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HomeMy WebLinkAbout39923-Z NN.i , 0 Cpm Town of Southold 5/19/2016 4 i P.O.Box 1179 cf,z ci" 53095 Main Rd { 4491 ��°4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 33824 Date: 5/19/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1015 Bungalow Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/24/2015 pursuant to which Building Permit No. 39923 dated 7/7/2015 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: SCREENED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING, PER ZBA DECISION#6855, DATED 05-21-2015, AS APPLIED FOR The certificate is issued to Scherer, James&Scherer,Carol of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED < Lre 4' TOWN OF SOUTHOLD Baa �� BUILDING DEPARTMENT TOWN CLERK'S OFFICE Q�� o�� SOUTHOLD, NY ,p1 * *. 1s 4,- X.u-AL 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#: 39923 Date: 7/7/2015 Permission is hereby granted to: Scherer, James & Scherer, Carol 21 Oak St St James, NY 11780 To: Construct a screened porch addition as per ZBA and Trustee approvals. At premises located at: 1015 Bungalow Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-3-13 Pursuant to application dated 6/24/2015 and approved by the Building Inspector. To expire on 1/5/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $312.00 CO -ADDITION TO DWELLING $50.00 Total: $362.00 Building Insp- or--_____._ _ 6 1-- D((1 - Lia 6v For mNo 6 TOWN OF SOUTI-HOLD 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 Certifi-of -of Occupancy $ 25 .-.. 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 3 1k_ Zr) New Construction: Old or Pre-existing Building: V (check one) Location of Property: OSS a 10th L—C\ 4 t House No. Street Hamlet Owner or Owners of Property: iOfl'\fE Suffolk County Tax Map No 1000, Section 1 Block 3 Lot /3 Subdivision Filed Map. Lot: Permit No . 3 _Date of Permit, � Applicant: CpeoLAdreS &JNe4tey Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) - -- ----- - --- - - ------ -- -- -------- --- -- ---- - ------- Fee Submitted: $ €0 - -D / I Applicant ,g,atur 3 VZ— 3‘ ----- f:t\ ts G TOWN OF,SOUTHOLD BUILDING DEPT. 765-1802 NSPECTICN [ FOUNDATION 1ST [ ] 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: 7 . ,.. ; --e-le..�;�./ _ 7 0 - DATE (cC/ INSPECTOR II.1_�-1 V- - ',30-( 01 0040800;;_, 4 if <fig) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ ] FOU DATION 1ST [ ] ROUGH PLUMBING [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: T • A ))\ / DATE t±. INSPECTOR . ? --- F ,,,,,,,,,,,, ,, 37?13 1����o��pF SOUTo;< `. - -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - : I.NSPECTION- [ ] FOUNDATION 1ST [ ] GH 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: �.. 1 DATE ,`5 INSPECTOR 39 9 32— ,,,,,,,,,,,, sol .c- /4\ r d TOWN OF SOUTHOLD BUILDING DEPT. ' - 765-1802 : INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH MBING [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING / STRAPPING FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l 440 DATE /1-1 /67INSPECTO MEELD SPE�4N EPOR.T DATMIE CO NTS , � 5 N , A r (, W ' FQUNDAfloN(zsT) , v) W k" FOUNDATION(2ND) pi • i r ' IP , .. ti i ( ,. ,moo . /I *- wri./ L.2-.,4i.' ‘' j_DIAlir: . , ff '/A----(9 --,;' . ml E .. .• ROUGH FRAMING& . - _ ' ' H •PLUMBING '` i... K /dAil . T-' 1 . . :, . '. ....-- ........4. Z.. ).,4 J INSULATION PER N.Y. MIMIIIIIIMIIIIIIM y STATE ENERGY CODE . . • t . . . „ . ... , Al."4. .e'74. - . . i . . , . /tl ' / J: NAL //// .J • Fes"—.. \ ,z..,«z..... .....n;•:arx•- ..---.-.-.• f..•.I;. .t . . .. CO . AD rite VI rvlfi• T5 •• .iA�h�.. • -7-7 l.5 9 00 a I rci , , , 701 i • 1';► ,q, _ < r4% ‘ ,,, . . . . . , . ,....: . . . . . ,.. . „ .. , ,... . • , . ro . ,. '.i, 1 J '. - 4 . .. . ,ti, . ' , • l _ j • yq • \ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL' Board of Health SOUTHOLD,NY4197,1_; _- ,-•,,-_,,, fY',, t : _ '. 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX;,(631),76'5-9502 I. .__ _ • 3 9?23, , - Survey SoutholdTown.North'Fork.net' - .PERMIT NO.,- : _ A Check Septic Form N••• Trustees ____ C.O.Application Flood Permit Examined ,20Single&Separate ' • ' Storm-Water Assessment Form ...7 i1 r.. Ji►L•'ctr� Approved ,20 1VIa1i1 tb �� Disapproved a/c III ��4 ' 1 1 E11 -_� i'in ne" 9 _0 ' D / — Y09/ � Expiration TM F-1 E D, c �'l_ E _1-n-- ., BLDG DEPT Building Inspect r, TOWN OF SOUTHOLD 84-'&t—'2015 a. APPLICATION FOR BUILDING PERMIT• ' — 'IDG DEFT ' ©t5 ® om� = p Date FE'$. 6 , 20 l TON i I OF SOUTHOLD _ ®o®�1 1 B-j iRUCTIONS a.This'application MUST be cornplet'ely'f lled in by typewriter or in ink and submitted to die 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.buildihgs 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 tlie." ork authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from`such date.If no zoning amendments or other regulations affecting the property,have been enacted in the interim,the Building Inspector may authorize; in,writing,the,extension of-the permit for an addition six months. Thereafter, a new permit shall'be required. ' APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant,to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ( i ature of applicant or name,if a corporation) TO . B ox Al' . Sou-c o LD N i (Mailing address of applicant) 'i `o(•-1 J State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �1�mnF.S6, C',6,--120 1. cS G �c‹.. (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: LOIS 1- u NI G- -o J 1rkr (M iAc u c. . House Number Street Hamlet - - County Tax Map No. 1000 Section 12 3 Block 63 - Lot 0 13 ' z M pr R,RATD OK A PA-R.t. Subdivision K-Ar Filed Map No. 4 1 Lot - V� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ~` a. Existing use and occupancy SIN G-LZ. 'EN b. Intended use and occupancy SPcCA. . "' Wtl..l., frcop SCR RDOG TD IS Z' 17 EC-K .1)0RM R C_. 2' �FLooC•z. 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 N A- lf garage, number of cars N Pc ' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N A- 7. Dimensions of e xisen ; sfructt eS4 if any: Front 26.3 Rear 3 4' 3 Depth 37 O Height 22-0 Number of Stories l y2.. Dimensions of same structure with alterations or additions: Front 2103 Rear 34d 3 Depth Z 7.0f Height- V21-0" Number of Stories SI-kDoEZ,cn „ c E AR 28` Sktuv c 8. Dimensions of entire new construction: Front ' 1•1/ht Rear Do 9-Meg- Depth iV Height IVP- Number of Stories /VA- 2"�L. R00 F oveg. 2,41c tag 9. Size of lot: Front 3k• Q�. Rear 8'3 ` (7 "'Depths 2:q!“-33,VCD 9-47,7 t' 10. Date of Purchase 20 Name of Former Owner K060-1. EL4EINS 3)q.rn l 6-. 11. Zone or use district in which premises are situated R— 4D - ' 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO "K 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises? YES .NO > J perA 5 coo V 2A 014- s t• 14.Names of Owner of premises 6(A-raze-F.- Address ST c349-km Phone No. 631-332--(001 9 Name of Architect Address < 11Fr) Phone No Name of C-entrac-tor SQA si 8uz-S Address 'O $0>< Phone No. C:73(-2`t4 424 h, 'r ' Sc u-h-ty-i, 1 y u t 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)VIAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO ' ' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,„to,scale,,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 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 S U c- -o)Ue- V ON1 CE--Aan5 i:�R-s� -” being duly sworn,'deposes and says tliat(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) - of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me this/-"'„. ��l day of 1' -20; ; V V V 6, Notary Public VICKI:TOTH-, . , S ature of Applicant Notary No 01706190696 w York Qualified in Suffolk County Commission Expires July 28,20 t_k_g • John M.Bredemeyer III, President . ®� • Town Hall Annex a.z � ';" 1" `'J ' 54375 Main Road Michael J.Domino,Vice President P.O.Box 1179 James F.King,Trustee ; cn ; 1 Southold,New York 11971-0959 Dave Bergen, Trustee •‘' • a Telephone (631) 765-1892 Charles J. Sanders, Trustee _:/re®U W-016� -r Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8608A Date of Receipt of Application: February 19, 2015 (� Applicant: James & Carol Scherer IJ L� JUN 2 4 2015 LJ SCTM#: 123-3-13 Project Location: 1015 Bungalow Lane, Mattituck ,;;;c DEPT Date of Resolution/Issuance: June 17, 2015 I row;, of >ouTHorD Date of Expiration: June 17, 2017 Reviewed by: Board of Trustees Project Description: To add a roof and screened panels to an existing +/-273sq.ft. deck. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by James J. Deerkoski, Engineer, last dated January 23, 2015, 1 and stamped approved on June 22, 2015. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. 6906— 411;* etA961.0 John M. Bredemeyer, Ill, President Board of Trustees ,Of S0645,- John M.Bredemeyer III,President ,°� &�° ®� Town Hall Annex Michael J.Domino,Vice-President �%4' , ,,,a #; ® 54375 Route 25 Glenn Goldsmith $ =[£ P.O. Box 1179 co, = ‘K t Southold,New York 11971 A. Nicholas Krupski �` ; , ,f �� �' '4w� . , Telephone(631) 765-1892 Charles J. Sanders ?gaol'-"b14%. Fax(631) 765-6641 C®UNii ,� S BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1215C Date: May 3, 2016 THIS CERTIFIES that the addition of a roof and screened panels to an existing +/- 273 sq. ft. deck; At 1015 Bungalow Lane, Mattituck Suffolk County Tax Map#123-3-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 19, 2015 pursuant to which Trustees Administrative Permit#8608A Dated June 17, 2015,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the addition of a roof and screened panels to an existing +/-273 sq. ft. deck. The certificate is issued to JAMES & CAROL SCHERER owners of the aforesaid property. 69074^- Authorized Signature FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 17, 2015 TO: Joan Chambers (Scherer) Po Box 49 Southold,NY 11971 Please take notice that your application dated March 9, 2015 For permit for additions and alterations to an existing single family dwelling at Location of property: 1015 Bungalow Lane, Mattituck County Tax Map No. 1000 -Section 123 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII, Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." T.- ••.s:i cons . tion notes a setback of+/- 19 feet to the existing bulkhead. • o zed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE:March 17, 2015 AMENDED: May 7, 2015 TO: Joan Chambers (Scherer) Po Box 49 Southold,NY 11971 Please take notice that your application dated March 9, 2015 For permit for additions and alterations to an existing single family dwelling at Location of property: 1015 Bungalow Lane,Mattituck County Tax Map No. 1000 - Section 123 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII, Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five 75 feet from the bulkhead." The •ro•ose• onstruc '•nnot=s a s back of+1- 44 feet to the existin• bulkhead. • thorized . gnatu e 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. BOAR. MEMBERS /,�'� Southold Town Hall � � F $Q(/ro ` 53095 Main Road•P.O.Box 1179 Leslie Danes Weisman,Chairperson I A.,:e , l® Southold NY 11971-0959 ls• ;Al > • Eric Dantes t.� Y=AAss ; Office Location: Gerard P.Goehringer G t �4 .` ` Town Annex/First Floor,Capital One Bank George Horning L 4;•-•,.� 54375 Main Road(at Youngs Avenue) Kenneth Schneider L'QUIV 1,��� �0' Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS \\NMAY 2 8 2M5 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 C'• • "b" L ' r' 1 INGS,DELIBERATIONS AND DETERMINATION MEETING OF MAY 21,2015 ZBA FILE: 6855 NAME OF APPLICANT: James and Carol Scherer SCTM#1000-123-3-13 PROPERTY LOCATION: 1015 Bungalow Lane(adj. to Deep Hole Creek),Mattituck NY 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 April 2, 2015 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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April, 24, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this depthtnient, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is non-conforming with 16,674 sq. ft. in a R40 Zone District. Parcel is improved with a 1 '/2 story frame home with attached rear deck and an accessory frame garage in the front yard area permitted by a variance granted on 5/18/1983. Parcel has 83.67 feet on Deep Hole Creek, 294.30 feet on the north side, 297.40 feet on the south side,and 31.00 feet on Bungalow Lane. All shown on a survey prepared by Nathan Taft Corwin, HI,LS dated December 29,2014. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116B and the Building Inspector's March 17, 2015, amended May 7, 2015 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to roof over and enclose an existing raised deck to create a seasonal unheated screened porch at the current non-conforming 44 foot bulkhead setback. ADDITIONAL INFORMATION: During the public hearing it was discovered that the Notice of Disapproval dated March 17, 2015 noted a bulkhead setback of 19 feet measured from the closest bulkhead to the dwelling, (which serves as a retaining wall), and not from the bulkhead closest to the water, per code. At the Board's request the applicant obtained an amended Notice of Disapproval citing a 44 ft. bulkhead setback (dated May 7, 1 Page 2 of 3—May 21,2015 ZBA#6855—Scher4s- SCTM#1000-123-3-13 2015), thereby making the proposal more code conforming. The applicant is also proposing a second floor dormer addition along with enclosing the existing attached deck. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 7,2015 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 fords the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.The home has existed in its present location for more than 40 years. The applicant is requesting alterations to the roof line above the first story (a dormer addition which is not the subject of variance relief) and renovations to the existing attached raised deck to create an unheated enclosed screened porch. . The screened porch will be within the existing footprint and bulkhead setback and will not be seen from the road. Other homes in the neighborhood also have non-conforming bulkhead setbacks. 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. Since the home has existed for many years in its present non-conforming location and any additions to the rear (seaward side) of the dwelling will require a variance. The proposed renovations and alterations will not change the current foot print of the structure on the side facing Deep Hole Creek. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 43%relief from the code. However, only minor seasonal changes will be made to the home which will not change the existing non-conforming footprint of the dwelling. The immediate area consists of similarly improved parcels with similar non-conforming bulkhead setbacks. 4. Town Law 267-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 $267-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. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a screened porch 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 Goehringer, seconded by Member Dantes, and duly carried, to GRANT the variance as applied for, and shown on the survey prepared by Nathan T. Corwin, III LS and dated 12/14/2014 and plans and specifications titled Scherer Residence Deck Conversion/Dormer addition dated 1.23.15. 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 involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other Page 3 of 3—May 21,2015 ZBA#6855—Scher.;•r SCl'M#10.00-123-3-13 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 minims in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Horning,Dante, Goehringer and Schneider. Absent was:Member Weisman (Chairperson).This Resolution was duly adopted(4-0). io- . ft Leslie Kanes Weisman, Chairperson Approved for filing_3 /c7 /2015 \ . u ccttA. Russell •' °$ 4-; STO Fsz RNIWATER - SUPERVISOR , MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 :d 0 ; 53095 Main Road-SOUTHOLD,NEW YORK 11971 :•- 0Town of Southold •• o( Y `'' ._it `3` CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET (TO BE COMPLETED BY THE APPLICANT) JUN 16 2015 --- . _._: i ---- - --- -DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑[ A. Clearing, grubbing, grading or.stripping of land which affects more than 5,000 square feet of ground surface. :❑p B. Excavation or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. ❑VI C. Site- preparation on slopes which exceed 10 feet vertical rise to • ; 100 feet of horizontal distance. - . OD D D. Site preparation within 100 feet of wetlands, beach, bluff or coastal 1 erosion hazard area. O E. Site preparation within the one-hundred-year floodplain as depicted • on FIRM Map of any watercourse. ❑# J 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 imperviousurfaces. . * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax 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 pour Building Permit Application. - __--=- -__...�------------ -- - C . . 'r: S.C.T.M. 1000 Date APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) /atria NAME Tokt-► CA--t--- 2S 123 O 3 0 t3 s •fP • ( 5" m,,,,,l •- Section Block Lot Dco - _ .FOR BUILDING DEPARTMENT USE ONLY" - . Contact Inform'loft (v3l--2c&et--4 1 Rbat Reviewed By: OR 1 Date: Z , rs— QS— Property Address/ Location of Construction Work: nApproved for processing Building Permit- t (S �(�4�t1� I 1 S ormwater Management Control Plan Not Required. Ni frs--T'Tl-NCt .-- Ni 1 ` \52- Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ' SMCP-TOS.MAY 2014 APPLICANT: S.C.T_M # 1000 .�'' '' -, i ,� ,��h;' P-. �;� ':'1:1 .�r a 1'TE 236 (Property Owner,Design Professional,Agent,Contractor,Other) ..-• ---u:Va--- ,:'�t3 h'•�•' � I j - ,e i23 03 0l3 • =: i. •toErnwaterMana -anel t Control Plan CHECK LIST 3-61k-NS Ctt i3>✓ ' section lock lot -`' NAME: 11� s,0CP - �n R uirements: P'r v.: ONE copy of the Building Permit Application, Phan MAI 'C es +•ti._,,v i( (03/ Date: g 1 L*I*UThe a;Plan ust lde a CCo' •tete Explanation and/or Reason for not providing %•CL„ i �� ' 2a4—124( 2 ''� - t� °1 ,'•� all Ittformation that has been Required by the following Checklist! . I ., tftR • Yak*.Nanton ••''•••......r••' .. . . • 111E111111111.1 • I, A Site Plan drawn.to scale Not Less that 60' to the inch MUST 11'Nd 1 NA If You answerecliNojor NA to arty Item, Please Provide Justification Here! iii-. . .-.,L. . . show all of the following items: a If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Pro•ert Boundaries 111111( 1 b. Total Site Acreage. /r'% 110] c. Existing-Natural & Man Made Features within 5Ti . . -„ - � • b itl�li of the Site Boundary as required b §2s6-17(cX2). ,.1a� IP'. Ai6WP6E. it . LiL', -S t 56P•r' Ticila F,-,eg9 6644 oD r t =s •=17af.r•avo d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. ���1�,� N ��k -- =..-s✓ p aat a-.-v e. Limits of Clearing•& Area of Proposed Land Disturbance. ��j[] tic Ct.:.e-A--KuJ&• C—'tc.r..“06- Oce. ac uAv-t-(or3 o f. Existing & Proposed Contours of the Site (Minimum 2'intervals) i[ 1l* NO kca-te-Z-►4Tcat3 o e").0.51%% t-+4 . S- • • p Cio tcaa• r g. Location of all existing & propose. structures,•roads, driveways, sidewalks, drainage improvements&utilities. .00011111 h. Spot Grades & Finish Floor Elevations for all existing & -- o eve S.114u c---vu(2- S ,c9-. _ ug -C • E .Od -i proposed structures. L . J . To G---cuS"Ts. Pck. 'Pa-c)Po507• I. Location of proposed Swimming Pool and discharge ring. 11111.101M1 Nit 'O' 1- • j. Location of pro•osed Soil Stdck.ile Areas. 11111.11M1 0 C.,-12441/4-1)1 6- • _ k. Location of proposed Construction Entrance/Staging Area(s). IMMjWiij - l51i'. ►a\V EAA/ I. Location of .ro.osed concrete washout area(s). 11111101.1011 .. t- ' o c'ti o nl. Location of all .roposed erosion&sediment control measures. `. ft] eN b S t . 9e-CI - -to '% i.f7Ca o 5 Ce_ eP • 2. Stormwater Management Control Plan must Include Calculations showing . that the stormwater improvements are sized to capture,store,and infiltrate ,r -trim.- * i t4 c) �[,•••t .at-r-car� a EH&mut) deT f ioSA i"%it:ot,r. ir>!,. c..)Rpittcc on-site the run-off from all impervious surfaces generated by a two(2')Inch �'�AITIA0.413 MPE -i 11-1 5 N iti .rr.1' ins ;i ii•-= 4,1 ra,*1- (wen 'Trill ktr✓ri tau' rainfall/storm event. Contact ®�( i�OP�POG� i r•,:,ei•_)icli 4 ®Pe 2 .-I[ rano.e re t.a i. .:I.; .�I fit rl irrl :I �;� r�Gr, 3. Details&Sectional Drawings for stormwater practices are required for approval. Backfill, OR Provo,.a 'Lt tn��e( s , er'iVocar�on L that4h�a�P�un.S r�alsbe��uets4��i��:� 4® � o�•��e. •• ,a ��,�, �.r.,,-�._ 4.-..4,,,i _:���„�.� _ Items requiring details shall include but not be limited to: �'• �• _ _ .• a. Erosion & Sediment Controls: �,� JiE:il;• •a cis' . gLL t PLAN-tznsa-s• v-11-1-1-- �eiO a ^ c b. Construction Entrance &Site Access. 11111111111.1110 wen rt-e-0 - —Zcf$ . 6-42._ktie-L..., D r.�-iv ew,,t.Y c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 111•INIEW NO D rnSs rk(Z� 'P po - . d. Leachin• Structures (e.•. infiltration basins,swales,etc.) X01 t3614 • *•P°B • .,�•..• FOR ENGINE; ,I,G..DEPA .._.._�._...I USE ONLY*''moi` ._........ .. ...�.... .. .. ;._�._::• .:.._�_.,.... .......:... .: ... . . . . 1 Additional Information is Required. Reviewed & • j . , • I II Stormwater Management Control Plan is Not Complete. ��. Approved By: v/1 7',�) - ,°� �'��_ - - ., VA Stormwater Management Control Plan is Complete. t. "��.e: alZtV; v SMCP has been approved by the Engineering Department. ar...31 I. ' . • • - u ',.Check List -TOS MAY 2014 - eof I '�pf Town Hall Annex �I ,`® l® : Telephone(631)765-1802 54375 Main Road W Fax(631)765-9502 P.O.Box 1179 ; G Q $ Southold,NY 11971-0959 : #1 May6, 2016 olcouNr{ I BUILDING DEPARTMENT TOWN OF SOUTHOLD James & Carol Scherer 21 Oak St St. James, NY 11780 Re: 1015 Bungalow Lane,Mattituck TO WHOM IT MAY CONCERN: t- The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. / Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. ✓ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 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. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39923 — Screened Porch Add SCHERER RESIDENCE 1015 BUNGALOW LANE MATTITUCK N.Y. EXISTING: SINGLE FAMILY RESIDENCE - SCTM# 1000-123-03-13 ZONE R-40 0.383 ACRES PROPOSED' \"____ DRAINAGE INSPECTIONS ARE REQUIRED ADD GABLE ROOF&SCREENED PANELS TO EXIST DECK Contact TOS Engineering at 765-1560 be ore Backfill, OR Provide Enginee ADD SHED DORMER @ 2ND FLOOR GABLE ROOF r' NO CHANGES TO FOOTPRINT OR EXIST.LANDSCAPE that the drainage has been instaslled toCertification Code. O c 2 / EXISTING PROPOSED W , 1ST FL 1167 SQ FT, SAME SQ FT W . 2ND FL 668 SQ FT ADD 234 SQ FT.DORMER ill CC ,.. ATTIC NA NA U) CELLAR 1167 SQ FT, SAME SQ FT GARAGE 583 SQ FT SAME SQ FT DECK 254 SQ FT SAME W/ROOF ARCHITECT BY OWNER CONTRACTOR BY OWNER PIPE JOINT MIN 10"ABOVE GRADE 1 OI-O° -- --- - - - SURVEYOR NATHAN TAFT COMM N III MIN. 1586 MAW RD JAMESPORT NY 11947 O_ 631-727-2090 ,,,i_.i,_ .L .:L--y__,_=-i„-- _ L-i i=; J --_ ..y.12:.,1,: DRAFTWG/PEWNITS press START(JOAN CHAMBERS) ": ''i I,__I -11'' _,L_1_" _,I'L_, I,- 'C._ ,, y. .'----'1',1,..L-41_i �,i1-1ti1 1=. =]IIc ; --'------i ' ,�,'_.__'II-_ -I'' ,_1._il__i .:=7 ,1=-� -=7j -t•-^rii PO BOX 49 „t, i12"MIN -111-1II-2-7'-'i n=i,--'I:"a.__, _, yr _ 1=I =i; �i-ii'I_= --I '- =__1.1,-_,Fri -.-„p-„,,_, `�1=,1 -t��': ,---,i -i l i SOUTHOLD NY 11971 -..i-,i`"_fi._"'.' -, �—, -„t1,;;-_._111=_:, :-,r _ :T- +�.-Sj,=7'f='!irlli-1-' '_� Oi Z_I,i_'� 631-2944241 I - ,jl-�- , i --i�;�:-t _ am -''---'ter'=-; ri -'-� =,.lI-C ��'_ i ENGINEER JAMES J DEERKOSKI P E r ' Iir i,.I_'-_-Iii.=i!,_LE- _iJ.^ =I . - `i r_ 11=1! 1-.��=_,,i--_ _ _ •-•Il�r_;•:-.:. i,.,.,���.1s� ,IJP--�i.t-Li�-�1-.'' \ __I 260 DEER DRIVE ;;r 3”ABS SCH40 3"CAST IRON OR iii=,,t7,,,---- _s ,-_ _ __. '=-�!`1',I MATTITUCK NY 11952 l- "'i i' 631-7747355 r i_-y 3"PVC SCH40 PIPE ;k:,!-•!--7,p 0;i t I U,0�.0 Li LT I ,r2,1 ,,-!1k-i' ii;-.{;;T112"LAYER OR 3/4"TO 2-1/2"ROUND ROCK i,'-,` 'r 0-': SOL .JU[ t--.-1}=11;1; MAY11,2015 -'i1.r' BETWEEN PIT LINING AND EARTH WALL -��AY. . - n C - ')t.-.X 11"-I, ''I'-1'1 I r. 4'_0"Xq_0"X5_0"-. , In---, ' '' = 'lI_:11 CHAPTER 236 COMPLIANCE �_; l'••-_,1 "-_ 7,1=,_i!=-t:�-1-�;1"�I•�!i�'I'= =�I11=`iii=u11' �• • .'i,[7[J G';7 U!=1 i�� r;':_.?'j_i,_ STORMWATER MANAGEMENT PLAN "til `L'--Iji= - ;_'i'-:Ill--i1-_-_1-iI 'il-=,=",I-✓"f, I�t_l_ G C- 0,-_.;,[„ - ^= 'il,.-I €I"-r• =r,1"171!„I!r.'i_'..=,11=.1I =11r== t=�14111:�' is-ail`:a , r I _� . 4,,= .�- _ir _ �-_ __ _i, 7. L:IC” i `, I,i-__,I 0.383 ACRE LOT 16,674 SQ FT -,i11, _ -:1=liI,ii 7 i,=.11-;I�_I i'.:___-II i-r•: _ I; ._-I.-7,-"----,,---•,,•--.:41' l,1_=I,__I;__11,-III=1 ='414 1 , ,2 . G;�L7 C,'�i J C1 n:��. �kJ ,�= _ fir` :- -1 '=`'l' - il :r_:1(=_;I!-I1I_'11_;1_71'1", ',- 'L.--111: <'k pI p :.-_i rte,Cl ri L'0 ,i.. '_r,1 11673Q.FT.RESIDENCE i1_1IL=51'L:Ij j_i •=ii'-=11i= --11(-, F;FF.J=;; ''d - -I i -- n _l �ss.r' -=1r- 583 SQ FT GARAGE u-,"-:=!..,,7---,11.7-,-...1.17-;-,'1.1,---,, I,�11---1 i.1=-LJ'�i=, ,1,71. -- -;k=ill' -,�-,'.;� - --7-7,7-1,1--, 1'-_I. 254 SQ FT.DECK c� -.,I- I='1 !'- - _' _i; l i- �'.S.f ;S=i �-r `). F_.. /y i �� �y L' ' `�,_I _ .I- -_t l,- 11-= 1, '�..L, -i 'Jt_./.3`..� � ,..'.ti-l_I_ I I,.L _!`_ ';1=jii:'_uI_ :j--- i -I; --.. 5�--• _1�._-, 2004 SQ FT.COVERAGE TOTAL -"jC_-, _ -- -_ I`ILt ,J_ r :=111.1_,L17.-..,11-_-_,'f I�L., ;...,,J 7•;&_,_;-, �`- _ i _-_41-1 --- _ --,_,_iiE- jLiII i1_-IT1,1=-1I-- =1� ,_(_-__ I-i.i_;ll-�-' U_I:c-L -IJJ-.;',I I_,lit-'_t,. 'II_iL=1; 16,674 SQ.FT LOT-12%LOT COVERAGE SIL==i'= -: I =11 .ii` _-�,- ___ir_-II_1ii-1j_.,.1=-I_I---11-,11'",t`%1-=I!1==11__Ij:-Iii-1:=7i+, 1 .Ii-l!- =lir- :. .j_, I;_,�,�„,=J11-,''- -- I I_I'i- _'li-i��=� - -�I-=1'_--I:i ;`I__I,,_I'I_tl:_-,�Irj11r,;'i-Y�,� -,-„ ' - ” . ROOF/DRYWELL PLAN - DRYWELL DETAIL 1/4"1"0" - SEAL DRAWNG 9 y APPROVAL OF STS Inv'-WATER�MANAGEMENT CONTR P N - . .`� , ..- ,, - , A OO� Date:l0 2� a 235 Approved by: �(t . If 1 OF 4 . :1 1:1-': a L ,. . 4. -07) a - ..1 N1, \P‘Pla `'am `� g� � _ `1'gN•. - 47, X41. - 9 • • F E-g a 4, 1Y sbe 0,4Itti '. "....4,7N,.. .-....' N-..ttix- ,=. .ot A� .t. Vis.- . '--- ! ------- - N C ITI ; k L,L , D R Nevkih`c"S i !P lALAke- +lA�'`5 �� W`��kN y s 291• b` ®oSr DCS- �� 0irt...4‘4,v:t• 1 ��,,, ' m �..F,r w- in z , ofr 41,,;.- ;;.:0 1 1311 Igi .-- ...- . „,,,, ,, zz . AI --. 4 4 / Cp .) 4AR /� ice•+ji` ?P ' °� • /', • , • ,a `,,,. / �: '�'�'`;. DRAINAGE INSPECTIONS* `iI 'I* & 0 - i • <`' �,�.�; . •,.. ^-,0:40.0"'� Contact TOS Engineering 7 5-1560 beforee i-a I. �oio� 0° 9(c"--`,,. . • • : 't oe �! �,.r-''�P.' �� Backfill, OR Provide Engine:es Certification 41, jt� t ot 1 in 1- �y �t� ;�' ° ;;��;:,,;'�14. 4 io1 01 that the drainage has been f`nstaited to Code,. - ' o 0`✓0 p: ••2 • C).,% 'y + APPROVAL OF STORMWATER- •NAGEMENT . •.. CONTRO PLAoejl Code ` P r� •o o + GO o, .iS Dated ���, , f t23,4 • y :• ,.0..o� '� .•�22�3 APP* �• 6),g ` 'P '~�i�'��,' i fl 9 4 jtt4µ 0 a . . ...,,s ial ;I 4w ti E•gef2---- 12-\Ec5kDeA.Ace ' . ' :3 Z -471 o$ ,,,,. O ? POS D C t t- . SCHERER RESIDENCE N:W4X4X5'DEEP DRWELL 101 5 BUNGALOW LANE _ SEE DETAIL DWG #3 MATTITUCK N .Y. / / / ) ) LA... . \-,,, _.„..<\._ EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-123-03-13 \EXISTINGDRYLL1 ZONE R-40 0.383 ACRES 0 PROPOSED: ADD GABLE ROOF & SCREENED PANELS TO EXIST. DECK 0 ' ADD SHED DORMER @ 2ND FLOOR GABLE ROOF NEW GUTTER@NEW SCREENED PORCH ROOF NO CHANGES TO FOOTPRINT OR EXIST. LANDSCAPE EXISTING GUTTERS AND LEADERS @EXIST.ROOFS s EXISTING DRYWELL#4 — /G NO PROPOSED CHANGES P LINE OF EXIST.DECK BELOW (PROPOSED SCREENED PANELS) 55 SQ.FT.OF EXIST. ROOF I Y b 246 SQ. FT. EXIST. ROOF#3 w I\ a 1 CUJ Et EXISTING PROPOSED w 0 0 1ST FL. 1167 SQ.FT. SAME SQ.FT. O 2ND FL. 668 SQ.FT. ADD 234 SQ. FT. DORMER Jz w ATTIC NA NA cr LL o CELLAR 1167 SQ.FT. SAME SQ.FT. R013T.GABLE Cr EX 582 SQ.FT. GARAGE 583 SQ.FT. SAME SQ.FT. /� o ROOF#2 DECK 254 SQ.FT. SAME W/ ROOF LL NEW GABLE o o w 340 SQ.FT. o w I ARCHITECT: BY OWNER J RIDGE OF NEW ROOF OVER EXIST.DECK CO ce O 0 ROOF#4 ROOF#1 EXIST.GABLENEW DORMER F- 494 SQ.FT. 294 SQ.FT. XU CONTRACTOR: BY OWNER LL W 294 SQ. FT. OF NEW DORMER ROOF o O o TO DRYWELL#1&#2 CC LU 0 N- Z 0 SURVEYOR: NATHAN TAFT CORWIN III v 2 0 4t1586 MAIN RD. `s1 JAMESPORT NY 11947 w z 0 631-727-2090 RIDGE OF FRONT GABLE-LEVEL W/MAIN RIDGE • O o DRAFTING/PERMITS: press START (JOAN CHAMBERS) F- PO BOX 49 d SOUTHOLD NY 11971 631-294-4241 0 W V ENGINEER: JAMES J. DEERKOSKI P.E. O 260 DEER DRIVE O O LINE OF EXIST.DECK BELOW MATTITUCK NY 11952 J (PROPOSED SCREENED PANELS) / J 631-774-7355 Qp Tk 182 SQ.FT.OF EXIST. ROOF#3 f Q w it > — — — — — — 0 0 ce X \ ct 0 o _ MAY 11, 2015 W ZO LL NEW GUTTER @ NEW SCREENED PORCH ROOF Z o CHAPTER 236 COMPLIANCE F- = O o c o X �lAl IPlSECTtOF�SAPE I:EQUIREt? STORMWATER MANAGEMENT PLAN N • 99 SQ. FT. EXIST. ROOF#3 Jbi�t TOS Erigineerins at 765-1560 before i. co X �� w + Wick II;�}� Prt3Vitle\Enfiner'r's Certification 0.383 ACRE LOT - 16,674 SQ.FT. L, I0 I I that 'k drainage has been Installed to Code• 1167 SQ.FT. RESIDENCE i_ J w 583 SQ.FT. GARAGE R __ - w 254 SQ.FT. DECK 2004 SQ. FT. COVERAGE TOTAL \ 16,674 SQ. FT. LOT = 12% LOT COVERAGE APPROVAL OF;TO' WATER MANAGEMENT CONTRO >P • 7 ,),tet '.6 ROOF/ DRYWELL PLAN o (� Zq q Date:be ` j Approved by: Ski " « .i" /4" = 1'-0" ` �OFNE �.pRAINAGE 1 SPE IONS ARE REQUIRED E�CISTING I.^�.. )• DE£ yEXISTING DRYWELL#3 \ \ +�yg�r DRAWING# NO PROPOSED CHANGES Contact TOS En lneerinE at 765-1560 before is ' sIBackfill,OR�4vide Engineer's Certification r.. a. Ce ea that the drainage has been Installed to Code. w Z rDEP R IDL) OF - A 003 1X5DEEPDR ETAIL DWG.#3 V w V•,/ OP Dywed to GRP Utvb Uig - 3OF4 610 1765-r tiitt Frbu Loop SCHERER RESIDENCE 1015 BUNGALOW LANE MATTITUCK N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-123-03-13 ZONE R-40 0.383 ACRES 1 PROPOSED: 1 �6 42 ADD GABLE ROOF & SCREENED PANELS TO EXIST. DECK - ADD SHED DORMER @ 2ND FLOOR GABLE ROOF ASPHALT/FIBERGLASS ROOF SHINGLES ROOFING FELT _-------1-..:-<",11 -:----,:11,--------------- NEW ROOF OVER EXISTING DECK NO CHANGES TO FOOTPRINT OR EXIST. LANDSCAPE 1/2"CDX PLYWD.SHEATHINGr 2X8 @ 16"OC ROOF RAFTERS _ x 12 i� ''REMOVABLE SC RELNED PANELS_'<, y I I • •_ REPLACE EXIST KITCHEN WINDOW I;_:'.' ' < , I J 2:8'-0'''. 7'-'-8"SCREENED DOORS X4 RIDGE SUPPORT REMOVABLE S F ENIED PANELS EXISTING PROPOSED x3 T.. ll r. — 1167 SQ.FT. ��_;� \ _-- �..'.. .._��._ _ �_...�._�,. __ ...�__.�__._� _� 1sT FL. SAME SQ.FT. r,---.7,, ::"1 r',,,.:'= 2ND FL. 668 SQ.FT. ADD 234 SQ. FT. DORMER >I �' `, J1 L,. I • ATTIC NA NA :., ,: \f s.. I I �. ; : .>� _ : ., �:. .. CELLAR a.. i u V� ; i 1167 SQ.FT. SAME SQ.FT. L GARAGE 583 SQ.FT. SAME SQ.FT. I I I DECK 254 SQ.FT. SAME W/ ROOF I ARCHITECT: BY OWNER 1 I II ii II CONTRACTOR: BY OWNER C - - - 1 L - - - 1 L - - - 1 EAST ELEVATION SURVEYOR: NATHAN TAFT CORWIN III 1/4"=1'-0" REV.2.10.15 1586 MAIN RD. JAMESPORT NY 11947 631-727-2090 DRAFTING/PERMITS: press START (JOAN CHAMBERS) PO BOX 49 i� SOUTHOLD NY 11971 /_ 631-294-4241 — ENGINEER: JAMES J. DEERKOSKI P.E. 260 DEER DRIVE / MATTITUCK NY 11952 631-774-7355 16-614" MAY 11, 2015 / CHAPTER 236 COMPLIANCE STORMWATER MANAGEMENT PLAN ADD GABLE ROOF OVER EXIST.DECK 0.383 ACRE LOT - 16,674 SQ.FT. _ l 1167 SQ.FT. RESIDENCE 583 SQ.FT. GARAGE 254 SQ.FT. DECK 1 ,� 2004 SQ. FT. COVERAGE TOTAL 'g � EXIST.HOUSE ,t SCREENED PANEL ;iSCREENED PANEL". — 16,674 SQ. FT. LOT = 12% LOT COVERAGE i':, _ R ELEVATIONS 1/4" 1'-0" DRAWING# �P * i� :Tti { . � fn 1 I NORTH ELEVATION <' 4, �, 5. ( o_ 1/4"=1'-0" REV.2.10.15 RbFFSStON,� A 004 L J 40F4 . - - --- a SURVEY OF LOT 10 MAP OF el =VARRATOOKA PARK FILE No. 19 FILED MAY 7, 1914 SITUATE ° MATTITUCK �._� s TOWN OF SOUTHOLD ��° 92 \moo SUFFOLK COUNTY, NEW YORK �,°' �,,,-,90i5:'. „, ..p 7 ��, S.C. TAX No. 1000- 123-03- 13 �29� v' �` SCALE 1 "=20' � 0 DECEMBER 29, 2014 �s °c \C-f,,, ,y Q ,, j AREA = 16,674 sq. ft. 0 (TO TIE LINE) 0.383 cc. a sr%�/ O o00 ooG� (12 r-�1 6��o c �-� c�ea /, Bldg DePt�PV from ZBA .P,� / cp. s� /�// Final reviev�ed documents rrro” / ° ,�10 ZBA Fiie # r, 4) GRP PR GOND ..- o //�/ Date: f f CP �2�1 ''.1 -s- ,-,-, 14000440%4111110-4111116P'- 00 v'�� ` Cr 0 \ \� ', s o �2.,P 22 t o�arn �' c-<",13 y ooh° / o. �P�� o �� F s� �A����0�� ` �. s A r� :. • - \,0�� �a1 Z S��vSL N.- Vr-,- 61 / , ?,\..\`,-,%. G rc ARE �P`0 1-1 N O��N' o, rel __• O s�jNSPN c N'' O� g�KS pco CF r r 22 �n1 • rr LL 2p ',` \'. O � msQ ` JS r0 vs‘ PGS rrsy 6RG S ,;z qn� •, 01 GPS l', s�ooF oN Mo r Rye C l`t g\l'5° ) ,SNEO o ,,c• / .444174 O�oR� �, / /° GPS Lo NCF 041104�. cp ,, / -P,_, GF- w 1A1'",5, i�� NE% .. � co' ,5 ,...,,, Pj,o °O ,o% .. Gc�P°��" \.,4������PEER P Y a�% s� s .�,� 1L "X Aa(� / ��O / '� ° .d%3/44,4 Lot Isl ,b 74A• w000 CUpS ����� '• �i`t`�� pi° /0/ 0 6ti soh �j� o 0TC' \L / - / J AAk. 0G�GJR�Py`/ Pglr L• - ' Y�mr c.""F' Si y ,P 0 F �} EM f� (� l o \4. cc..., `<- g��G\' cel 0� 1"0 1' `,. , (Sc. D < `, •' o c. n o Z �5 6 �PR PREPARED IN ACCORDANCE WITH THE MINIMUM p L.. ° I p M STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ' F v c,. 9-1\-RP''- BY THE L.I.A.L.S. AND APPROVED AND ADOPTED � W J + Se\NG FOR SUCH USE BY THE NEW YORK STATE LAND • o O 'o. fF VRr1,1?) O .1 TITLE ASSOCIATION. '`. •O O Z?pyo G PN ca, G V �O ,C,P,{ ��r , �� c' .- .r, e '! IVi` I � y 0 � � n `9OyL Z o c D o yG 0 O / r. Z� �F `� �i � N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Nathan^n -1--a f t Corwin i i i FOUND EDUCATION LAW. Q ` Q MON. GONG• • COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor ' Z EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. O; CERTIFICATIONS INDICATED HEREON SHALL RUN c.- ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. p p TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LENDING INSTITUTION LISTED HEREON, AND p 9 g TO THE ASSIGNEES OF THE LENDING Title Surveys - Subdivisions - Site Plans - Construction Layout INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS FOUND MON. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 coNc• ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-272 J g,r , General Notes Scope of Work UPGRADE STRUCTURE AND ADD A ROOF AND SCREENED rI� W7D NOTED Cu"d �'( s`: ? ; i [` ES OF PANELS TO EXIST. DECK. ALSO ADD SHED DORMER AT NEW YORK STATE E & TOWN CODES 1. All work shall be performed in strict accordance with the EXIST. SECOND FLOOR. E I B.P.#=-� ' 1:7; `'�'" AS REQUIRED AND r' %;DITIONS OF rules and regulations of the Southold or Riverhead Building DAT'" .� Code and the New York State codes having jurisdiction over FEE; � lv,.�. ,I >�,7 � _ SG�U T�,,_U :,, e , any portion of the work. Additional Construction Notes NOTIf=Y BUILCI,a DEPART�iET c " �'r a E3„RD 2. The general contractor and all subcontractors shall visit 1. All portions of the proposed structure shall comply with 7 - - l;� P n G;� = _7-.g 1.. the site and verify all dimensions and the existing conditions the Building Code of the State of New York and the ' L Residential Code of the State of New York. ;- Vis. ;I_ =-` 'L-',- ``i _ _. .....___-_v_ y.. �_�,.�, .. ,� _j!_.._.__ covering or affecting the work prior to construction. Any �, �, �, discrepancies or omissions which would interfere with the "'?.ij - fP�r-^_LVci-STC _�t•' v`4___- __ ..-._.-._._. -_ - 2. All portions of the proposed structure are designed to - - - satisfactory completion of the work described herein shall be / !",i.,!----..,'‘T-',011-- , p property comply with localgeographic and climactic criteria as reported to the architect orowner. *� stated In the adjoining table. ADD SHED DORMER&NEW WINDOWS - --------;77I.:;"(..;o 1-11%t7-- O; `' "' AT EAST SIDE OF EXISTING 2ND FLOOR BE CO,,,.I-,..'\T:_ 7V:', -C.O. -` 3. Before starting work, the contractor shall make a EL �!� Ve, ,�,. .,\H- __ fL -I-FL: - ---_-4 _ t- thorough examination of thoseportions of the structure in which 3. All structural elements are designed to be adequate for ,....f.‘... -. 9 RFOIi'Ri;1'�NTS �.4 _4c,���./ .. . . r # a ground snow load of 45 psi, and wind speed of 120 I �� -p'-1i F j'/y the work is to be performed, checking all the ---- - YORK STATE. NOT 1 . e,. --.........._.--..-_ =�: � t=`, T FRIT-Tr: tj. adjoining or underlying locations. Report to the architect or mph' - _ DESIGN C�; CO ;...)i, i• �'`--- ---=- property owner any and all conditions which may interfere with 4 shallbelow I -_ -= - - - - - - :_ .--_...._'• t:rtiLii -.-- : :. Footings be ata minimum of 36" be o finished ----- --- - ---- or otherwise affect or prevent the proper execution and - - rade. EXIST.PLINTHS TO BE SHORTENED TO ADD GABLE ROOF_ _ OVER EXIST.DECK - completion of the work. Do not start the work until such g ACCOMODATE NEW LEDGER - - - _-- ADD 18"OVERHANGS W/ROOFED RETURNS @ - _. I _ conditions have been examined and a course of action mutually ALL NEW AND EXISTING ROOFS __.-___- =_ -. 5. Poured concrete shall have a compressive strength of _________-___- ___ -- ----- _ __ ___ .._-_.-_ .. ___.._...__..___.------ -___ __ -_ ----- ._.......... .. . agreed upon. I I - - - - - - - - -�- - I - _. -2500 psi at 28 days. \ TECO-•- TECO-�' __---- ---------- - -- -- -- -- ------ ------- -- --- `� --I------_. I NEW 2X12 ACQ LEDGER FASTENED W12-1/2"EPDXY FASTENERS @ 16"OC TO I' 4. Failure to notify the architect or the owner of unsatisactory EXIST.CONC.BLOCK WALL- TO BE FILLED W/CONC.@ ANCHOR LOCATIONS HEADER 6. Sillplates shall bepreservative treated wood and be >,-R.':' ,. conditions will be construed as an acceptance of the conditions 1 I 1'6 �-.:. <v [:'•7::77't,;4:', as :gc_" �<':e e. - installed above 16 oz copper termite shield. ADD NEW 6x6 ACQ POST ON v \ ADD NEW 6X6 ACQ POST ON ,• ,.;_ � ,.• :';,,.. ,. _ . 3 .:�Y.m s to properly perform therequired work. 16"MIN.DIA.FTG.@ 3'-0" 16"MIN.DIA.FTG.@ 3'-0" 'i27%'0;'§ ' :" .'' >''"'`t-4'%^' _^ _. s',,,,,,r.,4,,,,,..%4.: BELOW GRADE. I O BELOW GADE. • ";„^} .� ;__ ;_;';=„n, �,„^<; EXIST.HOUSE 7. Shingle siding shall conform to ASTM D 3679 h- D f . . #G REE NE N' 5. The execution of the work constitutes acceptance of the SCREENED PANEL 'SCREENED PANEL requirements and be installed in accordance with the 1 '.4--:-'.'-i,,, ,-',.-- :,„, !> se,R .- conditions. Later claims will not constitute relief from the • „^ N ,,', \:rt,y;,-', requirements of the Building Code of the State of New a requirements of the work, nor will extra compensation be paid s L York and manufacturers specifications. REPLACE EXIST 2X6 W/NEW 5 2-2X12 ACQ GIRDER ASSEMBLED W/2 REPLACE EXIST 2X6 W/NEW ;:, _r, r _'§,:,,','.7-0 .• �, .:‘,;',k,,,,',._, p �I Y STAGGERED ROWS OF 3"SCREWS. I A ,:, ''' bythe owner. 2-2X12 ACQ RIM JOIST. 2-2X12 ACQ RIM JOIST. •' m,° 4- ;'-- -."'' ",.! . Q SPLICES AT SUPPORTS ONLY. t` '` .H sd"��.-'..; :''':!, I ..':' ,,°`•:w..�s";F,.+ GIRDER TO BEAR FULLY PIERS. , a.r 8.An ice shield of self adhering polymer modified REPLACE EXIST.PIER W/NEW O REPLACE EXIST.PIER'W/NEW i� <,^ e'4',:,,,„°' '.''.,; w v:y'',,`, -',,,,,,'"`A' e0, 6. All work is to conform with drawings and specifications of the 6X6 ACQ POST ON 36"MIN.DIA I U VERIFY EXIST.FTG.ON EXIST.CONC 6X6 ACQ POST ON 36"MIN.DIA a' _< ^ e architect and engineer consultants. bitumen sheet shall extend from the eave s edge to a min. FTG.@ 3'-0"BELOW GRADE I o BLOCK PIERS IS 3'-0"MIN.BELOW GRADE FTG.@ 3'-0"BELOW GRADE i i Ai a:'#k-,,_�,,.a o,:", , ,a _,,d\%,`_;x_, of 24"inside the exterior wall perimeter. 0 7 \ N REDUCE HEIGHT OF EJCIST.PIERS TO - \ I ' p _ - - _I ®�ACCOMODF�TE NEW GIRDR -�® - _ - 4 7. The general contractor is to maintain a complete and up I \ I ( r- to date set of drawings on the job site at all times, Energy Conservation Notes \ / ADD NEW 4X4 ACQ POST ON \ / 2X10 ACQ TRIMMER \ / including contract documents and specifications. EAST DECK - BELOIW GRADE FOR RIDGE- N. CL / FRAMING PLAN I POST SUPPORT s I 8. The contract documents and drawings are not to be 1.All building envelope components shall comply with 1/4"=,'-0" REV.2.10.15 25'-104" scaled under any circumstances. Field approvals by the Chapter 6 of the Energy Conservation Code of the State I NORTH ELEVATION architect or owner are required are required for final locations of of New York. I REPLACE EXIST.PIER W/NEW q q 2 I 1/4"=1'-0" 6X6 ACQ POST ON 36"MIN.DIA REV.2.10.15 exterior and interior partition walls, wall openings, electrical I FTG.@ 3'-0"BELOW GRADE outlets and devices including light fixtures, mechanical devices 2. All glazing shall have a max. U Factor of.40. 1-I- and equipment, plumbing fixtures, and decorative [ - surfaces and materials. 3. Ceilings shall be provided with a min. R-19 fiberglass ASPHALT/FIBERGLASS ROOF SHINGLES _ , batt insulation. I ROOFING FELT r ----:- ,-___,.. CIIry[ - sws ....s 1n�w aNNs:N - 1/2"CDX PLYWD.SHEATHING : :': 2X8 16"OC ROOF RAFTERS 9. Furnish and supply all materials, labor, and equipment as LINE OF NEW DORMER LINE OF NEW DORMER /�,. ;� ;, . \ --- -. _. __._ ......_......_.....____-.___.._. ___..__._ 4. Exterior walls shall beprovided with min. R 13 Z I4 required toperform and complete the work indicated in the I I .„....p: ' _.:1-:-_-_-=,---- fi • - ___ --_-EXIST.ROOF-NO CHANGES- _ ,__ ---- _ - _- contract documents and drawings. fiberglass batt insulation. .� -___ _ - fir,. EXCEPT FOR SOFFIT INCREASE_ ' 'I- 2-1-3/4"X 7-1/2"ML HEADER .... �__n....�� 10. It shall be the contractor's responsibility to ascertain 5. Floors shall be provided with min. R-19 fiberglass batt _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ grim \ o- -... ADD 3-1/2"STEEL COL.BEAM SUPPORT ADD 3-1-3/4"X 7-1/2"LVL �� ADD 3-1/2"STEEL COL.BEAM SUPPORT IIIIINIIIIIIIIINI. : �y all prevailing procedures including: storage and toilet insulation. VERIFY INTEGRITY OF FOUNDATION& BEAM UNDER NEW DORMER VERIFY INTEGRITY OF FOUNDATION& �� r�� FTG.BELOW WALL / \ FTG BELOW ADD SHED DORMER&NEW WINDOWS _ facilities, protection of existing work to remain, access to work EN AT EAST SIDE OF EXISTING 2ND FLOOR \ - r �( area, hours of permitted work, availability of water and 6. Basement walls shall be provided with min. R-9 ! I LINE OF EXIST.ROOF BEYOND = \ �T o - w_power, - Polystyrene gI 2-2X12 CONT.RIDGE ANCHOR RIDGE HSE. __-- .. --. ... z electric and all other conditions and restrictions, POl St rene ri Id insulation.PROVIDE MSTA30 OR EQUAL / \ Al cog- ''''''7:, J for this particular location. @ / \ 1 _ 2X6 @ 16"OC STUD WALL W/ METAL STRAPS OVER RIDGE ADD NEW 4 @ 16"OC � NEW R-15 BATT INSUL. ....__ TO ROOF RAFTERS 16"OC � t 11. The general contractor shall take every precaution to 1 TYP. OF APPLICABLE IF • • EXT.WALE SUPPORT v o, S W/ RIDGE'' ♦ c IN \ - M COLLAR TIES ARE PRESENT. , .UPPOII FIN'W/SIDING TO MATCH -- protect the existing work to remain. If work to remain becomes EXIST.8'-0"SLID.GLASS DOOR EXIST.8'-0"SLID GLASS DOOR \ , DD R-15 BATT INSUL.damaged during the course of operations, it will be repaired to -- - I �' "" I-' L. 'ADD,6'OVERHANGS W/ROOFED RETURNS L @---- _ @ \ I III LINE OF EXIST.10"SOFFIT ADD 5-1/4 X16 TRUS-OIIST PSL g AM MING ALL NEW AND EXISTING ROOFS - the owner's satisfaction, at no additional cost. @ \ LINE OF NEW 1 SOFFIT ABOVE EXIST.FLOOR FRAMING - - / / 2-2X6 COLLAR TIES 32"OC H 8 SO IP 2X8 16'OC ROOF RAFTERS -. 12. The general contractor shall obtain any and all permits c -ilii 2-2X12 HEADER 1 required for the performance of the work, and also file the I w W .---,----7,7,-- ,---------,-,,------7-F-77-4 1 ,� (,,� w .'' ` „_:,e. _;,`',�'_'`.I 1-,,,,;,,',', „., - „` . : ADD 3-1/2"STEEL COL.BEAM SUPPORT t' necessary documents with the Department of Buildings in I " o ;a „' .,,. +' I: k: .': -` .,`:;.I EXIST.2X4 WALL , VERIFY INT63RITY OF FOUNDATION& PROVIDE 8-10D COMMON NAILS it I w r l „, ``.' m s-. `.! , FTG.BELOW preparation for permitting. EAST DECK - - -- I;' '`' '' ` ';:: EACH END OF COLLAR TIES TYP. , > w = - > I b - - - - - .SCREENED PANEL , PROVIDE SIMPSON H2/H10 OR N a L a mW °SCREENED PANEL e ` 13. The general contractor shall make the necessary EQUIVALENT HURRICANE TIES TO SECURE ROOF RAFTER TO FLOOR PLAN -O J �p j •_ I,,<s ;'l arrangements to utilities and services temporarily disconnected 1/4"=1'-0" REV.210.15 �w Z NI �w w \' g p Y PLATE AND WALL FRAME. m m d'(n Q N 0:fn ,,,. _ .o..l f ..::d` + , ,III while performing the work as required, and maintained for o�a _ o.4 .,.,- ' I l:'` a ',;777,71 , temporary use. No Z - - - - - - Now �' ~,„ ;E I �` a. }`� PROVIDE SIMPSON LPT4 OR ; x x ± it I EQUIVALENT TO TIE RIM BOARD O 3„ I`>m'` ',I , w 25'-110 waiL :� . 14. The general contractor shall do all cuttingand TO DOUBLE PLATE TYP. � c.;.. co 2-2<12 HEA ER ON X4WOETS N o ;\ }' ,; '•,'‘j,`,,.: •':''''',(%::',',;''';,' ` -I �_ SC 2EE S EXIST.HSE.FRAMING 1E66 chopping for all subcontractors and trades. 1111M----1 2-3'-0"scREENED DOORS - - .. - - _ _ _ - L__ _ �� ` �` \• A I 2-2X10 ACQ TRIMMER I,1 °- �.; 1 II 2X10 ACQ DECK JOISTS @ 16'OC �� PROVIDE SIMPSON H6 OR �' SUPPORT RIDGE W/ I Ai �- 4X4 POST FROM FTG. [4� t 15. The general contractor shall provide proper shoring EQUIVILANTTO TIE WALL STUDS 2-2X12 GIRDER ON 6X6 ACQ POST r 2X12 ACQ LEDGER BOLTED TO EXIST.FOUNDATION OF BOTH FLOORS TO PLATE& �` NEW LANDING&STAIRS o _ __ -_ SECURED W/2-1/2"DIA.THRU BOLTS W/2-1-1/2"DIA.EPDXY FASTENERS W/ANCHORS @ 16"OC and bracing for all remaining structure prior to removal of BAND JOIST @ 16"OC TYP. - - - J c� EXIST.MASONRY BLOCKS FILLED W/CONCRETE @ � °' TREAT ENDS OF POSTS W/ X 2 X 12 ACQ GIRDER 1 ANCHOR LOCATIONS existingstructure. 1 _w (SZ 2 INSTALL POST BASE ANCHOR PROVIDE SIMPSON H6 OR O Z N PRESERVATIVE I EQUIVALENT TO TIE WALL STUDS 1 -� TO PLATE&BAND JOIST @ 16" CC 0/_ 16. The general contractor shall be responsible for necessary OC TYP. H �� I patching and refinishing of the adjacent properties as required PROVIDE SIMPSON LPT4 OR Cr a Z �� 10"DIA.POURED CONC.PIER SECTION #2 EQUIVALENT TO TIE RIM BOARD CO g (SONOTUBE OR EQUAL) 1/4"=1'-0" REV.2.10.15 due to contract work within the project site. TO SILL PLATE a 0 o C 17. The general contractor will be responsible for scheduling all M '`0 "'(5z- \@ g v ( 4X10"4 DIAACQ.CONCSTAIR.FTGPOSTS.@ TO 16"DIA.POURED CONE FTG.@ Mill ►_;� SXX�' 3'-0"MIN.BELOW GRADE 3'-0"MIN.BELOW FIN.GRADE inspections as required, including: PROVIDE APPROPRIATE METAL 1....__./ (a) foundation PLATE WASHER,NUT&ANCHOR7'-1" BOLT TO TIE SILL PLATE TO (b) rough framing MASONRY FOUNDATION TYP @ 6-0"OC FOR 1 STORY,3'-0"FOR (c) rough electrical 2 STORIES. 12"FROM CORNERS& OPENINGS AND BOLTS TO BE MIN. (d) rough plumbing 12"DEEP. (e) final electrical TYP.NAILING SCHEDULE (f) finish 18. Surplus material of every character resulting from the work, - - - - _ - - _ -- - _ - ---- --___ - _ -_ -- which may be left over during the work and after the work is SCHERER RESIDENCE - _ ---- =-=-- [- -- _ = - - - - - __ - __F___ - - NEW SHED DORMER EXISTING SECOND F -- --------------- ---- - -- completed, _- - - - LOO completed, shall be hauled away and the site left entirely clean 1015 BUNGALOW LANE - - - -- -- - - -- -- - - -------.. .____-- __ _-__ -___ -_-__-_--__-- ____-._...__ __--_ ___ and unobstructed on a regular basis. -___ -_ -.... - \ __ _ -- _ -__ __-- __ _- _ --- -- i - - _ _ ._..._ ..._._._. -.... -- - ---- -- - - _ - . - -- -_._: __.__... --------.._..._..- ___._...._.___._--.._....._.-._..._-__---_---- : - MATTITUCKN-Y. �----, -- - - - , _ 1__ 1 19. Execute the work in a careful and orderly manner with w LL I -----wt i ____- the least possible disturbance to the public. - o - OVERHANG / ot- / ---- -_ ----- O O OVERHANG / 4'-8"X/2'-4"A�SMING I 4'-8"X/2.4"AA�NING / \ .. CC,- ----------=- - --- - / \ /�WINDOWS\ / \ / \ / \ -ti - --oi-, - f WINDOWS\ / \ / N / = -i .I_ DECK CONVERSION - 1'6"� 20. The general contractor is solely responsible for construction X / \ / \ / \ / / \ -XT- _wt / \, / \ / \ / \ / \\ x,_ - w WALL / \ r \ .. �# w .................................._... WALL -safety and shall hold the owner, architect, and O ____-_-____O I _______ O i """" """o assigns harmless from litigation arising out of the -Z - - - - / �� z I Z ___ .. -- - Z'DORMER ADDITION • f ..._"_._:____._.____,_r____;"-' -'--- ASPHALT/FIBERGLASS ROOF SHINGLES / � 7 ASPHALT/FIBERGLASS ROOF SHINGLES - ;_ _,� ''�;-•°°•_°•° °-°= - - -•-^- •_ -•-_�I-- - contractors failure to provide necessary construction safety -- - -ROOFING FELT / _-� _------------:--1===- __-_--_-_:--ROOFING FELT-==- -- --- --1/2"CDX PLYWD.SHEATHING----_- - / 2 CONT.RIDGE \ -- - ------ +-------- - 1/2"CDX PLYWD.SHEATHING -i' -----_"- means and methods. --_.-- - - „ - - ---11--- '--7,-,::::7-:::-::::1____7_------7-= 1 2X8 16 OC ROOF RAFTERS _:=:-I_:... I'"" ` ... ----_. . ...... .:7-:-.=-7.-7-77-=.2-=.7.7-77.- @ ..... 2X6 COLLAR TIES W/ \ - ------------..._........._......_....._..._......._.._. _... ...,_..--;-:-_:_;_- _2X8 @ 16 OC ROOF RAFTERS:_... .� �'� =-- . .... ....._..:......- -- -/ VERTICAL SUPPORTS �\ _ ( -,.<"e:7 a ..,, ..„ I '1..` ^'.. i a I I'\�.- �-- ..I. „ - EXTEND RAFTE-S TO------ --- -- - -- --- ----- EXTEND RAFTE-S TO - -------, press START 1/4 - 1'-0" 1.23.15 CREATE 18"SOF=ITON_�_ 12----------------- 2X4- / --- - - - - - - _` :", --------- 12 21. Perform the work In accordance with the highest standards - -4� / - I------- CREATE 18"SOF=1T ON 4REMOVABLE S PEENED'PANELS ' _;;I I,:,' ALL SIDES EXIST ROOF _ ____ _____-- - _ % _I ALL SIDES EXIST ROOF - -- - COLLAR TIE FASTENED W/ /8 BOLTS \ x m. ;' .' s and established practices of the trade, and conform to all village, ADD GUTTERS&_FADERS -- -_-_ - CO S S 5 ADD GUTTERS&_FADER$-- _ ., �.. . �•_ ___ GEOGRAPHIC AND CLIMATE DESIGN CRITERIA TODRYWELLS - 71.-.. TODRYWELLS { -- , . . state, and federal authorities having jurisdiction over this work. : -__ . / � -- --- ----- - � � I �.: �.�. �.��:�� - GROUND SNOW LOAD 45 pSI II__-___ 2-2X12 HEADER-PLACE TO ALLOW FOR _ _ WIND SPEED 120 MPH 18"SOFFIT TO ALIGN W/MAIN HSE.SOFFIT III P22. Work specified shall be performed by subcontractors SEIMIC DESIGN CATAGORY e 1'-6" - -t`-," _ = 1-1'-6" WEATHERING SEVERE ADD 18"RAKE TO / - ADD 18"RAKE TO / - I r17:77 .. .r _, 7,-:,- ,w_7.7-'77,77.--7, - ---_--: regularly engaged in the supply and installation of work FROST LINE DEPTH 36" EXIST GABLE. EXIST GABLE. I I i , [ : l•' ''+' `.:: ,.0 EXIST.8'-0"SL C GLASS DOOR EXIST.8'-0"SLID.GLASS DOOR TERMITE MODERATE TO HEAVY REPLACE EXIST KITCHEN WINDOW - REPLACE EXIST KITCHEN WINDOW required by these specifications. - � '; � ' " £ r ! � ` DECAY SLIGHT TO MODERATE 2-3'-0"6 T-0"SORE EKED ' I ,. WINTER DESIGN TEMP 11 -83 _ w Cn m°K R DOORS 14X4 RIDGE SUPPORT REMOVABLE SCFEENED PANELS, I' ICE SHIELD UNDERLAYMENT REQUIRED 23. It is the intent that the contract documents and bid ° z °' . FLOOD HAZARD AS NOTED N z ! `, ., ' ', - O I , . specifications include all labor and material to accomplish a • i L. a installation. a � - _ __._ ___ _ _ �_ ___._.- ..- comp complete - r -- r- - ' a . REMOVABLE SCREENED PANELS I I &' ,:", s'' ' Lai --1 n 5/4"DECKING w - BuildingDepartment Information .,„ x :° 1 I '„ +, . I� �, N STEP DOWN FROM EXIST.SLID.GL.DR. 3/4 CDX PLYWD.SUBFL I, PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE � � ,I � 1 I Z } a u SQUARE FOOTAGE. EXISTING: PROPOSED = 1 r:' ' } Y` BASEMENT: 1167 SQ.FT ADD ROOF AND SCREENED PANELS TO EXIST 254 SQ.FT. DECK . . . . . ,n e e k.., ,n • It • It e 11 e AL �n �ne -,��FIRST FLOOR: 1167 SQ.FT. ADD 234 SQ. FT. SHED DORMER TO EXIST. 2ND FL. 2-2x12 RIM JOIST oN 6x6 ACQ POST Eli l �N �N ESS\0 SECOND FLOOR 668 SQ.FT. SECURED W/2-v2"DIA THRU BOLTS ATTIC NA \ 2X8 ACQ DECK JOISTS @ 16"OC-TECO TO NEW LEDGER I I I 2X12 ACQ LEDGER BOLTED TO EXIST.FOUNDATION DESIGN LOADS: ROOF-DEAD LOAD 20 psf SNOW LOAD 45psf W/2-1-1/2"DIA.EPDXY FASTENERS W/ANCHORS @ 16"OC ,II I I TREAT ENDS OF POSTS W/ EXIST MASONRY BLOCKS FILLED W/CONCRETE - SECOND FLOOR NON SLEEPING AREA- DEAD 20psf LIVE 40psf p @ PRESERVATIVE J- ANCHOR LOCATIONS ATTICS WITHOUT STORAGE-DEAD 10psf LIVE 10 psf WITH STORAGE; DEAD 10 psf LIVE 20 psf INSTALL POST BASE ANCHOR - I l I I I STAIRS: DEAD 10 psf LIVE 40psf GUARDRAILS&HANDRAILS: DEAD 5psf LIVE 200psf WIND ZONE 120 mph,Zone III-WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE 10"DIA.POURED CONC.PIER m II I (SONOTUBE OR EQUAL) REPLACE EXIST.PIER W/NEW ADD NEW 4X4 ACQ POST ON I REPLACE EXIST PIER W/NEW PROTECTIVE GLAZING PANELS 1/2"PRECUT PLYWD. PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS,APPROPRIATE 6X6 ACQ POST ON 36"MIN DIA I I 36"MIN DIA.FTG @ 3'-0" 6X6 ACQ POST ON 36"MIN DIA I I ATTACHMENT HARDWARE SHALL BE INCLUDED. PANELS SHALL COVER ENTIRE GLAZED OPENING. FTG.@ 3'-0"BELOW GRADE BELOW GRADE FOR RIDGE- FTG.@ 3'-0"BELOW GRADE LUMBER SPECIES&GRADE DOUGLAS FIR-LARCH SELECT STRUCTURAL GRADE Fb= 1450 psi 16"DIA POURED CONC.FTG.@I_I POST SUPPORT I-I- - - -I- ENGINEERED LUMBER LVL 1.9E Fb 2600psi& 11-7/8"TJI 560 SERIES MAX.VERTICAL SHEAR 2050 lbs. 3'43"MIN.BELOW FIN.GRADE SECTION #1 r - - - 1 I - - - I - - - - -I NAILING FLOORS-1 LAYER 3/4"CDX PLYWD.& 1 LAYER 1/2"PTS FIN.SURFACE 1/4"=1-0" WALLS-1 LAYER 5/8"CDX APA RATED, NAILED WITH 8D @4"O.C. @ EDGES,6"O.C. @ INTERIORS IF PNEUMATIC GUN IS USED NAILS SHALL BE.097-.099 1-3/4"3"O.C. EDGES,6"O.C. INTERIOR EAST ELEVATION ROOF-1 LAYER 3/4"CDX APA RATED NAILED WITH 8D @ 4"O.C. @ EDGES,6"O.C. INTERIORS. IF PNEUMATIC GUNS ARE USED-NAILS SHALL BE.097-.099 NAIL, 1-7/8", 3"O.C. EDGES,6"O.C. INTERIOR. 1/4"=1'-0" REV.2.10.15