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HomeMy WebLinkAbout29399-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30767 Date: 02/14/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 67425 CR 48 GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 40 Block 2 Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 1, 2003 pursuant to which Building Permit No. 29399-Z dated MAY 20, 2003 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 ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5449 DATED 1/8/04. The certificate is issued to DEMETRA TZANOPOULOS & ELENI VARIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 86975C 09/13/04 PLUMBERS CERTIFICATION DATED 01/02/05 STEVE VASILIKOS Au o zed ignat e Rev. 1/81 w Form No.6 TOWN OF SOUTHOLD (J� 1 BUILDING DEPARTMENT TOWN HALL (S 765-1802 , APPLICATION FOR CERTIFICATE OF OCCUPANCY 113 L This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling $25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 1104 New Construction: Old or Pre-existing Building: V1 (check one) Location of Property: 10 14 �ome%4eoa i A QQ r D OrT► N +� 4q House No. Street Hamlet Owner or Owners of Property: D E M E-1, 9-A TLAIJ O )U L0 S E LE N I IS Suffolk County Tax Map No 1000, Section k4 7 39 gq- lock_ 0 (�`� Lot_tl Subdivision Filed Map. � Lot: Permit No. p� 3 `7 — Date of Permit. ,� Z O O Applicant: (,eM C4fd p�w I Q s Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ;z , 0 0 t5_)d C kgi Ll 1) L4/0 Applicant tignature Co ?-- 3ae?6 `7 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. 29399 Z Date MAY 20, 2003 Permission is hereby granted to: DEMETRA TZANOPOULOS 209-15 27TH AVE BAYSIDE,NY 11360 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR AS PER ZBA APPROVAL at premises located at 67425 CR 48 GREENPORT County Tax Map No. 473889 Section 040 Block 0002 Lot No. 021 pursuant to application dated APRIL 1, 2003 and approved by the Building Inspector to expire on NOVEMBER 20, 2004 . Fee 252 . 30 utho t ized Signature ORIGINAL Rev. 5/8/02 qfF01,rcoG o� y� Town Hall,53095 Main Road Fax(631)765-9502 P.O..Box 1179 y�01 �aO� Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ����� ► Owner: '2WW (Please print) Plumber: S-keo°� V©,s'(bc<y (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) --L- Sworn to before me this day o - 20A LINDA J.HAYE3 Nohry Public,State of New Yuri( No. 01 HA6059622 1 Cuailfled in Suffolk Cou o Ommiasion Expires May 29, Notary Public, County Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 9/13/2004 375 Dunton Avenue 86975C East Patchogue, New York 11772 �M. (631)286-6642 i Issued To: Mr. Dino .; Street: 1040 Homestead Way Village: Greenport Zip: 11944 Town: Southold Section: Block: Lot: Contractor: East End Mechanical Co., Inc. Lic. # 4881-E R , Was examined and found to be in compliance with the National Electrical Code. " '`• ❑ Commercial ❑ NV Defects ❑X Pool ❑ 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub , X❑ Residential ❑ Det.Garage ❑ Attic ❑ 2nd Floor ❑ Outdoor ❑X Addition ❑ Survey r Switches Receptacles Fixtures GFI Heaters A/C Fans s• 42 54 51 15 2 3 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1/20 Furnace on Gas Circulators Smoke Detector Bell Transformer 1 x 5 10 1 hY:ti-- o f< Meter Amps Phase UG/OH Jacuzzi Television CO Detector — 1Es 1 200 1 ❑x / 1 Bldg. Permit: Other Equipment 100amp sub panel / 1 50amp raintight sub panel / 1 pool light/ 1 20/220V specialty outlet 1 time clock/2 50/220V a/c disconnect/ 1 Hugo S. Surdi 00amp panel with main breaker President Rough Inspection: 09/02/2004 Inspector: John McMahon III Final Inspection: 09/09/2004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 05/19/03 MON 16:27 FAX 333333 Art-Of-Fors Q001 5h n�-q5o� ART r�FORM ARCH I T 6 C T U RE 1 9 2003 1V4ay 19,2003 - , Projcct#02084 Town of Southold Town Hall 53095 Main Road Southold,NY 11791-0959 Attention. Mr. Damon Rallis Re: Varis Residence- 1040 Homestead Way Greenport,NY Dear Mr_Rallis: Based on our knowledge,belief,and cxperience,we believe the existing septic system for the above-referenced residence to be adequate in capacity and capable of supporting the proposed design. X CH S- 4 Mark Scarage, IgTE Of 159 Broadway(Route 110) Village of Amityville,NY 11701 tel 631.264.8191 fax 631.264.8189 artofform.com 2 6�," FORM NO. 3 © '" NOTICE OF DISAPPROVAL DATE: September 16, 2003 TO: Art of Form Architects A/C Lena Tzanopolis AGN a� 159 Broadway Amityville,NY 11701 Please take notice that your application dated September 16, 2003 For permit to construct additions and alteration to an existing single family dwelling at Location of property: 1040 Homestead Way, Greenport,NY County Tax Map No. 1000 - Section 40 Block 2 Lot 21 Is returned herewith and disapproved on the following grounds: The posed construction, located on this non-conforming 20,000 square foot parcel, in the residential R-40 District, is not permitted pursuant to Article III, Section 100-244, which states that non- conforming parcels,measuring between 20,000 and 39,999 square feet in total size, require a minimum side yard setback of+/- 15 feet, and a maximum lot coverage of 20 percent. Following the proposed construction, the dwelling will have a side yard setback of 3.5 feet and a total lot coverage 21 percent. In addition, the proposed construction is not permitted pursuant to Article III, Section 100-33, which states that accessory buildings and structures shall be located in the required rear yard. The addition will relocate the existing accessoryground swimming pool into the side yard. Total lot covomm following tion will be+/- 12 percent. C 4uthegSignat 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. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 16, 2003 AMENDED: September 26, 2003 AMENDED: September 29, 2003 AMENDED: December 26, 2003 TO: Art of Form Architecture A/C Lena Tzanopolis 159 Broadway Amityville,NY 11701 Please take notice that your application dated September 16, 2003 For to make additions and alterations to an existing single family dwelling at Location of property 1040 Homestead Way, Greenport,NY County Tax Map No. 1000 - Section 40 Block 2 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction, located on this non-conforming 20,000 square foot parcel, in the R-40 District, is not permitted pursuant to Article XXIV Section 100-242A which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforminiz building containing a conforming use,provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The existing single-family dwelling notes a single side yard setback of+/- 16.5 feet and a total side yard setback of 32.10 feet. Following the proposed construction those setbacks will be maintained and will increase lot coverage to o 21 percent. Therefore, the proposed construction is not permitted pursuant to Article III, Section 100-244,which states that non-conforming_parcels, measuring between 20,000 and 39,999 square feet in total size, require a minimum side yard setback of 35 feet and a maximum lot coverage of 20 percent. This N ce of Dis roval was amended on September 26 and 29 to correct errors. It was furt r ended n er 2003 to address chap es made by the applicant. 4--- /,/�r Auth rize igna •e CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 16, 2003 AMENDED: September 26,2003 AMENDED: September 29, 2003 TO: Art of Form Architects A/C Lena Tzanopolis 159 Broadway Amityville,NY 11701 Please take notice that your application dated September 16, 2003 For permit to construct additions and alteration to an existing singley dwelling at Location of property: 1040 Homestead Way, Green-port,NY County Tax Map No. 1000 - Section 40 Block 2 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction located on this non-conforming 20,000 sguare foot parcel, in the residential R-40 District is not permitted pursuant to Article XXIV Section 100-242A which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conformingbuilding uilding containing a conforming use,provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single- family dwelling has a single side yard setback of+/- 16.5 feet and a total side yard setback of+/- 32.10 feet. Following the proposed construction, the dwelling will have a single side yard setback of+/-16.5 feet a total side yard setback of+/- 19.11 feet and a total lot coverage 21 percent. Therefore the proposed construction is not permitted pursuant to Article In, Section 100-244 which states that non-conforming parcels measuring between 20,000 and 39,999 square feet in total size, require a minimum total side ygrd setback of 35 feet, and a maximum lot coverage of 20 percent. Total lot coverage, following construction,will be+/- 21 percent. This Notice isappro al was amended on September 26,2003, to correct an error. This Noti of Disappro on September 29,2003, to correct additional errors. Aut orized S' a Note to Applicant: y c"o - the above referenced application, may require further review by the SoDepartment. CC: file, Z.B.A. APPEALS BOARD MEMBERS �pgpFFO�,�►c Ruth D. Oliva, Chairwoman �`i`O �Gy� Southold Town Hall 53095 Main Road Gerard P. Goehringer C#3 Z P.O. Box 1179 \ Lydia A.Tortora 5 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 FINDINGS, DELIBERNATIIONSA ND DETERMINATION )AN 0 2004 MEETING OF JANUARY 8, 2004 1 Appl. No. 5449- DEMETRA TZANOPOULOS Property Location: 1040 Homestead Way, Greenport; Parcel 1000-40-2-21. 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 applicant's 20,000 sq. ft. parcel has 100 ft. along the south side of Homestead Way and 200 ft. in depth. The property is improved with a two-story frame dwelling with deck areas and semi-inground pool at the rear of the dwelling, as shown on the May 25, 1983 survey, revised September 24, 1984, prepared by Raymond W. Donack, Sr., L.S.S. BASIS OF APPLICATION: Building Department's September 29, 2003 Notice of Disapproval, citing Section 100-242A and 100-244, in its denial of a building permit application to locate a proposed addition and alterations to the dwelling, at less than 35 feet for total side yards, and with lot coverage for all building area in excess of 20% of the total lot area. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 18, 2003, 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: On September 16, 2003, the Applicant applied to the Building Department, based on a site plan dated 8/26/03 prepared by Art of Form Architecture, to construct a 21'3" extended wood deck and gazebo, attached to the existing deck behind the dwelling, at 3.6' on a single side yard, a total side yard of +-19.8 feet, and proposed 21% lot coverage. On 10/6/03 a revised site plan was submitted, confirming dimensions and setbacks for all proposed construction (addition to the dwelling, proposed deck extension and gazebo). ADDITIONAL INFORMATION:AMENDED RELIEF: During the December 18, 2003 public hearing, the applicant was requested to consider an alternative to increase the setbacks that would be more conforming to the code's side setback requirements of 15 and 20 feet, and total side yards of 35 feet. On December 22, 2003, Art of Form Architecture submitted a revised 12/19/03 site plan, relocating the proposed deck and gazebo to the opposite side of the existing wood deck and pool, with an 18' minimum westerly side setback, and without any proposal to construct within the easterly Page 2'—January 8, 2004 Appl. No. 5448—D.Tzanpoulos 40-2-21 at Greenport side yard area. ,The 23.83' by 28.4' addition at the west side of the dwelling is proposed at 16.35 feet (16'4"), and the total side yards shown at 32.7 feet. 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 alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant wishes to expand the dwelling and to increase ceiling height in bedrooms, as well as to add a yard gazebo connecting the deck with close proximity to the semi-inground swimming pool behind the house. The house is approximately 41 feet from the northerly front lot line along Homestead Way, and approximately 110 feet between the deck at the rear of the house to the southerly front lot line facing County Road 48 (a/k/a North Road). The addition at the west side of the dwelling is proposed at least 49 feet from the northerly front lot line, in line with the existing front wall of the dwelling, and will be 16'4" from the west side line, resulting in a total side yard area of 32'8". After the extension of an open, unroofed wood deck connecting the existing deck to the proposed gazebo, the lot coverage will increase by 279 sq. ft., for a total lot coverage of 4,279 sq. ft., including the step area from the gazebo, as shown on the 12/19/03 revised site plan. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The addition is in line with the angles of the house in respect to the length and depth, and the deck areas are open, unenclosed. A patio at ground level, verses an open deck with gazebo, is not feasible for the design and purposes intended by applicant. 3. The variance granted herein is not substantial. The required 16'4" and 16'4" side yard setbacks (west and east sides) is the minimum necessary and reduce the code required 35 ft. minimum total side yards to 32'8", and lot coverage increase by 279 sq. ft. for all areas. 4. The difficulty was self-created when the addition was planned without conforming to the current Town Code requirements. 5. No evidence has been submitted to suggest that a variance on this private, residential lot will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations, 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 Orlando, seconded by Member Goehringer, and duly carried, to 4 r Page 3`—January 8, 2004 Appl. No. 5448—D. Tzanpoulos 40-2-21 at Greenport DENY the variance as applied for, and to GRANT alternative relief, as shown on the revised 12/19/03 site plan prepared by Art of Form Architecture. 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 (Chairwo an), o ri , ago Orlando. (Member Tortora was absent.) (Member Dinizio, newly appoint d 1/ ne This Resolution was duly adopted (3-0). Vincent rlando, hairman 1/6Q9/04 Approved for Filing v 11 I ART FORM A R C H I T E C T U R E September 27,2004 Project# 02084 Town of Southold Town Hall 53095 Main Road Southold,NY 11791-0959 Attention: Mr. Damon Rallis Re: Varis Residence— 1040 Homestead Way—Greenport,NY(293 9933) Letter regarding fire separation between Garage and Dwelling. Dear Mr. Rallis: At the request of the Building Inspector on his most recent visit on 9/15/04 to the site we are submitting the following: Based on our professional knowledge,belief,and experience, we believe the fire separation between the Garage and Dwelling to possess a % - hour or better fire separation. Si cerely, Ra and Caliendo,AIA, ASID PROJECTS 02084 SOUTHOLD 9-27-04 159 Broadway(Route 110) Village of Amityville, NY 11701 tel 631.264.8191 fax 631.264.8189 artofform.com ART FORM A R C H I T E C T U R E April 7, 2004 Town of Southold Building Department Town Hall, 53095 Main Street —--- -_ Southold, N.Y. 11971-0959 -, l . I Re: Renovation to The Varis Residence 1040 Homestead Way Greenport, New York f t - -- 1.�.�. Gentlemen, This letter is intended to serve as notice that to the best of our knowledge and professional belief and opinion, the front stoop(concrete)foundation at the captioned project, has been installed substantially in compliance with pertinent sections of the New York State Uniform Building Code. If we may be of further assistance regarding the above, please do not hesitate to contact this office. Ve ruly our , ymond Caliendo, RA A.I.A. woo �. .►off 159 Broadway(Route 110) Village of Amityville, NY 11701 tel 631.264.8191 fax 631.264.8189 artofform.com ARTt-' FORM A R C H I T E C T U R E April 7, 2004 Town of Southold Building Department 82M4 Town Hall, 53095 Main Street - Southold, N.Y. 11971-0959 L—TC1 Re: Renovation to The Varis Residence 1040 Homestead Way Greenport, New York Gentlemen, This letter is intended to serve as notice that to the best of our knowledge and professional belief and opinion, the framing straps, anchors and attachment(nailing) at the captioned project, have been installed substantially in compliance with pertinent sections of the New York State Uniform Building Code. If we may be of further assistance regarding the above, please do not hesitate to contact this office. Very tru Ra and Caliendo, RA A.I.A. tlF. 159 Broadway(Route 110) Village of Amityville, NY 11701 tel 631.264.8191 fax 631.264.8189 artofform.com Afft-' FORM A R C H I T E C T U R E April 7, 2004 G Town of Southold Building Department Town Hall, 53095 Main Street E--- Southold, N.Y. 11971-0959 ---- Re: Renovation to The Varis Residence 1040 Homestead Way Greenport, New York Gentlemen, This letter is intended to serve as notice that to the best of our knowledge and professional belief and opinion, the batt insulation at the captioned project, have been installed substantially in compliance with pertinent sections of the New York State Uniform Building Code. If we may be of further assistance regarding the above, please do not hesitate to contact this office. Veryours, ymond Caliendo, RA A.I.A. 4: 159 Broadway(Route 110) Village of Amityville, NY 11701 tel 631.264.8191 fax 631.264.8189 artofform.com 765-180 ? � BUILDING DEPT. INSPECT N [ ] FOUNDATION IST ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RW MARKS: I Jq DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTI N [ ] FOUNDATION 1ST [ OUGN PLBG. [ 7FRAMMING NDATION 2ND [ ] INSULATION [ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE RKS: L_ ol DATE � a INSPECTO �139� 765.7802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION 0, REMARKS: \ - 3 4z DATE � ` INSPECTOR l/ 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: (2t-__/-ftT IV ct� DATE INSPECTOR September 5,2003 Varis 1040 Homestead Way Greenport,NY 11944 Project#02084 Varis Town of Southold Town Hall 53095 Main Road Southold,NY 11971 Re:Zoning variance for residence located at 1040 Homestead Way—Greenport,NY. Dear Sir or Madam: This letter will indicate our desire to have Art-Of-Form Architects,PC act on our behalf as agent for the filing of a zoning variance application in the above-referenced matter. Sincerely, B Signature — 1 ylev KA Wily-0000 Print Name Documents\Projects\02084 Varis\Ur.Varis to Southold Authorization 9-5-03 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb Data filename:CAEnergy Codes\VARIS.rck TITLE:PROPOSED ADDITION&ALTERATIONS TO: COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:03/18/03 DATE OF PLANS:03/08/03 PROJECT INFORMATION: VARIS RESIDENCE 1040 HOMESTEAD WAY GREENPORT,NEW YORK COMPANY INFORMATION: ART OF FORM ARCHITECTS 631-264-8191 COMPLIANCE:Passes Maximum UA= 173 Your Home UA= 165 4.6%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 1366 38.0 0.0 41 Wall 1: Wood Frame, 16"o.c. 950 15.0 5.0 44 Window 1:Vinyl Frame:Double Pane with Low-E 210 0.300 63 Floor 1:All-Wood Joist/Truss:Over Outside Air 524 30.0 0.0 17 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 co an ith this Cod �pti0 A Builder/Designer v � '4 Date dn/r s �0 0198 Q� ATE OF NE`s J� r. REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release lb DATE: 03/18/03 TITLE:PROPOSED ADDITION&ALTERATIONS TO: Bldg. I Dept. Use I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: [ l I 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity+R-5.0 continuous insulation Comments: I Windows: [ ] I 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I 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: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ J ( 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 I (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). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ J I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I 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. I Service Water Heating: [ ] I 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. [ J I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/offheater 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: ( ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Rater Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) FOUNDATION P All PLUMBING INSULATION PIER N.Y. STATE ENERGy CODE mill OAF ml -_ C ■ TOWN OF SOUTtIOLD BUILDING PERMIT APPLICATION'CHE&LIS' BUILDING DEPARTMENT ._. ; Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD;NY 13971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval- FAX: (631) pprovalFAX:.(631) .765-9502 Survey www. northfork.net/S'outhold/ PERMIT NO. Check - Septic Form _ N.Y.S.D.E.C. Trustees Examined - 2p Contact: - Approved_ 20 Mail to: _.. Disapproved a/c /( Phone: Expiration 20 g FOR BUILDING PERMIT . ' APPLICATIO -- y RAM ? . - -- l. Date 20 INSTRUCTIONS ' - - _ .._... ..._.... sets of plans, accurate do ' lan to be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 a. is a lication MUST be co 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 bclorc issuance ol-BuildingWrmil. 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 fof inspection throughout the work. e. No building--iall be occupied or used ii---whole or inart for any y purpose what so ever until the Building Inspector - issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter,'a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable-Laws, Ordinances or Regulations, for the construction of buildings,-additions, or alterations or for removal or demolition as herein described. The app'li'cant agrees to-eotnply with all applicablc laws, ordinances, building code, ho Ing code, and regulations, and to ad authorized inspectors on premises.and.in building for necessary imit nspections. At (Signature of applicant or name, if a corporation) _L✓� W t u�Z�� �{_ . 1%7o, (— Ma ng address o applicant) State whether appheant is owner, lessee a ent architect engineer, -"- _.. -_... . _. . � � -g,- � g , general contractor, electrician, plumber or.builder TAT Name of owner of premises LEt`iK� �Iis (As on the tax roll or latest deed) O(Niaimn4eand "title ignature of duly authorized officer of corporate officer.) Builders License No. - Plumbers License-No. Electricians License.No.-- Other Trade's License No. 1. Location of land on w ich proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 64-o Block. ©Z Lot Subdivision-.-.- - Filed Map No. Lot " 2. State existing use atoccupanc�rof premises and intended use and occupancy of proposed construction: .-. - a. Existing use and occupancy b. Intended use and occupancy_ 3. Nature of work (check which applicable): New Building Addition ✓ - Alteration ✓ Repair Removal Demolition_ Other Work (Description) 4. Estimated Cost pjyr �� Fee (To be paid on filing this application - __. Number of dwelling units on each floor - 5. • If dwelling,-number of dwelling units � g - - - If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front �07 Rear 6 7 4 ' Depth 3 os Height Number of Stories S Dimensions of same structwe•with alterations or additions: Front 67. 4 Rear, �7 4 De th ��' eight 3Z_' Number of Stories HZ 30 � (D7-�f� De th 8. Dimensions of entire new construction: Front 074 Rear p Height'*' . ' i=2 Number of Stories 7- 9. •-Size of lot: Front 0 _Rear foo Depth ZOO 10. Date of Purchase Name of Former Owner - 11. Zone or use'districtiir which premises are situated -Ao 12. Does proposed construction violate-any zoning law, ordinance or regulation? YES NO _ 13. Will lot be re-graded? YES NO_ZWill excess fill be removed from premises? YES NO ✓ 14. Names of Owner of pr-emises gyp► 1 8 5 Address•" A w 'Phone No 7A—q2,34 3'f Name of Architect LD1- �rt�n h •S Address �� am6p-urtr�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 * I .C. PERMITS MAY BE REQUIRED. IF-YES, SOU=FHOLD TOWN TRUSTEES & D.E _ b. Is this property within 300 feet of a tidal wetland? * YES NO -- * IF YES,,DZ.C, PERMITS MAY BE,REQUIRED. _..........._.. 16. Provide survey, to.scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) . -SS: COUNTY OF_� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the_ � - ....— - -- -- -- -- ------ -- --- --- -- (Contractor, Agent, Corporate officer, etc.) of said owner or ownc=s,•and is duly authorized to perform or have performed the said work and to make and file this application; that,all statemenfs contained in this application are true to the best of his knowledge and belief, and-that the work will be performed in the fiiannet set forth in-the application filed therewith. Sworn to before me thi day o _2003 Not=agner ie re of App is- Notary public,State of New Yak NO.0 WA5068518 _ - Qualined is Suffolk Countl„Ai-. -• •• Commission rspires Nov.4, - r w Y MEs - - N , �oNE' N !1 69 • M6T` �c ` V \ fIr _ ' a f 4 Ivor top. N • 1 ft.. K• F a Y.. _. ol• M �- s° •.0 ' =r }1r. O1 �-1•- y.� ` ♦. m w M �0� 1.6cl vft �.. Cl • + p h O — _ . 0.00M O N/s :=op.o �5' g� 0�� f0 S� Of NEW YQ f� N F 4 8 r Set 0 R --- c� Mq� .4.,.. CERTIFIF'D TO MAP OF i US L!f£ T/TL E 00IIRANOE CO. DESCR18ED PROPWRT Y i NEO W/G ZEN VOS - AT GREENPORT : r CONSTANT/NOS ZERVOS TOWN OF SAIJTHOL v :Fdn k associates SUFFOLK CO. N Y. st main street od. new york 11901= 9 a 8 kyjo9-1717 (212)746---302CAREA 2-D000 p 1 4i 983JobN= 93-267 0.♦59 ACRES uPote�,JUNE 3, I9dJ0.02-21 scale 1~= 3(3 6TO In 1•# SIV .�� BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: -3-/2 /03 APPLICANT:'ru�.r,op-o las DATE SUBMITTED: -1 // /03 SCTM# DISTRICT: 1,000, SECTION:e `�- 'rI'�O , BLOCK: , LOT: -90 SUBDIVISION: �,'- c ADDRESS: iAfo .gw GSteol CITY:�fe2( pqv +- ZONING DISTRICT `tom CONFORMING? k-30 BUILDING PERMITS OPEN/EXPIRED: BP 602 -Z/C/0 Z-�, INFO BP 20-Z/C/0 Z-133 , INFO_I .d Isp BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO PRE CO: Y OR N BP -Z/ C/o Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED Aeo NOTES: ' LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/E REQ. LOT SIZE: ACT. LOT SIZE REQ. LOT COV. o o ACT. LOT COV. REQ. FRONT PROP. FRONT ';/" REQ SIDE ACT. SIDE 100< REQ. REAR PROP. REAR i REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: A'11' s'AM ESTIMATED PROJECT COST: 10 4 CT/ENGINEER: FAST TRACK WATER FRONT? X/o DESCRIPTION: PANEL #: FLOOD ZONE: COMPLIANCE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTHT: YES ort9l BED #): DTE: / / PERMIT #: TOWN SEPTIC RECEIPT: Y ort) NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)• E 3 or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: 1191 SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. SF)- ( >'c� SF)= ( SFX $ ' 3 _$ jd23U +$ /5—c> +$ +$ _$ c6a 2. ( _SF)- ( SF)= SF X $ _$ +$ +$ = $ 3. (. SF)- ASF)= SFX $ _$ +$ +$ = $ FINAL TOTAL: $_ C�)j l NEW YORKNATE CODE COMPLI CE CHECKLIST USE/OCC CY CLASSIFICATION: H HT/FIRE AREA: 0000E OF CONSTRUCTION: GNCRITERIA: EN ERED SCRIPTIV —C Vil L FRAMING DESIGN ELEMENTS: - HEADERS>.e9N WALL STUDS;a N GIRDERS: CEILING JOISTS:-*/N FLOOR JOISTS: P1 ROOF RAFTERS5!V�/N L BER SPECIES AND GRADE�/N SIGN LOAD CALCULATION SHOULD INCLUDE LIVE,DEAD,SNOWIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WIN�pW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS:�T NEGRESS, LI T�N LO HS: Y/N TO FOUNDATION -I�ATL G/CONSTRUE:ON \Lj d OF EGRESS: Y/N , A` PLUMB �hRISERUDIAGRAM�/1� `✓ CATION OF FIRE PROTECTION EQUIPMEN . TRUSS DESIGN: YIN ," CERTIFICATION: Y/ ENERGY CALCS Y�/N TOTAL COMPLIANCE Y N(RETURN TO PAGE ONE) PROFoSEv HOMESTEAD WAY F eIcur CURB cur •"a''"'i.`, EXI5TING LAWN LROPOSED CIRCULARA5FHALTDRIVE (51;ADED)— LINE--) J +�+ j ART Lo- FORM .:.'i.; ;j; ,•/'4,.w\, /'r':,"' o .,RCHITECTUPE 159 Broadway(Route 110) Amityville,NY 11701 µ.n ``3'L",i: ..: :. .'.y. :!•. i .Y44�.L'j.l� .4 M.Y u:J 0 91-2 0 4 818 1 FAX 03128d8188 yf `,b,'i .v4 ,.!��l.f�., �I r'na.: '.:,..vl: .•'i ZF E.melL�tlmin®Brloffarm.cOm EX 1 5 T I N G LAWN <q �a> ;r, %:r;%'v,.: `:'}.... .. rl W .s;i 44;..i.; '! _ ''^''u'::I:a: ,, I ® _"'fi , THESE PLANS ARE AN INSTRUMENT OF SERVICE LINE OF EX16TING I I AND OR THE PROPERTY CANTILEVER OF THE ARCHITECT INFRINGEMENTS WILL 23E3' ENTRY BE PROSECUTED. 1635' ,/ _ 52.4' _ � r / Z PROP. 51DEYARD ,PROPOSED EXTEN9EEYRDOF' �AREA' REMENC-E;_= /(HATOHED9"� / '%'ruARiANCE'REacrfR�Da� ,. EXI571NCs 2 570Rfi' FRAME s � I FAMILY RESIDENCE /i 4 I Iv , � a U 1 1 W b \ A I PROP05ED WOOD DECK � EXISTING WOOD PECK i I I II PROPi JbEp GAZEBO'--- „' PROP. 51DEYARD j 1�i11111 � IJ1� � z w ° U : >':-,� EXI5TING POOL EXISTING POOL .� z 'I 5EMI-INGROUND i' FILTER UNIT ENCLOSED �q(,,�,•. W1 WOOD FENCE W q - m UA 0 •T'�'='Y -A r�^/� @. . �= EXISTING WOOD PECK � ^, '^ u I ® V_J p ° > SITS IN OR M4TION "CS) �I ALL SITE INFORMATION TAKEN FROM SURVEY PREPARED BY : L DONACK ASSOCIATES 313 WE57 MAIN STREET RIVERLIEAD NEW YORK ❑i (031 ) 369- 17 212 ) 146 - 3020tli o_ SURVEY DATED : SEPTEMBER 24, 19,54 of , ° SUFFOLK COUNTY TAX MAP 0 1000 - 040 - 02 - 21 PROPERTY ZONED = RE5IDENCE R-40 (under I acre) LOT SIZE = 100' x 200' = 20,000 sf y�''q,`�.�•i. Rcy, 0 s , MAX. LOT COVEREAGE = 2051 x 20,000 sf = 4,000 sf E X, I r N G L a W N FRONT YARD - 40 feet irn SIDE "fARDS: TOTAL SETBACK REO'D 35' MINIMUM q9 qi2 j 15'-0” MIN, ONE 51DE ° TOTAL SIDE YARD PROVIDED : 32-1' 1 j therefore VARIANCE REQUIRED FOR N BY: 5ITE DETIL FLAN AGGREGATE SIDE YARD PROVIDED p�- /I CHECKED BY: 51TE IIMPROVEMENT5 SCALE i I" = 10' - 0" REAR YARD - 50 feetDATE; j LOT COVERAGE CALCULATIONS: 8/ 26/ OJ ExI5TING DWELLING = 1860 sf PROJECT EXISTING POOL AND DECKS = 2125 sf 02084 (plus) PROPOSED DECK A GAZEBO (area) = 291 sf DRAWING FILE : TOTAL S.F. = 4279 5f 4000 sf permitted DRAWING TITLE: - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 1 0 0 . 0 ' 5RAWINNG #Al p AN LOT COVERAGE PROPOSED 21% MAXIMUM COVERAGE REG)'D. 20% ( Variance Required ) A- 14_ PLUMBER CERTIFICATION 'SHoHd3 ', LHO N01830 ON LEAD CONTENT BEFORE ADDITION & ALTERATIONS T O Hod 7BI9j,, 1 OliJUN 31W1S TIVIOA CERTIFICATE USED IN PANCY ATTER MSN d0 RlI ' -) 3Hi d0 SiWrouinD311 3H1 i3��, °Molls NouOnHisNo0 11Y SOLDER USED IN WATER . o H » 313,dwoo 3B SUPPLY SYSTEM CANNOT isnw Ncl nnh woo TVNIJ 't EXCEED2/10OFf%LEAD. NOU vinSNI '9 ONIBINn Ia T ONIWWHd - Honou -0 9, -'100 038nOd 80i 03HMOH JlAi - NOIIVDNnoA '� oOp I ZON '_ !h� SN01103dSNl ONIMOTM COMPLY WITH CHAPTER'46" . 3Hi Hoa wd r 01 09 W91- tFL�O ppMpGE PREVENTION iV 1N3w1HWd3L7 ONIOlIf1B AiIlON SOUTHOLD TOWN CODHI [rl p AS os�5� 33i ARTCD VARIS RESIDENCE �-btiB6G0 #'d B -r/-7P7•31Y0 aRON 8V O Ad OEIddV CERTIFICATION TI ARCHITCCT�IRE NAILING & CONNECTIONS 159 Broadway (Rddte 110 REQUIRED. AmByAe, NY 11701 - - 631-264-8191 FAX 631-n6 8184 DO NOT PROCED WITHCOMPLY WITH ALL C'_IDES OF FRAMING UNTIE SURVEY 6- ml:, mmmm" erm,m.o= 1040 HOMESTEAD WAY G R E E N P O RT , NEW YORK 11944 NEW YORK STATE & TOWN CODES OF FOUNDATION LOCATION REQUIRED AND CONDITIONS OF HAS BEEN APPROVED. THESE PLANS ARE AN AREA OF WWl L/C J60 6O SOUTHOIRTOWINSTRUMENT OF SERVICE SOUTHOLD TOWN RANNING Wn UNDERWRITERS CERTIFICATE AND OR THEPROPERTv ALI �IM[M REQUIRED OF THE ARCHITECT SOUTHOLDTOWNTRwIcy) INFRINGEMENTS WILL �c N Y.S.OEC BE PROSECUTED. OCCUPANCY OR USE IS UNLAWFUL ALL CONSTRUCTION SHALL WITHOUT CERTIFICATE a ema�'T MEET THE ;ECUIREMENTSOFTHE OF OCCUPANCY tiei. t9a L. `( LADES OF NEW YORK STATE. r1 \B\2 SSt.ary , FJ ' . ' S I••I O M 5 T E A D W A Y PLUMBING - a l; a br r Irl ng Qt,; LIST OF DRAWINGS. ALL PLUMBING WASTE p, I� 1 L 4s �,aOp • 'pt &WATER LINES NEED •t� �' N 69. 02' 10" E. 100.00' TESTING BEFORE COVERING T-1 TITLE SHEET SITE PLAN 200 _._.___._._._. .— _ No To `r. o Sl asp 0 v v Q 18 �V o GN-1 GENERAL NOTE SHEET GN-2 GENERAL NOTE SHEET ILI s s 1 E Y 1 ^ O m ! 1638' I RI O ly ��• AIS A-1 FOUNDATION PLAN & DETAILS i E 52,4' i ` LE A-2 FIRST FLOOR PLAN & DETAILSAOORADDREA OF IT 2nd N Y � 743331 ' ' FLOOR ADDITION I 15.99' � 1635' ' I W � LOCATION MAP A-3 SECOND FLOOR PLAN & ROOF PLAN i -- -- Ju N.T.5. I XIS 'G DECK I Z Z N� - ' vACCARo � I I � l,ILDERSLEEVE F- B U I L D I N G I N F O R M A t 1 O N A-4 BUILDING ELEVATIONS rn ! o w GROUP R OCCUPANCY Z i LEX P OL L J 1— U IT_ SINGLE FAMILY USE A-5 BUILDING ELEVATIONS `----41BO' ----J z Z t TYPE 5 CON5TRUCTION-COMB1.15TILBLE O W IM MEAN ROOF HEIGHT ( MRH ) = 33'-0" MAX. PERMITTED i i in 2T-0" MAX. PROVIDED A-6 BUILDING SECTIONS & DETAILS EXPOSURE CATEGORY "C" AS PER R 3012.1.4 HEIGHT < EXPOSURE,ADJU5TMENT COER;ICIENT FOR EXPOSURE "G" =1.4 AS PER TABLE P '362 '(3) A-7 ENTRY DETAILS & SECTIONS I —" W I I m LIVE.ATTIC,OADW/STORAGE 2@psf mfn _ A-8 STORM PANEL LAYOUTul 04MG W/0 STORAGE I@ psf min L. .............. F ROOMS(other than sleeping) 40 psF min A►-9 STORM PANEL LAYOUT Q S 69' 02' 10" U.J. I0206' SLEEPING ROOMS 30 psF'min DEAD LOA05: Luw ROOFS/CEILINGS 15p5Fmin AI,-10 E. I . F.S. DETAILS 517E PLAN FLOOR ASSEMBLfES 10 psf min x PRESCRIPTIVE DESIGN CRITERIA USED FOR THIS PROJECT AS PER Al-11 E. I .F.S. DETAILS e WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE F TWO FAMILY DWELLINGS - 200I EDITION Al-12 E. I . F.S. DETAILS ALL SITE INFORMATION TAKEN FROM SURVEY PREPARED BY DONAOK A550CIATES 313 WEST MAIN STREET RIVERHEAD NEW YORK CLIMATIC t GEOGRAPHIC DESIGN CRITERIA �' {?J QEAC2 ��G1� Du>� S R�� > ! 631 l 369- 1111 ( 212 ) l46 - 3020 AlpputwT1- IED A SURVEY DATED : SEPTEMBER 24, 1984 8 R' GROUND SNOW LOAD 45 psf �� J. Oy WIND SPEED MPH, 120 mph HURRICANE PRONE REGION 5 II E INFOR MATION cc SEISMIC DESIGN CATEGORY 1 4 2 FAMILY EXEMPT (R30U2) z m SUBJECT,TO DAMAGE FROM: SUFFOLK COUNTY TAX MAP 41006 - 040 - 02 - 21 WEATHERING - SEVERE PROPERTY ZONED = RESIDENCE R-40 (under I acre) `n9 FROST LINE DEPTH."- 3'-0" BELOW GRADE LOT SIZE = 100' x 200' = 20,000 sf TERMITE - MODERATE TO HEAVY MAX.LOT COVEREAGE = 20% x 20,000 sf = 4,000 of N BY: DECAY -, SLIGHT TO MODERATE FRONT YARD - 40 Feet _ c CKED BY, JpL ' WINTER DESIGN TEMPERATURE (SUFE. GTY.) SIDE YARDS: 15 ft:min. one side d 35 Ft total [' WINTER%, E6fGN DRY-BULB TEMP.= 11 REAR YARD - 5@ feet _ p 7 DATE M,iL A,S, BUMMER DESIGN DRY--BULB TEMP. = 83 LOT COVERAGE CALCULATIONS: i;: WIN 16 20I 03/ CSB/ 03 COINCIDENT WET-51.11-15 TEMP.' T4 � � � � - u EXISTING DWELLING = 186@ sfP E : DEGREE DAYS = 5I5(D ' Li r, ' I 02034 EXISTING.POOL AND DECKS = 2128 rm DRAWI c LE ZONE = 118` TOTAL $F. = 3385 5F 4@@@ sf permitted _j ' LIGHT AND VENTILATION HABITABLE ROOMS (R303,1) ' :A IN TITLE: Dl7W SNT LIGHT = 8q OF FLOOR AREA o wlNc VENTILATION = 4q= OF FLOOR AREA' T +fw+ T--* 29399 T� � I GENERAG'NOTES 3. Provide all temporary barricades, railing, lighting, etc. required to protect the workmen. CONCRETE & MASONRY NOTES LIST OF ABBREVIATIONS I. The American Institute of Architects (A.I.A)general conditions For construction (Document Owner's/Client's personnel and all others from Inquiry due to the demolition work. Provide (IF APPLICABLE) - AIA A201), in addition to a written a reementa between Gllent/Owner and Architect,are Free and, safe passage of persons to and From areas and facilities which are to remain. ^J 9 A AIR CONDITIONER DRAWING PREFIX FAR FLOOR AREA RATIO hermade an administrative part of these drawings,as if herein written in Nwatchmen II. Provide at required. I. Should structural drawings be included with this protect,any and all notes included with AL. AIR Fb fIBER STRESS OC,O/C , ON CENTER - 2. All design/drawings are pending approval of all concerned governmental authorities. No 4. The Contractor shall at all times provide protection against weather - rain,wind, storms, frost structural drawings shall supersede this section of notes. Contractor shell notlfy Architect t AND OD OUTSIDE DIAMETER or heat - so as to maintain all work materials, equipment and fixtures tree from damages. should diacr antes between a and all notes and drawings exit. FOOT/FEET work to begin until all required approvals havebeen'abtalned. Architect aaeumasnog ^J g i AT OH OVERHANG responsibility for dela s•In approvals b the above-mentioned authorities. Repair any damage to property of the Owns /Ghent which is to remain in use, or that of any 2. All footings shall rest on solid, undisturbed soli having a minimum bearing capacity of 2 tone FIN FINISH OFN'G OPENING p y pp 9 ADJ. ADJACENT 3. Construction shall comply uilih all federal, state and local codes,ordinances,rules and person, or. persons on or off the site caused by the demolition work without additional per square foot. AB ANGFIOR BOLT F.J. FLOOR JOIST O.S.R. OPEN SPACE RATIO expense to the owner. 3. Construction joints in concrete shall be vertical. Maximum distance between oints shall be FL. OR Fl-R. FLOOR regulations. Contractor to be responsible For arranging all necessary permits and J J AFF ABOVE FIN) ED FLOOR PA FUELIC ASSEMBLY inspections, including Certificate Of Occu a (C.O.), If a licable 40'0 . FLEX FLEXIBLE' P n9 p pp 5. Perform the demolition work in such a mall n as to prevent fires. Remove all accumulated AAA, AMERICAN DISABILITIES ACT d PENNY 4, No chargee onsuhetitutlon to plane and/or specifications shall be allowed without written debris nom tl . Disposal b burningwill not be permitted on site. All debris shall be 4. WVIae slabs are supported on fill, the fill shall be properly compacted In layers. Fp FLOOR DRAIN 1 PERPENDICULAR p p y p y p 5. Install re-moulded expansion joints around ern of slab and at all column locations. ADJUST. . .ADJUSTABLE FA. FACE OF OR FRAME OPENMG approval of the Architect. disposed of In a legal workman-like manner. p J periphery ALUM ALUMINUM PTD PAINTED 5. Prior to the start of conetructlon,Contractor shall Inspect the site and verify all dimensions 6. All salvageable materials and equipment includin Fixtures, furnishings and decor Items shall 6. Install "Dur-D-Wall trues-type masonry nryl walls. I6" oz. vertically and as per F FOOT,FEET PART PART -PARTITION gg g manufactu en's specification, In all mason 'walla. ANDD. ANODIZED FOIMD'. FOUNDATION r andconditionsand shall be liable for the same. be stored and protected from damage until the"Owner/Client determines the course Of action p � A�"p, APPROVED POUND OR NUMBER 6. Contractor shall be responsible for notifying Architect OF any discrepancies between plane, to be taken with same. 1. Use concrete of 3,000 ps.f. ultimate.compressive stress at the and of 28 days curing. Use FF FINISHED FLOOR PC POURED GONTRETE specifications and fleld/site condition. at least 5.1/1 Barks of cement per cubic yard of concrete with not more than b-1/2 gallons APPROX APPROXIMATELY FLOUR FLUORESCENT ART-OF-FORM -FARM 1. Protect and maintain existing utility Innes which are Ili remain In service t such a marrer as g ARCH ARCHITECTURAL PFL POUNDS PER LINEAR FOOT 1. Written dimensions shell have precedence over scaled dimensions and large scaie details to avoid Interruption of these Imes Ca all unlit Imes terminated b the demolition work In of water per sack of cement. Slump shall not exceed 4 Inches: FRAC FIRE PROOF SELF-CLOSING PLAS LAM PLA5 LAM PLASTIC LAMINATE Cap y y 8. Use deformed intermediate rade new billet steel allowable hare,meson ASTM AI5 ASPH. ASPHALT FTG. Fitt Ks FRAMING ARCHITECTS A.LA shall have precedence over smaller scale details/drawlrge. Drawings are not to be scaled. a manner approved by the governmental authorities and utility companies having jurisdiction. g � 9 PL PLATE OR PLUMBING DRAWING PRFIk 8. All construction shall Comply with all Federal, state and local requirements for accessibility (latest)or rail steel meeting ASTM I6 (latest)with allowable working tiress,oF at least 24 kelt 'LE FTG. FOOTING 159 amcawcy (Route 0110) Z P 9 eq 9 8. All existing ductwork electrical equipment, eta (n areas to be demolished shall be protected PLYW'D PLYWOOp Amity4nl„, Nr r noz for the (call challenged or as required b the American National Standards Institute Reinforcing shall be Ree of oil,grease,scale and excessive rust.Detailing, fabrication and AUTO AUTOMATIC FV FIELD VERIFY pMJs y 9 eq y and relocated as required according to field conditlone. PDB. 'POINT OF BEGINNING sat-xsa-star rAx ear-zsa-arae (ANSI)and/or the American Disabilities Act (ADA). erection of d spare shall comply with ACI Codes, Rules and Standards of Good Practice. AWG AMERICAN WIRE GUAGE PREFAB PREFAB PREFABRICATE(D) 9. Provide dusi,tight partitions between areas where demolit(on work Is being performed and � , E-mail: "ammoart"roan ccm Use sizes and spacings a called For the drawings. GA GAGE ntrm„L www artM/o m.com S. " All work performed to company with any applicable energy conservation codes. areas which are finished cl In use. a Use cold drawn welded wire fabric of 10 kel ultimate tensile strength meetin ASTM A82 BD BOARS GG GENERAL CONTRACTOR PAL POUNDS PER SQUARE FOOT M0. Contractor shall be responsible a for ace oats/ brae end id misalignment all work Burin p p yB5 BOTH SIDES GL GLASS P.S.I, POUNDS PER SQUARE INCH THESE PLANS ARE AN P 9 9 "g' protecting 9 10. Leave each area broom clean upon completion of work each day. (latest)and AI85 (latest). W.W. fabric shall be Ree of oil, grease, and excessive rust. construction against damage, breakage, collapse, distortion and mlaaligrment according to g P.T. PRE66URE TREATED INSTRUMENT OF SERVICE applicable codes,standards and good practice. II. Remove all Interior Finishes down to the exposed Framing throughout and prepare the existing Detailing, Fabrication and erection shall comply with the Godes, piles and Standards of Good BEAR BEARING GPM GALLONS PER MINUTE 11. Contractor "It disconnect, cap and re-route any existing water, Sanitary or utility lines in surface For application of new finishes as selected by Architect/Owner/ Practice of American Concrete Institute and Wire Reinforcement Institute , Inc. Use sizes BEL. BELOW GYP BD GYPSUM BOARD P.V.C. POLYVINYL CHLORIDE AND OR THE PROPERTY 12. Patch all existing finishes to remain that are affected b adjacent demolition work Match and spacings called for b the drawings. BG. BELOW GRADE GALV. GALVANIZED RAD RADIUS Ro oP THE ARCHITECT area of new foundation and shall use hand excavation in areas of suspected underground g y Jy g REF REFERENCE, REFER, OR REFRIGERATOR INFRINGEMENTS WILL utilities and services. If any Mins are broken or damaged,the Contractor will repair and Client. s, colors, etc, to the satlafaction of the ArchitecUOwner/Ghent. 10. Support and secure all concrete reinforcement to provide proper placement and to prevent 5LD BOTTOM GPI GRADE/GROUND replace same at his own experts and arrange for proper inspection of his work Client. displacement during concreting. BLDG BUILDING GFI GROUND FAULT INTERPRETER RENF REINFORCE SEE aRosecL TEo. 12. Flash, Caulk and seal all unctions OF new and,exist/ roofs,walls and penetrations, to form 3. P ovtde all neceatar tem orar su orte as ma be re uired rlor to the instailatlon of new BEi BETWEEN RELOC. RELOCATE J p y p y pp y q p H HIGH RESIST. RESISTANT a watertight assembly. All flashingto be 16 ounce copper sheetln and extend at least 8" structural elemente required b the demolition work shown hereon TENANT SAFETY NOTES 6LK BLOCK g yp g y HC HANDICAPPED RET. RETAR7ANi, OR RETAINING m above Intersecting surfaces. 14. The existing eprinka Installation shall be protected from damage during demolition (IF APPLICABLE) BLK'G BLOCKING HDR HEADER REQ'D REQUIRED 13. Match all existing conditions as they relate to flnlahes, lighting, counting, dimensions,heleht, operations. I. Construction work will be confined to the roof and will not create dust, dirt or other such BO BOTTOM OF HDW HARDWARE RM ROM alignment,"etc. Move and re-locate any partitions, wiring,plumbing and ductwork that may 15. Any and all conditions not shown hereon and uncovered In the field shall be brought to the Inconveniences to other apartment units in the building. BM BEAM HGT OR HT HEIGHT RO ROUGH OPENING be concealed In walla or callings being revised, to provide a complete Job in all respects. attention of the Architect Immedlateiy, prior to any action Involving same. 2. Construction operation will not block hallways or means of egress For tenants of the Building. BR BEDROOM HM HOLLOW METAL RIS RISER 14. Provide all blocking and supports as required For framing of new and exleting.arsaa, Install 16. All existing elements to remain shall be protected during demolition. 3. Construction operations will not Involve Interruption of heating, water or electrical services BSMT. BASEMENT HORIZ HORIZONTAL RR ROOF RAFTERS and remove(after completion)all temporary supports,headers and dust screene to 11. Buildings, structures, or other facilities to be demolished should be removed to 3' below to other tenants of the building. BUR � � BUILT UP ROOFING � HOT WATER adequately sustain all loads and protect existing work from damages of any kind, including finished rectae. It la cod practice to remove all lass to windows, doors, s It h s, and 4. Construction work wlil be confined to normal working hours: 1:00 am. to 6:00 pin,Mondays BZA BOARD OF POKING APPEA S dui g g p g g through Fridays, except le al holidays. C.C.A. INDICATING PRESSURE HR HOUR S STRJGTURAL DRAWING PREFIX .fixtures before commencing actual demolition. Wtere cranes are used For demolition, a y g H.P. NIGH POINT 5 SOUTH 15. The entire premises, Inside and out, shall be cleaned of all debris and excess,maleridle,to safer zone should be provided around the demolition area. An use of ex losives In TREATED LUMBER the aaUeraction of the Client/Owner, Including labels and protective Coatin s on all materials. y p y p CEIL CEILING NGR HANGER SAD SADDLE 9 p 9 demolition operations must have the prior approval of appropriate local governmental GER CERAMIC HVAC. HEATING, VENTILATION t SECT SECTION 18. Request for final paymentmoat be accompanied with a waiver of hens, signed by,all tub-contractors Individuals, tralned,and experienced in the use or explosives for this type of work Unusable and materlaI suppliers, in addition to the General Contractor. GLR CLEAR AIR CONDITIONING SERV SERVICE a p floors,slabs or structures that will remain after demolition must be broken up to permit a p p q emergency g g openings g CT CERAMIC TILE NCH/INCHES SHT SHEET O ' h. All hablidble/occu table a aces shall meet all code requirements for emer enc rens, drainage Infiltration. Remaining basement o enin s should be flllled to Facilitate drainage and � CL05, CL CLOSET ID INSIDE DIAMETER 51M SIMILAR o natural light and ventilation. preclude ponding and erosion. SYMBOL LEGEND CCNC CONCRETE NiDINSULATE, INSULATION `SI SOLID CORE 18, All stairs to be provided with handralle'as required per code. All stair components to be per 18. It Is essential to maintain safety and cleanliness during demolition and site work Throughout CONT CONTINUOUS OR CONTINUE INFO INSULAR, INS SOWED SCHEDULE code as required, - demolition and site work,dust control and other measures to minlmllze air and/or noise GOND. CONDITION SL. SKYLIGHT NT. INTERIOR M • 13 The Installation of all materials, products, finishes and/or assemblies stall meet all local code pollution and/or Utter should conform to applicable government standards. Precautions G CHANNEL � � INV. INVERT S.C. SIDE OF o ' requirements For Flame spread ratingst proof OF which shall be Furnished to local Fire Marshall should be taken to prevent concrete or mortar washings, sand, grit, duet or any other foreign SECTION DESIGNATION CB CATCH BASH SP SPRINKLER DRAWING PREFIX as required. materials that would cause clogging from entering sewers or drahn lines. Air pollution and CJ CEILING JOIST SIN SPEC SPECIFICATION 20.All electrical work shall conform to rules and regulation of the National Electric Code and noise levels should not exceed maximum measured and accepted in adjacent neighborhoods SHEET NUMBER ¢ CENTER LINE JAN JANITOR SP SPECIFI State Board OF Fire Underwriters, Final certificate of approval must be presented to and the community. CMU CONCRETE MASONRY'UNIT ST, STREET MARE Owner/Client prior to final payment. IS. Public or private property and roads which are damaged during demolition should be quickly DETAIL NUMBER C.ODI'. CLEAN OUT DECK KATE K <NOCK DOWN ST, STORAGE 21. All exterior glazing,unless otherwise noted, to be high efficiency, low emiseivlty type. restored to a condition at least equal in both service function and life expectancy to the COL COLUMN KIT. 'KITCHEN STp STANDARD,SND 22:' All electrical outlets in,"we t" areas to be ground fault interrupter (GRI.)type. fad(Ity provided, for the protection of life,health,and property must be Fully repaired to VVV� =SHEET NUMBER CONST. CONSTRUCTION K5F KIPS PER SQUARE FOOT STL STEEL 23. All crawls aces to be ventilated per code - access panels,per code, to be provided for KSI KIPS PER SQUARE INCH p p p p p restore operation quickly. Where necessary, unpaved areas should be graded to match CA CRAWL SPACE TEMP TEMERED 24- All bedrooms and corridors to be equipped with minimum or one (1)smoke alarm. existing grades at the construction area boundaries to preclude drainage problems. CSMT. CASEMENT TO TOP OF ELEVATION NUMBER LAV LAVATORY O - eq Temporary seeding,mulching and/or other soli stabilization measures should be used to - CULV. CULVERT TYP TYPICAL t' Z5. The Architect assumes no ruction contract, for any supervision or management unless contraction protect exposed soil areas. Reetoratlon of grass, shrubs,or other plantings and repair of SHEET NUMBER LBS POUNDS or administration of construction conUack,includl bidding procedures,unless mutual/ p p g p g G.W. CASEMENT WINDOW LAM LATINATE TEL TELEPHONE z r9 ng p 9 tree damage should be accomplished In accordance with good horticultural practice. TH THICK agreed to by Lltent/Owna.dnd Architect In writing. DBL DOUBLE LL LIVE LOAD O W 26. The Architect shall not have control over or charge of and shall not be responsible for DEMO. DEMOLITION LP LOW POINT WOOD CONSTRUCTION NOTES TOS THROUGH q V construction medna,methods, techniques,sequences or procedures, o for safety O DOORNIINDOW NUMBER DET DETAIL LT LIGHT 105 TOP OF SLAB z w (IF APPLICABLE) precautions and programs in connection with the work,since these are solely the D.H. ,DOUBLE HUNG T TREAD Ltt Z � " Contractor's nee onelblllt .The: Architect shall not be responsible for the Contractor's' 1. Should structural drawings be Included with this project, an and II notes Included with M MECHANICAL DRAWING PREFIX - w p y pone n9 p J y DIA. DIAMETER OR DIAGONAL UL UNDERWRITTER'5 LABORATORIES J . echedulee or failure to carry out the work in accordance with the Contract Documents. The structural drawings shall supersede this section of notes. Contractor shall notll� Architect 7 DIAMETER MAX MAXIMUM q Q Architect Nwh,rot have control over or charge of acts or omissions of the Contractor, should discrepancies between an and all notes and drawings C&MN LINE MECH MECHANICAL .... 9 y g -U DIM DIMENSION' VENT VENTILATION eubcontraptors,or their agents or Ic ees,or of a other persons performingportions 2. All structural Framing lumber shall have minimum extreme fiber bend) stress (Flo)of 1200 GR D REFERENCE _ MIL. MILLIMETER kp of the work, g y pounds per square Inch (PS.I.). ON D04N MTL METAL vIF VERIFY IN FIELD V 3. All exterior lumber and/or lumber in contact with mason /concrete shall be pressure treated DOB, DEPARTMENT OF BUILDINGS MIN MINIMUM VET VINYL COMPOSITION TILE ' W 21. The Architect shall have authority'to reject work which does not conform to the Contract y p DW3 DRAWING VERT VERTICAL unless otherwise noted. MTD MOUNTED Documents and will have authority to require addntonal,Inspection or testing,of the work OWL DOWEL whenever, In the Arohltect'e reasonable Inion, it is necesaar or advisable for the 4, All wood frame ope shall n f glued as well at railed. M MANUFACTURER W WEST,T WIDE;WIDTH °p y 5. All wood trams openings in floors,roofs, ceilings shall have minimuum double "trimmer and INTERIOR ELEVATION INDICATOR M MASONRY OPENING WT WEIGHT Q v) Implementation of the Intent of the Contract Documents. The Architect's decision on matters framing, g g E ELEGTRIGAL DRAWING FR FIk _ relatin to.asatFieticaffect sha)I be final.' header" frameEA EACH MAT MATERIAL . W/ WITH g b. All wood frame wall openings shall have minimum double stud ostia at each end. MISG MISCELLANEOUS W/0 WITHOUT W LL O 2$::The Arcf/feet and Architect's consultants shall have no responelbllRJ for the discovery, p E EAST N presence,handling,removal or disposal of or exposure of persoms to hazardous materials 1, All hanging wood Joists and at era shall be supported with ecresu l raf steel Joist hangers. ELEC ELECTRIC, ELECTRICAL WD WOOD O In any form at the project site, including but not limited to lead,asbestos, asbestos products, 8. All rafters shall Ix Fastened at bearing plate with screwed-In stets/ rafter tie-down clips. Q REVISION NUMBER ELEV;EL ELEVATION NOM NOMINAL WATER CLOSET polychlorinated biphenyl (PCB), or other toxic substances. 1 All top platen In wood Rame walls shall ha doubled. EMERG. EMERGENCY N.C.N/C NO CHANGE w' WATERPROOF O 0. All assembled wood/steel Flitch beams shall be bolted with minimum 3/4' diameter steel N NORTH WF WIRE FLANGE 29.`The Architect assumes no responsibility For pre-existing violations, code/zoning deficiencies EM.i EMP1Y METAL TUBE ` and/or non-conforming usages, carriage bolts at a maximum of 16" PG. staggered. Bolts shall bre located at both top and EQ EQUAL NIC NOT IN CONTRACT WR WATER RESISTANT, 30, the Architect assumed no responsibility for information in property surveys as provided by bottom of beam at each end. Maintain edge distance clearances as required. EQUIP: EQUIPMENT, NTS NOT TO SCALE WELDED WIRE FABRIC Client/Owner or any other tests, inspections or reports required by the Architect. The II. All roof and wall sheathing shall be exterior grade type and be mlinlmum 1/2" thick Q ROOM NUMBER EST ESTIMATED NO! NUMBER WWM WELDED WIRE MESH 12. Minimum height clearance of 6'8" on all single and two family residiential stairways to be " nspe re maintaine Architect shall entitled to rely upon the accuracy and completeness of said surveys, tests, EXIST . , EXISTING• ZR ZONING RESOLUTION Inspections 1 d. Framing contractor tcoordinate contractor arequired.cor o coorne wsr corrcas equre . - �nepectlons or reports. EXP.or NTS 13, All wood flooring, ceiling and roof systems sparring 10'0" or grerater shall be provided with NYC 31. It shall be the Contractor's responsibility to verify *a dvallabllRy of on-sits temporary power. EXPAN. EXPANSION � cross bridging at mid-span or at no greater than 6'0" Intervals, �' - WALL/PARTITION TYPE EXT EXTERIOR fr said power is unavailable Contractor shall,at his or'her own expense arran9e for temporary l power, Including the,use of generators;rectifiers and all ogler necessary equipment as 14. All balloon frame walls shall be Firestopped as required. required. - ti 31, Ali•earage walls and ceilings adjoining living spaces shall be finished with Fire-rated gypsum STRUCTURAL STEEL NOTES Wall board as required. Doors betweal garages and living spaces shall be fire rated self-closing (IF APPLICABLE)' LEVEL LINE (DATUM) .� � type. I. Should structural drawings be Included with this project, any and altrotes Included with 33. All mechanical rooms/devices adjoining living spaces shall be'shielded Rom living space with structural drawings shall supersede this section of notes. Goniraictor shall notify Architect t- - should discrepancies between any and all notes and drawings exilst. fire-rated gypsum wall boas rd'aa required. boom In said areas where required shall be fire-rated ODD SPOT ELEVATION 2: All structural steel to be A36 steel and shall conform to ASTM,specifications. .y self-cloel r 3. All et.specl steel fabrication and erection, including all correctilone,shall conform to latest " 34. Unless otherwise noted, all walls/callings in wet areas using gypsum wall board are to have. A.ISG.specifications. s water-resistant type gypsum board. 4. ' All symmetrical sections designed For allowable unit stress (Fb)orf 24p00 P.S.1, (Non-compact � APPROVED-TYPE EXIT LIGHT,t SIGN wN er: 91, 1 sections designed for 22000 PAI)l All other section designed For 22,000 P.5.1. DEMOLITION- NOTES S. All field connections shall be a minimum of 3/4" Dia. bolts (A325). Shop corrections to be CHMIKED !IF APPLICABLE) bolted or welded. - _ --- 1�,�,`J PROPERTY/BOIINDARY LINES I. " Demolition work trail be,done In strict conformance with local;state and Federal regul'atibns, 6. All welding shall conform,to A.I.S.C.and AIDS specifications. DATE:' Including all permits and utility cut-ofFe. 1. All wall bearing beams to be provided with standard goverrmnent', anchors and suitable �3� OBI's?J 2. Perform all demolition work Iri'accordance with the regulation of ANSIWA 241-1915, bearing plates. All lintels to have minimum 6" brick bearing. ---= CENTER LINES, COLUMN LINES, LEVEL LINES PMIO-EC o bulldJng construction and danolitionopefations or as required by local municipality. 8. All open web steel Joists and bridging shall conform to the latest AIS.C. and 511. O2O8r} tBREAK LINE OR MATCH LINE N - - - - DRAWING . , XX X FENCE LINA NOTES f oRaW c- z GNI n `, J WaRFIRrlEt+te FOR ROM COVER rs am"L PK~ RR6052 ASPHALT SHINGLES.The Installation of asphalt Shingles shall comply RR6O2.1 Identification.Load baaring dlmadI lumber for Studs,plated and A.All refile are smooth common,boo or deformed shanks except where Otherwise stated. with the provisions of this vection heaers 61 hall be Identified by a grade mark of a lumber grading Nails used for framing and sheathing tomertlow sinall have minimum average bending or ertlon agency that has bean approved an accredltauan yield elrengtha as follows: 80 WI for shark diameter df 0,19Z"!20d,canman melt 1 1/4" x 20 GAUGE GALV. RR3052.1 Sheathing requirements.Asphalt shingles shall be Fastened to InW 9 uJ PP WJ WWI far stork dtamsters lar than 0.142°but not lar er than II IT1",and 100-WI Solidly sieethdd Cocke. body that compiled with DOC PS 20. In law or a grade mark e g STRAP TYPICAL.20" LONG certin,natfon of inspection Issued b aluober radii or inspection For seaNc diameters of 0.142"or leve. RR9052t Slope.Asphalt Ini 12 wits shall only be used on roof elopes ofy grading "sp - two units vatical m 12 wits horizontal In 12 Cr greater. agency and join the rmberemerte of this vection ehall be accepted. b.Staples are I6 gouge wire and have a minimum '146" on diameter crown width ( 4 )ed N ILS For too;slopes Ran two unite verticalIn Q unite horizontal RRb02J.1 End Jointed lumber. Approved end-Jointed lumber Identified by P 9 u9 - (2:12) to how Bite vertical In 12 unite Fnrizontel (4:121 a grade mark conforming to RR602.1 may be used Interchangeably e.Nails Shall bee aced at not more then b Index on canto at all a td where EACH END W� with Soild-saw members of the same species and grade P Wfior double undalaymat application is required in accordance RR6022 Grade.Studs shall be minimum No.3,standard or stud grade lumber. spare are 48 Inches or greater. with RRWS2.1. EXCEPTION: Bearingetude note oil Floors and non-bearing etude - F"523 Undalayment.Unless otherwise noted,required Undalayment may be utilitgrade IumbE�provided the etude are spacedd.Four fool by eight foot of four Foot by nine tool parole shall be spelled vertically. - 12 - shall conform with ASTM D 226,Type 1,or ASTM D 4869,Type 1. In accordance with Table 6023(5). e. acro or fasteners not Included In this table shall be based on Table RR6023(U. VARIES �.L - self adhering,polymer modified bitumen e1wet aim" comply with RR6023 DIMI and conetructlon Exterior walls of wood frame construction spacing - ROOF RAFTER6 (SEE PLAN) - ASTM D 1910. sea11 be designed and constructed in accordance with the provisions 1/1" EXTERIOR GRADE PLYWOOD SHEATHINGART-OF-FORM RR9052.4.Asphalt Shingles shall have salt-seal stripe or be Interlocking, of this chapter and Figure RR60230U and Figura RR603(2)or In f.Far regions havattinngg basic wind speed of Ito much structural greater,8d deformed o Fr Beall and comply with ASTM D 225 or D 3462. accordance with AF 1 PA's NDS. be used for 48 inch plywood end ablewooadd wild, parol roof height is m e thanming O FELT - RR90525.Fasteners.Fasteners For asphalt shingles &hall be galvanized, RR6023.1 Stud spacing. In bearing Belle, studs that are not more than within minimum 48 Inch distance From gable end wake, If mean roof height IC more than ASPHALT SHINGLES (A.S SELECTED 07 OWNER) steel,stainless steel, 8luninum or capper roofing malls,minimum 10 feet In length Shall be spaced not more than Is apeclfled 25 feet,up to 35 reet.maximun. ARCHITECTS. 1 LA j/� 12 gage a4 OJ05 Inds(2b1 arm)It shark with a minimum 3/8"(95mm) In Table RR6023(5). In bearing walls,etude that are more team iso Bruodway (gout1 t tw) 10 rest In height shall be aced not more than rifled g.Far raglans having basic wind speed of 100 mph or Ives,Falls for attaching wood 13191 le, NY t Fox diameter head,ASTM F 1661,of a length to penetrate through 9 P Pe structural panel roof sheathing to gable wall framing Shell be Spaced 6 Inches on center. CEILING JOISTS(SEE PLANT - s]t-zsa-stet FAX 8]t-26/-Bt B9 the roofing materials and d minimum of 3/4" (9.Imm) Into the roof In Table RRb023.1 When basic wend speed le realer team B0 m relle for attaching mel roof sheathing BAIT INSULATION (SEE FLAW Sheathing.Where the roof sheathing Is Nese than 3/4" (19am) P g �' g Em a na't.'wwwm�rseoHorm.com thiclrr the Fasteners she 11 penetrate through the sheathing. di tance From r supports small a d spaced 6 Inches an cents for a minters 48 Inch distance from ridge.,eaves and gable and walls:and 4 Incas on calla to gable Fasteners shell comply with ASTM F 1661. and wall Framing / THESE Pews ARE AN IRRw52b Attachment, Asphalt shingles ahall have a minimum number of / t✓ �; ' INSTRUMENT OF,SERVICE fasteners required by the manufacturer.For normal applications, K= sheathing shall conform to ASTM C 1S and Shall be Installed In accordance ' ANO OR THE PROPERTY asphalt shingles shall be Secured to the roof with not lase than with GA 253.Fiberboard a athing s al! conform to ASTM C 208. --- 2h------------ four Fasteners par strip shingle or two fasteners per Individual 2001 EDITION / _ OF THE ARCHITECT ehingl¢Osiers roof elope exceeds 20 unite vertical In 12 unite WFCM- WOOD FRAME CONSTRUCTION MANUAL FOR 1 / 2 FAMILY DWELLINGS BY I spacing of fasteners on floor sheathing panel edges applies to panel edges supported - \\ ��� INFRINGEMENTS wit horizontalwe roo slope xceeds of fastening are required. � AMERICAN FOREST 1 PAPER ASSOCIATION. by framing mambas and at all floor perimeters only. of of Fastanea an root FASCIA F_XCEPfe2 02),sp strip shingles shall have i minimum of it Fasteners sfmathirg penal edges etppated by Rasing membaa end at all roof plane perimeters. \\ / ; BE PR09ECUTECa. PRESCWF?IvE DESIGN BI ng or roof or Floor seaething panel edges per lcular to the framing members 3" CONTINUOUS SOFFIT VENT per shingle where the roof Is In one of the following \ \ rata oriea. call not be rll be supported ported b Intersection me e s Or scud roof Ianea.Floor and roof 51MP60N STRONG-TIE H2 \ 1 9 ROOF SNOW LOAD (MOLE 316 B 1 326 F) �j \ I I.The basic BIM speed per Figure RR30I2(4)1d 110 mph GRD.SNOW LOAD 45 P6F perimeter shall be supported by Framing members or solid isle ng. - s t � or greater and the save Is 20 feet or higher above grade. LIVE LOAD 20 P5F Ib"oc (EACH SIDE) \1 - 2.fie basic wind speed per Figure RR3012(4)le 120 mph Or ec zonae er FigureRR3012(4). DEAD GUSTTWINND5PEED 0 LOAD 10 MPH EXP C CATHEDRAL CEILING NOTE: t " greater. P . REO'D SPAN 14 FT --0lOW6 PRO-6GTKN PA6TBUIG SGEDILE FOR UIOOD - ---C----- PANEL!!a,b,a) \ ✓' - X52 uhrdwazontal application. a )or roorslopes fow unite From two wits vertical in _____________________________________________________________________________ t\ v 3.SF, P in I2 unit TABLE 160314 / THPolST FACTOR IID h mizontal ( 33% elope ),undalaymant small be two layers applied In the \ following maser.Apply a 19 Inch strip of underlayment Felt perellel with WIND FACTOR .96 (442) and Starting at the eaves, fastened sufficiently to hold In place Starting SLOPED ROOF ADJ. 1.00 at the Save,apply 36 Inch wide leets of udalaymat,overlapping LIVE LOAD SPAN- HEM FIR R - 2"x 10" a 16"oc FASTENER SPACING(IrcFes) { ° suo wi, Far ro r sl sheers 19 Four wit end Fastened wits sufficiently to told% place. SNODLOAD IW LOAD SPAN- HEM F R 55 2(u�FIR 551 a Ib"oc paw than n o2 ft. I Pass to enel 4 argI span 6 Farelab l span HURRICANE CLAPS s "oc SIDES For roof elopes of four unite and Fat in Umti iently to ( d In elope ) n HS or greater,cede leyment shall be one layer applied In the following mase. e9 P P P PPROVIDE ROOF RAFTERS USE. 2"x 10 RR or uel to sen lees then ase than err leve then or the ea ear shall a appred shingle d Gush,parallel to ell Starting From e9 P '9- ' the cave ell lapped 2 Indve, fastened sufficiently to told In place. RIDGE BEAM: 13/4" x 11 1/8" MICRO-LAM FASTENER TYPE 2 teat or equal to equal to 6 Feet egml to a feet � End laps shall be offset by 6 feet. - / In RR9052.1.1 Ica Protection. In areae where the average daily temperature CE!L!Pr haat'!!!'✓^- WNHABITABLE ATTIC W/LIMITED STORAGE LL.. 20 FSF ------------------------- VINYL SIDING (A5 SELECTED BY OLIN 4 fes In January le 25' F or lees Or when Table RR3012(U criteria so USE.. 2"x B" a Ib"oc - HEM FIR-2 - 3/8" 5HELTER WRAP E.FD5 BOARD designated,an Ice barrier that consists or a least two layers of Z-IR els uuwd screws I6 16 12 9 TYVEK BUILDING WRAP wdeIrlayoent asserted together or or a self adhering polymer modified ROOF 4 CEILNOs SHEATHING (TABLE A 312A) 1/2" EXTERIOR GRADE PLYWOOD SHEATHING I I bitumen ahast,shall be used In lieu of normal uderlayment and acted GROUND SNOW LOAD 45 PSF 2"x 4" STUDS I6"oc / I I ri w Rom the eaves edge to a point at least 24 Inches Inelds the exterior LIVE LOAD 20 F"SF 2-I12 08 wood screws IS 16 16 12 3 1/2" BATT INSULATION R • 15.0 'wall line of the building. s DEAD LOAD 10 P5F I/2" GYSUM BOARD FR9052.12 iJndalaynent and high wind.Undalayment applied in areas 3 SEC.GIU57 WINDSPEED 120 MPH ---------------------_----------------__________-________________. ---- subject __-sub ect to high winds ah greater than 110 mph per Figure RR3012(4)M6 RAFTER SPACIG • Ib"oc SIMPSON STRONG-TINE FTA / shall be applied with corroson-reelelant faetenae In accordance with SHEATHING TYPE (WP) a 16"oc (EACH ',SIDE) I I % manufacturers Installation instructions.Fasteners are to be applied alon n. This table b f height on a maximum wind speed (3 eecard wind gust )of 130 mph I I / Pp 9 TABULATED MIN. PANEL THICKNESS and mean roof hal ht of 33 Taut or leve. I I the overlap not Farther open than 36 Ind'ea an tante. A 312A 3/8" MIN -In" PROVIDED g I I i b.Faetenae Gall be Installed at opposing Side OF the wood structural panel. CGRECTIONS ROOF ASSEMBLY TO WALL ASSEMBLY (TABLE A 3.4 A) c.Where scrs are attached to meeonry of masonry/el-cc-,they shell be attached utilizing vlbratlon- reeldterW anchors having a minimum withdrawal 2- 2"x 4" TOP PLATE __------_--__` 3 SEC,GUST WINDSPEED 120 MPH r RAFTER/ CLG J015T SPACING- Ib"oc capacity of 4W pounds I \ WALL HEIGHT 8' - REWIRED No.OF 80 COMMON NAILS IN / EACH RAFTER/CEILING JOIST TO TOP PLATE CONNECTORS = 4 NAILS MIN r - UPLIFT CONNECTIONS (TABLE A-3.4 5)(ROOF TO WALL,WALL TO WAILL i I I 0 W 3 5EC.GUST WINDSPEED 120 MPH I I U Z FRAMING SPACING I6" oa Z ROOF SPAN 28' z BLDG.LENGTH 33' W lQEO'D NO.OF 8D COhTTION NAILS IN EACH END OF 1 1/4" x 20 GAUGE STRAP = 6 NAILS MIN. 3/4" SUB FLOOR GLUED AND NAILED FLOOR J015TS (SEE PLAN) I- RAKE OVERHANG COMdECTIONB TABLE ASA C BATT INSULATION (SEE PLAN) 3 SEC GUST WINDSPEED 120 MPH EXP. "C" - v'^) outLOOKER SPACING r I6"oc SIMPSON STRONG-11E HD1A I I I W TABULATED UPLIFT LOAD ON WTLOOKER= 689 LBS. - ZONE 2 MULTIPLIER= b (2)5/8" DIA THRIU-BOLTS � 5 TABULATED LOAD x MULT. = &Be x (b5) • 441.9 L1B6 a 48"oc(EACH SIDE) (5EE WALL SECT) m I _ 2"x 4" SILL I _________ (/ ,G ) ' TOP 1 BOTTOM PLATE j0 STUD LATERAL CONNECTIONS FOR WIND LOAD (TABLE A 35A) I ," / O �, STUD SPACING 6"oc 2"z b" P.T.BILL I I WALL HEIGHT 9' NAIL SPACING 8D CATION NAILS ANCHOR BOLTS 5/8" DIA • 48" oc MAX +J TABULATED NUMBER OF ibd COMMON NAILS _ SILL SEALER PER STUD TO PLATE CONNECTION- 2 NAILS MIN LOCATION EDGES � FIELD TERMITE SHIELD / 4' PERIMETER 6 6 - EDGE ZONE m i 111� iv SHEATH dor TABLE A3JO 3 I II m t I / ROOF INT. ZONE . 6 12 GRADE z I 1 1 .� 3 SEC.GUST WIND5PEED- 120 MPH GABLE END- I° RAFTER SPACING- Ib"oc WALL RAKE 6 b - SHEATHING- WOOD STRUCTURE FNL: WSP WITH LOOK- -TE- ' RIDGE STRAPS TABLE A36 A OUT BLK 3 SEC GUST WIND SPEED - 120 MPH I I 8" POURED CONCRETE _ ROOF PITCH 842 FOUNDATION WALL 12" EXPANSION JOINT ROOF SPAN 28' TABULATED NUMBER OF 8D COMMON NAILS IN EA.END OF 1/ 1/4" x 210 GAUGE 5TRAP= 4 NAILS MIN Nell INV'SCHEDULE Ib P."x 8" DPORED CONCRETE FO(OTINUG .I t CEILING JOIST TO PARALLEL RAFTER / CLG. JOIST LAP CONNECTION GROUND SNOW LOAD- 45 P6F h t a ROOF SPAN- 28' �,J'� r 4u' RAFTER SLOPE- 8/12 w RAFTER SPACING- I6" _ REWIRED NO.OF 16D COMMON NAILS" 9 MBAR(I/2"' DIA) - REWIRED PER HEEL/JOINT SPLICE- 9 I. ASPHALT STRIP SHINGLES SHALL HAVE A CLINCHED NAILS ADJUSTMENT= IP MINIMUM OF SIX FASTENERS PER SHINGLE DUE TO ,- - 4" CONCRETE SLAB ON UNDISTURBED BASE CLG.HGTY ROOF RIDGE NGT. ADJUSTMENT- IID 110 MPH 3 SECOND GUST WINDSPEED. r`„r o REQUIRED NO.OF 16D COMMON NAILS • 9 MIN. T p �^ A 1I 1 ,t I L� /�T 1.� N 2. ASPHALT SHINGLES SHALL PAVE A SELF - 6EAL STRIPS OR TYPICAL ICAL WALL S�C I IQIY wN BY: YL c, WALL FRAMBE INTERLOCKING ,AND COMPLY WITH A67M D 225 OR - 3/4"• I'- 0" CHECKED Y: WOOD STUDS(TABLE A 320 A) D 3462 . e _ 3 SEC GUST WINOSPEED 120 MPH - - M,A,5. - _ WALL WIT Is DATE: SHEATHING TYPE W5P 3. FASTENERS FOR ASPHALT SHINGLES SHALL MINUM - �+ STUDS 51JF'PORTING ROOF,CEILING,ATTIC FLOOR GALVANIZED STEEL„STAINLESS STEEL,12G ALU045 OR 3� Pj� OBJ ` v WOODS- 2"x 4" HEM FIR 12 STUD GRADE s I6"oc COPPER ROOFING NAILS MINIMIAI 12 GAGE 0105 INGI-�5 l 2bl MR7 ) m TOP PLATES(TABLE 321)(END WALL DBL.TOP PLATE) SHANK WITH A MINIMUM 3/8 INCH ( 11" )DIA-HEAD P ECT ,oA5TM F 1661 , OF, A LENGTH TO PENETRATE THROUGH THE ROOFING - 02084 a BLDG.DIMEN6IGN 28' MATERIAL ANDA MINIMUN OF 3/4 INCHES ( 1M,)THICK, - - _ TABULATED MIN. SPLICE LENGTH S. ORAWI FILE9.1 M WALL WIT.ADJ, IID THEW FASTENERS SHALL PENETRATE THROH.THE bHEA1HING. DRAWING TL o ADJUSTED MIN SPLICE LENGTH 9' FASTENERS 5HALL COMPLY WITH A6TM,F !661. - N011@5 UKAWINU N 4 N i I I _ EXISTING FLOOR CONSTRICTION TO REM IN zz I I I 1 EXPAND i!--EXISTG LOW DECK g -T--T- I EXIST ( 3 )2"'x 10"- 11 J• B.U. GIRDER I ART' FORM 'i - - ARCHITECTURE PROVIDE ( 1 13/8" x 9" STEEL PLATES , ONE ON EACH SIDE OF EXISTING B11. 159 Brocdw-y (Route 11 O) i' EXISTG.3.1/1" STEEL COL'S GIRDER THROUGH BOLT Wit 1/1" CARRAIGE + Amity.•Ille, NY 11701 (--�-i J _ ----I--I BOLTS Y I6" OC STAGGERRED. 631-284-8191 FAX 831-284-81139 E-mole odml"OortoHorm.com EXISTG WINDOW i l l 1 C I t`' EXISTG.3-V, STEEL COL'S cC�+y+ ra-------------�`------------- '- I- '- -------------------------- TO REMAIN------ 1 1 1 ELEV.Y . JGIi PION -----------------i-T- - -I �--- ' � THESE PLANS ARE AN 1 ---- �• IN6TRUMENT OF SERVICE • _ _ _ _ _ _ ________________________________________________________________ - r___�-_---_--- - T ---- AND OR THE PROPERTY _ NOTE a j ; _ OF E TPHFEROASRCEHGIUreI c_IST EXISTING LS INFRINGEMENT6 WILL AND FOOTIN3TO REMAIN L ___ ___________________________________________ DETAIL EXISTING 5.U. GIRDER EXISTG STAIR SCALE ' 1,_mI ------------- ----_______________________________________ O I I rl I I 3lc 0 !A I I N N I I q_ EXIST'CT BASEMENT xd ° li PROVIDE SOLID 6" X 4"ry PROVIDE NEW 315" STEEL COL. • �� a N. XISTI POST UP TO BU.GIRDER ON NEW Y6"X2'6"X12" DEEP UNEXCAVATED AREA 2, 2„ ABOVE. REIN. P. Co Nc frG '47 47 N ,roo(iNGs P16HEalN TO REPLACE EXISTG ZIP REPLACE EXISTG ZIP vt�\\ COLUMN ON 2'x 2'x -J li POURED rxaIOLRHICAu A-1COLUMN W/NEW 31/2" % LUMNS W/NEW 3 Idy N 1 w TYPICAL FOR EACH. STEEL COLUMN STEEL COLUMN PIER G o CONCRETE TFOOIING NOTE : j -Y - EF%MIDE(3/-23/8'�TM� E�Pf�ATE IN H BIDE6 . ;$- —_ L _�. �� _ �____.li_— XISTMG 6312"z 10 1____—_____ �, i o IT SHALL BE THE RESPONSIBILITY OF THE I NEW 31/2" STEEL � DETAIL -- e UP,"A[ ral CONTRACTOR TO EXCAVATE PORTIONS Of 58 I ABOVE i U A COLUMN ON PLONC PIE THE EXISTING FOUNDATION WALL AND FOOTING 1 ALIGN W/COL (ABOVE) IAS ALIGN uIALLS Xf IST,fs _ �• `I "` AS INDICATED ON THESE DRAWINGS TO a CRAWL SPACE EXPOSE THE EXISTING FTG DEPTH. 1 T'_Ip" T'-10" 3'-1" 4'-4" LIFE OF i I I _ CONTRACTOR TO EXCAVATE AREA AT -- -J I EA5T'G EXIST'G EXISTG EX15T'G Q' T'�� EXISTING GARAGE FOUNDATION TO I I `vl ' ~ �clST'G W.H. .n Q s ecn.r' M PROVIDE AC-CE55 DOOR S O DETERMINE DEPTH OF EXISTING FOOTINGS )'7'-P D r rI I 1 i TO CRAWL SPACE J 1 FOUNDATION WALL, PRIOR TO ANY WOW 1 i i �1 �I �cei. 3� ILL IN THIS AREA,THE CONTRACTOR SHALL NOTIFY 1 t __ O e _ L L J rv • 1 THE ARCHITECT IMMEDIATELY OF FINDINGS. i -___ _pdsr'O BDILER m LL . ' 1 NOTE: 1 w a I I i EXISTING FOINDATION WALLS i O AND FOOTINGS TO REMAIN EXISTG � EC ANL. JIL_______________________ DOWEL AND EPDXY 05 REIN.RODS Z Z __— __— - 12" OL. 1 24" INTO EXISTING FDN WALL 1 FTG. _ _________________________________, I i I USE "FOS - ROC " LOCKBET CEMENT CARTRIDGES 1 I1 ' W .2•. lK. Ly_____ _____ ____________________-_________-________-------------- ----------------------------------------- ---- __J LIA r r---------- g 1 PROV.NEW 24" x 24" POURED m :• ; UNEXCAVATED FIER ON 36" x 361' x 18" DP - POIP�ED CONCRETE FOOTING _u I q�' li T�-4�� 11 (��. I � FOR 4" POURED CONCRETE SLAB uj �_ BAFTG.TO BE MM.36" BELOW GRADE. Q I U PROVIDE CLEAN FILL ,COMPACTED w r-' IN LIFTS NOT TO EXCEED 6" ) V) w jL I r. I 1 1 1 ^ 43 1 NEW g" THICK POURED CONCRETE FOUNDATION WALLS Q �/ ------- ---__ � ON I'-4" x 8" DEEP ,CONTINUOSLY POURED CONCRETE , LL --- FOOTNG. n a Ill_3" g" g,-g" Re A—� •1, w FOUNDATION PLAN 1/4 I'— O" D IR N J,19L,_ v. - - - GATE: ._. 121251:02 " ROJECT : —� - • " 020821 •L - DRAWING FIC _ m - 19LAN DRAWING �•� A- 1 O r N ' q WINDOW SCHEDULE 1 l WHXW momy R%W oMMOF CLEAR mpum CI3, 2 2'-0' 5/8" x 3'-0 lit" 43 18 5116' 311/161, 3.1 SEE REAR DECKI4 GAZEBO PLM( \�.-/ - Gx1W5 6 V-0 1/2" x 5'-0 3/8" 121 30 1/8' 55" 115 STRAIGHT ARM HARDWARE E FOR PROPOSED IWOW IN THIS AREA. CR4 SFL/SFR I EA 1'-5 I/V x 4'-0 1/2" 31 E .. AFGW206 3 4'-9" x 13 1116" 28 .CRI3 2 I'-5 1/1" x V-0 1/2" 2.1 15/161, 311/161, Ib BE 6045 1 b'-0 1/20 x 1-4 13116" 3586 PROVIDE HANDRAILS 4 BALLU5TER5 CRI5 2 I'-5 111" x 5'-0 3/8" 48 15111 55" 28 E AS REQUIRED BY CODE . , � P6030 1 V-0 1/2" x V-0 3/8" 14.6 N AFR%Wb 3 5'-II 3/4" x I'-4" 4.4 E . • SeeHI SDE 11 For Deck modVlcatlono 1-6050 1 5'-0 318" x V-0 318" 251 f, T� f�� BE 5845 5'-9" x 1-3 1/16" 3339 N r V 43'-Y' RUG8068L 1 8'-0" xb'-8" 343 401/8'153/8" 21.0 BOLT w/LOCKING DEVICE ARCHITECTURE OVL 2030 1 2'-01/1" x V-01R" 2.44 FIXED •GABLE - - 159 Broadway (Route 110) AmltyYille, NY 11701 n = INDICATES EMERGENCY ESCAPE 1 RESCUE OPENING 118 PER R3i0.l.l 631-261-x191 FAX 631-264-.8189 E-mall: aaMln6urtofform coni COORDINATE STEPS .. WITH GRADE NOTE THESE PLANS ARE AN _ CONTRACTOR SHALL FIELD VERIFY SIZE OF INSTRUMENT OF SERVICE EXISTING WINDOWS AND PROVIDE PRDPER AND OR THE PROPERTY PLYWOOD�--------------- - --- - - ATT TCLTWO4MENTODE DETAIL ON SHEET AS A-B.�E OF TIHIE ARCHITECT ______ _ _ URDAN I TE STEPS T nX4' POST _-_-- WITH E , INFRINGEMEINTS WILT. _--TYPICAL FOR ALL D� ' . EX16T'G WINDOW ' FUG 8068 L 2 ee PFxosEcureo. 7�'f'rx I �'BET2R HEADER' m _ z o EXIS 1 CJB I I o i EO REMAINLOU, i0 EX.WREMAIN EX WINDOW( 'l lc,, . - I u TO REMAIN �% EXIST.3/4 HR FIRE I -- --- --- In O 1"% IOU 2N 1_0,1� c_ - 43'-1,. RR; 1� 6 oc RR I( 'Ocl u J . W-4„ 10�_lmii i4'-0., NOTEI x — CONTRACTOR SHALL FIELD VERIFY SIZE OF EXISTING WINDOWS AND PROVIDE PROPER I u POST UP i0 RIDGE - PLYWOOD STORM PANELS AS REO'D.USEE s 1"x 10" RIDG FROM HDR ATfATCHMENT DETAIL ON SHEET A-9. io O j f�{� FORM/I LE U770AFI � 006 RWT5 - - - —�R AWL CLOSETS P.) - - - ❑Z) 15 W9 - - - - - - - - - - - - - _ M ��� m �1'-x10° RIDGE X nI \�� �l,�l ',IVI r x o w ARCHITECTURE W/ I PL .. , . _, .,� ... - -, eN10WG• n ,. . - r _ - m 2'x 10" N 'i 1596 Broadway (Route 110) 1- I 1O" HDR / I 1- 1"x HDR k ® 1 i� ` _ - �� / \ , � kyville, NY 11701 YWIOOD ' ' w/ 1/1' P WOOD EX BTG 631-264-8191 FAX 631-264-8189 XW 15 1„x IF' 1„x\10 , —� I 9” I 11 �, �„ I -6 —.1' RR 16"oc .24 :1 1'x10211 I Wl, / 1E IS F I6 oc B-mau: oammiarroHorm.con, 10° / I \�I I I r'%a 1 N < = u 06 -------- 6 - -------------- -------------- 1RRI ib"07/ I 1"%O" I RR ,SOREM®N_ — - - - _ — C L_ _ __�BT'G ___________J THEEINSTRPLAUNS ARE AN ' 5— EX.WINDOII WI6 �XNST11YaWINBOW3 19 - - - - - A_ RICKET AT CHIMNEY /J z %R. _B 1 x� OF E A ENT OF SERVICE III RR I6"OL. I _ ,, CATW PROPERTY / ' XI ING HEADE (2)2'x10•HDR W�I2 PLYM. I RCHITECT ll I&P,oc<(/ p rA \\ \, 4nX4n PD"JT UP I INFRINGEMENTS WILT, N v I EF, DIRECT T IUL4r=J� ROOF PLAN EXTERIOR c 1"x ' 1"x10" ^ I BE PRosECUTEIo. I X`i5�`Cs RR o 'OL. I RR • 6„� a CATH.CEILING '1 CATH.CEILING r h/ BEDROOM I 206a PATH I BEDROOM I ti 1 ', I Y0 / I I \ 10 i -- JI EXISEG MASTER BEDROOM ° - ® / ALCOA 12117GF VENT ' V c 106 \�{ 101 INSTALL A5I'FN v ®eon' Pod UP 1 � I \ �snEu I + 3' ° 1 I ” \� L FLED. � ryYVJIAFAL IUkF:S WCL.'S O\ � TO/RIDGE I. y 1" x I0' RiDG CONY ,• `• REA� ° ROOF ON ROOF"� - .. �� POSTToGIRDER E AD 9 R21 1016 O,C \ m R12 WI•� p ROCfi '#IINGLL "I'"v - 4 x1 \ _ _ XX _ 1 m IA 5TL. m _ 5 PUL PING r EweTN; o \ 36" MIN RAILING I 1 / 1 \ reLT `1YWOOV elvx POST UP \ — — - V '+1FAMINa TO RIDGE 1' 10 RI - - Tom _ _ \ - . Iw' II 1 IIS'• E 11'-4" � L9 r a RI /// OPENTOLBELOW DIT \ \ 1 Q OF 'eROaF TO RIDGE i UP �KroGE rjFAM 210�EVEt ret' m 0 NEI ING 1068 \ w CATH.CEILING m/ AV JI a q�yd /IV va" k2oGae on: 2 L ,• NI \ . . -' ui \ x � �eDO xiO"x / - 1xIO� O GN-VF51T' r17P) WIUI r_____'----------- FUR. ____ I__ __ BEDROOM = I 3 .9 4 NEU ftH1 1a O (4) 8d COMMON NAI 5 IN TALI-I IST UE \ 4 • „ END C>r 511 N' _ Rv R f I6 O,C, Qt RR a I6 O.C^ w I- 11x a" uG EXIST'G BRAOMI I Ex we 1,,x�" 1„xI®° / " I 1 [O� ue �Ex1N MI6"OL. / ffi R . .___ L_ -I- j TYPICAL FOR F T WALLU /Q'~ REMOVE mI VE w ----- --_ O V REMp _ - - - - - - L - - - - I ' EXE 16T'Cs � - l\ ' (3)1'X8" (TVP EA SIDE) 5 6,X6"X4n", I / , YI —� -1 ` � uv SF\eivee = ' 1 1 ' RR a 16'0.0. RR 16"Ob, f"' oS 9 1"x11" HDR L2" PLY \ 0 1N3/4" x III/4” mI ri . 2) /4'x 14" ML O /+ _ WI3 -y _ 6 0 W1 LR I6 ti Z "X4” POST UP w O = 6R, y F'.00f' �111NGLF5 1 Z) N5 - - - - - - y. - - - - - - - - - - - - r112"x10'HI2R uY 12 PLY110 (2)Y%I0"HDR W/i(t PLTLLO. . - - -41- --LR.; - - - 9E 4E75- - CR4- - I IX LL , 1 1 AFF 006 T9 6"X6„X4(1” CR U P 6 30 �\ LR 13 (WZZ�E 5 5 -- h n I LLT - - / U� �S P N - - - - �- - EXISTING WINDOW 70 REMAIN - - v�cnx rLvwoov I ra. - m Q WTI E m N � '^ Q' EXISTING WINDOW?O REMAIN I _ � � Q AFCW106 AF=O6 L WINDOW Cmta o WII) WI2) Minr �. door I I'm CI'IMPr r, TO V(16m Uj rm-col Nr RISER DIAGRAM SEER d FNr. 47-10" 5" MIN, �' MIN. � V) VAArY W -LA411NG _ F— SECOND FLOOR PLAN 4i1= 011U VN—LFY FLA5HING Q PF XA F N.,,S. C O O L E G E N D SCRIBE 6 WALL l TYPICAL ) - FIXED WOOD SHELF WOOD BLOCKING 3 SIDES I" All' S1'ALF n- - DI� DOOR MARK c P•6„ SCRIBE e WALL l TYPICAL ) 1 I IR" DIA. POLE SECURED '° N_uMINUM - WI WINDOW MARK ---_ --_- W / FLANGES BOTH SIDES. - -- _ r �., I/4 x 20 GAUGE GN_V .T 10E51111 _ '5¶'`.AP(TW) WITN (6) Bd `�� WOOD BLOCKING 3 SIDES -t -� COMMON'l5 IN FALH m?or srN w �.��RED ARS E EMERGENCY ESCAPE t RESCTUE OPENING _ CiLocKING R31011 FIXED - � FIXED WOOD SHELVES 'gecD SMOKE DETECTOR ( HARDWIRED ) S ) CAII O- CARBON MONOXIDEDETECTORlHARDWIREDI :u 11.✓a° .aoGAIr.,Fcru.v CEILING - - 5111:M C T)'1') WIH(6) 8d =l N s COMMON NNL5 IN FALH '� NUMBER !I 103 ROOM MB „ cnlro of sTpJv o _ .__. LOAD BEARING WALL - - - ) - - AWN BY: JPL . LH.IIWLL - '� ll TO Pr CHECKED B : s igto��tW N M,A.5, ' CA��nwv- UILING5 CONr?rn�N ATE:• �' Exlsrs ° , 121 W 0 aq HUPMICAN� COIF PF-1-AIL- N FILE #: COAT. CLOSET DETAIL LINEN CLOSET DETAIL DRAWING TIL m UJ/ SHELVES W/ SHELVES xA �: NT.S. PLM _ fA ( � DRAWING - SCALE vz„ 11-01'.. 11-01'. SCALE IR" : r-m" ICS -SNI�LI� & UPLIFTCONN�C1" ON I� a NEW CHIMNEY WILL BEA MINIPROVIDE EXTERIOR INSULATION FINISH SYSTEM BY: MUM DRYVIT OR APPROVED EQUAL. 3'-0" ABOVE ROOF AREA WITHIN OF ANY INTERSECTING POINT PROVIDE FLASHING AT ALL 12 PROVIDE FLASHING AT ALL ' ROOF BREAKS AND INTERSECTIONS. �g ROOF BREAK$AND INTERSECTIONS. _ PROV. ARCHITECTURAL GRADE ROOF SHINGLES - - _ - - --- - -- - - W/40 YEAR MAN WARRANTY _ 12 RAISED ROOF TO NEW ELEVATION - . B -AND PITCH AS SHOW _ -'-- PROVIDE 24" DIA GABLE END ATTIC r` -- VENTS W/ INSECT SCREENING TYP.x 6 . - - NEW IR" PLYWOOD SHEATHING2 LAYERS EXTERIOR . --- `��' >''G F 12 L I LAYER INTERIOR SIDE 6E 1 TO.PLATE ``.` C 8 - - A R CONTIN LY VENTED ________ S B 12"GYPSUM BOARD Trl FORM __ ___ _ 12 D � I .� ARCHITECTURE SOFFITS E.IFE. - 159 6roodway:(Route 110) • - °SEE o PROVIDE ALUMIMIN GUTTERS TYVEK BLDG. WRAP Amityville, NY 11701 AND LEADERS,TYP. THROUGHOUT. sola- - TA.PLATE / -2ee191 PAX 631-264-818q ___ _______ _ E—molt: odml~ottmmom m I ® NEW W 8 X 15 (FLAT) _ (2)2"x8" WOOD BLOOKING _ ! I SEE NIGH FRAMING ELEVATION ABOVE / BELOW STEEL _ --,I - LOWER LEFT (iHl$ DRAWING) — CONI. W B X B _ T.O.SUB-FLOOR I - INSTRUMENT OF SERVICE , -------------- --- ------ '� AND OR THE PROPERTY ' -- - CIF THE ARCHITECT m (2)2"x8" WOOD BLOCKING ALL o ,C ABOVE 4 BELOW STEEL INFRINGEMENTS WILL LOCATED IN tA._P_L_A_7_E ____ _ _ r BE PF20SECLITECY_ NEW B" DIA COLUMN W/ L 5 W/ INSIDE FIBERGLAS I' NEW 8" DIA FIBEFYrLA6$ COLUhM W/ � � � STUDS MI6"oa. 2"X8" WOOD 3 SI STEEL COLUMN W/ T / BOTf.PLATES. > 6" BATT INSUL. INSIDE FIBERGLAS$CDL - - 3 IA" STEEL COLUMPJ�L Opp 1 BOTT PLATES. _ -----_FLOOR ( .1/ J 4 _ __ I >~ 0 II m 1 ------------------ LINE OF EXISTING ANTILEVER as TO.6U5-fL00 - / R I -- ------ PARGE CONC F WALL > / PROVIDE 24" x 24" POURED CONCRETE PIER II j li NEW B" THICK POURED CONCRETE FOUNDATION WALL - - --------- ON 36" x 36" x18' DEEP POURED POURED LONG. ON I'-4" x B' CONTINUOUSLY POURED CONCRETE ,') - FOOTING, BOTTOM OF FOOTING TO BE MIN 36" �� ---------� FOOTING.BOTTOM OF FOOTING TO BE MIN 36" BELOW y____� L_________________________ BELOW GRADE. ! 1 GRADE . STEP FOOTING M STRICT ACCORDANCE W/LOCAL ! _ WALL DETAIL l W 1 F------------------------ __ SEE WALL DETAIL 3/AI ( ( AA-6 _ _ I I i BUILDING CODES. i I $�( 15) I EXISTIN�S FOUNDATION WALL$ AND FOOTINGS TO REMAIN U.ON. I --------------L---------------'------J----------- ! N.TS. -------- -�� FOR SIMILAR SECTION THRU FRONT WALL. �I L________________ 7 __ __ __ _ _ ___ __ ________ __---______—J FRONT ELEVATION 1/4"= 1,_ 0" - PROV.ARCHITECTURAL GRADE ROOF SHINGLES O - NOTE: W/40 YEAR MAN.WARRANTY i__ w _ - PROVIDE E.IF.5. "V" CONTROL JOINTS AND EXPANSION JOINTS AS PER MANUFACTURERS SPECIFICATIONS. E.If:5. CONTRACTOR TO _ W ! SUBMIT SHOP DU*S. TO ARCFOR ALL ELEVATIONSREVIEW SEE ROOF TIE BRACING ---— - 'v _ - _ DETAILS DWG GN-2 C) \ -�-- 7r'x8" WALL STUDS "- _ '— '_� -r"'" _ Is) 16" OG (ENTIRE HIGH WALL AREA) - PROVIDE ALUMINUM GUTTER$ Uj x —� O _ - _.- ---- AND LEADERS, TYP.THROUGHOUT. TA 1E - {- P ---------------------- _ - 'k -_ BLQ (3)2"x8" POST UP TO HEADE dYPICAL4 JAMBS EA SIDE) I I d CONTINUOY VENTED_ - = SOFFITS \ d r --------------- > I I WINDOW OUTLINE . II II I O a I I - - J L __j I I I z L— _j L m _ _____________1-O __�B-FLOOR - I I I I I I(FLAU5 ' I I 1 I S 6"X6'Xi6" i I E.115ERGL S COLUMN W/ l I - -- J NEWS^ DI - - - -' __--__-_____TD_PLATE__ _- - 11,1511:E IBERGLA6$ W/IUMNTOP i BOTT.PLATES. r' r _ - -l r V OR ROVE E ON FINISH SYSTEM BY: U111 ------ - ----- - - PRY IT APP D QUAL L ______ _______ YDE EXTERIOR INS L'A71 ` ��R4— - - - - - -LF LINE of I TI TILEVER L 1 I 1 ' E FOUNDAlrION PLAN FOR BASE 4F TS COLUMNS I -FLOOR - _ - 1 COORDINATENEW STEPS W/ _ I - LOW DECK v,. -- _ - - GRADE __ WN BY: '. u E .IPLr — -------------4- ppRp o - - - -------- A GRADE INE . I C CKE BY M.ArS, Dare: . EXISTING FDN WALLS AND FOOTING$ TO REMAIN i ROJE 7 N (High Wail Framina) --��, 0208-q 02 ^� NEW 8"THICK POURED CONCRETE FOUNDATION WALL - - —1 i ' i - FRONT ELEVATION _ _ -�---1t DRA F LE I/4"= I'- 0" ' ON 1'-4" x 8" CONTINUOUSLY POURED CONCRETE o+ " FOOTING.BOTTOM OF FOOTING TO BE MIK 36'! BELOW ---�--`1 L__ 1___ GRADE . STEP FOOTING IN STRICT ACCORDANCE W/LOCAL -- - - --'-- - ----_ --= `` - ---_`� ---_� DRAWING In ------ — -- — -- — ---- — ? - BUILDING CODES. __ __ __ _ _ _ __ ___ tlFVA�ON LEFT SIDE ELEVATION DRAWING NEW CHIMNEY WILL, BE A MINIMUM. _ 'FYPON"GABLE 3'•D" ABOVE ROOF AREA dTHN ATTIC VENT 10',8" OF ANY INTER5ECTING PONT - PROVIDE FLASHING AT ALL I2 - ROOF BREAKS AND INTERSECTIONS. 12 PR6vor:FLASHING AT ALL - _ ROOF BREAKS AND INTERSECTIONS. • _ _ _- PROVIDE NS DIA GABLE END ATTIC t2 - `� - - ' VENTS W/ INSECT SCREENING.iYP, x 6 "FYPON"GABLE ATTIC VENT PROVIDE EXTERIOR INSULATION FINISH SYS BY: \ _ APPROVED EQUAL. - DRYVIT OR APPR T r vo PLATE ' PROVIDE ALUMIMN GUTTERS �. _—�- � � ______ _________ _ -- _, �� � I � - I - -- ARTS FCJf�'M AND LEADERS,TTP.THROUGHOUT. _ 13 ARCHITECTURE' . ''' `• L �CONTINUOSLY VEN ED - CONTROL JOINT_ SOFFITS 1YP.SEE NOTE "II 159 Brapdwoy (Route 110) T/O PLATE--__- ` _- _---__ ----- BELOW AmltyMlle, NY 11701 -- i l 0 fid1-264-6191 FAX 6]1-264-61 W9 __ E-moll: aGminQgrtoffarrn.mm I, I THEME PIANS ARE AN - --_ -- INSTRUMENT OF SERVICE r ' T/O 5U8 FLOOR W ------ AND OR THE PROPERTY OF THE ARCHITECT it J I INFRINGEMENTS WILL - - ® BE T/O SUB FLOOR PROSECUTED. '- -- - ---- - ___—__ m `L DIE 9C GE o--------------------- ` fi I _ WOOD DECK J RAILINGS REAR ELEVATION REFER TO DRAWING A-II o I FL I n _______________________________________�._______________________JT L_____________________________________.____________-___ _-____-_______J N PROV ARCHITECTURAL GRADE ROOF 5HINGLE5 - NEW CHIMNEY WILL BE A MINIMUM W/ MIN 40 YEAR MAN WARRANTY NOTE: - _ V-0' PROVIDE E.IFS. "V" CONTROL JOINTS AND Im o OF ANY INTERSECTNG POINT VE ROOF AREA WITHIN _777 ' EXPANSION JOINTS AS PER MANUFACTURERS 1- 5F'EGIFIGAiIONS. E.IF.S. CONTRACTOR i0 SUBMIT SHOP DWG5. TO ARCHITECT FOR REVIEW FASCIA AND RAKE BOARDS 8NALL — -. - - Z AND APPROVAL TYPICAL FOR ALL ELEVATIONS BE MNIMUN 2" x 6"CLAD IN ALUM. _ - 0 - - _ W - U PROVIDE ALUMIMN GUiiERSrAND LEADERS,TYR THROUGHOUT. ' - �. - - _ W - - — — - - L— aC T/O PLATE _ - - - .�.,:—. '^ S---------------------- OFFITS LY VENTED - s . - SOFFITS - -_ - ------- L - T/O SUB FLOOR - _ --"-----r----------- -- ' -PROVIDE EXTERIOR INSULATION FMNISH SYSTEM BY. DRYVIT OR APPROVED EQUAL. - - - Q - - I - NEW 8" DIA.FIBERGLASS COLUMN WJ 3 1!1" STEEL COLUMN W/ TOP 4 BOTT..PLATES. _ INSIDE FIBERGLASS COLUMIJ. .yy i - ---------- LOW --------LOW DECK '. 0 0 rn v. o - j II I 1 N BY: ' I J,f .L. PROVIDE 24" x 24" POURED CONCRETE PIER i r- I H c Eo BY: I ON 36" x 36" x18" DEEP'POURED POURED CONC. I L --U I J I FOOTING.BOTTOM OF FOOTING TO BE MIN.36" M.A5, I r--r F— ti--J 12125102 BELOW GRADE. i i - DATE: ., J ------------------------------------------------------ PONEC L________ ___________________ 0 /F-1 ______-________________________ - .7 - 20 9 - "NEW 8° THICK POURED CONCRETE FOUNDATION WALL DRAG FILE 8� ON 1'-4" x 8 CONTINUOUSLY POURED CONCRETE - - I ' c ' t " t EXISTING FDN WALLS AND FOOTINGS TO IREMAIN FOOTNG,80TTQM OF FOOTING TO BE MIN 36" BELOW EIGHT SIDE ELEVATION GRADE .STEPFOOTING IN STRICT ACCORDANCE W/LOCAL ���VRTII N ` ,BUILDING CODES. DRAWING A5 RIDGE VENT ( 2-•)2" x n" RIDGE BEIM 1 PROVIDE FLASHING o ALL ROOF NEW CHIMNEY WILL BE A MINIMUM - i - 1 BREAKS AND INTERSECTIONS. 3'-0" ABOVE ROOF AREA WITHIN 10' 0" OF ANY INTERSECTING PONT - TYP. Roos coNsr. : I2 _ ASPHALT ROBE 61HINCILES 8r,7 �g _ DING FELT IR" PLYWOOD YWOOD SHEATHING HANDRAIL TO BE SELECTED 2'x10° ROOF RAFTERS 016"00. 18I$ S, I - :: x 6:: COLLAR RIDGE VENT i/ 111 � 9.l t" BATT IN15�T5, b" oa 2 TIES 12"GYP WALL BD 0 16" O.C. , LOCATED IN UPPE ( 2 )2"x 12" RIDGE BEAM - OF ATTIC SPACE. UNFINISHED ATTIC BALLUSTRADE6 TO BE SELECTED -- - - - -- - 12 N 0 T E � T 2" x 6" COLLAR TI 8 PROVIDE HURRICANE'/SIE5MIC CLIPS SPACING NOT TO EXCEED 5" O.C. h 6 ' .E • 16" OC. FROM TOP PLATE TO FACE OF - 1 HURRICANE /SIESMIC CLIPS - _ F] i ----- ---F RAFTER TYP.-�TOP PLATE' -FACE OF it - --- - . . _ _- _ - I I c-_ ROOF RAFTERTYP. ART O ARCHITECTURE GALV. JOIST H R(TYP.) 1 ' r _I ' -- - ,, - - - - - 1'- - 1 Yh. WALL CONT 6' — l - i 159 Broadway (Route 110) FASTEN TO FLOOR CONST. 1 III - III 1 CONI'. IT Alnityalle, NY 11701- _ MAP o '� y'1C1Ifyb�,�r1r1I I II 9 ������ �..�,o/�,�Iy� I. 71 VENTS 631-264-6191 - r IL] I NEW BEDROXI; g FAX 631-264-8189 1 _ - 1/2' LYWO D SHE '� '_ 3%d" P YWOOD 6H ATN ' GLUED j I —I E-male adminoaton"rm"orr 1 - - - 2"X4"WDD STUD$ 016"oa I - AND �1REUlED TONEW {x12" a+ — 1i - - 3 12" BATT INSUL. = FLOOJ016T5 0 1811 OL� I III '�( I 1 1 1 III 3/4" PLY $HEATH GLUED THESE PLANS ARE AN I 1 12" GYP WALL BD - I 1 : (2)1 3/4" X 11 1/3" ML FLUSH - -_ 'I I PROVI,�DE SOLID I. x 3" AND 6CR3 p i0 NEW 2' x12" INSTRUMENT OF SERVICE CR05^� BRIDGING Ml d AN. 1 �M 1 FLOOR JOIE S e 16" O.0 - - AND OR THE PROPERTY -- _- =�T1 � I u n u ix � � � 1 "��✓--�r`i� 11 i� OF RINGMEATS ARCHITECT _-_-__ -�_ I NEW 2"X12" FLOOR JOISTS Ib O.C. INFRINGEMENTS cEMeNrs wlu. BE ROSEGUTEb. __ CROSS BRIDGING • MIDSPAN. EXISTING CEILING JOISTS E X 1 $ T ' G S T R U C T U R E TO R E M F1, I N ���---- MVIM OVE EXISTING CEILING J015T5 C TO BE REMOVED 1 IST'G XE ISr,G AND GYP.BD.CEILING 1 EW FLUSH ML HEADER a' LAV HALL I W NEW GYPSU CEILING Exlsr'G K1rc14EN e N � EXISTGI GARAGE mw I LOAD BEARING WALL BEYOND - �,� II, ( III _ I I I I NEW 3 12" DIA STANDARD WT. "- > I I, I STEEL COLUMN I `^ 10 I1 j1 _ q n 1 II I• - - - -- - I FOOTING.BOF.TO BE MIN I'-0" GRADE - BELOW TOP OF $LAB. _ a EXISTING (3) x10" B.U.GIRDER TO REMAIN =_ __—__ ___________ GRADE G fl n� PROVIDE (U " x 9" STEEL PLATE EA.SIDE � O RAIL THROUGH BO D • Ib" O.C.STAGGERED. F -1 A?bDETAIL �' BALCONY RAIL XI$T' CELLA PROVIDE (U " x 13" STEEL PLATE EA.SIDE L---� B2 n(2 N h - E TING FOUNDATI WALLS AND TING5 TO REMAIN UON >� EXISTING STAIR TO CEL AR TO REMAIN UON. N O-T E a, ni o GENERAL CONTRACTOR SHALL FIELD VERIFY — DEPTH AND CONSTRUCTION OF EXISTING N - _ 1 l I 1 1 - FOOTINGS AND FOUNDATION WALLSI SHALL "! L_--J L---J L_--J L_--J NOTIFY ARCHITECT IMMEDIATLEY OF FINDINGS PRIOR TO ANY COMMENCEMENT OF WOW OVER ' I g, NN 0 T E A_6 BUILDING SECTION EXISTING GARAGE. DEEP MICR-LAM RIDGE PROV. JOIST HANGERS FROM RIGE TO ACCEPT NEW ROOF RAFTERS I'- 0" >- w CLIPS ARE TO BE BY : SIMP50N STRONG TIE. � Z TYP. ROOF CONST. : OR APPROVED EQUAL. ASPHALT ROOF SHINGLES - _ IS' - BUILDING FELT _ __ _ _ Q U I/ PLYWOOD SHEATHING n n u u D u n u l it n u 2"1 ROOF RAFTERS o11 n 11 It 11 it u it II 11 It 11 lI II II II R 11 11 II II II 11 11 II 2"x8" CLG. JOISTS ♦16"9c. n U It 11 11 11 11 11 11 It U 11 1 $ 12" BATT INSUL. II II II 11 It I7 11 11 11 It 1 11 W II II II II II II I1 Il 11 II II 11 I!1"GYP WALL BD I I I I II I I II II II I I I I I I I _ 1 II II II II IIII I 1- II II II n II II II a II " II II VINYL SOFFIT TINDER RAKE NOTE 1 11 11 .I 11 II II II II II II II II II II II II II II 11 II II II 1 II dl II II II II II II II II II / I` ANE ) SIESOC CLIPS " FROM TOP PLATE To FACE OF 1\ _--_—_-----_----_-- I II II II II It II II II II II II II II II II II Ii II II II II II - NOTE : \ �.t PROVIDE HURRICANE ' I 11 U u U 11 11 11 11 n 11 11 UPPER CATHEDRAL CEILING N E : 1} FROM TOP PLATE 7 ACE OF � � I II II a II U II 11 11 11 II 11 PROVIDE HURRICANE /51E5MIC CLIPS O W TYP- WALL CONST u n u n u u EACH ROOF RAFTER % Z 11 II II II II II II 11 11 11 II 1 6 E.IFS. 1 11 u . u u n u u n n 11 u EACH ROOF RAFTER TYP. ��- TYVEK BLDG.WRAP 1 -. . km 1- 2'- PLYWDD SHEATHIf•Ya - - NSW BEDROOM _ 1 _ _ I NEW 12" S EXTERIOR SHEATHING 1 I Q 2 LAYERS INTERIOR I SIDE it II 11 ii II II II it '11 11 I �i I .•__ _ _ � � .. ILAYER MTERIOR BIDE i Q 2 GYPOWAL BD 016"oc. 11 I calrgDRN-reac>G I 7 BPI � � 1 I li 3/4" PLYWOOD SHEATHING GLUED 114 ! I 12"GYPSUM BOARD - L A TE p AND SCREWED TO NEW 2" x17" A-2 T / O L A T E P1 - FLOOR JOISTS o 160 OC. 11 �,1 1 r iFj T / 01If- L ATE _ b PROVIDE SOLID I"'x 3:: l . -- :I 2x8 WOOD "CATS" I CROSS BRIDGING o MID SPAN. - - DOUBLE END JOIST 1 r t BLOCKING M WALL 1/ 2"X8" WOOD STUD WALL - - v_ _ �_ '' } 1 ^ I I ( W EXTEND FLOOR JOIST (SEE SECTION 3146) 1 3 1' - _ �-n-� } ✓ 1 1 . Q- U- I- � I W 8 X D(FLAT) TYVEK BLDG.WRAP - - .I 1 __ __� - I DRIP EDGE -__ --_ - - _ - - - - -_ I_-ILlui I (SEE SECTION 1/A4) ( F11 l tt rW ML (FLUSH)GIRDER 1 '�( �}I 2111 WOOD STUDS 01( "oc. 'x12" CONT FLOOR JOIST / b" BATT MSUL. S LL �\ 1 1, 1 LL O V. ( 2 )2"x4 t0 REST ON NEW T X4" PLATE. I 1 \ m �� 1 -I 1 - ix C m INYL SOFFIT EXTEND FULL LENGTH OF FLOOR J - I____________� T.�'�� `53' o OVER FX15TL.). I EXISTG LIVING ROOM EXISTG DINING ROOM ' I I Il I J p I 1 f I 8- I . 1I It 1 1 EXISTING(3)2" x 10" BIN.GIRDER TO REMAINCHECKED BY: I I EXISTG 3-12" STI NIDE (U LTE x 9" STEEL'PLATE EA. SIDE MAS. THROUGH BOLTED o 16. O.C. PLATE A.SI �2� 23� �2 - COLUMN TYP. � � � DATE: PROVIDE (U 3/8" x 9" STEEL PLATTE EA.SIDE -6A-TE CELLAR -PRO EC n - EXISTING FOUNDATION WALLS AND TINES TO REMAIN UON. 436 WALL DETAIL l'TONT WALL/ DRAWING FILO2O8� 7 N.TS. - BUILDING SECTION A s�ci�oN BUILDING SECTION L---J 1/4 DRAWING # 114'1- 11 VII V . CONT RIDGE VENT ' Z"x 10" RIDGE . 12 �.' 12 ---.� 2"x 4" COLLAR TIES a 11 cc B� �8 Fri 8" RR a ib"oc - - I/2 PLYWOOD SHEATHING DRYYIT FINISH SYSTEM ���� 1 15 FELT - . �� = ASPHALT SHINGLES (AS SELECTED BY OWNER) - -- - � FLASHING AT ALL ROOF BREAKS - - ��---. -- -- -�--- PROW.JOIST HANGERS FROM RIDGE - I TO ACCEPT NEW ROOF RAFTERS _ CLIPS ARE TO BE BT : SIMPSON STRONG TIE p I I - . - __ _______ \` _ I � \ �• _ _ OR APPROVED EQUAL. _ - - •'' 7- 2"x 4" TOP PLATS _ A ��RM \� 1 OVERHANG TO MATCH t — - I.' 3" CONTINUOUS SOFFIT VENT� DRTyIrFlWSH \1 ` i ARCHITECTURE I 159 Broadway (Rout. 190) 3/4" RIGID POLY INSULATION �\I I 1PAX yW1I., 11701 3 631-264-8191s'st-ales II I SINGLE LAYER.OF I/B" THICK �.� I [-man: odmmaortoft,Mmmo EXTERIOR PLYWOOD TS 6"k6"X3/S" / I I TIE-SACK TO T5 6"X6" IN WALL THESE PLANS ARE AN RUMENT 1 -- TYPICAL —_�_—_—_—_i___ _ _ _ _—___—_—_ _ _—_�_.� -- TS 6X6 X3/B" W/ 0} A DORTHEOFO ECE Ts DECO COLUMN 5 2 0 II" PROV. T5 6"X6"X3/B° INGEME�ITSRWpY _ B_0�� INST ----- --- OR THE PROPERTY aF THE ARCHITECT 1 IN AOL TYPICAL INFR ,L EA SIDE aE: PR:osecureo- I 'I I III ROOF OVERHANG — — — — — — — — — — — — I I IIIc COL IN WALL - 1 75 6"X6B1 I 1 .— - I 'I - - - - - T - - - - - - - (2)MICRO LAM. l ', TIE BACK HEADER , TE REGI FOR SUPPORT � a o I I I I � ' z i - 1 � o i — I I I II I I I I - ' 1"x 10" RIDGE _ [o X a m TF DS A CAPPING M a II III 1 �I 4 Z" 14' 3• '� o tRE DS AND PLATFORM I 11 I ------------ I , I II IIII j ,!„I i Ili - - - - - - J � IIII 'l III -- TS 6"X6"X3/B" T6 6X6 X3/B” III I I III COL IN WALL �'•�•—•—•� IIII '� , I I I11 i 1 I i 2^x811 WALL FRAMING SEE I6T,FLOOR PLAN ��O } >>— W - . 1 _ - - _-- DIIL'i.A•2,AND SEGTICN5 U DUK. R DETAILS aA-6 FO , OVERHANG J Lu - - - - - - - - - - - - - - - - - - - Z B 3/4" _ 17" BTRiCTURAL DECO COLUMN I , •y TYPICAL EA SIDE Lu � I F - - -I I Illi, I I I V, I ; III — I'' ' C, - - - 6/63/3/ P'I11111 Q Wllhl N a ill 1..1. a I J 15LUE STONE 4 "4 NOS@KBARS it I i 'LL1. \Q d - POURED CONCRETE FOUNDATION WALLi-I}° m O REFER TO FOUNDATION PLAN ° -� • ,� ,. p v 11 GRADE - �' - -- 1 1 - - GRADE Im wz 9Ar%pRs ND- IORAVEL ' – – — ., I r- -------- ----------- ---- --- Q , R - '� �- - � �� II �� ----------�— n - + "__------------------ .' - I � I 1 % - h T -4 I .10 ------ - STEP FOOTING IN STRICT ACCORDANCE WITH �_ __ -_ IIIII I 2 - -I r N,.av_ _ -I A-� 1.6.G.0. GORES. 1 ) �- 1tTll�--)-�� I--� STEP FOOTING IN STRICT ACCORDANCE WITH 1 IiI .' � '„' CHECKED ------------------------------------------ I ' � IB.C.O- CODES. � ' DATE: ---- ,- ----- - - -- ---- ----- ---- - E12 G7 3/ — _ _----____ - 2 0 54 ------------------I____ __________________,-_____ MIN DRAWl E #7 — _____________________________________________________ _ . - - - - _ . - _ . , _ . - - f . - DOWN TITLE: — z FONT PORTICO- CONCRETE STOOP PLAN/ SECTION slcnoN — �ELEV/ SECTION - PORTICO (�\.R , DRAWING Arm 7m I i - wi x ARR I Ir -(1 -- _______ \\ W22 -� —/- - ARCHITECTURE - \ / 15AmityvlBr.odWay lle, NY 11701 11')) 11701 1264-6101 FAX 631-264-5189 - / ------ THESE PLANS ARE AIV INSTRUMENT OF SERVILE AND OR THE PROPER1 Y CIF THE ARCHITECT :np - Wit INFRINGEMENTS WII WILL 1 -I- - - - - - I .f - \ PROSECLJTIECr. . � 6E I - � A y r 1 i m ________________ . � D6 A. IAII \ W2 W3 � J 71 , r � o { r U i fj I I I I I 11 I . II r______________ L, j T 11 L______________________J .. r--- __________________ y� I tt _________________________________ -_______-____t__-_________-_____________ J FRONT `E-L-EVATtON---------------- Lu ---J--------------------- - O ° 3 _ p wz W -- U •�-� � -� :. �-� 0 11.E ------------------------- --------------- W IW13 (W14 w ------------------------- ---------------- -------- ------------ i7 I , ------- -------------------- ----- ------------------ (r)2 ----------------- - - j `� C6Ytt - d 0 - DATE'. Q r-, IZ/ 23/_02 ., PROJECT � '- 020,51 I I I I 1 RA ING FILE J _ J p -1 I L`-rL-- ---J--- - -- -- --"--- ———— ---- - --- --- 7 -- - � NNIS L_ -�-- ---- --- --- --- 1 - --- STOU P - of LEF I 5lQE ELEVATION . ,- 1/4"z LE 1F ATION ' , ____ _____ DRAWING N O I ; S �T - v D20 f � ART'IS -" — ARCHITECTURE� '�R TVI^ ¢ - - - -- I 159 Broadway (Route 110) 1 AmrcyNme, NY 11701 '. e E-,,ra: odinlcOurto B3c1�,261E-8189 �iFAX dt 2 THESE PLANS ARE AN INSTRUMENT OF SERVICE IAND OR THE PROPERTY CiF THE ARCHITECT �WS / __________ _ _________.__ - J _________ NFRINGE ENT5W L F--_________ . . ________ ______ - ___ ._- -.y or= PROSECU ':0. / ------ rd / -- ----- --------- fil, __ __ � t�UJ8-- -- — ---- ----- Wl � I I I p inn v, o N7� a --------------__________ I IIS tt' U ' I I REAR ELEVATION ' rL___________________________________ ___JT x L________________________________________________________ ___________--__ ___----_J = _ O W r— LU - - - - - W HOLES®1r INiERVAlS -, - HOLES®1]'IN1ERMS HOLES IN CENTER \ ---------- ----- - Y 4„ OF RYWOOU FOR --_ - _ _ PRESSURE EOUALIPATION Pk/'BRACING Q //) STORM SHUTTER OVER ' \\ . ._II- - - - -- Q . STAMDARDWINDOW LARGE_STORM SHUTTER SLIDING GLASS DOOR ----------------------- - - STORM SHUTTER DETAILS ------------------------ r I/4"c I-_ 0° - 1 WIm ----- -- --- 0 WN BY: y� r--Ll--J MA 3, - .. ., I .. I, —1'i —J " DATE: I L -- --J 12125102 m L , PROJECT _� -____ __ _ _ __ __--_______ ______ __ ____ "'— N 0208'4 a - DRAWING FLE : 4 RIGHt ;SIDE ELEVATION ". srorrvi r?Ivl s -" DRAW G m - Am9 q ' I EIMA CLASS 1 - . - (STANDARD IMPACT) FRAMING 11 SUBSTRATE CODE APPROVED SECONDARY DRYVIT FINISH A. i ' BARRIER, BY OTHERS DRYVIT APPROVED WASHER WITH DRYVIT,APPROVED WASHER CODE APPROVED SECONDARY I CORROSION RESISTANT FASTENER - BARRIER, BY OTHERS - 1 B , , EPS INSULATION BOARD DRYVIT DRAINAGE MAT DRYVIT GENESISS BASE COAT 1 400 MM 400 MM 400 MM - DRYVIT REINFORCING MESH H B DRYVIT REINFORCING MESH IT-4"1 11'-h"1 11'-4"f FRAMING EMBEDDED IN GENESIS- - FPS INSULA' DRYVIT.GENESIS BASE COAT- --- --OO— —------0-- - — SUBSTRATE ' �� " EPS INSULATION BOARD y, DRYVIT FINISH ?' �,.- . DRYVIT DRAINAGE MATDRYV - D WASHER EIMA CLASS IV WITH ICORROSIONERESISTA T R'�U,t' (ULTRA-NIGH IMPACT) FASTENER D _ ARt � FO' `M FRAMING _ (2'41 �- �, ARCHITECTURE, ' " ' WRAP DRYVIT DETAILS MESH - SUBSTRATE 0 0 �'-\ ;1 50 MM l2"I MIN AT BACKSIDE D 159 BrlyWHO, Y 119101 OF EPS � AmKyNlb,NV 1170' CODE APPROVED SECONDARY - `--� Cas-slMaass „ - FMMI-N84a1E9 BARRIER, BY OTHERS -- __ - - APPROVED WASHER WITH , _ _ _ _ a 25 MM II1 I ` E�4t DRYVIT SIGN RESISTANT FASTENER ° ,DRYVIT DRAINAGE THESEIFLANG ARE AN DRYVIT ° CORROSION ._ . _ --- T GENESIS- BASE COAT 200 MM 400 MM 400 MM 200 MM ° ° " INSTRUMENT bF SERVICE PANZER- 15 OR 20 REINFORCING MESH IB"I (1' 4"I (1•-4"1 I811 " ° ` ° OPTION TRACK- O r, ANbIDR THE PROPERTY " a 200 MM 18"1 MIN. ABOVE FLASHING of THE ARCHITECT ORYVIT GENESIS BASE COAT FINISH GRADE OR AS INTEGRAL WITH , ORYVIT STANDARD- OR STANDARD 1'2 M ° ° REQUIRED BY LOCAL CODE �� WINDOW - INFRINGEMENTS WILL PLUS- REINFORCING MESH IL'-D'1 SECTION A-A REFER TO R-MO 0.0.09 APPLY SEALANT GE F•FkosEcuYED. Ophanal Drynf A ° JUNCTION ORYVIT GENESIS BASE COAT Drainage Track- ° '° � l SECTION B-B' REFER TO R-MO 00.10 TO FLASHING DRYVIT FINISH ° SECTION C-C REFER TO R-MD 0,0.11 - SECTION 0-0' -REFER TO R-MD 0.012 FLASHING INTEGRAL WITH 1 '� wlrvphw Residential-MRO Secondary Barrier and Drainage_ Mat Configuration Residential-MRO Fastening Pattern Residential-MR a Termination At Foundation Residential-MRO Window Elevation NOTE NOTE' NOTE: - Tin uwaaw,.^d"wnm.laa•a"da,.omMwywuw ^o a^9 ..Im a^M ^v mil n.. ^onw,mo ankl' ww"In.x'w m•nm+l 'm..Nllbmn...awll^oma e••Iq,nm.oMw,:row, 7, DRYVIT RECOMMENDS THAT GROUND - orvw r,ml,a aunw•ee,,.maydm.mW.d.ewgn 1.DEPENDENT WIND LOAD PRESSURE IS 4Aamam.I:r.,awanden4mrr•a-vn pmin.bul.ul 1. DRYVIT RECOMMENDS THAT GROUND FLOOR 2.0 D APPROVED AT MAY BARRIER paa,w Lm.,«emlwbxnd4l. NI.FLA FLOOR APPLICATIONS AND ALL FACADES Immwmlw.N•vum•m".l wrpvwm lm.I l.Aalymm.ma DEPENDENT ON WASHER/FASTENER TYPE, mw^•mwl m^Mv cam-lino--macaw m^mm.,ma D I4gafiae.an r,dw.mw.w 1nwl P.alM+am.,rl,wwM4nwwl•9w11awl4n APPLICATIONS AND ALL FACADES EXPOSED AND DRAINAGE MAT MAY BE REPLACED • xitli�°ONhipmtl`ma-•o0°w Tna 1.FLASNING TRANSITION BETWEEN Iml9w•IrNI w.Pam.,m.lmmmumelluean4 mm•ala •wtlW.Ti,mWl b Mvawnl LMnnbn mtl oWa•na Wl' mme amrpv.l l,amwv.nw v"mw^nh•,d Orval mW a Ne+al•IIMwm•mn W v'Ib,lw^M'vn nM/^ CURVMa•,4•.ma4uIlYMO•mul IM1.nMmua vWa•,ravay EXPOSED TO ABNORMAL STRESS, HIGH •m mmalmnmyawww.4ym"W m.m.wd PATTERN AND INSULATION BOARD ,y.muy.mm,l„I,v,y alley lwua w.d m-alw.,mnw TO AERATE IL STRESS, HIGH TRAFFIC, OR IREF T OR-M 0.0,02- SNCCOWNAP-..rmwHdwi.9mnvwl-baron--ma--Savo* ASSEMBLIES AND HORIZONTAL ",m uyll�.gilt q.a.g11,,,,.,yl.ngyarm•y,.a TRAFFIC, OR DELIBERATE IMPACT HAVE THE m.maenavun.ru,nrun,nwv^,.^vl,l..,rnvunomm^•mv THICKNESS REFER TO WASHER/ °'°amd""'^-Iv"'^d"•'a^vm'"'°^'TM"•v+n d•"v m4.d.TM DELIBERATE IMPACT HAVE THE BASE COAT •"^^"^°••^" v"-^^v "'^"""""7 d"vsa'•-*Ica ASSEMBLIES MUST BE PROPERLY m4e•w wh.w•�nwn.,c„y^.nq,re,vo.wn,w.np z BASE COAT REINFORCED WITH PAN2ERm amyl•"wa+X•A^Mne..q^A4awmw e.wm,m,mmma FASTENER MANUFACTURER FOR (REFER TO R-MO 0,0,021 plq:yyplvinu•agml a•wlnmr.Inm ml•-eaneuon.wfnu. LAPPED AND SEALED TO SHED d•-'vb•M^'v'L°a"4"a'°n"m"1°'a""1""'m^•'°" ,MESH PRIOR TO STANDARD? OR STANDARD '°'°°"'w"°n'm°a'°n°r•^n"'°"ny'w'"•a'"°"•"•m" w"°'•^^.w".vvc ^'•1^`a°"l•'m°°aw ,REINFORCED WITH PANZER MESH PRIOR,TO ume.w^r.a,.m„drvw9wnlwm,uw l.c.lwl.aam• ela.Wm,wi.bwml.aaya.nnmm.vypuml.ln.►m.uw - aemnaaa vn.mq.n la.d.n.,m^,,,y.a"IwA.wmae ALTERNATE PATTERNS r•^I•a u•'d.m^°mmvwaw,^Iml+l d.w l,p rw.nwrvrM. STANDARD OR STANDARD PLUS MESH. A"Nd.u"a•"n°'m•Ivoa°'I"°^""'°°w"°"'"In'°n"^ WATER TO THE EXTERIOR. I.Nw.+prb n.Iv.Ym.urw.mwo,wn.nnwl:negy .PLUS MESH. LOCATION OF HIGH IMPACT ee-,a Hd,m ome.w".mv n.'•mmll..,m•I.^+mw,n. nw,.^n Tnl.e,ly l..,epe m,n.,,v.wun,n,na-c"„I.a oy'nl w.u,ln.ml,n.alla.,a9.nnmwv.wuunlwnw rnrd oym mw,wlrmMm plr.Y IIIc,Thl.arr l..,q.xm aw,v. r�r ZONES SHOULD BE INDICATED ON wnanmuw cml.nomnm4w,m w"mw n.4nRI•wXl mm.,,wyw lnwun,wml.w„I wnm LOCATION OF HIGH IMPACT ZONES SHOULD BE mXww yeul.w u.m.n,.w,x wnm. wen-"dq'.m,a,.9 o,ywml,w-9wlmwm.law l:am - CONTRACT DRAWINGS. '^"'°" INDICATED ON CONTRACT DRAWINGS -am' „p win.4ryrX dr v � � � • ® d r v 1.1® V Y DIAl Nirll TEE 3 4/10/00 d ryv�-�° MPRME aY: PE V' • 0 •1110 erPlf • l 4/w/n dry ♦ I � Op9 Rod ..A .n M VEa BY V RATE IF.��-� Y �" O qt O O CODE APPROVED SECONDARY - t"- BARRIER, BY OTHERS, LAPPED OVER : ' PROVIDE AIR SEAL, BY WU3 WINDOW FLASHING .OTHERS', AROUND INTERIOR PROVIDE AIR SEAL, BY OTHERS, WINDOW WITH INTEGRAL DOOR WITH OF DQOR PER DOOR O EPS INSULATION BOARD AROUND INTERIOR OF WINDOW PER FLASHING INTEGRAL FLASHING MANUFACTURER'SWINODOW Uj OPENING WRAP (SEE - I z1 ,_I REQUIREMENTSMANU _- -__- FRAMING DRYVIT APPROVED WASHER "*' DETAIL A-MO 0.0.171 _ OPENING WRAP � SUBSTRATE Q / r2 - \ -- - --- - - FRAMING WITH CORROSION RESISTANT _ -Ib MIN % ISEE R-MD 00.171 _ Y DRYVIT ADHESIVE _ -- --- W ' �' ' 1- � DRYVIT DRAINAGE MAT - - FASTENER .� lam r / / DRYVIT APPROVED WASHER - WRAP DRYVIT DETAILS MESH '� - /\\ CODE APPROVED SECONDARY Q Q PROVIDE AIR SEAL, BY DRYVIT REINFORCING MESH -- / -� I I EMBEDDED IN GENESIS- BASE COAT __ h I \ / ,—WITH CORROSION RESISTANT j' 50 MM 12"I MIN AT BACKSIDE 7t� ® _ / BARRIER,EATH OPENING NEWS, OTHERS, AROUND INTERIOR �'- -- --_ / / rte--' BENEATH OPBNING WRAP w- / 1 FASTENER / OF EPS BOARD �/ \ - OF WINDOW PER WINDOW _ } \ / //� MANUFACTURER'$ �`_ DRYVIT APPROVED WASHER WITH - �, / WRAP DRYVIT OETAIIA \-� - T-= __-_ -` z REQUIREMENTS ' `-� CORROSION RESISTANT FASTENER I \ v MESH 50 MM 12"1 MIN. AT �,� \� 11�A�JL _y. DRYVIT COMPATIBLE SEALANT ` T 1 ' 1 <�' I= n BACK OF EPS -�-- WITH CLOSED CELL BACKER e . 1 WRAP DRYVIT DETAILS MESH 50 MM R00, BY OTHERS J DRYVIT DRAINAGE MAT 12"I MIN AT BACKSIDE OF EPS L I\ SUBSTRATE -- ' DRYVIT FINISH I��� i• / \ OPENING WRAP (SEE (\ 12 13 MM (1/2'1 MIR L�--- ---� �� _ -- -- --- _-___ 1-.1 U) r DETAIL R-MO 0 0.111 �\ 3 MIN. 1 - - _ — _ - ° 1 [�IDRYVIT DRAINAGE MAT /� I rl. -j r �{ I 4 - DRYVIT DEMANDITm OR COLOR I � rt /' ' `� 13 MM (1/2") MIN. L- F ..M> - ) PRIME- ON'SURFACEISI TO DRYVIT OEMANDITM OR COLOR _ 0 _ r PROVIDE AIR SEAL, BY RECEIVE SEALANT PRIME- ON SURFACES) TO ----- L OTHERS, AROUND INTERIOR UJ CODE APPROVE[( RECEIVE SEALANT ,> OF WINDOW PER WINDOW " DRYVIT COMPATIBLE SEALANT WITH Irl �r ;-( }-! SECONDARY BE BARRIER, BY MANUFACTURER'S DRYVIT DRAINAGE MAT 4 O' PROVIDE WE BACKER BA LE OTHERS. h - - OTHERS, BWEpN�EpATH REQUIREMENTS DRYVIT APPROVED WASHER WITH DRYVIT.CELL BACKER SEALANT WITH PROVIDE WEEPS WITH BAFFLES 610 MM -,)� I )-�_J-!/- EPS INSULATION 110AR0 CORROSION RESISTANT FASTENER CLOSED CELL BACKER ROD BY fL -� 12'-0"I ON CENTER � OTHERS 13 MM 11/2") MIN. *, L DRYVIT FlNISH WRAP DRYVIT DETAILS 'OPENING WRAP ISEE I[._ Dr ylt Drainage DRYVIT REINFORCING MESH MESH 50 MM 12"1 MIN. AT DETAIL R-MO 0.0.171 y g EMBEDDED IN GENESIS- DRYVIT REINFORCING MESH EMBEDDED FRAMING Track- Option 13 21 BASE COAT IN GENESISS BASE COAT BACKSIDE OF EPS. ' 1 11/2'9 MIN. EPS INSULATION BOARD ' I - hRYVIT FINISH � DRYVIT ADHESIVE - ' SUBSTRATE DRYVIT ADHESIVE EPS INSULATION BOARD DRYVIT ADHESIVE DRYVIT REINFORCING MESH DRYVIT DEMANOITS q WINDOW WITH DRYVIT pEMANDITm OR COLOR ✓ SUBSTRATE EMBEDDED'IN GENESISS / INTEGRAL FLASHING COLOR PRIME*' ON SURFACES 1 _ PRIME- ON SURFACES) 10 CODE APPROVED SECONDARY BASE COAT - w ,,,,,,,•,-, TO RECEIVE SEALANT RECEIVE SEALANT BARRIER, BY OTHERS, BENEATH DRYVIT FINISH - SECONDARY BARRIER - d p WINDOW WITH INTEGRAL DRYVIT COMPATIBLE SEALANT WITH OPENING WRAP AND DRAINAGE MAT - e •�� FLASHING LAPPED INTO VINYL CLOSED CELL BACKER R00 BY OTHERS - DRAINAGE TRACK V pk ' SEE NOTE 2 � S W c Va ,. Residential-MRS Window Head Residential-MRO Window Jamb Residential-HEIS Window Sin Residential-MRO Door Jamb with Integral Flashing "9 li d NOTE: NOTE: NOTE; - - 1. GANGED WINDOWS SHALL HAVE 3.000E APPROVED SECONDARY BARRIER Tiid°" '•"a° 0'n4eid°nw0je piol1wmw°m' NOTES: Tlu„anlaml...11ylrlav wa.µn,alu.vaWwl,gn•oval m..mlrelu.,•„vu,rgwa.pl,Idnnpgnlwrom.aAn ''m..mwenn..,d�n.,l"ewm.gnmu.Pp.e„wl,vur on+ie °'°°"°'Sen,.-awhandennelmnawl-,mw.Imm w 1. CODE APPROVED SECONDARY BARRIER Iwamam.wy^,.aanalan 4pwnmav^a4lw.mMn.^° 1. ORYVIT'RECOMMENDS THAT GROUND FLOOR 2.CODE APPROVED SECONDARY BARRIER 1.4a4w:Lela..rm.mpplwp,nwr.awa^ Iwa•.ww Aw 1. DRYVIT RECOMMENDS THAT GROUND FLOOR blmM•bwrrlw.mllnotw v,y.n'.awvn vma.wm N D ;BY:CONTINUOUS FLASHING AND DRAINAGE MAT MAY BE REPLACED •r am.--mm4lvwnmlXwmw mm.w mIM.Nnma .PrmmunmpL'wm vu aalerolmw•m -Id.IaA Ta. APPLICATIONS'AN ALL FACADES EXPOSED AND DRAINAGE MAT MAY BE REPLACED- ..yw.ayn4.�""upOAWy'"N1btllpitlplip oe0i""°'1'n° �- _ APPLICATIONS AND ALL FACADES EXPOSED Z.CODE gPPROVED'SEEONOARY BARRIER ,yw,la mmlry.nmma llmmvm.cld.•mlew.mx - ,w4l.vv.wNwl4m,me adaw mry.^a orvw AND DRAINAGE MAT MAY BE REPLACED maeminaarwl,xonw4n.pyM.Rwm-Scaly- Q aiwavenwbamwv-eplNnrwmH+XawmHl AND DRAINAGE MAT MAY BE REPLACED ^•waew'•'Tn^"wn'M4 v'am'm•wlr Maomn J,p� �y AT THE HEADS., WITH DUPONT'$ TYVEK(R STUCCOWRAP y,.rrmgeala✓;w-ylw-ymrww.ar ma au.x.e vm. -_ .p.vllmyeamMw.I,yllwlavm.,,.w ma as-.wenn TO ABNORMAL STRESS,HIGH TRAFFIC; OR :,WITH OUPONPS TYVEKm.ST000OWRAP-. -.mm.p'aaa.m4mynmanvm.ora eme.m.mve. - TO ABNORMAL STRESS, HIGH TRAFFIC, OR - •wlrwlhal:r4k.arhuWmrel. a1'N•wrwaw _ (REFER TO R-M0 0.0.021 .wama.drllm,+rnmwnlgmwmwnln d.,nmN.x TN WITH OUPONT'S TYVEKm STUCCOWRAP „-ye,,,y,b,, yayp,l„n„yb y,,,yp„I,mn„ ,•,My,m,y,�yp,r,A,H„-,pbq�,Ay,d,,,, WITH OUPONTS TYVEKO STUCCOWRAP ,p„V,I,A,yn.n,Ipy,.amlrwy a,,,yApMc,T1Y, ,C E D EIYa 2,IF OPTIONAL VINYL TRACK I$ 05ED, BACK pq-mwvRnM••bm ael. OW m lam alwn^.wnm., (REFER TO R-MD 0.0.021 A^Iwm.IwW*••P11•la-mmm..gll.,m a,=.w,,,wwu.r - DELIBERATE IMPACT PAVE THE BABE COAT IREFER'TO R-MO O.tl.O2) - _ e,q.y4•Ip,IAowicirn.wmaw,ln ro.q.m•rvwomw r DELIBERATE IMPACT HAVE THE BASE COAT (REFER TO R-M00,0:02) rlaHo n.lynrler•.weXermaw.nlm,eL.mr.n Of EPS WILL NEED TO�BE NOTCHED TO _ '>t+•d.Wlurmrbw.M/•ndr•aI••Iam'°w a°"•".wel°'w . ' N.uno<'mrawuMqulwalllwmp'w awl'WI.aMw REINFORCED:WITH PANYER*MESH PRIOR TO - +laa•ar^r•n.cuen.ry.vurrwnmu,IWw Mu.,lwlW nrw 'REINFORCED WITH PANZER-MESH PRIOR TO nae.Wa.MmmHp,rWlrw-.Ew rurYwwalur ''' M_ A4 j, nnn.n U-w.vwnwa.wwa„Iwwn aw.eaYl4w lavwa P"au Iwa.m^gm^•p•4n"•.aXllw mwlvwwaywa. STANDAR -OR STANDARD PLUS-MESH, _ 'Ptl•e9 w'd•M'u°"+v.°w'r'°a•all°°w"m'ta'a°v"h STANDARD^OR STANDARD PLUS'"MESH. a'°I'n V"w'n.e-.b'mrt^I.A°wy.'w'I IAI'wl.°Ivw' SECONDARY BARRIER. AND H E m,w-yw lmenm•nlww woim. LOCATION OF HIGH IMPACT ZONES SHOULD BE _ nyw,.rw W. nod wlwl. �'� D ACCOMMODATE THE DRAINAGE MATA - y,mae.l.9l..,mpenw.-.wwwn,wlw cw.0 omn v.,.,b.ml.ml•ryuN.apemv..w/1^mm..�Leamn ' , U ..•yly.maaanawlq.anwly.wele,n,ww.Pa,uewyal wrnav,Tham'llwq.nmawp vwlun,warA. mm.,n>wum.m.m,wwww w,w.^ - mIw„nwll'I.y.tlnmewr•olll wmn LOCATION OF HON IMPACT ZONES SHOULD B /7 J n V CONTRACT DRAWINGS: INDICATED ON CONTRACT DRAWINGS. V I2/2G�/ C�/� ' I 'I , • ® AwRwvew ar RE ', d r ♦ I � INDIC ON a ,e - d r .�' ® AAM v: w d. ♦ ' 1® D SING n OZ INDICATED {0 A d r vi I YV o8 -11f1 n.YYp M ONE —w gilt Rrvll V O191r k011l / -nlr P]HI / - MAI . ."m H4( 4 5/1U01 - '. X11[ .t $114/4 + IN[ 4 L14/01 DRAWING H TO4 - I I r, CODE APPROVED SECONDARY , - - BARRIER, BY OTHERS, LAPPED OVER WINDOW FLASHING I EPS INSULATION BOARD - _ OPENING WRAP _ SECONDARY BARRIER (NOT SHOWN( IS - - (SEE OETAII R-HO 00171 -_}- -=--- --- -- ----- - - - - -_- --�-�--- PLACED BENEATH SILL AND JAMB ------��� _ -� 16 MIN. 3 -: - o - ==--a =-= --- o = _===2=' WRAP AND OVER HEAD FLASHING. _-- - v ORYVIT ADHESIVE - R 6 %L� DRYVIT DRAINAGE MAT EPS BOff JOINT PROVIDE AIR SEAL, BY OTHERS, AROUND INTERIOR — DRYVIT REINFORCING MESHAPPLY SILL INSTALL DIAGONAL OF WINDOW PER WINDOW EMBEDDED IN GENESISm, o I FLASHING TAPE STRIP OF FLASHING - - MANUFACTURER'S BASE COAT (SEE NOTE 82) TAPE AT CORNERS REQUIRE NT DRYVIT APPROVED WASHER I ' (SEE NOTE N2) ` WITH CORROSION RESISTANT FASTENER yp ' BACKSTOP_ - - 5 MM DRYVIT OATAILMBAC MESH I' o INSTALL OPENING WRAP, FIRST AT (Fyp.) EPS INSULATION BOARD '[ 50 MM 12'1 MIN. AT BACKSIDE 1- �- OF EPS. (SEE NOTE ISILL, THEN T SIDES. THEN AT HEAD 1 / STEP kt STEP N2 AR I 'tFOI lM ORYVIT FINISH / . jj 1: INSTALL INSTALL DIAGONAL STRIP OF r o FLEXIBLE MEMBRANE FLASHING Ll AT CORNER OVER THE SILL AND j� - .ARM(EC I URE 13 MM 17/2"1 MIN �ij;���?;I;i;i; UNDER THE JAMB WRAP - - - -----' ISEE NOTE 31Broetlw,eY(RnuOtl LA01 AnniW110,NY 1,1.701 DRYVIT COMPATIBLE SEALANT WITH E - INSTALL OPENING INSTALL RESIDENTIAL edx-sR4,Ra9x FAX eaapJro CLOSED CELL BALKER ROD, BY OTHERS. o WRAP, FIRST AT BILL WINDOW - W/ FLANGES Eaa:,amineetlortyrlrlmm PROVIDE WEEPS WITH BAFFLES THEN AT SIDES, THEN (SEE NOTE R31 — 6ID MM I1'-0"I ON CENTER AT HEAD. (, 305 MH 112"I MIN. (SEE NOTE.B2) BACKWRAP INSULATION BOARD WITH DETAIL® REINFORCIN MESH OPYrIt Drainage ------__--------- PILIN ____ __ _ 44 1 - TI-le$E PLANS ARE AN Track°' Opti°n NhiO _-_-_- _ _,,, ,,'� -_- 'INSTRUMEM'OF SERVICE -_ _______________________ __ _ AND OR THE OP „ ------------------ FRAMING __Ili'14rt��ll; -____ ______ ______ _ __ „ J,���1--_ 230 MM 19"I MIN � PROPERTY A,*,,,•,•, --- _ - SPLICE PIECE REQUIRED _ - _ _ OF THE ARCMITEOT �. - AT CORNER INFRINO6MENITS WILL - SUBSTRATE I � }-( - - - - - - -- �T DRYVIT DEMANDITO OR '- / \ ' - l �'TY1Y> Be PRo3EC4JTED. li COLOR PRIME' ON SURFACES _- DOOR THRESHOLD FLASHING IF ITEM TO BE PLACED IN OPENING TO RECEIVE SEALANT - HAS A NAILING FLANGE, 1WINDOW DETAIL REINFORCING MESH SECONDARY BARRIER SHOWN FOR EXAMPLEI APPLY CAULK STEP 83 STEP N4 `r' DOOR WITH INTEGRAL SECONDARY g RIE BENEATH HEAD AND JAMB FLANGES _ _-_--- __._-_-_- . 240 MM 19 1/2") X,300 MM (12") (TYP.) FLASHING /J OPAPAD INTO VINYL ONLY AND FASTCN OVER WRAP INTO RAI AGE TRACK FRAMING SEE NOTE 1 FOR DOOR OPENINGS USE THRE SHOL0 PAN FLASHING - Residential-MDO Door Head With Integral Flashing Residential-MDm Wrapping Of Openings Resmdentlal-MSO Opening Penetration for Self Flashing Window Residential-MDO System Configuration At Openings NOTE. m.naunm,,.,.,gim.u„P.m a.Nnarl.Paw,w,P m. NOTE m..ay.n„.,•ab..'xv.wa:ewam.n�M•a°.Imw NOTE m..w, ,,.,mc^.•aw.we�§^mu.Pq.a,+W un NOTES: m.w,nw...^W^.•xrvwa••G^abaamw^o xw 1. IF OPTIONAL VINYL TRACK IS USED, 2. CODE APPROVED SECONDARY BARRIER n,ypP,^abm �Ns.aya,yb, 1, AIR CONDITIONING AND VENT OPENINGS 3 DRYVIT FLASHING TAPE IS umP°axl+e m•LP�.tarau.Pgna..p, 1. DRYVIT RECOMMENDS THAT GROUND FLOOR 2.USE DRYVIT FLASHING.TAPE FOR °'Y"'r'°°°a'r•b""w'M°rxvam•Pq.¢•arq” BACK OF EPS WILL NEED TO BE NOTCHED AND DRAINAGE MAT MAY BE REPLACED P,°r•.ie,.l m.sn,,,m„nm,,,pr»'mmi bauby ma...w p°rwim.l uqy.,.. nmmglwnpm n,arw m..me P'aa•Imw,AI a].'r,.,mrm,wrRYbmw wmvgmp,,.p °'M]rrva°a'.a"a•Ia.bRs'Am•er°Ya•e'wR SHALL ALSO BE FLASHED AS SHOWN RECOMMENDED FOR APPLICATIONS AND ALL FACADES EXPOSED WRAPPING WINDOW OPENINGS .umw•Twea.r�rar..,.mmm,mmwp,em.wr 1 LOCATE INSULATION BOARDS SUCH THAT P°r..nel+ /u.]+pn.,^vea.,,Py.mm burwlwyma..e,e TO ACCOMMODATE THE DRAINAGE MAT WITH DUPONT'$ TYVEKO STUCCOWRAPm. 'a'e'm•TMr•awil•IwP•na a,wmmw„•^e PaP•'m°nlr WRAPPING OPENINGS "'^°"a•m.a•”""°'y„"'a'^*""u°''•"aP"m"'a a^r .w us x]y,moryyyrrn,,,,rNbpromrP.,ya BOARD EDGES 00 NOT ALIGN WITH CORNERS •'em•'a•^'."•wl•Y°'..'mlhlanw°^•wws•^v°^Ir AND SECONDARY BARRIER. •m orr,l.P,anwlyamw„mr.abv mrm.,,..a 2 DOOR OPENINGS REQUIRE THAT THRESHOLD woNu nawmlbawma.Orlwarnm.,-a TO ABNORMAL STRESS, HIGH TRAFFIC, OR „rmyy,.R,yywa„yb,,,,,,Yyyro,m,m,,,,,m (REFER TO R-MO 0.0.021 mme.w rr•ml�a..gn,..y,•,mmm,wlm,,.rP PAN FLASHING REUSED xu•enl.anw•,as.m,,.,n..y,:.,,y..wbPnxami,.,•nw 3 APPLY CAULK BENEATH MEAD AND IAMB mna•un•m nru..mrm..,e.y,,..qum,.,P°'.ww.°np OF PENETRATION. va,a,br,na bryy,.•a,ny,,,,,Pv,,,,;,ya,,,°,n•.^,°P z amyPPMa Ta PM•aa..mOPPmrm,w am,m,..minim d.nyPa.am.P,q.aa,.gnPa..,ewa.rn.,r,mowm DELIBERATE IMPACT NAVE THE BASE COAT � e.,,yFa.a m.P,gm,wp,Pm�mww.m„w,mb.a. p emv.mn.Rnw.ur.a.w a.mmb0erywamwRmw,.P. aw.muvmemrw.a,w a•nn wrM•aa.•m.r.^.u,.- FLANGES OF WINDOW ,m,,,. m„yy6A„m2. APPLY A PIECE OF 240 MM 191/2"I X 300 MM avyu°y m•PmW aww P°r••mel a.m,Rm.>.mro.a. mtulay.a raPn P�Hm uw a.n.mum.Wpm mmawr „b„l„yam,l„P,q,a wa,nmam^.Ww°rw.almu REINFORCED WITH PANZER*MESH PRIOR TO mabwama mrmrmq.a.U.y.pgan,aryq,MR,Re,w (12") DETAIL REINFORCING MESH DIAGONALLY nme.ua0,mm.,mmawnor•mna•.wr FUMI•n1Y-alV• 9 a°..nn Nm.m°R.,r.wmnn. rmr a.mlmrwl.amw^w a°-rm°pmm o,yar.".,••ar.Tm.-mxm wdm banner aP..Mm o° Dnmr.,-may mmawm„13• ma,•rgr AT EACH CORNER. mb,n.,roamrnnPlPhx uo°r.a,amrur•n'+•.I.nmw G ,.nmm0,ud c°^m o-rnlmnw•s<°n...m.,,,w,.�l wxwu rvxr..r wao,ynnwn•]vu w.•e.,,m,.°mr STANDARD-OR STANDARD PLUS"MESH. ..ruw,m.W,mo,ytmbm.pv Nsn m,mm,.w„1 'w•°Irvu'•e.^•^bna'a•wio•wW10 W^P• a YLIWInWI Cmma Pry.11bll,n•pulNn b,•Tat,•mnl (l: LOCATION OF HIGH IMPACT ZONES SHOULD BE '^"m" ,.,y°,• LE V V INDICATED ON CONTRACT DRAWINGS `/•�l1 (y-___� MPIt°VEn er: REV: MTS: ry ♦ I �® r OVF➢BV REV °.. vd ry ♦ I �O ei)a NPI( OVFD.Y: REV, RE ` J rw I �® ill r�v I 0 fly P @/W _n Y_ Ap9r pYN1 MPRnOVE BV” r]EV ]1I4Y01 •• ' e,qr Pral me . snrrPl ,ml P,r.0 me . s/uml d: ” Oryvit Drainage PflRn __ O Q Trackm 0 EPS INSULATION BOARD t- - — DRYVIT APPROVED WASHER - ----�,• ' , 9 WITH CORROSION RESISTANT / W FASTENER DRYVIT FINISH CODE APPROVED SECONDARY Cf) J Z 13 MM (1m1 MIN, I BARRIER, BY OTHERS - Z tel--r/ BY O�THEPSOBARRIEA, � - - FRAMING � SECONDARY B MAT -(� ' ' SUBSTRATE Y -(�1� < s. - DRYVIT REINFORCING MESH AND ORAINAG MAT EMBEDDED IN KING BASE COAT W EPS INSULATION BOARD SUBSTRATE - LAPPEED INNTO TRACH !", _ DRYVIT APPROVED WASHER ', 4 DRYVIT APPROVED WASHED DRYVIT DRAINAGE MAT WITH CORROSION RESISTANT DRYVIT DRAINAGE MAT •`-��� WITH CORROSION RESISTANT _ - FASTENERFASTEN - x REINFORCING MESH I �-1`J DRYVITEREINFORCING MESH CODE APPROVED SECONDARY _ _ __ DRYVIT DRAINAGE MAT z hMBFEDOED IN GENESIS / - EMBEDDED IN GENESISm I' ARRIER, BY OTHERS AS CCOAT / BASE COAT �- 1 EPS INSULATION BOARD SEE NOTE 3 DRYVIT FINISH k— 1 1 1 i� DRYVIT FINISH - - e . . CODE APPROVED J�/ DRYVIT DRAINAGE MAT 1 DRYVIT ND BREAKER, SEALANT - - _- - WOOD DECK BOARDS ( WITH BONG BREAKER, BY OTHERS _ //---- SEE NOTE 3 )-/ SECONDARY BARRIER, )-. 50 MM 12"1 MIN. / BY OTHERS _ CORRASION RESISTANT SCREW' f/ rYDRYVIT COMPATIBLE SEALANT WITH I CORROSION RESISTANT SLEEVE / 1 - w / CLOSED CELL BACKER P00, BY OTHERS _ FLASHING NO 1, BY OTHERS, \ ` EXTEND UP BEHIND EPS - - 1 O SHUTTER INSOLATION 76 MM 131 200 MM IB 1 MIN - - _ _ DRYVIT REINFORCING MESH (SEE NOTE 21 / DED IN GENESISO ) ' WOOD SUPPORT STRIP Q 19 MM l3/4"I MIN /-y DRYVIT FINISH r SEE NOTE 2 - ahafly '- it - FLASHING N0, 2, BY OTHERS, W000 DECK FRAMING DRYVIT DEMANDITm OR COLOR PRIMI ON SURFACES) EXTEND UP BEHIND FLASHING N0. 1 Q TO RECEIVE SEALANT 16 MM 13"1 MIN. r> L 200E 189 MIN } I [SEE NOTE 21 __- DOWNSPOUT 1 ] WRAP DRYVIT OETAILM MESH 50 M i DRAINAGE TRACK OPTION 0' DRYAPPROVED ASHER (Y'1 MIN AT BACKSIDE OF EPS VIT WO WITH TNORROSION RESISTANT / DRAINAGE T LAPPED AND DOWNSPOUT STRAP a / FASTS ER �> ti J.- DRAINAGE MAT LAPPED - LZC1 DRYVIT DRAINAGE MAT SUBSTRATE I' �� J INTO VINYL DRAINAGE TRACK M51 MIN. - Fu / \ SUBSTRATE V / `'-:( FLASHING NO. 3, 65 MM (2-1/2"1 MIN, IY -- - \ CODE APPROVED VINYL DRAINAGE TRACK - - -_- - EPS INSULATION BOARD - DRYVIT COMPATIBLE SEALANT BY OTHERS, BEHIND SECONDARY BARRIER, I �, y `� BETWEEN SYSTEM AND STRAP \ _ BY OTHERS >~ __ l FLASHING NO. 2 76 DRYVIT COMPATIBLE SEALA T EPS INSULATION BOARD ) - \ .+� MM (3"1 MIN -- q CORROSION RESISTANT WITH BOND BREAKER BY OTHERS SCREW AND SLEEVE l f m _ REINFORCING MESH EMBEDDED I < - - WRAP DRYVIT DETAILe MESH 50 MM �� ""A+ +• o SEE NOTE 3 _.. IN GENESIS BASE COAT - 121 °- MIN T AKS F P o . A B C IDE O EPS BOARD N - 6 '4P M MUST OVERLAP 200 MM 10"1 MIN ------ -J- �'J-' - / i J - - - SUBSTRATE 1 SEE ABOVE AND NOTE 2 - - CODE APPROVED SECONDARY. 4,F m ° - •.-1 - Duwn4R / BARRIER, BY OTHERS, OVER ` 4C �•1 SUBSTRATE - N �t5� Residential-MD® Inside/Outside Comers Residential-MD m Expansion Joint At Floor Line Residential-MShutter And Downspout Attachment Residential- Wood Framed Deck-Cross Section OfipEMi ..+ NOTE, m,mANaw,rnPvwnamma•Wn am.PammmPP• NOTE: Tm.m,xmm.emm..mri.naewP,lem.Rq.a alw u. m•rra,umn,.mrmmq.m arpnamPam m. NOTE: m..ea . LL 1, DRYVIY'RECOMMENOS THAT GROUND 2, DOUBLE WRAP CORNERS WITH onw P'wlmmm.,r,°^aayaenpyRrawPR 1. DRYVIT RECOMMENDS THAT GROUND 2. GAP SHEATHING TO ALLOW FOR CROSS- u,rm P,°aunrmwnynmabOraPN.a.awP1 NOTES: - n-y,]rPoe,ra.nr,r�..wiryawpgm'.q.gn 1 THESE DETAILS DO NOT APPLY 4. IF OPTIONAL VINYL TRACK IS USED, "olnuPGmr °,e y alrmwl� N C7Y: FLOOR APPLICATIONS AND ALL FACADES REINFORCING MESH OR CORNER P°-"0^a ex•Y"•^'•141'!-"a+'x1tl1ba'm'^a'm io°""° FLOOR APPLICATIONS AND ALL FACADES GRAIN SHRINKAGE OF THE FLOOR JOISTS amrob^m rn.r•mm•m�sm^gMwu'perouYar,Paa•••"a aeyyvuY NI•r+.-'^°rl-m'DARY BARRIERD6'vmmmw wlmmP�•^+ TO CANTILEVERED DECKS BACK OF EPS WILL NEED TO BE NOTCHED. r•0I"am,v'sur""p!•Iq"P'y`a^w]Vw u'Pma•••'a - 1-� m a.mw•m.a.wP.nmxammw��ua•rcr EXPOSED TO ABNORMAL STRESS, HIGH OFFSET SYSTEM EXPANSION JOINT APPROx- T,ay�a y°M;�,y' yrii4,1,°',1Oa'"P401y 1 AND DCODE RAINAGE MATROVED �MNY @E REPLACED .mMa �m��Hvraa.u:-a[� w- ma.arm° Iwix�' ie,�wL, ncy `J'r 'I"' a EXPOSED TO ABNORMAL STRESS, HIGH MESH. 00 NOT LAP MESH WITHIN °ryal•p.tllury mmry A q prlMq CANTILEVERED DECKS REQUIRE TO ACCOMMODATE THE DRAINAGE MAT Ryal,P,amwy ,,,y M m, TRAFFIC, OR DELIBERATE IMPACT HAVE THE 200 MM 18") OF THE CORNER. Pu.aar.m m,w w+wm••.a.W.ewne'^unnm,n.w+P TRAFFIC, OR DELIBERATE IMPACT HAVE THE IMATELY 25 MM J11 BELOW SHEATHING GAP.mmu.rwm,m..am,x,,.,a..y,,aPu.mgawmd,mP WITH OUPONT'S TYVENm STUCCOWRAPm, ; tl11a'-"'a^'W'ma'^'tl'^^a"'•^•"P"n^ ai°"^•eP JOB SPECIFIC FLASHING DETAILS. AND SECONDARY BARRIER, wF a•w mbbmrrm,a,.m,..ar b^,.yvwrnPa.ylronanP' HECKED 'QY: ' o BASE COAT REINFORCED WITH PANZEPm, 3. DESIGNER SHALL DETERMINE THE a mrvFq.•rbr a�^Maa.maa•.m'ma ,m,mrora• BASE COAT REINFORCED WITH PANZER0 3 CODE APPROVED SECONDARY BARRIER d� °'° �',"O -°-""•"',ry„`,m, (REFER TO R-MO 0.0.021 °%I'°'b"0'°I' 'b°°°'ob•"n' '�'mro 2, WHEN FLASHING NUMBER 3 IS IN PLACE, S.CODE APPROVED SECONDARY BARRIER a•^rP°L'+TM•P°K'awq^ha"'bm^mn'+'••.m4•a• MESH PRIER TO STANDARD' OR STANDARD ,NEED-FOR AN EXPANSION JOINT mnr,ama mrunnRl.e u..a.M1m•mnppyquhW:,laimr MESH PRIOR TO STANDARD" OR STANDARD AND DRAINAGE MAT MAY BE REPLACED Le.a,In.er>wpgm.u..a.n,mm„ys .e.mll mbrwmw�l mmpPlra,.m.,I.YMmiy- Nam• EPS WILL NEED TD BE PREWRAPPED AND DRAINAGE MAT'MAY BE REPLACEp a°'�'"ar"`-'-0dvr'b"itlm"�igitlu°"1'e,"w" - M,A.S, m PLUS' MESH. LOCATION OF HIGH IMPACT m, a 46ra nrYaaln dPMa 1]na•n,rm-,rypw,w,naryu - N PLUS MESH, LOCATION OF HIGH IJ1PACi AT CORNERS, aP••„olaawpYx.wumry.mmmim,elmmmwr' WITH OUPDNT'S TYVEKm STUCCONRAP .n•mrmw Pym,-Rmr mmMmmnuMama.rp aa.,mwwnR.mmnmq.Twa.rim.,ppam a'mw WITH BASE COAT AND MESH. WITH DUPONT'S TYVEKm STUCCOWRAP malaa°wdrmrrvgmN 'm•a^WmNbHalRawR DATE: ZONES SHOULD BE INDICATED ON 4.-CODE APPROVED SECONDARY BARRIER ,man,•uv.cama°ymm mn•.ym pmwmsl,-m ZONES SHOULD BE INDICATED ON (REFER TO R-MO 0 D.021 "]x'°""°"'c°'"'°°'ynlm["'°]°°b'"'e""'°'1"m"r "lu,w^'wm.a°^I.°°°'rtmin"^s""R•"'e°"'°m""^I (REFER TO R-MO 0.0.02) "Ir'°a'ea'�°a'1'a°rr"!s^m•in w"m+"•'^wr..m 1212!2102 2/ `Z3/ fl2 CONTRACT-DRAWINGS. . AND DRAINAGE MAT MAY BE REPLACED -"I°"' CONTRACT DRAWINGS °-mry - vmloi 3 REFER TO A-MO 0026 FOR rV DECK CUTAWAY DETAIL - WITH DUPONT'S TYVEKO STUCCOWRAP. ., PROJEC(REFER TOR-M000.O2I d'r�- II .�.®. d ryvi ®, d ryvffe 3 dryvi`,.117 . E f " V N " Y' REv • Re rmv a MPR.. REV a ovEna � REv. oe DRA 1 O FILE j ,nn Pym m( 1 5/Nrm anal coral ry.]r { snuot •� eRa orvm m[ t vu/bs oWn orym mr t smml -,•,� - WIN 'TITL :. - m DRAWING.w 3 A�- 1 FLASHING N0. 2, - END JOIST BY OTHERS n ,\\ \ BY OTHERS RESIIMD' SYSTEM Z Z,. �4 ROOF ASSEMBLY 1 1 4�� �y �'- ' � � DRYVIT FINISH DRYVIT COMPATIBLEI � ROOF SHINGLES ^ SEALANT WITH 1 I DRYVIT REINFORCING BOND BREAKER, I " .'.,,' ,' `-'� ��' ' - -_— _ _ MESH EMBEDDED IN - BY OTHERS A �.� �,-� - -�> �� �_� BASE COAT - " - \\ \ ROOFING PAPER I �� APPROVED FASTENERS SUBSTIkAtE EPS INSULATION COQp APPgbVE0 SEC Opo BARRIER, SUBSTRATE — BY OTHERS; I ORYVIT COMPATIBLE SEALANT X I 1 WITH CLOSED CELL BACKER r ` FLASHING Np. 1,� A ROD, BY OTHERS BY OTHERS A 1 DRIP EDGE FLASHING TURNED DOWN I �\ I \e MAT NOR STUCCO WRAPY LAPPED BE — 'R L4. OVER ENO JOIST a 1 - -__ - ___— ___ _. _ -.__- _ __ _ __ _ __ WOOD TRIM BOARD ART\T p 1"OI M OVER TRACK a� Iy'I f-- i ,. SEALANT ARCMITEC FURE \ B Tt 13 MM 11/TI MIN / _ _ _ 1,59 BrWd"y(RI 110) 0 HIN' I, DRYVIT DRAINAGE TRACK WRAP DRYVIT AETAILm MESH DRYVIT OEMANDITm OR _ COLOR PRIME*" ON SURFACE(S) � J� - --------------- / � AmNyrllle,NY 11701 FLASHING N0. 3, TO RECEIVE SEALANT - \_ 50 MM 12"1 MIN. AT - _ WRAP I MINRATIT DETAI®OFESH 50 MM ��� -- -__ 3 EA 11/E"I Y MM Ii/2'1 MW.AC $ In��N .1-ZN•Bles BY OTHERS J / COMPATIBLE SEALANT W/ BONG \ K IDE OF EPS '891-49Aa180. FAxss \ ) -` BREAKER B OTHERS '\ Em1A:eem mm \ - \ DRYVIT APPROVED WASHER SPACER BLOCK 13 THESE PLANA ARE aea WITH CORROSION RESISTANT WRAP DRYVIT DETAIL"11ESH FASTENER DRYVIT DEMANDITO OR ],J 38 MM M-1/21 MIN, " wsTRUMENT OF SERVICE WOOD BECK BOARD \ 'e ')- 50 MM (2'T MIN, AT COLOR PRIME- ON � I � � � � ' ORYVIT FINISH UNDERSIDE OF EPS SURFACEIS) TO RECEIVE - : AND OR THE PROPORTY SEALANT PpRYVIT COMPATIBLE SgALANT OF,THE ARCHITECT y- DRYVIT REINFORCING.MESH DRYVIT COMPATIBLE WITM BpNO BREAKER, 9Y OTHERS EMBEDDED IN GENESISm EPS INSULATION SEALANT WITH CLOSED - INFRINGEMENTS VVILi '-" FRAMING / BASE COAT CELL BACKER R00, ` �'�- T ' OPYVff PROVEN WASHER 1 _�_ '1 WITH O OSION ESISIANT 'ee PRo$E'CUTEo. ,.\ 1 DRYVIT REINFORCING - BY OTHERS C gp EPS INSULATION BOARD LI FASTENER - I i �,�,_ MESH EMBEDDED. �11,1T GABLE ENO RAFTER T "-\ }t' PRYVIT DRAINAGE MAT BASE COAT ( _ EPS INSULATION BOARD SUBSTRATE J.- DRYVIT DRAINAGE MAT - - CODE APPROVED DRYVIT FINISH DRYVIT OEMANOIT'OR COLOR PRIME' ppppyyyylI pp��NII _ BY OTHERS BARRIER, ON SURFACES TO RECEIVE SEALANT EMBEOOEOEIINFGENIESI HEIM SECTION A-A BASE COAT DRYVIT FINISH Residential-MD" Wood Framed Deck - Cut Away Residential-MD' Soffit Termination Residential-MD® Soffit- Insulated Residential-MDO Gable End With Wood Trim NOTE- NOTE: - - m.w,nw,n,..em.•�ra•me.lwawo,am,slr,yw rn.,wlsw,.,.ya..lrq,m wq^awe .w m.almuw.,xgn..n^awa+w am.plol.euwew -1 THESE DETAILS Op NOT APPLY unbPaaw.Mwre•aa,e"Nvawa,a.nsa.•gn NOTES °ynp,"auml.wl..w,,.muyawwa•a.auyr 1. DRYVIT RECOMMENDS THAT GROUND FLOOR 2-LIGHTLY SAND SURFACES OF TRACK TO °iI'^eiotl1G1'""-e°""0°b/a0''o10Ii4''O-q" NOTE: m..,aal.mrt ww+ro.aewgnaw.rq.aw,gw TO CANTILEVERED DECKS. 1•awar An ma^.mwlo�whrnaWwNw We..me gobWmW.NI„/W„•mwxm„avammwlwbrwma•.ma aa-•w^.I.u.r+•r•m,•xm^vyemmarwwrvaa••.m Mworwm,l,wr•,wn+earvalwaa•a.°rtgl, a,w.w m.aan Lar a.malammm^•^awmr.-mly LIEBE APPROVED SECONDARY BARRIER - mm.r°..ml.a.uul.mrl.,.nll,ao-„war,.m eaa..-mlv APPLICATIONS AND ALL FACADES EXPOSED MAXIMIZE ADHESION, mlw,>.mydwll.nre•^•�.I trn rr,.n..Iid mwv 1 FOR RAKE WITH OVERHANG 2. CODE APPROVED SECONDARY BARRIER erta.arw.ul•Pum,lmwmml,lrwn ml malaeme...m - CANTILEVERED DECKS REQUIRE wdyar.a.rbe.ry•aedem"my nwlxrxww,wa wmyal.aeawnv aLaw.mvo.wp'Iuww.a TO ABNOpMAI STRESS, HIGH TPAFFIC, OR - ma mva.w,bllra.a.Im..mrwar r^rw wra REFER TO R-MO 00.20 AND DRAINAGE MAT MAY BE REPLACED •:•^°'^I•'n°•ax.^I,x^'."`walm.weam'mwla.,.>.wr AND DRAINAGE MAT MAY BE REPLACED w,a rwlw.o.•m-oya„aam,mye•sluyn Iia JOB SPECIFIC FLASHING DETAILS. ml.a°WmaM w.raAl fow.Naw.wwlr+arbawbw.,,.Ma wa.mrma nrw.rq,Ir.w.,a.Wn,upuwnrawwwn.lw,lo N.°wlwau.w,vm.•aryr'.^yr.•rugwwnml•,rly WITH DUPONT'S TYVEKm STUCCOWRAP-, ” a.mPq.a.m•w.pn°.rgnpr.r.ww,.la•r",I,,...mmw WITH DUPONT'S TYVEKm STUCCOWRAPr". _ .prq.aa.NP, ,min DELIBERATE IMPACT HAVE THE BASE COAT ol.rn wa.am.wa•ae-p,pmr...w,aaa.ma w,min.a. N.amwpwu^mum,n,a..q^,.Irylrrvlpa.orbnn.xp Y 1. REFER TO R-MD 0.0.25 FOR ,e,o.Nm waamwa•w w•mlcaa,.o-y.marwlx.Nrmuw (REFER TO R-HD 00.02) awew,,.a.wrm•eulw.n,,,aa„alr.waa.a.wn•uw REINFORCED WITH PANZER'MESH PRIOR TO +m^la^.Rn•wrNl.ema•nmewvywlwl.,,l•Ir••InN. (REFER TO R-MO 0.0,021 m•rn w^Na m•wWwunva-•wma.bm,uw.,uar O DECK CROSS SECTION DETAIL. a".a.ababwp•I.a.u..a.n.,m^.uv•wr..ama.r - I.an.,,e.e mrw Prq.u.ur°I•n.,m^,ury.ww^ra•w .wrwll.°awe,q.x u-a.vm,vy.mrml.aa.w , a•a.um..e,.m•rN•arurar•mwe,,.ovwlw.m.lenyu.. �' a^..waa.wwbm.,..mar.mi.awea•bp.mw^m a-.wr.w'.I.I r.w.,r.rm ml.anel..aq'.aaw,q. STCATION OF STANDARD PLUS'"MESH e°.•mmad.awrvay.w,wwr.msa•wbmNwmwrw. baamlba rawaMr.uw a.rvxrq„wr«var,d•waA1 r vaaWl�cmaao,Ywml",uw)••,luw m.mm l..m wwwn r,ak.tmma°,rmma.,,w prn.wwn,..rmc«n LOCATION OF HIGH IMPACT ZONES SHOULD BE ,a'1'^'4^o'1-c^m.otpyn r.w„•w.l`•r'u+'I`mw4•m °-•^atwlnbaa+•m•^nb.ml.a.all•wN.aaaay. � ', Yiwul,blb.GM^I ObMr b Nwe ' wnbn w•11,. Whn Stt NwwmntlrMY1M1 '. 'r f j., 1/1 WDICATEO'ON CONTRACT DRAWINGS ' we•w w 0 dryi�® dr vi a dryyi+® d ryvl — ovn RYrll s o •4nn or9n Crvn w'•W°VEOMv ^/.lE vm ar' xat•. w ^ y rsan° er w,E y r n¢ 4 sm or e9M NPl1 NA[ t 5/I4/% e199e WYr1r n4[ 4 5/14/w ROOF DIVERTER 700' \ O W CODE APPROVED SECONDARY 15p rM 10' /` BARRIER, BY OTHERS_ 16 p MF1 _ L DRYVIT DRAINAGE MAT 3172"IM l TERMINAL RAIN CAP Y• ,. '� 15?6-T) - - SUBSTRATE - METAL FLASHING BY OTHERS - /� 1 - _ _ DRYVIT REINFORCING MESH - (SEE NOTE 41 - / SUBSTRATE _ "EMBEDDED IN BASE COAT � f ) EPS INSULATION BOARD _ V J w DRYVIT FINISH DRYVIT 1 MIN STEP FLASH D METAL - ; MM 12 SHINGLES AND METAL _ COMPATIBLE 50 ROOF SHINGLES SEAL BETWEEN METAL CAP FLASHING. Sf ANT AND DRYVIT SYSTEM USING < i BY HER y- DRYVIT COMPATIBLE �� VARIES +- rJ ROOFING PAPER SEALANT WITH BOND \� / SOFFIT VENT BY OTHERS - Q - •�h (SEE NOTE 31 BREAKER, BY OTHERS ,y . .,'i' - A - - �- f 7• - r DRYVIT DRAINAGE MAT \ i I IJ1 CRICKET FLASHING DRYVIT ADHESIVE * I •�� / � CODE APPROVED - I� - _ - SUBSTRATE _ SECONDARY BARRIER, BY OTHERS _ - EPS INSULATION DflYVIT COMPATIBLE BRYVIT REINFORGNG MESH SEALANT, BY OTHERS 1 �) a )�� -r EMBEDDED IN BASE COAT ZT -�-•— _ -- -- --_ DRYVIT FINISH SEE DIVERTED BY OTHERS - - -- - - , SEE DETAIL R-HD 00.J2I �\ VARIES, SOFFIT VENT BY OTHERS - .�/ .�` .� ROOFING SHINGLES •% �,\4. 50 MM (2"1 MIN. - - - CLEARANCE BETWEEN - m SOLDER ALL JOINTS �`; DRYVIT SYSTEM IN KICKOUT - - AND SHINGLES v DRIP EDGE FASCIA Residential-I Roof To Wall Flashing Residential-MDQ Chimney Enclosure Residential-MOs Soffit Vent a' NOTE: NDTE: - " ' 1. EXTEND KI KO T A MINIMUM 4. META1, FLASHINGS ARE 250 MM IID"I X 50 MM 1nin1'^"°0i•''"1'"""A°in4a"'ma^'^+i'a'rt"c'^' ^'••m`a•a"w•'w^••mcw°'.q^awpq.aurrou. TM•'d+lwu••.,y.,wn•^°°••Iwae+Pa•alnaow'°m* 4 " f pyma,mrnl.wwa°n•Idvballa a-Nn NOTE: °ynPwua•law l.-wbmvawNaNq'•arw 1, CAULK ALL VENT JOINTS AND ENDS. PONrorwnwrnllpawpgn'•a.q^.ml�lm.l.ul - ppFF 25 MM 1")'BEYOND FACE. 2" Ltl GER THAN THE EXPOSED PORTION OF arw•p-I.Nmr,.m„1-,,,py `y xny ma,.ne y,yd.,n„wM�„yp,.mlgmyuNlp me:,w - b l•„r.mylymnyry,4nlarllryp,aaa.•.a.mala.m• N' HY: P� rn 'OF SYSTEM. ''• H� R IMG SH{IGLE AND ARE BENT IN HALF maoa.ma aramram..I amm.larwwlNwy 1. USE OF EPS INSULATION IS NOT 2.CODE APPROVED SECONDARY BARRIER amas'IwNrl.Ara•-wlawm•e^nwwamw-b - - a.rx.Ma+-aNaa+an•"awlab,wmy w°ymr J f z TTT gL �pq POR W'0125 MM IS") LEGS. ALTHOUGH ,^a ayp, Mal.w",.mylwtr/n.w u•.a .,,a mynl.rrnwral•wb..mlwwna.u•.a yaH-or+lra•IT+mrl+llnmrwu.a wewmeaw - 2. KICNDUT IVER7ER TO BE.MAOE NGT SHOWN METAL FLS N S ARE STEP FLASHED RE[OMMENDEO ON MASONRY ANO DRAINAGE MAT MAY BE flEPLA(ED - I$ 1 'm'aaww•'m'w"'°mn'°°'I°"'"y"'x'o°•"""''""'n'" CHIMNEYS WITH OUPONT'S TYVEKO STUCCOWRAPTM 'm'°°rwb`w"rwa".'°'q^"q,w.ru°"m.'-'°,p •r+wa'n•°ro^•a'M"••+.°a"'Im,.'rve CKED EII o FROM CON OSION RESISTANT INTERWOVEN).WITH ROOFING SHINGLES. dmrm+"+.m•wq•aw•q^w^Iw•w.laaww•.bN,a. mmv plgw.m.plq.aarwcr.rwww dwmum.,In x.r. - - Pq•garwauw�ala.l•rriI Inw,p•d" 0.l,w,•m•r MATERIAL MIN. 24 GAGE. awm,,w.urwaew m•m,wwlyplvwa•rm.m. (REFER TO R-MD 0,0021 s^mmn,+w14N•arI^r.mmm•erwl+nl,m•.•n,rw '^a°'b'a'w'rs"°y'a'Ir"'r•Ir"'al^I.°w"w'°r°r'I" - M,A,�j, 1 S,CODE APPROVED SECONDARY BARRIER 4°er,r•eerwp•y.u..a.naearwyp,v..wnarll vM..r•ep N.rmea.b•.a•n.ro„•p.ga„a.na.r 1•aa. V-a•".,mawyyrwv.laar ea-„•Iraal.°ryar. a 3. EXTEND ROOFING PAPER 127 MM ' AND DRAINAGE MAT MAY BE REPLACED am.rmlwln larw'.wmmn Ta.a.rpwaraowa. a•-,exw.m arar,rw^.^b Tm.Nrl.mb.abm.r,m - x+l,mb. xel•°wl aneWbw,a.rMnnal-.rm,ba°ryw - - - DATE _ - ((5"1 MIN. UP VERTICAL Wpll WITH DUPONT'S TYVEKm STUCCOWRAP'". wow laly.cmma°rriemw+w rwn;wwmwr-w ' wwwmnw.wnap lHymmauwrouluwwmewr.wa ” �7 / e7 bYulnp,pwwr,oaronlw,W BENINp.METAL FLASHING:- (REFER,TO A-110 0.0,021 '"•a" " fG� ��/ QG PI 77 m d r v ® 32084 d r. ♦ I �® Ar �oev. alE: d ryvll® opn nriu - - Ara e°vmer: o w/w y - ,. D ING`F1L E . X6011 P-xyll, NA[ 4' S/Y/11 �� y •IHe kYvll MAI 4 - - . DRAWING I s j I � j j 45 ' I j � oii 1 I ca In pp ❑❑ T l[ ^ ^ 0 t' 9 A R L� F 1)R M F R O N T Y R D high deck ARCHITECTURE: - - I 159 Eragdwgy (Roulr; 170) e' Amltpole, NY 117,01 j PROPOSED RENOVATION AREA I ! - 631-264-6181 FAX 631-264-9159 j (HATCHED) Iz �'� t" 9-mail: gdmmOgrtorcqrm,qom EXISTING HOUSE W/ \ NEW ALTERATIONS f ADDITIONS ga THESE PLANE AF:E-AN (SEE ATTACHED PLANS) - I� - I i � a ' INSTRUMENT OF eEItViCE I ,b' J AND OR THE PROPERTY 1 OF THE ARCHITECT rlZ7 1 ' INFRINGEMENTS WILL I - L Et 'PROSECT}T II N Sj railings til ,--roof-line above - - - - -ra -- j I s'` elev. -41 �p�pg p WALKWAYE DECK wide p - EXISTING e ev. / 0 , A DEGK landscaping 1 -. __ I high deck i p 9 j - \ A j I v - ` Pe o!('vel ; — _ 1 I i, `/ • Jc;— —'-� \ 1 w. j n 21 I 1 i II ' � elev. 4 I 11 I I � I II � 1 I I 1 . 1 1 I 1 - Y I Ia j I i I o k I I c I 1 1 I I N - I I IIi i / 1 1 EppXISTINGCC��g3ggg � 1 I I ' Jv A A '✓ �� _. � j — — x.oPOSEDjiaxla GAZEBO (�O�ALEYEL) DECK elev A i poof levet I 1 divingd 4112, f boa ��e�e floor, . rr . m :w EXJ6 1 POOL RELOCATED I� EXIST'G P d' b \ / W 6`-0" MIN. I . 1 jX I . . q g I EXISTING ! - 1 j POOL ACCESS DECK jrPca LEYC11 elev. -4 - I — . . , U) PARS w SI TE PL AN PRPOSED GAZEBO ANS ACCESS DECKS ailings O L1. elev 4 M pool level - - 121 LL. 1 ' Q Q >. - exist diving board . _ 1 Y 9 9 1 : 1 � I — — - - - O _Match Patio w/ paver material Q to match existingf as per owner. 1 PART DETAIL PLAN LN x= ti GAZEBO WITH ATTACHED DECKN 13Y: a a pAl. ' x - ✓; p 221 O�5 o _ _ PROJECT f, Io20,4 DRAWING TnL : ._. . d?�CK PLAN & VLef I�5 . •DRAWING N A- !3 m i. Cull,, HOMESTEAD W A EXISTING 7 l cuRe CUT 1 100 . 0 ' -- — — "Qm'<.;t:. -------------------- ---------- ---- -- ----------( :'•' ' ; 'I :rar.?;°"i;, EXISTING LAWN { - - I };,!�i^,:"•, SED CIRCULAR MODIFICATION ;j a _ ff 1 f .� T•',S" ASPHALT DRIVE(SHADED) LINE SLI j A R T(J J M V ?4 ARCHITECTURE- ' h r .•rn 159 Broadway (Route 110) 'w • .1 N Amityville, NY 11701 a,i. . :•; r. na, - 1 I 831-28478191 FAX 831-284-8109 "`F''i,'"; "..i: "I `•{ E-moll; adminmartofforrn.com •..1'r' .:S-. (cN:]ti.r E X 15 T N G LAWN (p�� • Z` r 2'• '; •.1•�` ;"l w -^+, \,�\, THESE PLANS ARC AN —s •�: ,•, INSTRUMENT OF SERVICE \ I _ AND OR THE PROPERTY N i LINE OF EXISTING CANTILEVER INF THE ARCHITECT INFRINGEMENTS WILL ESE aRosecurFo. v 1 1635' - 52.4' = _ ISO` 5 ' � ./- I6'-4u F'ROP. SIDEYARD - ;PROPOSE`D;,'rXTENpED ROOF i "' - I (HATCHED)' I ' �� -� EXISTING 2 STORY FRAME 41 " % aycE GUI E1N I FAMILY RESIDENCE i Z 43.T 1635' I - 14 I� " j o i PROPOSED WOOD DECK EXISTING WOOD DECK w I PROPOSED GAZE90 W.. PROP. SIDEYARD i y ti w 75 uuJ" � j cn U =c1 �,_ - EXISTING POOL z EXISTING POOL SEMI'-INGROUND FILTER UNIT ENCLOSED ''F::;a..:.••ii ® q_.- q W/WOOD FENCE - W j --- -- ` ,;j S , r eq CS) �!e`�I EXISTING WOOD DECK I ----- — — — 4150' U 0 =j SITE INFOR MATION � > ALL SITE INFORMATION TAKEN FROM SURVEY PREPARED BY 4 rd DONACK ASSOCIATES 313 WEST MAIN STREET RIVERHEAp NEW YORK ILI u 631 ) 369- 1111 l 212 ) 146 - 3020 - w SURVEY DATED : SEPTEMBER 24, 1984 a j j LH SUFFOLK COUNTY TAX MAP " 1000 - 040 - 02 - 21 PROPERTY ZONED = RESIDENCE R-40 (under I acre) LOT SIZE = 100' x 200' = 20,000 sf E,X 16 T I N G '{. AWN i MAX. LOT COVEREAGE = 209' x 20,000 sf = 4,000 5f j FRONT YARD - 40 Feet �I j SIDE YARDS: TOTAL SETBACK REQ'D 35' MINIMUM I 15p-0" MIN. ONE SIDE NEAP TOTAL SIDE YARD PROVIDED : 3V' ou �I � � � � � �� I therefore VARIANCE REQUIRED FOR N BY: per' AN AGGREGATE SIDE YARD PROVIDED CHECKED HY: SITE IMPROVEMENTS i SCALE t, I" = 10' - 0" I REAR YARD - 50 feet Nl,f\_i_ DATE:, LOT COVERAGE CALCULATIONS: B/ 26 / Off' EXISTING DWELLING = 1860 sf PROJECT : =— EXISTING POOL AND DECKS = 2128 sF D me FlL� O(�/� (plus) PROPOSED DECK t 6AZE50 (area) = 291 sf — T — — — ---------- I — — — — TOTAL SF. = 4219 sf 4000 sf permitted wl - — — — - I m 0 . m 511 17ETAll f'�f1N LOT COVERAGE PROPOSED 21% DRAWING 4 MAXIMUM COVERAGE REQ'D. 20% ( Variance Required ) A- 14 3 j