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Home My WebLink About39588-Z FO(,y' Town of Southold 10/26/2016 g P.O.Box 1179 a - �' ? 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38534 Date: 10/26/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2800 Bridge Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 85.-2-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/4/2014 pursuant to which Building Permit No. 39588 dated 3/17/2015 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: "as built"alterations and additions, including covered porch, to an existing one family dwelling as applied for per ZBA #6813, dated 12/18/2014. The certificate is issued to Mcguire,Francis&Kim,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39588 10/25/2016 PLUMBERS CERTIFICATION DATED Author,Author,Kd Signatur Mit t Town of Southold 10/26/2016 P.O.Box 1179 w 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38535 Date: 10/26/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2800 Bridge Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 85.-2-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/4/2014 pursuant to which Building Permit No. 39588 dated 3/17/2015 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: "as built"addition and alterations to an existing accessory garage as applied for per ZBA#6813 dated 12/18/2014. The certificate is issued to Mcguire,Francis&Kirn,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39588 4/19/2016 PLUMBERS CERTIFICATION DATED AuthorYved Signatur Offat�� Town of Southold 10/26/2016 P.O.Box 1179 W 53095 Main Rd �4s o'� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38536 Date: 10/26/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2800 Bridge Ln, Cutchogue SCTM#: 473889 -Sec/Block/Lot: 85.-2-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/4/2014 pursuant to which Building Permit No. 39588 dated 3/17/2015 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: "as built"pool house addition to an existing accessory barn as applied for per ZBA#6813, dated 12/18/2014. The certificate is issued to Mcguire,Francis&Kim,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39588 10/25/2016 PLUMBERS CERTIFICATION DATED Autho ' ed Signatur ��4gtlFF0(,�Co Town of Southold 10/26/2016 a Gym P.O.Box 1179 53095 Main Rd ✓.�� 0�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38537 Date: 10/26/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 2800 Bridge Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 85.-2-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/4/2014 pursuant to which Building Permit No. 39588 dated 3/17/2015 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: "as built"non-habitable two story accessory storage building with stairs and carport as applied for. The certificate is issued to Mcguire,Francis&Kim,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A t ' razed Signa re �gtlFFO(,{�CO TOWN OF SOUTHOLD Sao ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE py . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39588 Date: 3/17/2015 Permission is hereby granted to: Mcguire, Francis & Kirn, Richard PO BOX 552 Cutchogue, NY 11935 To: As built additions and alterations to an existing single family dwelling; As built additions and alterations to an existing accessory garage and accessory barn (pool house); and as built construction of an accessory storage building as applied for per ZBA approval #6813 - 4 COs Required. At premises located at: 2800 Bridge Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 85.-2-3 Pursuant to application dated 3/9/2015 and approved by the Building Inspector. To expire on 9/15/2016. Fees: CO -ADDITIONS TO ACCESSORY BUILDINGS $50.00 CO -ACCESSORY BUILDING $50.00 Total: $3,861.60 Buildin Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,,streets, and unusual,natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 ' 4. Updated Certificate of Occupancy - $50.00 „ 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 New Construction: Old or Pre-existing Building: (check one) Location of Property: !'i House No. Street &61et Owner or Owners of Property: ; _ ra✓► i-�—i r Suffolk County Tax Map No 1000, Section Block Lot Subdivision O� (� Filed Map. Lot: Permit No. ,�/,�b 0 Date.of'Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate- Final Certificate: X (check one) Fee Submitted: $ l Applicant ignature *pF SO(/jy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A • 4ic roger.riche rt(cD-town.so utho Id.ny.us Southold,NY 11971-0959 ®lyc®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Francis McGuire Address: 2800 Bridge Lane City: Cutchogue St: New York Zip: 11935 Building Permit* 39588 Section: 85 Block- 2 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT' DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures 11 TVSS Other Equipment: "AS BUILT"- "ELECTRICAL SURVEY" - "NO VISUAL DEFECTS" Notes. Garage/Storage Building Inspector Signature: Date: April 19, 2016 Electrical 81 Compliance Form.xls pF SO(/��„®l Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 �l �® roger.riche rtCa�town.southoId.ny.us Southold,NY 11971-0959 C®UN`ri,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McGuire/Kirn Address: 2800 Bridge Lane City: Cutchogue St: New York Zip: 11935 Budding Permit t 39588 Section: 85 Block: 2 Lot- 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT" DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Certificate Includes Addition to Barn (Pool House) and Addition to Main House. *Pool House Includes; 2- Receptacles, 1- Switch, 5- High Hats, 1- Paddle Fan. Notes: *Main House Includes; 7- Receptacles, 4- Switches, 2- Wall Lights, 2- Ceiling Lights, 1- GFCI Recepticales, 2- Paddle Fans. Inspector Signature: Date: October 25, 2016 0-81-Cert Electrical Compliance Form.xls Of SO(Al nri';�-f AkAo cou (/T�� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION , - FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] F DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL,(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -C) � E V C DATE �7 �� INSPECTOR-4 "- •� �� 0�F SO(/ry . �o� olo coum, TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION'. [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ " FINAL [ ] FIREPLACE 6 CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REIIAARKS: � - �✓—_tom e DATE 9 INSPECTOR SO(/T�,ol � o cOUNiV,� - TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 - -INSPECTION- [ ] FOUNDATIOWIST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ k-riNAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: ' DATE D7 ° �G INSPECTOR ` i oF so�ryolo Va c0UN1`I,� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Yscu �> g �� - . DATE `�' INSPECTOR OF SO(/Tyo! � o • yo �OUM'1,0c� ' 6. TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION- . , [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATIO [ ] FRAMING /STRAPPING [ NAL (/&- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 0,9 X0 INSPECTOR 2!� r SOUjyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE 16bS /6 INSPECTOR lam' fc f t o • • ^ r t f. • • f • r r AMMAWA W� �srifl • ft �I yilLPI".Wl—WAA — • f: f li— RjU � _ wg l � STATE ENERGY • r f � . %, � / '` r f • d • k' t, lam/' i - r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILOING;.DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health R 1 SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate l / AUG -4 2014 Storm-Water Assessment Form (� Contact: Approved ,20 BLDG - ail to: rC Disapproved a/c—jWf1— T SOUMOLD JJR tj-& r 7� Phone: &5j- 974 ' �j Z Expiration '20 spect APPLICATION FOR BUILDING PERMIT Date NqIL6T I 20A INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housin code,and regulatio , and to admit authorized inspectors on premises and in building for necessary inspections. i r 1 (Signature of appliddht or name,if a corporation) (Mailing ad&ess of appl' State whether applicant is owner, leesssee agent, architect, engineer, general contractor, electrician,plumber or builder 0 V CL l&A, Name of owner of premises , I �l /(/12 _ � ��(� &talcl (As on the tax roll or latest deed) If applicant is a corporatioon,��ture of duly authorized officer A (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propsed work wi}be done: 00 �t-Q. House Number OStreet Hamlet County Tax Map No. 1000 Section Block 1�:?, Lot `j Subdivision Filed Map No. Lot \.t - ,.. 2. State existing use and occupancy of prey ices and intended use and occupancy of proposed construction: a. Existing use and occupancy �_d pAha-QL b. Intended use and occupancyt 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7Lk 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories j �J 9. Size of 1 5 . 7 1 G�kJ �t: Front j , � Rear x,33. 73 Depth � � � 7 B 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 1- 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO 14.Names of Owner of remises Alj'�h I r 41 Address �Nqu,0169-�Alq"wPhone No.XName of Architect Address hone No Name of Contractor I 410b , Address Phone No. 2 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO i✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 9 w�L being duly sworn, deposes and says that(s)he is the applicant (Naxne of individual signin contract)above named, MARIA MCKEOUGH Jc NOTARY PUBLIC-STATE OF NEW YORK (S)He is the C L 4 ontractor,Agent, Corporate Officer, etc.) Qualified In Suffolk County My Commission Expires April 15, 20 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this applic tion; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn.to before me this day of Z/ aez G Notary Public Signature f Applicant FORM NO.3 NOTICE OF DISAPPROVAL DATE: September 8,2014 TO: Keri Kazel,Architect(Kim/McGuire) PO Box 169 Speonk,NY 11972 Please take notice that your application dated August 1,2014 For permit for"as built"additions/alterations to accessory structures and to an existing single family dwelling at Location of property: 2800 Bridge Lane, Cutcho ug e,NY County Tax Map No. 1000- Section 85 Block 2 Lot 3 Is returned herewith and disapproved on the following grounds: The"as built"additions and alterations are not permitted pursuant to Article III, Section 280-14,which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the A-C,R-80, R-120,R-200 and R-400 Districts unless the same conforms to the Bulk Schedule and Parking Schedule." Pursuant to Bulk Schedule,the dwelling requires a single side yard setback of 20 feet.Following the"as built"addition to the single family dwelling,the dwelling has a single side yard setback of 6.7 feet. In addition,as a result of the"as built"addition to the dwelling,the"as built"converted barn(pool house)is not permitted pursuant to Article III, Section 280-15,which states, "In the Agricultural-Conservation District and Low-Density Residential R-80,R-120,R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The pool house is now located in the side yard. Furthermore,the"as built"additions and alterations to the existing garage are not permitted pursuant to Article XXIII, Section 280-122A.,which states, "Nothing in this article shall be deemed to prevent the alteration or enlargement of a nonconforming building containing a conforming use,provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings_" e existinQ 2a a e is non-conforming Article III Section 280-15 because it is located in the side ard '�e'o ne A. J7(> or' d-Sit 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. �C BOARD MEMBERS OF $o(/ Southold Town Hall Leslie Kanes Weisman,Chairperson o�� Ty�� 53095 Main Road-P.O.Box 1179 ti ® Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Homing mac►® ® �® 54375 Main Road(at Youngs Avenue) Kenneth SchneiderCOU Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALSfi; 2 TOWN OF SOUTHOLD C 11nE U Tel.(631)765-1809 -Fax(631)765-9064 FR[ DEC 2 6 2014 FINDINGS,DELIBERATIONS AND DETERMIVAT BLDG,DEPT. MEETING OF DECEMBER 18,2014 TOWN OF SOUTHOLD ZBA FILE: 6813 NAME OF APPLICANT: Frank McGuire PROPERTY LOCATION: 2800 Bridge Lane, Cutchogue,NY SCTM#1000-85-2-3 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 further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 31, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is located in the A-C zoned district and is conforming with 9.5 acres. The parcel contains the following improvements: one and a half story home with a covered porch, two accessory barns one with attached pool house, an accessory garage, an accessory in-ground swimming pool, accessory raised solar panels, and an accessory two story building with attached carport. It is an irregular shaped parcel with 108.00 feet of frontage on Bridge Lane, 1063.48 along the southern property lines, 665.43 feet along the western property lines and 758.33 feet along the northern property line as shown on the survey dated April 15, 2014 prepared by John T.Metzger,LS. BASIS OF APPLICATION: Request for Variances from Art. III, Sections 280-14 and 280-15 and Article XXIII Section 280-122A and the Building Inspector's September 8, 2014 Notice of Disapproval based upon an application for a building permit for "as built" additions and alternations to existing single family and accessory structures, at 1) (dwelling) less than the code required single side yard setback of 20 feet, 2) (pool house) location other than the rear yard, 3, (garage) location other than required rear yard. RELIEF REQUESTED: Applicant requests variances for `as built' additions to the existing dwelling with a single side yard setback of 6.7 feet where the code requires 20 feet. Due to the addition on the dwelling, it placed the accessory `as built' barn/pool house in the side yard where the code requires accessory structures to be located in the rear yard. The `as built' addition to the existing accessory garage is non-conforming because it is located in the side yard,where the code states no alterations that create new non-conformance. .r Page 2 of 3—December 18,2014 ZBA#6813—McGuire SCTM#1000-85-2-3 ADDITIONAL INFORMATION: The subject owner of the 9.5 acre parcel was represented at the hearing by an Architect, who indicated that the applicant is a collector of antiques, and that is the reason for all of the storage buildings existing and the new two story building with carport. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 4,2014 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The immediate neighborhood is comprised of older homes which lie on smaller one family building lots. The subject property is 9.5 acres in an AC District with significant screening around the entire parcel. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling and accessory buildings have existed in their current location since prior to zoning. The buildings are located on the property where any additions would require a variance. Moving them would be costly. The subject property was a prior farm with much natural screening from all property line locations. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 66% relief for the side yard setback and 100 % for accessory structures not permitted in the side yard. However, the property is well screened and the structures have existed without complaints since prior to zoning. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The applicant should have filed for a building permit and subsequent C of O for each addition or improvement made to the primary and accessory structures at this premises. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an improved dwelling and legal accessory structures 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 Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variances as applied for, and shown on the survey prepared by John T. Metzger, LS dated April 15, 2014 and the architectural drawings prepared by Keri Kazel,Architect dated June 23, 2014, sheets Al-A11. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when Page 3 of 3—December 18,2014 ZBA#6813—McGuire SCTM#1000-85-2-3 involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider, Dantes, Goehringer. (Absent was Member Horning) This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing /2014 Scott A. Russell : ,��°s� '� ST�O�][ 1\4WA\T]E1K SUPERVISORMANAGEMENT SOUTHOL53095 M Road-S 9 OUTHOLD,NEW YORK 11971 dol Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE (FOLLOWING: Yes No (CHECK ALL THAT APPLY) El A. Clearing, grubbing, grading or stripping of land which affects more than 5,000-square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards,of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new Or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. J District NAME: 11Z. 1. E(:47+ T 6t.. T L 8.6 _26_ l ukmol Section Block Lot 2 FOR BUILDING DEPARTMENT USE ONLY Contact Information ...-p—N—ba) Reviewed By: Date: Property Address /Location of Construction Work: ,— - - — — — — — — — — — — - --- _ : P Approved for processing�Building Permit. �- Stormwater Management Control Plan Not Required. A/ y Stormwater Management Control Plan i's Required.- (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 *pF SO(/r�Ql 0 Town Hall Annex 1f i [ Telephone(631)765-1802 54375 Main Road N ax(631)765- 5 P.O.Box 1179 G� • rogerAchert .own.soutfio95.ny.us Southold,NY 11971-0959 'rQ BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- ` �SU �� Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: G U I (2' *Address: �OG T✓a/2/ c�a=. Lj�i _ *Cross Street: �j�- � �� S 'Y *Phone No.: -7- C-3/ — `13 — 8 Permit No.: 5 Tax-Map District: 4000 Section:, Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I O -A<46- (Please Circle All That Apply) *Is job ready for inspection: ( ! NO Rough in Final *Do you need a Temp Certificate: YES O Temp Information(if needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhea kdditional Information: PAYMENT DUE WITH APPLICATION � � 1 82-Request for Inspection Form �� kvy,- C+ -,L1 q�Of SOUT,yol D Town Hall Annex D e 1) 65-1802 i 54375 Main Road ax{631)765-9g5o P.O.Box 1179 �, Q ro pert town.southol .n . Southold,NY 11971-0959 O • �� SEP BUIIDING DEPARTMENT TOWN OF SOUMOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: —Z7-26)a Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: I/YC G(i6Qr *Address: ZbOO j5/2/,DC-v�- 411 *Cross Street: 2-5 2 x 5 6 *Phone No.: Permit No.: 3 cj Tax-Map District: 1000 Section:_ Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I dry s A-lfs -to dW�e, 1 'r, - (Please Circle All That Apply) *Is job ready for inspection: ES NO Rough In Final ' *Do-you need a Temp Certificate: YES! NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other - *New Service: Re-connect Underground Number of Meters Change of Service Overhead i Additional Information: PAYMENT DUE WITH APPLICATION % 9 IN. C 82-Request for Inspection Form !/ a r , cit: �_ - . TOWN OF SOUTH ,L-. , PROP 'TY -RECORDCAR® OWNER STREET VILLAGE DIST. SUB. LOT -7 FORMER OWNER N { E„ ACR. ,y S W /v,rAiQ TYPE OF BUILDING g 1"- fl, t` lJ CB �t^"'' ,'.�fi`a't�...'��i ,�G°_`Y`�::s /t/ IlF�i-�c�G P "P•<,.� , �` � v �'`s'�..�b`...a-.*�,.�'-6r.�„. RES. , SEAS. VL. FARM y COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 4 ` 7 11817"7 `-�� '�PC�� Jt.)t�a. Jop ah'(:!� Tb E,, i'Dg-T f".g 'r�D d r'' �' ,• �r'"t S i'�G" � ,C�•�"' 7F At h-, i-" )p t- iyayygrQ, eL,772c F. 0 �``�jjaa ' e�!'I l 6-6 fix- fr d f '�(r-�j cR /Ya yam. �L.3 ' S 4a. � 1&1 22 0 0.0 �"tr�fa t s 27 r�ufi f c arm�d L ' (r. 6n C t- °or,ral#d.. 001 R SAGE BUILDING CONDITI N r _ NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 s�'> Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot , DEPTH BULKHEAD Total 7XD DOCK ■■■MEMO ■■■ ■■■■■■■■■■■■■■■■■■■ 'w; ` ►fix ■■■■■ ■■■■■■■■■■■■■■■■■■■ SEEN ■■■■ I ■51�1�d■■■■■■■■■■■■■■ ■■■■ 31 ■■■■■■■■■■■■■■■■■■■ _ ■■■■■■i iii■■■■■■■■■■■■■■■■■ x ■■ME■■■■■■■■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■ :. .. . .. .: ■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ Ire Foundation 'Ext. Walls Inte'rio"r Fiinii� Place iType Roof Rooms 2nd Floor Nam . : 2 Vmdemere Ct., P.O. Box 169 Speonk,New York 11972 K Keri ymel, Architecture P: 631-874-2925 F: 631-874-7377 keri@kerikazel.com July 2, 2014 Re: 2800 Bridge Lane, Cutchogue, NY 1193 5 . To Whom it may Concern: I certify that I am the Homeowner for the above referenced property and that I give Keri Kazel, Architect permission to apply for all applicable Permits with the Town of Southold-....---'. Sincerely: i f s Richard Kim 1 Frank McGuire WWW.KER-IKAZEL.COM BOARD MEMBERS ®f so Southold Town Hall Leslie Kanes Weisman,Chairperson ®, ef✓®� 53095 Main Road•P.O.Box'1179 Southold,NY 11971-0959 Eras Dames Office Location: Gerard P.Goehringer ^'•= Town Annex/First Floor,Capital One Basalt George Horning ~ a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �`�COYSouthold,NY 11971 9 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 Fax(631)765-9064 December 19,2014 Keri Kazel,Architect P.O.Box 169 Speonk,NY 11972 RE: ZBA Application#6813 -McGuire Dear Ms.Kazel: Transmitted for your records is a copy of the Board's December 18, 2014 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of this determination to the Building Department. If you have any questions,please call the office. Sincerely Vicki Toth Encl. Cc: Building Dept. 2 Windemere Q., P.O. Box 169 Speonk,New York 11972 Kerr Knel, Architecture P: 631-874-2925 F: 631-874-7377 keri@kerikazel.com August 1, 2014 Town of Southold Building Department Town Hall Southold,New York 11971 Re: 2800 Bridge Lane, Southold SCTM: 1000-85-02-03 To whom it may concern: Description of"Nature of Work" for the legalizations'of existing structures for the above referenced property. Legalization structure #1: 1 story addition to rear of existing house. r 18'-0"x 28'-3" Covered Porch (irreg.) 380 s.f. 24'-0"x 28'-3" Family Room&Living Room (irreg.) 585 s.f. Legalization structure #2: 1 story addition to existing detached garage. 26'-2"x 14'-3" Workshop- 373 s.f. Legalization structure #3: 1 story pool house addition to existing barn. 17'-3"x 12'-2" Pool House-220 s.f. Legalization structure #4: 2 story detached storage barn with covered porch. 27'-3"x 18'-3" 2 story Barn-494 s.f. 27'-3"x 13'-0" 1 story Covered Porch- 324 s.f. \g��RpN Sincerely yours, F' Keri Kazel,Architect 0 9743A ®� OF NES 2 Windemere Q., P.O. Box 169 Speonk,New York 11972 �KKel'1 Izel, ATC�11�eCTe P: 631-874-2925 F: 631-874-7377 / keri@kerdcazel.com March 5, 2015 Re: Kirn & McGuire Residence 2800 Bridge Lane, � BAR m 0 2015 Cutchogue, NY BLDG DEPT 10!1'i QF SIn1'j 0!_D To Whom It May Concern, Please find enclosed the following documents regarding the Building Permit for the above noted address: 1. (4) Four sets of Construction-drawings for all structures that need to ' be legalized. 2. :Zoning Board of Appeals `approyal,Letter dated December 19, 2014 3. Application for Certificate of Occupancy. 4. -Stormwater,Management Work Sheet. 5. A copy of the Building Permit submitted on August'4, 2014. 6. Denial letter dated September 8, 2014. Should you require any additional information or have any questions please feel free to contact me. ---� Sincerely, Keri Kazel, Architect WWW.KER-IKAZEL.COM l l � 2 Wmdemere Ct., P. . Box 169 Speonk, New York 11972 KKeri Ycazei, Archlteewre P: 631-874-2925 F: 631-874-7377 keri@kerflmel.com March 27, 2015 Re: Kim & McGuire Residence 2800 Bridge Lane, Cutchogue, NY To Whom It May Concern, Please find enclosed a check made out to the Building Department for the Permit fee in the amount of$3,861.60, for the above noted applicant. Please also find attached the-BZA Grant.letter for your reference to locate this applicant. If you have any further questions or need any additional information please feel free to contact this office. Sincerely, Keri Kazel, Architect WWW.KER-IKAZEL.COM 39 589 + 40,11 t r 2 Vmdemere Q., P.O. Box 169 Speonk, New York 11972 Ker Kaze19 Awhitect re P: 631-874-2925 P: 631-874-7377 ,K) keri@kerikazol.com September 13, 2016 To: Town of Southold Re: 2800 Bridge Lane, Cutchogue, NY To Whom it may Concern: Please accept this letter as a Certification that, to the best of our knowledge, the following items located at the above mentioned property were constructed in accordance with the New York State Building Code and the Residential Construction Code of NYS. 1. Addition to Main Dwelling ' 2. Pool House 3. Garage 4. Solar Structure- 5. tructure5. Two-Story Storage Building" Please feel free to call this office-if you need ariy.additional information at this time. Sincerely, w I ED q � a e Keri Kazel,Architect cnr? ' �743n�r'°i�~M. fv� Ll� o SEP 13 2016 www.kazelarchitects.com BU"ING DE"- TOWN OF SOMOLD N �} K,ON. SURVEY OF PROPERTY 0.3'YJ. t A T CUTCHOG UE "\ TOWN OF SGS UTHOL,.D � `r�o. 20 SUFFOLK COUNTY N. Y, �� w 1000--85-02-03 ® SCALE: 1�— 60' c �®G -s- APRIL 15, 2014 2 '� oe, 010 < o � l®-Qi o® AREA= 413,138 SQ. FT. or 9.484 ACMES OLD CONCRETE a+ FOUNDATION �v o� 14 B� 4 00 kp 0 oIF QPM, 0<- - �4.0 13 L_ � ��Pc1` 72 s� h ,J, �' �� o� SAO. ��®�c•, � 4P P0� '\ � o -'� 0 NECARPORT O 0. \ 9 POOL HSE. \' O aoo� �h. � �o_ SHED R'D G �yv V\ P V � ♦ CPQ- \ 6� + h � 41. P� USG, o f O�\J� PROPJANK POLE H�P �c-6y w POLE 'J� 40 y °� fT�mmen ePt�oPd ocu O. P Zg\d9-Q�Ae`�e .00. ® = MONUMENT Ctc ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ` .: a - S. LIC. N0. 49618 OF SEC77ON 72090F THE NEW YORK STATE EDUCA770N LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS P 63 1 S, P.C. ( 1)"9'65—frFAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 12JO TRAVELER WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y 11971 T �4—®�� GENERALN07ES: SITE WOR%: FINISHES: CARPENTRY AND LUMBER: NOTES: I.CONJRACwm SHALL VHROY ALL JOBAND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1.CLEAR AND GRADE SME TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. 1.SAMMMOFALLFWU;MS,MOIDINGS,HARDWAMETC_ARETOBESUBMITTEDTOOWNER/ARCIDMFORAPPROVAL I.ALLI.IJMBERANDCONNECl70NSSHAUMMA000RDANCEWDATHR2001MMWMDEDMMOFnMWOODFRAMB TOINSORE THIN PROPER STRINGTILFTT,AND LOCATION OF WORK.REPORT,M WRITING,7O THE ARCHTIECT AND PRIOR TO INSTALLATION. CONSTRUCTION MANUAL FOR ONE AM TWO FAMILY DWELLINGS LUMBER IS BE FURNISHED AND INSTALLED COMPLETE INGNFERANY AND ALL CONDITIONS WHLCHARY IN EIDERE WITH OR OTHERWISE APFWT OR PREVENT PROM 2.LOCAL OFFICIALTO DETERMINE WHETHER CERTAIN TIES DESIGNATED TO REMAIN SNAIL BE SAVED,RETAINEDTREES WITH AILFASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES,HANGERS,ECT,REQUIREDTO COMPIETE THIN JOEL ALL EXBCUTIONANDCOMPLEMNOFTIFEWORL SHALL BE PROTECTED BYAW HIGHBARRIER SET Or AWAY FROM THE TREE TRUNKFOREACH I"OFTRFE DH+METER, 2DRYWALL CONSTRUCTION SHAM BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTSMALLBETAPED STEEL BOLTS CONNECTING WOODMEMBIFAS SNAIL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PIATFS. SUBJECT IO FIELD ADJUSTMENT.RMGE OF CINSTRUCTIONMATERW.WTHM BARRIER WILL BE PROHIBITED.THERE AND SPACKLED(3 COATS)READYTOPAML AILCORNFRS AND EXPOSED SM SHALL HAVE APPROVED MBTALBEADS JOIST HANGERS,CONNECTORS,BRTDGMG,AND OMER SPECIAL CONNECTIONS ANDRARDWARE MUSTAL40 BE INSTALLEDIN I ALL CONSTRUCTION SHALL COMPLYFUT.LYWITH THE APA]CABLEPROV610NS OF THERCONYS,OSHA,ANDTHESHALLBENOFUELSTORAGEINVIaNHYOFnREEBARRJERS. SHACKLED SMOOTH. ACCORDANCE WITH THE 1995 HIGH WIND EDTHONOFTHIN WOOD FRAMECONSTRUCION MANUAL WHEPEFASUNERSARE LOCALTOWN ORVILI.AGE BUILDING CODE,LATESTEDITION. NOT SPECIFICALLYMDICTATED OR SPB;H•IED,THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE AND SHALL 3.EXCAVATE FORPOOIINGS TO MINIMUM DEPTHS DHHOWN ON DRAWINGS ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN 3.COVERALL WALLS AND AILCEJLING'S WITH 17GYPSUMBOARD.BATBROOMWAUS(MBEPAM77DORWMLPAPERED) COMPLY WITH THE RECOMMENDED NAILING SCf®UIffi INIRE CONSTRICTION DIX•UMENIS. 3.ALL REQUIREMENTS SPECIFIED IN IN CODE SHALLBE ADREJUED TO AS IF THEY WEEMCALLED FO&OR SHOWN,ON THE SOIL WITH AN ALLOWABLEBEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE POOL ANDCEIUNGS SHALL RECEIVE MR.GYPSUM BOARD AND AILBA71OROOMWAUS OR CEILINGS TO RECEIVE ME SHALL DRAWINGS.TIES SHALLNOTBECONSIRUED TO MEANTHAT ANY REQUEUMENTS SETFORTH ON THE DRAWINGS MAYBE HAVE WONDER BOARD INSTALLED. 2.ALL STRUCTURAL FRAMING LUMBERSHALL BE 42 OR BETTER H MIR FB 850 PSI AND E=1,300000PSIUNIESS OTHERWISE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT 4.STEP FOOTINGS,WHERE ELEVATTONCHANGES,ONE VERTICALTOTWO HORIZONTAL AS SHOWN ON DRAIYINGS OR INDICATED OR SELECTED FROMTABLES OF 711E NATIONALFORFST PRODUCTS ASSOCIATION MANUALANDURSHOWN ON SPECIFICALLY RF.QUIREDBYTHE CODE WHEREENCOUNTERED SOM OR FIELD GRACE CONDITIONS REQUIRE CHANGES IN FOOTING FLEVATIONS. 4.PROVIDE WTYPEXGYPSUM BOARD IN GARAGE ONCERINGANDWALLSTOMAMTANON&BOURFTRERATING. ACCOMPANYINGSIRUCIURALCALCUTATTONS.ALL BEADERSMALL BEHEd1-FIR,FB-MPSI MESS 07EPRWISESHOWNON PROVIDE SAME ON MECHANICAL ROOM WALLS AND C MEG AMON ALL SHAFT WADS. DETAILS. 4.DONOTSCALETHEDRAWINGS.ANYINSCREPANC65 MAILBE REPORTED,INWRTIING,TOTBE ARCHITECT FOR 5.CONTRACTOR MAYBACKFILL AGAINST FOUNDATION WALLS ONLYAFIER.SEVEN DAYS OFCONCRETE CURE TIMBUSING CLARIFICATION. PROPER CONSTRUCTION METHODS,MATERIAL,ANDEQU1PMENT TO AVOID DAMAGE TO THE WALLS ANDMEMBRANE PLUMBING: 3.ALL ROOF AND WALLPLYWOODPANELS SHALL BEEXTERIOR COX GROBWITH EXTERIOR GLUESHALLMFETTHE WATERPROOFING,ADEQUATLYBRACE WALLS PRIORTO BACKFILL. REQUIREMENTS NTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SNAIL.BE MFMVM WITH THE 5.GENFRALCONTRACTOKSHALL COORDINATE FOR EASE ANDRAPIDTTYOF CONSTRUCTION THE WORKOFALLTRADES. 1.PROVIDER(lU(ifLNG INGId1DING SITVf-0FFVALVFS,DRAMS,NPING,VALVPS,VEM'LN)S,7RAPS,BTC-FORCOMPIETB APPROPR[An GRADETRADEMARKOBHINAMERWMPLYWOODA&SORTATION.ALLROWPLYWOODTOBE518"THICKAND ALL SLOTS,SLEEVES,AND/OR Un EROPENN(S TO BE COORDINATED AND SET BEFORE POURINGCONCREIE. C REMOVE TOPSOIL AND OTHEL SURFACEMATLRW,INPREPARATION FORPOURING CONCRETE SLAB.INTERIORSLAMON INSTALLATION. ALLWALLPLYWOODTOBEIrr IM(L B L LEGEND GRADER)HE FOURED ON COMPACT®]POROUS FILL OR SUITABLE ON-SFTRMATEUAL 6.CONTRACTOR SAAtL.PROVIDE Aid.71INNECE,SSARY SUPPORT,BIRACING,SHOIRMG,EN...(TEMEORARYANDAIR 2.INSTALL OWNERSETECTFDPLUMBING FIXTURES AND STUNG PUIDRAWINGIN57RUC110N. 4.WOOD STRUCTURAL MEMBERS IN CONTACT WTIHMASONRY,CONCRETE,OR1iRPOS®TO THE ELEMffiNHS MUSTIER 3.INSULATE ALL WATER FPMa PERMANENT)ASREQU@ED FOR THE SAFE INSTALLATION OFNEWCONSTRUCTION. CONCREIEWORK., PRESSURE TREATED TODFFNHERETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPASTANDARDSCIAND C2 EARTH . CI I I-1 I I-111 1.ALL BATHROOMS AND POWDER ROOMS WITHOUT HATURALVENTDATION TO BE VENTEDAS PER SECTION M1506 OF THE 1.ALL CONCRETE SHALL BE ATR-EdTRAIN®SCENE CONCRETEIMN.3500 P91 CONC.FOR ERTERIORSTAIRS(CUM ENTRANCE) FOR WATER-BOURNE PRESERVATIVE TREATMENT. ..- RC'C*M PROVIDE A SWITCBLONTROLLEDEXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM AND SHALL DEVELOP AMINITUMTOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSL CONCRETE SLABS ONGRADE 4.AFLPLUMBMGWORKSHALLCOMPLYWITHCHAM25OFn ERCONYS. r.R>-� '•r•al� POURED CONCRETE CONTINUOUS. BE REINFORCED WITHW.WF.6G101a s.PROVIDE AILNECEESSARYHAN(ERS,ERPAN590N IOINTS,SIRAPS,I?TC-TO PROVIDE COMPETE INSTALLA110N. 5.WHCRETRUSSRAPIERS,ROOFTRUS.SES,GERM'MLSSE3,AMMHM"MABRICATEDPRAMMGISINDICAHD,STRWn RAL '•"+ * 5� OR 8"CMU BLOCK x$ CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEAI.IDIJY ANEW YORK STATE PROFESSIONALEN(ENEER MUST BE K REFER To STRUCTURAL,MECHANICAL,ELECIIHCAI,AND FUMING DRAWINGS FORADDITIONAL APPUCAM NOTE 2 ROD REINPORCEIMENT SHAU BE INTERMEDIATE GRACE DEIFORMED BAK CONFORMING TO AMU A61W.REINFORCEMENT SUBMHTEDFORREVIEW. ANDSPECIFICATIONS MESH SHALLCONFORMTO ASTM A195 AND A82. NALLWORT:STE DEPALBE DONEINOF HEAL LTNCE ECOWrrfl AILCTORS SHALL AINHAVNGESSARY ER ANDWTN71E FILO YORK STATE DEPARTMENrOF IHFALTHL THE CONIRACTORSNAIL OBTAIN ALLFIECESSARYPERMI7S. EXISTING STUD WALL 9.MAI'CHAILIDRSTINGCONDMONSASTHEYRUATETOFIHISHES,LR'HTMG,CWRSMG,DIMEF1MS,IMGHT, 3.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE MUMP.TEBS OF THE 6.PROVIDE APPROVED WOOD BRIDGING ATWOODn.00R JOISTS @r-(r 0.C.MAXIBJM SPACNCLSEMWMMOF TO REMAIN ALIGNMENT,MC_MOVE ANDRE,oCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAYBE CONCEALED LATEST ACI BUILDING CODE,AQ 318 AND ACI 315. HEATNGANDCOOLING BRIDGING AFTER SUBFLOOR HAS BEEN NAM. IN WALLS OR CEILING HUNG REVISED TO PROVIDE ACOMPLETE JOB IN ALL RESPECTS. EXISTING STUD WALL 4.FOUNDATIONWAUSANDFOOTINGSTOREPOUREDSTDNECONCREIEOFTTBCKNESSSHOWN ONDRAWNGS 1.PROVIDE FORCED HOTWATERBASEiOARDBPATNGSYSIFMDESIGNEDBYMECHANICAL CONILACTOR 7.ALL CARPENTRYMATERIALS TOBEISSTALLEDASPERMANUFACITIRPRRECOMMENDATIONSAMSPECD7CATIONS. C TO BE REMOVED 10.PROVIDE A MINIMUM IB"X W ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R4083 of THE RCONYS.WHORE MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M13051AOF THE RCONYS. S.ALLCONCREIE SHALLBE INACCORDANCE WITH ACIBUILDING CODE ALLERTERIMRFOO99NGSTOBEAMBNIMUMOF 2.ALL HEATING&COOLING EQUIPMENT SHAILCOYMPLY WITH CHAPTER 140E THE RCONYS_ 8.ALL INTERIOR SURFACES OFPARTHTONS,WALLS,AND MINES SHALL BE COVERED WITH ITIMCKGYPMM WALL BOARD. NEW 2x 4 OR ZX 6 VENTILATE ALLCRAWL SPACES AS PER SECTION R40820F THE RCONYS THINMNIMUMNET•AREAOFVENITLATION 36"BELOW FINISHED GRADE 5B"THHCKFIRECODE GYPSUM WALLBOARD SHALL BE USED ON WALLS AND CHILNGS IN GARAGE 5/r Iffi(EMOLSNRE 0 VEN OPENINGS SHALL NOT BE LESS THAN I SF.FOR EACH 150 SF.OF UNDERFLOOR SPACE AREA ONESUCHVlNl1LATINGOPINING 3.COORDINATE WITH OWNER TOM NUMBEROF ZONES AND LOCATIONS OF THERMOSTATS. R GYPSUM WALL BOARD SHALL HE USED ON ALL BATHROOM WALLS AND CEILINGS.WONDER BOARD SHALL BE USED STUD WALL @ 16"O.C. SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. 6.A6MI•THICKPUYETHYIENEVAPORBARRIERSBEETTODELMDUNDERBASEMETTORCELLARSLABSONGRADE 4.TIM CONTRACIUR SIULOHGINALLNECPSSARYPERMITS. ON WADS ORCED.NGS WHERECERAMICOR S7.ONE FINISHED WILLBE USED IN BATHROOMS. 2x JOISTS 11.PROVIDEATTICACCESS ASPERSECTIONR807.1 OFTHBRCONYS:ATTICACCISSOPINMGSMALLNOTBELESSIHAN MASONRY: ELECTRICAL 9.ALLEXTEW11 WALLS TO BE 2x6 WOOD STIJDSINISS NOTED OMERWIM 016"O.C.WITH Vr PLYWOOD COMM)WITH TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS @`16'O. - JOISTS ABOVE 22"X30"AND SHALL BE LOCAT'M INA HALLWAY OROTEERREADILYACCESSIBLE LOCATION.A 30"MNI4UM 158 ASPHALT SATURATIED FELTOROTHER APPROVED EQUAL ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING UNOBSTRUCTED HEADROIN THE AMC SPACE MAIL BEPROVIDED @ SOME POINT ABOVE THE ACCESS OPENING. 1.ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND MALL BEHOLLOW, 1•AILELECIRICALPOWER AND LIGHTING SHALL COMPLY WITH CHAPTER 33OFTHIERCONYS AND'WITHTHE NYS ENERGYOODB. WOOD TRUSSES OR JOISTS TORE CONSTRUCTED SOTTATASTUD ISLOCAUDATTHHEBEARING POINT OFEACH WOOD TIUSSORJOIST, ALLOWABLE MM WHERE MECHANECALEQUIPMENT IS LOCATED INTBEATBC,PROVIDEACCESS AS PER SECNONM1305.130FTBEROONYS. LOAD.BEARMGCONCREIE BLOCK,GWEN.AILMASONRYUNTTSSHAILHAVEAMNIBJMCOMPRESSPJESTRFNGTH(BE STRUCTURAL MEMBER DEFLECTION 5 SECTION/DETAIL 1000PSLMORTAR WALL CONFORM TOME SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASIMC-270AND SHALL BE RP.GUfATI0E1S1030.1AND10302ANDWTTNTHEEIEWYORKSTATEENERGYCODE. A5 10.WOOD SND WAILS ORPAR17170NS1D(CEEDMGWIN HEIGHT MAIL HAVE STUDS BRIDGED ORADE(I0AT19•YBRACED it RE(RJESTFOR FINAL PAYMENTMUST BE ACCOMPANIED WITH A WAP41ROF GENS,SIGNED BYALL SUBCONTRACTORS TYPE S MORTAR All MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. 2,POWER AND LIGHTING DISTRIBUTION SYSTEM TO COMPLY WITH NP.CA,THENATIONAL BOARD OF FIREUNDERWRnERS, ATINERVALS NOT EXCEEDING V VERTICALLY IN AN APPROVED MANOR. RAFTERS HAVING SLOPES GREATER THAN 3/72 WITH AND MATERIAL SUPPLIM INAMMON70ME GENERAL CONTRACTOR. AND ALL STATE AND LOCALSTANDARDS. 2COMMONFIREWALLSBI?TWEENATTACHEDHOl1SINGUHIISTOBE8"CONOEIEBL(1CBONAPOIREDC(IN(REB NO FINISHED CEILING ATTACHED TO RAFTERS U1BO S-1 13.ALL EECTRICALWORKSHAILCONFORMTORULES ANDREGUWHONSOFTHBNATIONALCODEANDNEWYORKSTATE FOINDATIONAND FOOTING ASSHOWN ONDRAWINGS. 1L TIO SR6IDE02AANDRINGA 0FTHE CDNYS. KIONS,FIREPLACFs,CHBdNEYS,ANDALLdHIERCONCFAIFASPACIESASPER � BUILDING SECTION 3.COMRACIURSHALLBERESPONSIBIEFORCOORDINATNGE[ECTRICALSiRVICEIACATIONW[I'AU71LT1'YCOMPANY. SECTfONSR602.8ANDR100LN60F79INRCONYS BOARD OFFIREUNDERWRITERS,THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNERPRIOR To 7 CONCREIEMASONRYWALLRENFORCEENTSHALLBEOFNON-CORROSIVETRUSS-TYPEMETALAPPROV®BYTAE INTERIOR WALLS AND PARTITIONS H/180 FINAL PAYMENT 4.THE CONTRACTOR MAILER RESPONSIBLE FOR INSPECTION AND APPROVAL OFWIRINGINSTALLATION OF FIXTURES 12. WINDOW ARCHITECT HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENTTSHAILHEPROVIDEDANDINSTALLEDATEVERYSECATID AM�U�AM�ENALACCEPTANCE OFTHEEECIRICALiNSTALATIONBYTIM LOCAL ELECTRICAL INSPEC•NRS• ROOF CEILINGS HAILEFERIORFRAMEWSEQUALTOULAS MAIL BE BERENR3GUSS INS LATIONQUAL OTLIVINGADE PACEARM .NSUTARAGET FLOORS AND PLASTERED CEILINGS U360 14.ALLMATERIALSHOWNONDRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. COURSE VERTICAL SPACING OF REINFORCING MUST NOT EXCEED I6".WAGS SHOULD BE BRACEDDURING CONSTRUCTION ROOF CEILINGS SHALL BBFBERGIASS BATES EQUAL TOTRADE TERM RUO.INSULATION AT LIVING SPACE ABOVEGARAGB TO UNTILTHEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. 5.CONTRACIMMAMPROVIDEAG•GQHINGF1R7T1RES,UNLMOIMRWISBNOTEDTOBEPROVMBYOWNER, BER-30.COMMONWALLSATATTACHBDUNDSWkLLHAVEFMERGLASSBATISOFR-15ATEACHSIDE ALLNSULATION ALL OTHER STRUCTURAL MEMBERS L/240 15.REMOVE ALL RUBBISH ANDDEBRIS RESULTINGFROM WORK SHETOBEKEPTINBROOMCLEANCONDITION INSTALEDIN STRICTAOCORDANCE WITHTHEMANUFACNREIRSPMUCRONS. TO HAVEAVAPORBARRIER SURFACE EXPOKEDTOHEATEDSPACE. _____ ELEMENTS ABOVE THHROUGHOUTALL PHASES OF WORK. 4.ALL CONRRETEMASONRYUNDWALIS TO BE LAIDUP INRDNNING BOND SET IN FVG.MORTARBEDDNG. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 6.PROVIDE ALLOUTLFTS,SWITCHES,DMERS,ROUOBNG,WERE,JUNCTION BOXES,ETC__TO PROVIDE COMPLETE 13.ALL STAIRS AND HANDRAILS 91ALLCOMPLY WITH SECTIONS R3113 OFTHHE RCONYS:THE MAX94UM RISER HEIGHT SHALL 16.THE ARCHTTECTHASNCTTBEENRETAMFDFORCONSIRUC ICNADMN7SIRATIONORMANAGRANT. 5.ALL INTERIOR BRICK AND INTERIOR STONE MASONRYVFNEERMATERIALS MALL BEIN COMPLIANCE WITH ANSI �,�.00N BE 81/4'AND THE MINIMUM TREAD DEPTH MAIL BE9MM,UNLESS OTHERWISENOTEDONPLANS.STAIRWAYS MALL EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 BUDDING CODE REQUIREMENTS,BRICK QUALITY SHALL BE SW GRADE AND SETIN TYPES MORTAR IN TDOUEDMITSAS NOTRE LESS THEN 36"INCUM WIDTH AT ALL POINTS ABOVE THE PERAHTI'ED HANDRAdHUGHTTAND BELOWTHE REQUIRED GIRDER/HEADER ABOVE 17.PROVIDE OWNER WITH ALLNECBSSARYCERTIFICATES OFINSURANCE DIRECTED BY ARCHITECT. 7.ALL INTERIOR WORE MAIL RUN CONCEALED AND ALLEMIRTORWIRE SHALL BE RUN IN COND11T HEADROOMHEIGH.HANDRAILSSHAG,NOTPROJECTMORETHAN4SONMHMSWEOFnMSrARtWAYANDTHEMM RM EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES U120 C EAR ATUTH OFTHE STAIRWAY AT AND BELOW THEHANDRAIL IMICIBT,INCLUDING TREADS AND LANDINGS,SHALLNOTBE 18.GUARANTEE INWRITING ALL WORKMANSHIP AND MATERIALS FORA PERIOD OF ONE YEAR FROMFROMFNAL 6.FIRE BRICKMORTAR,FLUE LINING,DAMPER AND OTHERREQIIRFD ASSOCIATEDACCS80RINS STIALLBE RJRISHED 8.O1TLEr AND SWITCH LOCA71ONS SRALL•COMPLY WTHACCEPTEDPRACUCE,OUHETS I2"AFF AND SWITCHES 4r AFF LESS THAN 3IS WHERE A HANDRAIL,IS INSTALLED ON ONE SIDE AM 27"WHORE HANDRAILS AM PROVIDED ON BOTH SIDES. E POST DOWN ACCEPTANCE BY OWNER. AND INSTALLED IN SIRICRS ACCORDANCE WITH THIN NEW YORK STATE EIRE PREVENTION,11119 MG,AND ENERGY CODES. 19.THEIST PLANS HAVE BEEN?IMPARED IN COM[PLIANCE WITHUM MINMIM STANDARDS OF THE NEWYORK STAIM ENERGY 7.FURNISH AM INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THERATE Of ONE TIE FOR EACH MO 9.LABELPANELBOARDOFALLCIRCl1TIS INTERCONNECTED COMBINATION CONSFRVATHONCODE AND TINE RCONYS,REFERANCFD STANDARD WFCM 2601 SQUARE INCHES OFWAIL SURFACEWTLH SPACU40NOT TOEXCEED25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS 10 COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF Mucnim WORK,POMG,FPC_TO AVOID CONFLICT•, 14.ALL CARPENIRYWORK MAIL BEPPRFORMIDIN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF TABLE R301.5 MIN.UNIFORMLY DISTRIBUTED LIVE LOADS(PSF) co DETECTORS AS PER R313 OF RCONYS SMOKE AND CARBONMONOXIDE 20.ANY DEVRTfONFROM THE CONSTRUCTION IXICUMUN'ISWTITIOVI'WRTIi'EIAPPROVALIROMTIMEARCHTIECTSHALL STRUCTURAL STEEL 11.ClORDMATEWITH OWNER ANY ADDTHONALELECTRICAL WORK 77HATMAY BEREQUIRED THAT ISNOT INCLUDED MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,MMUDU40 THE FOLLOWING:BETHE RESPONSUJLIT'YOFTHIE GENERAL CONTRACTOR RN•THE CONSTRUCTION DOCUMENTS. A PAM SECURELY ALL PARIS OF CARPENTRY WORK INITIFRPROPERPLACL'.BRACE,PLUMBVEL ,ANDLEALLMFMBERS USE LIVE LOAD 1.ALL STRUCTURAL STEEL MAIL BE NEW AND CONFORM WITH ASTM A36. AND SECURE WITH SUFFICIENTNARS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. ATTICS WITH LIMITED STORAGE 20 21.THE CONTRACTOR B RESPONSIBLE FORN071FYING THE ARCHTTF.CTOF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ORCONSTRUCITONOFTBEWORK. LTHE DFSIGN,PABRICATION,AND MOTION OF ALL STRUCITURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST B.PROVIDES"SURFACES AT ALL CORNERS ATLEAST 1110 WIDE IN BOTH DIRECTIONS FOR SE.CURMG SUBFIAORING, ATTICS WITHOUT STORAGE 10 MAINTAINING JOB SITE SAFETY DURING THIS PHASE EDITION OF THE AISC SPECIFICATION. - DRYWALL,BTC...PORM SURFACES WITH FRAMING MEMBERS OR WITH r WOOD BLOCKING SECURED WITH AT LEAST IWO OF WORK&SHALL COMPLY WITH ALL APPLICABLE 22 THIN LAYOUTOF THEAEATING&COMING SYSTEMS,MBF DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND SO NAILS AT EACH END. DECKS-POSITIVELY ANCHORED 40 FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING SHALL COMPLY WITH CRAM N OF THIN ROONYS. 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SEM ELECTRODES AND A307BOLTSWTTHLOCKWASHERS. C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS ATWATER CLOSET DRAIN BENDS AND AT ALL VENT ANDMECINMCAL BUT NOT LIMITED BUILDING CODES.OSHA 23.THOSE OONSTRUCDONDOCUMENIS,AND ALL COPYRIGHTS CONTAINEDHEREJN,ARE TIM SOLE PROPERIYOF THE OP84M�S TWO FEETOR MORE IN WIDTH UNLESS ODIERWISEDIRECTED BY ARCHITECT. EXTERIOR BALCONIES 60 REGULATIONS.LIFEE SAFETY CODES,&HAZARDOUS ARCHITECT ANDCANNOTBEUSEDFOR ANY OTHER MEANS 4.PAINTALL STEELONE SHOPCOATOF RUST INHIBITIVE PAIWAND FIELD TOUCH UPEXCEPT FOR AREAS TO HE WELDED. MATERIAL REMOVAL&DISPOSAL- 24. ISPOSAL 24.ALL HABITABLE AREAS 3HALLIEVFNTED ASPEt SHCIRMR303.1 OFTk1E RCONYS:AGGREGATE GLAZING SHALLNOTBE COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. D.TAIL JOISTS OVER FOUR FEET LONGANDIEADER JOISTS SHALL BE HUNG IN APPROVTDMETAL STIRRUPS OR HANGERS AND FIRE ESCAPES 40 LESS THAN 9%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABIEAREA TOTHE OUTDOORS SHALL BE 4%OF 5 AIL STRUCTURAL WELDINGSILVL BEFERFORMED BYACERTOIED WEDFRIN COMPLIANCE WITH THEAMERTCAN SPIKEDSP.CURII.YUNLRSS SUPPORTED(INAWALL ORGIXDIOL GUARDRAILS&HANDRAILS 200 HARMLETHE SS INDEMNIFY&HOLD THE FOOR AREA BENGVENM AGED. WELDING SOCETY'S STANDARD QUALIFICATION PROCEDURE. E ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE HARMLESS THE OWNER,THE ARCHITECT,AND RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS ANDASNOTUk GUARDRAILS IN-FILL COMPONENTS 50 THEIR AGENTS&EMPLOYEES FROM AND AGAINST 25,ASSU EA WHI H MYAFGCr ACITY OF I THESTABILRTON ASPURT BLE STRUCTURE WALL EERCONYs.10 THE ARCHITECT THE 6�,WAU(BEARINGBEAMS TO HAVE STANDARD ANGLESANCHORS,ANDBEARING PLATES UNLESS OTHERWISEN07ID ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES CONDITIONSATTON C'WORK. ECT THE STABIL1'TY(MTAE STRUCTURE SEIAI.I.BE REPORTED To'1HEARCUIECT eRIORTO THE PASSANGER VEHICLE GARAGES 50 CONTINUATION(1F WORK ON DRAWINGS. 1.OTITIS WITLESS THAN 7X4(dl6"O.C.DOUBLED AROMDOPENINGS AND TRIPLED AT CORNERS. ARISING OUT OF OR RESULTING FROM ANY OF THE 26.FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902,1 OF THERCONYS. L PLATES AND BLOCWORK KING SAMOTHER E WIDTH TRADER.RFJAIED S7UI)S OR WIDER ITEMS LISTED ABOVE. M061URE PR07FL770N: 3.PRAMMATO SUITKINGSA EWIDTHSREROOMS OTHER THAN SLEEPING ROOMS 40 27.SMOKEDETECTORS SHAD.BE INSTALLED ASPERTIM MINIMUM REQUIEMENTS OF SECTION 8313 OF THE RCONYS:SMOKE 1,FOUNDATION WALLEXTERHOR SURFACES TO BE PROTECTED FROMBOTTOMOF FOOTING TowmBN 12"OF(TRADE WITH 4.PROVIDE SOLID TWO ZXEAM FOR FULL WIDTH TRUSSES, JOISTS, RAFTERS,AND)ON DRAWINGS S.FtOVIDEIWO2X4ATUDSAT FOLLW OFHEADER SUNLES69UMWIMNOTDGIRDRAWI GS SLEEPING ROOMS 30 THE CONTRACTOR SHALL VERIFY ALL FIELD OF ANY ALARMS SHALLIEINSTALLDIN EACH SLEEPING ROOM,OUTSIDE OF EACHMPARATE SLEEPING AREA IN THE IMMEDIATE TBEA"LICATION OF TWO TROWEL COATS OF BITUMINOUSMASTIC SEPARATED BYALAYPROF ASPHALTSAUIRATED MESH. CONDITIONS AND NOTIFY ASSUMED HE HE TA SAND BE VHCNPTY OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEENISFCELLARS,BUT NOT 2 ALTERNATE MATERIAL FORFOJNDATION WALL PROUTTHONTO BEA RUBBERIZED ASPHALT INTEGRALLYBONDEDTO F.ONGSSUBF.00R1NGSHALLBED Ir O.DWTNFACEIAUS SUPPORTS. ORTSS SUBREAK J NAIL WITH6DCOMMONNAISOCATE STAIRS 40 CONDITIONS NOTNFOR FIELD HESHALLTTS ANDQ' INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. POLYMMENESHEETBnIMIENEASMAMJFACT(JREDBYWR(ENCECOMPANYORAPPROVEDEQUAL.INSTALLATTONTO ALONG VERS SUPPORTS AND1H"o.C.IL FLUSMENATEHTLY EL BREAKJOINTSNADJAYMENT, HERES.REQUIRED, RESPONSIBLE FOR FIELD MEASUREMENTS ASREQ'D. 2L BUIDMGSTRUCIURALMATFAIAISORASSPAMUESSUBMMMDEHP.RIORATRMSHALLCONFORMTOSP.C170NR32HOF COMPLY WMIMANUFACfURERS SPECIFICATIONS AND INSTROCFONS EXTRAPRECAUITONSORPROVISIONS ARE REQUIRED JOINISOVERSUPPORTSANDDRIVE NAISFLUSFIOR SG(UTILYBELOWSURFACE.ONDERLAYMENT,WHERE REQUIXED. DURING INCLEMENT WEATHER AND SHE CONDITIONS TO ENSURE SATISFACTORYPERFORMANCE OF THE WORK SFIALL BE SIBLARLY INSTALd.ED. THEARCHITECTSHALLBEHELDHARMLESSANY THE RCONYS. Q ROOF SHEATHING SHAILBE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE END JOINTS OVER AGENCY FOR ANY"ERRORS&OMISSIONS"ONN 29.THE WENT OF THE COMRACTI)OCUMEN[S IS TO INCLUDE TITINS FORUM PROPER COMPLETION OF THE WORK ANY 3.TERMITEIFItOTIECI70N OFAPPROVED TYPE MALL PROVIDEDNACCORDANCE WITH SECTION IO240F]]E RCONYS. AND STAGGERAIMS.PROVIDE METALH-ClIPATIONTSAT SES OFPANELS WHEN SPACING OFTHESUPPORTS R301.2.2.2.1 WEIGHTS OF MATERIALS THESE DOCUMENTS. oIF9S mIN TIE DESCRRO"nUNDOES NOTRELIEVE THE CONTRACTOR OF DELIVERING ACOMPETUI PROJECT IN 4.FLASHING TO BE PROVIDED ATALLIMAAS AND SELLS OF DOORS ANDWNDDWS,(:BUMEIS,AND GRAVEL STOPS IS24"O.C. ASSEMBLIES MAXIMUM THE CONTRACTOR IS SOLEY RESPONSIBLE FOR ACCORDANCEWTNACCEPIEDPRACHCE. INCLUDING ALL M7ERSELTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,NIPS,RIDGES,AND IL RUM TO BETRUE TO LNE,NOT OVER 16-OC.AND FASTENED SFLURELYTO"WIND SURFACE DEADLOAD "METHODS&MEANS"OF CONSTRUCTION.THE 30.iHBOWNI9RANDARCHRECTHAVETIEAUTITORI'TYTORI9ECTWORRTNATDOESNOTCONFORMIUITEDRAWINGS. OTHERROOFPENETRATIONS.MATERIALS FORBASEANDCAP FLASHING ATMASONRYTOBE16 OUNCE COPPER AND SILL THE CONTRACTORSNAGRTECT.CTAELWORRRFORITY TOTIJECTWORKTHA DO FLASHING ATDOORS AND WINDOWS TO BE 3 OUNCE COMERFABRIC MATERIAL UNLESS OTHERWISE APPROVED.BUNDFLASIi ROOF/CEILING 15P ARCHITECTIS NOT RESPONSIBLE FOR FIELD WITH APPROVED MATERIALS ATALL INTERSECHNGROOF JUNCTIJRES.COORDINATE INSTALLATION OF All FIASENGWITH 15.AILFLOORTUBECOVERED op CARPET SN ALLOVER DWITH FROF 31O INDPRLA EMALOARDCIROEIBR SUPERVISION. APPROVEDE(RIALOVER SUBFLOOR FLOORS LOBE COVERED WITH OARFIAORINGOt77LE SHAILHAVE(UNH IAYER(E FLOOR 10 PSF 31.THE CONTRACTOR IS OBLIGATE[)TO OOMPIMAIL ITEMS AS DESCRIBED IN THE FINAL, LIST AT THE CARPENTRY,MASONRY,AND ROOFING ROES. 3/4"PLYWOOD SUBFLOOR •• CLOSEOJTOFHEOONSTRUCIHON. EXTERIOR WALL _ 15 PSF 5.SKYLIGHTS TORE OF SIZES SHOWN ON DRAWINGS,DOUBLB-INSUWTED,SEIF•FLASEBNGW'[NIN71F LCIIRBS.UElTf3 16.ALLILJMBPRDE[dVPR®ANDSTOREDATPROIP.CTSI'IESAALLBEPAOIECTEDFROMTEEWEAIHffitWRHATARPAl1LIN `'k;E-U �YPn 32.TEARCHIIE.CTSHALLNOTIE RESPONSIBLE FORUM PERFORMANCEOF HE WORK OF THE GENERALCOMRACOR TUBE ALIGNED WITH SLOPING ROOF TRUSSES. C "'�"+<",,, . OR SUBCONTRACTORS NOR SHALLIMOE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. ORREAVYG HES AME PROTECTION ALL NS HALL BE BEINCHPPINGONWOODDATION. ARE[ATIVELYFIAT, INTERIOR WALL 10 PSF 'SEv\ Kj 6.CAUL.RAND SEAL WITH APPROVED MATERIAL ALL JOINTS AND MWECTIONS AS REQUIRED TOPROVIDE APOSHHVE DRYAREA THE SAME PR(71ECIYON SHALL BE PROVIDEDDURING SHIPPING OR INSTALLATION. `^ 33.OANY COMRACTOROR Sl1BCONIRACNROBIF.CTS TO THE CHARACIFROF THE DETAILS HE S}RLLNORFYTHE BARRIMAGA1NST PASSAGE OF MOISTURE AND AB ATALL1l00RS,WINDOWS,AND 071IINOPEHMGSTU 71B EXTERIOR. � ! �,NN �n ARCEH[ECT PRIOR 7U CON79NUATION OF TAE WORK 34.BASEMENTS WITH HABITABLE SPACE&EVERY SUMPINGROOM SUM HAVE ATLEAST ONE OPENABLEEMERGENCY i• /� {"""•`;}j°' "'=? -••!f'�, ESCAPE&RESCUE OPENING AS PER SECTION 8310 OF THE RCONYS:EMERGENCY ESCAPE REM OPENINGS SHALL HAVER . "'}'��fr�•" t' 'i:' SRL HEIGHT OFNOT MORE THAN 44"ABOVE THE FLOOR AND STHAIL HAVE AMINIMUM NET CLEAN OPENING OF 5.7 SQUARE 1 I"ye'-_�s. ,N•":I FEET. 35.PROVIDE SAFETY GLAZING AS PR SECTION 8308 OFTHERCONYS FOR AIL HAZARDOUS AREAS DEFINED UNDER SECTION R308AOFTHERCONYS:ALLGLASSLESSTHAN Or ABOVE THE FLOOR SHALL BE TEMPERED. nl� �6 36.lE1STALLATION,LOCATION,AND VENTILATION OF ALLMFOBANICAL SYSTEMS SHALL COMPLY WITHCHAPTER 13 OF THE TABLE R301.20) CLIMATIC&GEOGRAPHIC DESIGN CRITERIA F ry RCONYS WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD FLOOD I V ' GROUND FLOOD 31.FIRID[ACKNGSBAIL BE PROVIDED 1OCll'OFFALL gOE10EALEDDRAFTOPIININ(E(BOIHIVERTICAL AND HORIZANTAL) DESIGN DESIGN UNDERLAYMENi AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN TOP STORY AND TIB ROOF SPACE AS PER SNOW LOAD SPEED(MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIREMENT HAZARDS SEC110NR60280FTHBRCONYS.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R3112OFTHE RCONYS Legalizations of Existing Structures: CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SFCTION RI001.12 OF THE RCONYS. 20 PSF 110 B SEVERE 36" M-H SM 11° YES X Kim & McGuire Residence 38.GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SBCUCN 8309 OF THE RCONYS:OPENINGS BETW'EENTHE GARAGE AND 1! RESIDENCE SNAIL BE EQUIPPED WITH A45-MINUTE FIR4FRATED DOOR ASMMBLYEQUIPPED WITH A SELFLL.OSING DEVICE. #2800 Bridge Lane DUCTS INTHE GARAGE AND DUCTS PENETRATING THE WALLS AND(FLINGS SEPARATING THE DWELLING FROM THE GARAGEOO7711 SHAG 13E CONMUCM OFA MDZMUMNJMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO C THE GARAGE b`" utc o e New York WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLYAN ATTACHED GARAGE FROM A DWELLING OR US ATTIC,THE PARTBTONASSEKBLYMALLHAVEAY4HOURFRERTS6TANCERATHNG.WHEREHORIZONTALCONMUCTIONLSUSEDTO SEPARATE THE GARAGE FROM THE RESIDENCE OF TIS ATTIC,SUCH CONSTRUCTION MAUBE PROTECTED WITH ONE LAYER THESE PLANS HAVE BEEN DESIGNED FOR COMPLIANCE WITH THE: OF 518'THICK TYPE`X"GYPSUM BOARD INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 805.1 OF THE • RESIDENTIAL CODEOFNEW VOMANURK AL FOR ANDTHEYD EDITION S.C.T.M.: 1000-85 -02-03 RCONYS.OPENINGS IN HORIZONTAL SEPARATIONS SHAG.NOT HE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE • WOOD FRAME CONSTRUCTION MANUAL FOR 1&2 FAMILY DWELLINGS PROTECTED BY VERTICAL SEPARATIONS. • MIN.DESIGN LOADS FOR BUILDINGS&OTHER STRUCTURES-ASCE 7-05 ABBREVIATIONS Issued:For approval • FLOOD DESIGN PER ASCE 24-05 39.NON-RABTFABIE SPACES SHALL COMPLY WITH SECTION MW OF THE RCONYS ALT=ALTERNATE #=POUND OR NUMBER 40.PROVIDE 6 MR POLYETHYLENE VAPORBARRIPRUNDER CONCRETE SLABS. BD-BOARD OC=ON CENTER COVER CJ=CEILING JOIST VLj� SUEET OH= 41.ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. CLG=CEILING OPG=OPENING COL=COLUMN PC=PULL CHAIN DP=DEEP PL=PLATE Keri Kazel, Architecture DR=DOOR RR=ROOF RAFTER EXT=EXTERIORSD=SMOKE DETECTOR 2 Windemere Court FAT=FRESH AIR INLET S0=SHEETROCK OPENING P.O.Box 169 FJ=FLOOR JOIST Bldg Dept copy from ZBA TND=FOUNDATION TEMP=TEMPERED Speonk NY 11972 P T.O.S.=TOP OF SLAB Phone:631-874-2925 �® Final reviewed documents FT"FOOT OR FEET OR SUBFLOORING Fax 631-874-7377 9 FTG=FOOTING ZBA F # Y L GL=GLASS T.O.WL=TOP OF WALL keri@kazelarchitects.com Date:��/ / O / GDR=GIRDER TYP= TYPICAL HDPSUM W/ HEADO=WITHOUT Date: June 23, 2014 HDR=HEADER WD=WOOD IAI HT=HEIGHT WL=WALL INT--INTERIOR WWM=WOVEN WIRE MESH Scale: As noted MIN=MINIMUM Project No. NOTES: SYMBOL LEGEND III"-III=III=1 EARTH I-1 I I—I 11-1 I POURED CONCRETE EXISTING STUD WALL TO REMAIN ------, EXISTING STUD WALL TO BE REMOVED 0 NEW 2x4 OR 2x6 STUD WALL @ 16"O.C. JOISTS @ 16"O o..0. JOISTS ABOVE CORNER HOLDOWN SEE DETAIL THIS SHEET 5 SECTION/DETAIL A5 1. 9"COLUMN ON g-4" T-114 16 st 16"DIA.SONOTUBE BUILDING SECTION PIERS.SEE DETAIL THIS SHEET. r r--------------------- --- =1r WINDOW \ ------' ELEMENTS ABOVE II I I II I — GIRDER/HEADER ABOVE I .• I I I I I I ■ POST DOWN 2 x 8"FLOOR JOIST I I @16"O.C. INTERCONNECTED COMBINATION r�?SD SMOKE AND CARBONMONOXIDE I 'co CO DETECTORS AS PER R313 OF RCONYS I I I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR r I I MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE _ NEW GIRDER _ I FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING O yip I _ BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS 8"POURED CONCRETE FOUNDATION I I I I MATERIAL REMOVAL&DISPOSAL. WALL WITH 2-#4 CONTINUOUS HORIZ. I I I RE-BAR AT TOP&#5 VERTICAL REBAR THE CONTRACTOR SHALL INDEMNIFY&HOLD @ 24"O.C.ON 24"x 12"P.C.FOOTINGS CRAWL SPACE I ( I � I HARMLESS THE OWNER,THE ARCHITECT,AND WITH 3-#5 RE-BARS E.W. THEIR AGENTS&EMPLOYEES FROM I I F 3"P.C.SLAB WITH ALL CLAIMS,DAMAGES,LOSSES AND AEXPENSES AGAINST 0 6x 6,10/10 W.W.M. I ARISING OUT OF OR RESULTING FROM ANY OF THE OVER.006 POLY VAPOR ITEMS LISTED ABOVE. 1 I V BARRIER.(5000 PSI.MIN.) I I _• I 00 OVER 6"GRAVEL BASE ` I IO m I THE CONTRACTOR SHALL VERIFY ALL FIELD I -ao i I CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REO'D. I •` I L— THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR / "METHODS&MEANS"OF CONSTRUCTION.THE �I I————————— GIRDER --------- -, / ARCHITECT IS NOT RESPONSIBLE FOR FIELD -� r O 1�D I I I / SUPERVISION. ry \I—/ -------� I I ——————— JHDI ✓ i i) A, f '. 12'88" T-44" T-11163 �. 24'-011" 16 EXISTING FOUNDATION PLAN SCALE: 1/4"=V-0" Legalizations of Existing Structures: Kim & McGuire Residence #2800 Bridge Lane Cutchogue,New York S.C.T.M.: 1000-85 -02-03 Issued:For approval FOUNDATION PLAN / 3 Keri Kazel, Architecture 2 Windemere Court Q P.O.Box 169 Bldg Dept copy from ZBA Speonk,NY 11972 Final reviewed documents Phone:631-874-2925 Z13A Fil #i Fax:631-874-7377 Date- // / keri@kuelarchitects.com Date: June 23, 2014 Scale: As noted A2 Project No. NOTES: SYMBOL LEGEND L-III-TI 1 EARTH I_I I I—III—i i I POURED CONCRETE Q EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO BE REMOVED 0 NEW 2x4 OR 2x6 STUD WALL @ 16"O.C. 2x JOISTS 34•x" :31'-6" @ 16"a.C� JOISTS ABOVE NEW ADDITION EXPGBUILDING WIDTH e SECTION/DETAIL AS 17.114" 16'-043" S-1 NEW PORCH WIDTH NEW BUILDING WIDTH AS BUILDING SECTION 17-14" ----------------- _. . �� WINDOW I� CFCOL fO ------- O1t°x 5s DOUBLE DP ------- ELEMENTS ABOVE HUNG WINDOW , 10 s — _ DOUBLE HUNG WINDOW PROPOSED FAMILY ROOM GIRDER/HEADER ABOVE EXTG DINING ROOM EXTG KITCHEN 10 e l ■ POST DOWN 2 x 6 POCKET—�� r I b' DOOR c SD INTERCONNECTED COMBINATION I 1Q a �� SMOKE AND CARBONMONOXIDE N 1 x 5 DOUBLE DETECTORS AS PER R313 OF RCONYS LINE OF ROOF I HUNG WINDOW ABOVE o 2-3 4 -34 x 6 � i CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 0- ih POCKET DOORS N MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING BUT NOT TO BUILDING CODES,OSHA 12'-04" 6'2" 4'4" REGULATIONS.LIFE IFE SAFETY CODES,&HAZARDOUS N 0 I - U MATERIAL REMOVAL&DISPOSAL. a LA THE CONTRACTOR SHALL INDEMNIFY&HOLD EXPG LAUNDRYISTORAGE HARMLESS THE OWNER,THE ARCHITECT,AND I m THEIR AGENTS&EMPLOYEES FROM AND AGAINST I g EXPG STUDY ROOM ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES 2"x 6 ❑ ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. I PROPOSED LIVING ROOM Na _ THE CONTRACTOR SHALL VERIFY ALL FIELD f n —— —• CONDITIONS AND NOTIFY THE ARCHITECT OFANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REO'D. f 2t1x 6 a THE ARCHITECT SHALL BE HELD HARMLESS BY ANY f io ,p o AGENCY FOR ANY"ERRORS&OMISSIONS"ON I +sB THESE DOCUMENTS. f THE CONTRACTOR IS SOLEY RESPONSIBLE FOR f NEW FIRE PLACE 134 tiCONSTRUCTION.ARCHITECT IS NOT RESPONSLE OR E LD LaSUPERVISION. 1t6x26 DOUBLE N HUNG WINDOW1 [\NN T4 4,-3$" 110 x ZsDOUBLE 1(y-(r2x08" HUNG OW NEW PORCH WIDTH NEW BUILDING WIDTH �I� 3402" t31'-6" p NEW ADDITION EXPG BUILDING WIDTH EXISTING FLOOR PLAN SCALE: 114"=V-0• Legalizations of Existing Structures: Kim & McGuire Residence #2800 Bridge Lane Cutchogue,New York S.C.T.M.: 1000-85-02-03 Issued:For approval FLOOR PLAN Keri Kazel, Architecture Bldg Dept pY from ZBA 2 Windemere Court . P.O.Box 169 Final reviewed documents Speonk,NY 11972 ZBA Fil # / Phone:631-874-2925 Date, , /� Fax:631-874-7377 keri@kazelarchitects.com Date:June 23,2014 Scale:As noted A3 Project No. NOTES: INSULATION VALUES WALLS:6"R-21 BATT NSULATION SLOPED CLGS:8-1/4"R-30C BATT INSULATION WITH 2"BAFFLES FLAT CLGS:12"R-38 BATT INSULATION CANTL FLOORS:9"R-30 BATT INSULATION WITH AIR LOCK FLOORS:9"R-30 BATT INSULATION TYPICAL ROOF CONSTRUCTION: WALL TO BE BRACED DURING CONSTRUCTION TO PREVENT 30 YEAR ARCHITECTURAL ASPHALT BOWING OF TOP PLATES.DO NOT REMOVE BRACES UNTIL SHINGLES TO MATCH EXISTING WALLS AND ROOF ARE FULLY SHEATHED AND STRAPPED. 3011 ROOF FELT 1/2"CDX PLYWOOD SHEATHING RAFTERS AS NOTED - TYPICAL EXTERIOR WALL CONSTRUCTION .12 2 8"AZEK FASCIA BOARD SYMBOL LEGEND CEDAR SIDING 1� TYVEK HOUSE WRAP OR EQUAL 6"ALUMINUM GUTTER I_I I1=111=1 }"PLYWOOD SHEATHINGIIIII it —I I m—I I I EARTH 2x 6 STUDS @ 16"O.C. NEW ADDITION EXTG ROOF GYPSUM WALL BOARD / 11 11 U 11 ll ll 11 10"HB&G FIBERGLASS COLUMN POURED CONCRETE I Ill J1 PROPOSED PORCH EXIS TO REMAIN \ EXISTING STUD WALL \\ L-----] TO BE REMOVED CONCRETE STEP DOWN \ Ii IT IA I 11 ll1 -IL 0 NEW 2x4 OR 2x6 STUD WALL @ 16 O.C. 12 I 12 I I2x JOISTS 2 f 2F_ @ 16"I I I O.c. JOISTS ABOVE 2 I I I -- --- -- -- -- — 5 SECTION/DETAIL BUILDING SECTION EXISTING 34'-02" WINDOW J ------- ELEMENTS ABOVE 2x8 R.R. N EXISTING RIGHT SIDE ELEVATION @@ tD.C.o.co.c. I;( SCALE: 1/4"=V-0" —— — GIRDER/HEADER ABOVE ■ POST DOWN �'Ix�SD INTERCONNECTED COMBINATION I ,� SMOKE AND CARBONMONOXIDE co DETECTORS AS PER R313 OF RCONYS TYPICAL ROOF CONSTRUCTION: CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR f30 YEAR ARCHITECTURAL ASPHALT MAINTAINING JOB SITE SAFETY DURING THIS PHASE SHINGLES TO MATCH EXISTING OF WORK&SHALL COMPLY WITH ALL APPLICABLE 30#ROOF FELT -- -- - - ---- - - ----- ------- -- --. ----.----- ------ - -- --- -------------------= FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING 1/2"CDX PLYWOOD SHEATHING - BUT NOT LIMITED TO BUILDING CODES,OSHA RAFTERS AS NOTED REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS LINE OF MATERIAL REMOVAL&DISPOSAL. WALL BELOW 6"ALUMINUM GUTTER THE CONTRACTOR SHALL INDEMNIFY&HOLD 10"HB&G FIBERGLASS COLUMN 1L1 / \ HARMLESS THE OWNER,THE ARCHITECT,AND L / \ THEIR AGENTS&EMPLOYEES FROM AND AGAINST JJ / \ ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES ANDERSEN 200 SERIES / \ ARISING OUT OF OR RESULTING FROM ANY OF THE DOUBLE HUNG WINDOWS J � � � I 11ll Jl U -11 ll U ` 'on ITEMS LISTED ABOVE. TYPICAL EXTERIOR WALL CONSTRUCTION Il \\ // THE CONTRACTOR SHALL VERIFY ALL FIELD CEDAR SHAKE SIDING ILI \ / CONDITIONS AND NOTIFY THE ARCHITECT OF ANY EXISTING ROOF PLAN TYVEK HOUSE WRAP OR EQUAL \ / CONDI TIONS NOT ASSUMED HE SHALL TAKE AND BE 11 111i SCALE: 1/4"=1'-O" "PLYWOOD SHEATHING 11 RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 2x 6 STUDS @ 16"O.C. THE ARCHITECT SHALL BEHELD HARMLESS BY ANY GYPSUM WALL BOARD I I AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. I I I I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR L--------------------------------------j "METHODS&MEANS"OF CONSTRUCTION.THE C-------------------------------------- ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. EXISTING REAR ELEVATION SCALE: 1/4"=V-0" TYPICAL ROOF CONSTRUCTION: -*='"�'"� �•'. 30 YEAR ARCHITECTURAL ASPHALT ' p\ F,N N ;'•, + SHINGLES TO MATCH EXISTING 30#ROOF FELT 1/2CDX PLYWOOD SHEATHING g {; RAFTERS AS NOTEDN! t { 4 36"HIGH RAILING if p R312 GUARDRAILS:PORCHES '' 9 BALCONIES AND STAIR LANDINGS 30"ABOVE FLOOR •;Q ��^ SHINGLE ROOF OR GRADE TO BE INSTALLED �,,plyy143 22x8 ROOF 6'ALUMINUM GUTTER 12 WITH 36"HIGH RAILINGS, �4' X16"O.C. TYPICAL EXTERIOR WALL CONSTRUCTION 8"AZEK FASCIA BOARD 2 I-CEDAR SHAKE SIDING / BALUSTERS NOT TO ALLOW i� N GUTTER TYVEK HOUSE WRAP OR EQUAL J PASSAGE OF A SPHERE 4"OR }"PLYWOOD SHEATHING MORE IN DIAMETER. Legalizations of Existing Structures: RETARDER DER BATT INSULATION WITH VAPOR �, Kim & McGuire Residence o� RETARDER ON THE WARM SIDE 10"HB&G / 0 2x 6 STUDS @ 16"O.C. FIBERGLASS a M o 00 Bridge Lane IS \ / 1 ® Cu sho e New York / }"GYPSUM WALL BOARD COLUMN iv PROPOSED PORCH \ / 1L gu , PROPOSED LIVING ROOM TYPICAL EXT.WALL CONSTRUCTION n \/ T&G PLYWOOD SUBFLOOR O PROPOSED PORCH 00 10"HB&G //�� GLUED&NAILED(TYPICAL) WOL, / FIBERGLASS TYVEK HOUSE WRAP OR EQUAL S.C.T.M.: 1000-85-02-03 COLUMN // \\ STEPS �l-I 1LJ llllll / "PLYWOOD SHEATHING / NEW 2x 6 P.T.SILL PLATES OVER FIN.FLOOR 1L J1L L ll / TERMITE SHIELD AND SILL SEAL 2x 6 STUDS 16"D.C. Issued:For approval @ I44 }"GYPSUM WALL BOARD GRADE GRADE BUILDING SECTION,ROOF PLAN 4"SLAB OVER 6 MIL.POLYET HENE I 248 FLOOR JOIST CRAWL SPACE I ( and ELEVATIONS VAPOR BARRIER OVER COMPACTED FILL. ' @16'D.C. �g DIA.STEEL ANCHOR BOLTS MAX. CONCRETE 23"O.C.WITHIN 12"FROM ENDS OF NEW PORCH I ADDITIONAL NEW BUILDING I STEP EACH SILL PLATE PIECE EXTENDi ______________________________� Keri Kazel, Architecture 8"POURED CONCRETE FOUNDATION BOLTS MIN.T INTO FOUNDATION WALL WITH 2-#4 CONTINUOUS HORIZ AN D SECURE TO SILL WITH 3" ---- -------------------'-------- 2 Windemere Cour[ RE-BAR AT TOP&#5 VERTICAL REBAR 3"SCREED COAT OVER SQUARE WASHER AND TIGHTENED P,O.Box 169 @ 24"O.C.ON 24"x 12"P.C.FOOTINGS 6 MIL.POLYETHENE VAPOR BARRIER NUT TO EACH BOLT. NEW ADDITION Speonk,NY 11972 WITH 315 RE-BARS EW. OVER PURE SAND FILL OVER EXISTING �-, I Phone:631-874-2925 GRADE.TOP OF NEW GRADE TO BE �0/ FHX.631-874-7377 FLUSH WITH PROPOSED FINAL GRADE. EXISTING BUILDING SECTION EXISTING LEFT SIDE ELEVATION Bldg Dept cOPY from ZBA keri@kazelarchitects.com SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" Final reviewed documents Date: June 23, 2014 DBA F' #/ Date Scale: As noted A4 Project No. NOTES: CORNER HOLDOWN 8"POURED CONCRETE FOUNDATION SEE DETAIL THIS SHEET WALL WITH 2-94 CONTINUOUS HORIZ RE-BAR AT TOP&#5 VERTICAL REBAR @ 24"O.C.ON 24"x 12"P.C.FOOTINGS WITH 345 RE-BARS E.W. i m SYMBOL HD/J ------------- -- --'� ------------------- ------ LEGEND III-1 H =1 EARTH 1.I —I i 1-1I DROP TOP OF 1 I WALL 8"TO ALLOW + ; z", I I ( �•• I ;;.s-_� POURED CONCRETE • I FOR OVERHEAD DOOR j SLAB ON GRADE I I EXISTING STUD WALL TO REMAIN 4"P.C.SLAB WITH I I p I I 6x 6,10/10 W.W.M. I EXISTING N I EXISTING STUD WALL OVER.006 POLY VAPOR I I SLAB ON GRADE I . I L-----3 TO BE REMOVED 'v I BARRIER.(5000 PSI.MIN.) I I - � 4"P.C.SLAB WITH 1 OVER 6"GRAVEL BASE I I 6x 6,10/10 W.W.M. I NEW 2X 4 OR 2x 6 OVER.006 POLY VAPOR I STUD WALL @ 16"O.C. I I BARRIER.(5000 PSI.MIN.) 04 I I I I " OVER 6"GRAVEL BASE l I 2x JOISTS 1s"O.C. JOISTS ABOVE I I I I I I g" I 25'-6" 1r I ----- I I 5 �'�iDl •• �------------------------------ —� SECTION/DETAIL ----- ----------------------------- I I 5,57 BUILDING SECTION I I I ' I II WINDOW I I II ._---7: ELEMENTS ABOVE — +N� L------------------------- p1 —— --- ----------------------- �jl ! — GIRDER/HEADER ABOVE .00' i 2T-2" 22'-3" T ■ POST DOWN SD INTERCONNECTED COMBINATION SMOKE AND CARBONMONOXIDE co DETECTORS AS PER R313 OF RCONYS EXISTING FOUNDATION PLAN CONTRACTOR SHALL BE Y RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE SCALE: 1/4"=1'-0" OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL.STATE,&LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS MATERIAL REMOVAL&DISPOSAL. VT SPACING ALLOWS 2-t6D COMMON THE CONTRACTOR SHALL INDEMNIFY&HOLD HOEDOWN INSTALLATION NAILS @ 6"O.C. HARMLESS THE OWNER,THE ARCHITECT,AND FOR FULL LENGTH THEIR AGENTS&EMPLOYEES FROM AND AGAINST SIMPSON HDU5-SDs2.5 OF STUD ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES HOLDOWN(MIN.5000#) CORNER STUD CONNECTED ARISING OUT OF OR RESULTING FROM ANY OF THE TOTRANSFERSHEAR ITEMS LISTED ABOVE. BLOCKING THE CONTRACTOR SHALL VERIFY ALL FIELD @ ENDWALL n CONDITIONS AND NOTIFY THE ARCHITECT OF ANY ° CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE FEE,—r-J RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 48'-5" °- _' THE ARCHITECT SHALL BE HELD HARMLESS BY ANY BUILDING WIDTH ®• AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. 26'-2" 27-3" 3!4"DIA.THREADED ROD EMBEDDED 16'INTO SOLID FILLED 8"CMU BLOCK THE CONTRACTOR IS SOLEY RESPONSIBLE FOR NOTES: "METHODS&MEANS"OF CONSTRUCTION.THE 1.HOLD DOWNS REQUIRED AT EACH BUILDING CORNER,AT EACH ARCHITECT IS NOT RESPONSIBLE FOR FIELD OVERHEAD GARAGE DOORJAMB,AND AS INDICATED ON THE PLANS. SUPERVISION. 2.ALL STRAPPING.ANCHORS,AND HOLD DOWNS SHALL BE INSTALLED AS PER MANUFACTURES SPECIFICATIONS. - _ i• CORNER HOLDOWN DETAIL �r c �° �� :.A . � f�:Vnfl:a ,t N.T.S.obo Z-0 Z g ! ' X o SECTION R806: ROOF VENTILATION s w R806.1:VENTILATION REQUIRED— I '` X ,. A EXISTING WORKSHOP Op ENCLOSED ATTICS&ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED , ih 7" 8 x EACH SEPARATE SPACE BYDIRECTLY TO THE IDVENTILATING PEN NGS PROTECTED AGAINSE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATIONS E ENTRANCE v n o OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED WITH CORROSION-RESISTANT EXISTING GARAGE 3: WIRE MESH,WITH 1/8"MINIMUM TO 1/4"MAXIMUM OPENINGS. (�,�'E-' .1'1 z o OQ n < N t; R806.2:MINIMUM AREA m" F n THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 TO 150 OF THE AREA I-Xz o a OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED Legalizations of Existing Structures: v ¢ O TO 1 TO 300,PROVIDED AT LEAST 50%AND NOT MORE THAN 80%OF THE REQUIRED VENTILATING Kim & McGuire Residence Axa w 7o w O Z AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE to LL o a X VENTILATED AT LEAST THREE FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE #2800 Bridge Lane M w OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. AS ——— AN ALTERNATIVE,THE NEW FREE CROSS VENTILATION AREA MAY BE REDUCED Cutchogue,New York EXISTING EXISTING TO 1 TO 300 WHEN A VAPOR BARRIER HAVING A TRANSMISSION RATE NOT `------------------------------------------------------------ 6'-4"X 10" EXCEEDING ONE PERM IS INSTALLED ON THE WARM SIDE OF THE CEILING. FIXED WINDOW FIXED WINDOW wS.C.T.M.: 1000-85 -02-03 � R80fi.3:VENT CLEARANCE WHERE EAVE OR CORNICE VENTS ARE INSTALLED,INSULATION SHALL NOT BLOCK THE FREE Issued:For approval EXISTING EXISTING FLOW OF AIR. A MINIMUM OF A ONE-INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION r 11"X11_10" 11"X 1'-10" x AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. FOUNDATION DATION and FLOOR FIXED WINDOW FIXED WINDOW �,.> __ PLAN EXISTING 3'-10"X7-6" ROOF NOTES: IffEl AKeri Kazel Architecture FIXED WINDOW tsRAFTERS AS NOTED ON PLANS 2 Windemere Court 5' 3- T-44" T-44" 5-1q 4'-92" T-112" 3'-112" V-* 3_1" RIDGES AS NOTED ON PLANS P.O.Box 169 ALL FLASHING TO BE LEAD-CATED COPPER Speonk,NY 11972 26'2" 2'-3" ALL GUTTERS TO BE 5"ALUM p Phone:631-874-2925 ALL LEADERS TO BE 4"ALUM 14f1► Fax:631-874-7377 ALL ROOFING TO BE ASPHALT SHINGLES(COLOR&MAKE SELECTED BY OWNER) SLOPE ALL GUTTERS TOWARD LEADERS @118"PER LINEAR FOOT ken@kazelarchitects.Com EXISTING GARAGE WIDTH PROVIDE HIP AND VALLEY RAFTER CLIPS,USE SST HCP2 W/UPLIFT CAPACITY OF 605Date: June 23, 2014 VENT CONCEALED RAFTER SPACE ABOVE INSULATION TO THE EXTERIOR EXISTING FLOOR PLAN DOUBLE ROOF UNDERLAYMENT FELT FOR ROOF PITCHES LESS THAN 4:12 A5j SCALE: 1/4"=V-0" PROVIDE SNOW&ICE SHIELD FROM THE EAVES TO A PT.A MIN.OF 24"PAST THE WARM SIDE OF THE WALL Scale: As noted Pro'ect No. NOTES: SYMBOL LEGEND III—I i—I 1=1 EARTH I-1 I I-1 I I-1 I I r POURED CONCRETE TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: �_� EXISTING STUD WALL 30 YEAR ARCHITECTURAL ASPHALT 12 30 YEAR ARCHITECTURAL ASPHALT TO REMAIN SHINGLES TO MATCH EXISTING �5 SHINGLES TO MATCH EXISTING 30#ROOF FELT 30#ROOF FELT L_=__=� EXISTING STUD WALL 1/2"CDX PLYWOOD SHEATHING 1/2"CDX PLYWOOD SHEATHING TO BE REMOVED RAFTERS AS NOTED RAFTERS AS NOTED NEW 2x 4 OR 2x 6 ElSTUD WALL @ 16"O.C. 2xJOISTS ABOVE � —I @.2p: TYPICAL EXTERIOR WALL CONSTRUCTION TYPICAL EXTERIOR WALL CONSTRUCTION I SECTION/DETAIL CEDAR SHAKE SIDING ,°D CEDAR SHAKE SIDING \ TYVEK HOUSE WRAP OR EQUAL TYVEK HOUSE WRAP OR EQUAL to PLYWOOD SHEATHING a "PLYWOOD SHEATHING A5 BUILDING SECTION 2x 6 STUDS @ 16"O.C. 2x 6 STUDS @ 16"O.C. 'GYPSUM WALL BOARD r 'GYPSUM WALL BOARD WINDOW GRADE GRADE " a ° ° '° / -____-- ELEMENTS ABOVE 22'-3" — — — GIRDER/HEADER ABOVE EXISTING LEFT SIDE ELEVATION EXISTING GARAGE WIDTH ■ POST DOWN SCALE: 1/4"=V-0" SD INTERCONNECTED COMBINATION ANDEXISTING FRONT ELEVATION ``X�co DET COTO SASP RR313OFORCONYS SCALE: 1/4"=V-0" CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY TYPICAL ROOF CONSTRUCTION: AGENCY FOR ANY"ERRORS&OMISSIONS"ON 30 YEAR ARCHITECTURAL ASPHALT THESE DOCUMENTS. SHINGLES TO MATCH EXISTING 12 30#ROOF FELT 5 TYPICAL ROOF CONSTRUCTION: THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 1/2"CDX PLYWOOD SHEATHING 30 YEAR ARCHITECTURAL ASPHALT 2 "METHODS&MEANS"OF CONSTRUCTIN.THE RAFTERS AS NOTED EXISTING 2x4 COLLARTIE�46'O.C. SHINGLES TO MATCH EXISTING ARCHITECT IS NOT RESPONSIBLE FOR FIELD 307!1 ROOF FELT SUPERVISION. TYPICAL EXTERIOR WALL CONSTRUCTION 1/2'CDX PLYWOOD SHEATHING CEDAR SHAKE SIDING RAFTERS AS NOTED TYVEK HOUSE WRAP OR EQUAL }PLYWOOD SHEATHING EXISTING2x8ROOF 5-1/2"(R-21)BATT INSULATION WITH VAPOR RAFTER 16'O.C. TYPICAL EXTERIOR WALL CONSTRUCTION r �' RETARDER N THE WARM SIDE ' CEDAR SHAKE SIDING 2x 4 STUDS @ 16"O.C. P� C a i F ' a TYVEK HOUSE WRAP OR EQUAL �, \P' -E� }"GYPSUM WALL BOARD "PLYWOOD SHEATHING ✓ t,,`. SSId K- 2x 6 STUDS @ 16'O.C. a ' ��A GYPSUM WALL BOARD $ _ 0 NEW 2x 4 P.T.SILL PLATES OVER TERMITE SHIELD AND SILL SEAL $ GRADE GRADE 8"DIA STEEL ANCHOR BOLTS MAX. 3 12 16-11" 23"O.C.WITHIN 12"FROM ENDS OF q q EXISTING AUTOMATIC GARAGE DOOR OPENING Legalizations of Existing Structures EACH SILL PLATE PIECE.EXTEND BOLTS MIN.T INTO FOUNDATION Kim & McGuire Residence AND SECURE TO SILL WITH 3" SQUARE WASHER AND TIGHTENED #2800 Bridge Lane NUT TO EACH BOLT. Cutc ogee,New York EXISTING RIGHT SIDE ELEVATION S.C.T.M.: 1000-85 -02-03 EXISTING BUILDING SECTION SCALE: 1/4"=V-0" SCALE: 1/4"=1'-0" Issued:For approval BUILDING SECTION and ELEVATIONS ( � Keri Kazel, Architecture 2 Windemere Court P.O.Box 169 y from Speonk,NY 11972 Bldg Dept copy Phone:631-874-2925 Final reviewed documents Fax:631-874-7377 ZBA F I # ' / ( keri@kazelarchitects.com Date Date: June 23, 2014 Scale: As noted A6 Project No. NOTES: SYMBOL LEGEND TI—III—III=1 EARTH I-1I1=1I 11I I, POURED CONCRETE EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO BE REMOVED NEW 2x 4 OR 2x 6 STUD WALL @ 16"O.C. _2x JOISTS 16"O.C� JOISTS ABOVE @ SECTION/DETAIL s BUILDING SECTION A5 WINDOW ELEMENTS ABOVE f — — — — — — — — — — — — — — — — I —— — GIRDER/HEADER ABOVE f o ■ POST DOWN d d O I INTERCONNECTED COMBINATION m I ' `xx SO SMOKE AND CARBONMONOXIDE cg r-SCO DETECTORS AS PER R313 OF RCONYS EXISTING 2x8 RIDGE c0 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE EXISTING 2x8 RIDGE U FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING O BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS p I I MATERIAL REMOVAL&DISPOSAL. �--- LINE OF WALL BELOW "' � I I THE CONTRACTOR SHALL INDEMNIFY&HOLD HARM— THEIR ESS AGENTS&E NPR,THE ARCHITAND AG D L I THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES V I ARISING OUT OF OR RESULTING FROM ANY OF THE O ITEMS LISTED ABOVE. io THE CONTRACTOR SHALL VERIFY ALL FIELD LINE OF CONDITIONS AND NOTIFY THE ARCHITECT OF ANY WALL BELOW I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REO'D. — THE ARCHITECT SHALL BE HELD HARMLESS BY ANY L_ AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 'METHODS&MEANS"OF CONSTRUCTION.THE ARCHITECT IS NOT RE§R.,DNSIBLE FOR FIELD SUPERVISION. EXISTING ROOF PLAN r °t NN SCALE: 1/4"=V-0" Legalizations of Existing Structures Kirn & McGuire Residence #2800 Bridge Lane Cutchogue,New York S.C.T.M.: 1000-85-02-03 Issued:For approval ROOF PLAN Keri Kazeb Architecture / 2 Windemere Court P.O.Box 169 Speonk,NY 11972 froth Z6A Phone:631-874-2925 Bldg 0 P copy docuro is Fax:631-874-7377 Flnal reViewe kerioakazelarchitects.com ZBA � - Date: June 23, 2014 Date- Scale: As noted A7 Project No. NOTES: TYPICAL ROOF CONSTRUCTION: SYMBOL LEGEND 30 YEAR ARCHITECTURAL ASPHALT SHINGLES TO MATCH EXISTING 2 x 8 RAFTER 30#ROOF FELT =11 I 1 1=1 EARTH EX-rG ROOF I 1/2"CDX PLYWOOD SHEATHING -111-III-11( EXISTING POOL HOUSE RAFTERS AS NOTED 12 „ 15 �� - "'`�`•� POURED CONCRETE — — — — — —'— J EXISTING ALUMINUM 2 x 4 C.T.@ 48"O. GUTTER 2 x 6 ROOF RAFTER EXISTING STUD WALL � I @ 16"D.C. TO REMAIN i I TYPICAL EXTERIOR WALL CONSTRUCTION EXISTING STUD WALL REF TO BE REMOVED CEDAR SHAKE SIDING o C===-=7 i ; I TYVEK HOUSE WRAP q = I O I Cl) OR EQUAL w -j }"PLYWOOD SHEATHING " NEW 2x 4 OR 2x 6 o z'v zz p I O BATT INSULA11ON iv i ?� 2•_ 1^ _ RETARDERONTH WARM SIDEWITM VAPOR �� @ z a .Q w o EXISTING POOL ROOM ADDITION z 2x6 R.R. Go 2x6 R.R. I 2x 4 STUDS @ 16"O.C. 2x JOISTS STUD WALL 16"O.C. rlv p I `� i N N o I @ 16"O.C. a @ 16"Q.C. }"GYPSUM WALL BOARD 1 „ C JOISTS ABOVE m 1 i m NEW 2x 4 P.T.SILL PLATES OVER (2)2��x 68 iv p TERMITE SHIELD AND SILL SEAL 5 U) b DOOR a LU O I LINE OF I SECTION!DETAIL EXISTING °- I WALL BELOW GRADE St a �' ; W 2'-0"x4'&" ; iv `�° a I --� BUILDING SECTION m FIXED WINDOWS i 12"DIA SONOTUBE X N (V PIERS AT EACH POST -j ABOVE.SEE DETAIL WINDOW — — o, L ___. _____ _ _ -— J i THIS SHEET. i �- ----- ---- ---- -------------- ---' ____--= ELEMENTS ABOVE 2'-2" 2'-2" 2-2" 2'-2" 9" —- LINE OF EXISTING 4a" 3&-") �" 3 6" — GIRDER/HEADER ABOVE ROOF ABOVE 1T-3" EXISTING ROOF PLA PROPOSED BUILDING WIDTH SCALE: 1/4"=1'-0" ■ POST DOWN EXISTING FLOOR PLAN SD (SMOKE N DCTEDCOMBINATI E �'-`"CO SMOKE AND CARBONMONOXIDE DETECTORS AS PER R313 OF RCONYS SCALE: 114"=T-0" CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS MATERIAL REMOVAL&DISPOSAL THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES EXT"G THE POOL HOUSE PROPOSED BUILDING ADDITION PROPOSED BUILDING ADDITION EX-rG POOL HOUS ARISING OUT OF OR RESULTING FROM ANY OF ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD TYPICAL ROOF CONSTRUCTION: CONDITIONS AND NOTIFY THE ARCHITECT OF ANY TYPICAL ROOF CONSTRUCTION: 30 YEAR ARCHITECTURAL ASPHALT CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 30 YEAR ARCHITECTURAL ASPHALT SHINGLES TO MATCH EXISTING EXISTING ALUMINUM TYPICAL ROOF CONSTRUCTION: SHINGLES TO MATCH EXISTING RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 30#ROOF FELT GUTTER 30 YEAR ARCHITECTURAL ASPHALT u _ 30#ROOF FELT 1/2"CDX PLYWOOD SHEATHING SHINGLES TO MATCH EXISTING 1/2"CDX PLYWOOD SHEATHING THE ARCHITECT SHALL BE HELD HARMLESS N ANY RAFTERS AS NOTED 30#ROOF FELT RAFTERS AS NOTED AGENCY FOR ANY"ERRORS&OMISSIONS"ON 1/2"CDX PLYWOOD SHEATHING EXISTING ALUMINUM THESE DOCUMENTS. RAFTERS AS NOTED EXISTING ALUMINUM �� GUTTER THE CONTRACTOR IS SOLEY RESPONSIBLE FOR �� ,� "METHODS&MEANS"OF CONSTRUCTION.THE U1800F N ARCHITECT IS NOT RESPONSIBLE FOR FIELD GUTTER W SUPERVISION. TYPICAL EXTERIOR WALL CONSTRUCTION i CEDAR SHAKE SIDING _ ` AN TYVEK HOUSE WRAP OR EQUAL OL ��_ m � N Lit }"PLYWOOD SHEATHING LWIT J WIJ u °D °p SLI 5-1/2"(R-21)BATT INSULATION NTH VAPOR ~ RETARDER ON THE WARM SIDE 2x 4 STUDS @ 16"O.C. FYI #"GYPSUM WALL BOARD J {A 1 TYPICAL EXTERIOR WALL CONSTRUCTION /I €� � I SHAKE SIDING I I I I I I —/ I I I I I TYPICAL EXTERIOR WALL CONSTRUCTION J L J L J L J L J L J CEDAR _�� 12"DIA.SONOTUBE L J L J L J CEDAR SHAKE SIDING v ,I EXISTING 12"DIA TYVEK HOUSE WRAP OR EQUAL 12"DIA.SONOTUBE L J L J L J PIERS AT EACH POST 17_3" }PLYWOOD SHEATHING PIERS AT EACH POST TYVEK HOUSE WRAP OR EQUAL _ SONOTUBE PIERS ABOVE.SEE DETAIL �"PLYWOOD SHEATHING AT EACH E PIER OVE. PROPOSED BUILDING WIDTH 5-112"(R-21)BATT INSULATION WITH VAPOR ABOVE.SEE DETAIL SEE DETAIL THIS SHEET. RETARDER ON THE WARM SIDE THIS SHEET. THIS SHEET. RETARDER DER BATT INSULATION WITH VAPOR = 2x 4 STUDS @ 16"O.C. RETARDER ON THE WARM SIDE 2x 4 STUDS @ 16"O.C. "GYPSUM WALL BOARDEXISTING RIGHT SIDE ELEVATION z"GYPSUM WALL BOARD ~ �I- = v EXISTING FRONT ELEVATION EXISTING LEFT SIDE ELEVATION SCALE: 1/4"=V-O" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" Legalizations of Existing Structures: Kim & McGuire Residence #2800 Bridge Lane Cutchogue,New York S.C.T.M.: 1000-85-02-03 SIMPSON STRONG 1E Issued:For approval ABA44 STAND-OFF BASE POOL HOUSE PLANS ' Keri Kazel, Architecture 2 Windemere Court t from ZBA P.O.Box 169 Bldg Dept copy Speonk,NY 11972 docurnis phone:631-8 74-2925 Final review t/f/ Fax:631-874-7377 112"DIA BOLT MIN. T EMBEDMENT MIN. keri@kazelazchitects.com Dat Date: June 23, 2014 POST TO SONOTUBE CONNECTION Scale: As noted JA8 Project No. NOTES: SIMPSON STRONG-TIE ABA44 STAND-OFF BASE i1 c I __________ , 8"POURED CONCRETE FOUNDATION — �D ---------------- I"� (— — — \( I / WALL WITH 2-#4 CONTINUOUS HORIZ. RE-BAR AT TOP&#5 VERTICAL REBAR @ 24"O.C.ON 24"x 12"P.C.FOOTINGS .' I I WITH&#5RE-BARS E.W. SYMBOL LEGEND - I I I ( I I II I I m .IITIIIII-I EARTHI-_=II SLAB ON GRADE 1/?DIA BOLT MIN. I I 4"P.C.SLAB WITH I I I N I T EMBEDMENT MIN. I I 6x 6,10/10 W.W.M. F:" I I POURED CONCRETE OVER.006 POLY VAPOR I I "�'`%'=" {,t BARRIER.(5000 PSI.MIN.) I 2x12 RIDGE OVER 6"G•2AVELBASE i i I ( POST TO SONOTUBE CONNECTION EXISTING STUD WALL ao TO REMAIN I I I I I I EXISTING STUD WALL I i TO BE REMOVED I I I I � o I 0 NEW 2x4OR2x6 STUD WALL @ 16"O.C. I I N LINE OF I JOIST'S I I I I WALL BELOW I 16"O. . I I I I JOISTS ABOVE �I I -------------------------------- I � s f�DI IHDI SECTION/DETAIL L— ———————————————————————————————— —J BUILDING SECTION 2T-14" �- -� WINDOW M EXISTING ROOF PLAN =_____= ELEMENTS ABOVE SCALE: 114" 1'-0" — - — GIRDER/HEADER ABOVE ■ POST DOWN �tx SSD INTERCONNECTED COMBINATION SMOKE AND CARBONMONOXIDE CO O O O O Op y DETECTORS AS PER R313 OF RCONYS V-&& 6-8& 6'6 6-81& CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE CL CL (L ( OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS.LIFE EXISTING FOUNDATION PLAN MATERIAL REMOVAL&DISPOSAL. HAZARDOUS SCALE: 1/4"=1'-0" THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES 2T-14" ARISING OUT OF OR RESULTING FROM ANY OF THE 1 1" BUILDING WIDTH ITEMS LISTED ABOVE. 2T-14" V-1$" T-5" T-5 6'-1$" 1 1" THE CONTRACTOR SHALL VERIFY ALL FIELD BUILDING WIDTH CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE --------- ———————7 ----------------------------------- RESPONSIBLE FOR FIELD MEASUREMENTS ASREQ'D. 171 THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. q O g 36"HIGH RAILING v F X z R312 GUARDRAILS:PORCHES THE CONTRACTOR IS SOLEY RESPONSIBLE FOR X I BALCONIES AND STAIR "METHODS&MEANS"OF CONSTRUCTION.THE 'O w N O LANDINGS 30"ABOVE FLOOR ARCHITECT IS NOT RESPONSIBLE FOR FIELD i N X OR GRADE TO BE INSTALLED SUPERVISION. U_ WITH 36"HIGH RAILINGS, I v BALUSTERS NOT TO ALLOW 3°x 68 PASSAGE OF A SPHERE 4"OR hi MORE IN DIAMETER. o NS N DN O_ EXISTING STORAGE I _ Z N z I N N 3 ---l 8o O m z v~i X I EXISTING STORAGE z�z z bo z --- o o X N o R X W- W M F p ----I � 00 LL e T WNW m S•F '�`"r,�-�',� f� �1 36"HIGH RAILING z N Z I � 1 4 R312 GUARDRAILS:PORCHES P X§ I Cl tD p BALCONIES AND STAIR X tD a Z�z_ ———� ?, F o'�v LANDINGS 30"ABOVE FLOOR W iv X rd X^'.+ — "dF;•.��.-„, �„✓' f,•,,,._%"p €� o OR GRADE TO BE INSTALLED LL �� o iv X m a W WITH 36"HIGH RAILINGS, c BALUSTERS NOT TO ALLOW W ——— ) PASSAGE OF A SPHERE 4”OR ——- -—— U MORE IN DIAMETER. ———� Lega izattons o Existing Structures: �8— ---X18--- ----i 6"---- ----7'$`---- --_2 — 3-0. ----------------------------------- Kim & McGuire Residence 1" 2r-14' 1" #2800 Bridge Lane 1" 2T-14" BUILDING WIDTH Cutchogue,New York BUILDING WIDTH I I S.C.T.M.: 1000-85-02-03 I I ANrIN ROOF ABO E Issued:For approval II N O N PORCH ROOF 4"X4"POST ON a { 16"DIA SONOTUBE I FOUNDATION PLAN, { PIERS.SEE DETAIL I I THIS SHEET. I FLOOR PLAN and ROOF PLAN I ALIGN I I �� 4 x a w000 POST Keri Kazeb Architecture ' 2 Windemere Court -- -------- -------- -------- P.O.Box 169 3n V 3 I Speonk NY 11972 2- 1s 1s 234.. L 1 sm s a - a rLOFPosr � 2T-34" � Bldg (L GL GL m P) Phone:631-874-2925 Fes:631-874-7377 keri@kazelarchitects.com EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN Date: June 23, 2014 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" Scale: As noted A9 Project No. NOTES: SYMBOL LEGEND III-1 I I-1 i=1 EARTH I-1 I IIII-1 I I POURED CONCRETE TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: EXISTING STUD WALL 12 12 30 YEAR ARCHITECTURAL ASPHALT SHINGLES TO MATCH EXISTING 30 YEAR ARCHITECTURAL ASPHALT TO REMAIN 30#ROOF FELT 17 7F— SHIN OOF EQ MATCH EXISTING L————— EXISTING STUD WALL 1/2"CDX PLYWOOD SHEATHING ❑ 1/2"CDX PLYWOOD SHEATHING TO BE REMOVED RAFTERS AS NOTED RAFTERS AS NOTED TYPICAL ROOF CONSTRUCTION: NEW ZX 4 OR ac 6 TYPICAL EXTERIOR WALL CONSTRUCTION 30 YEAR ARCHITECTURAL ASPHALT \ STUD WALL @ 16"O.C. CEDAR SHAKE SIDING ■ SHINGLES TO MATCH EXISTING L 2x JOISTS TYVEK HOUSE WRAP OR EQUAL 30#ROOF FELT @� 16.C. JOISTS ABOVE }"PLYWOOD SHEATHING 1/2"CDX PLYWOOD SHEATHING 12 TYPICAL EXTERIOR WALL CONSTRUCTION 5-1/2"(R-21)BATT INSULATION WITH VAPOR 12 RAFTERS AS NOTED 31 CEDAR SHAKE SIDING �3 // TYVEK HOUSE WRAP OR EQUAL SECTION/DETAIL RETARDER ON THE WARM SIDE 2x 4 STUDS @ 16"O.C. / "PLYWOOD SHEATHING }"GYPSUM WALL BOARD 5-1/2"(R-21)BATT INSULATION WITH VAPOR S-1 RETARDER ON THE WARM SIDE BUILDING SECTION 2x 4 STUDS @ 16"O.C. }"GYPSUM WALL.BOARD WINDOW 2-2 x 8 GIRDER BOLTED 4 x 4 POSTS WITH SIMP 36"HIGH RAILING ------- SIMPSON TIES TYPICAL R312 GUARDRAILS:PORCHES BALCONIES AND STAIR ELEMENTS ABOVE PROPOSED PORCH AREA LANDINGS 30"ABOVE FLOOR PROPOSED PORCH AREA OR GRADE TO BE INSTALLED 4 x 4 WOOD POSTS ON WITH 36"HIGH RAILINGS, ——— GIRDER/HEADER ABOVE 12"DIA SONOTUBE BALUSTERS NOT TO ALLOW PASSAGE OF A SPHERE 4"OR PIERS AT EACH POST ABOVE.SEE DETAIL MORE IN DIAMETER. ■ POST DOWN a THIS SHEET. a • • °• . ° ' �iSD INTERCONNECTED COMBINATION I I I I I SMOKE AND CARBONMONOXIDE I I �co DETECTORS AS PER R313 OF RCONYS I I LJ LJ ICONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING ES,OSHA EXISTING FRONT ELEVATION EXISTING REAR ELEVATIONBUILDING REGULATIONS.LI ESAFETYCODES, &HAZARDOUS TYPICAL ROOF CONSTRUCTION: SCALE: 1/4"=1'-0" SCALE: 1/4"=1°-0" MATERIAL REMOVAL&DISPOSAL. 30 YEAR ARCHITECTURAL ASPHALT TYPICAL ROOF CONSTRUCTION: SHINGLES TO MATCH EXISTING 30 YEAR ARCHITECTURAL ASPHALT THE CONTRACTOR SHALL INDEMNIFY&HOLD SHINGLES TO MATCH EXISTING HARMLESS THE OWNER,THE ARCHITECT,AND 30#ROOF FELT THEIR AGENTS&EMPLOYEES FROM AND AGAINST RA CDX PLYWOOD SHEATHING 30#ROOF FELT RAFTERS AS NOTED 1/2"CDX PLYWOOD SHEATHING ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES RAFTERS AS NOTED I I I I I I I �� I �l ARISING OUT OF OR RESULTING FROM ANY OF THE j LL11�— ITEMS LISTED ABOVE. 36"HIGH RAILING TYPICAL EXTERIOR WALL CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL FIELD R312 GUARDRAILS:PORCHES CEDAR SHAKE SIDING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY BALCONIES AND STAIR I L ILII ILL L TYVEK HOUSE WRAP OR EQUAL CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE LANDINGS 30"ABOVE FLOOR OR GRADE TO BE INSTALLED I I I I ?'PLYWOOD SHEATHING RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. WITH 36"HIGH RAILINGS, III L L� l I I I LI � I I t I � I I I�L� I b-1/2"(R-21)BATT INSULATION WITH VAPOR RETARDER ON THE WARM SIDE L i 1�u JJ�u J—L w THE ARCHITECT SHALL BE HELD HARMLESS BY ANY BALUSTERS NOT TO ALLOW 2x 4 STUDS @ O.C. AGENCY FOR ANY MORE IN DIAMETER. z"GYPSUM WALLLL BOARD THESE DOCUMENTS.RR RS&OMI IONS PASSAGE OF A SPHERE V OR THE CONTRACTOR IS SOLEY RESPONSIBLE FOR I I I I I II "METHODS&MEANS"OF CONSTRUCTION.THE TYPICAL EXTERIOR WALL CONSTRUCTION L I I LI III I I L_ I I I I ARCHITECT IS NOT RESPONSIBLE FOR FIELD CEDAR SHAKE SIDING SUPERVISION. TYVEK HOUSE WRAP OR EQUAL 36"HIGH RAILING "PLYWOOD SHEATHING R312 GUARDRAILS:PORCHES r 5-1/L"(R-21)BATT INSULATION WITH VAPOR BALCONIES AND STAIR RETARDER ON THE WARM SIDE LANDINGS 30"ABOVE FLOOR 2x 4 STUDS @ 16"O.C. \ OR GRADE TO BE INSTALLED �, \ WITH 36"HIGH RAILINGS, Z BALUSTERS NOT TO ALLOW � GYPSUM WALL BOARD F 1a" PASSAGE OF A SPHERE 4"OR �<- MORE IN DIAMETER. 4 x 4 WOOD POSTS ON 12"DIA.SONOTUBE i PIERS AT EACH POST ABOVE.SEE DETAIL ~_ THIS SHEET. ' ° a a • ' • • GRADE GRADE � •• I I I I I I I I I I I I fir_ J LJ LJ LJ �J Legalizations of Existing Structures: Kim & McGuire Residence EXISTING LEFT SIDE ELEVATION EXISTING RIGHT SIDE ELEVATION #2800 Bridge Lane SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" Cutchogue,New York S.C.T.M.: 1000-85 -02-03 Issued:For approval ELEVATIONS �t Keri Kazel, Architecture 1 2 IIIWin Cti ourt P.O.Boxox 169 169 Speonk,NY 11972 fr� Phone:631-874-2925 61d9 Dept copy ocu e S Fax:631-874-7377 Final re 1 v^'rd� keri@kazelarchitects.com zBpDat Date: June 23, 2014 Date Scale: As noted A10 Project No. NOTES: SYMBOL LEGEND III III=III=1 EARTH 1=1 11-1 11-1 .• POURED CONCRETE EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO BE REMOVED NEW 2x 4 OR 2x 6 STUD WALL @ 16"O.C. 2xJO@ 16-o. @ C. JOISTS ABOVE 1s—�c SECTION/DETAIL s' BUILDING SECTION A5 WINDOW 2x12 RIDGE BEAM -_----- ELEMENTS ABOVE ------------ ——— GIRDER/HEADER ABOVE TYPICAL ROOF CONSTRUCTION: 12 30 YEAR ARCHITECTURAL ASPHALT 17 SHINGLES TO MATCH EXISTING TYPICAL ROOF CONSTRUCTION: ■ POST DOWN ROOF FELT 30 YEAR ARCHITECTURAL ASPHALT 1/2"CDX PLYWOOD SHEATHING 2X4 COLLAR TIE SHINGLES TO MATCH EXISTING RAFTERS AS NOTED @48"O C• 30N ROOF FELT SD INTERCONNECTED A NECTED COMBINATION1/2"CDX PLYWOOD SHEATHING yC0 SMOKE AND CARBONMONOXIDE 2X8 ROOF RAFTER RAFTERS AS NOTED DETECTORS AS PER R313 OF RCONYS @16-O.C. 0 PROPOSED UPPER LEVEL d 12 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING PHASE —I3 OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING o BUT NOT LIMITED TO BUILDING CODES,OSHA TYPICAL EXTERIOR WALL CONSTRUCTION 12"TJ1560 SERIES @16"O.C. - N REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS CEDAR SHAKE SIDING MATERIAL REMOVAL&DISPOSAL. TYVEK HOUSE WRAP OR EQUAL 4"4 WOOD POSTS ON 1"PLYWOOD SHEATHING PI DIA.T EACH BE 5-1J2"(R-21)BATT INSULATION WITH VAPOR PIERS AT EACH POST b THE CONTRACTOR SHALL INDEMNIFY&HOLD RETARDER ON THE WARM SIDE ABOVE.SEE DETAIL HARMLESS THE OWNER,THE ARCHITECT,AND 2x 6 STUDS @ 16"O.C. THIS SHEET. c iv THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES } GYPSUM WALL BOARD I° ARISING OUT OF OR RESULTING FROM ANY OF THE PROPOSED LOWER LEVEL a` Y ITEMS LISTED ABOVE. PROPOSED PORCH AREA b' NEW 2x 4 P.T.SILL PLATES OVER TERMITE SHIELD AND SILL SEAL THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. GRADE THE ARCHITECT SHALL BE HELD HARMLESS BY ANY II- Ijk-II _I'LI II_ `11 I' IIL� C IL I ItJI _ y I- r Idi IE.II I,CI III II I III Ir 1�I IIJ ql{ IFI �R,EJ� I� I I-_Imo, AGENCY FOR ANY"ERRORS&OMISSIONS"ON X11 Lw u F b THESE DOCUMENTS. TuI �'!-FI Iii I li-'''C' I'11 ullfl '_II' LF F,L�-, l„f II THE CONTRACTOR IS SOLEY RESPONSIBLE FOR rJ II I. i I; Tor 47yid -I fur ARCHITECT IS NOT RESPONSIBLE E FOR FIELD SUPERVISION. EXISTING BUILDING SECTION SCALE: 1/4"=V-0" 47 ;,.0 2L'7.:.., Legalizations of Existing Structures: Kim & McGuire Residence 92800 Bridge Lane Cutchogue,New York S.C.T.M.: 1000-85 -02-03 Issued:For approval BUILDING SECTION Keri Kazel, Architecture �gP 2 Windemere Court P.O.Box 169 C-py�<oc Speonk,NY 11972 �ePti N . Phone:631-874-2925 Fax:631-874-7377 keriokazelarchitects.com oat Date: June 23, 2014 Scale: As noted A l l Project No. NOTES: TABLE 3-4B TABLE 3.4 UPLIFT STRAP CONNECTION REQUIREMENTS RAFTER/TRUSS FRAMING TO WALL CONNECTION REQUIREMENTS FOR WIND LOADS (ROOF-TO-WALL,WALL-TO-WALL,AND WALL-TO-FOUNDATION) EXPOSURE B (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) TABLE 3.1 NAILING SCHEDULE DEAD LOAD ASSUMPTIONS:ROOF/CEILING ASSEMBLY DL=15 PSF DEAD LOAD ASSUMPTIONS:ROOF/CEILING ASSEMBLY DL=15 PSF THREE SECOND GUSTHR SECONDGUS JOINT DESCRIPTION #OF COMMON NAILS NAIL SPACING REMARKS WINDS EED(MPH 90 100 10 120 WIND SPEED(MPH) 100 10 120 Ll" L S UM L S U"" L 3 UL S FRAMING SPACING ROOF SPAN NUMER OF 8d COMMON NAILS OR 10d BOX NAILS ROOF FRAMING I - RAFTER(TRUSS ROOF SPAN IA3,4 RAFTER TO TOP PLATE OE-NAILED 5 Bd P RAFT R AS PER TABLE 3.4A SPACING(IN.) (FT. (IN.) (FT.) IN EACH END OF 1-1/4"x 20 GAGE STRAP ) REQUIRED CAPACITY OF CONNECTION(LBS) " CEILING JOIST TO TOP PLATE OE-NAILED 5 8d PER JOIST SPE ABLE 3 4A CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 5 t6d EACH LAP AS PER TABLE 3.9A 12 62 89 39R 93 109 48R 127 132 5811 165 157 70R 12 1 1 2 2 CEILING JOIST LAPS OVER RTIT ONS FACE- LED 5 16d EACH AS PER TABLEA 16 72 110 152 198 16 1 1 2 2 COLLARTI TO RAFTER(FACE-NAILED) 5 IL I AS PER TABLE 16A SYMBOL LEGEND 20 83 127 177 231 20 1 2 2 2 BLOCKING TO= OE AILED 2 8d EAC END 12 24 93 145 202 264 12 24 1 2 2 3 RIM BOARD TO RAFTER ENDT4AILED 1 CH ND 28 104 163 227 297 32 115 180 252 331 28 1 2 2 3 WALL FRAMING -'E"WE" _ 36 126 198 277 364 32 1 2 3 3 � � , EARTH 36 2 2 3 3 TOP PLATE TO TOP PLATE FACE-NAILED 2 16d P R FOOT ��_��-�I,I 12 82 118 5211 124 146 6411 170 176 7811 220 210 9311 TOP PLATE AT INTERSECTION(FACE-NAILED) 4 CH S 16 96 147 203 264 STUD TO STUD FACE-NAILED 216d 24"D.C. ;+••Qr„_?•.� POURED CONCRETE 20 110 170 236 308 12 1 2 2 2 HEADER TO HEADER FACE-NAILE 16d ALONG E ES ` ;5 ",. rcY 16 24 125 193 269 352 i6 1 2 2 3 OPO O OM PLATE TO T D END-JAIL 3 16d '� PER STUD s..,,j;;;x::•:e. OR 8"CMU BLOCK 28 139 217 303 397 20 1 2 2 3 BOTTOM PLATE TO FLOOR JOIST BAND 2 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY-NTS 32 154 240 336 441 JOIST END JOIST BLOCKING FACE-NAILED ()1sd PER FOOT 36 168 264 370 486 16 24 2 2 3 3 � EXISTING STUD WALL 28 2 2 3 4 FLOOR FRAMING TO REMAIN RAFTER OR TRUSS TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN 12 98 142 6311 149 175 7711 204 212 9311 265 252 11111 32 2 2 3 4 JOIST TO SILL TOP PLATE OR GIRDER OE-NAILED 4 Bd PER JOIST ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.40RTABLE 3.46. 16 115 176 243 317 36 2 3 4 4 BRIDGING TO JOISTTOE-NAILED 2 EACH ND - EXISTING STUD WALL WHEN RAFTERS OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, 20 132 204 283 370 BLOCKING TO JOIST ROE-NAILED 2 8d C--- RAFTERS ORTRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND 192 24 150 232 323 423 12 1 2 2 3 BLOCKIN TO SILL OR TOP PLATE TOE-NAILED 0116d TO BE REMOVED THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH 28 167 260 363 476 LEDGER STRIP TO BEAM FACE-NAILED 131 16d EACH JOIST UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.4. 32 1B4 288 403 529 16 1 2 2 3 JOIST ON LEDGER TO B TOE-NAILED 3I PERJOIST NEW 2x 4 OR 2x 6 36 202 317 444 583 20 2 2 3 4 BAND JOIST TO JOIST END-NAILED 16d PERJOIST STUD WALL @ 16"O.C. 12 123 177 78R 186 219 97R 255 265 117R 331 315 139R 79'2 24 2 2 3 4 BAND JOIST TO SIL OR PLATE OE-NAILE 2 16d PER FOOT 28 2 3 3 4 ROOF SHEATHING 2x JOISTS 120 165 � 35544 462 32 2 3 4 5 @@ 1�� JOISTS ABOVE 24 24 187 290 404 528 36 2 3 4 5 STRUCTURAL PANELS-110 MPH(AS PER TABLE 3.10) 8d 6"EDGES 112*FIELD 4"O.C.@ EDGES&FIELD AT GABLE ENDWALL RAKE 28 209 325 454 595 32 230 360 504 661 12 2 2 3 3 STRUCTURAL PANELS-120 MPH(AS PER TABLE 3.10) Bd 6"EDGES/6"FIELD 4"O.C. EDGES&FIELD AT GABLE ENDWALL RAKE 5 SECTION/DETAIL 36 252 396 554 728 16 2 2 3 4 20 2 3 3 4 CEILING SHEATHING U = CONNECTOR UPLIFT LOAD. S-1 L CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) 24 24 2 3 4 5 GYPSUM WALLBOARD 1 5/8"DRYWALL SCREWS 7"El)GFJ10"FIELD TYPE W SCREWS/MIN. N 71 N BUILDING SECTION S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) 28 2 3 4 5 NOTE: R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND L/W FOR WIND PARALLEL TO THE RIDGE,WHERE W 32 2 3 5 6 WALL SHEATHING REFER TO TABLE 3.4B AND USE IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. 36 3 4 5 6 1 TRU TU E 6" --8---� WINDOW PSUM WA L OARD 1 5/8"DRYWALL SCREWS " DG TYPE W ORS CR WS/MIN.516"PENETRATION - - LD I 1-114"x20 GAGE STRAP WITH TABULATED UPLIFT AND LATERAL LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.75 AND 0.92 RESPECTIVELY, 1 PERSCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 (10d COMMON NAILS OR 10d BOX NAILS IN EACH END FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. z TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. FLOOR SHEATHING OF THE STRAP. 2 TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. 3 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD STRUCTURAL PANELS 1"OR ESS 8d 6"EDG !1 IELD =___- ELEMENTS ABOVE 3 TABULATED UPLIFT LOADS ASSUME A REDUCED ROOF AND CEILING ASSEMBLY DEAD LOAD OF 9 PSF(0.6x15 PSF=9PSF) OF 9 PSF(0.6x15 PSF=9PSF)IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS STRU T L A S REATER THAN Od 6"EDGE/6" I D 4 TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS.WHEN CALCULATING UPLIFT LOADS FOR NOT CONNECTED TO THE ROOF ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY WALL-TO-WALL OR WALL-TO-FOUNDATION CONNECTIONS,TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE 1 NAIL AT EACH END OF THE STRAP. GIRDER I HEADER ABOVE REDUCED BY 60 PLF(0.60 x 99 PLF)FOR EACH FULL WALL ABOVE. 4 MINIMUM ASTM A653 GRADE 33 STEEL STRAP. ■ POST DOWN INTERCONNECTED COMBINATION LIMITATIONS TO CONNECTION REQUIREMENTS: SSD �J CO SMOKE AND CARBONMONOXIDE THE CONNECTIONS LISTED IN THIS TABLE ARE SUFFICIENT FOR COMPLIANCE WITH THE PRESCRIPTIVE DESIGN DETECTORS AS PER 11313 OF RCONYS METHOD OF THE ANSI/AF&PA WOOD FRAME CONSTRUCTION MANUAL-2001,PROVIDING THE FOLLOWING CONDITIONS ARE MET: CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR TABLE 3.2C MAINTAINING JOB SITE SAFETY DURING THIS PHASE SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS(ANCHOR BOLTS) OF WORK&SHALL COMPLY WITH ALL APPLICABLE RESISTING UPLIFT LOADS FROM WIND-EXPOSURE B 1.STRUCTURE UNDER CONSIDERATION IS LOCATED WITHIN A MAXIMUM 3-SECOND GUST WIND FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING SPEED ZONE OF 12OMPH OR LESS. BUT NOT LIMITED TO BUILDING CODES,OSHA (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) 2.STRUCTURE IS LOCATED IN EXPOSURE CATEGORY B. REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS 3.MAXIMUM STRUCTURE HEIGHT=33'-0".(MEAN GRADE LEVEL TO MEAN ROOF LEVEL) MATERIAL REMOVAL&DISPOSAL 8'END ZONES INTERIOR ZONES 4.MAXIMUM FLOOR JOIST SPAN=26'-0". 5.MAXIMUM WALL HEIGHT=10'-0"(LOAD BEARING WALL) THE CONTRACTOR SHALL INDEMNIFY&HOLD 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY-NTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED =20'-0(NON-LOAD BEARING WALL) -- ---- - (MPH) (MPH) 6.MAXIMUM ROOF RAFTER SPAN=24'-0". HARMLESS THE OWNER,THE ARCHITECT,AND WALL STUD TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN 90 1 100 10 120 90 1 100 1 120 7.MAXIMUM FLOOR JOIST SPACING,WALL STUD SPACING,ROOF RAFTER SPACING=16"O.C. THEIR AGENTS&EMPLOYEES FROM AND AGAINST ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.4 OR TABLE 8.ROOF SLOPE TO BE BETWEEN 4/12 AND 12/12 INCLUSIVE. ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES 3.46.WHEN STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, BOTTOM PLATE TO FOUNDATION FOUNDATION MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 9.ROOF RAFTERS AND WALL STUDS ARE IN ALIGNMENT CONTINUOUSLY FROM ROOF TO FOUNDATION. ARISING OUT OF OR RESULTING FROM ANY OF THE THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE ANCHOR BOLT CONNECTION RESISTING SUPPORTING SPACING(IN.) SPACING(IN.) 10.MAXIMUM BUILDING DIMENSION IN ANY DIRECTION=80'-0" ITEMS LISTED ABOVE. FLOOR ASSEMBLY WITH THE UPLIFT CONNECTIONS IN ACCORDANCE 11.MINIMUM ASPECT RATIO OF BUILDING=1:4:MAXIMUM ASPECT RATIO-4:1. WITH TABLE 3.4. UPLIFT LOADS 13 STORIES 70 49 3s 33 72 57 Q 38 THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY ADDITIONAL NOTES- CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 1.ALL NAILING&FASTENING IN ADDITION TO THAT SHOWN ABOVE SHALL BE IN ACCORDANCE WITH THE LATEST RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. EDITION OF THE RESIDENTIAL BUILDING CODE OF THE STATE OF NEW YORK&WOOD FRAME CONSTRUCTION MANUAL(WFCM)2001 HIGH WIND EDITION. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSfONS"ON 2.COLLAR TIES INSTALLED FOR THE PURPOSE OF RESISTING UPLIFT SHALL BE 2x6 MINIMUM AND SHALL BE THESE DOCUMENTS. LOCATED WITHIN THE TOP 1/3 OF THE ATTIC SPACE. 1 1/4"RIDGE TENSION STRAPS MAY BE USED IN LIEU OF COLLAR TIES. USE SAME NAILING REQUIREMENTS FOR TENSION STRAP AS FOR COLLAR TIE. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION.THE NOTE: NOTE: 3.ALL STRAPS TO RESIST UPLIFT TO BE MINIMUM 1 114"x 20 GAGE ASTM ARCHITECT IS NOT RESPONSIBLE FOR FIELD REFER TO TABLE 3.4B AND USE REFER TO TABLE 3.46 AND USE A653-33 GRADE STRAPS. STRAPS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE HOT-DIPPED GALVANIZED SUPERVISION. AFTER FABRICATION OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. 1-1/4"x 20 GAGE STRAP WITH 1-114"x 20 GAGE STRAP WITH (4)Bd COMMON NAILS OR (4)Bd COMMON NAILS OR 4.CONNECT STUDS TO FOUNDATION WITH 1 1/4"STRAP TO BE EITHER EMBEDDED INTO FOUNDATION WALL OR - 10d BOX NAILS IN EACH END 10d BOX NAILS IN EACH END LAPPED UNDER BOTTOM PLATE. - C P r v OF THE STRAP. OF THE STRAP. ��n'• / 5.BLOCKING SHALL BE PROVIDED UNDER FLOOR PANEL EDGES WHERE PANELS ARE PERPENDICULAR TO FLOOR ��✓�y*"`��N Fla• ��n^ FRAMING. NAIL ASPER SCHEDULE. C�2 `C^ P•IaT�`t z NOTE: ALL NAILING&FASTENING FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2001 EDITION ^ I` OF THE WOOD FRAME CONSTRUCTION MANUAL(WFCM) C297 • A Legalizations of Existing Structures: NOTE: Kim & McGuire Residence .:•a:.. ' 14 THIS AREA IS IN A 110 MPH WIND ZONE #2800 Bridge Lane f Cutchogue,New York 9!55 ents S.C.T.M.: 1000-85-02-03 3.2.2.3 WALL ASSEMBLY TO FOUNDATION-NTS 3.2.1.7 WALL ASSEMBLY OR SILL PLATE TO=OUNDATION-NTS Issued:For approval FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION SILL PLATE,OR BOTTOM PLATE IN ACCORDANCE WITH THE REQUIREMENTS SYSTEM TO RESIST LATERAL AND SHEAR LOADS FROM WAD IN ACCORDANCE WITH CONNECTION DETAILS OF TABLE 3.2. PERSCRIPTIVE SOLUTIONS FOR STUD TO FOUNDATION,SILL THE REQUIREMENTS OF TABLE 3.2. PRESCRIPTIVE SOLUIONS ARE PROVIDED FOR TABLE 4A WFCM01:BASIC DESIGN VALUES FOR VISUALLY GRADED LUMBER PLATE,OR BOTTOM PLATE ARE PROVIDED IN TABLE 3.48; SILL PLATE TO FOUNDATION IN TABLE 32A,AND FOR BOTOM PLATE TO FOUNDATION (SEE FIGURES 3.2 a e). A MINIMUM OF A 1}"x 20 GAGE ASTM A653 IN TABLE 3.2B. SILL PLATES OR WALL BOTTOM PLATES SIALL BE ANCHORED TO THE TENSION WITH TABLE 3AB AND HAVE A MINIMUM EMBEDMENT OF 71NCHES IN THE REQUIREMENTS OF TABLE 3.3. PRESCRIPTIVE SOLLTIONS ARE PROVSIIEAR COMPRESSION COMPRESSION MODULUS OF GRADING GRADE 33 STEEL STRAP SHALL BE NAILED TO THE STUDS IN ACCORDANCE FOUNDATION SYSTEM TO RESIST SHEAR LOADS FROM SBSMIC IN ACCORDANCE WITH 00M.GRADE BEING O PARALLEL( PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES Keri Kazel Architecture IDED FOR SILL so �) TO (Ft) TOGRAIN(Fv) TO GRAIN ft) 70GRAIN(Fc) (E) AGENCY CONCRETE FOUNDATIONS AND SLAB-0N-GRADE,15 INCHES IN MASONRY OR BOTTOM PLATE TO FOUNDATION IN TABLE 3.3A.A MINIMUM OF ONE ANCHOR BOLT DOUr-FIR42CuB 2 Windemere Court SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH EN)OF PLATE.ANCHOR BOLTS 2"+ 815 515 95 625 13110 1,600,000 wj WPAPp P.O.Box 169 BLOCK FOUNDATIONS,OR BE LAPPED UNDER THE BOTTOM PLATE,3-INCH SHALL HAVE A MINIMUM EMBEDMENT OF 71NCHES IN CONCRETE FOUNDATIONS AND Speonk,NY 11972 SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS AND ANCHOR TABLE 4D WFCM01:DESIGN VALUES FOR VISUALLY GRADED TIMBERS(5"X5"AND LARGER) BOLT SPACINGS SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED SLABS-0N-GRADE OR 7 INCHES IN MASONRY BLOCK FOUNDATIONS WHEN RESISTING Phone:631-874-2925 IN TABLE 3.2C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH LATERAL AND SHEAR LOADS ONLY(SEE FIGURES 3.2ac)1NCHOR BOLTS SHALL BE TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING Fax:631-874-7377 SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT-DIPPED LOCATED WITHIN 12 INCHES OF CORNERS AND AT SPAONGS SPECIFIED IN TABLES 3.2A-B SpS gsin BENDING PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTTCITY R� GALVANIZED AFTER FABRICATION,OR MANUFACTURERED FROM G185 OR OR TABLE 3.3A,BUT NOT EXCEEDING 6 FEET ON CENTER.SILL PLATES OR BOTTOM PLATES COM.GRADE (Fb) AGENCy keri@kazelarchitects.com ' Z450 GALVANIZED STEEL. SHALL HAVE FULL BEARING ON THE FOUNDATION SYSTEM. TO TO TO GRAIN ft) TO GRAIN(Fc) (E) IX)UG-FIR#2 .OSTEk 150 a15 85 6z5 700 1300,000 wCLIB Date: June 23, 2014 Scale:As noted Al2 Project No. t GENERAL NOTES: SITE WORK: FINISHES: CARPENTRY AND LUMBER: NOTES: ( 1.CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1.CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2001 HIGH WIND EDITION OF THE WOOD FRAME TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK. REPORT,IN WRITING,TO THE ARCHITECT AND PRIOR TO INSTALLATION. CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. LUhIBER IS BE FURNISHED AND INSTALLED COMPLETE ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER 2. LOCAL OFFICIAL TO DETERMINE.WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES WITH ALL FASTENERS ANCHORS BLOCKING BRIDGING SADDLES,HANGERS ECT.,REQUIRE])TO COMPLETE THE JOB. ALL EXECUTION AND COMPLETION OF THE WORK. SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH V OF TREE DIAMETER, 2. DRYWALL CONSTRUCTION SHALL•BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHALL BE TAPED Q STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE AND SPACKLED(3 COATS)READY TO PAINT. ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS JOIST ILANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE RCONYS,OSHA,AND THE SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. SPACKLED SMOOTH. ACCORDANCE WITH THE 1995 HIGH WIND EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL. WHERE FASTENERS ARE LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. NOT SPECIFICALLY INDICTATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE AND SHALL 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN 3. COVER ALL WALLS AND ALL CEILINGS WITH 112'GYPSUM BOARD. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS. 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE HAVE WONDER BOARD INSTALLED. 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE 42 OR BETTER HEM-FIR,FB--850 PSI AND E=1300,000 PSI UNLESS OTHERWISE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON SPECIFICALLY REQUIRED BY THE CODE. WHERE ENCOUNTERED SOH,OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. 4. PROVIDE 5/8"TYPE X GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING. ACCOMPANYING STRUCTURAL CALCULATIONS. ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. DETAILS. 4. DO NOT SCALE THE DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT FOR 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING CLARIFICATION. PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE PLUMBING: 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE WATERPROOFING.ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. 1. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,E'�TC...FOR COMPLETE ALL SLUTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON INSTALLATION. APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL ROOF PLYWOOD TO BE 5/8"TRICK AND SYMBOL L E G E N D GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERALL WALL PLYWOOD TO BE 112"THICK. 6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC (TEMPORARY AND/OR 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. 4, WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE -_ _ _ PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. CONCRETE WORK: PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS Cl AND C2 I I-I I=I -I 3. INSULATE ALL WATER PIPING. FOR WATER-BOURNE PRESERVATIVE TREATMENT. I=III=III=III EARTH 7. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS PER SECTION M1506 OF THE I. ALL CONCRETE SHALL BE ATR-ENTRAINED STONE CONCRETE(MIN.3500 PST CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) RCONYS: PROVIDE A SWITCH-CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE 4. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. CONTINUOUS. TO BE REINFORCED WITH W.W.F.66-1010. : :; POURED CONCRETE 5. PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL O R S„ M S. REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE NOTES 2. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60. REINFORCEMENT CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE ':._.>>r,; ; C U BLOCK AND SPECIFICATIONS MESH SHALL CONFORM TO ASTM A185 AND A82. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITII THE SUBMITTED FOR REVIEW'. NEW YORK STATE DEPARTMENT OF HEALTH. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. EXISTING STUD WALL 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES.LIGHTING,COURSING,DAIENSIONS,HEIGHT, 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS ed,8'-V O.C.MAXIMUM SPACING. SECURE BOTTOM OF TO REMAIN ALIGNMENT,ETC MOVE AND RELOCATE ANY PARTITIONS,WTRING,PLUMBING,AND DUCTWORK THAT MAY BE CONCEALED LATEST ACI BUILDING CODE,ACI 318 AND ACI 315. HEATING AND COOLING: BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. EXISTING STUD WALL 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. 1. PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR, 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. C - - - 10. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.3 OF THE RCONYS. WHERE TO BE REMOVED MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M1305.1.4 OF THE RCONYS. 5. ALL CONCRETE SHALL BE 1N ACCORDANCE WITH ACI BUILDING CODE. ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF 2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. 8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM WALL BOARD. VENTILATE.ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS: THE MINIMUM NET AREA OF VENTILATION 36"BELOW FINISHED(TRADE. OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDERFLOOR SPACE AREA. ONE SUCH VENTILATING OPENING 3. COORDINATE VATTH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. 518"THICK GYPSUM GYPSUM WALL BOARD SHALL N USED T WALLS AND CEILINGS IN GARAGE. DE THICK MOISTURE E NEW 2x 4 O R 2x 6 SHALL BE WITHIN 3G'OF EACH I CORNER OF THE BUILDING. 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. RFSISTENT GYPSURI WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL BE USED STUD WALL @ 16" O.C. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. 2x JOISTS JOISTS ABOVE 11. PROVIDE ATTIC ACCESS AS PER SECTION 8807.1 OF THE RCONYS: ATTIC ACCESS OPENINGS SI-TALL NOT BE LESS THAN MASONRY: 9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE;u'16"O.C.WTIII 1 P2"PLYWOODCOVERED WITH � ��' 22"x30"AND SHALL BE LOCATED INAHALLW'AYOROTIIERREADILYACCESSIBLE LOCATION.A30"MINIMUM ELECTRICAL: TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS @ 16' O.C. UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @,SOME POINT ABOVE THE ACCESS OPENING. 1. ALL CONCRETE MASONRY UMTS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. LOAD-BEARING CONCRETE BLOCK,GRADE N. ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1. ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 33 OF THE RCONYS AND WIITH THE NYS ENERGY CODE WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST.AALLOWABLE REGULATIONS 1030.1 AND 1030.2 AND STRUCTURAL MEMBER DEFLECTION 5 SECTION / DETAIL 1000 PSI. MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASTM C-270 AND SHALL BE 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED A5 12. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS 'TYPE S MORTAR. ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. 2. POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, AT INTERVALS NOT EXCEEDING 8'VERTICALLY IN AN APPROVED MANOR. AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH 2. COMMON FIREWALLS BETWEEN ATTACIJEDHOUSING UMTSTOBE8"CONCRETE BLOCK ONAPOURED CONC'RETE AND ALL STATF.AND LOCAL STANDARDS. NO FINISHED CEILING ATTACHED TO RAFTERS 1/180 S1 11• PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER - BUILDING SECTION 13, ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. A5 BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH(UTILITY COMPANY. SECTIONS R602.8 AND RI001.16 OF THE RCONYS. 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METAL APPROVED BY THE INTERIOR WALLS AND PARTITIONS H/180 FINAL PAYMENT 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES ARCHITECT.HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND AND EQUIPMENT,,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL TNSPECTORS. 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATION IN FLOORS AND PLASTERED CEILINGS L/360 WINDOW 14. ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. COURSE. VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16". WALLS SHOULD BE BRACED DURING CONSTRUCTION ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULATION 4(� S. CONTRACTOR SHALLPROV►DEALLLTGATTNGFIXTURES,UNLESSOTHERWISENOTEDTOBEPROVIDiEDBYOWNfiR, ALL OTHER STRUCTURAL MEMBERS L/240 15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK. SITE TO BE KEPT IN BROOM CLEAN CONDITION INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. - - - -- THROUGHOUT ALL PHASES OF WORK. 4. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. - - - - - ELEMENTS ABOVE EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC...TO PROVIDIE COMPLETE 13. ALL STALKS AND HIANDRAILS SHALL COMPLY WITH SECTIONS 8:11.5 OF THE RCONYS: THE MAXIDIU111 RISER((EIGHT SHALL 16.THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. 5. ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI INSTALLATIONBE 8 114"AND THE MINIMUM TREAD DEPTH SHALL BE 9INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 .BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR. TOOTED JOINTS AS NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED GIRDER / HEADER ABOVE 17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. DIRECTED BY ARCHITECT. 7.ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL 6. FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED �" " CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEiGHT,1NCLUDING TREADS AND LANDINGS,SHALLNOT BE IT ACCEPTANCE BY OWNER. AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRAT"TICS,OUTLETS 1_ AFF AND SWITCHES 42 AFF. LESS THAN 31.5 WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. POST DOWN 19.THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF THE NEW YORK STATE ENERGY 7.FURNISH,AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 9. LABEL PANEL BOARD OF ALL CIRCUITS, CONSERVATION CODE AND THE RCONYS,REFERANCED STANDARD WFCM 2001 SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO!AVOID CONFLICT. 14. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF SD INTERCONNECTED COMBINATION TABLE 8301,5 MIN.UNIFORMLY DISTRIBUTED LIVE LOADS(PSF) � SMOKE AND CARBONMONOXIDE 20.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL STRUCTURAL STEEL: MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING: /-> CO DETECTORS AS PER R313 OF RCONYS BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 11. COORDINATE VVITII OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT]f5 NOT INCLUDED 1. USE LIVE LOAD ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. IN THE CONSTRUCTION DOCUMENTS, A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL ALL MEMBERS 21, THE CONTRACTOR IS RESPONSIBLE FORNOTIFYING TIE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. ATTICS WITH LIMITED STORAGE 20 OR CONSTRUCTION OF THE WORK 2. THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST //CJ � B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 1 l/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING, CONTRACTORS HALL BE SOLEY RESPONSIBLE FOR EDITION OF THE AISC SPECIFICATION �' DRYW'ALL,ETC...FORMSURFACES WITH FRAMING MEMBERS OR WITH2"WOOD BLOCKING SECURED WITH AT LEAST TWO ATTICS WITHOUT STORAGE 10 MAINTAINING JOB SITE SAFETY DURING THIS PHASE 22. THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND /� 8D NAILS AT EACH END. OF WORK&SHALL COMPLY WITH ALL APPLICABLE SHALL COMPLY WITH CHAPTER 14 OFTHE RCONYS. 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233E70SERIES ELECTRODES AND L �'" � / DECKS-POSITIVELY ANCHORED 40 FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING A307 BOLTS WITH LOCK WASHERS. C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL BUT NOT LIMITED TO BUILDING CODES,OSHA 23.THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. EXTERIOR BALCONIES 60 ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS 4.PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS 24. ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.I OF THE RCONYS: AGGREGATE GLAZING SHALL NOT BE COLOR TO BE GREY UNLESS OTHT RWISL.DIRECTED BY THE ARCHITECT. D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND FIRE ESCAPES 40 MATERIAL REMOVAL&DISPOSAL. LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OF 5. ALL STRUCTURAL WELDING SHALL LF.PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. GUARDRAILS &HANDRAILS 200 THE CONTRACTOR SHALL INDEMNIFY&HOLD THE FLOOR AREA BEING VENTILATED. WELDING SOCIETY'S STANDARD QUAL SICATION PROCEDURE. t��6 E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE HARMLESS THE OWNER,THE ARCHITECT,AND a'.,:'D C' I.' c 1:; 25, ASSUME ASOIL-BEARING CAPACITY OF 1 TON AS PER TABLE 8401.4.1 OF THE RCONYS. ANY UNSTABLE SOIL/SUBSURFACE RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: GUARDRAILS IN-FILL COMPONENTS 50 THEIR AGENTS &EMPLOYEES FROM AND AGAINST CONDITIONS WHICH MY AFFECT THE STABILITY OF TIE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO TILE 6. ALL WALL-BEARING BEAMS TO HA�, STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED r ONDRAWINGS. DAT"::_J � i`✓ ,;; ? ;' 5 _� � n " PAS�ANGER VEHICLE GARAGES 50 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES CONTINUATION OF WORK. - - ]. STUDS NOTLESSTHAN X4�a16 O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. ARISING OUT OF OR RESULTING FROM ANY OF THE 2. PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. ITEMS LISTED ABOVE. MOISTURE PROTECTION: FEF:' '! ( " F;Y; / r 3. FRAMING TO SUIT WORK OF OTHER TRADES. ROOMS OTHER THAN SLEEPING ROOMS 40 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF 8902,1 OF THE RCONYS. �i 0 j;-Y E3 U;L Vii;°J r [� r rP,,".��I EIN T AT 4• PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. 21. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION Rz13 OF THE RCONYS: SMOKE 1. FOUNDATION WALL EXTERIOR SUR \CES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WIT IN I2"OF GRADE WITH 7 O 1,FY2 g L D! T�? t (=j', FOR THE S.PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... SLEEPING ROOMS 30 THE CONTRACTOR SHALL VERIFY ALL FIELD THE APPLICATION OF TW'O TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. CONDITIONS AND NOTIFY THE ARCHITECT OF ANY ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE FO L LOInV I N G INSPECT 10'i S: VICINITY OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS,BUT NOT 2,ALTF.RNATEMATERIALFORFOUNDAT;ONWALLPROTECTIONTOBEARUBBERIZFDASPHALTINTFGRALLYBONDF.LTO 1. FOU°'DP,TIc�iJ - T4'v`? fic�2UlnED F. SUBFLOORING SHALL BEINSTALLED W'ITHFACE GRAIN ACROSS SUPPORTS. NAIL WITH 6D COMMON NAILS(@"O.C. STAIRS 40 CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE INCLUDING CRAWL SPACES AND IUNINI[ABITABLEATTICS. ALONG SUPPRTED EDGES AND I 0"O.C.AT INTERMEDIATE SUPPORTS.BREAK JOINTS IN ADJACENT COURSES. LOCATE END RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. POLYETHYLENE SHEET BITUTRENE AS hi 4NUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL.INSTALLATION TO FO F 0 U F E D C 0 N C F;'E T L JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYNIENT,WHERE REQUIRED, 28. BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION Ri23 OF COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED 2 RO LI H FR"',I,'!i IJ(a Ft F L I I',`�i i f rZ SHALL BE SIMILARLY INSTALLED. THE BUILDING RCONYS. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. 3. I;!SJL/,TIC THE ARCHITECT SHALL BE HELD HARMLESS BY ANY G. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE END JOINTS OVER AGENCY FOR ANY"ERRORS&OMISSIONS"ON 29. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY 3. TERMITE PROTECTION OF APPROVED TYPE SMALL BE PROVIDED IN ACCORDANCE WITH SECTION R324 OF THE RCONYS. 4. FINAL - CO3 I STR U CMON Ij',UST SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS R301.2.2.2.1 WEIGHTS OF MATERIALS THESE DOCUMENTS. OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN P= COMPLETE.. FO r, C.O. IS 24"O.C. 4. FLASHING TO BE PROVIDED AT ALL READS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS r s rn ,r.- �,;i"r : � r „ ASSEMBLIES MAXIMUM ACCORDANCEWITH ACCEPTED PRACTICE. /ALL CONS T IRUC t'iO' ,r;,-,LL LIEET TI f� THE CONTRACTOR IS SOLEY RESPONSIBLE FOR INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND DEAD LOAD OTHER ROOF PENETRATIONS. MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL REOUIRGMEN I S OFTHE CODES 0:"1\"_W H. FURRING,WHERERFQUIRED,TOBETRUETOLINE,NOTOVERI6 O.C.AND FASTENED SECURELY TOSUPPRTINGSURFACE. "METHODS&MEANS"OF CONSTRUCTION. THE 30. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECTW014KTHATDOESNOTCONFORMTOTHEDRAWINGS. YORK S ROOF/CEILING 15 PSF ARCHITECT IS NOT RESPONSIBLE FOR FIELD 1 FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND FLASH .>�ATE. NOT R ES PO N S I E LE FOR 15. ALL FLOOR TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 314"UNDERLAYMETIT BOARD OR OTHER TIE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIiONAL COST. WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL FLASHING WITH DESIGN OR CONSTRUCTION ERROR-S, APPROVED EQUAL OVER SL-BFLOOR FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF FLOOR 10 PSF SUPERVISION. 31. THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE CARPENTRY,MASONRY'AND ROOFING TRADES. 314"PLYWOOD SUBFLOOR CLOSEOUT OF THE CONSTRUCTION. 5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS.RUBLE-TNSULATFD,SELF-FLASHING WITH INTEGRAL CURBS. UNITS EXTERIOR WALL 15 PSF ,, TO BE ALIGNED WITH SLOPING ROOF TRUSSES. O 16.ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FRONT THE WEATHER WITH A TARPAULIN .3.,. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE.WORK OF THE GENERAL CONTRACTOR OCCUPANCY OR HEAVY GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, INTERIOR WALL 10 PSF OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. DRY AREA.THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. IT 6.CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE 33. IF ANY CONTRACTOR OR SUBCONTR ACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR S E IS UNLAWFUL L y� 'AN �! ARCHITECT PRIOR TO CONTINUATION OF THE WORK. V A NN ' WITHOUT CERTIFICATE 34. BASEMENTS WITH ILABITA13LE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ` • ,� � t ESCAPE&RESCUE OPENING AS PER SECTION R310 OF THE RCONYS:EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A OF OCCUPANCY SILL HEIGHT OF NOT MORE THAN 44"ABOVE THE.FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5.7 SQUARE FEET. - Lt 35. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SECTION N EIA YOn IC STA+ L & TOWN CODES R308.4 OF THE RCONYS: ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL BE TEMPERED. �,S REQUIRED A N n CONDITIONS O F ��,>®?9743 36. INSTALLATION,LOCATION,AND VENTILATION OF ALL ME.CHANICALSYSTEMS SHALL COMPLY W'ITHCHAPTER 13OFTHE �r" ' E " TABLE R301.21 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA `" N- SOUiHOLD O'NN Z3r1 Cdr i :�"a� RCONYS. „ . 7p - �� "'•�' 1U1,�rlA.�i��d wr'.�D `" 37.FIREBLOC'KING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD VERTICAL AND HORIZONTAL) GROUND FLOOD SNOW LOAD AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE AS PER vU 1`�°--" I `,' i RUJ i==S DESIGN DESIGN UNDERLAYMENT SPEED(MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIREMENT HAZARDS SECTION 8602.8 OF THE RCONYS.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8311.2 OF THE RCONYS. Le alizations of Existing Structures: CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001.12 OF THE RCONYS. _ ---�- I'1 a -'' g 38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF]THE RCONYS: OPENINGS BETWEEN THE GARAGE AND 20 PSF 110 B SEVERE 36" M-H SM 11" YES X Kim & McGuire Residence RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE. #2800 Bridge Lane DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. CutchO ue, New York WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS AMC,THE g PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE-RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WTTH ONE LAYER THESE PLANS HAVE BEEN DESIGNED FOR COMPLIANCE WITH THE: OF 5/8"THICK TYPE"X"GYPSUM BOARD INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 805.1 OF THE • RESIDENTIAL CODE OF NEW YORK STATE 2010 AND THE 2001 EDITION S,C,T,M,: 1000 - 85 - 02 -03 RCONYS. OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE • WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS PROTECTED BYVERTICAL SEPARATIONS. • MIN. DESIGN LOADS FOR BUILDINGS&OTHER STRUCTURES-ASCE 7-05 39. NON-HABITABLE SPACES SHALL COMPLY WITH SECTION 8303 OF THE RCONYS. • FLOOD DESIGN PER ASCE 24-05 AB B FZ EV I AT I O N S Issued: For approval ALT=ALTERNATE #=POUND OR NUMBER 40.PROVIDE 6MILPOLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. BD=BOARD OC=ON CENTER COVER SHEET 41. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PRENTNTION AND BUILDING CODE. CJ=CEILING JOIST OH=OVERHANGCLG=CEILING OPG=OPENING COL=COLUMN PC=PULL CHAIN DP=DEEP PL=PLATE Keri Kazel, Architecture DR=DOOR RR=ROOF RAFTER EXT=EXTERIOR SD=SMOKE DETECTOR 2 Windemere Court FAI=FRESH AIR INLET SO=SHEETROCK OPENING P.O. Box 169 FJ=FLOOR JOIST TEMP=TEMPERED Speonk,NY 11972 NN END=FOUNDATION T.O.S=TOP OF SLAB Phone: 631-874-2925 f FT=FOOT OR FEET OR SUBFLOORING FTG=FOOTING Fax: 631-874-7377 GL=GLASS T.O.WL:TOP OF WALL G keri kazelarchitects.com DR=GIRDER TYP= TYPICAL HDP HEAD W/O=WITHOUT Date: June 23, 2014 HDR=HEADER WD=WOOD HT=HEIGHT WL=WALL INT=INTERIOR WWM=WOVEN WIRE MESH Scale: As noted MIN=MINIMUM Al Froject No. NOTES: SYMBOL LEGEND III=1 I I-1 I 1=1 EARTH I-1 11=1 I I-1 I I POURED CONCRETE EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO BE REMOVED r----I NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. 2x JOISTS @ 16"O.C. JOISTS ABOVE CORNER HOLDOWN 5 SEE DETAIL THIS SHEET SECTION / DETAIL A5 9"COLUMN ON 9'4" 7'-114" 16'-04" s-' BUILDING SECTION 16"DIA.SONOTUBE A5 PIERS. SEE DETAIL THIS SHEET. A. / I— - - - - - - -- - - - - - - - - - - - -- - — WINDOW \-IDI I- - - - - - - - - -- - - -- - - - --1 � — ------- ELEMENTS ABOVE GIRDER / HEADER ABOVE I ,• I I i N' i I 2 x 8"FLOOR JOIST I I ® POST DOWN @16"O.C. SD NTERC II_-, CO IECTED COMBINATION O SMO EANND CARBO MONOXIDE DETECTORS AS PER R313 OF RCONYS CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE /r — — — — —— — — J . : I I I OF WORK&SHALL COMPLY WITH ALL APPLICABLE _ NEW GIRDER _ FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING O )•Dl .� — — — — — — J I I BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 8"POURED CONCRETE FOUNDATION I '; I MATERIAL REMOVAL&DISPOSAL. WALL WITH 2-#4 CONTINUOUS HORIZ. I I I I RE-BAR AT TOP&#5 VERTICAL REBAR I I THE CONTRACTOR SHALL INDEMNIFY&HOLD @ 24"O.C. ON 24"x 12"P.C. FOOTINGS I I CRAWL SPACE HARMLESS THE OWNER,THE ARCHITECT,AND WITH 345 RE-BARS E.W. I I THEIR AGENTS&EMPLOYEES FROM AND AGAINST 3"P.C.SLAB WITH I I ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES co 6x 6, 10/10 W.W.M. I I ARISING OUT OF OR RESULTING FROM ANY OF THE 0 OVER.006 POLY VAPOR I + ITEMS LISTED ABOVE. U BARRIER. (5000 PSI. MIN.) b I I O d OOVER 6"GRAVEL BASE `-� J I I THE CONTRACTOR SHALL VERIFY ALL FIELD I ( 2 I I CONDITIONS AND NOTIFY THE ARCHITECT OF ANY °0I I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE X I I RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. I I — THE ARCHITECT SHALL BE HELD HARMLESS BY ANY / AGENCY FOR ANY"ERRORS&OMISSIONS"ON I // THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR / "METHODS&MEANS"OF CONSTRUCTION. THE — / ARCHITECT IS NOT RESPONSIBLE FOR FIELD '� O - - - -- - - --� GIRDER r- - - - -- - - - / D I TIL _ 1 SUPERVISION. 77. IT L- - - - - - - - I I - - - - - - - _/HD/ r, I I i C14 DI I HDA 12'-8$" T-44" T-1116" AJ C�� ( ANN -A 24'-0—" ,/1 0`�743-1 " Q,, EXISTING FOUNDATION PLAN SCALE: 1/4" = V-0" Legalizations of Existing Structures: Kim & McGuire Residence #2800 Bridge Lane Cutchogue, New York S.C.T.M.: 1000 - 85 - 02 -03 Issued: For approval FOUNDATION PLAN Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Date: June 23, 2014 Scale: As noted A2 1 Project No. NOTES: SYMBOL LEGEND 111=ll 1 I 1=111=ll 1 EARTH I-111-111-1 I POURED CONCRETE EXISTING STUD WALL TO REMAIN E_____I EXISTING STUD WALL TO BE REMOVED �---, NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. _,2x JOISTS 34'-02" ±31'-6" @ 16"O.0 JOISTS ABOVE NEW ADDITION EXTG BUILDING WIDTH 5 SECTION / DETAIL A5 17'-114„ 16'-034-- S-1 NEW PORCH WIDTH NEW BUILDING WIDTHBUILDING SECTION A5 12'-11 o-" 2,-11 - - - - - - - - - - - - - - - - - WINDOW Qco Q OF COL. I 110 x 56 DOUBLE X' UP -——— ELEMENTS ABOVE (n'P) I HUNG WINDOW M SIN 110 x 56 DOUBLE ------' — GIRDER / HEADER ABOVE PROPOSED FAMILY ROOM HUNG WINDOW EXT'G DINING ROOM EXTG KITCHEN 1� I N� M� �� 10 8 I ® POST DOWN �' 2 x 6 POCKETCNI r I rINTERCONNECTED COMBINATION DOOR o r<X SD SMOKE AND CARBONMONOXIDE - CO I 110 x5 DOUBLE ' LINE OF ROOF HUNG WINDOW 15- `" DETECTORS AS PER R313 OF RCONYS I ABOVE 4 8 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR o 2-3 x6 w Cl) POCKET DOORS N - MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE = I r G� FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING C3 �— - - -- - - —� �— —� BUT NOT LIMITED TO BUILDING CODES,OSHA = I 12'-64" 6'-62" 4'-64" O REGULATIONS. LIFE SAFETY CODES, & HAZARDOUS C? I C MATERIAL REMOVAL&DISPOSAL. O I N a THE CONTRACTOR SHALL INDEMNIFY&HOLD '��' I •-b� EXTG LAUNDRY/STORAGE OWNER,HARMLESS THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,I Ex6 EXT'G STUDY ROOM ARISING OUT OFnOR RESULTING TANG FROM ANY OF THE SSES AND EXPENSES ITEMS LISTED ABOVE, I PROPOSED LIVING ROOM �-N THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. I THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. 0 a' 1 0 +6,8 BO ,,�6 THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 1 NEW FIRE PLACE gR' `L "METHODS&MEANS"OF CONSTRUCTION. THE \ ARCHITECT IS NOT RESPONSIBLE FOR FIELD 1[0-1 r ^/ SUPERVISION. L Cb M 110x2 6 DOUBLE HUNG WINDOW 3'-02„ 4,_38„ 5,4" 4'-38" 3' -1$' 10 6 1 x;2 DOUBLE ¢` ANN k , 7" HUNS (NDOW �� 20-O$ 10-0 ur '+ NEW BUILDING WIDTH '. M NEW PORCH WIDTH �y 34'-02 ±31'-6" NEW ADDITIONEXT G BUILDING WIDTH 3-1 .Y EXISTING FLOOR PLAN SCALE: 1/4" = l'-0° Legalizations of Existing Structures: Kim & McGuire Residence #2800 Bridge Lane Cutchogue, New York S.C.T.M.: 1000 - 85 - 02 -03 Issued: For approval FLOOR PLAN Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Date: June 23, 2014 Scale: As noted IA31 Project No. NOTES: INSULATION VALUES WALLS:6"R-21 BATT NSULATION SLOPED CLGS: 8-1/4"R-30C BATT INSULATION WITH 2"BAFFLES FLAT CLGS: 12"R-38 BATT INSULATION CANT'L FLOORS:9"R-30 BATT INSULATION WITH AIR LOCK FLOORS:9"R-30 BATT INSULATION TYPICAL ROOF CONSTRUCTION: WALL TO BE BRACED DURING CONSTRUCTION TO PREVENT 30 YEAR ARCHITECTURAL ASPHALT BOWING OF TOP PLATES. DO NOT REMOVE BRACES UNTIL SHINGLES TO MATCH EXISTING WALLS AND ROOF ARE FULLY SHEATHED AND STRAPPED. 30#ROOF FELT 1/2" CDX PLYWOOD SHEATHING RAFTERS AS NOTED TYPICAL EXTERIOR WALL CONSTRUCTION12 12 8"AZEK FASCIA BOARD SYMBOL LEGEND CEDAR SIDING6" _ ALUMINUM GUTTER EARTH I I I TYVEK HOUSE WRAP OR EQUAL II I II I II I II II II 2' PLYWOOD SHEATHING — — — 2x 6 STUDS @ 16" O.C. 10" HB&G FIBERGLASS COLUMND-1- A POURED CONCRETE NEW ADDITION EXT'G ROOF 2'GYPSUM WALL BOARD / _ ,`.'' = :> / PROPOSED PORCH EXISTING STUD WALL IL TO REMAIN \\ E_____ EXISTING STUD WALL \ TO BE REMOVED CONCRETE STEP DOWN \ NEW 2x4 OR 2x 6 STUD WALL @ 16" O.C. 12 2x JOISTS 12 21— I 21 I I @ 16"O.0JOISTS ABOVE. I- f 5 SECTION / DETAIL E� A5 - - - - - - - - - - - - - - - - - - - - - -i- - - - - -- - - -- S-1 A5 BUILDING SECTION IEXISTING 34'-02" =11=-->r` WINDOW c� EXISTING RIGHT SIDE ELEVATION =_____= ELEMENTS ABOVE 2x8 R.R. N @ 16"O.C. N SCALE: 1/4" = 1'-0" — GIRDER / HEADER ABOVE POST DOWN r�X SSD INTERCONNECTED COMBINATION '<-"CO SMOKE AND CARBONMONOXIDE DETECTORS AS PER R313 OF RCONYS TYPICAL ROOF CONSTRUCTION: CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 30 YEAR ARCHITECTURAL ASPHALT MAINTAINING JOB SITE SAFETY DURING THIS PHASE SHINGLES TO MATCH EXISTING I 30#ROOF FELT OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING 1/2" CDX PLYWOOD SHEATHING BUT NOT LIMITED TO BUILDING CODES, OSHA RAFTERS AS NOTED REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS LINE OF MATERIAL REMOVAL&DISPOSAL. WALL BELOW 6"ALUMINUM GUTTER THE CONTRACTOR SHALL INDEMNIFY&HOLD 10" HB&G FIBERGLASS COLUMN / \ HARMLESS THE OWNER,THE ARCHITECT,AND / \ THEIR AGENTS&EMPLOYEES FROM AND AGAINST / \ ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ANDERSEN 200 SERIES / \ ARISING OUT OF OR RESULTING FROM ANY OF THE DOUBLE HUNG WINDOWS ITEMS LISTED ABOVE. TYPICAL EXTERIOR WALL CONSTRUCTION \ / \ / THE CONTRACTOR SHALL VERIFY ALL FIELD CEDAR SHAKE SIDING \ / CONDITIONS AND NOTIFY THE ARCHITECT OF ANY EXISTING ROOF PLAN TYVEK HOUSE WRAP OR EQUAL \ / CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE SCALE: 1/4" ' 1'-0" 2"PLYWOOD SHEATHING . Lj RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 2x 6 STUDS @ 16"O.C. a . a ' THE ARCHITECT SHALL BE HELD HARMLESS BY ANY GYPSUM WALL BOARD ( I AGENCY FOR ANY"ERRORS&OMISSIONS"ON o THESE DOCUMENTS. Ce) THE CONTRACTOR IS SOLEY RESPONSIBLE FOR L- - - - - - — — — — — — — — — — — — — — — — — — — — — — — — - "METHODS &MEANS"OF CONSTRUCTION. THE C - - - - — — — — — — — — — — — — — — — —— — — —— — ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. EXISTING REAR ELEVATION SCALE: 1/4" = V-0" TYPICAL ROOF CONSTRUCTION: 30 YEAR ARCHITECTURAL ASPHALT SHINGLES TO MATCH EXISTING 30# ROOF FELT Ce `1� "" k 1/2" CDX PLYWOOD SHEATHING ';!'�� RAFTERS AS NOTED 36" HIGH RAILING R312 GUARDRAILS: PORCHES BALCONIES AND STAIR SHINGLE ROOF d�.` LANDINGS 30"ABOVE FLOOR � C,� Ew{ 2x8 ROOF RAFTER 6"ALUMINUM GUTTER 12 OR GRADE TO BE INSTALLED @16"O.C. TYPICAL EXTERIOR WALL CONSTRUCTION 8"AZEK FASCIA BOARD 21 WITH 36" HIGH RAILINGS, CEDAR SHAKE SIDING BALUSTERS NOT TO ALLOW � � PASSAGE OF A SPHERE 4"OR GUTTER TYVEK HOUSE WRAP OR EQUAL 2'PLYWOOD SHEATHING MORE IN DIAMETER. Legalizations of Existing Structures: 5-1/2"(R-21)BATT INSULATION WITH VAPOR co RETARDER ON THE WARM SIDE 10" HB&G @ @ Kinn & McGuire Residence \ / 0 2x 6 STUDS @ 16"O.C. FIBERGLASS L ~� GYPSUM WALL BOARD #2800 Bridge Lane C) COLUMN � \� r Cutcho e New York PROPOSED PORCH PROPOSED LIVING ROOM - gu / 4"T&G PLYWOOD SUBFLOOR �� TYPICAL EXT. WALL CONSTRUCTION PROPOSED PORCH 111 11 CID 10" HB&G / \ GLUED& NAILED(TYPICAL) ao CEDAR SHAKE SIDING FIBERGLASS STEPS / TYVEK HOUSE WRAP OR EQUAL S-C-T.M-: 1000 - 85 - 02 -03 / � 1 COLUMN / NEW 2x 6 P.T.SILL PLATES OVER / " PLYWOOD SHEATHING / TERMITE SHIELD AND SILL SEAL FIN.FLOOR I I / 2x 6 STUDS @ 16" O.C. Issued: For approval 14 z GYPSUM WALL BOARD GRADE GRADE BUILDING SECTION, ROOF PLAN 4"SLAB OVER 6 MIL.POLYETHENE 2x8 FLOOR JOIST CRAWL SPACE - I I and ELEVATIONS VAPOR BARRIER OVER COMPACTED FILL @16 O.C. q B"DIA.STEEL ANCHOR BOLTS MAX. CONCRETE 23"O.C.WITHIN 12"FROM ENDS OF NEW PORCH I ADDITIONAL NEW BUILDING I STEP - EACH SILL PLATE PIECE. EXTEND 8"POURED CONCRETE FOUNDATION BOLTS MIN.7" INTO FOUNDATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --i Keri Kazel, Architecture WALL WITH 2-#4 CONTINUOUS HORIZ. AND SECURE TO SILL WITH 3" E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Windemere Court RE-BAR AT TOP&#5 VERTICAL REBAR 3"SCREED COAT OVER SQUARE WASHER AND TIGHTENED P.O. Box 169 @ 24"O.C.ON 24"x 12"P.C. FOOTINGS 6 MIL. POLYETHENE VAPOR BARRIER NUT TO EACH BOLT. NEW ADDITION Speonk NY 11972 WITH 345 RE-BARS E.W. OVER PURE SAND FILL OVER EXISTING Ilk Phone: 631-874-2925 , GRADE.TOP OF NEW GRADE TO BE Fax: 631-874-7377 FLUSH WITH PROPOSED FINAL GRADE. EXISTING BUILDING SECTION EXISTING LEFT SIDE ELEVATION keri@kazelarchitects.com SCALE: 1/4" = 1 -0 SCALE: 1/4" = 1'-0" Date: June 23, 2014 Scale: As noted A4 Project No. NOTES: 8"POURED CONCRETE FOUNDATION CORNER HOEDOWN SEE DETAIL THIS SHEET WALL WITH 2-#4 CONTINUOUS HORIZ. RE-BAR AT TOP&#5 VERTICAL REBAR @ 24"O.C.ON 24"x 12"P.C. FOOTINGS WITH 345 RE-BARS E.W. '�- � _ - - —— — — - - - - - - - - - - - - - - - - - -�- -� - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - � --- - - - - - - - - - - - - - - - - - - - - - - � ��i SYMBOLLEGEND SDI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =__ —_ DROP TOP OF I I [ji II II II II II I II EARTH WALL 8"TO ALLOW i I FOR OVERHEAD DOOR <._�� F. `,-_ I I I I _`� _ POURED CONCRETE SLAB ON GRADE I I I 4"P.C.SLAB WITH EXISTING STUD WALL • I TO REMAIN 6x 6, 10/10 W.W.M. I EXISTING OVER.006 POLY VAPOR I I I SLAB ON GRADE EXISTING STUD WALL d I I BARRIER. (5000 PSI. MIN.) _____ OVER 6"GRAVEL BASE ( 4" P.C.SLAB WITH TO BE REMOVED I 6x 6, 10/10 W.W.M. OVER.006 POLY VAPOR I I NEW 2x 4 OR 2x 6 N I I BARRIER. (5000 PSI. MIN.) N I I I " OVER 6" GRAVEL BASE I I STUD WALL @ 16" O.C. JOISTS " I I g20'-11JOISTS JOISTS ABOVE 1625'-6-1 DI L - -- - - -- - - - - - - -- - - - - - - - - - - - - - - - - SECTION DETAIL L - -- - - - - - - - - - - -- - - -- - - - - - - - - - - - —� - - -� r I a, I � y 0S_1 I I I I A5 BUILDING SECTION I : I I "• I I :• I I `' I WINDOW ZD �D L - - - - - - - - - - - - - - - - - - - - - - - - - - �t- 26'-2" HDA ELEMENTS ABOVE \ �- -- - -- - - -- - - - - - - -- - - - - - - - - GIRDER ! HEADER ABOVE 22-3" ® POST DOWN 48'-5" <<X SSD INTERCONNECTED COMBINATION `'CO SMOKE AND CARBONMONOXIDE DETECTORS AS PER R313 OF RCONYS EXISTING FOUNDATION PLAN CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR SCALE: 1/4" = 1'-0" MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS. LIFE SAFETY CODES, & HAZARDOUS MATERIAL REMOVAL&DISPOSAL. 1/2"SPACING ALLOWS 2-16D COMMON THE CONTRACTOR SHALL INDEMNIFY&HOLD HOEDOWN INSTALLATION NAILS @ 6"O.C. HARMLESS THE OWNER,THE ARCHITECT,AND FOR FULL LENGTH THEIR AGENTS&EMPLOYEES FROM AND AGAINST SIMPSON HDU5-SDS2.5OF STUD ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES HOLDOWN(MIN.5000#) CORNER STUD CONNECTED ARISING OUT OF OR RESULTING FROM ANY OF THE TO TRANSFER SHEAR ITEMS LISTED ABOVE. BLOCKING THE CONTRACTOR SHALL VERIFY ALL FIELD @ ENDWALL ° CONDITIONS AND NOTIFY THE ARCHITECT OF ANY II i ® CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 48'-5" _ RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. BUILDING WIDTH _ U : ,_ THE ARCHITECT SHALL BE HELD HARMLESS BY ANY : AGENCY FOR ANY"ERRORS&OMISSIONS"ON 26'-2" 22'-3" � � ' THESE DOCUMENTS. 3/4"DIA.THREADED ROD EMBEDDED THE CONTRACTOR IS SOLEY RESPONSIBLE FOR NOTES: 16"INTO SOLID FILLED 8"CMU BLOCK "METHODS &MEANS"OF CONSTRUCTION. THE 1. HOLD DOWNS REQUIRED AT EACH BUILDING CORNER,AT EACH ARCHITECT IS NOT RESPONSIBLE FOR FIELD OVERHEAD GARAGE DOOR JAMB,AND AS INDICATED ON THE PLANS. SUPERVISION. 2. ALL STRAPPING,ANCHORS,AND HOLD DOWNS SHALL BE INSTALLED AS PER MANUFACTURES SPECIFICATIONS. " CORNER HOLDOWN DETAIL N.T.S. Z o obi FED age i� W W z SECTION R806: ROOF VENTILATION R806.1:VENTILATION REQUIRED EXISTING WORKSHOP p ENCLOSED ATTICS & ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIEDCn —I . '. p DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATIONS FOR o EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE �2a743-� t�4� EXISTING GARAGE L OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED WITH CORROSION-RESISTANT ;' N r WIRE MESH, WITH 1/8" MINIMUM TO 1/4" MAXIMUM OPENINGS. W 0 o - < N 0 R806.2: MINIMUM AREA 1= X z r v a THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 TO 150 OF THE AREA X = o Q p OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PER TO BE REDUCED Legalizations of Existing Structures: w EO w g z TO 1 TO 300, PROVIDED AT LEAST 50%AND NOT MORE THAN 80% OF THE REQUIRED VENTILATING co FLX p AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE Kim & McGuire Residence mac, Q RVENTILATED AT LEAST THREE FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE #2800 Brid e Lane 0 W OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. AS g 4) `__________ EXISTING_____________ _____________ EXISTING__________ AN ALTERNATIVE, THE NEW FREE CROSS VENTILATION AREA MAY BE REDUCED Cutchogue, New York 61-4" X 10" 6'-4" X 10" TO 1 TO 300 WHEN A VAPOR BARRIER HAVING A TRANSMISSION RATE NOT FIXED WINDOW FIXED WINDOW w EXCEEDING ONE PERM IS INSTALLED ON THE WARM SIDE OF THE CEILING. S.C.T'.1VI.: 1000 - 85 - 02 -03 R806.3:VENT CLEARANCE ~ WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE EXISTING _ FLOW OF AIR. A MINIMUM OF A ONE-INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION Issued: For approval EXISTING 11"X 1'-10" 1 1"X 1'-10" �,V AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT.X "' FIXED WINDOW oFOUNDATION and FLOOR FIXED WINDOW M EXISTING — PLAN 3'-10" X 2'-6" ROOF NOTES: FIXED WINDOW Keri Kazel, Architecture RAFTERS AS NOTED ON PLANS 2 Windemere Court 5-84 7'44 7'-44" 5' -74" 4'- 0. 92" 3'-112' 3'-112" 6'-52,. 3'-1"RIDGES AS NOTED ON PLANS Ir ALL FLASHING TO BE LEAD-GATED COPPER P.O. Box 169 26-2" 22-3" ALL GUTTERS TO BE 5"ALUM SpeonPhonek631-874-2925 lo ALL LEADERS TO BE 4"ALUM 48'-5" ALL ROOFING TO BE ASPHALT SHINGLES (COLOR& MAKE SELECTED BY OWNER) Fax: 631-874-7377 EXISTING GARAGE WIDTH SLOPE ALL GUTTERS TOWARD LEADERS @1/8" PER LINEAR FOOT keri@kazelarchitects.com PROVIDE HIP AND VALLEY RAFTER CLIPS, USE SST HCP2 W/UPLIFT CAPACITY OF 605 EXISTING FLOOR PLAN VENT CONCEALED RAFTER SPACE ABOVE INSULATION TO THE EXTERIOR Date: June 23, 2014 DOUBLE ROOF UNDERLAYMENT FELT FOR ROOF PITCHES LESS THAN 4:12 SCALE: 1/4" = l'-0" PROVIDE SNOW& ICE SHIELD FROM THE EAVES TO A PT. A MIN. OF 24" PAST THE WARM SIDE OF THE WALL Scale: As noted Project No. IA5 NOTES: SYMBOL LEGEND III=1 I 1=1 1=1 EARTH I-1 I I-1 I I=1 I I POURED CONCRETE TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: EXISTING STUD WALL 30 YEAR ARCHITECTURAL ASPHALT ' 12 30 YEAR ARCHITECTURAL ASPHALT TO REMAIN SHINGLES TO MATCH EXISTING —15 SHINGLES TO MATCH EXISTING 30#ROOF FELT 30#ROOF FELT C-L- 1/2" EXISTING STUD WALL 1/2" CDX PLYWOOD SHEATHING 1/2"CDX PLYWOOD SHEATHING TO BE REMOVED RAFTERS AS NOTED RAFTERS AS NOTED �----� NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. 2x JOISTS JOISTS @ 1 o C ABOVE SIN i[) TYPICAL EXTERIOR WALL CONSTRUCTION _ � TYPICAL EXTERIOR WALL CONSTRUCTION IL 5 SECTION / DETAIL CEDAR SHAKE SIDING ti00 CEDAR SHAKE SIDING TYVEK HOUSE WRAP OR EQUAL _ r TYVEK HOUSE WRAP OR EQUAL A5 0° 1" PLYWOOD SHEATHING � S-� BUILDING SECTION '" PLYWOOD SHEATHING _ a� 2 A5 2x 6 STUDS @ 16" O.C. 2x 6 STUDS @ 16" O.C. 2" GYPSUM WALL BOARD ~ 2" GYPSUM WALL BOARD WINDOW m ° ° ° °. ° Q ELEMENTS ABOVE GRADE ° , . GRADE ° a ° ° ° a °° ° ------- 26-2" 22'-3" — GIRDER / HEADER ABOVE 48'-5" EXISTING LEFT SIDE ELEVATION 01 EXISTING GARAGE WIDTH ® POST DOWN SCALE: 1/4" = 1'-0" SD riX SCO INTERCONNECTED COMBINATION SMOKE AND CARBONMONOXIDE EXISTING FRONT ELEVATION 11 DETECTORS AS PER R313 OF RCONYS SCALE: 1/4" = 1'-0" CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS& EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY TYPICAL ROOF CONSTRUCTION: 30 YEAR ARCHITECTURAL ASPHALT AGENCY FOR ANY"ERRORS&OMISSIONS"ON THE SHINGLES TO MATCH (EXISTING 12 �� D7 ,/ SE DOCUMENTS. 30#ROOF FELT 5 5� TYPICAL ROOF CONSTRUCTION: THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 1/2" CDX PLYWOOD SHEATHING EXISTING 2 x 4 COLLAR TIE @ 48"O.C. 30 YEAR ARCHITECTURAL ASPHALT -�5 "METHODS&MEANS"OF CONSTRUCTION. THE RAFTERS AS NOTED ��,► SHINGLES TO MATCH EXISTING ARCHITECT IS NOT RESPONSIBLE FOR FIELD 30# ROOF FELT SUPERVISION. TYPICAL EXTERIOR WALL CONSTRUCTION 1/2" CDX PL'.YWOOD SHEATHING y CEDAR SHAKE SIDING "JJRAFTERS AS NOTED TYVEK HOUSE WRAP OR EQUAL 2'PLYWOOD SHEATHING EXISTING 2 x 6 ROOF 5-1/2"(R-21)BATT INSULATION WITH VAPOR RAFTER @ 16"O.C. TYPICAL EXCTERIOR WALL CONSTRUCTION - RETARDER ON THE WARM SIDE r N �, CEDAR SHAKE SIDING b S - TYVEK HOUSE WRAP OR EQUAL L � A`,�1'''> 2x 4 STUDS @ 16' O.C. �• F 2'GYPSUM WALL BOARD ' PLYWOOID SHEATHING �\ - r, `< Y r� 2x 6 STUDS @ 16 O.C. o _ `6` " .h/'�;f?,. ,� �~ ao GYPSUM 'WALL BOARD LLJ NEW 2x 4 P.T.SILL PLATES OVER z a �J77 3-1 a1 TERMITE SHIELD AND SI S N 0%' I`JE�� X GRADE GRADE 8'DIA.STEEL ANCHOR DOLTS MAX. 0 3'-12" 15'-11" 23"O.C.WITHIN 12"FRONA ENDS OF M EXISTING AUTOMATIC GARAGE DOOR OPENING Legalizations of Existing Structures EACH SILL PLATE PIECE., EXTEND &pp'' BOLTS MIN.7"INTO FOUNDATION Kim McGuire Residence AND SECURE TO SILL WITH T' #2800 Bridge Lane SQUARE WASHER AND TIGHTENED NUT TO EACH BOLT. CutCllogue, New York EXISTING RIGHT SIDE ELEVATION S.C.T.M.: 1000 - 85 - 02 -03 EXISTING BUILDING SECTION SCALE. 1/4 - 1 -0 = Issued: For approval SCALE: 1/4" l'-0" BUILDING SECTION and ELEVATIONS Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 " Speonk, NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchiteets.com Date: June 23, 2014 Scale: As noted IA6 1 Project No. NOTES: SYMBOL LEGEND III=1 I I 111=1 EARTH 1=1 11=1 11=1 I I 'r POURED CONCRETE } >_ EXISTING STUD WALL TO REMAIN E_____I EXISTING STUD WALL TO BE REMOVED NEW 2x4OR2x6 STUD WALL @ 16" O.C. 2x JOISTS @ 16"O.C. JOISTS ABOVE 5 A5 SECTION / DETAIL s_1 A5 BUILDING SECTION -JE==77I WINDOW - -- - - - - - - - - F — ______- ELEMENTS ABOVE — GIRDER / HEADER ABOVE I I � o I do ® POST DOWN � (.0_ N (e) I X I r'.-,)SD INTERCONNECTED COMBINATION -''CO SMOKE AND CARBONMONOXIDE EXISTING 2x8 RIDGE DETECTORS AS PER R313 OF RCONYS I I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE d EXISTING 2x8 RIDGE OF WORK&SHALL COMPLY WITH ALL APPLICABLE d O FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING LINE OF BUT NOT LIMITED TO BUILDING CODES,OSHA WALL BELOW N MATERIALREGULTI REMOVAL ONS. LIFE S&DISPOSAL.AFETY ODES, &HAZARDOUS THE CONTRACTOR SHALLN I DEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST d ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES d O I ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. X LINE OF THE CONTRACTOR SHALL VERIFY ALL FIELD WALL BELOW I CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD EXISTING ROOF PLAN SUPERVISION. SCALE: 1/4" = V-0" ANN }�. O�4a743-A 41` _ Legalizations of Existing Structures: Kira & McGuire Residence #2800 Bridge Lane Cutchogue, New York S.C.T.M.: 1000 - 85 - 02 -03 Issued: For approval ROOF PLAN Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Date: June 23, 2014 Scale: As noted 11 Project No. l NOTES: TYPICAL ROOF CONSTRUCTION: SYMB O L L E G E N D 30 YEAR ARCHITECTURAL ASPHALT SHINGLES TO MATCH EXISTING 30#ROOF FELT 2 x 8 RAFTER 1 I I —_ = =1 I -IEXISTING POOL HOUSE 1/2" CDX PLYWOOD SHEATHING �Ivffii1 I1 11EXT'G ROOFEARTH RAFTERS AS NOTED 12 — — � EXISTING ALUMINUM �5 POURED i 2 x 4 C.T. @ 48" O.C. _ - CONCRETE GUTTER 2 x 6 ROOF RAFTER EXISTING STUD WALL @ M i REFI TYPICAL EXTERIOR WALL CONSTRUCTION 16 O.C. TO REMAIN = I 'S i Cl) I ( CEDAR SHAKE SIDING - EXISTING STUD WALL o i z � z 1 � W TYVEK HOUSE WRAP OR EQUAL �� L ] TO BE REMOVED iv X i O i" PLYWOOD SHEATHING i F- D z N � i X o 0 2'-32" �I� I 5-1/2"(R-21) BATT INSULATION WITH VAPOR r NEW 2x 4 OR 2x 6 o I Wi N W EXISTING POOL ROOM ADDITION r r z I 2x6 R.R. 2x6 R.R. RETARDER ON THE WARM SIDE = STUD WALL 16" O.C. civ LL I 4 N p I 2x 4 STUDS @ 16"O.C. `- @ N m N j @ 16"O.C. �' @ 16"O.C. 2'GYPSUM WALL BOARD °D 2x JOISTS r a (2)2"x 6$ ' - m I I JOISTS ABOVE W i iv o NEW 2x 4 P.T.SILL PLATES OVER @ 16"O.C. O o DOOR i i N TERMITE SHIELD AND SILL SEAL o L I EXISTING I 0 I LINE OF I A5 SECTION / DETAIL 2'-0"X 4'-8" i rnl� I WALL BELOW GRADE FIXEb WINDOWS i N " n I 12"DIA.SONOTUBE o S-1 BUILDING SECTION �' I PIERS AT EACH POST N l L— A5 -- - ABOVE.SEE DETAIL I THIS SHEET. WINDOW L---------------------------- - _----___--_-__ ----- ---- -_-�- ----�_ -1 1ELEMENTS ABOVE 9" 5'-10" 2'-2" 2'-2" 2'-2' 2'-2' 9" LINE OF EXISTING 44" 3 6" 3i9-6"Y316" ROOF ABOVE 1T-3" EXISTING ROOF PLAN - GIRDER/ HEADER ABOVE PROPOSED BUILDING WIDTH SCALE: 1/4" = V-0" EXISTING FLOOR PLAN 13 POST DOWN SCALE: 1/4" - 1'-10" INTERCONNECTED COMBINATION <X SSD SMOKE AND CARBONMONOXIDE Co DETECTORS AS PER R313 OF RCONYS CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE SOF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND EXT'G THEIR AGENTS& EMPLOYEES FROM AND AGAINST POOL HOUSE PROPOSED BUILDING ADDITION ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES PROPOSED BUILDING ADDITION EXT'G POOL HOUS ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. TYPICAL ROOF CONSTRUCTION: 30 YEAR ARCHITECTURAL ASPHALT THE CONTRACTOR SHALL VERIFY ALL FIELD TYPICAL ROOF CONSTRUCTION: CONDITIONS AND NOTIFY THE ARCHITECT OF ANY SHINGLES TO MATCH EXISTING EXISTING ALUMINUM TYPICAL ROOF CONSTRUCTION: 30 YEAR ARCHITECTURAL ASPHALT CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 30#ROOF FELT GUTTER SHINGLES TO MATCH EXISTING 1/2" CDX PLYWOOD SHEATHING 30 YEAR ARCHITECTURAL ASPHALT RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. RAFTERS AS NOTED SHINGLES TO MATCH EXISTING 30#ROOF FELT 30#ROOF FELT 1/2" CDX PLYWOOD SHEATHING THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON RAFTERS AS NOTED 1/2" CDX PLYWOOD SHEATHING THESE DOCUMENTS. RAFTERS AS NOTED EXISTING ALUMINUM EXISTING ALUMINUM inbw GUTTER r 1Ai00 GUTTER THE CONTRACTOR IS SOLEY RESPONSIBLE FOR iv o "'METHODS&MEANS"OF CONSTRUCTION. THE NN ARCHITECT IS SUPERVISION.NOT RESPONSIBLE FOR FIELD TYPICAL EXTERIOR WALL CONSTRUCTION r SIN CEDAR SHAKE SIDING NCD c TYVEK HOUSE WRAP OR EQUAL -1C\1 N In,E PLYWOOD SHEATHING a oo w ]T TE U 11 5-1/2"(R-21)BATT INSULATION WITH VAPOR RETARDER ON THE WARM SIDE .' cD 2x 4 STUDS @ 16"O.C. A1,n , 2'GYPSUM WALL BOARD : NNN k,, II A LL CONSTRUCTION </ CEDAR SHAKE SIDING I I I I I I I I I L J L J L J L J L J L J ��,/� � TYPICAL EXTERIOR WALL CONSTRUCTION � EXISTING 12"DIA. TYVEK HOUSE WRAP OR EQUAL 12"DIA. SONOTUBE L J L J L J 12"DIA. SONOTUBE L J L J L J CEDAR SHAKE SIDING =� 17-3" SONOTUBE PIERS [, i'PLYWOOD SHEATHING PIERS AT EACH POST PIERS AT EACH POST z TYVEK HOUSE WRAP OR EQUAL ° AT EACH POSTABOVE.. PROPOSED BUILDING WIDTH 5-1/2"(R-21)BATT INSULATION WITH VAPOR ABOVE. SEE DETAIL ABOVE. SEE DETAIL „ "> SEE DETAIL THIS SHEET. RETARDER ON THE WARM SIDE THIS SHEET. THIS SHEET. 2 PLYWOOD SHEATHING ?or` .�2�743 f 2x 4 STUDS @ 16”O.C. 5-1/2"(R-21) BATT INSULATION WITH VAPOR C�;:: 2'GYPSUM WALL BOARD 2x 4 SRETATDDER ON HARM SIDE UDS @ 16O.C. EXISTING FRONT ELEVATION EXISTING LEFT SIDE ELEVATION EXISTING RIGHT SIDE ELEVATION 2"GYPSUM WALL BOARD SCALE: 1/4" = 1'-0" _ _ SCALE: 1/4" - 1 -0 SCALE: 1/4" - 1 -0 Legalizations of Existing Structures: Kim & McGuire Residence #2800 Bridge Lane Cutchogue, New York SIMPSON STRONG-TIE S.C.T.M.: 1000 - 85 - 02 -03 ABA44 STAND-OFF BASE Issued: For approval e POOL HOUSE PLANS Keri Kazel Architecture a. 2 Windemere Court P.O. BOX 169 112"DIA.BOLT MIN. Speonk, NY 11972Phone: 631-874-2925 � T"EMBEDMENT MIN. Fax: 631-874-7377 keri@kazelarchitects.com . POST TO SONOTUBE CONNECTION Date: June 23, 2014 Scale: As noted Project No. A8 I NOTES: SIMPSON STRONG-TIE ABA44 STAND-OFF BASE / � �- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -/— � o �Hp I __ _ _ __ _ _ __ I HD/ 8" POURED CONCRETE FOUNDATION - — — — — — — —— — — — — — — — — — — — — — — —I / WALL WITH 2-#4 CONTINUOUS HORIZ. RE-BAR AT TOP&#5 VERTICAL REBAR @ 24"O.C.ON 24"x 12" P.C. FOOTINGS ' WITH 3-#5 RE-BARS E.W. I SYMBOL LEGEND a 10� C5 =1 1=1 I 1=1 I I SLAB ON GRADE I I I d I [111m,-III—III-III EARTH co 112 DIA.BOLT MIN. II III I N4°P.C. SLAB WITH ( I 7"EMBEDMENT MIN. 6x 6, 10/10 W.W.M. . • , • POURED CONCRETEOVER,006 POLY VAPOR I I I 2x12 RIDGEBARRIER. (5000 PSI. MIN.) OVER 6 GRAVEL BASE co I I POST TO SONOTUBE CONNECTION EXISTING STUD WALL i I I I • TO REMAIN I I I I I _____ EXISTING STUD WALL I I I I I I TO BE REMOVED I I I I I to I NEW 2x4 OR 2,x6 N @� STUD WALL @ 16 0.C. LINE OF I 2x JOISTS I I i i I WALL BELOW I @ 16"O.C. JOISTS ABOVE I i rlI- - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - J I\ 5 p I I HDAI L _____ _ _— _=__ �� A5 SECTION / DETAIL L — — — — — — — —— — — — — — — — — — — — — — — —— — — —— — — — — — / J A5 BUILDING SECTION 27'-14" WINDOW C17 EXISTING ROOF PLAN ------- ELEMENTS ABOVE r SCALE: 1/4" = 1'-0" GIRDER / HEADER ABOVE POST DOWN r X%1 SD -"CO INTERCONNECTED COMBINATION SMOKE AND CARBONMONOXIDE Op O O O O DETECTORS AS PER R313 OF RCONYS 7" 7 -87 6-8 7 16 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 6'-8.16 6-816 616 7 MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS EXISTING FOUNDATION PLAN MATERIAL REMOVAL&DISPOSAL. SCALE: 114" = V-0" THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS &EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 27'-14" 1 ARISING OUT OF OR RESULTING FROM ANY OF THE 1" A ITEMS LISTED ABOVE. BUILDING WIDTH 1 27'-14" 7'-51„ 7,_51„ 6,-11.. 1" THE CONTRACTOR SHALL VERIFY ALL FIELD 8 2 2 8 BUILDING WIDTH CONDITIONS AND NOTIFY THE ARCHITECT OF ANY Ile CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE - - -- - - -- - - - - - - -- - - -- - - - - - - -- - - -- - - - RESPONSIBLE FOR FIELD MEASUREMENTS ASREQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON iv o I 36" HIGH RAILING THESE DOCUMENTS. z 'v z R312 GUARDRAILS: PORCHES THE CONTRACTOR IS SOLEY RESPONSIBLE FOR BALCONIES AND STAIR "METHODS &MEANS"OF CONSTRUCTION. THE X M Q I LANDINGS 30"ABOVE FLOOR �-v w -' w ARCHITECT IS NOT RESPONSIBLE FOR FIELD c� _ x I OR GRADE TO BE INSTALLED SUPERVISION. — — — 1 co —104LL WITH 36"HIGH RAILINGS, 1 I M o)68 BALUSTERS NOT TO ALLOW 1 1 �i�r PASSAGE OF A SPHERE 4"OR °D z MORE IN DIAMETER. iv DEXISTING STORAGE I riN >� r � z N N > N f_z 1 EXISTING STORAGE z �� p - - - - 1 r rQ W rX 1 :-5z (R 0 ANN `jj -3 I J " LU A X C0 A (D CIN D 0-1/p 36 z HIGH RAILING z zo i �- © ' R312 GUARDRAILS: PORCHES F- )X 2 I O cn a BALCONIES AND STAIR _ r'>iv LANDINGS 30"ABOVE FLOOR - W r�X _ Cl)~ — _ QI � M o *4? OR GRADE TO BE INSTALLED � U_ �� v X C'? a r — — N Cl) -1 . Wit W — — — -I A44- LO °D ai ai WITH 36"HIGH RAILINGS, v _ — x BALUSTERS NOT TO ALLOW " - — — `o � E' PASSAGE OF A SPHERE 4"OR �!� �v - r T MORE IN DIAMETER. _ p Legalizations of Existing Structures: --n n�L ._ " — Y 0" — — — — — —— ..— — — — — — —— — — —— — — — I -O Kern & McGuire Residence 1.. 27'-11" #2800 Bridge Lane 1" 4 1 27'-14 1„ BUILDING WIDTH Cutchogue, New York BUILDING WIDTH I 1 S.C.T.M.: 1000 - 85 - 02 -03 IN ROOF ABOVE rici rr�(V Issued: For approval IPOST ON 1 r N O r PORCH ROOF r 4"X4" I FOUNDATION PLAN, I 16"DIA.SONOTUBE i PIERS.SEE DETAIL THIS SHEET. I FLOOR PLAN and ROOF PLAN ALIGN 1 I I 4 x 4 WOOD POST Keri Kazel Architecture I I (TYP,) _ _ JI J 2 Windemere Court - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - P.O. Box 169 7" 6'-8,, V-87" 6-8-L" 3 I S eonk NY 11972 24" 6-8'16 16 16 16 24 L CE OF POST 27'-34" Phone: 631-874-2925 (TYP.) Fax: 631-974-7377 keri@kazelarchitects.com FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN Date: June 23, 2014 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Scale: As noted A9 Project No. NOTES: SYMBOL LEGEND III-1 I 1=1 I 1=1 EARTH 1=1 11=1 11=1 I t POURED CONCRETE TYPICAL ROOF CONSTRUCTION: 30 YEAR ARCHITECTURAL ASPHALT TYPICAL ROOF CONSTRUCTION: EXISTING STUD WALL SHINGLES TO MATCH EXISTING 12 12 30 YEAR ARCHITECTURAL ASPHALT TO REMAIN �� SHINGLES TO MATCH EXISTING 30# ROOF FELT 30#ROOF FELT _____ EXISTING STUD WALL 1/2" CDX PLYWOOD SHEATHING 1/2"CDX PLYWOOD SHEATHING TO BE REMOVED RAFTERS AS NOTED RAFTERS AS NOTED TYPICAL ROOF CONSTRUCTION: \ �----� NEW 2x 4 OR 2x 6 TYPICAL EXTERIOR WALL CONSTRUCTION 30 YEAR ARCHITECTURAL ASPHALT \ STUD WALL @ 16" O.C. CEDAR SHAKE SIDING SHINGLES TO MATCH EXISTING \ JOISTS ABOVE TYVEK HOUSE WRAP OR EQUAL 30#ROOF FELT _ 1" 1/2"CDX PLYWOOD SHEATHING x JOISTS z PLYWOOD SHEATHING 12 12 @ 5-1/2"(R-21)BATT INSULATION WITH VAPOR RAFTERS AS NOTED 3(— TYPICAL EXTERIOR WALL CONSTRUCTION 16"O.0 CEDAR SHAKE SIDING RETARDER ON THE WARM SIDE �3 // TYVEK HOUSE WRAP OR EQUAL 55 SECTION / DETAIL 2x 4 STUDS @ 16 O.C. Ll " PLYWOOD SHEATHING I.GYPSUM WALL BOARD 5-1/2"(R-21)BATT INSULATION WITH VAPOR RETARDER ON THE WARM SIDE y S-1A5 BUILDING SECTION 2x 4 STUDS @ 16"O.C. 2'GYPSUM WALL BOARD _ 2-2 x 8 GIRDER BOLTED WINDOW THRU 4 x 4 POSTS WITH 36"HIGH RAILING SIMPSON TIES TYPICAL R312 GUARDRAILS:PORCHES BALCONIES AND STAIR -—————- ELEMENTS ABOVE PROPOSED PORCH AREA LANDINGS 30"ABOVE FLOOR PROPOSED PORCH AREA OR GRADE TO BE INSTALLED 4 x 4 WOOD POSTS ON WITH 36"HIGH RAILINGS, GIRDER / HEADER ABOVE 12"DIA.SONO1fUBE BALUSTERS NOT TO ALLOW PIERS AT EACH POST PASSAGE OF A SPHERE 4"OR ABOVE.SEE DETAIL • d a MORE IN DIAMETER. ® POST DOWN • d THIS SHEET. d. , 8 d CINTERCONNECTED COMBINATION • d •d AX,$D SMOKE AND CARBONMONOXIDE �_v CO DETECTORS AS PER R313 OF RCONYS LJ LJ �_ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _� CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING EXISTING FRONT ELEVATION EXISTING REAR ELEVATION BUT NOT LIMITED TO BUILDING CODES,OSHA TYPICAL ROOF CONSTRUCTION: SCALE: 1/4" — 1'-O" REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS 30 YEAR ARCHITECTURAL ASPHALT TYPICAL ROOF CONSTRUCTION: SCALE: 1/4" = 1'-O" MATERIAL REMOVAL&DISPOSAL. SHINGLES TO MATCH EXISTING 30 YEAR ARCHITECTURAL ASPHALT THE CONTRACTOR SHALL INDEMNIFY&HOLD 30#ROOF FELT SHINGLES TO MATCH EXISTING HARMLESS THE OWNER,THE ARCHITECT,AND 1/2"CDX PLYWOOD SHEATHING 30#ROOF FELT THEIR AGENTS&EMPLOYEES FROM AND AGAINST RAFTERS AS NOTED 1/2"CDX PLYWOOD SHEATHING ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES RAFTERS AS NOTED ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. 36"HIGH RAILING TYPICAL EXTERIOR WALL CONSTRUCTION R312 GUARDRAILS:PORCHES BALCONIES AND STAIR CEDAR SHAKE SIDING THE CONTRACTOR SHALL VERIFY ALL FIELD LANDINGS 30"ABOVE FLOOR iTYVEK HOUSE WRAP OR EQUAL CONDITIONS AND NOTIFY THE ARCHITECT OF ANY OR GRADE TO BE INSTALLED PLYWOOD SHEATHING CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE WITH 36" HIGH RAILINGS, 5-1/2"(R-21)BATT INSULATION WITH VAPOR RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. BALUSTERS NOT TO ALLOW RETARDER ON THE WARM SIDE THE ARCHITECT SHALL BE HELD HARMLESS BY ANY PASSAGE OF A SPHERE 4"OR 2x 4 STUDS @ 16"O.C. AGENCY MORE IN DIAMETER. 2"GYPSUM WALL BOARD THESE DOCOUMENTS.R ANY RRORS&OMISSIONS"ON THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE TYPICAL EXTERIOR WALL CONSTRUCTION ARCHITECT S NOT RESPONSIBLE FOR FIELD CEDAR SHAKE SIDING SUPERVISION. TYVEK HOUSE WRAP OR EQUAL. 36"HIGH RAILING ' R312 GUARDRAILS:PORCHES PLYWOOD SHEATHING 5-1/2"(R-21)BATT INSULATION WITH VAPOR BALCONIES AND STAIR LANDINGS 30"ABOVE FLOOR RETARDER ON THE WARM SIDE OR GRADE TO BE INSTALLED 2x 4 STUDS @ 16"O.C. \ WITH 36"HIGH RAILINGS, - — , 2'GYPSUM WALL BOARD rED / �`�BALUSTERS NOT TO ALLOWPASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. 4 x 4 WOOD POSTS ON \ 12"DIA.SONOTUBE PIERS AT EACH POST / ABOVE.SEE DETAIL THIS SHEET. GRADE a • a a �` a�,, . s , d d ° GRADE ° d . �p .l;��3-1 I I I I I I I I I I I I J LJ LJ LJ LJ I _ _ __ _ _ __ _ _ __ _ _ __ _ ___ _ _ __ _ _ _ _ _ _ __ _ _ _� = _ _ _ — Legalizations of Existing Structures: Kim & McGuire Residence EXISTING LEFT SIDE ELEVATION EXISTING RIGHT SIDE ELEVATION #2800 Bridge Lane SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" Cutchogue, New York S.C.T.M.: 1000 - 85 - 02 -03 Issued: For approval ELEVATIONS Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 Speonk, NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 kcri@kazelarchitects.com Date: June 23, 2014 Scale: As noted A10 Project No. NOTES: SYMBOL LEGEND III=1 I-1 1=1 EARTH I-1 t I-1 I I-1 I I POURED CONCRETE EXISTING STUD WALL TO REMAIN E_____ EXISTING STUD WALL TO BE REMOVED NEW 2x4 OR 2x 6 STUD WALL @ 16" O.C. _2xJOISTS ABOVE STS @ 166""O.0' •C 5 SECTION / DETAIL A5 s-' BUILDING SECTION A5 WINDOW 2X12 RIDGE BEAM ______- ELEMENTS ABOVE TYPICAL ROOF CONSTRUCTION: 12 _ 30 YEAR ARCHITECTURAL ASPHALT 7 GIRDER / HEADER ABOVE SHINGLES TO MATCH EXISTING 30# ROOF FELT TYPICAL ROOF CONSTRUCTION: 1/2" CDX PLYWOOD SHEATHING 2X4 COLLAR TIE 30 YEAR ARCHITECTURAL ASPHALT POST DOWN RAFTERS AS NOTED @48"O.C. SHINGLES TO MATCH EXISTING 30# ROOF FELT INTERCONNECTED COMBINATION 1/2" CDX PLYWOOD SHEATHING r`X SSD DE 2X8 ROOF RAFTER RAFTERS AS NOTED Iy CO DETECTORS AS PER R313 OF RCIONYS 0 r` PROPOSED UPPER LEVEL 12 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 3 MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE Cl? FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING TYPICAL EXTERIOR WALL CONSTRUCTION o CEDAR SHAKE SIDING 12"TJI 560 SERIES @16-O.C. _ N BUT NOT LIMITED TO BUILDING CODES,OSHA S TYVEK HOUSE WRAP OR EQUAL 4 x 4 WOOD POSTS ON REGULATIONS. LIFE AFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. 2'PLYWOOD SHEATHING 12"DIA.SONOTUBE 5-1/2"(R-21)BATT INSULATION WITH VAPOR PIERS AT EACH POST - THE CONTRACTOR SHALL INDEMNIFY&HOLD RETARDER ON THE WARM SIDE ABOVE.SEE DETAIL r HARMLESS THE OWNER THE ARCHITECT,AND 2x 6 STUDS @ 16"O.C. N THIS SHEET. C14 THEIR AGENTS&EMPLOYEES FROM AND AGAINST 2'GYPSUM WALL BOARD ,nlm ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES PROPOSED LOWER LEVEL ARISING OUT OF OR RESULTING FROM ANY OF THE NEW 2x 4 P.T.SILL PLATES OVER PROPOSED PORCH AREA ITEMS LISTED ABOVE. TERMITE SHIELD AND SILL SEAL THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE ' GRADE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. - _ - - - - - - - - �' IL 1b - - THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON CO THESE DOCUMENTS. - FI a l - THE CONTRACTOR IS SOLEY RESPONSIBLE FOR d ^- �, iI;1'_p" "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. EXISTING BUILDING SECTION SCALE: 1/4" = 1'-0" ;t=R ®A ANN Legalizations of Existing Structures: Kim & McGuire Residence #2800 Bridge Lane Cutchogue, New York S.C.T.M.: 1000 - 85 - 02 -03 Issued: For approval BUILDING SECTION Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 Speonk, NY 11972 Phone. 631-874-2925 Kj Fax: 631-874-7377 keri@kazelarchitects.com Date: June 23, 2014 Scale: As noted 1A111 1 Project No. TABLE 3.413 NOTES: TABLE 3.4 UPLIFT STRAP CONNECTION REQUIREMENTS RAFTER / TRUSS FRAMING TO WALL CONNECTION REQUIREMENTS FOR WIND LOADS (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) EXPOSURE B (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) TABLE 3.1 NAILING SCHEDULE DEAD LOAD ASSUMPTIONS: ROOF / CEILING ASSEMBLY DL= 15 PSF DEAD LOAD ASSUMPTIONS: ROOF / CEILING ASSEMBLY DL= 15 PSF •' THREE SECOND GUST THREE SECOND GUST JOINT DESCRIPTION #OF COMMON NAILS NAIL SPACING REMARKS WIND SPEED(MPH) 90 100 110 120 90 100 10 120 •, O WIND SPEED(MPH) O U'•` L S U-` L S U34 L S U'•" L S FRAMING SPACING ROOF SPAN NUMER OF 8d COMMON NAILS OR 10d BOX NAILS ROOF FRAMING ' RAFTER/TRUSS ROOF SPAN 2 3 4 RAFTER TO TOP PLATE TOE-NAILED 5 8d PER RAFTER AS PER TABLE 3.4A - SPACING(IN.) (FT.) REQUIRED CAPACITY OF CONNECTION(LBS) � (IN.) {FT.) IN EACH END OF 1-1/4"x 20 GAGE STRAP ' ' ' CEILING JOIST TO TOP PLATE OE-NAILED 5 8d PER JOIST AS PER TABLE 3.4A 12 1 1 2 2 CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 5 16d EACH LAP AS PER TABLE 3.9A 12 62 $9 39R 93 109 48R 127 132 58R 165 157 70R CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED 5 16d EACH LAP AS PER TABLE 3.9A 16 72 110 152 198 16 1 1 2 2 COLLAR TIE TO RAFTER FACE-NAILED 5 8d PER TIE AS PER TABLE 3.6A SYMBOL L E G E N D 20 83 127 177 231 20 1 2 2 2 BLOCKING TO RAFTER TOE-NAILED 2 8d EACH END 12 24 93 145 202 264 12 24 1 2 2 3 RIM BOARD TO RAFTER END-NAILED 2 16d EACH END 28 104 163 227 297 28 1 2 2 3 WALL FRAMING 32 115 180 252 331 36 126 198 277 364 32 1 2 3 3 TOP PLATE TO TOP PLATE FACE-NAILED 2 16d PER FOOT III-I I(-�I I-� EARTH 12 82 118 52R 124 146 64R 170 176 78R 220 210 93R 36 2 2 3 3 TOP PLATE AT INTERSECTION FACE-NAILED 4 16d JOINTS-EACH SIDE -� = 16 96 147 203 264 STUD TO STUD FACE-NAILED 2 16d 24"O.C. POURED CONCRETE 141 20 110 170 236 308 12 1 2 2 2 HEADER T HEADER FACE-NAILED 16d 1 N E ''i :c " 16 24 125 193 269 352 16 1 2 2 3 TOP OR BOTTOM PLATE TO STUD END-NAILED 3 16d PER STUD .-` ''"�'` ' ' OR 8" CMU BLOCK 28 139 217 303 397 BOTTOM PLATE TO FLOOR JOIST BAND 32 154 240 336 441 20 1 2 2 3 JOIST END JOIST BLOCKING FACE-NAILED (2)16d �'2 PER FOOT 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY- 36 168 264 370 486 16 24 2 2 3 3 EXISTING STUD WALL RAFTER OR TRUSS TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN 28 2 2 3 4 FLOOR FRAMING ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.4 OR TABLE 3.413. 12 98 142 63R 149 175 77R 204 212 93R 265 252 111R 32 2 2 3 4 JOIST TO SILL,TTO REMAIN WHEN RAFTERS OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, 16 115 176 243 317 36 2 3 4 4 BRIDGING TO JOIST TOE NAI GIRDER(TOE-NAILED) D8d EACPERH END 20 132 204 283 370 BLOCKING TO JOIST TOE-NAILED 2 8d EACH END EXISTING STUD WALL RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND 19.2 24 150 232 323 423 BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3 16d EA H BL CK TO BE REMOVED THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH 28 167 260 363 476 12 1 2 2 3 LEDGER STRIP TO BEAM FACE-NAILED 3 16d EACH JOIST UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.4. 32 184 288 403 529 16 1 2 2 3 JOIST N LEDGER TO BEAM T NAILED) 3 8d PER JOIST 36 202 317 444 583 20 2 2 3 4 BAND JOIST TO 01ST END-NAILED 3 16d PER JOIST r---( NEW 2x 4 OR 2x 6 12 123 177 78R 186 219 97R 255 265 117R 331 315 139R 19.2 24 2 2 3 4 BAND JOIST TO SILL OR PLATE TOE-NAILED 2 16d PER FOOT I STUD WALL @ 16" O.C. 16 144 220 304 396 28 2 3 3 4 ROOF SHEATHING 2x JOISTS 20 165 255 354 462 32 2 3 4 5 @ 16"O.C. JOISTS ABOVE 24 24 187 290 404 528 36 2 3 4 5 STRUCTURAL PANELS-110 MPH(AS PER TABLE 3.10) 8d 6"EDGES/12"FIELD 4"O.C.@ EDGES&FIELD AT GABLE ENDWALL RAKE 28 209 325 454 595 32 230 360 504 661 12 2 2 3 3 STRUCTURAL PANELS-120 MPH(AS PER TABLE 3.10) 8d 6"EDGES/6"FIELD 4"O.C.@ EDGES&FIELD AT GABLE ENDWALL RAKE 5 SECTION / DETAIL 36 252 396 554 728 16 2 2 3 4 A5 U = CONNECTOR UPLIFT LOAD. 20 2 3 3 4 CEILING SHEATHING L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) 24 24 2 3 4 5 1 GYPSUM WALLBOARD 1 1 5/8"DRYWALL SCREWS 1 7"EDGE/10"FIELD TYPE W OR S SCREWS/MIN.5/8"PENETRATION S-1 BUILDING SECTION S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) 28 2 3 4 5 A5 NOTE: R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND L/W FOR WIND PARALLEL TO THE RIDGE,WHERE W 32 2 3 5 6 WALL SHEATHING REFER TO TABLE 3.413 AND USE IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. 36 3 4 5 6 STRUCTURAL PANELS 8d 1 6"EDGE /12"FIELD 1-1/4"x 20 GAGE STRAP WITH GYPSUM WALLBOARD 1 5/8"DRYWALL SCREWS 1 7"EDGE 10"FIELD I TYPE W OR S SCREWS/MIN.5/8"PENETRATION WINDOW (4)8d COMMON NAILS OR 1 TABULATED UPLIFT AND LATERAL LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.75 AND 0.92 RESPECTIVELY, 1 PERSCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 10d BOX NAILS IN EACH END FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 2 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. FLOOR SHEATHING OF THE STRAP. 2 TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. 3 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD STRUCTURAL PANELS 1"OR LESS 8d 6"EDGE/12"FIELD ELEMENTS ABOVE 3 TABULATED UPLIFT LOADS ASSUME A REDUCED ROOF AND CEILING ASSEMBLY DEAD LOAD OF 9 PSF(0.6x15 PSF=9PSF) OF 9 PSF(0.6x15 PSF=9PSF)IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS STRUCTURAL PANELS GREATER THAN 1" 1 6"E E/6"FIELD 4 TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR NOT CONNECTED TO THE ROOF ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY WALL-TO-WALL OR WALL-TO-FOUNDATION CONNECTIONS,TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE 1 NAIL AT EACH END OF THE STRAP. REDUCED BY 60 PLF(0.60 x 99 PLF)FOR EACH FULL WALL ABOVE. 1 14 MINIMUM ASTM A653 GRADE 33 STEEL STRAP. GIRDER / HEADER ABOVE ® POST DOWN LIMITATIONS TO CONNECTION REQUIREMENTS: SD INTERCONNECTED COMBINATION <�CO SMOKE AND CARBONMONOXIDE THE CONNECTIONS LISTED IN THIS TABLE ARE SUFFICIENT FOR COMPLIANCE WITH THE PRESCRIPTIVE DESIGN DETECTORS AS PER R313 OF RCONYS METHOD OF THE ANSI/AF&PA WOOD FRAME CONSTRUCTION MANUAL-2001,PROVIDING THE FOLLOWING CONDITIONS ARE MET: °a TABLE 3.2C CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE RESISTING UPLIFT LOADS FROM WIND- EXPOSURE B 1.STRUCTURE UNDER CONSIDERATION IS LOCATED WITHIN A MAXIMUM 3-SECOND GUST WIND FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING SPEED ZONE OF 120MPH OR LESS. OSHA PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2 2.STRUCTURE IS LOCATED IN EXPOSURE CATEGORY B. BUT NOT LIMITED TO BUILDING CODES, ° ( ) REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS 3.MAXIMUM STRUCTURE HEIGHT=33'-0". (MEAN GRADE LEVEL TO MEAN ROOF LEVEL) MATERIAL REMOVAL&DISPOSAL. 8' END ZONES INTERIOR ZONES 4.MAXIMUM FLOOR JOIST SPAN=26'-0". 5.MAXIMUM WALL HEIGHT=10'-0"(LOAD BEARING WALL) FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY- NTS =20'-0(NON-LOAD BEARING WALL) THE CONTRACTOR SHALL INDEMNIFY&HOLD (MPH) (MPH) 6.MAXIMUM ROOF RAFTER SPAN=24'-0". HARMLESS THE OWNER,THE ARCHITECT,AND WALL STUD WALL STUD UPLIFT CONNECTIONS SHALL BE IN 90 100 1� 120 90 100 10 120 7.MAXIMUM FLOOR JOIST SPACING,WALL STUD SPACING,ROOF RAFTER SPACING=16"O.C. THEIR AGENTS &EMPLOYEES FROM AND AGAINST ACCORDANCEE WITH THE REQUIREMENTS OF TABLE 3.4 OR TABLE 8.ROOF SLOPE TO BE BETWEEN 4/12 AND 12/12 INCLUSIVE. ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 3.46. WHEN STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, BOTTOM PLATE TO FOUNDATION FOUNDATION MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 9.ROOF RAFTERS AND WALL STUDS ARE IN ALIGNMENT CONTINUOUSLY FROM ROOF TO FOUNDATION. ARISING OUT OF OR RESULTING FROM ANY OF THE THE STUDS SHALL BE ATTACHED A COMMON MEMBER IN THE ANCHOR BOLT CONNECTION RESISTING SUPPORTING SPACING(IN.) SPACING(IN.) 10.MAXIMUM BUILDING DIMENSION IN ANY DIRECTION=80'-0" FLOOR ASSEMBLY WITH THE UPLIFFTT CONNECTIONS IN ACCORDANCE 11.MINIMUM ASPECT RATIO OF BUILDING=1:4;MAXIMUM ASPECT RATIO=4:1. ITEMS LISTED ABOVE. WITH TABLE 3.4. UPLIFT LOADS 1-3 STORIES 70 49 39 33 72 57 @T38 11 THE CONTRACTOR SHALL VERIFY ALL FIELD ADDITIONAL NOTES: CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 1.ALL NAILING&FASTENING IN ADDITION TO THAT SHOWN ABOVE SHALL BE IN ACCORDANCE WITH THE LATEST RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. EDITION OF THE RESIDENTIAL BUILDING CODE OF THE STATE OF NEW YORK&WOOD FRAME CONSTRUCTION MANUAL(WFCM)2001 HIGH WIND EDITION. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON 2.COLLAR TIES INSTALLED FOR THE PURPOSE OF RESISTING UPLIFT SHALL BE 2x6 MINIMUM AND SHALL BE THESE DOCUMENTS. LOCATED WITHIN THE TOP 1/3 OF THE ATTIC SPACE. 1 1/4"RIDGE TENSION STRAPS MAYBE USED IN LIEU OF COLLAR TIES. USE SAME NAILING REQUIREMENTS FOR TENSION STRAP AS FOR COLLAR TIE. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR NOTE: NOTE: 3.ALL STRAPS TO RESIST UPLIFT TO BE MINIMUM 1 1/4"x 20 GAGE ASTM "METHODS &MEANS"OF CONSTRUCTION. THE A653-33 GRADE STRAPS. STRAPS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE HOT-DIPPED GALVANIZED ARCHITECT IS NOT RESPONSIBLE FOR FIELD 1-1/4"x 20 GAGE STRAP WITH 1-1/4"x 20 GAGE STRAP WITH REFER TO TABLE AND USE REFER TO TABLE AND USE AFTER FABRICATION OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. SUPERVISION. (4)8d COMMON NAILS OR (4)8d COMMON NAILS OR 4.CONNECT STUDS TO FOUNDATION WITH 1 1/4"STRAP TO BE EITHER EMBEDDED INTO FOUNDATION WALL OR 10d BOX NAILS IN EACH END 10d BOX NAILS IN EACH END OF THE STRAP. OF THE STRAP. LAPPED UNDER BOTTOM PLATE. 5.BLOCKING SHALL BE PROVIDED UNDER FLOOR PANEL EDGES WHERE PANELS ARE PERPENDICULAR TO FLOOR FRAMING. NAIL AS PER SCHEDULE. D ANN 2 V ;•. � ° gyp` NOTE: , ° • ° ALL NAILING & FASTENING FOR THIS PROJECT a • ° .a. SHALL BE IN ACCORDANCE WITH 2001 EDITION 74 �; ;. ° A OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) d ° ° e. °d . 4 - Legalizations of Existing Structures: . NOTE: _ Kim & McGuire Residence THIS AREA IS IN A 110 MPH WIND ZONE ° #2800 Bridge Lane e Cutchogue, New York e A . • d d P S.C.T.M.: 1000 - 85 - 02 -03 3.2.2.3 WALL ASSEMBLY TO FOUNDATION- NTS 3.2.1.7 WALL ASSEMBLY OR SILL PLATE TO FOUNDATION- NTS Issued: For approval FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION SILL PLATE, OR BOTTOM PLATE IN ACCORDANCE WITH THE REQUIREMENTS SYSTEM TO RESIST LATERAL AND SHEAR LOADS FROM WIND IN ACCORDANCE WITH CONNECTION DETAILS OF TABLE 3.2. PERSCRIPTIVE SOLUTIONS FOR STUD TO FOUNDATION, SILL THE REQUIREMENTS OF TABLE 3.2. PRESCRIPTIVE SOLUTIONS ARE PROVIDED FOR TABLE 4A WFCM01: BASIC DESIGN VALUES FOR VISUALLY GRADED LUMBER PLATE, OR BOTTOM PLATE ARE PROVIDED IN TABLE 3.413 SILL PLATE TO FOUNDATION IN TABLE 3.2A,AND FOR BOTTOM PLATE TO FOUNDATION (SEE FIGURES 3.2 a-e). A MINIMUM OF A 14"x 20 GAGE ASTM A653 IN TABLE 3.213. SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE SPECIES& TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING BENDING GRADE 33 STEEL STRAP SHALL BE NAILED TO THE STUDS IN ACCORDANCE FOUNDATION SYSTEM TO RESIST SHEAR LOADS FROM SEISMIC IN ACCORDANCE WITH COM.GRADE SIZE PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES Keri Kl Architecture WITH TABLE 3.413 AND HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN THE REQUIREMENTS OF TABLE 3.3. PRESCRIPTIVE SOLUTIONS ARE PROVIDED FOR SILL (Fb) TO GRAIN(Ft) TO GRAIN(FN,) TO GRAIN(Fc) TO GRAIN(Fc) (E) AGENCY aze10 CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN MASONRY OR BOTTOM PLATE TO FOUNDATION 1N TABLE 3.3A. A MINIMUM OF ONE ANCHOR BOLT DOUG-FIR#2 211 BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE BOTTOM PLATE,3-INCH SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF PLATE. ANCHOR BOLTS + 875 575 95 625 1300 1,600,000 WWW PA Win emer9 Court SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND P.O. BOX 169 SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS AND ANCHOR S eonk,NY 11972 BOLT SPACINGS SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED SLABS-ON-GRADE OR 7 INCHES IN MASONRY BLOCK FOUNDATIONS WHEN RESISTING TABLE 4D WFCM01: DESIGN VALUES FOR VISUALLY-GRADED TIMBERS (5"X5"AND LARGER) P IN TABLE 3.2C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH LATERAL AND SHEAR LOADS ONLY(SEE FIGURES 3.2a-c)ANCHOR BOLTS SHALL BE Phone: 631-874-2925 SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT-DIPPED LOCATED WITHIN 12 INCHES OF CORNERS AND AT SPACINGS SPECIFIED IN TABLES 3.2A-B SPECIES& BENDING TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING Fax: 631-874-7377 GALVANIZED AFTER FABRICATION, OR MANU'FACTURERED FROM G185 OR OR TABLE 3.3A, BUT NOT EXCEEDING 6 FEET ON CENTER. SILL PLATES OR BOTTOM PLATES SIZE PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES keri@kazelarchitects.com Z450 GALVANIZED STEEL. SHALL HAVE FULL BEARING ON THE FOUNDATION SYSTEM. COM.GRADE fib) TO GRAIN(Ft) TO GRAIN(Fv) TO GRAIN(Fc) TO GRAIN(Fc) (E) AGENCY �.. DOUG-FIR#2 POSTS 1IMBERS 750 475 85 625 700 1,300,00D WCLIB Date: June 23, 2014 Scale: As noted Al2 Project No.