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HomeMy WebLinkAbout38259-Z ��SUFFo��.�oG Town of Southold Annex 12/12/2013 3 y� P.O.Box 1179 0 54375 Main Road o S� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36657 Date: 12/12/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 270 PEQUASH AVE, CUTCHOGUE, SCTM#: 473889 Sec/Block/Lot: 102.-3-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/16/2013 pursuant to which Building Permit No. 38259 dated 8/16/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition with side deck to an existing one family dwelling as applied for per ZBA#6169, dated 7/17/08. (4 bedroom approval from Suffolk County Health Department) The certificate is issued to MICHAEL&CAROLANN SENDLEWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0093 11/20/13 ELECTRICAL CERTIFICATE NO. 38259 8/20/13 PLUMBERS CERTIFICATION DATED 9/16/13 bkvid H. Roy, Jr. Auth Si ture r fO( TOWN OF SOUTHOLD �gUF ,�-coGy BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o g 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#: 38259 Date: 8/16/2013 Permission is hereby granted to: MICHAEL & CAROLANN SENDLEWSKI 210 FOXWOOD VILLAGE 1407 MIDDLE ROAD CALVERTON, NY 11933-1435 To: CONSTRUCT A 25.4'X24' 2 STORY ADD/WITH SIDE DECK TO EXISTING SFD PER ZBA6169 AND SHED IN REAR YARD AS APPLIED FOR. (TWO CO'S REQUIRED) REPLACES EXPIRED B.P. # 36200. At premises located at: 270 PEQUASH AVE, CUTCHOGUE SCTM # 473889 Sec/Block/Lot# 102.-3-5.1 Pursuant to application dated 12/23/2008 and approved by the Building Inspector. To expire on 2/16/2015. Fees: PERMIT RENEWAL $615.20 Total: $615.20 Building Inspector o��uFfat,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY 0 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#: 36200 Date: 3/7/2011 Permission is hereby granted to: MICHAEL E & CAROLANN SENDLEWSKI 411 OSBORNE AVE RIVERHEA, NY 11901 To: CONSTRUCT A 25.4X24' 2 STORY ADDIWITH SIDE DECK TO EXISITING SFD PER ZBA6169 AND SHED IN REAR YARD AS APPLIED FOR. (TWO CO'S REQUIRED) REPLACES PERMIT #34367 At premises located at: 270 PEQUASH AVE, CUTCHOGUE SCTM # 473889 Sec/Block/Lot# 102.-3-5.1 Pursuant to application dated 12/23/2008 and approved by the Building Inspector. To expire on 9/5/2012. Fees: PERMIT RENEWAL $1,230.40 Total: $1,230.40 f Bui ding Ins rector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34367 Z Date DECEMBER 30, 2008 Permission is hereby granted to: MICHEAL E & CAROLANN SENDLEWSK 411 OSBORNE AVE RIVERHEAD,NY 11901 for 25 .4 'X24 ' 2 STORY ADD/WITH SIDE DECK TO EXISITING SFD PER ZBA6169 AND SHED IN REAR YARD AS APPLIED FOR. (TWO CO' S REQUIRED) at premises located at 270 PEQUASH AVE CUTCHOGUE County Tax Map No. 473889 Section 102 Block 0003 Lot No. 005 . 001 pursuant to application dated DECEMBER 23 , 2008 and approved by the Building Inspector to expire on JUNE 30, 2010 . Fee $ 737 . 20L i S Au orized2' anatu 00 �Q .r J ORIGINAL UI.� Rev. 5/8/02 0_ 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 Date. New Construction: y Old or Pre-existing Building: check one Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section %Qo2 Block 3 Lot 5, Subdivision ! ,P:N Cr. Filed Map. Lot: J o vU 1 Permit No. - -96-Rz5O' Date of Permit. 3 7 aOI f'. Applicant: S 90 Vf Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App scant S nature Town Hall Annex o�0S11FF0(�COG�� Telephone(631) 765-1802 54375 Main Road c Fax (631) 765-9502 rn z P.O. Box 1179 O • Southold, NY 11971-0959 'f, �.a roper.richertCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michael Sledjeski Address: 270 Pequash Ave City: Cutchogue St: NY Zip: 11935 Building Permit#: 38259 Section: 102 Block: 3 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor x Basement X Service Only Commerical Outdoor x 1st Floor x Pool New Renovation 2nd Floor x Hot Tub Addition x Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 34 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 3 CO Detectors 1 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 35 Twist Lock Exit Fixtures TVSS Other Equipment: 1-heat lamp, 2-exhaust fans, 3-paddle fans, 1-ARC fault circuit breaker, 1-GFCI circuit breaker Notes: Inspector Signature: Date: Aug 20 2013 Electrical Certificate.xls CERTIFICATION Date: I � 3 Building Permit No. ✓ o�� + Owner: Mike, (Please print) Plumber: DvJ 4 KC)q Jr. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. mbers Signature) Sworn to bef re me this l day of 20 JAM R.MATmm YAITfRIIii 'y NOTARY POBI,IC,STAM OF MW YO111C Rq*MdW No.01MA62MM. . Qwlified is Oa�e1p-,.•_ ._ , ODnlMWN&giros Novels* otary Public, County 1��OF SOUT�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR SOUIy�� ,36 ;L-oo "courm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH P,�FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: s DATE INSPECTOR pf SO(/1,��10 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATEa [ ] INSULATION ] FRAMING/ [ ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: CG DATE INSPECTOR SO�l�olo • ao cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT *-N , ' * . [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) REMARKS: L DATE �� �� INSPECTOR pF SOpI�,°!o �ourm,� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 iv INSPECTO col • �o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1 ST [ ]-'R G1�1 PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C. i DATE INSPECTOR �o��OF Uly�lo cOUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR • q DATE �� INSPECTOR � f FIELD INSPECTION REPORT DATE COMMENTS - FOUNDATION(1ST) on------------------------------------- FOUNDATION(2ND) ro z 0 Q � ROUGH FRAMING& y PLUMBING C INSULATION PER N.Y. STATE ENERGY CODE C W FINAL rtn� ADDITIONAL COMMENTS �10 I � y i O A z H x r b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health f� SOUTHOLD,NY 11971 4 sets of Building Plans .-N\zce TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 -----,,►Survey www. northfork.net/Southold/ PERMIT NO. �.��c�7 z-:�: Check 1;L00. 0 0 Septic Form N.Y.S.D.E.C. Trustees Examined ,20 "- --'- -: Contact: AA n - O r Yl Approved oZ 3C� r�J Mail to: Pp Disapproved a/c -� II ' u l� C alto � ! 1 4�, DEC 2 3 2�O Phone: &, q?-I- 3 Expiration bLDG. DEPT. T WN F OUTHg1 ° <<, r2 `� Building nspector ' MART ' :.{ i APPLICATION FOR BUILDING PERMIT Date 3 ` , 20 TQ\'e;' c ,_ = ;,;o _� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. ' c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,i a corporation) (toiling address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder •v Name of owner of premises M C 14 Wei cs- C#AoL iaNIV S'_jVcI Le s lL (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9-1 O eas S 14 4y Pi CUT c-1+05 t, e-- House Number S eet Hamlet County Tax Map No. 1000 Section a Block_ Lot 6- Subdivision Filed Map No. Lot' fi (Name) ,,.,,.�•.�t :,.;;tll�iei a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy -A-��� b. Intended use and occupancy RX 4, .4e 3. Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost :5_0 Odd 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. 7. Dimensions of existing structures, if any: Front ' 0 Rear �0 Depth Height S Number of Stories Dimensions of same structure with alterations or additions: Front 3 a Rear y Depth N �' Height C2 S Number of Stories C�_ 8. Dimensions of entire new construction: Front Rear `( Depth 2 c� Height a Number of Stories 9. Size of lot: Front Rear. Depth 10. Date of Purchase < 01 Name of Former Owner 11. Zone or use district in which premises are situated , 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_/Q 13. Will lot be re-graded? YES NO WiII excess fill be removed from premises? YES�O NO 14.Names of Owner of premises14/C-#ik( '5-exCttxk�ddress d7v le•c W5W Phone No. 631`yT1y`I-Z3 Name of Architect /4 INM►6 5-g , ;e,..9 s L i Address 4Zvivcs fC_ 1�ve- Phone No '7a 7- ✓� Name of Contractor cN Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1>11 * 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_/0 * 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 ,V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O% (� L_*�20L- ,¢,�r 1 S'y�e 'JJ L w C� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, -(S)111c is the O .v N 'R (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sw t efore me this , day of 26 bZ Not ROSKI Signat e of Applicant NOTARY PUBLIC,State of New York -� No.01 D04634870 Qualified In Suffolk County Commission Expires September 30,�7 ?U ti wr+r,., '"•i, FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 25, 2008 TO: Carol Ann and Michael Sendlewski 411 Obsborne Avenue Riverhead,NY 11901 Please take notice that your application dated March 17, 2008 For permit for an additions and alterations to an existing single family dwelling at Location of property 270 Pequash Avenue, Southold,NY County Tax Map No. 1000 - Section 102 Block 3 Lot 5.1 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations are not permitted pursuant to Article III, Section 280-15,which states that accessory buildings and structures shall be located in the required rear yard. The additions and alterations will result in the existing accessory structure being located in the side This Notice of Disa 'ssued based on a survey dated March 18 2008 by Martin Send wslii— D Rallis, Permit Ex finer CC: file, Z.B.A. Note to Applicant: Any change or deviation to above referenced application may require additional review from the Southold Town Building artment. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 25, 2008 AMENDED: April 10, 2008 TO: Carol Ann and Michael Sendlewski 411 Obsborne Avenue Riverhead,NY 11901 Please take notice that your application dated March 17, 2008 For permit for an additions and alterations to an existing singley dwelling at Location of property 270 Pequash Avenue, Southold,NY County Tax Map No. 1000 - Section 102 Block 3 Lot 5_1 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations are not permitted pursuant to Article XXII Section 280-122, which states, "Nothing in this article shall be deemed to prevent the remodeling, reconstruction 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." There is currently an existing accessory building on the property,located partially in the side yard, following the proposed additions and alterations,the accessory building will be made more non-conforming by placing it further into the side yard. The accessory building is non-conforming pursuant to Article III, Section 280-15, which states that accessory buildings and structures shall be located in the required rear yard. This Noti is roval was issued based on a survey dated March 18 2008 by Martin Sendl ski AIA and n ed on 10 2008 based on additional information Provided b the rchitect. bamp_n Rai is, Permit Ex iner CC: file, Z.B.A. / Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. APPEALS BOARD MEMBERS *qF $Q(��y Mailing Address: Gerard P. Goehringer, Chairman hp� �l0 Southold Town Hall 53095 Main Road• P.O. Box 1179 Ruth D. Oliva Southold,NY 11971-0959 James Dinizio, Jr. G • Q Office Location: Michael A. Simon Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman IyCQQ , 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809• Fax(631)765-9064 JUL 10 2003 J� FINDINGS, DELIBERATIONS, AND DETERMINA ONL-_• ------- MEETING OF JULY 17 2008 -r" T(L'i ZBA# 6169 - CAROL ANN and MICHAEL SENDLEWSKI, Applicants PROPERTY LOCATION: 270 Pequash Avenue, Cutchogue CTM 102-3-5.1 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. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 38,685.83 square foot parcel in the Residential R40 District, measuring 209.75 ft. along Pequash Avenue to the east, 202.64 ft. along the northern boundary, 200.00 ft. along the southern boundary, and 177.11 ft. along the western boundary. The lot is improved with a single-family dwelling, a single-story frame building, and an accessory frame shed, as shown on the survey prepared April 2, 2007, amended December 7, 2007 by Nathan Taft Corwin III, licensed land surveyor. BASIS OF APPLICATION: Request for Variances under Sections 280-15 and 280- 122, stating that accessory buildings shall be located in the code-required rear yard, based on the Building Inspector's April 10, 2008 amended Notice of Disapproval RELIEF REQUESTED: The applicants seek a variance to allow an increase from the current nonconforming six feet of the garage, to a nonconforming 31 feet of the accessory garage located in the side yard. ADDITIONAL INFORMATION: The accessory garage is a pre-existing (nonconforming) automobile repair shop. It is 46.6 feet in depth, 40.6 feet of which is currently in the rear yard of the primary structure. The proposed addition at the rear of the dwelling will have the effect of reducing the portion of the shop that extends into the rear yard to approximately 15 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance to allow an increase in the amount of accessory building located in the side yard will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Page 2—July 17, 2008 ZBA#6169—C. and M. Sendlewski CTM 102-3-5.1 There will be no change in the front yard setback of either structure, and the addition will not be visible from the road. 2. Town Law §267-b(3)(b)(2). The benefit of enlarging the house cannot be obtained without a variance. 3. Town Law §267-b(3)(b)(3). The proposed variance is substantial with respect the increase in the degree of side yard penetration. It will increase the degree of nonconformity from 6 ft. to 31 ft. It is not substantial with respect to the overall plan of structures on the lot. 4. Town Law §267-b(3)(b)(4). Constructing an addition to the rear of the existing dwelling will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood. 5. Town Law §267-b(3)(b)(5). The need for a variance was not self-created. It is a result of the location of the pre-existing non-conforming shop building that is already partially in the side yard of the existing dwelling. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition to the dwelling, 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-B, motion was offered by Member Simon, seconded by Member Oliva, and duly carried, to GRANT the variance as applied for, as shown on the site plan SP-1 prepared by Martin F. Sendlewski, A.I.A. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when 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: MembersZapted r (Ch ' ma ), Dinizio, Oliva; Simon, and Weisman. This Resolution w ( -0). r i Gerard P. Goehringer, Chairm 7/ /2008 Approved for Filing c �I ,per' $al a7 1 . so�r�o . Town Hall Annex Telephone(631)765-1802 54375:Main Road P.O.sox 117s G R` rOger.richert(�tOW(l.SouthOld.nY US Southold,NY 11971-0959Q BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates.required information). *Address: 16 tQv_(�•�.�a s 14 C.LkTc-If o5 c,-C'- *Cross Street: — ST *Phone No.: �3.� - "7 1�P C 3 Permit'No.: (, Tax Map District. 1000 Section: Jo Block: Lot: 5, / :*BRIEF DESCRIPTION OF WORK(Please Print Clearly) I ftp(L) (Please Circle All That Apply).: .s-job ready for inspection: NO ough In Final *Do-you need a Temp Certificate: YEg . Temp-Information.(If needed} : *Service Size: 1 Phase : 3Phase' . 100 150 . : 200 300 350 400. Other.. New Service: . Re-connect. Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITR APPLICATION 82-Request for Inspection Form e Town of Southold aw Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM col PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE: A Check Mark(-I)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- I Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? El(This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? ElThis Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! 3 Will this.Ptoject Require any Land Filling,Grading or Excavation where there is a change to the Natural M Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? i' 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of M Five Thousand(5,000)Square Feet of Ground Surface? — ' 5 Is there a Natural Water Course Running through the Site? ❑ Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off Elinto and/or in the direction of a Town right-of--way? 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl ---------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? — Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Requiredl ---------------------------------------------------- STATE OF NEW YORK, +- COUNTY OF.....S....V.:�.�.k .........SS ` B That I,... .....�A.L. Cr1A I 1 PAS. ..........................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) Andthat he/she is the ..............................................6.. ..n.e .:............................................................................................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before_1mee-this; ...................�. v` .......day of..... Q'V�............. ,20..� Notary Public: ... .. -A ....... .."PRAN .. . '4ca H (Signa FORM - 06/07 No.OIRA8140M ,,,alified In SUM* imisMoin Emlres i Id MARTIN F. SENDLEWSKI, A. I.A. ARCHITECT - PLANNER IIIII �r :APR 7 April 4, 2008 7. -- Town of Southold Building Dept. PO Box 117 Southold,NY 11971 Attn: Damon Rallis Re: Sendlewski Residence 270 Pequash Avenue, Cutchogue Dear Mr. Rallis: Attached please find a copy of the survey highlighting the current dimensional criteria of the site. Please note that the building is already in the side yard of the existing residence, therefore no variance should be required. Our review of the Zoning Code indicates that the relief being sought is for permission to allow a building in the side yard.which already exists. The code does not indicate the degree of encroachment of a side yard that is required,therefore in that this condition already exists,no variance should be required. Please review the attached and reconsider whether or not this application requires a variance. It remains our position that no variance is required. Very truly yours, Martin F. Sendl wski AIA MFS/ssc CC: Town Attorney's Office 21-g0ffA SN'1VEW1J�1fF?V'&HEAD, N.Y. 11901 ■(631) 727-5352 ■ FAX (631) 727-5335 SO!/ry� Town Hall Annex l Telephone(631)765-1802 54375 Main Road Fax(631)765-9502,. P.O.Box 1179 Southold,New York 1 1 97 1-0959 y�4UM(Y,Nc`� BUILDING DEPARTMENT TOWN OF SOUTHOLD OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD To: Martin Sendlewski, A.I.A. 215 Roanoke Avenue Riverhead,NY 11901 Your Building Permit application is being returned as incomplete for the following reasons: 1. Energy calculations are required. The existing dwelling has three bedrooms and the proposed addition shows an additional bedroom being added, thus requiring health department approval. Dated: August 14, 2008 Page 1 of 1 To:Town of Southold Building Dept. To Whom-it-may-concern, I am Michael Sendlewski. I am in the process of building an addition on my home at 270 Pequash Ave in Cutchogue. Building permit#36200. Do to scheduling issues it is apparent that I will not meet my September 5th dead line. I respectfully request an extension of my building permit. Thank Yo Michael Sendlewski W1/2012 Tuesday, August 21, 2012 AOL: Mej s 1956 a"-t a a U� Town of Southold. Building Dept. From: L�f� 11 Michael &Carol Ann Sendlewski. MQ i 3 2013 270 Pequash Ave BLDG. DEPT. Cutchogue, N.Y. 11935 TOWN OF sDUTHOLD Re. Building Permit#36200. To whom it may concern, As we have tried to meet our dead line it is unfortunate that we will fall short. I do realize that we have been granted an extension on our permit already. However due to super storm sandy I find I cannot meet the current dead line. Our builder was forced to help his other customers up west. He had to help those who lost much if not all of what they had. There were those without heat who have children that needed more than we did. I agree with his decision. I hope that you too will understand. I am very close to finishing and the builder has me in his schedule to finish the job. As I have taken on a very expensive project every penny counts. I am at this time scraping every penny together I can to finish. I ask for your understanding and hope that you will grant me a little more time. Thank You, Michel Se Mlle Iski. ��0 Please feel free to call rn a . 631-484-2563. so�jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 11971-0959 �l� �O COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD August 26, 2013 Michael & Carolann Sendlewski 270 Pequash Ave Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 38259 - Addition BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:311716 k*Date Reviewed._1YI0"� Applicant: Pnn .Sp ry-V l� Owner: S am-e_ Architect/Engineer: _ tVjo.r n & d J_est) Estimated Cost: SO, y 00 , SCTM# 1000- S, Subdivision: Zone: -`"TD Conformiug? n O Property Address: o City: Pre CQs? Building Permits (Open/Expired): B% S Z/VZ Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- , Info: / BP -Z/C/0 Z- . ,In Single& Separate Search Required? Y or'0Deter thin ation: REQ. Lot Size: ►�0 b 00 ACT. Lot Size: ,��� REQ. Lot Cov, ACT: Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height . ACT. Height Project Description: Q�j q )( �� p�shc./ Waterfront? Y or N? Uyes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRE D � pp Suffolk County Healt or N - If yes, *Bed#: *Date: �✓�7�a Permit#: 060130wn Sep : Y or 1 - If no, certifica ion required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9n/7s9nns Y o- N Date: _/_/_ Permit #: or NJ Letter- Notes: Southold Trustees: Y of Iolj - Date: _/ / Permit#: or NJ Letter - Notes: n ` Southold ZBA Y r N - Date: //7/Odry Permit #:(D1(D`, - Notes:G'i'Q C�Q,Q �pl ' / Y' Southold Planning: Y o16 Date: -/ /_ Permit#: -Notes: Town Landmark C of A: Y obrbTE: / /_ *NYS CODE Compliance (page 2): Y or N A� /( Notes: MUham(_l - - O.,d Ph li LDU _Q_C4"1P�J- -47'dJ "T61 "9 f _ S //t-Q Q Fee tructure: alcul o � 3 Foundation: (o6D SF 1 SF)= SF First Floor: D SF + Initial Fee: $ Z)-, oV Second Fl or: (n 0(7 SF + Additional Fee ( $ Ov Other: SF 2. ( SF)- SF)= SF X $ =$ Total SOU. SF + Initial Fee: $ 17, ! + Additional Fee : $ - -------- l� �� ( TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST ' CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load: 45 Wind Speed: 12OMPH '� Seismic D sigh Category: B Weathering: Severe e' -Frost Depth: 36" Termite: lYI-H Decay: S-M Design Temp: 11 -Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: n64 DESIGN CRITERIA: ENGINEERED& RIPTIV FULL FRAMING DESIGN ELEMENT HEADERS: Y/N . WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN I+LOOR JOISTS: YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATION S: IN .LIVE: DEAD ON SNOW: YIN SEISMIC: YIN WIND: YIN wI DOW AND DOOR SCHEDULE: •MISSLE TEST RK'Q)IRENIENTS EGRESS 5.7 F.: d LIGHT 8% /N TENT 4% IY NAILING/CONST CTION SCHEDUL /N MEANS OF EGRESS-. Y "````������ PLUMBING RISER DIAGRAM. LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN. Y1`N CERTIFICATION: ENERGY CALCS Y TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) DATE:ISSUE s pD XS 3-18-0b ISSUED 290 FOR BUILDING� 0. PERMIT tEFtEO y/T �° s�9T�O 017 O 0\�� A � .o � .�� � F o� NEW y �\ � c). a W M zP S� U) o Z o w w LLJ "x W F W PROPOS 2 z u STORY FR E w a ADDITION +�5 VV. STEPS LL `= b�q �i � / AND REAR BILGO n 'PiIL�'C� �o z DOOR `_ < .9,s' 4' Q FRAMED SHED TO U �o BE RELOGATED / 2 4" GONG. PAD 00. U Y � N .- 1 d \0ILI Y uo RELOGATE EX15TINC 12x12 PREFAB SHED ON 4" P.G. SLAB .. u U W 7 O K a \ PROJECT#: OBOI CAD FILE: 0801/ 5P-IDW9 DRAWING#: Op _ TAX No. TQ1n! C1 .r�i :. �. i lv E.Or:�JSiJti � U •. •w ! �+E>41OP\ i,(' �) [4 i•I.LMISEL I1 w 16,71LT5.F 90,HQ it� a I•IhiPJ•iEu u►+e ^�._.. !. cutLIJE rglxe••� •' �•! •` =% lu ,u JJ7J7 . Z Nuj tit • •i'j 1 ul ' 0+ i -•••• HEDGE MLI.k::INE FIILSf S'+'�(LEtY '•"� �_ NIc GGF 1Fwri ` %,} Al / - I I ._��'•tt A P12.7I?OStU'MII:�Ji't =:1161'lVVl�liiN ••Kr,.x,wr.nwY PrKjPER•TY µ 1I�•' 1 I 1 � •t��V +y..•YYIi rIntlYLJ %\:• J•y ,. .aMYrlrwi,y Y✓Y• •:)'o< .{.�r' ' •-- r.. 9 . L•t%::�I:.i1^1�i.l�� i . j n�t•:y :�J,i AN.:.I�lir.:i•.MAR.i5r1991 •;i;•ry;: ^:y,�[s y°�a'W h: _:J_r':E'fi'' FEB.?.�.11�'•':'` N I.S::FF-M.ThM1 I!ta i.A;in_�:A;C:IG� 'G•I /Cr. V��. �— "+ 4: .. ,,.I—OFU TY ::>.�:—',lNE V--40,fiESIDdNra.^•L_. y ! 1.'✓J-LEt4S!TY AP :.Jtk1'L'' aR:;-tikEEA1PGQT •_.; CREScheck Software Version 4.2.0 NJ( Compliance Certificate Project Title: Cutchogue Addition Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 12% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Cutchogue,NY Mike Sendlewski Martin Sendlewski Cutchogue,NY Martin F.Sendlewski A.I.A. 215 Roanoke Ave. Riverhead,NY 11901 (631)727-5352 MFS@firdhouseplanner.com Complianm Passes Compliance:9.4%Better Than Code Maximum UA:223 Your UA:202 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 617 30.0 0.0 22 Wall 1:Wood Frame,16"o.c. 1356 13.0 0.0 97 Window 1:Vinyl Frame:Double Pane with Low-E 121 0.350 42 Door 1:Glass 39 0.360 14 Door 2:Solid 20 0.360 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 608 A10.0 0.0 20 The proposed building represented in this document is consistent with the building pi s specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 00. New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and sig d this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in mp/liance with this Code. S oLt-A,ski wJ��c�-� j2.2z-cam Name-Title Signature �f Date SD A J S 1 /I/ 0171°3 N EVV Project Title: Cutchogue Addition Report date: 12/22/08 Data filename: P:\2008\0801\Cutchogue Addition.rck Page 1 of 4 CREScheck Software Version 4.2.0 NJ( Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.360 Comments: ❑ Door 2:Solid,U-factor.0.360 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from Insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation Is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts In unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Project Title: Cutchogue Addition Report date: 12/22/08 Data filename: P:\2008\0801\Cutchogue Addition.rck Page 2 of 4 • Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or Is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Fi All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy Is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Cutchogue Addition Report date: 12/22/08 Data filename: P:\2008\0801\Cutchogue Addition.rck Page 3 of 4 °Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature("F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Cutchogue Addition Report date: 12/22/08 Data filename: P:1200810801\Cutchogue Addition.rck Page 4 of 4 q7 I I 61, It, S. %; M. AI, IL JA. DATE: Of-04-05 , �. � YY"I �� f �rauLNG ' CH _D ULF ' _mom 5TANDARD D ETAIL5 I p4F6M �q!5 H16+4,W NO'EDITION GENERALNOTE5 OCCUPANC YO 03-6(b-O&­155UED .i�x�: ,t-� :.,,. ��,��- �,::a��,� ��. �-' :µ ' . i d :q..�-.,:. ..., .:,. �;:t rCODE AN ;OF NAILS -NORK SHALL cdmln:v�,WIH THE-RENvENTIAL USE IS UNLA NOTE NAIL ! ALL SEE AL50, TYPICAL NOTES, DWG5. 2 5. WF FOR,PERM T5 D CONSTRUCTION W:W YORK STATE. _,CONTRACTM SHALL ANY AND'ALL ' -TjONS AS RE60f;MVT0 OBTAIN CERTIFICATE OF INSPE 0C4rWAW_,Y WITH CERTI I11 2xI0 -�PER'RAFTER , ON BEHALFOFHE.OWNER. ' -�Y P41THTHE NEW'YoW"STATE ENER6Y ALL,WORK�S44ALL COMPLY QFTION: ,: .¢ ►� ;;T (TOE R106EOF OCCUPANCY ;0,�', 'vtEjfTdt­NA 3 ;CONSERVATION CODE."'-SEE,NOTE,�5. A 3. ALL HORKSHALL COMPLY WITH THE ELECTRIC 4-&,d NAILS, EACH.LAP 12 RIDGE, TEN51ON 5TRAP5 Elk'(FAC' 15,7 LED� CODE. ELECTRICIAN SHALL OBTAIN FIRE 1AIDERWRITERS CERTIFICATE \10 tcelbt4e", �FARAIJ OR MA. EOR ND)4 :ENO, -OUTLETS AND JAr11ON BOXES REQUIRED FOR ALL APPLIANCES, PUMPS, COLLAR TI FORALL ELECTRIC K:)RK ANDSHALLSUBMIT�TO OWNER. PROVIDE ALL TIE5:TYP. ROOF ED) E�CK EACH END_ EQUIPMENT, ETC.—CONTRACTOR SHALL REVIEW SERVICE REOUIREMENTS, 15IMP5ON L5TA21 TYP. 'I PHONEr, 'A ALL. LtSWINO, OUTLETS, FIXTURES, GABLE JACr-S, ETC. -FLOOR (EA. EMRWRIFTERSC F EAGHAFTER OR M!5TAI& AT �Ai WITH OWNER AS RE6MREV FOR FULL INSTALLATION AND 1.4, ;R -OT-IS NOTPE-SPONSIBLE FOR w/ 1-bd NAILS, EA. END OF'OWNERS REGUIREMENTS'ANE'> CODE COMPLIANCE 'AMI EACH RAFTER (I(q 06) WALL-, IFF, AND SHALL PROVIDE SAME. .'ARCHITECT (FAZE -rRir -ANYCAPACITY. PER'FOOT TC-40-TOPOL-AIIE,; ELe6 AL,DesiGN5 FOP, THIS PROJECT IN , r CUT RRFOR PLYI^V. YI JOINTS =AGH SIDE �A CODE AND ALL LOCAL C4)DES..- CAONTRACTOR.SHALL REVIEW WITH �CEFITIFICATIoh F SHEATHING TO EXTEND. 24",O.C. LA NS5 RETAIN STORM WATER RUt OFF ONNECI IONS 0.6.,4 ALON(S IL 2v THE OWNER THEREIVIREMENTS"FOR PLUMBIN& INSTAL TIO TO TOP OF PLATE (51ZE5 VAR ) NXILEO INCLUDING BUT NOT LIMITED TO FIXTURES,-TRIM, ACCESSOR E06YES 2xa RR 16'oc IES ATE�To TLV D-NAILEV) "�_\ZTYP. JST. BLCXKINr:7: OF THE TOWN CODE.,' (Typ) PURSUANT TO CHAPTER Z ETC. AND REGOREMENTSFOR IWATER SERVICE AND DOMESTIC HOT REQUIRED. WATER. . 15 NOT FOR, ANY PLUMB ER 2)<4 STUD TTp" -2x -7. 0 4b"or, (FIRST-6 STUD SY5TEMS 'IN ANY CAPACITY: CONTRACTOR SHALL PROVIDE SANITARY 9"x BLKC TYP. RIDGE/RR TIES: P -MAILED, 1 2 -,:2-1( PER APPROVED SITE PLAN k4HERE J5TS. ARE PARALLEL WLL. 13D��06E od �SYSTEM IN ACCORDANCE HlTHTHE6W?C A OTED PROVIDE 2x4 COLLAR TIES 0 -16"o A Rocem'. AND SHALL COORDINATE ALL,INSPECTIONS REQUIRED APPROVAL f= TYP. EILK6. 13ETH. ALL 5qM, DO NOT P . I . "OFSAME. AWSURVEYS INVICATIN& FINALTAW LOCATIONS SHALL IN UPPER THIRD OF ATTIG 5PACE, -(OR FRAMING UNTIL NO S RV gjTE: B.p INC RR WITHOUT GJ OR USE 5iMP50N L5TA1b 5TL. STRAPS @ 1 06 u B15 BY Op*4ERS %4ZVEYM CON T0iR SHALL PROVIDE 5MVE -,TOP' ' 7 "'R jOI5T ! . - FEE 'OFFM -noNAs RE-oilpm. BY: TOGETHER OVER RIDGE. 4�1 (TO LE E kDE I WITH iNFoRmA A DTI ' r NOTIFY BUILDING DEP (5tf Tor=44 12 TO TIE RAFTER-5 TOC EArH,END 5.- ALL H.V.A0. WORK SHALL COMPLY WITH ARTICLE 10 O`FTHE N.Y.S. s MENT AT sr,(Tm:­NAt EACH FIREPREVENTIONW BUILDIN9 C4COE AND ENER6Y COM. 2-e>d 765-1802 8AM TO 4 P R THE N L-6�,TOFI­PLATE (TOE-NAILED) CONTRACTOR SHALL REVIEW ALL MECHANICAL SYSTEMS-7 WITH OVER FOLLOWING INSPECTIO EACH BLorK (7yp) _NAI LED) EACH joi5T FOR TYPE OF SYSTEM TO BE PRovipm (i.E.,OIL, eAs OR ELECTRIC 'UNDATION - TWO TmP1'-,T0:"aE, HOT"WATEROR.AIR, ETO� INCL1,01IN& AIR CONDITIONIN65REGUIREMENT5. R POURED CONC 3-�&d LED) USEAL: TO WAM PER J015T (END-44AIL UGH - FRAMING & P UMBI CeR It I - E uwc I T15 NOT FOR HEATIN6 ORAIR CONDITIONINC,PER J015T ARCATEC �13 167' T cr PLATE 3. INSULATION 0 PER FOOT ALL REMIREb'PERMITS PRIOR T CONIPLY W17H ALL Co T,­TO. -15AN ANY CAPACITY. 2- SYSTe =R SHALJ_-6&A1NAkY'AAV "top TYP. EXT. P4ALL­--' DES (YFFINAL - CONSTRUCT MUST, PROCEED WITH ANY OF THE WORK.' NEW YORK STATG & ALLORN6 CONTRACTOR5'TO PR NO -7. 'ALL siTE'NORK�r INCLLVIN& SE.��ROOF �,514EAT SANITARY, UTILITIES, EASEMENTS, TOWN COD COMPLETE FOR C AS REQ ED AND CONDITION ONSTRUCTION SH k MEET (PLYHOJ Foy 4'4 0.0. SETBACKS, ELEVATIONS, DRAINAGE, RETAININS WALLS, ETC. SHALL ZONE: ACCORDANCE WITH A SITE PLAN PREPARED BY THE E ': ,EW= IN OWN R5 DES OF E IREMENTS OF THE V 61, 0.6 L FOR 5 DES ONS SOOT HO�DAtN ZPA iNTERIOR-ZONE:'', SLjRVEy0k. ­THE AIRCA41TECT,15 NOT RESPONSIB E ITE I YORK STATE. NOT RES C NSIBLE Qp AN OF ANY TYPE IN'ANY CAPACITY. TYP. E�XT�_ u SIGN OR CONSTRUC' K N ERR S. OUU I MUL0 T01,�INtLILA, C,15IL1114& 5HEATHINO 6. ALL WMK,SHALJ- BE'PERFORMEV Y LICENSED CONTRACTORS "40M RD 'ELES T-,rp. 01 I- WC-+J 10- FIELD ----I SOUTHOLD TOWN-11RUS-1 ARE EXPERIEW.An;p WITH'THE TYPE OF PORK BEING PERFORMED. ALL COOLOro coNTRACTOR-S SHALL MAINTAIN LIABILITY INSURANCE AND WORKERS 2'x&" R.R. a 16" O.C,. ON WITH ALL WORK BEING WALLBOAPtO N.YS.DECd . -nm *&jRANGE IN COME-(,compeeA -FLOOR 6 PERF6RJ-*V THINO WALL '. 15HEA HE 'ALL M*TM EQUIPMENT; ALSt'5Y!5TEM5, 1I=ixTI1RE5, ETC. SHALL BE TYP. ROOFING 514" CPX PLYND. RIM J015T 4Z FIELD wl TI 13LK 0. PANELS or 5 .EDGE64 EDGE/ 12 INSTALLED IN WITH THE MANWACTI.FERS WRITTEN SPECIFICATIONS AND,INSTALLATION IN5TR1r_,TIONS INCLUDING ALL 51E/ 12" FIELr 2-LAYERS, DX PLYWID. C> Ikit-RfOR ZONE: . 5 , EOC cLEARAw.Es,Fc)k5ERVICE, ETC. I" MIN AIR SPACE ALL CONSTR ria*1"ej Li w or 1 3/4" LVL RIM JST. or 2x or SHALL WARRANT THEIR WORK IN Wl'nWv TO ABOVE IN5UL. , ., " .. - 1 .0 z 16"1"' , ;�1, , ,� I RIM JOIST (TYP) taFnAE w FIELD 10. ALL CONTRA 3 EDGE( 611,F1 :MM 3 EDGE/ OWNER FOR AiNiMum,Fvziov,,.,pr- ONE YEAR. F.J. REF. PLAN) MEET THE REQU > Zi 2 bh FIELD Ill. A1;Z6HITEr'T.SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL CODES OF NE OMCSZTi�', 5d COOLERS , 10" FIELD < NOT BE RESPOW-n,113LE FOR CON5TRLJC110N MEANS METHODS, wo -5, 5EQ&NGE5ORPROCE0LIRE5, OR SAFETY PRocRAm5 (SAME AS PL*-(HD.) TEHNIQUE EX L TIES: CL IN CONNECTION WITH THE WOW OR FOR ACTS OR OMISSIONS Or THE FURR-ON. PR(W. ;,EI3 !5TIFFENEfZ5-I %OGKI% POMBER TIF)�g� N 'A6 CER OL *bk� ABOVE, (SAME AS PLYND) CONTRACTOR, SUBCZWTRArf0R.S OR-ANY PERSON PERFORMINC, ANY W/ 2"x4":I: ONLY AT WALL513IR6. ROOF iWO b-00NTENTs1w1'% E -OR FOR THE FAILURE OF,ANY OF THEM TO CARRY OUT a EA. 1:2-F, (IF-OR I.APLIFT RESIfMANCE), (AT A" BRO. POINTS) U) �QNtEA OF THE WORK, -INTENT Oft THE WORKiN ACCORDANCE WITH'THE THE CONTRACT 'r SHEATHINO R-30 5IMP50N L5TA30 @ -16 0c AS PER MFR. SPE65. (TYPJ CER TIFICA TE OF 0 !A y DOCUMENTS IN THATSAID RESPONSIBILITY 15 THE SOLE RESPONSIBILITY INSOL. wl MIN. b-bd NAILS, W w F-SOLDER,USED ,OF THE CONTRACTOR., 1N*F1ftE EA. END OF STRAP.'"12.'ALL EXTERIOR DOORS, ROOFIN6 SHINGLES, TRIM, SIDING, ETC. SHALL 5�3UPPLYSYSTEM 16" EDGE/ FIELD tko BE REVIEWED W//Ng5u/ANV:APF%tO\)ED BY O"CR_ 6"�ED&Fj 6" FIELD N& WT NOT LIMITED TO lod 13.' ALL INTERIOR FIN154 WA401 it - � �11 , 2nd FL-P, OF TIE HEADER TO JACK STUDS WALLs, I%VAL FILDbRIN6, TILE, ETC. SKAW�BE FMV f4ENTS L W , 19Y ONSIM E5, THE PANEL'EV GE TO `C HEN 6 $iTfZZ MAINS DOUBLED, OR ALTERNATECONN UCH N6 KALL5,6NLY) U. DOORS, TRIM, FIREPLACES CLOSET SHEL%ANS, KITCHEN EGTORS, SHELVIN&,�HARDRARE, ETC. SHALL BE REMEWED WITH AND APPROVED _,AT ,THE-PANEL',EDC-E' I (AT ROOF UPPORTI U) IE3-� WITH AND APPRDVEP NAILED "ON-0ENTER @ CATHEDRAL GLGa v4/ 51MP5ON L5TA21 (TYP) 14. ALL, TEMS 1W-AJWIN& BUT 140T LIMITED TO 'b4;,-6EkAtk IN HIOHTE-ml SHEAR CAPACITIES, IkTtRIOF;�6 5TUO CONNEGTION5.--- ABINETS,' Z t44A1J_ MAINTAIN THE LOAD ,BY OWNER.PATH. TABULATED TEo wmbER. OF NAILE bT0 PEvlk_�EO Tbf-tba NAIL PEP, FOOT. -6N!1��5 OVER CONNECTED ��t: I TTE TYP. EXT. HALL (01%-. STUDS 0 WX_V0(*W,EACH SIDE-CTIO HALL HT. IS ONE: .4 s: � ; _ .. ,i4L%PER 66NN E N 'OVER 5 FT., UP TO 10 FT. MAX. HT. OF 9HEAf44&L 9E&,IENT) N -LOAD5 : ;f D E51 G 4 0.0 MAY BE USED OVER GAGE STRAPS (5IMi:>5ON OR EQUAL) At Ib"' TYP. EXT. HALL lyp-. HOLD-DOWN: LIVE 13/4"l- LI DEAD, TYP. 5ILL/HALL TIES: BY SIMP5M lttll�*A C0*4EGTOR s4l 5/b'dic. SHON LOAV REOMM PER b,12 ONLY AT KALLS ORC7. ROOF (r/LFLIFT) PITCH o 1m mp"N. IWHW-BMT5 or PH05 wl 14-51PSa SCR '(OPT 0 ROOFS, 'INCLUDING 30 10, COROOF: IRST .EDGES OF WALL PT."OF 'SHEATHING ALON& ALL E0C 5 AN SIMPSON 6520, 20 5TL STRAPS AND EXTENDED 5/60 BOLT FROM Fib.KAU- 'DEC -H FOR lbo&',GUT 36a Earel (SEE FND.PLAN, ONO. 2 I DETAIL 2,DW. 3) 'AL i;-W!) -7 'L,"0tHEp1 ARtA�S'&=­SHEATHING.' 40 K5 TO i MIN.6-bd NAILS/EA. ENE) OF STRAP. 4 40 , 10 �'�ROOM5 OTHER.THAN _&7LEEPIN& RM5. PROVIDE FLASHIN&AT NAILER, (WRAP WDER 4 UP IN51DE FACE Of SILL) CAULK ALL 9EAM5,AS REQ TYP. RIM -6T,.40 • LVL or DOUBLE 5/4" COX PLYI-0. 5L (TYP) 30 10 SLEEPING ROOM5 Z .3/4' RIM .1ST.w/TJI BLK67. PANELS (OPT) TYP. 5()B-FLOOR, or TYP. VIE< N&I K] OVTCH F/H-V BOLT AS NEEDED) 5/4" THICK, MIN. 20 ATT165 V41TH 5TORA&E _10L 10 ATTICS WITHOUT G If I I - I I I TYP. RIM J5T. EXTEN51ON BOLT 2xIO GGA 0 F.J. (REF. PLAN) F.J. (REF. PLAN) EA. sT.., 30 50. KAS"ER, 'DE 5T40EL-) DOUOLAS FIR - O.c. OPT. CAOUPLEIR NUT LARCH 5IMP50N 13P(OR EQ) (M 5/6(OR EG) PrP. 13OX/5ILL 13E �5TRUOTURAL ,GRADE EATED' 'LUM13ER. t(-�.TYP. BOX/51LL 6GA TR 1901 _CCA SILL, WRAPPED wl 2-2"xb" OCA SILL 2xb CGA NAILE GLAZING NOTE5 -1 2 -2"xbw 2 JST.BOLTED TO RIM JST. wl TYP. SILL/WALL TIES. HINDON5 WE -HJ -T THIC," KNE55. , PROVIDE - FzAim.r:x�p , 400 SERIES w/ HI&H- Al t46,1 013E`A�P�' TYP. HOLD-DOWN BOLT: TYP. ANCHOR BOLT:-0 BE :ALL GABLE' WALL 5HEATHIN6 .1 PERFORMANCE LOH-E IN5ULATE0 6LA55, -I MPACT-RE515TANT 50'it MN. EMBEOMT., 7 In PL.A5' In CK) 8!b V4":6 ED E3Y 54425M SST13 5/81,OR EQUAL(SEE FNV PLAN AND 'DESIGN PRE5eURE RATED A5REOD BY GODE. VERIFY ALL OPTIONS.NA,_I L FINAL ORAVE TO PITCH (CMIRDINATE PLACEMENT wl HOID-00141 2 /40- OPTI ON. U5E 5TRUCTURA PAf4 F/LOCATIONS, TYP. FNV.NOTES 4 MAIL EL5 FOR '!5TORM PROTECTION: AWAY FROM HOUSE BOLTS. VERIFY BOLT TYPE,EMI�ENT, -ALL low 5E BRACING OETkitEN' PROV. PRE-'GUT, P`RE DRILLED -7/16" PLYHO. W ATTA6HMT. HRONRE. • REBAR ETC.BEFORE CONSTI;VOT 1-0" 'MAX. 5PAGING.' (TYP) T5. NUF,Tj I MA 5 4@ 1(0 FOR SPANS UP TO FEET, I�f L ,/' 1�1D, 2 112" #6 No. 5GREpq 2 1/21, 0& N.D. SCREWS @ 12 UP TOb FEET, "DOLIOL L FOR, SPANS -PkAHIIN6 'UNDER i-005T5 4 PARALLtL`PARTITION5. TYP-- HOLD-DOWN CONN TION b E''! E TYP. FNDJ FTC. FG 'SEGMENTS 2 1/21' #e> W.D. SCREV45 FOR SPANS Ui:> �TO a FEET. . FOR 5HEARAALL T TYP. FNDJ FTC.: t6'13t FASTENED N/ RATED eA L\/.' METAL 5H 4q0b,'D"Cbkkj�6 3UILDER 'TO VERIFY/CONFORM TO ALL REGMT5- REVIEH OPTION5 W OWNER. P.6. HALL SHO TtEGO (110 EbUAQ _F 2 4 A�5 'HANUF. f3YRU5 OIST MaGMILL 'ATTACH PROVIDE BA5EMENT 'OPTI N: 'PRO\/I DE I" . x 4".-. 'IGTU1;zE RAME'TRIM (OPT. ALUM. CLAD) TFG 0 (5EE REBAR NOTE PH6. :42AH1 f3EAM5'- PANELS. PRE-DRI LL ,HOLE5 FOR HARDNARE, FOR OPTIONAL 0-U FW) '4 r%60 12L A5o".PE-1,;�' MANUF. SFIEG F-I cA .FROM HEATHER E5TG. (VERIFY DETAIL!�). PROJECT#: 'Ob6i -OR' 'UPLIFT g*=915TAN r PLASTIC TO PROTECT.'' 'AT ROOF BEARING WALLS, ONLY. 'CAD 'FILE--4 0601\0--O EXP JT [1/2 AB 5L DRAWING#: 2x4 KEYWAY-' ea 4 . -GEOGRA ATC - 101-TABLE 1) N07 GLIM PHIC 'DFSIGN CRITERIA: ' ' - , . I , ALL METAL STRAP TIES TO BE INSTALLED 30- '(P. REBAk: BARS IN Fre. (2)*4 T INTER ICE, 5HIELI? 3"ZOVER Mp) BEFORE 5HEATHINO wl bd NAIL5. IF STRAPS E 15M 16, (:�UBjE6 'To OAMACAE F,ROM I TA. HO. WALL. ARE FLOOD ARE ATTAGHED-�0\/ER 5HEATHIMC-7, U5E 10d NAIL5. (5N DECAYREO AT TERMITE P41EA 5N vtNT ;SNdW t*�yl DEPTH RED HAZAR04- U L f1 0 FIR57' '24 MODERATE:5LI&HT7C_ . 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(GONG. FILLED) ON. " r ,24 24 X 12 DEEP P.O. AFTER'GONSTRUGTI ON I S �:.;r ,.. r• ;; ; :" ' `I PITC44 OGKET TO X I � .,,�`` .• : ' , ;�' C:OMPL�TE �:f=MOVE EXISTING s1: 5''v,r:�1 �r: t„'w -�<' ,�'r�';r;,r':i' ,,4 .`x.:'.•a•�•' ^ ' d• � ��y� - , $'q ;yt »; .�'s.' �4 ^h.." 'nei!• ,''� 1IEVE C71RI�ER BASEMENT' OW AND „ WAND i f 51 EACH DE CREATE OPENING INTO NEW 1 a'• T:, ,w ,H :,s:r�ri, ;. r r, 7 : :: 1 BASEMENT AREA. f-1 s ° 0173- f. e- .8 b ;,t''3 L r �"-' y E q- .w, ;,'• r~ i d."�' •�. .�, ,, I 5. " 1 ,. , �,�•''' .>. `d'� 3 '�°:..=r ��' ',. Aa,. ''.2t'X8 `�f.:U5t�1 ._ {'. . . I I „ _ : O (2) 2 x8 FLV7r1 Y 4P V m HEADER ,., n'.�r,4e ,"' >aw dJ� �. {,,. .,�. . �►,. y TEGO.EXIST.x TO NEW HEADER Lu 5•;n a" sa ,i J, '•.t , d�� Yt f Y -.yj' • �. t V O j: 0 rLo 7 T EXISTING HOUESE TRAP , r.1 i��a b",y •-� II ».� TO BE REM01JED AND I I W _ RELOCATED'TO nNEw Q z ti,'4f ,s tl, y+"F yC �'&.cf•Y: .4,x w,y.. 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' ' CLOSET I3EDRooM V ;.t^ : I,' , ;* '� s' ,'. rc ^ l Q DC v EXISTING Z :,u , N p € BEDROOM q�, . w,. v - TRAY x ]j� i '{? ... � , CEILING 1`- " . , w .. . � 0 � A a ^ !i '`r 2x10 RIDGE ABOVE ____ ____ ____ __. u- 0 " E R N - , , t .i - . ' -, . _ 'I,:. .�,.9 , a, r, t> <y, N . -' $wt'Y', _ > 't"-• P: '.µ' `zi;A,,,.,' ., . , - IBC t -'';'1 '; I - I - _ � p BATH BATH g"a °:.. x' a. ,' LAUNDRY EXISTING h [yY ♦ F .`t F" ",, r x I . x ., , C_LSL.r1� � ' - c r y 11 +: y.`t , , h^ ,' ..4 .}r . . . - PROJECT#: 080{ r`: . - : ; .;I ' • . ., 4 . J , , TW210- 10 TW210310 TW2032 TW2032 Z ` ` r �- �` . �, '' J y ,',• t pry' `{^" ' -�r s r v, r ' t t - - , t o ,,. CAD F I L`E: P APRo:JEG`t 5 q'- 0801�A-2.D e yR ' ' R ALIcSN NEW ,ems ' a'. .t• � . . . < .. , 4'-1" 5'_bn 5'-3 q/ib" �'-10 7/8" ADDITION WITH . ': } M " EXISTING DORMER DRAWING#: . .. rz ', , , S GO n FLOOR PLAN , . 1,i," A f Y {A' r ,, ¢ T Y � n• t 't _ .� ., -_ n ",,%,,I��,1-'�+1,�t" I,..1,.­I.I�1,�,k,.I i,��"�'"�'��:'I�!:"I"o,_l,,�,�",-,-I �1 1�,,,I1.�1I,,t",_4,-",':.I:1,r,.I�t,'I�';�­l"���I,I,�'­",A,,�"ti­'�­,,­�,"I�`I,I1,�,--II`,�,�,",a,�­�II,''-�l,,f0,1:'�r.',..��'I'",I,:'I�.�,,!�".­,�,�,A,,,,.-c�.,*,",��11.I�_?,.,:I�,',,;: .I�­',;"i,...1-,_,O I_r:7.:,!t1I­:��",1I,,:,..�,�,1",,,".,�,,"d:,I��"­-.I��,4.��;.,:i-�I'r�1-�1,;I,.I,I�Ij,�`..�',-,e.,'1_11",-,1��."%i,,."I,���,1I�1�1,!�1�,.�7I.-,-.,t�1-..�,,,.�I.1',.,�I.��,,i-",,",,�i:�,`.,_,*1��,:-L:,,',�,i,:,.,,1�,�', - .{:' t SCALE: i/411 11-0» ..I �nh ; .. a- urt.' fi,. . a',' 7 L' �,- «", °a1'. ' IL- r. r ` ♦ .� ' ., i",d� ,-P - v `;S F il . ., , t { - - 1. d . , I - _ -I. �' ` .. 4 , Cry `,? r .* ),.e „ ,t x, _ . . � -x _, _. , _,` _ .. _____ - - --.,_ .�..... ... . . .. . .._--.,__-<e.._ ..� ...s_ ---..--�-�-_,- . __ .._._<. -- .. '__ .- ' ---__• - - - . .__ . __.___._'- . - __. . -..--.- - _ -' _'__ . _. -. - I . .+, c � - ._.a ... - • - .. . „w - .- „ .., r .. k -a ,. . - ,,, - - - r,, a •..,.:a..,'++ww'*--«, -• s.i,° Ir r*r*+'+.!c •..:• +s^ r°..E•r•,„.,,p.,....,,r•..,y <. ..- ,.-:. ,: e2^' 'c-• r-...w• - -.t- -n"r-.nr>+' «v r'- _a.. r"+-.x"S' tis.,+rr.an'y,,•,. - ^t.•,•- •:.t,w .. : w _ .... f .. .. .. P _,. ,,. „. ., .., - ., ♦ xv-;,••.'-r, "OPC 'C" a• - .r.•, . a •„_._„r. .,. -w >, r. -�', •P.^�% Ff., -,o,c S,"'�'°�! { '•+<` •" r _ - z y' "r-3 +ay,-•r ,°'L""'."_'"'c""'.rc,•""' _.'w•.'y"'"'""" '"41!!:^r^'""`OA4+"'/4o'YF°°e" ..ay.er i' k'r b+ a» 1 a '4Y _ { I 'Y, r"a C,. 'n r R• t } r Lt t ^a., ,'`: t:""Y' �i't ,a' r `> .s, . cv t,' - * 4 " F t - ♦ r. y 1" % .R'A"Y' •Ya w p• } ':�'' . ... .S'. - + f , , ., ,. r 4 yayy , ,18t n ds , r t ^f'' P Y,j d `r%` �'" .. y.A t ';" ,. q .. r .. • - k L••off+ X +-'#'f .w `k' ,�' r- ,M, ..,'sr. !`• ' `°v'r. ';' ,i- t ,i`a",' r t e A - DATE: :' i" t,t� yy },' 3xry,A ,N' ,�Y>,:Z'^ ,5.�.}.'., • '_ a .•, Z ti '_ .r+ '. ° ,. % a^- a Z ` . a •, `v rP +i" Y - r •5 - Yap' r'tl ° - 1 . 1�A,/VI 6 •. A % ` 11- -- �IN� 03-06--08 15SUEID , W;,a;, �• . '��,�, -fr•4,ry. ;.y, �, ._.... o.�: _ _ FOR PERMITS 'A�NC� Yx `_k ,d.:`� ' _ ;,. v .: ..� ..., �:1"/iIF oc• — VIF_` _ GONSTRUCON ASPHALT 'ROOF ---- '�.,, n , *;,r.�s•-.. , -*• t, ; , SHINc5LE5 MATCH - -- - . EX15TING - - - - #y, 2x6 COLLAR TIES T.O. PLATE ® 2nd FLR. - r . IB 3/4 FASGI BOARD , 'R �O IrtSC1t.: TYPI. � ib"oc EL• + -II 8" p` _- - -`- - - - -----__-__ __-- LE R-30 (NSUL.` t M a a . �: • N "•. �: ,,� �4 ��' t= , O VINYL 51[�ING TO - #zP MATCH EX15TI1JG �{ i proxy ..d x r t s a•. 1•' v% —__ - -_.. _.. 4 +s GORIER h1OULPING TW2032 TW2032 - ,�,r TO MATCH EXI5TIN6 TW210310 TH210310 - - -- --- ._ j.,r - FL ELEVATION ---'- , SUB-FLOOR , 1. <x s: J° ••: . T.O. PLATE ® Ist FLR. '�YP.,.EXT. WALL"W/ 2x ib" O.G. W/ i FWG6068 - --- -- p r9 a i " EL: +q-I 3/4 , ON INTERIOR 5/8 W.R. 6YP BD. a {N, VEAL• •RI 1. • ^h r : _ tl r1i1'. k,- t yf 1 TH2O32 TH210310 F SEry Fc O i ";TYp. SUB-FLOOR �" ;> ;",;' ,',�`'' 'h "; ,, � .� 15T FLR. ELEVATION "fir. ,u- :Le. pir;..$ -i;'•' _ - , 7-1 CARAPE �.wv+:, r n_n".r.ry.,, '„: ->sAr,„f+ sv°^';{ - :X •Eli .rM.' r -. ,•,, •• - r / n .• �O a - :1' AL EL:O-O NO �c6 . , , . �,• ,,�..," :+ f a 1' 3 aJ2 x 16 LVL � WOOD STAIRS .� T1r'P,`filt=CDUhtDATI�N AND HANDRAILS �i'i-WT1fY� I I 9 t+ kr.a' ,. ^ '.• - u I TO GODS �~+ act N W s is• q s" V' f c_ �- j� `a+►� +� • m (V LL = Q Ike) z .`., Z Y/ PEC.O��L��rruj LLH7 r- I I ( I I Q a WITH Clow. - • ® - Q �'O a .'r'w:r :r ram: • .y 'a �; } rc I YP:`tI�.OPJCi.` LOOF?, N T.O.GONG. T.O. FOOTII� — — — — — — — -- — - - — — — — — — �O Z" ,` +; w - ;: '�' ',:` . .,d, +a': - , " • „ '' ` 12"x24 GONG. EL= -8-0 _ ... - Q Z — — ~ ! VVIV/��!=ff\\D� W 'Q - Y ri •v, "�+z„a:W(fit ,tiw '. .� ^T A _. !,� ,ti`4, " ' L. - ° - - " .... -,-r .- ,«... ,-. � � _ ,, �_ F1r•';,. -•'1, A, ; •a,aY :t` F a "+. `fo r°^ " "INSE„� �-•1 ,I -N Q . �.ss'' :r to ,tip _ J'It' - ,:} N r t r '• r'r W♦"rLZ= 1/4" i't ``•; ' •,-,.l erg;",.� -. ',°` t'. �" pr,.8 .� i r a. �_ r '. •. �»'F• Mt'f, - ,. `V-:.'� -p}• ¢,. - °i'.;sue., ' -++'-.^.•'-«."-, ___ w, "__.,..:_�"*""".�:x'3:C,.,:,=:- r - Y ASPHALT ROOF " 5HIN6L -5 MATCH >.,a''� f•' :',. ,rv'_r �'� L .p L: s ._ --__'_.—_- __ _ -- ____-- -_ EX STING . T.O. PLATE ® 2nd FLR. } B FASCIA BOARD +18-I 13/4 EL: AL16N NEW , _._ �-_y _� ADDITION'WITH/ EXIST. VINYL SiDtN6 TO "' ri -- -- --- - -_ - ---_- - -- -- - MATCH EXISTING .t• f'°/ .p,. v _ __ . _ ._ .. _ .. _ . _ _ _ . . _ -_ _ ul TW210310 TW210310 TW210310 r CORNER M t. r OUI.DING EXISTING RESID TO MATCH EXISTING 2nd FLR. ELEVATION ` , -113/4 lu y , 16N'1�Eh1 , z T.O. PLATE ® Ist FL :` XIT •120<?F'�R 36" HIDE EXT. DOOR 36"�WI DE EXT:DOOR. - , -_ _ � _. _._ A5 SELECTED BY •SELI;aGTED BY WOOD STAIRS • , IL5 OWNER AND HANDRA GOD 00 - •S it i.Jn�' rY k ` __—v.__ ..._--......----•--__._—_ Y. —_. "__.__�-___---.___._ -._—__--__—.—______,_--._ ______--_ t IST FLR. ELEVATION ,,,' • 0� - k �4§ND-HANDRAILS TO CODE PROJECT#: ' 0501 (Y CAD FILE: PAPRO-EGTS „ T.O. FOOTING' —8'-O'EL= DRAWING#; .j ri F r ,'•4 s•k. r� %`� .w Y ' '., , , - - .. — _ ,..--- — — .. _... _ ..—. ._r —..-+• +r..._ —.r.— .a.. ..ice — — .. — _ �• - U �.�IP'§ . 9 , " 4 F Xnt•T•a rt, ' S 'k ' r. .. , a ,. .. . c 3U I LE;) I N , ELEVATION, : ti;{,+ iq P y§;' .t .'p, • '�j' �'T� x 1 a SCALE: 1/4 i -O t. r r ,.tip d.• % ''� . t t Sa. ��. - e � , •1,5 a '#'� �:_ar Jr r.:a,ft• "g,��' ,..•,•' y ;'r, e i y: r - - `'", -" '•' tr' ''� `* '••'.�+„•. ', fir, s " $, '' } , n 's" - ,. .rt• , s„,..d,r ,psi t ?* ^'' r'aiZ,:l-" ,.%"v - „„ �tA «• 4 .5+ •a, a: r wsr rJ r,`+s, si;' .s ^ v r , _ • v .. . - SURVEY OF PROPERTY SITUATED AT �1 s CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 102-03-5. 1 � � c° � SCALE 1 "=30' `.0 tiq oG 0• Is, APRIL 2, 2007 QS DECEMBER 7, 2007 UPDATE SURVEY Coo` ?9 0 N, P, °�c c 01, `' Goa F AREA = 38,685.83 sq. ft. +, 4 50 �.. :..,. NOTE: ?4� ao DEED REFERENCES ARE TO DEED LIBER 11667 PAGE 82. �' �9�F?sl " METER ELECTRIC ��'�,� .� �yti o �o yoo°�i ,o CERTIFIED TO: MICHAEL SENDLEWSKI /oo ,h� ��� 9�� FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK �0� boo° srogq rFl goo° /_ . TITLE No. 3003-180771 of ?� CONC. u� PAD'' ^,jam °4c n°G Gi�i STOC�E FfNC °tip �o E O 9 : . O'er mr \ UNAUTHORIZED OR F •�� J��� : AID��'��� 0 TO THIS SURVEY IS AATION V OLATIONADOFTION 41 SECTION 7209 OF THE NEW YORK STATE OO EDUCATION LAW. I COPIES � THE LAND FSURVEYOR'S eI Y MAP NOT RING NKED SEAL R e43 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICOAF RUN � ONLY TOA THE SPERSON T FOR WHOM THED HEREON E SURVEY O F IS PREPARED, AND ON HIS BEHALF TO THE °aG TITLE COMPANY, GOVERNMENTAL AGENCY AND °ti 1O LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE - °y TUTION. CERTIFICATIONS ARE NOT LENDINTRRAN FFEERABLE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan T of t Corwin BY THE LI.A.LS. AND APPROVED AND ADOPTED III FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. _ Land Surveyor lr M.a.w.wunr�rrW.ti 4e`'"9 Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS "0f�- � 322 Roanoke Avenue P.O. Box 1931 N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965, DATE: 22'-0" DARK BROWN Oa-Oq-05 ISSUED SILTY LOAM OL FOR SGHD APPROVAL 12-01-0& REVISED PER BROWN SILT ML SGHD COMMENTS 3'-0" '00.1 PALE BROWN FINE TO COARSE SAND SW 22.5 EX15TINC RE5IDENGE5 GONNEGTED TO GITY Iron �s�' EXISTING HATER NO HELLS WITHIN 5-o" ryp`V HATER LINE 150 FT OF PROPERTY GROUND WATER ENCOUNTERED PROPOSED NEH NT5 (2) 8 O DIAx ol SEAL. 6-0" LEAGHINO P OOLS F ll^^ SUFFOLK CG�(ftJTY©EPi{RT,:;Ei JT OF f—r", /',ITH$ � r �`� .SE p4 p� • 1 RER�Z9iT F�®R�'iF=��fZ09/."�L GAF COy�'�TRUCTf � ER1/fCES vEl�v LE FAO.?1L`PfD r?�C��ll"J"D !FOt'2 A ` _ 9r of NEW � �,)y � •Q, ��S}-,� p. ` O \o B-I �+Pr'f'aOI�ED , Y / Y TOTAL i'l p"Ui�SE nay, � EXFl.ZES TF•6R� QROID,e�,.a •,�� ,4a ,4 / - �� E YEA! Fd ®,'!9 QATE N w j` OVAL r+) 'SO (o 1-- Lo MAN z > EXISTING RE51DENGE \ �� Q Q ^ Q � GONNEGTED TO CITY J NEW 1,000 COAL. (off ��J 0L ^ o HATER NIO HELLS WITHIN SEPTIC TANK �� = I 0z 150 FT OF PROPERTY / �` EXIST. SANITARY FUTURE 50% -fj .� _ Qw P S Ab � v � z SYSTEM TO BE EXP. POOLS Tj a12��ns . �la °e s:s�', �_.. '�> r. S w Lo i"1/7 re+ , ABANDONED �i a�i.a'ailia,l+.0 Y".u. i �;`ut'?, �Ter�-• i•�, ,•n.n,q.•..a-.�6^ T4 1 N w COm , ,�,� s � •i J �/ N fca a V ti4 aa1� ^i'� �l�fl, Q' r U w AND REMOVED � � �- �, PER SGHD o REQUIREMENTS — U W V� / PROPOSED 2 / 1.5 ' STORY FRAME '�,P�� / LL ADDITION �, � �G �� p 'ti� /ono• F- 21.0 FRAMED SHED TO '9c, ��o '1'� Q ti� BE RELOCATED S� 4 GONG. PAD WSJ 00.0 m �EXISTINO 12x12 PREFAB SHED ON EXISTI NC FARM NO S' 4" P.G. SLAB BUILDING ►-.A�L LI► 6RAM IF PAVED Ate`AID CAST IRON FRAME ANb COVER TO tu 4' FAI HOUSE PIT CAST IRON FRAME AND COVER TO 6RADE FOR ALL DPROOF AND INSECT POOLS HELLS WITHIN 150 FT OF rn6HT-Flrnre To PREVENT suRFA� � FINRR. GRADE ELEV. HATER ENTRANCE) ';_ PROPERTY \ El- 24.00 Iu L u / 12' MIN. 4'DIA.PIPE MIN. Tlc*m JOINTS MIN. 12' MIN. 2'-0' MIN. 24' MAX. SLOPE Vb•/FT. 2 .* 24' MAX. MIN. MIN. i MIN. — `-i1'�1� OPBtfNS 8' MIN. 1 1�' MIN. - EX I ST I NO RE51 DENGE IM/. EL. , I2� f_� '- "'" _ j INV.EL - -- - - -- --- -- -- , \ GONNEGTED TO G I TY "�`' �5' w o rnN - Q I 18A' LEACHING POOL + TO GREASE TRAP p HATER NO HELLS HITHIN PITCH 4'm PIPE 4 DIN PIPE MIN 8'-0•ac6'-0• ■ ' �— Ti JOINTS MIN. Q I/4'/LF. 12' SLOW Va•/FT. 150 FT OF PROPERTY I MIN. INV.#L.I85 NOT'Et ALL OUTLET `SANTARr DRAINAGE • D� I I AT SAME LEVEL PNIERT ELEVATIONS RI?Jf ONLY '• I G) I PROVIDE A 3' I 6'-O•EFfTCTTVE LEAC""r-7 DEPTH I CLEAN SAID ARMV TANK CAOLLAR OF 20.0 I SAME TANK I I AND L!✓AC.HtNS POOLS.TYP. 4• MIN. i PLSAND�TYPII�- 4• i PROJECT#: 0801 tofl-BOTT.OF POOLS EL. II.3.1' NH^I 1,000 GALLON I 61-01 MIN. V OVTS40E D,AMFTER CAD FILE: P'WROJEGT5 \ 5Ep nc,TANK 0801\5r-I.DW-7 NORTH DRAWING#: o�Z 4 fV 517E FL-AN 50 5AN 1 TART' 1:)E51 C-;7N META L5 N.T.S DATE: Oq—Oq-05 ISSUED FOR SCHD APPROVAL 12-01-08 REVISED PER D I S T A N G E A B SGHD COMMENTS 5-10-II REVISED PER �8 1-0 11 _o 11 SETBACK TO ADJAGENT WELLS 10-24-13 REVISED PER 2 42 '-0 11 61_0 11 SETBACK TO ADJAGENT WELLS II-0-7-13 FINAL 521-011 roo '-0 '1 AS-BUILT S EXISTING 22.5 S WATER LINE rov S° Off' ?90 EXISTING ti o,, SEAL. WELL ° F EXISTING RESIDENGE HITH WELL O, c F O tic r�'J`5' r .a F• � N� � EXISTING WELL B , J1716 4- '� e�2' EXISTING RESIDENGE e '�° \ h� qTF°F "qEN HITH WELL O / ° D \ IV �O � �� c� w o 1 A^ O ti �� �• Q . p OO B-I �� 1 o w ,SO W U Ir z \ Lij _ 1 z = NW 1 W U = cn Q > 1,000 GAL. o SEPTIC TANK o� (2) 8 -Oi i D I A x 21. �� LEACHING s �O 42 A ��_0 4C ' (E3) A PO I.�LS �V F� 21.0c o G 5 ' (B) — �9,00 J fi ui EXISTING RE51 DENGE O WITH WELLlu O EXISTING � to z O SHED HELL (� > , O :� RA INA5E1::� ETA I L < t o EX I SST I NG FARM NO WELLS HITHIN I50 FT OF SCALE: I/8" I'-o"= PROPERTY \ O � lu 1la q) IL v () \ PROJECT#: 0&01 O O tx�� CAD FILE:P:\PR0JEGT5 0801 SP- .D C NORTH 20. SUTOLK COUMW DEPAR i,10-1T OF HEALTH SERVICES DRAWING#: APPROVAL 07 COMTRUCTED WORKS FOR A SINGLC FAM-1,.iY RESIDENCE ps�NOV 2 f? 2fl]3 H.S.Ref.No. ►, The sew?V&Posal and water eml y fl.-r tips at thin location have been inspected and/or eertifed by this[h�� +!,ert or eta r;scerv-iis Mnd found to SITE PLAN- A. be sgsfadory FOR A h'IAXIMUIVI„��_.._. PEDPOOMS• SCALE: I" = 20'-0" Water J.Hiiberl,�'.]..,"C'iu Office of Wsf;t,-jw ter morpwm rt DATE: TABLE 3 . 1 NAILING SCHEDULE 5TANDARD 1 " � 0- '- " OI-04-08 AS TAKEN FROM THE HFGM, G5 HIGH WIND EDITION GENERAL NOTES JOINT DESCRIPTION NOTE NUMBER OF NAILS FOR PERM)NAIL SPACING 1. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF SEE AL50, TYPICAL NOTES, DWG5. 2 5. P ISSUED NEW YORK STATE. CONTRACTOR SHALL COORDINATE ANY AND ALL FOR PERMITS AND ROOF FRAMING INSPECTIONS AS REQUIRED TO OBTAIN GERTIFIGATE OF OGGUPANGY CONSTRUCTION RAFTER TO TOP PLATE (TOE-NAILED) 3 3-8d PER RAFTER ON BEHALF OF THE OWNER. 2x10 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 3-8d PER JOIST 2. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE ENERGY OPTION: RIDGE 07-I I-13 FINAL CONSERVATION CODE. SEE NOTE 5. RE/1510N CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED 3-16d EACH LAP 3. ALL ELECTRIC WORK SHALL COMPLY WITH THE NATIONAL ELEGTRIG 12 (��� RIDGE TEN510N 5TRAP5 4-8d NAILS, CEILING JOIST LAPS OVER PARTIITIONS (PAGE-NAILS CODE. ELECTRICIAN SHALL OBTAIN FIRE UNDERWRITERS CERTIFICATE) 5-16d EACH LAP FOR ALL ELECTRIC WORK AND SHALL SUBMIT TO OWNER. PROVIDE ALL 8 ,¢� OR (EA. END) GOLLAR TIE TO RAFTER (FACE NAILED) 4 _7-I0d EACH END OUTLETS AND JUNCTION BOXES REQUIRED FOR ALL APPLIANCES, PUMPS, ��• ��� TIE5: ��" COLLAR TIE OR BLOCKING TO RAFTER (TOE-NAILIED) 2-8d EACH END EQUIPMENT, ETC. CONTRACTOR SHALL REVIEW SERVIGE-REQUIREMENTS, 5IMP50N L5TA21 7+ TYP. 4-I0d NAILS, RIM BOARD TO RAFTER (END-NAIILED) 2-16d EACH RAFTER ALL LIGHTING, OUTLETS, FIXTURES, PHONE JACKS, T.V. GABLE JACKS, ETC. OR M5TA18 AT SUB-FLOOR (EA. END) WITH OWNER AS REQUIRED FOR THE FULL INSTALLATION AND EAGH RAFTER (16"oG) MALL FRAM I NC SATISFACTION OF OWNERS REQUIREMENTS AND CODE COMPLIANCE AND SHALL PROVIDE SAME. ARCHITECT 15 NOT RESPONSIBLE FOR w/ 7-8d NAIL5, EA. END TOP PLATE TO TOP PLATE (FACE:-NAILED) I 2-16d PER FOOT ELECTRICAL DESIGNS FOR THIS PROJECT IN ANY CAPACITY. TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS - EACH SIDE 4. ALL PLUMBING WORK SHALL COMPLY WITH THE NATIONAL PLUMBING OUT RR FOR PLYWD. STUD TO STUD (FACE NAILED) 2-16d 24" O.G. CODE AND ALL LOCAL CODES. CONTRACTOR SHALL REVIEW WITH SHEATHING TO EXTEND Np' G.J. HEADER TO HEADER (FACE NAILED) 16d 16" O.G. ALONG EDGES THE OWNER THE REQUIREMENTS FOR PLUMBING INSTALLATIONS TO TOP OF PLATE (SIZES VARY) INCLUDING BUT NOT LIMITED TO FIXTURES, TRIM, ACCESSORIES, (TYp) 2x8 RR 16"OG TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD ETC. AND REQUIREMENTS FOR WATER SERVICE AND DOMESTIC HOT 3-16d PER 2x6 STUD WATER. ARCHITECT 15 NOT RESPONSIBLE FOR ANY PLUMBING TYP. JST. BLOCKING: BOT. PLATE TO PLR. JST., BANDJST., ENDJST. or BLKG. (PAGE-NAILED) I, 2 2-16d PER FOOT SYSTEMS IN ANY CAPACITY. CONTRACTOR SHALL PROVIDE SANITARY 2"x BLKG. ® 4&"oc (FIRST 2 BAY5) TYP. RIDGE/RR TIE5: SYSTEM IN ACCORDANCE WITH THE OWNERS APPROVED 51TE PLAN WHERE J5T5. ARE PARALLEL TO WALL. PROVIDE 2x4 GOLLAR TIE5 16'bG AND SHALL COORDINATE ALL IN5PEGTION5 REQUIRED FOR APPROVAL TYP. BLKG. BETW. ALL FLOOR FRAMING OF SAME. AND SURVEYS INDICATING FINAL TANK LOCATIONS SHALL RR WITHOUT GJ IN UPPER THIRD OF ATTIC 5PAGE, TOP PLATE or GIRDER (TOE-NAILED) 4-8d PER JOIST BE BY OWNERS SURVEYOR. CONTRACTOR SHALL PROVIDE SURVEYOR OR U5E 5IMP50N L5TA18 5TL. 5TRAP5 ® 16"OG JOIST TO SILL, WITH INFORMATION AS REQUIRED. 12„ TO TIE RAFTERS TOGETHER OVER RIDGE. BRIDGING TO J015T (TOE-NAILED) 2-8d EACH END 5. ALL H.V.A.G. WORK SHALL COMPLY WITH ARTICLE 10 OF THE N.Y.5. BLOCKING TO J015T (TOE-NAILED) 2-5d EACH END UNIFORM FIRE PREVENTION AND BUILDING CODE AND ENERGY CODE. BLOCKING TO SILL or TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK CONTRACTOR SHALL REVIEW ALL MECHANICAL SYSTEMS WITH OWNER (TYP) LEDGER STRIP TO BEAM (FACE-MAILED) 3-16d EACH JOIST FOR TYPE OF SYSTEM TO BE PROVIDED (I.E. OIL, GAS OR ELECTRIC JOIST ON LEDGER TO BEAM (TOE:-NAILED) 3-8d PER JOIST HOT WATER OR AIR, ETC) INGLUDING AIR CONDITIONING REQUIREMENT5. -JOO � �� BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST ARCHITECT 15 NOT RESPONSIBLE FOR HEATING OR AIR CONDITIONING J� SEAL. BAND JOIST TO 51LL or TOP PLATE (TOE-NAILED) I 2-16d PER FOOT SYSTEMS IN ANY CAPACITY. TYP. EXT. WALL 6. OWNER SHALL OBTAIN ANY AND ALL REQUIRED PERMITS PRIOR TO ALLOWING CONTRACTORS TO PROCEED WITH ANY OF THE WORK. \ Ea o ARch�r ROOF SHEATHING 7. ALL SITE WORK INGLUDING SANITARY SYSTEM, UTILITIES, EASEMENTS, SE Fc+� STRUCTURAL PANELS (PLYWD) 4' EDGE ZONE: 5 8d 4" O.G. SETBACKS, ELEVATIONS, DRAINAGE, RETAINING WALL5, ETC. SHALL (INTERIOR ZONE: 5 8d 6" O.G. BE IN ACCORDANCE WITH A SITE PLAN PREPARED BY THE OW p NERS SURVEYOR. THE ARCHITECT 15 NOT RESPONSIBLE FOR 5ITE DESIGNS OF ANY TYPE IN ANY CAPACITY. TYP. EXT. WALL * '� GE I L I NO SHEATH I NO 8. ALL WORK SHALL BE PERFORMED BY LICENSED GONTRAGTOR5 WHOM ARE EXPERIENCED WITH THE TYPE OF WORK BEING PERFORMED. ALL 017163 GYPSUM WALLBOARD 5d GOOLER5 T EDGE/ 10" FIELD GONTRAGTOR5 SHALL MAINTAIN LIABILITY IN5URANGE AND WORKERS 2"x8" R.R. @ 16" O.G. TYP. TqT 0`�� COMPENSATION INSURANCE IN CONNECTION WITH ALL WORK BEING 5UB-FLOOR OP NEW y NALL 5HEATH I NG PERFORMED ON THE PROJECT. Q. ALL MATERIALS, SYSTEMS, EQUIPMENT, FIXTURES, ETC. SHALL BE TYP. ROOFING 3/4" COX PLYWD. RIM JOIST STRUCTURAL PANELS (PLYWD.) WEDGE ZONE: 5 8d 6" EDGE/ 12" FIELD INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURERS WRITTEN w/ TJI BLKG. PANELS or SPEGIFIGATION5 AND INSTALLATION IN5TRUGTION5 INCLUDING ALL (INTERIOR ZONE: 5 8d 6 EDGE/ 12" FIELD �� 2-LAYER5, 3/4" COX PLYWD. GLEARANGE5 FOR SERVIGE, ETC. I MIN AIR SPACE FIBERBOARD PANELS : 1/16" 6d 3" EDGE/ 6" FIELD 10. ALL GONTRAGTOR5 SHALL WARRANT THEIR WORK IN WRITING TO THE ABOVE IN5UL. RI I JOIST LVL RIM JST. or 2x O 25/32" ad 3" EDGE/ 6" FIELD OWNER FOR A MINIMUM PERIOD OF ONE YEAR. RIM JOIST (TYP) _ ry N 0) GYPSUM WALLBOARD 5d COOLERS �" EDGE/ 10" FIELD 11. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL o F.J. (REF. PLAN) Q w � w NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, z > HARDBOARD (5AME A5 PLYWD. REOMT5. ABOVE) 8d (SAME AS PLYWD.) TEGHNIQUE5, 5EQUENGE5 OR PROCEDURES, OR FOR SAFETY PROGRAMS .,z I Q IN CONNECTION WITH THE WORK OR FOR ACTS OR OMISSIONS OF THE FURR-ON. TYP. WALL TIE5: Lij Y PARTICLEBOARD PANEL(SAME A5 PILYWD. REGMT5. ABOVE) 8d (SAME AS PLYWD.) CONTRACTOR, SUBGONTRAGTOR5 OR ANY PERSON PERFORMING ANY W/ 2"x4"f ONLY AT WALL5 BRO. ROOF PROV. WEB 5TIFFENER5 4 BLOCKING J N Y O OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO GARRY OUT ® EA. R.R (FOR UPLIFT RE515TANGE) (AT ALL BRG. POINTS) O >' FLOOR SHEATHING THE WORK IN ACCORDANGE WITH THE INTENT OF THE CONTRACT ^ Z R-30 5IMP50N L5TA30 @ 16 OG AS PER MFR. SPECS. (TYP) � _ DOCUMENTS IN THAT SAID RESPONSIBILITY 15 THE SOLE RESPONSIBILITY INSUL. LLJ ( t7 O W STRUCTURAL PANELS (PLYWOOD): OF THE CONTRACTOR. w/ MIN. 6-&d NAILS, P OR LE55 ad 6" EDGE/ 12" FIELD 12. ALL EXTERIOR DOORS, ROOFING SHINGLES, TRIM, SIDING, ETC. SHALL EA. END OF STRAP. J rY Z BE REVIEWED AND APPROVED BY OWNER. PP w1IN15U1 � R JACK 5TU 5 2nd � Z C GREATER THAN I" IOd 6" EDGE/ 6" FIELD 13. ALL INTERIOR FINISHES INCLUDING BUT NOT LIMITED TO WALLS � � U � 0 FLOORING, TILE ETC. SHALL BE REVIEWED WITH AND APPROVED TIE HEADS TO D Lf W N Q „ w/ BIMP50N L5TA21 (TYP) � LLJ � w I. NAILING REQUIREMENTS AREA BASED ON WALL SHEATHING NAILED 6 ON-CENTER AT THE PANEL EDGE. 1 14. ALL MISCELLANEOUS INTERIOR ITEMS INCLUDING BUT NOT LIMITED TO @ CATHEDRAL GLG5. UPPER TO LOWER WALL _ WALL SHEATHING IS NAILED 3 OIN-GENTER AT THE PANEL EDGE TO OBTAIN HIGHTER'5HEAR CAPACITIES, pooMS, TRIM, FIREPLACES, CLOSET SHELVING, KITCHEN CABINETS, STUD GONNEGTION5. v W NAILING REQUIREMENTS FOR 5TRIUGTURAL MAMBER5 SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH SHELVING, HARDWARE, ETC. SHALL BE REVIEWED WITH AND APPROVED (AT ROOF SUPPORTING WALLS,ONLY) . Q:� > AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. BY OWNER. Q tY 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAIL _Z SHALL BE PERMITTED TO BE RE7UGEO TO I-16d NAIL PER FOOT. 3. ADD ONE NAIL PER CONNECTION, IF WALL HT. 15 OVER & FT., UP TO 10 FT. MAX. HT. TYP. EXT. WALL < DESIGN LOAD5 : (DBL. STUDS ® HOLDDOWNS, EAGH SIDE Q OF SHEARWALL SEGMENT) 4. IN LIEU OF COLLAR TIES; 14" 20 GAGE STRAPS (5IMP50N OR EQUAL) AT 16" O.G., MAY BE USED OVER TYP. EXT. WALL � TYP. HOLD-DOWN: RIDGE H/ -8d NAILS, EACH END.. LIVE DEAD TYP. 51LLMALL TIE5: 1 3/4" BY 5IMP50N, H02A GONNEGTOR w/(2) 5/8"d1a. 30 10 ROOF: SNOW LOAD REDUCED PER 6.12 5. EDGE ZONE THE FIRST 4 FT. OF SHEATHING ALONG ALL EDGES OF WALLS AND ROOFS, INCLUDING PITCH To 25 P5F MIN. ONLY AT WALLS BRO. ROOF (F/UPLIFT) BOLTS or w/ I4-5D53 SCREWS (OPT) 5IMP50N 0520, 20 gage 5TL. STRAPS AND ND EXTENDED 5/5/8" BOLT FROM FND. WALL RIDGES. INTERIOR ZONE ALL OTHER AREAS OF SHEATHING. 40 10 OEGKB ® I6"oc,GUT TO t 36" LENGTH FOR (5EE FND. PLAN,DWG. 2 4 DETAIL 2, DWG. 3) tu 40 10 ROOMS OTHER THAN SLEEPING RMS. PROVIDE FLASHING AT NAILER, MIN. 6-8d NAIL5/EA. END OF STRAP.CAULK ALL 5EAM5, A5 REG' (WRAP UNDER d UP IN5112E FAGE OF 51LU 0 ,/ TYP. RIM J5T.: 30 10 SLEEPING ROOMS (TYP) ° LVL or DOUBLE 3/4" COX PLYWD. 20 IO ATTICS WITH STORAGE 5/4" THICK, MIN. TYP. SUB-FLOOR or 3/4" RIM JST. w/ TJI BLKG. PANELS (OPT) (NOTCH F/H-D BOLT A5 NEEDED) lu �P . fRAMING NOTES 10 10 ATTI G5 WITHOUT STORAGE TYP. RIM JST. 5/�8_RIEXTEN510N BOLT • - Lx1GA TECO o 3KA5H� F.J. (REF. PLAN) F.J. (REF. PLAN) 71 I. ALL FRAMING LUMBER TO IBE GRADE STAMPED DOUGLA5 FIR LARCH .G. EA. JST. 5IMP50N BP (OR EQ) OPT. COUPLER NUT 5TRUGTURAL GRADE #2 OR BETTER. H 51MPWN CNN 5/8(OR EQ) tu TYP. BOX/SILL TYP. BOX/SILL 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. GLAZING NOTE5 : 2x8 GGA NAILER �- ��BOLTED TO RIM JST. 2-2"x6" GGA SILL, WRAPPED w/ 2-2"xb" GGA SILL ° • w/ TYP. SILL/WALL TIE5. 3. ALL SHEATHING TO BE A.P.A. RATED, EXP05URE I, 1/2" MIN. THIGKNE55. PROVIDE WINDOWS / GLAS5 DOORS BY ANDERSEN, 400 SERIES w/ HIGH- a SOLID BLOGKING UNDER ALL SEAMS. ALL CABLE END WALL SHEATHING TO BE PERFORMANGE LOW-E INSULATED GLASS, IMPAGT-RESISTANT TYP. HOLD-DOWN BOLT: TYP. ANCHOR BOLT: 4 ° " NAILED AT 4 O.G. ALONG EDGES � 6 O.G. IN FIELD. 5/8 I (MIN. E55TB 5/.: , In P.CJIS In E F " �� AND DESIGN PRESSURE RATED AS REQ'D. BY GORE. VERIFY ALL OPTIONS. 5/8"� � 36"o.G. BY 5IMP50N 55T8 5/8",OR EQUAL. (SEE FND. PLAN OPTION: USE STRUCTURAL PANELS FOR STORM PROTECTION: FINAL GRADE TO PITCH (COORDINATE PLACEMENT w/HOLD-DOWN 2 3/4" 4• ; F/LOCATION5, TYP. FND. NOTES 4 DETAIL 2/3) 4. USE 50L I D BLOCK I NC OR X-BRAG I NC BETWEEN ALL JO 15T5 � 8'-O" MAX. SPAG I NG. � AWAY FROM HOUSE (TYP) ° ° BOLTS. VERIFY BOLT TYPE,EMBEDMENT, • OR VERIFY TJI MANUF. REcQUIREMENTS. PROP. PRE-GUT, PRE-DRILLED 1/16" PLYWD. w/ ATTAGHMT. HRDWRE.: c . REBAR,ETC. BEFORE GONSTRUGTION) tu 2 1/2" #8 NO. 5GREWS @ 16"o.G. FOR SPANS UP TO 4 FEET, 0 ,� 5. PROVIDE DOUBLE FRAMING UNDER ALL P05TS � PARALLEL PARTITIONS. 2 1/2" #8 W.D. SGREW5 @ 12"o.G. FOR SPANS UP TO 6 FEET, TYP. FND./ FTG. 2 1/2 #8 W.D. 5GREW5 @ o.G. FOR SPANS UP TO 8 FEET. a TYP. HOLD-DOWN GONNEGTION 6. ALL FLUSH WOOD GONNEGTION5 TO BE FASTENED W/ RATED CALV. METAL OWNER. TYP. FND./ FTC.: a. FOR 5HEARWALL 5EOMENT5 !3 BUILDER TO VERIFY/GONFORM TO ALL REQMT5. REVIEW OPTIONS w/ GONNEGTOR5 BY TEGO (OR EQUAL). OPTION: PROVIDE I " x 4" P I GTURE-FRAME TRIM (OPT. ALUM. GLAD) TO ��f � ,� N�, P.G. WALL SHOWN ° -7. TJI J015T5 � MIGRO-LAM BE:AM5 A5 MANUF. BY TRU5 JOI5T MorMILLAN/GORP. ATTAGH STRUCTURAL PANELS. PRE-DRILL HOLES FOR HARDWARE PROVIDE � (SEE REBAR NOTE, DWG. 2 a BASEMENT (OR EQUAL), INSTALL A5 PER MANUF. BPEGIFIGATIONS. PLASTIC INSERTS TO PROTECT FROM WEATHER, ETC. (VERIFY DETAILS)(. �O� U�'�.I�T 1��515T��iG FOR OPTIONAL GMU FND.) •8 ;.°.� PROJECT#: 0801 AT ROOF BEARING WALLS, ONLY. CAD FILE: P:\PROJEGT5 r 0501\O-O.DW ` ° . 1/2" EXP. JT. 4" P.G. SLAB01 2x4 KEYWAY` a . DRAWING#: TABLE R301.2(1) NOTE ; Id d CLIMATIC GEOGRAPHIC DE51GN CRITERIA: ALL METAL STRAP TIES TO BE INSTALLED BEFORE: SHEATHING w/ 8d NAIL5. I F STRAPS 3 TYP. REBAR: ROUND WIND SE I BM I G SUBJECT TO DAMAGE FROM W 1 NTER I GE 5H I ELD 3" COVER (TYP) °° (2)#4 BARS IN FTC. C FLOOD ARE ATTACHED OVER SHEATHI MG, USE I Od NAILS. in a T.O. FND. WALL SNOW SPEED DESIGN FR05T LINE: DESIGN UNDERLAYMENT LOAD (mph) GATEOORY WEATHERI N DEPTH TERMITE DEGAY TEMP. REGU I RED HAZARD 45 120 B SEVERE 36" MODERATE SLIGHT T 11 FIRST 24" N/A TO HEAVY1 MODERAT 10'-011 24'-011 DATE: 01-04-0& 03-06-08 1 S5UED FOR PERMITS AND GON5TRUGTI ON u- - - - - - - - - - - - - - - - - �) 07-II-13FINAL � _ - - - - - - - - - - - — REVISION - - - - - - - - - - - - - - - - - - - -I II — — — — — — — — — — — „ EX15T. 2"x8" EX15T. 2"x&" EXIST. DRILL 4 GROUT 5/8 I I F J I F.J. I 2"x8" I II �- DOWEL INTO EXISTING o I FOUNDATION WALL F.J. REMOVE EXISTING I oo m +^ Q I I I BASEMENT WINDOW 8 I I I I l X O BLOCK OPENING I I I II n"P. EXT. WALL I II 12 EXISTING I I II -- PROVIDE FLA 4l%ATNAILER, II Aux ALL 56AM5,As j BASEMENT I - ° 1 ( Tw.DEGKI?,*, 5/4'THICK,MIN. 1 O I ( 7'-211 13-10 2'-4" 1 1 _ f I LIJ-111_ '' II J.E' E � 20 16"O.c. RIM JO ST � SEAL. fAli 3 I/2"x 16" LVL GIRDER I " N f L-r 2x8 OCA NAILER (2) 2x10 12 I REfl ARC; 11 BOLTED TO RIM.1ST. 50NOTUBE �E _ �//T f I 3 1/2" VIA. 5TNO. W/ PIPE I I I I '°..Ii..• TIGO BEARING PLA + �� �F SE/VD 4„ WIDE x 4„ DEEP COL. (GONG. FILLED) ON 1 I AFTER CONSTRUCTION 15 f I 24 x 24 x 12 • PITGH POGKET TO DEEP P.G. GOMPLETE REMOVE EX15TING I -.I 3 + I REGIEVE GIRDER FTC. BASEMENT WINDOW AND + d a:• f I EAGH 51DE ( CREATE INTO NEW ENT AREA. I z I I ( � ° ..!• i6 3 " " ' X' e r u n HEADER U5� 1 • I O O I (2) 2x8 FLUSH I W ' a: 12 DIA 36 MIN P NE`N HEADER ♦ :. . : BELOW GRADE + + ". O O m ( TEGO EXIST. JSTS. ' I I II , ; + r — — I cv I I TO NEW HEADER I I I •, .a. O p EXISTING HOUSE TRAP I i •` O r�TO BE REMOVED AND I I I II ° .: z O f RELOGATED TO NEW Q + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��' LOGATION REF. R15ER I I DECK DETAIL Q + +• .,C: ;+ a ,... + •.4. +. + °a �. : .+ .a a DIAGRAM I ..�-' Y . - w ►,� w � - - - - - - - - - - -I- - -� - - - - - - - - - - - - - - - - - - - - - - - - - - � N.T.S. z �n o0 I (� z I _j ow 2"xl0" NAILER LjJ I I z I CD NW LLJ x C/� W W nl i UNEXGAVATED . I-- I I (2) 2"xl0" LOW GIR i U I - DI z_ Q -- -----------------G-----------------e----------------o---- 1 L------------------------ ------------------------ I I I I I I I I L---------j 21_01 61_61 61_811 21_011 GANT. CANT. ul 24'-0" 10 (D=a4==�17N�71::1-00F1FLAN lu W.P.7\/ENT P)UY ROOF TH TYPICAL NOTES : _,____ � __ I -� I I I I I I -r pill ___—4"I 4111 d T 11 1 4"1 'T 11 2111 �T 1 1 rail) EXT. HALL: I I I ( LAV I 'iG ILAV. HASH 2"x4" 5TUD5 @ I6"o.c. w/ R-13 INSUL., 1/2" GDX PLYWD. 5HEATHIN6 EXTEND TO ROOF TIES: I I I I I GOVER FULL TOP, 50LE 4 51LL PLATE5. GOVER w/ W.P. MEMBRANE A5 51MP50N L5TA21 or M5TAI8 GONNEGTOR5 ® 16"o.c. FROM RAFTER AGRO55 I I 1 i I , 4„ i Y1G ; 4" I Ill' WG I TUB I , SHR. 2nd FLR. `n REQ D. t FIN. SIDING (A5 5ELEGTED). TOP PL. TO STUD BELOW. USE 7-8d NAILS, EAGH END OF STRAP. 3„ _ 21 V) 4" G.O. K r - HALL TI E5: 1211 411 411 4" 411 ROOFING: REQUIRED ONLY ON ROOF SUPPORT WALL5 : TIE 5TUD5 BETWEEN Ist I KITCHEN ASPHALT SHINGLES (AS SELECTED) OVER 15 LB. FELT UNDERLAYMENT w/ FLOOR $ 2nd FLOOR w/ SIMPSON L5TA30 CONNECTORS ® I6::o.c. USE MIN. I LAV. LAV. LAV. GORRO51ON RE515TANT FASTENERS @ MAX. 36"oc, 4 1/2" GDX PLYWD. 6-&d NAILS, EAGH END OF STRAP. I Dw 5HEATHIN6. U5E 6 NAIL5 PER SHINGLE 4 PROVIDE IGE SHIELD SHR. WG I I/2' I I/2' I Ist FLR. UNDERLAYMENT FROM ALL ROOF EA'VE5/ED6E5 TO A POINT 24" MIN. IN51DE 211 311 G O %CANG THE EXT. WALL LINE OF B1.D6. BELOW. ALL FLA5HING TO BE GORRO51ON F.A.I. ----- 211 ARY PIPE RE515TANT METAL. SILL/WALL TIES: �� G.o. REQ'D. ONLY AT WALLS SUPPORTING�ROOF STRUCTURE : USE 51MP50N� 4 G.o. (TYP)G520, 20 GAGE STEEL 5TRAP5 ® I6 o.c., GUT TO -36 LENGTH A5 REQ D. TO EX►5TING NEW HT rf co NG H.T.TO PROJECT#: 0501 FASGfA/ SOFFIT: FOR 6-5d NAIL5, EA. END. WRAP FROM IN51DE FAGE OF 51LL, UNDER SILL 5EPTIG 5Y5TEM NEW FND. WALL M�LL _j I"x8" WOOD FA5GIA ( ALUMINUM OR `VINYL GLAD, OPTIONAL) W/ ALUM. UP OUTSIDE FAGS OF WALL, IN LINE w/ STUDS. (SEE DETAIL 5, DWG. NO. I) BASEMENT GUTTERS/ LEADERS AND VENTED VIINYL SOFFIT or GONTINUOU5, SCREENED ADDITION EXISTING CAD FILE: PAPROJEGT5 VENT, A5 5ELEGTED. oBOI\A-I.DW6 EMERGENGY E5GAPE NI NDON: REDRAWING : HEADER: MINIMUM 5.150. FT. GLEAR OPENING PORTION OF WINDOW w/ MIN. GLR. PLUME31NG R15ER DIAGRAM # 2-2 x8 MIN. HEADER (U.N.O.), 5PAN5 OF 6 O AND OVER, 5UPPORT w/ DBL. OPNG. DIMEN510% OF 24 IN HT. $ 20 IN WIDTH. AND MAX. 51LL HT. OF 5TUD5, a'-O" AND OVER; SUPPORT w1/ TRIPLE 5TUD5. PROVIDE MTL. TIE5 44". N.T.S. (51MP50N L5TA21, OR EQUAL) TO JACK 5TU05 AT EXTERIOR WALL5 SUPPORTING ROOF STRUCTURE. SMOKE DETECTOR: � INGLUDING GARBON MONOXIDE DETEGTION: PROVIDE BOTH A5 PER SUB-FLOOR: GODS, TO BE HARD-WIRED AND INTERGONNEGTED. (NOTE: ALL DEVIGE5, 3/4" A.P.A. RATED PLYWOOD, ALL EDGE5 OVER 50LID BLOGKING. GLUE 4 NAIL NOT 5HOWN: VERIFY ALL LOGATION5, ON ALL LEVEL5). PLYWOOD TO FRAMING. INSTALL A5 PER NAILING 5GHEDULE, DWG. NO. I. DATE: 241-0" 01-04-00 q'-2 I/I6" 10-3 q/I6 4-6 3 03-06-08 ISSUED FOR PERMITS AND GON5TRUGTION ADD (3) 2x8 04-30-08 ZBA F.J. UNDER BEARING SUBM I551 ON HALL 0-1-11-13 FINAL (3) 2x8 (3) 2x8 RE\/I510N5 10'-10" 2'-O" 10'-2" 4" 4 411 N I ) � IIi tl - 5'-0 OPEN d D V.I . H/ (2) I I EXISTING N - 2x10 HDR cv :Em (V N d o ----m ----- SEAL: -------------------- REF. N �t (2) 2x8 i LON (3) 2x10 GIRDER N i KITCHEN �� SE ro OL05ET EXISTING - O � 3'-0 OPEN CLOSET i m i V.I.F. H/ (2) 2x10 HDR D- 3 1/2" 5TL O i COLUMN s� 017163 m LE V qTF OF N EW yQP � O i F�- N BATH 01 0 � � Q wo i zZ °' Q� z � Q Q(3) 2x8Ld ------- ------------ CN C _ Y O ) x8 3 I/2„ S zTH2O32 (3 2 t COLUMN W ''� 0O w MP G)WN DECK I— Z ZW LLI f— N w U) = 2 1 7'-6" 3'-6" o ' 12'-8" 24'-O° ALIGN NEW U W DOOR w,, EXISTING ADDITION WITH SX15TIN 4'-I" 5'-6" q'-I" 5'_4�� EXISTING DORMER Q z GL5 F- T GLST TH210310 TH210310 TH210310 � Q 4 "T 13'-0" 4" 10'-4" 4" ------------ ----------- (2) G.J. (2) G.J. " STUDY/OFFIGE MASTER BED m 6°o.0 TYP (3) STEP5 TO GRADE d) w �j WALK IN EXISTING MAX RISER 7� N d) O GLOSET BEDROOM 2 _ x = ®® AI V N 2"x8" G.J. ® I6" O.G. TYP 7 � 5 N t0 (2) 2X& m � " lu t 0 2XIO RIDGE ABOVE 2668 --L — 05 �IQ N FH- = O N � r a- v c N N O � O ul x - ° -0- H65HER L!I EXISTING ) DRYER O BEDROOM 3 -------------------------------- ----- -------------- (2) LAUNDRY ,n O ROOM v p TH210310 TH210310 2'-4" T--1 I5/16 TH2O32 GLST PROJECT#: 0501 4" 4" CAD FILE: PAPROJEGT5 ALIGN NEW 0801\A-22 0HG 4'-1" 5'-6" 5'-3 q/I6" 7'-10 7/8" ADDITION WITH EXISTING DORMER 1'-2 q/16" DRAWING#: 2 SECOND L-CCR FL AN- SCALE: 1/4" = 1'-0" DATE: z 01-04-08 TYP. ROOFING 03-06-08 ISSUED -- -- FOR PERMITS AND VIF „ ® �6" x8"® ,6„ VIF _ GONSTRUGTION VIF 2,xa 0•c• VIF— ASPHALT ROOF SHINGLES MATCH 04-30-0& ZBA EXISTING SUBMISSION T.O. PLATE ® 2nd FLR. - - R-3c0 IN5UL. (TYP) ® 16oc 2x6 COLLAR TIES EL: +W-11 5/4" W FA5GIA B30ARD 0-7-I 1-13 FINAL R-30 INSUL. e REVISION A TER f 3d.P 0 VINYL 51DINO TO d) MATCH EXISTING CORNER MOULDING LLLTW2032 TW2032I A TO MATGH E;XI5TIN6 TW210310 TW210310 ;2"xl0" ® I6" O.G. NP TYP. SUB-FLOOR - 2nd FLR. ELEVATION - - EL: +a'-II 3/4" - - r- TYP. EXT. WALL W/ 5/8" T.O. PLATE ® Ist FLR. GYP. BD. ON INTERIOR 2x4 ® I6" O.G. W/ EL: +q'-I 3/4" - - 5/8" W.R. GYP BD. JUL_ J u SEAL: MUD RM. BATH TW2032 ER �_E R TYP. SUB-FLOOR OIL 1ST FLR. ELEVATION 211XIO" ® 16" O.G. TYP. EL: +2'-1 1/4" -- - - -- -- �R-30 INSUL. (TYP) _ GRADE "� _- sTgrH A1716�0�� 3 I/2" x 16" LVL ° EL: O'-O" = OF NE`N TYP. FOUNDATION - � I WOOD WALL FOOTING GIRDER Q.° 5EGTION A r SHEET A 1 �� e STAIRS TO GRADE AND I ( Q W BASEMENT CODE 0) r ( I I I I � � LLJ > - PIPE COLUMN FILLED d) ® Q W Ln Q WITH GONG. o to z ' TYP. GONG. FLOOR ° N ( T.DLA..ppW%. T.O. FOOTING41 z j N 0 O - - - - - -_ _ _ _ _ O >-- - — — — — — — — — — — — — — — — — — — — — — — — — — z 12"x24" GONG. EL: -8'-O" �. — — — — — — — — � — — u � FOOTING � Q W wz U-) � zC NW Lli LtJ F- _ U) = W z • U > Q z ASPHALT ROOF VIF \ SHINGLES MATGH Q - EXISTING -- T.O. PLATE ® 2nd FLR. V FA5GIA BOARD +18'-II 3/4" EL: J _ ALIGN NEW ADDITION WITH EXIST. DORMER ! � IH VINYL SIDING TO 4 MATGH EXISTING TH210310 TH210310 TH210310 GORNER MOULDING ,n EXISTING RESIDENCE TO MATGH EXISTING 2nd FLR. ELEVATION v j _ ___ +q'-II 3/4" EL: 36" WIDE EXT. DOOR T.O. PLATE ® Ist FLR. (� ALIGN NEW A5 SELECTED BY p #� ADDITION WITH OWNER EXIST. DORMER WOOD STAIRS AND HANDRAILS -I -_I TO CODE ILL----LLIJ TH210310 TH210310 TH210310 ul 15T FLR. ELEVATION -- ke +2'-1 1/4" EL: "� GRADE WOOD STAIRS 0'-0" EL: AND HANDRAILS TO CODE I I I RAMP ( I I ( I ( ( o PROJECT#: 0801 II I I I Iri d) r ® CAD FILE:P:\PROJEGTS � 0801\A-3.0W5 N T.O. FOOTING — — — — — — — — — — — — — — — — — — — — — — — — — — _ -1 -0"EL: D R A WI N G BU I L.Z� I NO EL.F.VA710N 5)) IL I Ne EL.EVA710N 2 SCALE: 1,/4" = 1'-0"