } C3, V F to 3 ~ I W~ o 12ND FL CEILING - - - - - - - - - - - - - - _ - vl- 6 B - - - - - - - - , II V I F TOP oFC H WINDOW 24'-0" TO GRADE _ 10" 21.6" 1'+/- 2ND FL DECK 2ND FL IltCh - - L _ C H W 10'-4" - - , - ® 8 U~ GARAGE 19T Fl nFrt=nl Z 0 D 3 w T+/_ 1ST FL DECK - - - - - - - - WM Z CE n - i - If i W NORTH ELEVATION J J_ W 0 W 0 PROV 40 YEAR "GA~TF~"/ ASPHALT ROOF SHINGLES, (TYP. ALL AREAS) OVER 15 LB FELT, PROV, "WEATHER 0 6- WATCH" UP 2'-0" OF ROOF EDGE - ~ - Fl F^ - w _ U w - ~ w I 1 r~ I L~ _ - - - o - - rr - a U - r _ - c9 W - D w w w w 3 r ¢ ¢ u u h h w w _ El0 l ~ w w D o 0 0 J J El E ~ E-1 W w F h PROV. fi" EXPOSURE VINYL SIDING IMPRESSIONS BV "CERTAINTEED" OR D D W W APP F_O (TYR ALLEXI' WALLS) m m m m D o 0 ky W m m ~ a a N e m N O O FILE NO HE_ELEV_CUR 8-H-02 SCALE: 1/4" = 1'0" DWG NAME SOUTH ELEVATION ELEVATIONS jeB ED wear,:~i 9Fi ~ r. t "In DWG NO 4^i ri A.4-1 PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION (REFER TO TABLE 1609,1 4) v1v PANEL SIZE WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7.16" AND MAXIMUM PANEL SPAN OF e'-O" REF TYPE AND # OF SCREWS WIDTH HEIGHT - SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS WSW #B SCREWS 1d 16" O C. AVERTICAL - 6 HORIZONTAL - 4 3'-fi" X 4'-2" SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED rF~I~z #8 SCREWS QJ 12" 0 C "B VERTICAL - 14 HORIZONTAL - 6 r .2 X 3-6 (REFER TO SECTION 1609 1 4 ABD 1609 6 5 AND TABLE 1 609 1 4) #8 SCREWS r: 12" O C p p "C" VERTICAL-10 HORIZONTAL 12 7'-O" X S'-B" TABLE 1609.-L F P 1.4 O ~ zz *8 SCREWS D VERTICAL 6 Ca HORIZONTAL-8 6-e X4-2 J 8 SCREWS rw 12 O C WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS E VERTICAL - 12 HORIZONTAL - 6 GX #8 SCREWS (Q) 16" O C, PANEL SPAN 2'-O" - PANEL 4'-0" - PANEL 60" - PANEL "F" ry Y P y N VERTICAL-8 HORIZONTAL-4 5'-e" X 3'_ loll FASTENER TYPE a ~ ,o SCREWS r t6" O C 0-0•' SPAN - 4'-0" SPAN - 6'-0" SPAN rF 6 VERTICAL-14 HORIZONTAL 10 8 SCREWS tD I6" 0 C 1 112" #6 WOOD SCREWS 16 16 12 # 9 W ~ =N 08 SCREWS Cry 16 O C 3 8 1'2" #B WOOD SCREWS 16 16 16 12 L VERTICAL - 6 HORIZO TAL - 4 i- 0 X 1-2 I PANEL LEGEND (REFER TO TABLE 1609.1 4) I PANEL SIZE REF TYPE AND # OF SCREWS ;WIDTH HEIGHT 1i #6 scREws r_, I6^ o c I a I L VERTICAL - 6 HORIZONTAL - 4 3'-0" X 4'-d" #8 SCREWS r, 16 O C k VERTICAL 4 HORIZON"AL- 4 3' 0" X 4'-0" 1'+/- 2ND FL CEILING ~m O L #d SCREWS 6 16HORIZONTAL-2 2'-B" X 4 _0. - ® - - - - ~ I #8 SCREWS (r, 16" 0 C 3.8X58 1 8 /IlI VERTICAL - 6 HORIZONTAL - 8 '2 - 48 SCREWS C.. 12 GO / 6. V I -F N VERTICAL- 10 HORIZONTAL- 12 6'-6" X 4'-0" g• - F, - T, 6. CH U Y TOP OF WIND OW Q O } 24' 0" TO j/ _ - - - - BADE - - 1_1;- 2ND FL DECK_ C/) LU 2ND FL (DECK Z C.H. Li - ..A.. - ? 10.4.. GARAGE .sr FL HeioH, T FL HEIGHT I ' J i f lull 1~1 al ff 1~,/- IST FL DECK - W( W I 0 NORTH ELEVATION W/^ ~ v/ 0 0° n Z . Li 0w 0 0 H n J ~ L FROV 40)EAR'GAF ASPHALT ROOF SHINGLES (TYP ALL AREAS) \ ~ W OVER 151_B FELT PROV "WEATHER \ G WATCH" UP 2' O' OF ROOF EDGE 10 VIF lo. w 3 > w W ¢ w ¢ ¢ o F 0 d r w a ? - - - - w c7 ? ? d7 ® J D7 O 0 ? _ - ? ? El i - J - - ? m c W 0 ~ S _ LO'1 L7 N O S FILE NO - 'N r HE_ELEV_CUR PROV X00 - ! MPR 6" EXPOSURE VINYL TIDING I 8-8-02 _ MPRESSIONS BY "CERTAINTEED" OR <yy~ APP E_O iTP ALL EXT WALLTI _ Kf ~ 1/4" = 1.01 DWG NAME ~ k „r? WOOD PANE SCHEDULE DWG NO t,p C7~ SOUTH ELEVATION .4-1 a w 1~1 z E L r~ o 1 III ~ h o II ] o U C) 0 d N Z o ,r, u N irl Z M Ua e I W C f^ I (f N c ~ L I Cr) H I ~ N ii Aw ~ li I I I I I I I I I I 6- - I -Ir FJJ~ e"OC nYP I I r I I i I - U Y I I I I -JL - w o I I I I ~ I I 2•X1 CJ I ~ i„IPP036U1vJV,1~1,8' I II cJ e' O G fP'P i - I w - _ r _ - _ _ - - I u I I. u l II I II II a II 'I II I u II r~ ~ u I II II U II I! II II V II mm - - - - - - - - - - - - - - - I! II I II ~ .I ~ LL r I 4OVIi2- "X It = _ - - - - - D Rsl P LL I I ! m I it II L I! P p. I' d w - - - - L ~ I - - - - - - y _ I I II ~ I 'll I I I I I tr IW 11 P li x1111 I II II ',I 'I II I u u I19 1 'I I `I J I I II _ - I II II m_II I' li .i rl ;I II II h II If V I I II x II II I; I~ II a II 'I b it II~II it ! II I', II I'~ I I I! 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II II II II II li ® 0 uP I ' P TGIPRO esoiva"xii>e II If u ~i I C~n a u n I u u u n Z FJO eoc(vrJ -III III II I'~ II I II II II Ila2ll II !1' II 91 II , 11 11 1 11 11 1 x X€ LL W ~I I _ - - _ _ =I = III ~ ill I ~ I', Ilo@'I i II II Ili III I li II. LI ~ I I TOI PR0350 o13c/41QYFi) L II % II I. lie 11 11 1! II II II II Z O Lu I ~ I ~ ` II ,I^ II P II II II III II II III II IlI IIItl II it II I, III I I _ - =-III III .I II x 'I II II II II II II III II ~II III II h II II I I~ ~ II J N `°11 li II II II II P 0 - - % °o I I I I I _ III ~ Illi K III I I 0 I I III VIII- I I I -011 _ _ II li II g'PHIl C d II IP a I II I I I'. 11 11 LL(E tl II II 11 au'I a a 5A L) .6) W W ot: ~I Ali: II, I~ II I ._al II II" II II I~ d !I II D I II all II II1 Ii 11 11 II II i, II w ',I II I = ~ 1 it LI q ~'~p I'1 II II r II a li ul II III II II II II~ II II II II I! II ~ I I li a' II I it II II II I I I II I~ I I I I II I ~ ~ ~ II II U it .I II II II III II III I I; III II it II II II II II II II 11 II 1! I !1 'I II I o~ v 'I I I I ~~I II I nil II CI ~I I ti = - - ¢ O ¢ LL X 1a" HEADER - - O a - T'F ALL) LL W O W O ~ O U: J O m m O MING PLAN SECOND FLOOR DECK FRAMING o~ WN ~w N ¢ m FIRST FLOOR DECK FRAMING PLAN Lu m o m N N p ~ 1470 SO. FT. FILE NAME HE_FRA_CUR 01/22/W SCALE 1/4" =1'O" I DWG NAME' FRAMING a~I~IBp PLANS g / DWG NO A• A. s I, I C!~ W ' (2) 2" X'10" HEADER 2" X 10" (TYP ALL) 4 RIM JOIST U w 5 ' I I I II II II II fl o 'I II II II it II II II II II II II Il ~u I r r~ ! I~ ~~I ~ i III I! !Doll ii ~ aA r' ` II~II II II II II II II II II II II II~~I' II II II ~ ~ \ z n I ~~III p N f`) II II II li~~ll !I II 11~ II II II~~~II II li II i' 'I II II ~ I L ~ b 01 I III I''.~DII it II II f I b II II II II III°it II II .I I li 3 I ;III II II I! II II II II !I li it II II II II I. II ''.I U ~w II w~o r~ V N U II II it II II II 'I it II !I it II II II II I! I' !I II I U II II I'~ I~ II II it II I' II II II II II I PROV. 2" X 12" CONT ~ O TEAJ II III ! ! ir 'I R' PRLv X L.. II I III d I 1~1 I ' I !I II f~ I II I II I! ~I I BOX BEAM ~I I I I II it I. I. ~ II I ~ 6 ~I 'I II II I li II I ~ I~ Il~d~ll 'I !I r !I I U rl I III III I Ix'-` i it x~' Ii I I ~ if, ' ~ ~G ~I, I I~ III N CI L J I li I i II 11 ~ I ~I I II I i I II a ~I tl II II II '.I I ~I ~ %f 01 I! I II U ~ ,III II I I; I iI (II II II I II ~I II II II ; II I ii II III 'I I I Z 0 D w 2ND.FL. DECK FRAMING PLAN PROV SUPPORT FOR--/ z PROV 1 - 1 3/4" 11 1/4" LVL \~PROV 2" X 10" RIM MICROLLAM @ BEARING POINT JOIST (TYP) W ROOF FRAMING PLAN FT W I J - --I J III I I II,~I II 2"x,o^RR ' IIIIi! I ! I!lil i III ~l~ll I~ 1 OO I~ I~ " I I I'll Il i I I ' I~~ .I ~ I, I I li I i 1111 III'. I I L1J II 0 I I III 2" X 10" If - II = III II ^c'810"HF RIM JOIST (2)2"X10"HEADER lI,~ 'IIII',II~,IIII~II Ti] I > ~ YP ALL I I' 7 _ 'I III _ - - - --~2•% 10' R.H _ _ I _ i ,a~16"OO I II II I_2"110"RIDGE BEAM I "¢Ui ~ III II i' 'I 13 X 10"RI co DGEI 1 i I lJ - = - it II I,!~I' li ~ 'Il h ~ II 'I .I f it II I~ 11= - li i. u e m ti~ x.~fn DBL. 2i 'X a\ a BEAM„I I' DBL s s ~ . x 10 J IIII 'i'' BEAM j Ibc 11 a x~ ~~II 0 w ~ III I 2. ~ CTtO'RR I '2 ~ ' i1 b b IIII I. a0 oc off, _ OI III I ~4 I 0'li I, I c I G II I li I - I l l I x ~ c ~El - _ - R. I I x' ~ I I VIII I III x6I I I I~IK I II, x' I ~ I N9 NO Ii I I II I. ! I 11• II dll X~ ~ i I Ilx~~l ~ ~ II I~ h~ ~ II I IIx~ II a C r 2"X 10'RR Ili rl 11 - III- ~ I I IIII N N~ N~ p 16. O G i r ~ Q J V III I J _I IIII ~ ~ ~ i ~ I II_'I IF- -T I' - --7 _ - ~ II I !I it ~ I~ I~ II I'.-i~~ II I~~ I it II '~~I ~'I II II U. I! ~~'I II II Ii I I _ - _ . _ - - ' III 'll I, ICIII II II zlfL i MIG -'Ip1nRL x 7 LAe^ III ~ I II I! I I II ~I II it I'' I ~ ~ II ~ .I I I III ~ I~ IIII a IIII ll III fill III T- 1I-7 lid _ _ _ _ _ _ I I I I I I L I II II L'U" i 'I I II ' IIII-III I_Ii I._1 66I ~ ~i~ ~C II-11 ~ ICii ~ IIII ~C IIII ~ !CV ~ ICI: IdSI IIII l~l ~ I4 ' ~ ~~II II~U III I III ~ ~ I 7 I II°~II IIII 1 ~1, ,Dd II o Q 0 G IIII LL LL L rf" X r F~O~. ~l I~ l 'I o 'c 7, =II T IF-Ii II ~gB~7'X'QlD ' x BEAM _%/~~[n\\T_ DBl- ;l: X'10 =%/~n\\ BEAM AM r l~ x-~ O a L r'' W ','I III L MI RO LA4 II iL FI -II _ d4 II I 2 lrO" R~DGE' x 5 II II4 J it II o o fEA7 JL II III u_ I/- I II ;I II II II Uil f m I X,o•R R1 - IOUI ~ ~ I Ix"IIII ~o~ III I. 'iHc III " 'ih~ q ICI A Ili °~I' icu,"XI&RRR 0113.0c @ 16OC I. i ®,e,^oc' I ~ l~' III D ~ _ _ _~II, III N- N_ I ~'1I I. h II III I~ !III z„x,6 NR 11 JII LI ~ ~I _ _JL_, III I~ II I IIII_ °•%t0'RR ------------III' ,III I- C16"OC m 1~ -~tl IIII X9oOC - IIII 11~ II IF I; IIII - If =a o o ~ ~ III I Il I D ~ m LLJ ~ r ~ r 7 ~4 F i Ti FILF_NAME 'l Ii ic:I II L, 11 °mi I,: I,I 'I b°I S D UI N o D _ _ - II_ III : _L L- X X7 rc %L I HE_FRA_CUR 01/22/03 SCALE' IVL A 1 /4r. -1'0rr DWG NAME SECOND FLOOR FRAMING PLAIN ROOF FRAMING PLAN l1 N V FRAMING PLANS DWG NO A.6 C)g' BCF`~~ (21 2" X 12" RIDGE BEAM KANT-SAG LSTI22 OR WALL STUD SIMPSON LSTA21 STRAP WITH (16) 10d X 1 1/2 FASTENER i \ (STRAP REQUIRED FOR 116" JOIST WALL STUD DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER) 6 ~ r BOTTOM PLATE BAND JOIST w ~ ~I ATTIC H N x INSULATE WALLS. \ O cu I 1 SCREW THROUGH BRACE Q INCLUDING TWO- MEMBER FLOOR SUPPORT BEAM AT EACH FLANGE U (L THOSE NEXT TO X 10" RAFTER LFLUSH) PILE UNCONDITIONED PILE CONNECTION OF WALL TO FLOOR FRAMING SIMPSON LSTA18 STRAP WITH 0 75" X 33 MIL SPACES (12) 10d FASTENER O:D" CONNECTION OF BAND JOIST TO SUPPORT o j CONNECTION OF RIGDE BEAM ID3 SIMPSON LTP4 STRAP (12) 8d X 1 1/2" U N N ti I O r -CRAWL SPACE TO ROOF RAFTER A E (EXAMPLE) k 6 CONNECTION OF WALL ~ \ TO FLOOR FRAMING. TRUSS BRACING I ( (EXAMPLE) A MTS12) TRUSS/RAFTER X- BRACING TO TOP PLATE 2..X6.. - - _ _ ! (EXAMPLE) LOCATION OF WALL INSULATION / DI aooF _SHEATING TO TRUSS j TOP PLATE j (RPS4) A.6 ~ r (EXAMPLE) WALL S2 STUD N (3) 2"X 10" CONNECTION OF WINDOW \ WALL STUDS (3) 2' WIN TEA WINDOW l-HEADER TO EXTERIOR WALL HEADER SIMPSON LSTA18 STRAP WITH H2) 10d FASTENER, 'I C9 D)TO STUD DOUBLE I- S TOP PLATE ii 10tl NAILS OR I I 16d SINKERS STUD TO BAND JOIST 3" O.C VERTICAL (CS16) CI METAL HURRICANE 2"X6^ 4" O.C. HORIZONTAL JACK--/ HEADER ANCHORAGE ' CONNECTOR STUDS (LSTA18) L' STRONG-WALL SHEARWALL - D WALL ` aPICAL AT I EACH CORNER) 2" X BLOCKING SHEATING -(2) 2" X a" TOP PLATE CONNECTION OF TOP ( 4 TC CONNECTION OF WALL SHEATHING [)7 TO STUDS AROUND WINDOW HEADER PROV, 11 /6° Box BEAM CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN, LENGTH = JOIST ' I f WALL PLATE TO WALL STUD. A 6 A. r PRE-ATTACHED (EXAMPLE) PHD6 WITH SILL PLATE 12 SOS 1/4 X 3 FOUNDATION WEB DEPTH MINUS 1/2" W N FASTENERS USING USP BEARING I ~ Y PLATE FASTENERS - - - - - (HBPS/LBPS) 2"X6" 1 SILL PLATE TO BAND JOIST FOUNDATION WALL FLOOR FRAMING (BP) 2" X 10" RAFTER i WALL STUD SILL PLATE TO 4- FOUNDATION SHEATHING\,, 1 USING USP BEARING 8 SCRE1 PLATE FASTENERS OF CLIF ~0 O 8 SCREWS (4 PER LEG -1~ V \ RAFTER BRACING MTS 12 STRAP (3) 2"X 10" yi IJ~i CONNECTION OF WALL (HBPS/LBPS) OF CLIP ANGLE) WITH (7) 10d X 1/2 FASTENER WINDOW I JI l1 HEATHING TO WINDOW HE4DE-R TO STUD AND RAFTER, HEADER TWO- MEMBER FLOOR SUPPORT BEAM Z Ili CONNECTION OF WALL p PILE CONNECTION OF FLOOR FRAMING SHEATHING TO 2"X 6" STUDS TO SUPPORT BEAM SIMPSON LTS12 \ I / yl STRAP WITH (12) 10d X 1 1/2" FASTENER METAL FASTENER SCHEDULE D9 INTO FLOOR JOIST AND SUPPORT BEAM Z JACK JOIST TO HEADER JOIST1 sruos BIRDSMOUTH CUT (EXAMPLE) AC LOW END OF JOIST ONLY CONNECTION OF WALL SHEATHING6 C CONNECTION OF FLOOR FRAMING [)p,~, ~ I _J I TO WINDOW HEADER (EXAMPLE) A.6 10 SUPPORT BE~Ivl (EXAMPLE) (EXAMPLE)\ I - - m 3.5" MIN. I ( I INTERIOR - INTERIOR IIOR EXTERIOR J I GRADE I GRADE GRADIE I I 3.S' MIN. °L Z I I- P ~-~W ~W ' Q FIELD APPLIED 2"X 6" TOP PLATE Q FLASHING ° d a a d a ~ ~ d d 2"X 6" TOP PLATE MONOLITHIC ;SLAB WITH FLOOR JOIST INTEGRAL FOOTING W W W J) W w D FINISH GRADE SLOPE 1/2" 18" MIN, GROUND SUPPORT SLAB BASMENT OR CRAWL SPACE BASIEMENT OR CRAWL SPACE WITH MASONRY WALL WITH MASONRY WALL AND WITH CONCRETE WALL AND MIN -PER FOOT, MIN. 6 FT FROM WALL AND SPREAD FOOTING SPREAD FOOTING SPRIEAD FOOTING BASEMENT OR CRAWL SPACE 3 - WITH FOUNDATION WALL w BEARING DIRECTLY ON SOIL 6 MIL. POLYETHYLENE I~ - - FILM li e PRESSURPF'PRESERVATIVELY -TREATEF 2" X 6" STUD WALL IL w i D PRESSURE PRESERVATIVELY FLASHING PER W "/6-TREATED PLYWOOD SECTION R703 8~\ to f Y W ~ i W W . o W SLAB-ON-GROUND FOUNDATION FLOOR 0 W o W v W PER SECTIONS R403.1 AND R506 D w PRESSURE PRESERVATIVELY T'~R EATED 2"X 6" BOTTOM PLATE SLOPE FINAL GRAD3E 7 FOUND/ FOUNDATION r6' - PER SECTION R403.3.2 11 12" d PERIME PERIMETER - D o ~ w MA++X. N of PRESSURE PRESERVATIVELY 1 TREATED 2"X 8" FOOTING PLATE INSULATIO PROTECTION FILE NO.. PER SECTI N R403.3.1 DETAILS_CUR 6" GRAVEL OR 12" 1-19-03 CRUSHED STONE4 BELOW FROST LINE MIN -VERTIC WALL INSU' ION 1/4"= 1'O" d ~ DWG NAME, C ~ CONSTRUCTION i DETAILS L_NOMINAL 4" SCREENED HOF HORIZONTAL INSULATION N1111+YYIJ1~(0 ~ `DWG NO.: i AND WASHED GRAVEL OR CRUSHED STONE, PERMANENT WOOD FOUNDATION DRAINED PER SECTION B- A In R403.3.2 CRAWL SPACE SECTION INSULT VSULATION DETAIL HORIZONTAL INSULATION F :c- A.7 ION PLAN °FQD?w~ - r (n 4STEST MILE WINDSPEED (MPH) L. FASTEST MILE WINDSPEED (MPH) FASTEST IY ,ND SHEAR PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST 8 PAPER ASSOCIATION PRESCRIPTIVE DESIGN TART 71VE DESIGN TABLE 30(AMERICAN FOREST a PAPER ASSOCIATION RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHE< fi a 90 100 110 120 90 100 110 120 CONNECTION REQUIREMENTS W 5 ° rl CONNECTION NUMRFH ROOF SPAN U 1 S IF L S IT L S U I S RAFTER?RU55 ROOFSPAN Lr LY 1' S LY L' S 11 L' S LY I_' PRESCRIP r(VE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 331AMERICAN FORE$ f 6 PAPER ASSOCIATION) ASSOCIATION) Cu z OF IFi 1 SPACING (IN.) (FT I - III STORIES HF QUIREU CAPACITY OF CONNECTION 0-13-9) HFOUIHED CAPACITY OF COIJNFLTTION (L BSI /2' ANCHC 146 14,g 210 190 176 ?10 266 213 ?10 268 264 210 FASTEST- . _ MILE 1/2' ANCHOR BOLTS FASTESTMILE WIND SPEED 12 50 402 92 402 139 402 190 402 12 145 1 243 316 3113 (MP MPH) O n - Ig YP 129 185 250 18 1 61LL PLATE TO FOUNDATION pp 103 1Q, 234 310 1 20 212 212 2139 3]9 395 90 100 BO laa Ilu Ix rn 245 335 0.Afi N \A\l 436 ggP(ER/ Z 1 24 130 202 282 310 24 _ 245 (CRAWL SPACE OR 213 15] 239 330 43O - Se 2]9 3131 M196 4135 CEILING JOIST WALL HEIGI I MAXIMUM An SPACING MAXIMUM ANCHOR BOI T O O lye SPACING (IN) 11~~11 >1 FAWLSPNq 28 279 32 1,5H 2!6 379 1 49O _ 32 312 423 565 SPADING (IN J (FIT) 312 555 36 211 313 426 fi6U 36 346 340 q]4 1 til5 515 C7 m ca Z ~ c 20 bB - 801 261 681 208 881 291 - 681 - 12 - - 193 193 191 230 284 235 250 341 KN 427 339 280 { 24 99 325 260 3513 18 2 2 325 421 625 U ZS 2 29 t19 3136 314 426 20_- 2132 2132 3136 500 az6 32 149 A, 44] A. 369 A.I 493 Ih 24 32% 327__ -M7 N. i 728 5 3 `1 r 33 J 3 1 W W 28 371 1 36 1]9 5O9 422 561 371 508 ran 1326 in 3 3 4 29 61 60 ST 60 297 6p 422 960 32 416 - 416 570 -/40 927 3 32 114 230 357 49] 36 461 461 632 b20 1927 w o 0 U C a I N 2 - _ - ~ _ 12 232 232 229 336 316 282 336 4l0 2134 280 512 gO6 350 ' _ _ _ 8 3 3 3 33 ? L~J [y 2 06 f-) 32 508 1 276 41! 572 43 4'2t 92 1]6 421 t39 2l3 421 190 254 402 1 - -.2-- ~ i - 39a 306 631 10 3 q a I11, IyTU~ ~ lV I 16 77 - 20 339 WALL BOTTOM I 129 196 2ep 339 463 601 ]51 Q m ~I 1o R LATE TO 62 FOUNOAVOU 20 t03 165 234 310 24 392 i.l 696 1.1. 87I 392 537 I- 370 11 28 446 1 24 13O 202 262__ 446 510 I V 701 I V 992 100 BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR BD COMMON NAILS W (SLAB-0N-GRADC1 213 157 239 330 930 32 4HB a9B BBn 666 1112 WHEN CEILING JOISTS ARE INSTALLED PARILLLELTO RAFTERS. THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOT: _ OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED AND CEILING JOIST SHALL EQUAL Q 32 184 d/6 3/8 490 36 553 553 789 984 1232 TO AVOID SPUTTING. NO MORE THAN 21 OENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER CR CEILING JOIST WHEN TO A 2 % 6 TOP PLATE .ING JOIST WHEN FASTENED /~I'~ nV, 36 21 l 313 428 660 2 290 5 420 040 500 420 290 286 420 398 362 420 512 ]N. Ly 24 59 43 421 129 ]h 421 2IM l3 421 291 254 121 16 - _ 3 3 467 1331 ]139 W 20 gp t!p 260 358 20 423 423 579 ]st 1330 W r 32 119 211 _314 -429 1 2 24 490 - 990 - e„ - 1376 16 80 LH 36 - - 149 N 253 N 369 _ N 493 - - - - - 28 - - - - 557 557 783 996 1239 T 179 1 294 422 561 32 524 1324 i II 855 n10 1380 26 O1 149 4 I8fl 17b 4 297 213 4 422 254 960 691 891 947 1'230 IE40 32 1 I4 230 367 M197 Cy CONNECTOR UPLIFT LOAD SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT COI~ I\ OLT CONNECTIONS W 36 1d5 27f. 91% 572 L' = CONNECTOR LATERAL LOAD IFERFENOICULAR TO RPENOILULAR TO THE WALL) ATI EL IG IHF WALL' RESISTING ILATERAL & SHEAR LOADS IT CONNECTOR UPLIFT LOAD 5 - CONNECIOH SHEAR LOAI! (f'ERALI EL 10 IIIE WAI ROOOCEILING DEAD I (DAD OF 10 PSI-(2/3 Y 15 PSF) kDS U I - CONHECIORLATLRAL TOAD (PERFLNDICUR AR TO f1 1P WAL11 IABUTAFED UPLIF I RI OIJIREMF.Nl S ASSUME A ROOF/CEILING DE TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS E RFOUIREMENTS SHAL I_ BE PERMI FILED TO BE MUI_1 IPLIFD BY O /(I AND 0 65. RFSPFCTI'JF.I Y FOR FRAMING NO I S - CONNECTOR SHEAR LOAD IPERALLEL TO THE WALLI LOCATED WITHIN 6 FEET OF BUILDING CORNERS WALL C( 'TABULATED I -WALL CONNECTIONS WHEN CALCULATING UPLIFT LOADS FGF WAI I OR .NAI LTO-FOUNDATIGN PRESCRIPTIVE DESIGN TABLE 3 2A /ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST d PAPER ABSC ABO MCA ROOF AN RO :ST d PAPER ASSOCIATION) W Y UPLIFT VAWFFCIFIEDES FOR SHALL ROOF BE PERMITTED ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE OETERMINEU IN NHE FOUNUAI IOIJ DESIGN FLR SECTION 1 1 4 CONNECTIONS UPLIFT TABULLOADSATED ARE SPECIFIED TABULATED UPLIFT REQUIREMENTS ASSUME A ROOFICEILING DEAD LOAD OF 10 PSF(2 3 % 15 ['SET ILL BE PERMITTED BE PERMITTED TO BE REDUCED BY 60 PLIF (2/3 % 100 PLF) FOR EACH ' FULL WALL LL ABOVE MEAN ROOF HEIGHT OF 33 FEET FOR MEAN HEIGHTS OF 15 `BET OR LESS THE TABUVITFO VALUES SHALL BE 112" ANCHOR BOLTS SS WE ANCHOR BOLTS Q ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS .SHALL BE PERMITTED TO BE MULTIPLIED BT U 70 AND 0 95. RESPECTIVELY FUR FRAMING NI IT 'TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIC PERMITTED LOCATED WITHIN 8 FEET OF BUILDING CORNERS TO BE MULTIPLIED BY p 80 Fn9TFST-MILE WINO SPEED F/ SPEED FASTEST-MLLC WIND SPEED O ' TABULATED SHEAR CAPACITY REOUIREMETTS ASSUME A WALL SHEAR OAPACI IY DE 421 PLF WALLS SHEATHING Will 17/16' STRUCTURAL SH4 THING AT IAGI TED Will I BD NAILS SPACED 6' AT PERIMETER EDGES AND 12 AT INTERMEDIATE SUPPORTS) FOR OTI TER N91_I- SHEAR CAPACITIES THE REQUIRED SHEAR 1 APACITY OF THE (MPH) (MPHI CONNECTION SHZ BE INCRCASED 90 100 l10 120 90 = --;0 100 I10 120 I BOLT MA>UMUM ANCHOR BOLT W ANCHOR BOLT FOUNDATION BRACMCI WALL PERIMETER MAXIMUM ANCHOR BOLT I CONNECTION SUPPORTING EDGE. NAIL SPACING SPACING (IN) SPACING (IN) m LL z 1 STORY SILL PISTE TO FOUNDATION` 2 STORIES ALLY 23 (CRAWL SPACE OR EASEMENT) 96 3 STORIES i5 23 19 2B J WALL PLATE FOUNDATION' 1 3 STORIES III - - - - 1 (SLAB-ON-GftAOE) 6 36 I 5? S i 111 U = CONNECTOR UPLIFT LOAD 'iN1 1- - CONNECTOR LATERAL LOAD IPERPFNDICUI API TO TH6 WALT ) S CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALLI LU V ~ ROOF ANCHORAGE REPAIRED TO RESIST LATERAL LOADS SHALL BE EY OF UNBLOCKED I O IN THE FOUNDATION DESIGN PER SECTION 1 1 4 ' ANCHOR BOLT SPACINGS BASSOON MAXIMUM SHEAR CAPACIT OF RACING WALL F ANDER FLOOR GE DfAfPHRAMS (279 PUF =I1 In I'I 1PHRAM PILE) W 7 "VENT ' ANCHOR BOLT BASSOON SPACINGS MAXIMUM SH EAR CAPACITY OF BRACING WALL PERIMETER WOE NAIL SPACING G OF F 3 0 " D IN ACCORDANCE WITH SE CTION TION 3.4.4, SPACING (2 ACING OF F 3 3" O O (791 PLF) BUILT I. ' ANCHOR CHOR BOLT LT SPACINGS SE SPACINGS SECTION BVSED0N MAXIMUM SHEAR GAPACIM OF BRACING WALL PERIMETER EDGE NAIL SPACING OF B" O IN ACCORDANCE WITH SECTION 3 4 4 SPACING OF B" O C (421 ELF) BUILT i ,III 3 b W I Z 0~ ~ I 1 UPLIFT STRAP CONNECTION REQUIREMENTS ~1 112 ' 1 v2" 11,2„ (ROOF-TO-WALL, WALL-TO-WALL, AND LAiAI I -rr~_E-r)I InInA-rlr)KIl mn f10'-10"- y vv- r 0z e sw ev,c PRESCRIPTIVE DESIGN TABLE 3 3S ALTERNATIVE TQ TABLE 3 3 (AMERICAN FOREST & PAPER ASSOCIATIOM Bm - 1 I[) 1'2p z IL w NUIMBER OF BD COMMON NAILS a 0 rr FRAMING SPACING ROOF SPAN END OF 1-114 " %2O IN, AFT 1 GAGE STRAP- IuH 12 2 2 3 3 A W O I 20 9 •i /ii+1 a is ~TTjyyy SECOND FLOOR ~ i•i~ ~,~5/~n~ ~ C ENT 5 W 2 3 J Q a2 2 a 6 6 SILL SILL OR BOTTOM PLATE TO FOUNDATION o 'I B 2 ANCHOR BOLT CONNECTIONS p I l2 2 9 3 3 16 z a a a RESISTING UPLIFT op PRESCRIPTIVE PRESCRIPTIVE DESIGN TABLES 28 ALTERNATIVE TO IABLE 3.2 (AMERICAN FOREST & PAPER ASSOC AI IONI V 16 2n 3 4 4 O 20 O 29 3 a a 5 1,2 ANCHOR BOLTS ANCHOR BOL fS Q m 3' VENT 32 5 S 6 FASTESTMILE WIND SPEFO FASTEST-MILE WIND SPEED m O (MPH) (MPH) Q Q I,I 1'-7" 3a 4~ 4 5 J flU IUU 110 'I'nl BO 10U 110 120 f' W I1 2 3 4 5 Q D B 9 5 ANCHOR BOLT W ANCHOR BOLT FOUNDAI ION 3UPPORI ING, MAXIMUM ANCHOR ROIT MAXIMUM ANCHOR BOLT D I x, 20 3111 4 5 B CONNECTION CONNECTION SPACING (IN) SPACING (IN) U 41 N Q I ~ Y- ! - -ze 4 5 Y A I yr I; iz" I - SILL PLATE TD FOUNDATI( 32 4 B T - (CRAWL SPACE OR BASEME O .TE TD FOUNDATION' W N 36 5 a B IP^CE OR BASEMENT) 1-3 STORIES 72 72 2 12 72 12 72 72 N N m (n (6 ro I I f`J~_4~, I 12 3 4 5 6 FILE NO.: K SII•I+[ 9 SINr. e s II _ WALL PLATE TO FOUNDAI jB 4 B 6 B (SLAB-ON-GRADEI ATE TO FOUNDAI ION 1 3 STORIES HE_PLUM _CUF AB-ON-GRADE) AU 33 25 25 51 42 38 32 11q'124-03 I 2 4 7 2e 5 e 3z 5 7 - ~ 3B fi 9 LI ~ I SHWH DWG NAME lY CONNECTOR UPUFT LOAD NAILING FIRST FLOOR I E. - CONNECTOR LATERAL LOAD (PERPENDICULAR TIO THE `NALI_) SCHEDULE S CONNEC 1 OR SHEAR LOAD (PERALLEL 1D 1 HE WIALL) ~m+1"6 uuif"j. PLUMBING IABULAIED UPLIFT REOUIHIFMEMB ASSUME A ROOF/CEILING DEAD LOAD OF IO ESE (2 3X 15 jb- BASEMENT 1/8" SLOPE PER 1' % I PSF) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILNG ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATFO NUMBER OF NAILS SHALT. BE - 4" TRAP (CREASED BY 1 NAIL Ar EACH ENO + FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS THE TABULATED NUMBER ® DWG NO. I TO APPROVED' OF NAILS SHALL BE PERMITTED TO BE REDUCED BY 1 NAZI- AT EACH OF TI IC STRAP FOR EACH FULL WALL ABOVE 1 PLUMBING RISER DIAGRAM SANITARY SYSTEM I A.7-1 I, N.T.S. SCALE: 1'=112"' ,l t r L1' W i lA C LV~ c7 SING ENVELOPE REQUIREMENTS FLOORS, WALLS, AND CEILINGS NOTE: TOTE: w m GENERAL NOTES: HEATING & COOLING PERSPECTIVE BUILDING E CRITERIA ZONE 11 B WINDOW' AREA 30% OF GRC OF GROSS EXTERIOR WALL AREA OVER OUTSIDE AIR. GENERA 'ENERAL CONTRACTOR SHALL VERIFY ti 1 FAMILY DETACHED DWELLING DETACHED ONE FAMILY WALLS MAXIMUM P MAXIMUM DESCRIPTION INSULLATION THAT TH R-VALUE U -FACTOR X AREA = UA HAT THE HEIGHT OF THE STRUCTURE V, MODE HEATING OR COOLING 014 HEATING GLAZING CEILING EXTERIOR WALL ERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE DOES NC TOES NOT EXCEED THE MAXIMUM ZONE 1 DEGREEE DAYS HEATING DAYS = 5760 ROOF CEILING 0.031 U-FACTOR R-VALUE R-VALUE I t,LUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE CEILING R-38 0 31 880 SO FT. 274 HEIGHT ( IEIGHT OF TOWN REQUIREMENTS AFTER 0 COINCIDENT WET-BULB TEMP = 74 INTERIOR FLOOR R-21 0.31 2,350 SOFT. 728 FRAMING RAMING THE SECOND FL. AND RIDGE SUMMER DESIGN DRY - BULB TEMP = 83 UNHEATED SLAB ON GRADE 45 ZONE 11 B It R-19 R-10 R-9.2 FT R-19 EXTERIOR WALLS R-19 0.31 2,18,4S0.FT. 680 IF MEASI Lfj MEASURES HIGHER, ADJUST ROOF o WINTER DESIGN DRY-BULB TEMP =11 5750 0.45 R-38 R-IB 1 BASEMENT WALL a, b, 0.1 CRAWL SPACE WALL D O6 CEILINGS' TOTAL AREA 2.350 S0. FT. PITCH AF ITCH AFTER NOTIFYING THE ARCHITECT GLAZING U FACTOR = 0.45 OF THIS )F THIS FIELD CONDITION. O CEILING R VALUE = R-38 EXTERIOR WALL R VALUE =R-13 CLIMATE-SPECIFIC FLOOR R VALUE = R-19 'ECIFIC REQUIRED & PROPOSED WALLS, WINDOWS, AND DOORS a~ NOTE 3SED MINIMUM NOTES DESCRIPTION INSULLATION z a ry 'E ~ o u - ALL DECKS MORE THAN 30" ABOVE GRADE DESCRIPTION PROPOSED MINIM R-VALUE U -FACTOR X AREA - UA TOTAL EXTERIOR WALL SO FT = 2,184 SOFT OR WALKING SURFACE BELOW SHALL BE R-VALUE R-VAL TOTAL WINDOW SO FT = 480 SO FT PROVIDED WITH A MINIMUM 36" HIGH GUARD LUE R-VALUE TOTAL DOOR GLASS AREA = 28 SOFT, - PROV 4" MAX SPHERE PASSAGE WALL TYPE 1 4' P. CONC. R-10 R-10 R-10 8" P.CONC WALL ON TOP OF A CONT FOOTING. WALL R-19 Uo=O 14 2, 184 SO FT 306 WINDOW R= .3 / SOFT 0.35 480 SOFT 168 FENESTRATION AREA = 480; 2,184 X 100 = 22 WWR R-10 &'P CONIC WALL ON TOP OF A CONT FOOTING W xN TOTAL SO.FT.AREA = 2,350 SO FT. WALL TYPE 2 Y P CONC R-10 R-10 DOOR N/A 0 35 28 SO.FT 10 R - 13 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. xn a 7 U ROOF SO. FT AREA = 1,410 SO FT WALL TYPE 4 2"X4' W D STUD R-13 R-13 WALL TYPE 3 2"X6" W.D STUD R-19 R-13 R - 13 2" X 6" WOOD STUD WALL WITH COX PLY WD BLINDING GLASS DOOR N/A N/A N/A r0 ~ MINIMUM EQUIPMENT ROOF TYPE ASPHALT R-38 R-38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE 'I PERFORMANCE SHINGLE FLOOR TYPE 1 2" X 10" AGO R-19 R-19 R-19 2"X10"ACODECKING FLOORS AND FOUNDATIONS n R-19 TGI PRO. 350 1 3/4" X 11 7/8" F J. @ 16" ON CENTER FLOOR OVER INSULLATION INSULLATION U-FACTOR OR AREA OR MINIMUM FLOOR TYPE 2 TGI PRO 350 R-19 R-19 EQUIPMENT CATEGORY EQUIPMENT CATEGORY PERFORMANCE IY CEILING TYPE 1 2" X 10" C.J R - 9.2 R - 9,2 R - 9,2 2" X 10" CEILING JOISTS (91 16" ON CENTER UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIMITER = UA J ? R - 9,2 2" X 10" ROOF RAFTERS @ 16" ON CENTER DESCRIPTION W OIL-FIRED STEAM AND DOE 10 CFR PART 430 ROOF FRAMING 2 2" X 10" RJR R - 9.2 R - 9,2 d HOT WATER BOILERS SUBPART T B, , APPENDIX N. AFUE 80% SLAB 4" P.CONC. R - 9,2 R - 9,2 R - 9,2 4" P.CONC SLAB ON COMP FILL W/W W M 6 X 6 REINF. BASEMENT WALL 4' R= 10 0 56 52 LIN. FT 30 300,000 BTU/H. BASEMENT WALL 9' R= 19 0.56 140 LIN FT. 78 Z UNHEATED SLAB 4" R= 4 5 N/A 1,400 SO. FT N/A TOTAL PROPOSED UA 108 GENERAL FLOOR PLAN NOTES NAILING SCHEDU DHEDULE w Y U~ 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER AS T & PAPER ASSOCIATION FASTENING SPACING z0 2 ALL INTERIOR WALLS TO BE COVERED WITH I/2" GYPSUM BOARD WITH METAL CORNER REINFORCING CONNECTION F) TAPE, FLOAT, AND SAND (3 COSTS). NO C 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)(Q16" O.C. 3 ad PER RAFTER AT GARAGE SIDE WITH 6-0" RETURN ON ADJACENT WALLS AND CEILING MANUFACTURED LUMBER 3 8d PER JOIST 3 w REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD 2 CEILING JOIST TO TOP PLATE (TOE-!NAILED) z 4 ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) ISE =D) (SEE TABLE 3.7) EACH LAP RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL. 4 CEILING JOIST LAPS OVER PARTITIONS w (FACE-NAILED) (SE (SEE TABLE 3 7) EACH LAP GENERAL FRAMING NOTES 5 COLLAR TIE TO RAFTER (FACE-NAILED) (SE (SEE TABLE 3 4) PER LIE CONT. RIDGE VENT BY "COBRA" OR APP. EO (TYP ALL AREAS) rr 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END ~DBL 2" X -DBL 2" X 10" RIDGE BEAM cY 2-160 EACH END 1 ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BETTER 16" O/C. ALL OTHER FRAMING MATERIAL 7 RIM BOARD TO RAFTER (END-NAILED) 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 _ J 4-16D JOINTS-EACH SIDE PROV. 40 YEAR "GAF" ASPHALT i _ IT "X,O"RR 2,6"OC 3 PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) OTHERWISE SPECIFIED 10 STUD TO STUD (FACE-NAILED) ROOF SHINGLES. (fYP ALL AREAS) C1 JJ[T 2" X 10" F 2-16D 24" O.C. OVER 15 LB. FELT. PROV "WEATHER 2R-7/8" 2 m~m 4 PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF &-D" O/C FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. 11 HEADER TO HEADER (FACE-NAILED)) 160 16" O C ALONG EDGES WATCH" UP 2'-O" OF ROOF EDGE X311-718" MIC ROLAM BEAM 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 2X4 STUD - OG APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS ~p DJOIST 2^ X 10" CA @ 18" 6. ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2"X10" UNLESS OTHERWISE SPECIFIED 13 BOTTOM PLATE TO FLOOR JOIST, BIANDJOIST, ENDJOIST ALL INTERIOR HEADERS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. OR BLOCKING (FACE-NAILED) 2-160 PER FOOT \ R/',-~3/8 BAIT INSULATION 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 14 JOIST TO SILL, TOP PLATE OR GIRDIER (TOE-NAILED) iD) 4-160 PER JOIST PROV, 5/a" COX PLYWOOD (T aPP P ATTIC AREAS) w 8 ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED 2-BD EACH END ROOF SHEATHING (1YP ALL ROOF AREAS) R-38 BATT. INSULATION 9. ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS 15 BRIDGING TO JOIST (TOE-NAILED) ! 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR 16 BRIDGING TO JOIST (TOE-NAILED) 7/16" OSB PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS 2-e1) EACH END PROV. 40 YEAR "GAF" ASPHALT _ (fYP ROOF AREAS) 11 PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK ROOF WATCH" SHING A EAS) 3-1/2 M 51 O O 18 LEDGER STRIP TO BEAM (FACE-NAIILED) 3-16D EACH JOIST OVER 15 LB. FELT. PROV. "WEATHER GYP. BD.ON ALL - F ROOF EDGE. EXPOSED AREAS 3-1/2" X 1-7/8" 3-8D PER JOIST PROV 1-3/4" X 11-7/8" RIM JOIST 1/2" X 11 10'1 C.w CRO V J GENERAL ELEVATION NOTES 19 JOIST ON LEDGER TO BEAM (TOE-NIAIUEO) BFAM AM 20 BAND JOISTS TO JOIST (ENO-NAILEID) 3-161) PER JOIST T (YP C ALLARE) TGI PRO 350 t-3/4" X 11-7/8" RJ @ 16" O.C 0 W ! o, oenin in~cT Tn c. i no r.~o oe-rc rrncninu rn~ o_,an PER FOOT e„...-.. r 1 . EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS - CHIMNEYS, PROJECTIONS. AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION 22 STRUCTURAL PANELS BD (SEE TABLE 3.8) AT ALL ROOF EDGES CL, THIRD FLOOR ROOF DECK. LEADER pUIET ZONE o O W PRACTICES. LOCATIONS T B.D PROV. CONT ALUM, DRIP EDGE. (TYP ALL AREAS) (TYP, FLOOR AREAS) 2 GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS. 23 DIAGONAL BOARD SHEATHING 2-8D PER SUPPORT PROV 10" "AZEK" TRIM OVER 5/e" CDX a C3 3 PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. 1" X 6" OR I" X B" DBL. 2" X 10" NDR. U C YP ALL) rn 1"X 10" OR WIDER 3-80 PER SUPPORT PLYWOOD BLOCKING (TYP ALL AREAS) 5/8" GYP- BD.ON ALL W D GENERAL PLUMBING NOTES 24 GYPSUM WALLBOARD 5D 5D COOLERS 7" EDGE/ 10" FIELD EXPOSED AREASi \ 9PROV."AZEK" TRIM W/ 1" VENTED SLOT 1 25 STRUCTURAL PANELS - (SCREENED) TYP ALL ROOF AREAS. eD (SEE TABLE 3 8) W12X 40 \~2" X 4' STUD INT WALL 3 1 PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND 26 FIBERBOARD PANELS SAFETY REQUIREMENTS, - 5/4" CLEAR CEDAR FRIEZE BD. R-21 BATT IBVSULATION FLUSH STL BEAM w 3/4" PLYWOOD 3 W 2 IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7/18" 80 - 3" EDGE/ 6" FIELD - (T`/P, FLOOR AREAS) SUBFLOOR w w Q EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER 25/32" eD 3" EDGE/ 6" FIELD PROV R-101NSUL BD. UNDER Q 2 O PROV, 1/2" INSUL BD UNDER TGI PRO 350 1-3/4" X 1 EXTERIOR OR SIDING. (TYP, ALL TGI PRO 350 7-3/4" X l 1-7/8" F J (Ep 16" O C .350 1-3/4" X 11 -7/8" F J. C? 16" O.C. AGAINST EXTERIOR FOUNDATION 2 2 W EXTERIOR SIDES) WALL TO 24" DEPTH (TYP ALL) GENERAL HVAC SYSTEM NOTES 27 GYPSUM WALLBOARD 5C 51) COOLERS 7" EDGE/ 10" FIELD E W 28 HARDBOARD 2" X 6" WOOD STUDS W/ 1/2" 80 (SEE TABLE 3.9) / 3-1 /2" X 1 1 CDX PLY SHEATHING (TVP ) d a 3 1/2" X 11-7/6" MICROLAM HDR 0 8D (SEE TABLE 3.9) R-21 HIGH DENSITYFOIL / (TYP ALL NON- PG AR IS ) ACROSSC ACROSS OPG IN FOUND WALL 0 0 Q 1 MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS t FA INSUL (TYP. ALL AREA) 6 SAFETY REQUIREMENTS. 30 DIAGONAL BOARD SHEATHING ACCE: ACCESS OPG, IN LEFT SIDE 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE 2-8D PER SUPPORT 2" X 6" CCA SILL PLATE AREA AREA FOUND WALL TO STORAGE m m AREA BEHIND. Q Q 0 EQUIPMENT SUPPLIER. 1" X 6" OR 1" X B" 3, HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL 1"X 70" OR WIDER 3-8D PER SUPPORT ANCHOR BOLTS 41-0" O C F H w CONTRACTOR, OWNER. AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL. (TYP. ALL AREAS ) O O N 31 STRUCTURAL PANELS 7 J BD & EDGE/ 12" FIELD B" P. CONC FOUNDATION WALLW/ 1'6" X 10" D FTGS. fN!_1 _N w w EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 1" OR LESS GREATER THAN 1" 10D 6" EDGE/ 6" FIELD (TYP. ALL FOUNDATION ) o M M O O 32 DIAGONAL BOARD SHEATHING N N N m P 7 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. 2-BD PER SUPPORT FILE NO.: P OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. V X S" OR 1" X B" 3-80 PER SUPPORT 4" DIA STRUCT STEEL HE SECT CUR I 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF S 7 SQUARE FEET. t"X 10" OR WIDER _ COL BURIED IN F TG (TYPICAL ALL AREAS) 2'-0" X 2p-O' X 12" D. 4" P CC /4P NC SLAB ON 1-24-03 4 MINIMUM OF 5 O SOAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS 'NAILING REQUIREMENTS ARE BASED (ON WALL SHEATHING NAILE 4THING NAILED 6" ON-CENTER AT THE PANELEDGE P. CONC FTGS.(TYP) CLEAN CLEAN COMP FIN. SCALE 5 MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDG T PANEL EDGE OUIREMENTS FOR STRUCTURE MEMERS SHALL BE WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS SHEAR PLATES, 1/4"=V0" 6. MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATE (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS), SHALL BE USED TO MAINTAIN THE LOIAD PATH JNECTED MEMBERS, THE TABULATED NUMBER OF WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEP 6D NAIL PER NORTH ELEVATIO DWG. NAME ' 7 PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER ATI O N 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM FOOT NET CLEAR OPENING REQUIREMENTS ENERGY CALCULATION 9 BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE SECTION TWO NO 1a029~~•4"~l~ A.7-2 '~1~^TdiOolraerFl9~~