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����sUnc,r�oG TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41433 Date: 3/17/2017 Permission is hereby granted to: Hirsch & Company LLC 25 N Ferry Rd PO BOX 2012 Shelter Island, NY 11964 To: demolish existing dwelling and construct a new single-family dwelling as applied for per ZBA, DEC, Trustees & SCHD approvals with flood permit. At premises located at: �� � I\ ���-� eQ / �� 980 Oak Ave., Southold _J l SCTM # 473889 Sec/Block/Lot# 77.-1-6 Pursuant to application dated 2/8/2017 and approved by the Building Inspector. To expire on 9/16/2018. Fees: DEMOLITION $375.40 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $957.20 Flood Permit $100.00 CO -NEW DWELLING $50.00 Total: $1,482.60 Building Inspector J 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. I— , — I � New Construction: y Old or Pre-existing Building: (check one) Location of Property: EE� =�V_ 5'}TTINAOL.l� a•y I ` \9 1=4 House No. Street I Hamlet Owner or Owners of Property: 41 eo L Suffolk County Tax Map No 1000, Section 77-7 Block Lot L= Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check on Fee Submitted: $ ✓" Appli nt Signa ure ir FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) -------------------------------------- t3 c FOUNDATION (2ND) tri Z -2)O cp ROUGH FRAMING& ® t=i PLUMBING y J . o INSULATION PER N.Y. y STATE ENERGY CODE FINAL 4- ADDITIONAL COMMENTS — -"!3- O �z � rn X b. \z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board appy val A FAX: (631) 765-9502 2 Survey South oldTown.NorthFork.net PERMIT NO. J Check Septic Form N.Y.S.D.E.C. Trustees D C.O.Application v Flood Permit Examined ,20 DD , Single&Separate E E B — $ 2017 Storm-Water Assessment Form Contact: Approved_ ,20Mail to:NAm> \A kG��.c, BUILDING D �'PT. ` Disapproved a/c ; 0WN OF'SOUT;HOLD P 1 Expiration '20 D B ' i nspector DEC 2 n 2016 APPLICATION FOR BUILDING PERMIT BUILDING DEPL Date TOWN OF SOUTHO$,DO 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 fo scale. Pee acdording 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 ameridments 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 Buildin epartment,for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffo County,New York, and'other applicable Laws, Ordinances or Regulations, for the construction of buildings, addition , or alteratio r for r moval or demolition as herein described. The applicant agrees to comply with all applicabl laws, dinances uildin o ,housing code, and regulations, and to admit authorized inspectors on premises and in bui d g or neces inspe S. l V c:/, �A k Q-sc x-x �co LLc (S' nature of applicant or name,if a corporation) (Mailing address of appli nt) State whether applica is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nai of owner prem' sC —'CGp\O C ® L UZ,- (As on the-tax rol or latest deed) applicant is c on si ature of duly authorized officer L4- I CIO (Na e and title of corporate officer) Builders cense No. Plumber Licen se No. Electrici ns License No. Other Tra License No. 1. Location of land on which proposed work will be done: 4'F1 125 C:> 5'T" - Soy►—rte-�ati.. V-4 \ \C-1—1 House Number Street Hamlet County Tax Map No. 1000 Section 77 'A1`ock =�! 1I 1A i` - `r! i I t j Subdivision Filed Map No. _Lot 12. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy N �. b. ,Intended use and occupancy L►`1 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work I - - GG ; (Description) 14. Estimated Cost-� 2. 5 _ _ — ' -(T6 be paid on filing,this ap lication) I5. If dwelling, number of dwelling units 'a_s Number of dwelling units"op each floor-, A If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. j xJ 7. Dimensions of'etin structures if any: Front --Rear' 2-d -tet �� g � Y' '4�:2`•—G' ••3 Depth epth .,,----•Number of Stories is,.� Ftsl• Iti�ru.,.J•,:: Dimensions of same struct, gwith alterations or additions: Front Rear Depth r`.t -Height Number of Stories t ' ` I8. Dimensions of entire new construction: Front?2 t�-a� Rear—F;2 � 1_ �l Depths ^ O 1 %1 Height ,,,. Number of Stories lk 19. Size of'lot.'Fr`ont r'` ' `j A Rear 'Depth I I 10. Date of Purchase Name of Former Owner V to Sac> L.L., it 1. Zone or use district in which premises are situatedloon 12. Does proposed construction violate any,zoning•law, ordinance'or regulation? YES „NO ,13. Will lot be re-graded? YES V/NO Will,excess fill be removed from premises? YES I NO �14.Names of Owner of premises V-SC\-a A 6AD Addreps�� 0V 20IZ Phone N1-491.44 31 Name of Arch'itec bias%.--%A .r(•y F-C"' Address Phone N6,-3 1 A7jS 233 7 Name of ContractdV jq- L 1�Gn l.jAddre dC�C 2b 12 Phone I�;31 �q 1 A4 31 t4 t 19 6LA 15 a. Is this property within 100 feet of a tida'twetland or a freshwater wetland? *YES NOO' * IF YES, SOUTHOLD TOWN TRUSTEES &b.E.C. PERMITSA4AY BE REQUIRED_ I b. Is this property within 300 feet of a tidal wetland? * YES,` • NO * IF YES, D.E.C.PERMITS MAYBE REQUIRED., 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 117. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. I 118. Are there any covenants and rest'rictibns'with'respect to this property? * YES NO * IF YES, PROVIDE A COPY. i i STATE OF NEW YORK) , S: COUNTY OF� i being duly sworn, deposes and'says that(s)he is the applicant (Name of individual signing contract)above named, I(S)He is the C (Contractor,Agent, Corporate Officer, etc.) i I �of said owner or owners, and is duly authorized to perform or have performed the said work and to makI and file this application; 1that all statements contained in this application are true to the best of his knowledge and belief; and thatihe work will be' performed in the manner set forth in the application filed therewith. t Sworn to before me this j day of F210YU 2017 Notary PubliU TRACEY L. DWYER SIgffature of Applicant! I NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY,,� COMMISSION EXPIRES JUNE 30,201 r BOARD MEMBERSSouthold Town Hall � Leslie Kanes Weisman,Chairperson ����$DUryOI 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �� �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l'yCOU �� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD " 9.36q)q Tel.(631)765-1809•Fax(631)765-9064 M Af 2 99/ 2015FINDINGS,DELIBERATIONS AND DETERMINATIO LL , MEETING OF MAY 21,2015 Wuthold Town Clerk ZBA FILE: 6845 NAME OF APPLICANT:Richard Trownsell,David Trownsell,Karen Feuerman PROPERTY LOCATION: 980 Oak•Avenue(adj,to Goose Creek), Southold,NY SCTM# 1000-77-01-06 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 H 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 February 6, 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 March 26, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to 'this department, 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 located in the R40 Zone District containing 9800 sq.ft. and is non-conforming. It is improved with a one story framed dwelling. It has 70.00 feet of frontage on Oak Avenue, 140.00 feet along the western property line, 70.00 feet on Goose Creek and 140.00 feet along the eastern property Iine as shown on the survey dated May 15, 2013 last revised May 5, 2015 prepared by Nathan Taft Corwin,III,LS. i BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116B and the Building Inspector's December 22, 2014 Notice of Disapproval based on an application for building permit for demolition and reconstruction of a dwelling with deck addition, at; 1) less than the code required minimum single side yard setback of 10 feet,2)less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variances for demolition and reconstruction of a dwelling with a deck addition at 66 feet from the bulkhead where the code requires 75 feet and a side yard setback of 5.5 feet where the code requires a minimum side yard setback of 10 feet. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant, on May 6, 2015, submitted a plan increasing the bulkhead setback to 69.4 feet and eliminated the need for a side yard setback variance,bringing the plan into more conformity with the codes. e Page 2 of 3—May 21,2015 ZBA#6845—TrownselltFeuerman SCTM#1000-77-1-6 All as shown on the Survey/Site PIan prepared by Nathan Taft Corwin, III, L.S., dated May 15, 2013 and LAST REVISED May 5,2015,amending the original application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on April 2,2015 and 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 finds 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 proposed dwelling and deck addition will be similar to dwellings that exist in this neighborhood,therefore causing no change to this neighborhood's character. 2. Town Law $267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The septic system restricts the applicant from locating the proposed dwelling at a conforming bulkhead setback. 3. Town Law X267-b(3)(b)(3). The variance granted herein for a bulkhead setback is not mathematically substantial,representing 8%relief from the code. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management. 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,pursuant to the Amended Application, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing a new dwelling with deck addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Dantes, and duly carried,to GRANT, the variance as applied for, pursuant to the Amended Application, and shown on the Survey/Site Plan prepared by Nathan Taft Corwin, III, L.S., dated May 15, 2013 and LAST REVISED May 5, 2015, amending the original application. 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 front 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 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 t Page 3 of 3—May 21,2015 ZBA#6845—TrownseWcuerman SCTM#1000-77-1-6 Pursuant to Chapter 280-146(3) 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 Homing,Dante,Goehringer and Schneider. Absent was:Member Weisman (Chairperson).This Resolution was duly adopted(4-0). Leslie Kanes Weisman,Chairperson Approved for filing /a 7 /2015 i I i \ SURVEY OF P/0 LOT 297 & LOTS 298, 299 & 300 , MAP OF GOOSE BAY ESTATES FILE No. 1176 FILED NOVEMBER 13, 1934 SITUATE t1•AQ �4,8 `\ ty SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 5a° ° o \ , `�s• \ oa�ti S.C. TAX No. 1000-77-01—06 02� .\?o•. SCALE 1"=30r RECE MAY 15, 2013 IVeo PtL�O 4. ova'° `p9 \� x•96' Ooy��� — - MARCH MAY 5.•2015 ADD PROPOSED ADDITIONSS �Ar B 2015 a9 AREA = 9,800 sq. it. ZONING 80 `flm,r\s\s °es,f� �O h d 0.225 Co. ARO Op AppfA `°� ?•'Q- oo \•o"'Pi \\/ �A•H1--� 9.! \N H �Q��'�t 0 S ° F, �• d 'f h 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM a� y�o O T, ✓e / `\ 99. EXISTING ELEVATIONS ARE SHOWN THUS:s. ` y EA1 - Fersr noon O CFL rY 00\ J�, / N/ P.L \ — FJNAGC FLOOR by�O• s >'� /Fes`;'' �."; ".F`, \P 1' O To _ TOP of au HEAD �' 11 `f 3�s r,r•. O- y 8 Sam.of 8uL m \ �°e Q+� �•>:,3h' / A\ �q•'� 2. FLOOD ZONE INFORMATION TAKEN FROM: '\ /G 27,. 4H •'••�'. K \_Y i° i FLOOD INSURANCE RATE MAP No. 36103CO166H `\ >� A,� ,.!•9',n•F� F /�C \ ZONE AE' BASE FLOOD ELEVATIONS DETERMINED "' '\/�y ZONE X': AREAS OF 0.2%ANNUAL CHANCE FLOOD:AREAS OF 1%ANNUAL `\ O 19, CHANCE c�'.•4ra�/ / 'PFrm i CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT •� v\ �� /,�/ \� 'T r OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: Q\l v7o AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD-Ili - ZO X• V PREPARED IN ACCORDANCE WITH THE MINIMUM BUSH A \� "``���\ 4F ` By THE DL5 FOR ANDITLE SURVEYS AS D ADOPTED `\\J BY THE LIALS AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND 9 l9b ��� �'-\ \ '� °�yF >x°°� FINAL MAP TLE ASSOCIATION. Q. 01-4 'r -10 \ \ �' °'°% a��� �� REVIEWED BY ZBA 90� \ \�0 �'� 5 SEE DECISION#6W �+ DATED / 021 / b jr 0 NY.S LUc No 50467 _ PROPOSED TOTAL LOT COVERAGE "' UNALITHOR12E0 ALTERATION OR ADDITION Nathan Taft Corwin III 10 THIS SURVEY IS A VIOLATION OF DESCRIPTION AREA Y.LOT COVERAGE SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW HOUSE 1,028 sq it 10.5% COPIES OF 71 IS SURVEY MAP NOT BEARING Land Surveyor PROPOSED BUILDING COVERAGE THE LAND SURVEYOR'S INKED SEAL OR FRONT PORCH 36 sq ft 0.4% EMBOSSED SEAL SHALL NOT BE CONSIDERED 10 BE A VALID TRUE COPY FRONT STEPS 26 sq fl 0 3Y. DESCRIPTION pRFA X LOT COVERAGE ; CERTIFCATIONS INDICATED HEREON SHALL RUN Successor To Slonley J Isaksen,Jr I.S. HOUSE 1,028 sq fi. 10.5% l� ONLY TO THE PERSON FOR WHOU THE SURVEY Joseph A.Ingegno LS DECK WITH STEPS 210 sq f1 2.1Y. r' TITLE PREPARED. OMPS GOV°ERNUENTA�ENCYTAN° The Surveys—Subdv,wons — Sde Plans — Consfruci,on Loyoul TOTAL 1,302 fl 13 3% FRONT PORCH 36 sq. R. 0.4Y F LENDING INSTITUTION LISTED HEREON AND sq TO THE ASSIGNEES OF THE LENDWO.WSTI— PHONE(631)727-2090 Fax(631)727-1727 TOTAL 1,064 sq. ff 10.9% YLTION CERFIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCA7E0 AT LWLIND ADDRESS I THE EXISTENCE OF RIGHT OF WAYS 15Bfi Main Roatl AND/OR EASEMENTS OF RECORD,IF 10 Bax 16 ANY.NOT SHOWN ARE NOT GUARANTEED Jamesporl, New York 11947 Jamesport.New York 11947 i John M.Bredemeyer III,President _a```�o� S�Ury Town Hall Annex Michael J.Domino,Vice-President �OV� Ol0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith [ Southold,New York 11971 A.Nicholas Krupski G Q .�+ ® Telephone(631)765-1892 Charles J.Sanders O a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 21, 2016 Hirsch & Co. LLC c/o Vincent Seddio P.O. Box 2012 Shelter Island, NY 11964 RE: 980 OAK AVENUE, SOUTHOLD SCTM# 1000-77-1-6 Dear Mr. Seddio: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, September 21, 2016: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit #8664 from Richard Trownsell, David Trownsell & Karen Feuerman to Hirsch & Co. LLC c/o Vincent Seddio, as issued on August 19, 2015. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, John M. Bredemeyer III, President Board of Trustees JMB/dd c HIRSCH & CO. LLC PO Box 2012,Shelter Island, NY 11964•Tel: (631)491-4431 • Fax: (631)491-4434• Email: Hirschplumbing@gmail.com Plumbing Contractor•Licensed Plumbers 9/6/16 Town of Southold Attn: Board of Southold Town Trustees RE: 980 Oak Ave Southold,NY Permit Transfer Permit# 8664 To Whom It May Concern: Please be informed that we are the new property owners of the above referenced location. We have recently made application to transfer the current wetlands permit from the previous owners to ourselves. We've been advised that the board hearing will be held on September 21St,2016. We are enclosing copies of both preliminary floor and site plans which our architect has prepared in advance. It appears that his proposed plans to conform to what is outlined in your existing"authorization"Permit# 8664 dated August 19th 2015. Please note that both Suffolk County Department of Health and D.E.0 permits have already been transferred to us. We trust this meets with your approval and appreciate your cooperation. Thank You, Very Truly Yours, Vincent Seddio Iv 14F A BOARD OF SOUTHOLD TOWN TKUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8664 DATE: AUGUST 19,2015 ISSUED TO: RICHARD TROWNSELL,DAVID TROWNSELL &KAREN FEUERMAN R PROPERTY ADDRESS: 980 OAK AVENUE, SOUTHOLD SCTM# 1000-77-1-6 tit AUTHORIZATION Pursuant to theprovisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 19,2015,and in consideration of application fee in the sum of$250.00 paid by Richard Trownsell,Dayied Trownsell& Karen Feuerman and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Peimit to remove existing dwelling and construct new one and one-half story, single-family dwelling with a new 1,026sq.ft.foundation; 189sq.ft. deck on seaward side; 365sq.ft.covered front entry deck; and abandon existing sanitary system and install new sanitary system landward of dwelling; with the condition of the installation of gutters to leaders to drywells to contain roof runoff,and in accordance with Chapter 236 of the Town Code; and as depicted on the survey prepared by Nathan Taft Corwin III,last revised on Miy 5,2015, and stamped approved on August 19,2015. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Hn Mm am,, µ c NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03153 PERMIT Under the Environmental Conservation Lawn ECL Permittee and Facility Informgation Permit Issued To; Facility: KAREN FEUERMAN t' FEUERMAN PROPERTY 28 CREEKVIEW DR 980 OAK AVEISCTM 1000-77-1-6 IRVINGTON.VA 22480 SOUTHOLD,NY 11971 (310)740-4432 Facility Application Contact: MATTHEW SHERMAN SHERMAN ENGINEERING& CONSULTING PO BOX 8481 CHRISTIANSTED, VI 00823-8481 (631) 831-3872 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 716.714 NYTM N: 4547.103 Lalitude: 41'02'46.8" Longitude: 72'25'17.4" Project Location: 980 Oak Ave - Watercourse-Goose Creek Authorized Activity: Reconstruct existing single family dwelling, deck,portico and septic system. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 12/23/14. , Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-03153/00004 New Permit Effective Date: 12/23/2014 Expiration Date: 12/22/2019 , NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790-3409 Authorized Signature: ,�i` 1` -yam Y, Date/�/,- / ;';' Page 1 of 6 JaL NEW Y09K STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC IID 1-4738-03153 Distribution List MATTHEW SHERMAN Habitat-TW LAURA J SCOVAZZO ,nfj } Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. most Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Concrete Leachate During constriction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary-, Page 2 of 6 NEW FORK S BATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03153 ''. Seeding]Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions-favor germination. s. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 9. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 10. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 11. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 40 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good:,-Rmctional condition until the project is completed and all disturbed areas are stabilized with vegetation. 12. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 13. Direct Runoff Away from 'Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools)shall be located a minimum of 2 feet above seasonal high groundwater. 15. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 16. Custom Vegetated Buffer To protect the values of the tidal wetlands, a permanent buffer zone shall be established. The area extending twenty feet Iandward of the existing bulkhead shall remain as sand or other non-turf,pervious ground coyer. If desired, the permittee may plant this buffer zone with native upland vegetation at appropriate,densities. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC IID 1-4738-03153 17. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if. upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State,and to such extent and in such time and manner as the Department-of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 1s. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants,epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 20. Conformance With Plains All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Matthew Benjamin Shennan revised 10/25/14. 21. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with 'this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 4010). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 F NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03153 A copy of this permit,including all referenced maps, drawings and special conditions. must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modif o4tion or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. s. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; C. exceeding the scope of the project as described in the permit application; d. newly discovered material infditi tion or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03153 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC")for all claims, suits, actions,and damages; to the extent attributable to the permittee's acts or omissions in connection with the pennittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Pale 6 of 6 ` rLi APPLICATION W PAGE- 1 of 4 `- TOWN OF SOUTHOLD F LOODPLA.IN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTI N I: GENERAL PROVISIONS APPLICANT to read and sign): 1. No work may start until a permit is issued- 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY THA � ALL STATEME HEREIN AND IN ATTACHMENTS TO - THIS APPLICATION ARE,TOI TH BEST -F M WLEDGE,TRUE AND ACCU TE. (APPLICANT'S Sk,*ATURE)` �` ���— DAT Zl� E SECTION-2: PROP SED D ",LOPMENT b be com feted bv-APPLICAN NAME ADDRESS TEL Y -NE APPLICANT 2 Ll C//v Z BUILDER ENGINEER PRO=LO=ON: To avoid delay in processing the application. please provide enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. ()AIL FDP(93) APPLICATION P PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE W New Structure &Residential (I-4 Family) ❑ Addition O Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproof-ing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT 5 B. OTHER DEVELOPMENT ACTIVITIES: ill ❑ Miuing O Drilling L9/Grading IV Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifica(ions) R'Drainage Improvements_(Including Culvert Work) .❑ Road. Street or B.dge Construction O,Subdivisiou (New or Expansion) CY Individual Water or Ser System O Other (Please Specify)' After completing SECTION 2, APPLICANX should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION o be enm lei d by CAL ADhiINI RATOR The proposed development is located on FIRM Panel No. . Dated Tbt:Proposed Development- 0 Is hIQ'I:located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMF.NC PERMIT IS REQUIRED). ❑Is Iocated in a Spedal Flood Hazard Area. FIRM tone designation is 100-Year flood elevation at the site is: FNGVD (MSL) O Unavailable 0 The proposed development is located in a floodway. FBFM Panel No. Dated O Sec Section 4 for additional instructions. SIGNED DATE APPLICATION a ' PAGE 3 OF a SECTION 4 ADDITIONAL INFORMATION( RFOUIREI) (To he completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all c nsting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale,and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement),types of water resistant materials used below the fust floor,details of floodproc ng of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new rdl elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) FC NGVD (MSL). For floodproofed structures, applicant must attach certifiration from registered engineer or, architect. ❑Certificationn from a registered engineer that the proposed activity in a regulatory floodwa} will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting<rhis finding must also be submitted_ ❑ Other: E 5: PERMIT D RMIN i N coin leted LAMAIHI T R I have determined that the proposed acCrAty. A.❑ Is B.❑ Is not in conformance with provisions of local Law # . 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE jf BOX A is checl;cd, the Local Administrator may issue a Development permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals APPLICATION a PAGE40F4 APPEALS Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes O No Conditions SECTION G AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application) Complete i or 2 below. I. Actual (As-Built) Elevation of the top of the lowest floor,including basement in Coastal High Hazard cas, bottom o[lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL)_ NOTE: Any work performed prior to submittal of the above information is at the risk of tote Applicant. ECTION 7: COMPLIANCE AMON o be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ONO DATE BY DEFICIENCIES? 0 YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPI.IANCEfTo be completed by LOCAL ADMINISTRATORI Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING ❑ EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) Sco�.t A. Russ,ell ��°Su STORNIWA\T]ER SUPERVISOR 1�M1AN A\(Gr1E1�M[1EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 tsa 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JAN 17 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑E?fA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑E4'*OB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑EfC. Site preparation on slopes which exceed 10 feet vertical rise to 110 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal 04 erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Inform5ijD5ate & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed eck List o ilding Department with your Building Permit Application. APPLICANT (Prope Owner,D ign Professional, o nt.Cont ctor,Other) S.C.T.M. #: 1000 Date �''7► Distract i — � NAME.j� I I- — Section Block Lot enp �'S° xk%• FOR IiLiILI}1\C� DEP�1."1'111:N`I I,�C OCL s Cont Information rd•piw,e.�'�mlzr. — ^ — �,E Reviewed 13y- Date: Property Address / cation of Construction Work: — — — — — — — — a — — — — — — G� j, Approved for proceaaing Building Permit ak ® Stormwater Management Control Plan Not Required. SoLffl�,oic� N Stormwater 1.4anagernent Control Pian Required. (Forward to Engineering Department for Review) FORM z SMCP-TOS MAY 2014 APPLICA_N S.C.T.M, *: 1000 CHAPTER 236 (Property per,Design Professional,Agent tractor,Other) apSUFtq�r VV4C — '�' ��� Stormwater Management Control Plan CHECK LIST N M+4 SC: Sion Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. �2-4 Date: ?`yol y all Information that has The applicant must pbeenRequired b t tl exfollowinn Checklist!ason fonot providing I A Site Ian drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Lo anon & Description of Property Boundaries 0 b. Total Site Acreage. 0� c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ODlCitide imited to'. e. Limits of Clearing & Area of Proposed Land Disturbance. 00n Entrance, f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 000stntion & g. Location of all existing & proposed structures, roads, ire oils. driveways, sidewalks, drainage improvements & utilities. O0 Seeding h. Spot Grades & Finish Floor Elevations for all existing & O� proposed structures. I Location of proposed Swimming Pool and discharge ring. 0 nRA1ftIAGF INSRKTIONS ARE REQUIRED j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). FZ] Ba OEM! E)R Provide E,igh em's em tifin tion I Location of proposed concrete washout area(s). ,that m. Location of all proposed erosion&sediment control measures. �0 Code. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2')inch �00 rainfall/storm event. n 3 Details&Sectional Drawings for Stormwater practices are required for approval. U Items requiring details shall include but not be limited to: a. Erosion & Sedlrnent Controls. b Construction Entrance & Site Access. O00 c. inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 000 - BTJMD K- d. Leach ing Structures (e g. infiltration basins,swales,etc.) TOWN OF S t _ __ _-______._.___. __.___ _. " _.._ ____._-- ----- - !'!1R I.�(allrlil:ltl! ' 1 :PARTfV NNT USE ONLY i Additional Information is Required. %`+reviewed & I F� Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — - - — — — — — — — — — — — — — — — — — l Stormwater Management Control Plan is Complete. Date: { e,( /7 SMC_P has been approved by the Engineering Department. I FORM # SWCP Check List - TOS MAY 2014 EL-IZABLTHA.NEVILI.'i,1�1V<C Town Hall;5309511ain Road TOWN.CLEIIKR '` P.O.Box 1179 � 'fie. Southold.New Yozk !1971 631 REGISTRAR OF VITAL STtiI'iSTICS Fax'�'® �'� � ( )765-6145 MNRRIAGE OFFICER ,��� Telephone(631)765-1300 RECORDS MANAGEMENT OFFICER 0 1� ww w.southoldtownny.gov FREEDOM OF IiQFORMATIONT OFFICER OF'F'ICE OF THE TOWN CLE,RK TOWN OF SOUTHOLD SOUTHOLD WATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 4463 R Residential X Non-Residential - Fee $ 10.00 Septic X Cesspool - PERMIT ISSUED TO: Name : VINNIE & KYLE SEDDIO Address 1: 25 N. FERRY RD/P.O, BOX 2012 City St Zip SHELTER ISLAND NY 11964 Descripton of Proposed Construction or Alteration SANITARY SYSTEM FOR SINGLE FANTLY TAnIEL= APPROVED AS SUBMITTED AND AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. FINAL APPROVAL REQUIRED FROM THE SUFFOLK COUNTY HEALTH DEPARTMECu.REF #:R10- 15-0067 Name Of Owner V.INNIE & KYLE SEDDIO ------------------------------ Mailing Address 1 25 N. FERRY RD/P.O. BOX 2012 ------------------------------ ------------------------------ City St Zip SHELTER ISLAND NY 11964 -------------------- -- ---------- Property Address 1 980 OAK AVE ------------------------------ ------------- City St zip SOUTHOLD --- NY 11971 Tax Map No. section 77.00 block 1 lot -6_000 Cross Street CEDAR DR ---------------- Building Permit Number Cross Reference: ------OJ------------ issue Date: 2/15/17 Elizabeth A. Neville Southold Town Clerk Joseph Kearns - Senior Supervisor nationalgrid Customer Fulfillment Department December 5,2016 Hirsch & Co. C/o Vincent Seddio P.O. Box 2012 Shelter Island, NY 11964 Email: HIRSCHPLUMBINGI.ta'�l__GMAIL.COM National Grid WO# T101905425 Service Address: 980 Oak Avenue Southold, NY 11971 To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"811",or the local number for NYC/LI area, 1-800 272-4480.This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions,kindly contact me at 631-348-6218. Res ectfuliy, Joseph Kearns Senior Supervisor Customer Fulfillment Gas NY 1650 Islip Ave,Brentwood,NY 11795 T.-631-348.6218 R 616-545-2333 loseph.keams@na8onalgrid,com www.naUanalgrid.com SEG Long Island Building&RenovattIon Services 15 Park Drive Me!ville._N 117-1 ►- .d February 22, 2017 Hirsch& Co. PO Box 2012 Shelter Island,NY 11964 Re: Electric Demolition Request ADDRESS: 980 Oak Ave,Southold,NY CItr TOMER PROJECT:900000041428 Dear Sir, This is to advise you that the PSEG-LI electric facilities at the above referenced location have-been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the properly boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 516-545-4973 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building & Renovation Services at 1-844-341-6378 or via email at BRSLI@,PSEG.com. Very truly yours, Carolyn Mackin Manager _ . - Building &v Renovation Services PSEG-LI CM/kt _ hirschplumbingftmail.com Joseph Kearns n I o n Senior Supervisor algrid Customer Fulfillment Department December 5,2016 Hirsch & Co. C/o Vincent Seddio P.O. Box 2012 Shelter Island, NY 11964 Email: HIRSCHPLUMBING@GMAiL.COM National Grid WO# T101905425 Service Address: 980 Oak Avenue Southold, NY 11971 To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground Excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"811", or the local number for NYC/Li area 1-800-2724480.This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions,kindly contact me at 631-348-6218. Res ecffully, Joseph Kea ms Senior Supervisor Customer Fulfillment Gas NY 1650 Islip Ave,Brentwood,NY 11795 `x:631-348.6218 P 516-545-2333 joseph.keams@nationalgrid.com www.nationalgrid,com HIRSCH & CO. LLC PO Box 2012, Shelter Island, NY 11964•Tel: (631)491-4431 • Fax: (631)491-4434• Email: Hirschplumbing@ mail.com Plumbing Contractor• Licensed Plumbers Date: 2• " 2 O — "#12G9®S Sp ?V--S t O - �-►�5C� � CES L!►C �u-�,�a�..� , tit •�. 11��71 FOR YOUR USE X FOR YOUR REVIEW ..L. 'C,� ►-Q ►L p►+.Z '��R-�-t �"� �-�L►c A �• o . S7-1 Co��/ / ©1z-► 1 N L Sv 12\1 I- 3 �.. / AAZ,CC., ,.1.��.. �. � o tj. ,t-A.s . F;=,-'p-rt ` r 11T12A.1,4.!cF-2 ") Ccey /olzIr=, p, 'moo . 5N (z)"V=-T_vS 2r, X-r .� �s � o �, - �0�.1 �� � 4>i. -�' o� �� • s��l vJ�i��. ��Assn� `moi l®��, < d�2t G 11>��-- � ��• �� l'� �1 SCC�f>C��C¢T �l"�'�12. EROSION &SEDIMENT CONTROLS DRAINAGE INSPECTIONS ARE REQUIRED o Cntact TOS Engineering at 765-1560 before Shall include but not be limited to: ineer's Certification A well maintained Construction'Entrance, Backfill, OR Provide Eng +• Wire Backed Silt:Fencing,stabilization & that the drainage has been installed to-Code:. J. w .., .: `' ` - i rR Seeding of exposed-a.nd/or inactive soil:;. 1 1 . 18.201 G 12.22.201 G 01 . 18.2017 YHl1410utr EN W.IMN FE TE:I,(NI (} N Den Clak AhL p, r`•a sot"Mo. N11 ` -• . . ... ._. • -• _' � ���:��-' _' . . .. SE13t;! 1Da0-n-•ol•-ce .. . �•_ - � � 1 iI t 11q 4• a t'y CpC1NtrIWATL4l HWlC4'GNt r;hiE N w rn re .r P4� f �%} �J•, DOM - 'rNOCMIA.0 (MI;NA.Ir UTLL MI6 CANTfldTf 4'P6J!j � 'r' Gn 7 - �40�7 rS<! ,•y: �Q U. tr PRQPM D U7CE C11 PRCrVTIY: CG CGJ 7 :s „'j y:y r* •. ' "`� 7 j, IWO (2) @E-31,0 !114U FN 1 SII4ltY Fla+lr4a b�'yz�` ��ti 1 �'`� •''r 'C'f l .;-A�.G PftCPO'�TJ SfP7iC 5Y57F.ilt dI.TERrUm'� GYS127J P4Z (CCti Ctrl+tti;hrtit .,.,,�.r i!1 " ortt (1) 1,00 c,A tl:"4 SMC TA4K W/ 33' UOUM W)ni; Ln ex�a rK (5) 2'MIT, t'e L7Al9C0 FcOtr, : _._._.-_. '1 Jy •�O i�f�' -e.�.A. PMCEL CU"(1LY StirATf W 5CAA '• f - - , - Uto+�� /' ,� ;' f��� ejt cir r'� CJS, H`1GHEOt"`Ki GYi11JriCS Goi�riFCrF9 1'0 -PYA CNTRE srt Is.W"T"i 300' or WTu,q0S, Un CO�UZAOQ STAKED 4YBALES �,. e • ,t O� f�2 HOM: 975SF - 9 9% AND SILT FENCE c fli ' ,B V.E ; '� octm; cisr - ix ° torsi COWM47E - io.s% s' �O/ " c` � ci r o �r air( eASs al SMEY Qr . NATIU.ri TArr Ca" III ROOF RUNOFF DRAINAGE '� � S' Hart MMI NG TO w,•.E CRAM.tFPE rOVN1W,Tr4 ' N CULTEC STORMWATER r• �,��, 0 `. f } LEACHING CHAMBERS LOCATION ��� ( D�ra4' ,'•�' ta' IaIrI r i N 7 (TYPICAL FOR 9) r' ,r` !p: �;2. �5 1- i rn �I;� 1•s `sr t r ',i ,�i •GC�Q9�r -i� y DRIVEVi�AY RUNOFF DRAINAGE ( er'"''•`- � i APPROVAL OF STORMWATER MANAGEMENT I cv►+stFucPeD '; ••~��I rs'' `ALL ', a Y►a/F• r:ATEfl IGSL.!_l= `':° -I CONTROL PLAN -T Code C t 36 CULTEC STORM WATER HOL►sc swlFTs „I-�':�,� r.f'' Ir+-'�. / n� `i, �.: �- Worm"g o«:a� `:" ' Date' 2 T9 50tiTFilttSr __rr �(��� 7 LEACHING CHAMBERS ,i T ' r.t +"` t - ' (TYPICAL,FOR 5•'WITH TWO r c, ���� ' ao uia_s '_ LI �• c ( Approved by: r, ,, \ ' t ,, 5 LP +f �F713fr1G 8 t14^cd!rN tC+1v a 1 4 12 XI 2 YARD INLE=TS AT �• X - DRIVEWAY EDGE) ZOtIE ANIFt- 7).p • f,'`� ; r� /`iP�l .' :��ul ci f mo.+, " ; -1 ,c. ONE X* (IL arty srr+a u ', p l Q7 H NOTE: THE ENTIRE 9800 SF�''�r� a.�, +: --// f G4,�� x ru,�si w�n> "Mx ;: i 1 _; v { ,E' m PROP051D GRAVEL curer Wo , (� SITE IS PRE EXISTING CLEARED '''G� a '` %'�'c. `�s I " ? Z N `ti DRIVEWAY 558 SFexcrntic sEPi°c r'vy hl 'gyp �'.• -'tyt -°c.a-", ��`Sfi`.y�'am.' ��,Y-� �fQ i�''•� x,''''"-:_,`�k.'�a r+a % -Ta n,' sza ,,,w„�tF•-...._•`..:.'..%-_r=",., �� 1t.:.,2VvF; fNLYnro 3cwCG►Ep YLM W fHL 6�ai r CONSTRUCTION m =TEST ENTRANCE ° I U 41HOLE 1J — r j t �� pb'S' Cpi•, f r+�y' fes • t'`l =.t, f i - s Q m 40 LL: TE PLAN < a7- SCALE 1: :30 �. LOCICNv COVCR AT GRACIE > FIIIIEHED GRADE EL. 10.1* E3ACKI"Il i VIM COARSE SM4D AF1D CF21�VE1:,., �'�r'�rr, 4�'. I 0X Z<Z � • Z 11J lU M CONCRL-ME CHIMNEY fl?v7E EL. �'t tom,_ r,`c`,,1r; �, �' � �Q� � � _ ,... 20 MIN. r . _ ___, - -_ �_°�_ i J r • Z MIN, RESIQEI, t IrIV. EL, E.5 _,.._ ... 9.1 N ti F— .•,.,•, ' ---- —� �f',� I 5 11IN.- 12 MAX. I ci �d0 < z 12” AP CAP ��= 1 " .- -=— . '^ • ; ; cn LLJOm S z CLAt59 Z4G0 ( h 1R 4, �'1 CIAK 2i0D L� t.,. p E [� • FIFE 18 I111N, I'VE OR Eouu. t= L:.:=1 t= C" l ED J hTGriO3 , aiTtl n ir4'/11. r••-, (A MV) (AO r47 EL. 7,13' Q 5,31' hIIN• _ ,. Cl- DL 2 IMN. IIIV. EL, s.s' # I U c+ F-- 0 = tU' IIIN. CL. 7.6 �-4"0 CK0550VER PIPE nr-riur-r I mv)LE RIrIG �....:: CL 2' AIN, APIC) RGUR cursIDE R"h1GS, 0' ABOVE 1101TOM S� � Z F— K 0 -l }- 50' MIN. EST. NIGH SF/SOhlr<L _�� NIGN SEtASOA:ALi - _- _. ._ -._r__._ __.. V 0 BUT SUFFICIENT TO KEEP GROUNPu�t,TER El., '2.6' -- ____ _ _-_- --. _.- __---- _ _ -.___-- _ - --_..._._.,_ _ --,GRQVNOti'�,TE EL, 2.6" .,.. .. fl SEDIMENT ON SITE 1.00 C LLIYI Lai WPQiv STORM WATER DRAINA -AL-CtJtAT1O �_ F = Z HAY BAIL AND/OR 1L,1 U- HAY J!!d'rr11N�4'r,1'.InhJrJr,<, .i. .-'trr�aa117.'.;;c I �I 7•� t• �' � o SILT FENCING TYPICAL SANITARY 0ISI�' I_)SAL >f � Z ( 1 � � r',.,x!'f.I7rn 1�rJrl,IerA rsr':<Irnr I;,rn r: er ; °+(u 7rrr v 4'rs �r:(_t i7tr_L�Lnr PJ TS ROOF = 10 12 5F DRIVEWAY = 558 SF n M ll_I 0 LLJ STORAGE REQUIRED W W FLOW �- ROOF I O 12 SF X O. 17 X I .O = 172 CF REQUIRED 0 ryz W 18•D-MAX C.to C. o z O DRIVEWAY 558 X O. 17 X 1 .0 = 95 CF REQUIRED 0 0 p_ Q (n GRADE r LL a /,` ■ aI Q� O u-L1j o / f �y'A y Y f �F m T. SLOPE FACE VERTICAL THEREFORE USE: �-- i— LL— LLj >i r V >f yNIP 1 � ROOF (9) - 5.63I X I .71 X 3 WIDE DEEP CULTEC CHAMBERS _ �o BEDDING DETAIL 19.4 CF PROVIDED IN EACH - 175 CF STORAGE PROVIDED PERSPECTIVE VIEW ANGLE FIRST STAKE TOWARD CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED PREVIOUSLY LAID BALE. I I I DRIVEWAY (5) 5.G3 X 1 .7I X 3 WIDE DEEP CULTEC CHAMBERS ; 3/4"STONE BLEND OR N.Y.STATE D.O.T. PPROVED R.C.A. 36" MINIMUM 2 x 2 FLOW 19.4 CF PROVIDED I N EACH - 97 CF STORAGE PROVIDED FILL T018"(Min.)ABOVE EXISTING GRAD FOR DRAINAGE. FENCE POST y�c'�- ` �� PLAN VIEW WOVEN WIRE FENCE CULTEC,Inc., �� R IS ,G (6x6 - 10110 WWF) _ 878Fe&eralRead _ Tdri FILTER CLOTHProviding Stormwater and P.O.Box 280 I �.I BOUND HAY BALES .. � Septic Solutions Since 1986 Brookticld,CTOG8D4USA F PLACED ON CONTOUR r, A, R 0 A D EXISTING GRADE '�^c. Phone:203.775.4416 EMBED FILTER CLOTH RAO 2 RE-BARS: STEEL PICKETS OR Fax:203.775.1452 �� 2"z2"STAKES I.S'to 2' IN GROUND. iCULTEC MIN. 6" INTO GROUND i DRIVE STAKES FLUSH WITH TOP OF Entail:CDSLeFVICeIwcylteC.CDR1 "► CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED to 1 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVEDRCA 4" HAY BALES. VdCCSItC:IM1ht^N.[ultet-Com - ...i"fti• HAY BAIL AND/OR FILL TOM SILT EXISTING GRADE FOR DRAINAGE ANCHORING DETAIL'FILL SILT FENCING NOTE: ;,` - .-,.•• MAXIMUM DRAINAGE AREA 1/2 ACRE 1100 LINEAR FEET STRAW BALE DIKE DETAILS ti"pDEL# 1E0laT LS, HVLV 1EORT LS CROSS SECTION ��.."r. - - --- F- - -- �-- SECTION DETAIL . CULTEC's Landscaper Series1m chambers are used in residential applications to control rainwater collected from gutters and/or TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS catch basins.The chambers collect and store the stormwater underground until the soil is able to accept it back into the SCALE:NTS ground. Puddles and saturated soil are eliminated as SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATERMANAGEMENT - ?�•R:�FPII�lI�SFI�Vi �.G���,��x�rt`=�'.,�v,a,..„:i='.�r, �;s ter,� {• �s:�°�,�t>�5;;��a��'��;w:���-'`.'_, - r•t �:v.�• "”';fir �/p. �s. .!•C<G�� .'.(rR'<`-��<�'ti•v�•3T,r;!4F' 4`Yj3C`.ti.-S'�,�5'V�1,�I � 4Y`��=�'f/F ' 360YAPHA NK AVENUE SUITE 2C Y 11980 ! ''s5 '""Air '=`=3 , APHANK NY �i✓ 1 4 t:,CC5" uti�W <k ��.: ,� �;•- '�:b` 1 (631)852-5700 OR HealthWWM@suffolkcountyny.gov >.�:,. n�.r tr`a�+� >tss��i.� v�::k� .: -:�Y•'��pc���i�it rpt'',`'?�34�;r,s:• 4itZa APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. FOR ALL RENEWALS AND TRANSFERS rEXI7STINGREFERENCE NUMBER: R10-15-006)7 ax Ma No.: District Section Block Lot _ - �--- 11000 77 1 '-��„�"s"✓.<"A�r��'��"' ,?��* ~` �'�q��� ,�...° >d�•�, a �� t �, -�5rs ��,.z ���.'-u`'„<,�•Y�y�,..—ti,-'T•�'�,-„' �-a�."'�� E6 Name "•='.„�,is�.`z�a- r� �..,;•�e.. "'b"�c�""4 �:%P,�'`�*.�� i,. t" ..rs.'� `A� �, r 5��'a: :7wy'..s's�3�.e•,��c ?` w-�".w? _ -`'s `yt� �,�.,XyZ �`.^'° `��.rar J t s h�# �•'''"ts'<t= n'-'x;*~�!A•` y+:a,. , :•„}.,�y t - �' �Ss'xia.. �'�<-�"`�„�5���J11���J�j�, 8t.r a yl���' r' � :>'H '� y, >. .>'"`x; tee- r �' `}"�` '`7- ��'"�” .�5��i:�r•,`�"'.�y'� s�`y` :��-`U'�_ �`'+�`�•�F3 4Y. 3Ti '<�+ e: i"..a .� .a = ��t � ..:,•�>ab✓'Y � , - `` .,.m L ,v'�',` - � "r.'�'i. y ��.` �_", �� ',arc n •.t. Name of Current Agent: r -+ - Mailing Address: Email Address: t `' DATE OF ORIGINAL APPROVAL:1/11/2016 *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be required FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent:Karen Feuerman FTel#- 0 10)740-4432 I hereby transfer all rights and interest in thea a referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: �. Date: d • •/6 FOR TRANSFERS WITHOU PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyo ' e: Date: FQ L RENE TRANSFERS Application is h by made TRAN R,[ 1 RENEW(check applicable) a permit to construct in accordance with this application, eys and ans submitt I hereb certify that I have examined this complete application and the statements therein true correct, that all wo shall be ne in accordance with all applicable Town,County,State and Federal Laws. "Any fal a st ment made erein is is le misdevaeanor pursuant to S210.45 of New York State Penal Law." Si Lure of Cu en ge Date Name of C ent nt/Agent . ^"�4rj.�.�J"`,"3�y'+`u.'+�',r'¢¢,'.%:ftnjo•'•:;j1�i��tru=�^`��n-4�tr�.•".-"�bir,,✓��i'LIr ��,;�,t?':;>, ..*t:��.- •Y +.i>: ��;" .'�—.,� z 'L u�r- -.:4%3.a.�, y„�w< �k:;.•} i��- •�.w�;r.''e-is'+.o:""t�+v-.r. rcc.'.:. �„ 4tr'r„'i:r•- e, ,ix'w+. 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"w' '<;yr:z.�.a 'rs:rs�:^- .-v...•5n 4 . ,.Www'„ ��ss }t�K�",�•+-.`• -C>w v�r: ^•n:��.�-:r, iacr�:m'r yy(( ;cf«�i,^ ,,.rY,.r,1 `•i,4. ,lr,<.^�.. +:'liS; :": e'^'`,:-�.:r..-, 4;�ti,�,{'2 ''j':st'`-_.;i,�,:^�4`#'T :'Y:" ^.,n L •`j*vk•,'4:.'J_ 1� :.'<:r';:r•<�v. :^SA.ns =� :h1_.r' .vim_ ,�".:,&U: ;t:r t'-F �.., `; s.+,7'3."Sx,x,�.. .C ,�,;5 - �•l""-...":`i•-�, _.i _ .-3eli.n�«..v:w'"_+rL%.xEi..r- W WM-T04"(Rev.'02%12) � I y 05 J�� ���AVATI®� ���,� � til` r1 ;; >z. O CT]ON REQUIRED PROPERTY OF KAREN FEUERMAN �• n � y o a5 o°° FOR SANITARY SYSTEM 980 OAK AVE I� � I t �`�, >� ° � N EES` ' �a ` � BY HEALTH DEPARTMENT sDDlHolo, NY �t L �`� i�` ��` �j �� _ r4 a �o gp �� SCM 1000-77-01-08 J4� � ®a � iiA 9.800 SF Q W G ' p 0J sr� GROUNDWATER MANAGMENf ZONE N +�I ,!n 03{ W ] m ®, S`y OO `9,� DENSITY - 300GPD/AC (PRIVATE WELL AND SANITARY DISPOSAL) a'ti`` j U)p z OF 10' 4' G '„t. PROPOSED USAGE ON PROPERTY: e `�� , ` kyr a U 8 U GQQ TWO (2) BEDROOM SINGLE FAMILY RESIDENCE ! '• ,o-4 7,. ,�;'gr U x �✓��� PROPOSED SEPTIC SYSTEM: ALTERNATIVE SYSTEM FOR HIGH GROUNDWATER t' e�•'¢`j9 P 3 w U O ONE (1) 1,000 GALLON SEPTIC TANK W/ 30' LIQUID DEPTH: ;@ "" > � 0 DPI" II p 4. FIVE 5 2' DEEP, 8'0 LEACHING POOLS �• �° 98+7�0AVE.�7,1971 p,aso PARCEL CURRENTLY SERVED 13Y SCWA h'L Op Oo NEIGHBORING DWELLINGS CONNECTED TO SCWA ENTIRE SITE IS WITHIN 300' OF WETLANDSC>;+�" ' W a SITE COVERAGE: ;� _ �•- °i HOUSE: 975SF= 9.9R a�..D ��"C•S����;" - '~e`�. r" Sr73r�'�a°�f: �a y' A°1iI��Qti;/.Gf`�-T!-•! DECK: 81 SF = 19 .0 , ® ina TOTAL COVERAGE - 109% tN y4�e SITE PLAN BASED ON SURVEY BY b, �G• N F'Pq, i G _L. , NATHAN TAFT CORWIN 111 6� DATED 5.15.133 yj\\ !Y ��• NOTE BUILDING TO HAVE CRAWL SPACE FOUNDATION h N .ti°`oo mo0. o, �X \, ` Otis, va, " LOCATION MAP p`�60• / �p�ay�� / r\ 7�• �G 10' MIN. b NTS / /klz�l a`' MIN.LT' )g� _ �ya� ® S L�\ �� pl• 9 � 7' `�� I I 1 � i ` L EP�'>F---- M � RECONSTRUCTp ED 1I`� NEW 3/4' WATER TEST HOLE f~ nt HOUSE SHIFTS gW 1 r/ CPl[�� ST �\ \ / SERVICE Yr9ondd Daosimw TO SOUTHWEST I 1 LSI ' MIN. M2 10.2016 �tLD SW O \ \ 10' MI Z /! oasnw=or EL.a a' D. as ol T • EXISi1NG 6' C" a•9 O .nsy y �1 LP . REft m q� / a� • SCWA MAIN -oa' DARK BROWN LOAM OL ® �„ ZONE AE(�7)- `� (,EP 1 / 5"M%6 / 'cs ZONE X* Z Lg� /`- / 'Kq BROWN Cutty sANO SO „ / LP / r2"° " m t0 • a c'� STORMWATER 10 / / a.2'a' -s.4 3 0� DRYWELLS \ �� 1H QP x WATER WAA IN BROWN c { °� e � ARKING �c�, pF D g�I 1� ya w vo APPROX LOC • +� s °a EXISTING SEPTICpy, •/ �� Y -14' c - h��c�i n N �p TO BE ABANDONED �� 4 e J� U N N / ��' • WATER IN PALE BRDWN SP ,--Y v'o�v a� ��.•/ FINE SAND _ w F m 0 �G. �O / pFF��c99 a 1k GO p0 • �F� CO [ ' JA Tyr y0 ice! ® ' pays"�� S ^� 's.SF n p�p MRCoD SITE PLAN PIZ o , Q SCALE 1:30 LOCKING COVER AT GRADE 083513& FINISHED GRADE EL. 10.1f BACKFILL WITH COARSE SAND AND G Ljp �,�' � T0 >- zw� 9�FESSIONP O cY Q QQz 12" MIN. CONCRETE CHIMNEY GRADE EL. 9't f s W: H MIN. RESIDENCE INV. EL. 8.5' '20" MIN. 91, � •y a•':'..•..r.•:: . . �S' 6" MIN.- 12" MAX. ` :w ® ® f3�.' Z �YJ zz MIN. 4'0 F H 6„ 12*" AIR GAP ET II I ® TPA � L�Lf (a/) w O=2 CLASS 2400 MIN. 4.0 CLASS 2400 '� V F- c PIPE OR r 16" MIN. " PIPE OR EQUIV. p l� ® lO j q7 i Q 0� Z EQUIVALENT Q PITCHED •—1 3 ` PITCHED 1/8-/FT. l� L� l0 O ® ® z < L1" LL d)O a 1/4•/FT. " ' EL 7.8' = o� Io o0 0o ` O 2.3 EL. 5.6' MIN. c- MIN. INV. EL. 8.3' MIN. EL. 7.6' < f ® ® G' O 10 4"0 CROSSOVER PIPE BETWEEN MIDDLE RING > ►J. W 2' MIN. AND FOUR OUTSIDE RINGS, 8" ABOVE BOTTOMa a. EST. HIGH SEASONAL _ HIGH SEASONAL y Q" GROUNDWATER EL. 2.6' = GROUNDWATER EL. 2.6' CONCRETE SEPTIC TANK CONCRETE LEACHING POOLS 1,000 GALLON MIN. CAPACITY z �— z UNAUTHORIZED ALTERATION OR ADDITIOA'TO STAMPED DRAWAIGS AND RELATED DOCUMENTSISA VIOLATIONOFSEC 72090FTHE TYPICAL SANITARY DISPOSAL NES.EDUCAYYONLATV NTS ` U�' c � o SURVIEW OF P/0 LOT 297 & LOTS 293 , 299 & 300 r MAP OF GOOSE BAY ESTATES FILE No. 1 176 FILED NOVEMBER 13, 1934 SI T UA TE 4 ° �O° ♦� SOUTHOLD G� ♦s TOWN OF SOUTHOLD o��o� �� QoOJ o, � le— SUFFOLK COUNTY, NEW YORK s�' ` ; '�� S.C. TAX No. 1000-77-01 -06 �a�� ,, �♦ ��, ��, SCALE 1 "=30' ��¢�� , D�� ♦`�} �F o�`' \ P�Pd MAY 15, 2013 G Q Q O �Q e ° \ �,♦� � , � QQ- C�' c96, J -O�'�,�, MARCH 30, 2015 ADD PROPOSED ADDITIONS � �J�. °F, MAY 5, 2015 ADD PROPOSED HOUSE J� ♦G�Ga D� ��o\\69, r� �A �� .00 +���ti� �`' AREA = 9,800 sq. ff. �O b 0.225 ac. o? QQO'l4'0� � � �- � NOTES: Gam°t�, /�i F��� �° ♦ Q0 ♦ �� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ` T(�o 4 r40 3S, ��h� ♦ J q� EXISTING ELEVATIONS ARE SHOWN THUS: gyp ♦ / !4 9 Q \,♦ F.FL. - FIRST FLOOR " `? / O / . G.FL. - GARAGE FLOOR �,��O' ♦ �� 3p <.�,� r \AFF ♦•O TB - TOP OF BULKHEAD C�♦ O ♦a �s �� o O, .0 BB - BOTTOM OF BULKHEAD \ \♦ / o " �nj G°Q� �`� / s� G�\ °"P ;� 2. FLOOD ZONE INFORMATION TAKEN FROM: ♦ !i oy ry �,�( FLOOD INSURANCE RATE MAP No. 36103COl66H \ \♦ a� coo ,F4,2 `♦G� xs /'�♦\ °, ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ♦ \ Goy / Q , / Q ♦ •3, y ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL \ ♦ �� po gb/ ° ,9sA / / Rs� CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT \16, \ �o� /♦ / �'oy °qyr ♦ ��� O OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; �d h sy / ♦ e s AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. \ � r'Gf� O� ZO AE(E�1�' " c�tiy . �° o• �� ZON X* `s PREPARED IN ACCORDANCE WITH THE MINIMUM / ♦ / �pv ` STANDARDS FOR TITLE SURVEYS AS ESTABLISHED `a BY THE L.I.A.L.S. AND FD AND ADOPTED O� �`9 ♦ 0 / v' c FOR SUCH USE N YAR TITLE ASSOC IA �� STATE LAND COO" 1sT (e �. G � Q NR I I–AW N.Y.S. Lic. No. 50467 PROPOSED TOTAL LOT COVERAGE UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF DESCRIPTION AREA X LOT COVERAGE SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor HOUSE 1,028 sq. ft. 10.5% COPIES OF THIS SURVEY MAP NOT BEARING PROPOSED BUILDING COVERAGE THE LAND SURVEYORS INKED SEAL OR FRONT PORCH 36 sq. ff. 0.4% I EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FRONT STEPS 28 s ff. 0.3% DESCRIPTION AREA Y. LOT COVERAGE q' � CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. HOUSE 1,028 sq. ft. 10.5% ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. DECK WITH STEPS 210 sq. ff. 2.1% PREPARED,IS TITLE COPAIAND ON HIS BEHALF TO T Y, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout FRONT PORCH 36 sq. ft. 0.4% LENDING INSTITUTION LISTED HEREON, AND TOTAL 1,302 sq. ft. 13.3% .TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TOTAL 1,064 sq. ft. 10.9% TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 33-095B } REScheck Software Version 4.6.3 Compliance Certificate Project Hirsch & Company LLC Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Unspecified Conditioned Floor Area: 1,028 f:2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 25 North Ferry Rd. Hirsch&Company LLC August Henry Muff,R.A. Shelter Island,NY 11964 25 North Ferry Rd. August Henry Muff,Architect PLLC Shelter Island,NY 11964 14 Pine Court Northampton,NY 11901 6318752337 augusthmuff@ahmuff.com Compliance: 28.3%Better Than Code Maximum UA: 339 Your UA: 243 Maximum SHGC: 0.40 Your SHGC: 0.37 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Ceiling 1:Cathedral Ceiling 679 38.0 13.0 0.020 14 Ceiling 2: Flat Ceiling or Scissor Truss 377 38.0 13.0 0.022 8 Wall 1:Wood Frame, 16"o.c. 385 15.0 13.0 0.037 6 Orientation: Unspecified Window 1:Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC:0.37 Orientation: Unspecified Window 2:Wood Frame:Double Pane with Low-E 65 0.290 19 SHGC:0.37 Orientation: Unspecified Door 1: Glass 51 0.290 15 SHGC:0.37 Orientation: Unspecified Door 2:Glass 95 0.290 28 SHGC:0.37 Orientation: Unspecified Wall 2:Wood Frame, 16"o.c. 535 15.0 13.0 0.037 17 Orientation: Unspecified Window 3:Wood Frame:Double Pane with Low-E 3 0.290 1 SHGC: 0.37 Orientation: Unspecified Project Title: Hirsch &Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 1 of 11 House\Hirsch&Co. LLC.rck s Gross Area Cavity Cont. Window 4:Wood Frame:Double Pane with Low-E 32 0.290 9 SHGC: 0.37 Orientation:Unspecified Window 5:Wood Frame:Double Pane with Low-E 41 0.290 12 SHGC:0.37 Orientation: Unspecified Window 6:Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.37 Orientation: Unspecified Wall 3:Wood Frame, 16"o.c. 465 15.0 13.0 0.037 15 Orientation:Unspecified Window 7:Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.37 Orientation: Unspecified Window 8:Wood Frame:Double Pane with Low-E 8 0.290 2 SHGC: 0.37 Orientation: Unspecified Window 9:Wood Frame:Double Pane with Low-E 3 0.290 1 SHGC:0.37 Orientation: Unspecified Window 10:Wood Frame:Double Pane with Low-E 8 0.290 2 SHGC: 0.37 Orientation: Unspecified Window 11:Wood Frame:Double Pane with Low-E 22 0.290 6 SHGC: 0.37 Orientation: Unspecified Door 3:Glass 15 0.240 4 SHGC: 0.28 Orientation: Unspecified Wall 4:Wood Frame, 16"o.c. 553 15.0 13.0 0.037 18 Orientation: Unspecified Window 12:Wood Frame:Double Pane with Low-E 8 0.290 2 SHGC: 0.37 Orientation: Unspecified Window 13:Wood Frame:Double Pane with Low-E 8 0.290 2 SHGC: 0.37 Orientation: Unspecified Window 14:Wood Frame:Double Pane with Low-E 3 0.290 1 SHGC:0.37 Orientation: Unspecified Window 15:Wood Frame:Double Pane with Low-E 12 0.290 3 SHGC: 0.37 Orientation: Unspecified Window 16:Wood Frame:Double Pane with Low-E 5 0.290 1 SHGC:0.37 Orientation: Unspecified Window 17:Wood Frame:Double Pane with Low-E 5 0.290 1 SHGC: 0.37 Orientation: Unspecified Window 18:Wood Frame:Double Pane with Low-E 5 0.290 1 SHGC:0.37 Orientation: Unspecified Door 4:Glass 15 0.290 4 SHGC:0.37 Orientation: Unspecified Floor 1:All-Wood joist(rruss:Over Unconditioned Space 1,028 38.0 0.0 0.026 27 Crawl 1:Solid Concrete or Masonry 825 0.0 15.0 0.054 15 Wall height:6.0' Depth below grade:6.0' Insulation depth: 5.8' Project Title: Hirsch&Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 2 of 11 House\Hirsch &Co. LLC.rck GARr� Compliance Statement: The proposed building design described here is consisted-with-theibuilding plans,specifications,and other . ��. calculations submitted with the permit application.The proposed buil ��g 6,19-been-designe�to•meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requir n�-1 st�ed`in the REScReck-Ins,, ion Checklist. Name-Title Si tGre �`'+ �', Date ST 031125 �O qTF OF Project Title: Hirsch &Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 3 ofll House\Hirsch&Co. LLC.rck y REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified, # Pre4nspectlon/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, 'Construction drawings and [ ;❑Complies ; 103.2 ;documentation demonstrate ❑Does Not [PRI]1 energy code compliance for the CO) ;building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and J❑Complies ; 103.2, :documentation demonstrate ;❑Does Not 403.7 ;energy code compliance for r [PR3]1 ;lighting and mechanical systems. I❑Not Observable ; u :Systems serving multiple ;❑Not Applicable j dwelling units must demonstrate compliance with the IECC 4 ;Commercial Provisions. i y 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not [PR2]2 on loads calculated per ACCA Cooling: �j Cooling: g: ;❑Not Observable Manual J or other methods approved by the code official. Btu/hr I Btu/hr E❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hirsch &Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 4 ofll House\Hirsch &Co. LLC.rck Section Plans Verified Field Verified # Foundation Inspection Value Value Complies?; Comments/Assumptions, &Re .ID 402.2.11 ;Unvented crawl space wall I R- ; R- ;❑Complies ;See the Envelope Assemblies [FO711 :insulation R-value. R- R- ;❑Does Not ;table for values. V ;❑Not Observable j ;❑Not Applicable 303.2 Unvented crawl space wall I „ ' �❑Complies [FO8]1 :insulation installed per . ❑Does Not manufacturer's instructions. f ® 4; ❑Not Observable ❑Not Applicable j 402.2.11 ;Unvented crawl space continuous i❑Complies [FO9]1 ;vapor retarder installed over ❑Does Not exposed earth,joints overlapped by 6 in.and sealed,extending at ( ;❑Not Observable least 6 in.up and attached to the I,. I • I . I ❑Not Applicable wall. 402.2.11 ;Unvented crawl space wall in. ; in. :❑Complies ;See the Envelope Assemblies [1-010]1 :insulation depth of burial or ❑Does Not ;table for values. distance from top of wall. v :❑Not Observable ; ❑Not Applicable 303.2.1 A protective covering is installed (' 1EIComplies [FO11]2 to protect exposed exterior : ❑Does Not l insulation and extends a ' minimum of 6 in.below grade. )❑Not Observable ; '. '1❑Not Applicable 403.9 Snow-and ice-melting system �❑Complies [FO12]2 controls installed. 301)oes Not ❑Not Observable ; f, IE]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hirsch&Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 5 ofil House\Hirsch &Co. LLC.rck Section Plans Verified, - Field Verified ` -n'. F'ra'ming,/Rough-In Inspection :Complies? , Comments/Assuimptions' Req:ID. Value Value 402.1.1, :Glazing LI-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, i 402.3.6, ❑Not Observable ; 402.5 i ;❑Not Applicable [FR211 ' 1 4 1 1 1 V 1 I I 1 303.1.3 ;U-factors of fenestration products '❑Complies [FR4]1 are determined in accordance ', }❑Does Not with the NFRC test procedure or : 1 ;taken from the default table. �. . i❑Not Observable ; i j❑Not Applicable 402.4.1.1 !Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's )EI Does Not J instructions. 4 j❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built t`t ",' V i❑Complies ; [FR20]1 :is listed and labeled as meeting t.' _ ❑Does Not J ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ;.. a❑Not Observable 400 that do not exceed code , X❑Not Applicable limits. 402.4.5, ;IC-rated recessed lighting fixtures` „❑Complies [FR16°]2: .sealed at housing/interior finish ❑Does Not }and labeled to indicate-52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 ;Supply and return ducts in attics (_ ; ❑Complies [FR12]1 ;insulated>=R-8 where duct is (. ❑Does Not >=3 inches in diameter and>_ 3 ;R-6 where<3 inches.Supply and 1"' ❑Not Observable ; return ducts in other portions of ;❑Not Applicable !the building insulated>=R-6 for diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 7 403335'i Building cavities are not used as " ❑Complies [FR15]3 -i ducts or plenums. ( =❑Does Not J❑Not•Observable y . t T]Not Applicable 403.41 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]?- :•f above 105°F or chilled fluids ❑Does Not a below 55°F are insulated to>_R- '❑Not Observable i ❑Not Applicable ' 1 403.4.1 ;Protection of insulation on HVAC (,. i❑Complies ; [FR24]1 piping. . ,° '❑Does Not j J❑Not Observable I • �. ,❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- ;❑Complies [FR18)2 ` >_R-3. ! j❑Does Not a bNot Observable i ❑Not Applicable 4016, Automatic or gravity dampers are i ,❑Complies [FRlg]2" ° installed on all outdoor air ;❑Does Not intakes and exhausts. i ❑Not Observable y, ,;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low lmpact(Tier 3) Project Title: Hirsch &Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 6 of1l House\Hirsch &Co. LLC.rck I I High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Hirsch &Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 7 ofll House\Hirsch &Co. LLC.rck Section Plans!lerified Field Verified # Insulation Inspection ',`• ° Value,' Value Complies? Comments/As'sumption's . &Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2' . j or the installed R-values ❑Does Not }}'provided. ' ❑Not Observable , (' , j❑Not Applicable j 402.1.1, :Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ;❑Does Not ;table for values [IN1]1 ❑ Steel ❑ Steel ` ,❑Not Observable ; ❑Not Applicable t 303.2, ;Floor insulation installed per1E]Does ❑Complies 402.2.7 :manufacturer's instructions and t Not [IN2]1 in substantial contact with the , x l underside of the subfloor,or floor ❑Not Observable !framing cavity insulation is in ;., ]❑Not Applicable contact with the top side of ;sheathing, or continuous F - A insulation is installed on the I` underside of floor framing and , ,< ; extends from the bottom to the C top of all perimeter floor framing members. j 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood UDoes Not table for values. 402.2.6 j wall insulation on the wall !❑ Mass mass ' [IN3]1 ;exterior,the exterior insulation ;❑Not Observable ca) !requirement applies(FR10). ❑ Steel ❑ Steel UNot Applicable 303.2 :Wall insulation is installed per ❑Complies ; [IN4]1 1 manufacturer's instructions, ]❑Does Not f UNot Observable "'y❑Not Applicable Additional Comments//assumptions: 11 High Impact(Tier 1) 1,2- Medium Impact(Tier 2) °3'• Low Impact(Tier 3) Project Title: Hirsch &Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 8 ofll House\Hirsch &Co. LLC.rck Section .Plans Verified Field Verified. # ' Final'Inspection Provisions Value Value Complies? Comments/Assumptions &'Req.ID 402.1.1, !Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, 402.2.6 ❑ Steel i❑ Steel ❑Not Observable ; [Fill' ; ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ftp. ;�❑Not Observable ; ❑Not Applicable 442:2.3 Vented attics with air permeable $ • J❑Complies ; [FI22]2 insulation include baffle adjacent j❑Does Not to soffit and eave vents that }extends over insulation. ,❑Not Observable j ( ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [FI311 insulation>_R-value of the ❑Does Not adjacent assembly. ,❑Not Observable 1❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50= ;❑Complies ; [FI17]1 ach in Climate Zones 1-2, and i❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable ' ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies ; [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in i❑Not Observable tests,verification may need to ; ; ;❑Not Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [FI27]1 !determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a 1 I❑Not Observable ;pressure differential of 0.1 inch ; ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler j enclosure if installed at time of ;test.Postconstruction test Total ; ;leakage measured with a pressure differential of 0.1 inch w.g, across the entire system 1 I including the manufacturer's air ; handler enclosure. 403.3.2.1 ;Air handier leakage designated Complies [FI24]1 1 by manufacturer at<=2%of ,, F❑❑Does Not design air flow. f ; I _ j❑Not Observable N'4❑Not Applicable 403.1.1 - Programmable thermostats ''❑Complies [FI912 installed for control of primary ; L]❑Does Not heating and cooling systems and , initially set by manufacturer to I❑Not Observable ; i❑Not Applicable code specifications. t pp 403.1.2 Heat pump thermostat installed I ,, 1EIComplies [EI10]2 on heat pumps. a; a❑Does Not '❑Not Observable ' t, {❑Not Applicable 403.5:1 Circulating service hot water '❑Complies ['11112 systems have automatic or " ;i❑Does Not accessible manual controls. " " ❑Not Observable l., ;❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Hirsch &Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 9 ofll House\Hirsch &Co. LLC.rck Section Plans Verified Field Verified # ,Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation systems` ;❑Complies [FI25]2 fans not part of tested and listed ❑Does Not t HVAC equipment meet efficacy ,I and air flow limits. [-]Not Observable ; I❑Not Applicable j 403.2 Hot water boilers supplying heat ❑Complies [F126through one-or two-pipe heating 1 ❑Does Not systems have outdoor setback 1 control to lower boder water f ti ?❑Not Observable f temperature based on outdoor f ;a❑Not Applicable !temperature. i 403.5.1.1 (Heated water circulation systems i ❑Complies [F[28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated , return pipe or a cold water supply j❑Not Observable . pipe.Gravity and thermos- 3❑Not Applicable syphon circulation systems are f not present. Controls for ; circulating hot water system ` ; pumps start the pump with signal for hot water demand within the { occupancy.Controls j automatically turn off the pump , when water is in circulation loop is at set-point temperature and { ' no demand for hot water exists. 403.5:1.2 'Electric heat trace systems i❑Complies [F129]2 comply with IEEE 515.1 or UL f " ' 10Does Not 515.Controls automatically i adjust the energy input to the :]Not Observable heat tracing to maintain the ,,•43❑Not Applicable j desired water temperature in the „ 1 piping. 403.5.2 I Water distribution systems that I' �❑Complies [F130]?- have recirculation pumps that I " r❑Does Not pump water from a heated water i supply pipe back to the heated " ❑Not Observable water source through a cold i❑Not Applicable water supply pipe have a demand recirculation water $ ; I system.Pumps have controls Z ! ithat manage operation of the pump and limit the temperature of the water entering the cold 7 water piping to 1049F. 403.5.4• t Drain water heat recovery units i" ,,t;❑Complies [F131]?' tested in accordance with CSA ❑Does Not B55.1.Potable water-side pressure loss of drain water heat ( ]❑Not Observable recovery units<3 psi for J❑Not Applicable individual units connected to one i or two showers.Potable water- side pressure loss of drain water ;•, i heat recovery units<2 psi for individual units connected to L = three or more showers. 404.1 ;75%of lamps in permanent ❑Complies [FI611 fixtures or 75%of permanent P.. ❑Does Not 'fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. { • ❑Not Applicable 404.1.1 Fuel gas lighting systems have „ $❑Complies ; [F123]3' " I no continuous pilot light. ❑Does Not lel I ; ;❑Not Observable UNot Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hirsch &Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 10 of 11 House\Hirsch &Co. LLC.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req ID 401.3 Compliance certificate posted. ;❑Complies • [FI7]2 3❑Does Not ❑Not Observable j❑Not Applicable 303.3 Manufacturer manuals for i 3❑Complies [FI18]3 ;mechanical and water heating ❑Does Not !systems have been provided. , i ❑Not Observable El Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) J 3 1 Low Impact(Tier 3) Project Title: Hirsch &Company LLC Report date: 03/11/17 Data filename: C:\Users\AHMUFF\Documents\Seagate Drive backup 2-28-17\2016 Projects\Vinnie Page 11 ofll House\Hirsch &Co. LLC.rck 015 MCC Energy E mercy Ca 0ficate Above-Grade Wall 28.00 Below-Grade Wall 15.00 Floor 38.00 Ceiling/Roof 51.00 Ductwork(unconditioned spaces): iGlqss D.. . • Window 0.29 0.37 Door 0.29 0.37 H6affncie e • o e Heating System: Cooling System: Water Heater: Name: Date: Comments TRUSS PLACARDING REQUIr.ED -PLUMBER CERTIFICATION DO NOT PROCEED WITH ON LEAD CONTENT BEFORE ,FRA%JING UNTIL SURVEY I COMPLY WITH ALL CODES OF OCCUPANCY 0R CER TIF,.ICATE OF OCCUPANCY OF FOUNDATION LOCATION APPRO ED AS NOTED NEW YO K STATE &TOWN CODES t SOLDER USED IN WATER HAS BEEN APPROV�:D. DATE:-3 l 7 B.P.# - 33 AS RE IRED AND CONDITIONS OF U IS UNLAWFUL �� �; UT CERTIFICATE UPPLYsysTEM CANNOT (� FEE: Y: S"OLOTM%ZBA t t'I� EXCEED 2/10 OF I% LEAD. "l.FCTFrC ��. NOTIFY BUILDI G DEPARTP _ AT „. .a OF OCCUPANCY _ " IS'PECTION F.E.CU1R:-D FO 1802 8AN TO 4PP7 FOR THE SOUIOLDTOIVINTRUSTEES ►^ � 'i,-.� FOLLOWI"dG INSPECTIONS: '�I--��BI�'`� 1. FOUNDATION - TWO REQUIRED N.Y.S.DEC ALL PL; .n1�IS WASTE i ,a/� 1.&WATERT LINE NEED FLOG DAMAGE Pf-7,iT10 '1 I I . 18.201 6 FC'� POURED CONCRETE -'"�- � `' irc � ` r`'�" �R� x "m GENERAL NOTES: 2. ROUGH - FRAMING & PLUMBING DRAINAGE INSPECTIONS ARE REQUIRED TESTING BEFORE COVERING VOLITHOLD TC e 4 CODS: I. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. LARGER SCALE DETAILS A1�L7 �PASYARYOCTION Cnntart TOSnineering at 765-1550 before 03. I1 ,2017 PRECEDENCE OVER SMALLER SCALED PLANS. `► IIVMUST Back`m,OR Provide Engineer's Certification 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE BEFORE START OF CON5� UWT W E1TFCF�1 -BC�. that the drainage has been instal!rd to Cody. OFFICE IS TO BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN51ONS AND CONDITIONS SHOWN ON TiAtLPCOMTRUCTION SHALL MEET TIf NATERING NOTES (IF REQUIRED) Me. 3. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF 2015 INTERNATIONAL HDES OF NEW a v AND AMERICAN FOREST AND PAPER A550CIATION WOOD FRAME CONSTRUCTION MANUAL FOR I AND [�fAl�tl ?� ® �ONSIBLE ifOR DEWATERING PERFORMANCE: DESIGN, FURNI5H, INSTALL,TEST, OPERATE, MONITOR, ° Q EDITION. ALL REQUIREMENTS 1N THE CODE SHALL BE ADHERED TO AS 1F THEY WERE CALLED FOR OR 5 t"ft 1E� -ON ERRORS. AND MAINTAIN DEWATERING SYSTEM OF SUFFICIENT SCOPE, SIZE, AND CAPACITY TO SITE G P,e TH15 SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SHOWN ON THE DRAWINGS MAY Olaf 1 CONTROL HYDROSTATIC PRESSURES AND TO LOWER, CONTROL, REMOVE,AND DISPOSE ARE MORE STRINGENT THAN CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. OF GROUND WATER AND PERMIT EXCAVATION AND CONSTRUCTION TO PROCEED ON DRY, 4. STEP ALL CONCRETE FOOTINGS AND FOUNDATION WALLS TO BEAR ON SOLID UNDI5TURBED,50IL, MINIMUM SOIL BEARING CAPACITY 5TA13LE 5UBGRADE5. TO BE 4,000 P.S.F. A. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 3'-0'BELOW FINISHED GRADE. 2. CONTINUOUSLY MONITOR AND MAINTAIN DEWATERING OPERATIONS TO ENSURE EROSION B. WHERE SLABS ARE SUPPORTED ON FILL,THE FILL SHALL BE COMPACTED IN LAYERS. CONTROL, 5TA13ILITY OF EXCAVATIONS AND CONSTRUCTED SLOPES, PREVENTION OF C. IN ACCORDANCE WITH STATE CODE CONCRETE SHALL BE AIR-ENTRAINED WITH A TOTAL AIR CONTENT OF NOT LE55 THAN 5% FLOODING IN EXCAVATION, AND PREVENTIDN OF DAMAGE TO 5UBGRADE5 AND OR MORE THAN 7%. PERMANENT STRUCTURES. 5. ALL STRUCTURAL WOOD MEMBERS TO BE NUMBER 1 HEMFIR OR BETTER(Fb=1,400 P.S.I.). ALL OTHER WOOD MEMBERS TO BE Y NUMBER 2 HEMFIR OR BETTER. (3)2"X 8"5 WITH (2) 1/2'PLYWOOD FLITCH BETWEEN FOR G" WALLS AND(2)2'x 1 O'WITH (1)112" 3. PREVENT SURFACE WATER FROM ENTERING EXCAVATIONS BY GRADING, DIKES, OR OTHER o` PLYWOOD FLITCH BETWEEN FOR 4"WALL5 UNLESS OTHERWISE NOTED. A. INTERIOR WALLS AND PARTITIONS SHALL BE 2"X 4" MEANS. v N WOOD STUDS I G'O.C. WITH 112'GYPSUM BOARD TAPED AND SPACKLED 3 COATS. B. EXTERIOR WALLS TO BE 2'X G.WOOD NORTH a� U STUDS I G'O.0(UNLESS OTHERWISE NOTED ON PLANS AND DETAILS)WITH WITH GYPSUM BOARD FASTENED TO INTERIOR OF 4. ACCOMPLISH DEWATERING WITHOUT DAMAGING EXISTING BUILDINGS,STRUCTURES,ANDe3' gate N Bayview Rd Ext EX STUDS,TAPED AND 5PACKLED 3 COATS. EXTERIORTO BE COVERED WITH 112'CDX EXTERIOR PLYWOOD AND WITH'TEK YV ' 51TE IMPROVEMENTS ADJACENT TO EXCAVATION. �er' niek p� a N Bayview Rd Ext INFILTRATION BARRIER. EXTERIOR FINISH MATERIAL TO BE VINYL SIDING TO MATCH EXISTING,COLOR AS SELECTED BY OWNER, AS NOTED ON PLANS. 5. REMOVE DEWATERING SYSTEM WHEN NO LONGER REQUIRED FOR CONSTRUCTION. LOCATION MAP EX3 G. ALL ROOF AND WALL PLYWOOD SHALL BE CDX EXTERIOR GRADE AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF r THE U.S. PRODUCT STANDARDS PS-1, AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN G. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION _ PLYWOOD ASSOCIATION. REGULATIONS BEFORE BEGINNING DEWATERING. COMPLY WITH WATER-AND a N.T.S. 7. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, PROVIDE 5IMP50N 18 GA.GALVANIZED STEEL JOIST AND BEAM DEBRIS-DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. HANGERS. A. DOUBLE ALL FRAMING UNDER PARALLEL PARTITIONS AND TRIPLE ALL FRAMING UNDER POSTS ABOVE. PROVIDE FIRE STOPPING AS REQUIRED AROUND ALL OPENINGS AS PER N.Y.5. CODE. B. PROVIDE AT LEAST DOUBLE JOISTS AND HEADERS AT WATER CL05ET DRAINS, BATHTUBS,AND AT ALL VENT AND MECHANICAL OPENINGS 2'-0'OR MORE IN WIDTH. C. PROVIDE I'X 3" 15. OPERATE SYSTEM CONTINUOUSLY UNTIL DRAINS, 5EWER5, AND STRUCTURES HAVE BEEN BRIDGING BETWEEN ALL FLOOR JOISTS. MAXIMUM SPACE BETWEEN ROWS OF BRIDGING AND BETWEEN BRIDGING AND SUPPORTS CONSTRUCTED AND FILL MATERIALS HAVE BEEN PLACED OR UNTIL DEWATERING 15 NO LONGER SHALL BE 8'-0". 8. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL, Ie;CHIMNEY, ROOFS,WINDOWS, DOOR5,ETC. EXECUTION REQUIRED. 9. WINDOWS ANDERSON 400 SERIES, SHALL BE OF THE SIZE AND TYPE NOTED AND SHALL BE SUPPLIED COMPLETE WITH INSULATED GLASS AND SCREENS. (MIN. R=1.70). WINDOW AND DOOR HEADS TO BE SET AT 0-8'ABOVE FINISH FLOOR. A. NEW EXTERIOR 1. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY IG. OPERATE SYSTEM TO LOWER AND CONTROL GROUND WATER TO PERMIT EXCAVATION, DOORS ARE TO BE INSULATED AND COMPLETELY WEATHER STRIPPED. (MIN. R=2.50). B. INTERIOR DOORS ARE TO BE FLUSH, SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY DEWATERING CONSTRUCTION OF STRUCTURES, AND PLACEMENT OF FILL MATERIALS ON DRY 5UBGRADE5. SOLID CORE WOOD, STAINED AND FINISHED AS DIRECTED BY OWNER. PROVIDE TEMPERED GLA55 IN ALL UNITS AS REQUIRED BY OPERATIONS. DRAIN WATER-BEARING STRATA ABOVE AND BELOW BOTTOM OF FOUNDATIONS, DRAINS, 1N- NYS CODE. SEWERS, AND OTHER EXCAVATIONS. (� 10. VERIFY ALL DIMENSIONS AND SIZES OF WINDOWS WITH MANUFACTURER BEFORE PROCEEDING WITH ROUGH FRAMING AND RELATED 2. PREVENT 5URFACE WATER AND SUBSURFACE OR GROUND WATER FROM ENTERING EXCAVATIONS, FROM (� WORK. PONDING ON PREPARED 5UBGRADE5, AND FROM FLOODING 51TE OR SURROUNDING AREA. 17. DO NOT PERMIT OPEN-SUMP PUMPING THAT LEADS TO L055 OF FINES, 501L PIPING, 1 1. ALL EXTERIOR WOOD AND ALL WOOD RESTING ON TOP OF CONCRETE SHALL 13E PRESERVATIVE TREATED WITH OIL-BORNE CHEMICALS 5U13GRADE SOFTENING, AND SLOPE INSTABILITY. W N IN ACCORDANCE WITH AWPA STANDARDS. A. ALL WOOD PO5T5 RESTING ON TOP OF CONCRETE SHALL HAVE GAL'VD METAL 3. PROTECT 5UBGRADE5 AND FOUNDATION SOILS FROM SOFTENING AND DAMAGE BY RAIN OR WATER LO SEATS ANCHORED TO CONCRETE. ACCUMULATION. 18. REDUCE HYDROSTATIC HEAD IN WATER BEARING STRATA BELOW 5UBGRADE ELEVATIONS = I� 12. PATCH AND REPAIR ANY DAMAGED EXISTING WORK TO REMAIN, MATCH EXISTING CONDITIONS AND MATERIALS. OF FOUNDATIONS, DRAINS, SEWERS, AND OTHER EXCAVATIONS. 13. ROOF DESIGN LOADS = 20#LIVE LOAD + 10#DEAD LOAD = 30#S. F.TOTAL LOAD. FLOOR DESIGN LOADS =40#LIVE LOAD + 4. INSTALL DEWATERING SYSTEM TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS,WALKS, AND OTHER V 1 15#DEAD LOAD = 55#S.F.TOTAL LOAD. ADJACENT OCCUPIED AND USED FACILITIES. 19. MAINTAIN PIEZOMETRIC WATER LEVEL A MINIMUM OF[24 INCHES(GOO MM)] [GO INCHES _ 14. ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C. AND CHAPTERS 35-43 OF THE RESIDENTIAL (1500 MM)] <IN5ERT DIMENSION> BELOW BOTTOM OF EXCAVATION. Q CODE OF NY STATE AND SHALL BE U.L. APPROVED. ELECTRICAL CONTRACTOR IS TO FILE FOR ALL REQUIRED PERMITS AND OBTAIN 5. DO NOT CLOSE OR OBSTRUCT STREETS,WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT IL ALL REQUIRED CERTIFICATES. PERMISSION FROM OWNER AND AUTHORITIES I'.WING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND 20. DISPOSE OF WATER REMOVED BY DEWATERING INA MANNER THAT AVOIDS ENDANGERING LL._ 15. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-33 OF THE RESIDENTIAL CODE OF NY STATE. CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY AUTHORITIES HAVING JURI5DICTION. PUBLIC HEALTH, PROPERTY, AND PORTIONS OF WORK UNDER CONSTRUCTION OR COMPLETED. PLUMBING CONTRACTOR 15 TO FILE FOR AND OBTAIN ALL REQUIRED PERMITS AND OBTAIN ALL REQUIRED CERTIFICATES. PLUMBING DISPOSE OF WATER AND SEDIMENT IN A MANNER THAT AVOIDS INCONVENIENCE TO OTHERS. 0L FIXTURES AND FITTINGS TO BE AS SELECTED BY THE OWNERS. G. PROVIDE TEMPORARY GRADING TO FACILITATE DEWATERING AND CONTROL OF SURFACE WATER. • OL I G. WHEN INTERIOR ALTERATIONS, REPAIRS,ADDITIONS OR CONVERSIONS REQUIRING A PERMIT OCCUR,THE INDIVIDUAL DWELLING UNIT 21. REMOVE DEWATERING SYSTEM FROM PROJECT SITE ON COMPLETION OF DEWATERING. r , 0 SHALL BE PROVIDED WITH CARBON MONOXIDE DETECTORS AND SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS IN 7. PROTECT AND MAINTAIN TEMPORARY ER0510N AND SEDIMENTATION CONTROLS,WHICH ARE SPECIFIED IN PLUG OR FILL WELL HOLES WITH SAND OR CUT OFF AND CAP WELLS A MINIMUM OF 3G INCHES `J �/ }- ACCORDANCE WITH CODE,THE C.O. DETECTORS AND SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. t5ECTION 01 5000"TEMPORARY FACILITIES AND CONTR015,'q (900 MM) BELOW OVERLYING CONSTRUCTION. • Z 17. WALL, INTERIOR WALL COVERINGS AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH CODE. 0 LLJ W 18. FOR ADDITIONAL INFORMATION, GENERAL CONTRACTOR 15 TO CONSULT SPECIFICATIONS BEFORE START OF ANY WORK. 22. OBSERVATION WELLS: PROVIDE OBSERVATION WELLS OR PIEZOMETERS,TAKE LL- GENERAL LGENERAL CONTRACTOR IS TO COORDINATE ALL WORK WITH HIS SUBCONTRACTORS TO INCLUDE ALL WORK DESCRIBED AND SHOWN 5. INSTALL DEWATERING SYSTEM UTILIZING WELLS,WELL POINTS, OR SIMILAR METHODS COMPLETE WITH PUMP MEA5UREMENT5, AND MAINTAIN AT LEAST THE MINIMUM NUMBER INDICATED; ADDITIONAL ON THE DRAWINGS AND SPECIFICATIONS. EQUIPMENT, STANDBY POWER AND PUMPS, FILTER MATERIAL GRADATION, VALVES, APPURTENANCES,WATER OBSERVATION WELLS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION. Z J 19. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION.THESE PLANS ARE INSTRUMENTS OF SERVICE AND DISPOSAL,AND SURFACE-WATER CONTROLS. 0 Z REMAIN THE PROPERTY OF THE ARCHITECT. 23. OBSERVE AND RECORD DAILY ELEVATION OF GROUND WATER AND PIEZOMETRIC WATER U • 0 0 20. THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHARGE OF, AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND 9. SPACE WELL POINTS OR WELLS AT INTERVALS REQUIRED TO PROVIDE SUFFICIENT DEWATERING. LEVELS IN OBSERVATION WELLS. 0 METHODS,TECHNIQUES,SEQUENCE AND PROCEDURES OR FOR THE SAFETY PROGRAMS IN CONNECTION WITH THE PROJECT 10. USE FILTERS OR OTHER MEANS TO PREVENT PUMPING OF FINE SANDS OR SILTS FROM THE 5UB5URFACE. 24. REPAIR OR REPLACE,WITHIN 24 HOUR5, OBSERVATION WELLS THAT BECOME INACTIVE, Q DAMAGED, OR DESTROYED. IN AREAS WHERE OBSERVATION WELLS ARE NOT FUNCTIONING ( 1 Q 1 1. PLACE DEWATERING SYSTEM INTO OPERATION TO LOWER WATER TO SPECIFIED LEVELS BEFORE EXCAVATING PROPERLY, SUSPEND CONSTRUCTION ACTIVITIES UNTIL RELIABLE OBSERVATIONS CAN BE MADE. V BELOW GROUND-WATER LEVEL. ADD OR REMOVE WATER FROM OBSERVATION-WELL RISERS TO DEMONSTRATE THAT Z OBSERVATION WELLS ARE FUNCTIONING PROPERLY. 12. PROVIDE SUMPS,SEDIMENTATION TANKS,AND OTHER FLOW-CONTROL DEVICES AS REQUIRED BY AUTHORITIES O U 0 SYMBOL KEY SCN EDU LE OF DRAWINGS HAVING JURISDICTION. 25. FILL OBSERVATION WELLS, REMOVE PIEZOMETERS, AND FILL HOLES WHEN DEWATERING IS _ COMPLETED. T LL Z 13. PROVIDE 5TANDBY EQUIPMENT ON-SITE, INSTALLED AND AVAILABLE FOR IMMEDIATE OPERATION,TO MAINTAIN �J 1 0-- F- 51 COVER SHEET * NOTES DEWATERING ON CONTINUOUS BASIS IF AVY PART OF 5Y5TEM BECOMES INADEQUATE OR FAI15. 2G. PROVIDE CONTINUAL OBSERVATION TO ENSURE THAT SUBSURFACE SOILS ARE NOT BEING Z 0 REMOVED BY THE DEWATERING OPERATION. U 52 NOTES 14. PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEWATERING. 1 ) LLJ 0 ELEVATION LETTER53 SCHD PLOT PLAN * S.W. DRAINAGE CALX. 27. PROTECT AND MAINTAIN DEWATERING SYSTEM DURING DEWATERING OPERATIONS. U w V A- SHEET NUMBER IL 54 STORM WATER MANAGEMENT PLAN p a- 2 DETAIL OR SECTION NUMBER Al FOUNDATION PLAN R308.4.7 Glazing adjacent to the bottom stair landing. D SHEET NUMBER A2 FIRST FLOOR PLAN Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches(914 mm) (L _ above the landing and within a 60-inch (1524 mm)horizontal arc less than 180 degrees from the bottom tread D KEY TO DOOR 5CHEDULE A3 SECOND FLOOR PLAN nosing shall be considered to be a hazardous location. MAR 1 5 2017 A4 NORTH WEST ELEVATION O KEY TO WINDOW 5CHEDULE Exception: The glazing is protected by a guard complying with Section R312 and the plane of the glass is more . A5 SOUTH EAST ELEVATION than 18 inches(457 mm)from the guard. LUILDING DEPT. 1 AG SECTION A TOWN OF SOUTHOLD ROOM NUMBER I�- PARTITION TYPES EI FIR5T FLOOR ELECTRICAL PLAN E2 SECOND FLOOR ELECTRICAL PLAN 60" ! `' - - COLUMN and GRID NUMBER P i PLUMBING RISER DIAGRAM LANDING PARTITION LEGEND DI METAL ROOFING DETAILS' �`1123 -1�EL 2 D2 FRAMING NOTES 0.0 VERTICAL ELEVATION 60" S 60- IXISTING WALLS D3 5TRAPING DETAILS T TO REMAIN D4 SPECIFICATIONS -_ ._ _ _ EXISTING WALLS F i FIRST FLOOR FRAMING PLAN TO bE REMOVED S F2 SECOND FLOOR FRAMING PLAN NEW WALLS F3 ROOF FRAMING *:.:..;: NEW FOUNDATION WALLS _ FIGURE R308.4.7 PROHIBITED GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS 1 1 . 18.2016 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ABB REV I ATI O N 5 ELECTRICAL N OTE5 03' 1 1 "2017 A.F.F. ABOVE FINISH IN. INCHES I . ALL APPROVED WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH GROUND WIND SEISMIC WIND WINTER ICE SHIELD FLOOD SPEED FLOOR INT. INTERIOR THE N.E.0 AND SHALL BE U.L. APPROVED. ELECTRICAL CONTRACTOR IS TO FILE LOAD CATEGORY TEMP REQUIRED ATT. ATTACHED SNOW DESIGN WEATHER FROST TERMITE DECAY DESIGN UNDERLAY HAZARD IN5UL. INSULATION FOR ALL THE REQUIRED PERMITS AND OBTAIN ALL REQUIRED CERTIFICATES. (MPH) -ING DEPTH I I ALUM. ALUMINUM LB POUND 2. ALL UNDERSLAB WIRING SHALL BE RUN IN CONDUIT. BLDG BUILDING MOD./ SLIGHT I I YES BY PLAN MAX. MAXIMUM 25 130 C SEVERE 3G" BLK BLOCK MECH. MECHANICAL A. CONDUCTORS SHALL BE COPPER, GENERALLY WITH GOO-VOLT RATED IN5UL.. HEAVY / MOD. SAM BLKG BLOCKING MFGR MANUFACTURER BRANCH CIRCUIT WIRING MINIMUM SIZE, #14 OR#12, TYPE 'TW° OR"NCI" AS REQ. B. C.J. CONTROL JOINT MIN. MINIMUM INCREASE WIRE SIZE BY ONE ON ALL BRANCH CIRCUITS OVER 100 FT IN LENGTH. TABLE R301 .5 TABLE R301 .7 CENTER LINE M.O. MA50NRY OPENING TUBING. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF 5TRUCTRAL MEMBERS ELG CEILING CONC. CONCRETE NO. NUMBER 3. CONDUITS IN GROUND UNDER CONCRETE SLAB OR EXPOSED TO (IN POUNDS PER SQUARE FOOT) CONT. CONTINUOUS N.I.C. NOT IN CONTRACT EXTERIOR SHALL BE GALVANIZED RIGID STEEL. USE LIVE LOAD STRUCTURAL MEMBER ALLOWABLE DIA. DIAMETER N.T.S. NOT TO SCALE DEFLECTION DWG DRAWING O.C. ON CENTER 4• ALL SWITCHES AND RECEPTACLES TO BE MOUNTED FLUSH, GROUNDING UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPNG OPENING TYPE RATED 20 AMPS; COMPLETE WITH WALL PLATES COLOR AS SELECTED BY EA. EACH OWNER. WEATHERPROOF DUPLEX RECEPTACLES (INDICATED WP) SHALL BE RATED U 180 EL. ELEVATION PLYWD PLYWOOD UNINHABITABLE ATTICS WITH STORAGE 20 RAFTER5 W/SLOPES > 3 W/ NO FIN. ELEV. ELEVATION 15 AMPS WITH STEEL WEATHERPROOF COVER PLATE. 1 z P.S.F. POUNDS PER CEILING ATTACHED TO RAFTERS ELEC. ELECTRIC(AL) SQUARE FOOT HABITABLE ATTICS WITH FIXED STAIRS 30 EQ. EQUAL p S i• POUNDS PER 5. INSTALL JUNCTION BOXES FOR LIGHT FIXTURES WHERE SHOWN AS INDICATED EQUIP. EQUIPMENT SQUARE INCH ON THE DRAWINGS. VERIFY LOCATIONS OF FIXTURE OUTLETS TO CAUSE NO EXTERIOR BALCONIES DECKS 40 INTERIOR WALLS AND PARTITIONS H/180 EXP.JT. EXPAN51ON JOINT R.B. RIDGE BEAM INTERFERENCE WITH PIPING, EQUIPMENT, AND ARCHITECTURAL TREATMENT. EXT. EXTERIOR REINF. REINFORCE FIRE ESCAPES 40 FLOORS AND PLASTERED CEILINGS U3GO F.D. FLOOR DRAIN REM MM REQUIRED ROOM G. INSTALL ALL WIRING FOR MECH. EQUIPMENT AND CONTROLS INCLUDING FIN. FINISH FFLOOR R.R. ROOF RAFTER HVAC UNITS, HOT WATER HEATERS, EXHAUST FANS, ETC. GUARDRAILS AND HANDRAILS 200 F.R. FIRE RE5151-ANT SIM. SIMILAR ALL OTHER STRUCTURAL MEMBERS U240 SPECS SPECIFICATIONS GUARDRAILS IN-FILL COMPONENTS 50 GA. GAUGE SQ.FT SQUARE FOOT 7. LEGEND, WP (WATER PROOF), GFI (GROUND FAULT EXTERIOR WALLS WITH PLASTERGALV'D GALVANIZED 5U5P. SUSPENDED INTERRUPTER) PASSENGER VEHICLE GARAGES 50 H/3GO G.W.B. GGYYPS�UpM WALL S.C. SELF CLOSING OR STUCCO FINISH G.C. GENERAL THK THICK (m TYP. TYPICAL ELECTRICAL LEGE N D ROOM OTHER THAN SLEEPING ROOMS 40 EXTERIOR WALLS - WIND LOADa U240 CONTRACTOR T.O.S. TRIM OUT SOFFIT W N WITH BRITTLE FINISHES MGT HIEGHT V.R. VALLEY RAFTER SLEEPING ROOMS 30 I— EXTERIOR WALLS - WIND LOADa H.M. HOLLOW METAL STAIRS TH 40 WITH FLEXIBLE FINISHES U240 WHO WITH OUT NEW RECEPTACLE, COVER PLATE AND BOX INSTALL 18" A.BOVE U WD WOOD FINISHED FLOOR UNLESS OTHERWISE NOTED 0Z — NOTE:L = SPAN LENGTH, H = SPAN HEIGHT W.W.F. WELDED WIRE FABRIC Q NEW FLOOR RECEPTACLE, COVER PLATE AND BOX 11 LL INTERNAL PRESSURE: ALL WINDOWS ANDERSEN 400 SERIES WITH SIMULATED DIVIDED LIGHT WITH NO SPACER U NEW CEILING MOUNTED RECEPTACLE, COVER PLATE AND BOX. WINDOWS IN BUILDINGS LOCATED IN WIND BORNE DEBRIS REGION BAR* 3" MUNTIN5 COLOR AS SELECTED BY OWNER. TEMPERED GLA55 WHERE REQUIRED BY - 027 (PROPERTIES WITHIN I-MILE OF COASTAL WATERWAYS) CODE. SEE PLANS FOR WALL INSULATION VALUES TO CALCULATE EXTEN51ON JAMB SHALL HAVE GLAZED OPENINGS PROTECTED FROM WINDBORNE DEBRIS THICKNESS. MINIMUM DOUBLE PANE WITH LOW E GLAZING OR BETTER. -`r OC O 5 OR THE BUILDING SHALL BE DESIGNED AS A PARTIALLY ENCLOSED BUIULDING +NEW RECEPTACLE, COVER PLATE AND BOX INSTALL 18" A.BOVE I • W 2'-1115/�d 3'.Q 13/16" DoorlNmenslon 4'-11 U4• w8>aoll+Dinlensbn IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING Window Dimension (1504) (9!3) FINISHED FLOOR UNLESS OTHERWISE NOTED = W PROTECTION FOR WINDBORNE DEBRIS SMALL MEET THE REQUIREMENTS OF THE 5•-115/8• (1037) MMhmun 5,0• Roux,,,„ 3'927) ZLL_ • z Window Dimension 3 . Raigdl OpBnInB (1524) Ro"gfi Opening (927) Z LARGE M15511 F TEST OF ASTM 1996 AND OF A5TM E 188G REFERENCED THEREIN. (1826) Minimum 3'-5 /s ., Rough Opening (1051) UnotmhuctedGlass 187/a• Unobshcted(tass 319/te• ,l Minimum 6'-01/8" (aanmLwMesehmm (802) NEW SWITCH, COVER PLATE AND BOX INSTALL 54 ABOVE Z Rough Opening (sn®awanelonly) (479) EXCEPTION: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G" (1832) , , tea 31�/e• FINISHED FLOOR (R- FOR DIMMER) U U' L INCH AND A MAXIMUM SPAN OF 8 FEET SMALL BE PERMITTED FOR OPENING Unobstructed Glass 311/8" i�\ iL (single sasn Dory) 1703 ^ i `� PRTOTECTtON IN ONE- AND TWO -STORY BUILDINGS. PANELS SHALL BE PRECUT ., N ' -' ~d " o m e m NEW 3-WAY SWITCH, COVER PLATE AND BOX INSTALL 54 ABOVE C l TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED IN in " `° " `' - �^M �•/ Irl — — < - FINISHED FLOOR ACCORDANCE WITH TABLE R301 .2. 1 .2 OR SHALL BE DESIGNED TO RES15T THE N _ A=315o68ss' Z � i�wl+ COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PA3560 rMcxwl5a- sosllss NEW OWNER SUPPLIED RECESSED FIXTURE INSTALL REQUIRED 0 LU OL PROVISIONS OF THE INTERNATIONAL BUILDING CODE. (AP352V/A351) fWH508055 Q WOOD BLOCKING TO SUPPORT FIXTURE, SHOWER* CLOSET U U_ WINDOW 103 WINDOWOD 5"'"R RATED WHERE REQUIERD lL Z TABLE R301 .2. 1 .2 WINDOWOA TEMPERED GLA55 DOOR © MOUNTED FIXTURE INSTALL W O NEW OWNER SUPPLIED WALL WINDBORN DEBRIS PROTECTION FASTENING SCHEDULE 1'-sl/z• 5'-ilk• REQUIRED WOOD BLOCKING TO SUPPORT FIXTURE Z U 3'-15/8' Window Dimension (521) WindowDimension (1819) 0 = O - FOR WOOD STRUCTURAL PANELS a,b,c,d Window Dimension (956) lL.l (n . Minimum 6'•01/8' \JJ - V 5'2 3/4' Minimum 1-9 � ' V F— WlndowDimension Rou Opening Rough Opening (1832) P NEW OWNER SUPPLIED CEILING MOUNTED FIXTURE WITH PULL ^/ W FASTENER SPACING (1594) Minimum 3 21/6 gh (533) Q 0 n/ _Z FASTENER Mlnrtmnli 5'3V<" Rough Opening (968) Unobstructed Glass 16�^ D"°b�""�G'a`S 819/16" STRING INSTALL REQUIRED WOOD BLOCKING TO SUPPORT p_.. 4 FOOT (casementsinge sash ony) (sot) FIXTURE 0 �— O n PANEL SPAN G FOOT Rough OpeMng (1607) (casement,single sash onfy) (410) TYPE < PANEL < PANEL SPAN Unobstructed Glass 31" Unobstructed Glass ss 13/18" < 4 FOO unobswaedGiass 271/13• (lower sash only) (787) Unobstructed Glass 1511!16" (transom,singe sash only) 1 (1697) p-' LL — < SPAN < 8 FOOT (Sk*sash 0* (689) — G FEET (trarlsom,smglesash ally) (398) CABLE TELEVISION OUTLET, INSTALL 18" ABOVE FINISH FLOOR _ a a !a fh OD LO 2-I/2" #8 °n " ` 00 °O � O � � V UNLESS OTHERWISE NOTED �'; m N m co r r M �, M .�-. O ' N st M " 1 O" 8" S - - - I G o o q -- ED- Ai(2281 M �" M ^' .r V N C iv c11v ' in WOOD SCREWS ,r' 2-112" #I O Tw3o32 cru125 a" P TELEPHONE OUTLET, INSTALL 18" ABOVE FIN15H FLOOR UNLE5S ��`' S� HENRY WOOD SCREWS I G" 12" 9" WINDOW EO cxwzs OTHERWISE NOTED WINDOW FO WINDOW© WINDOWO �` In Dooroimensim, 3`011)' 9'9' CEILING MOUNTED SMOKE DETECTOR, INSTALLED ON SEPERAT 1 2-1/2211 Xq LAG I G" I G" 1 Gel (918) unft Dimension ( SD 1 2972) CIRCUIT / SCREWS Minimum 3'-1• 9'-93/.• to Rough Opening (940) Window Dimension .3'-1�)� 2'-11 151ts' Rough Opening � (2661) 'FT Unobstructed Glass 24 7/8' (956) Dimension Unobstructed Glass *F(5371)11(5317) 31125 Q` (956) (913) 211/8'21 ye" 211/8.211/8• CO CARBON MONOXIDE DETECTOR, INSTALL 18" ABOVE FINISH F F NE�1 • —� G a. TH15 TABLE IS BASED ON 180 MPH WIND SPEEDS AND A 33-FOOT (single panel only) (632) Minimum s' -2 ua• Minimum 3'-Olh' I(•5 (537) (537)1(537)1 FLOOR UNLESS OTHERW15E NOTED MEAN ROOF HEIGHT. Rough opening (968) Rough Opening b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE (827) ,' UnObsullCted Glass 31' cV (lower sash only) TT (787) Unobstructed Glass 31116" o o WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LE55 THAN _ ( �,o„y) N ! -► ` NEW EXHAUST FAN, MIN 70 CFM, DUCTED TO OUTSIDE, INCH FROM THE EDGE OF THE PANEL. Q - (791) -` i " " E vCAPPED WITH SCREENED LOUVER. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN 4 -EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO TME BUILDING FRAME _ V " q °' '" °° JUNCTION BOX, COORDINATE WITH OWNER ON LOCATION. El FASTENERS SHALL BE LOCATED NOT LF-55 THAN 2 1/2" FROM THE EDGE OF _ - FM31611A `" `" v FING 10088.4• J RFWH31611AL TW3o410a AXW31 FWG 1006114 CONCRETE. FM3180AL DIGITAL THERMOSTAT WITH 7 DAY PROGRAMMING FOR d. PANELS ATTACHED TO MASONRY OR MA50NKY/5TUCCO SHALL BE ATTACHED WINDOW JO WINDOW KO WINDOW© H SIMULTANEOUS HEATING AND COOLING, INSTALL GO" AFF. U51NG VIBRATION - RE515TANT ANCHORS HAVING AN ULTIMATE WITHDRAWL WINDOW(D CAPACITY OF NOT LE55 THAN 1500 LB5. 1 1 . 18.2016 03. 1 1 .2017 a - I SURVEY OF P/0 LOT 297 & LOTS 298 , 299 & 300 MAP OF GOOSE BAY ESTATES FILE No. 1176 FILED NOVEMBER 13, 193 SITUATE SOUTHOLD n TOWN OF SOUTHOLD a ���. �, ���� SUFFOLK COUNTY, NEW YORK ,mss, S.C. TAX No. 1000-77-01 -06 9� -a k � l.��� L7 "=30" e lY �� , O, :. SCALE 1 =30 - MAY 15, 20134. � m MARCH 30, 2015 ADD PROPOSED ADDITIONS AAYt— m ,gam MAY 5. 2415 ADD PROPOSED HOUSE �� @ CQr W N �P�. ��• 4`y �� AREA = 9,800 sq. ft. NINO QaA tf) Qo 0.225 ac. OFAAp � _ O Off' U 1 v , 14? � (y)° 10 10/ �, 4 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM c �" / +�, `�' - `' \ �� EXISTING ELEVATIONS ARE SHOWN THUS:.�.o �— \ 4 t .) Vic, •tSr-• \'�`�' ` \ OJ' 0 F.Fl. - FIRST FLd7R U_ \\ "' O �/f \ � C.F'L. GARAGE FLOOR � ^, 'r� ,p �'C? TD _ TOP OF 6'JLKHEAD • LJL Q. \ V .perC�C�1� _ _ _ :• `� �FC� lP .r 4 �a 89 BOTTOM OF BULKHEAD NOTE: 2. FLOOD ZONE INFORMATION TAKEN FROM: U }" 0 PROPOSED HOU5E FLOOD INSURANCE RATE MAP No. 36103CO166H • z �. 15 SUPERIMPOSED ONTO ZONE AE: BASE FLOOD ELEVATIONS DETERMINED Y W /�.. G� X. �. o THE MAP APPROVED BY THE ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD: AREAS OF 1% ANNUAL O = Z CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT ZDA DEC1510N 6845, DATED: OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: Z J ~ .d o� AND AREAS PH01 ECTEu BY LEVEES FROM 1% ANNUAL CHANGE FLOOD. �d�f MAY 2 1 , 2015 z v�\ � Q� ZOtdE AEN___')_ S`t J \7 c/yS 9 t ' p4 O• • rr nn O # PREPARED IN ACCORDANCE WITH THE TA13LISH r ` o V ZONE�X ._ STANDARDS FOR 1'TfLE SURVEYS AS ESTABLISHED U BY THE SUCH NP PROVED AND ADOPTED ORUSE BYTHENEW YORK STATE LAND TITLE ASSOCIATION. IL 'moo , 0p9�t , �° FINAL MAP U o = aa,�o9j/ 8.4J�y ��,� y�A.� REVIEWED BY ZBA o SEE DECISION # W V V Z DATED LU z U 0 LU i N.Y.S. Lic. No. 50467 O a W ` ? UNAUTHORIZED ALTERATION OR ADDITION O PROPOSED TOTAL, LOT COVEJ�ACE " � z ' TO THIS SURVEY IS A VIOLATION OF Nathan T of t Corwin 1110 o DESCRIPTION AREA � LO7 COVERAGE 1 SECTION 7209 OF THE NEW YORK STATE 0 I EDUCATION LAW. HOUSE 1,028 sq. ft. 10.51 COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor - I THE LAND SURVEYOR'S INKED SEAL OR FRONT PORCH 36 sq. ft. C.4% PROPOSED BUILDING COVERACE EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FRONT STEPS 28 sq, ff. 0.3y, DESCRIPTION AREA Y. LOT COVERAGE CERTIFICATIONS INDICATED."FREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. HOUSE 1,028 S ft05% JI ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegn0 L.S. DECK WITH STEPS 210 sq. ft. 2.1X q• . . ,I IS PREPARED, AND ON HIS BEHALF TO THE ' TITLE COMPANY. GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Pions — COnstruclion Layout �� JSP HENS C TOTAL 1,302 sq. it_ 13,3Y FRONT PORCH 36 sq. ft. 0.4% I LENDING INSTITUTION LISTEN HEREON, AND 7 !i TO THE ASSIGNEES OF THE LENDING.INSTI- 4 TUTION_ CERTIFICATIONS ARE NOT TRANSFERABLE "PHONE (631)727-2090 Fox (631)727-1727 TOTAL 5,064 sq. ft. 10.9% , OFFICES LOCATED AT MAILING ADDRESS THE OREXIEASE NT RIGHT C WAYS 1556 Main Road P.O. Box 16 1 AND/OR EASEMENTS OF RECORD, IF James orf, New York 11947 James ort, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. P P 031125 eN_ `�0 1 1 . 18.2016 03. 1 1 .2017 FF EL 10.5 FF EL 10.5 /r l 321-011 CRAWL CRAWL 13'-4" 18'-8" 5PACE SPACE A Joist/Truss :�i IL: GR GR > EL 5.0 5i> v 4' EL 4.5 z " z. e _Z 4X4 ACO POST ON P4CONC•X 1 2' DEEP Solid perimeter 4: !�- Crawlspace Dfoundation wall ROP FOOTING A5 QUIRED TO 5E 36 BELOW G E. W!3#3 BARS EA.WAY I •- 'Q m — D (CMU or poured _ nusn Bnn:z-zx 10 r�ca. h sM:z-2X i o concrete) ♦_Flood opening FOUNDATION WALL FOUNDATION WALL r : , - �— - o No more than SECTION A - A SECTION B - B — — — L- 1 � -1 L Interior grade I SMART VENT 1 foot •o MODEL = EQ. EQ. 1 FF k F71540-51 O > I 1 2'-G" EL 10.5 10.5 G G DOUBLE D.J. B _ "' Exterior grade '�- NK I I Ie � 9' — _ . o Footing depth per n- CRAWL RAWL — — — building code PACE GR SPACE GR �� o I I 32" SQ. SMART VENT o TYPICAL 5MART VENT IN5TALLATION EACH DEL EL G.0 EL G.O _ 51 STEEL COL. 5�0--510 = _ VENT PROVIDE5 200 5Q. FT. OF VENTING. > I 30" X 30" INSUL. `-�'I I CRAWL5PACE AREA = 1 ,028 5F/ G VENT5 z= z Z WEATHER5TRIPPED CRAWL 5PACE `n I I o o PROVIDED 1200 5Q. FT. VENTING j m PVC HATCH 2" P.CONC SLAB MINIMUM m m OVER G MIL. VAPOR STEEL COL. - N `o I BARRIER OVER 5" RCA - m FP w — m 4 COMPACTED FILL TO 90% �' I m EL 10.5 ~ � I - I SMART VENT m I O FOUNDATION WALL FOUNDATION WALL ~ SMART VENT MODEL 1-- C' U C MODEL 1540-5IO p GR Q m 5ECTION C - C SECTION D - D = 1540-510 EL 8.0 �p 5 �-- LL N � 8'-10" I I '-8" It.- � � > CRAWLSPACE 31,F - F DROPPED BM: 5T ELOCOL. FROM ABOVEBI B d m • Z DROPPED BM: 3 - I 1 7/8'L.V.1-25 3 - 1 1 7/8"L.V.L.'5 DROPPED BM: 3- 117/8"L.V.L.'5 I Z O P _ _ .� _ _ r(2� pL z I . Proper Opening Requirements L — 7TI2°x24"P.CONC. PIER REINF.W/6#4 I 0 �O ---' W w An elevated building with an enclosure or I SMART VENT REBAR H*V ON 24"WIDE X 36"LONG I D- FF F- Z MODEL P.CONC. FOOTING W/#4 REBAR @ 6"EA. O Z crawlspace below the elevated floor with proper o �-1540-510 WAY I o EL 10.5 0 Z flood openings (flood vents) in the enclosure or 5MART VENT I FOUNDATION WALL \ F-" U 0 p g I :: I MODEL I :, SECTION E - E Q crawls ace can be rated using the elevated floor MODEL 10 Q as the lowest floor. (For elevated buildings with I I I 1 4'TJI RIM J015T IL ( 1 Q proper flood openings in an unfinished enclosure CRAWL( to v � � O = SPACE or crawlspace, the Application should indicate I = I GR Z "No" for enclosure.) This rule applies to buildings I I > EL 5.5 O ' w O AO AH AR z U U Z in zones A, A I-A30, AE, , and AR Dual. I I LL All enclosures (Including an elevator shaft, aw O garage, or a crawlspace) below the lowest elevated ° F1 floor must be designed to automatically equalize EE C C I -- w 0 LU hydrostatic flood forces on exterior walls by I '% — — — — I I I n V allowing for the entry and exit of floodwaters. One •... : : .:. :� ( :-: I FOUNDATION WALL O0 LIL Z of the following criteria must be met to satisfy this — — — — SECTION F - F O O a- proper openings requirement: d- a. A minimum of 2 openings must be provided, with positioning on at least 2 walls, having a FF EL 10.5 total net area of not less than I square inch for - - every square foot of enclosed area. The bottom — — A �N �Hcy, of all openings must be no higher than I I I '-0" 211-011— I C-) RI)- foot above the higher of the exterior or interior CRAWL a grade (adjacent) or floor immediately below 32'-0" SPACE ,r the openings. U LEGEND > ; 1 (P b. If the enclosure floor is partially subgrade, 0 GR L 4.5 i T 3,125 a minimum of 2 openings must be provided, z �? \FOp with positioning on a single wall adjacent to PROPOSED WALLS the lowest grade next to the building, having - a total net area of not less than I square inch NORTH CRAWL SPACE PLAN 1 ,028 S.F. m for every square foot of enclosed area. The , — bottom of all openings must be no higher scale: 114" = 1 -0„ FOUNDATION WALL than I foot above the higher of the exterior or SECTION G - G interior grade (adjacent) or floor immediately below the openings. 1 1 . 18.2016 03. 1 1 .2017 321-011 13'-4" A 3-PA35GO - N k2" ,1 2"FWH31 G I Io _ STONE WOOD DECK 104 S.F. DN.___ LANDING (D N RAIN m `n © in SCUPPERA D I N 12'-8" 32' SQ. G 1550G I I S FWGG 15506 I I L FWG 15506 I I S STEEL C N p DINING ROOM I I STATIONARY ACTIVE STATI NARY ! O x c) SII J�) ? 1 m m W I I LIVING ROOM 3'' 5Q U N STONE STEEL C L. Lf) Lu - - _ _- - _- - Ifi DROPPED STEEL BEAM W I OX2G in V � OilSTOVE ILL: coOil _ _ oil _ _ _ — — — — — — — - - - - - - - - - - - - - - - 12'-2' — - - - OL q J _-:t m o U >��- O N I I 0'-2" a F- - l..L� V • Z 3iN SQ. I I 32' SQ. w z - - - - - - - - - -LL - - STEELCO� c�T O --J W STEEL COL. - - _ _ - - - - - - - - - - - - lL . = z 00 DROPPED STEEL BEAM W I OX2GO O _ z 00 O DO V � r BATHROOM - D Q 0-011 KITCHEN O = I j v _ jx CLOSET IL 0 O OPTIONAL . 12 W/D - V V 0 JU x z 26X 6' X `Qu 0 l�L 4'-G"— I I '-I O" mem z ( 1 MECH. _ X CL. CL. \J = O _ V �' �° N UP BEDROOM - O ~ W = 0 � 0 3. 8.. �_ � 0_ FLUSH 13% 3- 13i X 117/8' L.V. .'s p-- 5-9' 51_3 4 Lo O 5'-1 L2" 2-AXW23 I CXW25 TEMPERED GLA5S A 211-011 3 32'-0' NOTE: x f mares 0 31125 ¢A- TH REE BEDROOMS PERMITTED BY LEGEND SUFFOLK COUNTY DEPARTMENT OF HEALTH NORTH OFFICE OF WASTEWATER MANAGEMENT FIRST FLOOR PLAN 1 ,0285.f. PROPOSED WALLS H .5. REF. No. KI 0- 1 5-0007 DATED: 1 / 1 1 / 1 G. scale: 114" = I '-0" 1 1 . 18.2016 03. 1 1 .2017 321-011 A. 13'-4" I G'-7" 2'-2" — — — — — — — — — — — — I II II II II II II - - - - - - - - - - - - - - - - - - - - 1 i i I I I I I I DECK I I I I I I 5/4 X 4 MAHOGANY DECKING OVER TAPERED 2X4 I I I 5LEEPER5 OVER EPDM ROOF OVER PLYWOOD Ln I I- FWG I OOG I I-A I I I o ,;4-31-111 7'-4" 21-011, N L I I I (\ I I if N EQ. EQ. N N I I I L, cm W N © II I Ln — — 2- AX22 51 = t\ N I I �0 I � N � 3'-i " 20'-4" N Io I J13 QBEDROOM Q m U Q x *-4'-10 � ( W o --I = Lu _ 4 I a� z z o Q2'_04 *2'-r �, 0" I O Z Q 8 � Lo F N I ►— 0 0 O BEDROOM 2�x 6 Q m V = CLOSET BATH m Q LL Q 21-011-7y *2'-0" 6'-0" 10'-0" I O = DN I 0 LL, V V77O 11 n L N LL z - - ___j —J—� I z0 L — C 15 — — _ CN 250 v uj 0 u.., (S) = V k2l-U-4 EQ. EQ. I '-8" t- 4H- 0III3' 9" 4'- " 4'-5" I O (vZ II _ � OQA UNE OF ROOF ABOVE Q_ i 2-AXW231 A TEMPERED GLA55 Ae I I '-0" 8'-10" —121-2117 -RE D LEGEND ` � A PROP05ED WALLSp�� 031125 � F NEW NOTE: NORTH 5ECOND FLOOR PLAN G03 S.F. THREE BEDROOMS PERMITTED BY scale: 114" = P-011 SUFFOLK COUNTY DEPARTMENT OF HDX_Ffl OFFICE OF WASTEWATER MANAGEMENY H .5. REF. No. R 10- 1 5-0007 DATED: 1 1 . 18.201 G 03. 1 1 .2017 DI 2 -L" P.V.C. SOLID CROWN 4 2 `ll,2A I xG P.V.C. FASCIA GREV-i�ETAL- A GI i 5ALE5 BATTEN j! 1. 44 4 III iGA3 SEAM B ROOrING P.V.C. 13EADE30ARD 2 D I 77 241P.V.C. BED MOLDING A® L ® �! - I I X(5 P.V.C. FRIEZE OVER 4X4 P.V.C. .......... ........ .............. D 1 4 BLOCKING I PIECE CORNER BOARD PERFECTION CEDAR SHINGLES 00 - 44 Ln (SEE ELEVATIONS FOR BARGE P.V.C. CROWN RAFTER LOCATIONS) ROUND WHITE r OVER I XG P.V.C., ALUMINUM GUTTER ® _ - * LEADER TO 50 FASCIA TYPICAL FASCIA AND FRIEZEDETAIL GALLON fLO WELL NOT TO SCALE t1- DKYWELL DC cog co I 11IF 111 1 -11 11-1-11 FTI I I F-1-1 I F--I I Ico Cj c\I iii i ilii LLLLI L—L LLLL Ll L ' -L -L LL LL 1 . L ILL -L LLLL l ILL LL I - -L -I- L -L� Ll i : 17 L LLL -LLLLL -LLLLt -Ll I-L L - _LLL L FIRST FLOOR EL. 10.5 If U Ll _LLL < L-Ll LL- Ll ILIL LLLLIL Ll RADE Ln I x P.V.C--- 2 57- WRAPPED EL 4.8 0 PIERS > 2 12 —�=BARG z > u Lu �15 4.5 0 —GADLE z i �r Z rA 0 a 0 Q NORTH ELEVATION NEW 120 DIA. POURED - u 4.X ONCRETE PIER. ON 2 2 ALL FOOTINGS TO BEAR 00 P. CONC. FOOTING MIN. 3'-0" ON UNDISTURBED 501L 5cale: 1 /4" 1 '-011 BELOW GRADE.-TYPICAL (TYP-) LL- < (n 0 z 0 Lu 0 U Z zu 0 tu 0 ROUND WHITE Lu (n = ALUMINUM GUTTER (f) W LEADER TO 50 F-717-71 0 3" POLYURETHANE CROSSHEAD _GALLON fLO WELL DRYWELL0 cz IL LL- X 3" P.V.C. CASING L=LJ L.LJ FH 711 7.71777 1 - - - - A. oX 0,? 112 HISTORIC 51 LL Op tv E TYPICAL ANDERSEN WINDOW CASING F— L ,TO BEA WEST ELEVATION ON LIFOOTINGSNDISTURBEDSOIL scale: 1 /4" = 1 '-0" (TYP-) I I . 18.201 G 03. 1 1 .2017 DI "GP"f-Y' METAL' SALES BATTEN SEAM ROOFING 12 411 411 A DI Aim A DI ) 4X4 P.V.L —TIMBER DARK-- I PIECE c\j O C RNER OARD HARDIPLANK BROWN Cf-JIM, BOARD BATTEN F 0 10.! T- 51DING m P, F-q I. IL 1 11 11 L 11 11 ';?5 -0 i i TTI I < "GREY' METAL E u- SALES BATTEN LL- t i — — DI (GRADE SEAM EL 9 Ef ROOFING • 2 a-7 RADE [,,2 EL 7 0 z > ALL FOOTINGS TO BEAR 1 11 U-i Lu ON UND15TUMEI).501L z 50UTH ELEVATION 12 scale: l /4 = 1 -011 �T4.5(jam0 D ............ 00 D C) I NTEX RAIL SYSTEM < WITH TYPE 31 G 4X4 P.V.C. z 0 I PIECE ]]G S.S. MMH o Lu CORNER BOARD () 0 z _LLL�LLLLLF- -LLL I- 0 OL -LLL�LLLLLLLLL z -L�I-L�o LLLLLL -L LLLLLL 0 I I I I I I A U-i A = U (f) ~ U-i Z POUND WHITE 00- — ALUMINUM GUTTER - 0-/ LEADER TO 50INTEX RAIL SYSTEM U- K GALLON FLO WELL : K WITH TYPE 31 G DRYWELL d d d S.S. MESH BROWN CEDAR BOARD * BATTENTEN SIDING C'> Jc, LEADER NflRST FLOOR EL. 10.5 1125 EEE EAST ELEVATION ---l— -T 5cale: 1 /4" = P-011 —ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL (TYP-) 1 1 . 18.2016 03. 1 1 .2017 TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT" CRAWL CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENT" -VA U SPACE` b FENESTRATION R-VALUE FRAME WALL WALL ,R-VALUE WALL RALE WALL ZONE U-FACTOR U-FACTOR SHGCb'e R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE Joist/Truss 1 NR 0.75 0.25 30 13 3/4 13 1 0 0 0 2 0.40 0.65 0.25 38 13 4/6 13 0 0 0 v_ . 3 0.35 0.55 025 38 + n 8/13 19 t 0 5/13 ti."• Q- e• n 113 .�. �Crawispace 4 except 0.35 0.55 0.40 49 20 or 13+5 8/13 19 10!13 10,2 ft 10 Marine Solid perimeter 4. 5 and 0.32 0.55 NR 49 20 or 13+5n 13117 309 15119 10,2 ft 15119 foundation wall Marine 4 SIMPSON STRONG TIE (CMU or poured � D• ° 6 0.32 0.55 NR 49 20+5 or 13+10n 15120 309 15119 10,4 ft 15119 LSTA3G STRAP = concrete) 7 and 8 0.32 0.55 NR 49 20+5 or 13+1 oh 19121 389 15/19 10,4 ft 15/19 I– Flood opening RIDGE CONNECTION DETAIL A (L No more than Interior grade Q 1 foot 4 ROOF CONSTRUCTION O v• 4• ��,� ��'(/ GREY METAL E .__l -2X 10 ROOF RAFTERS @ I G"OC SALES BATTEN -5/8"EXTERIOR GRADE PLYWOOD As ° NEW CEILING CONSTRUCTION SEAM D I -15#FELT LAPPED 18"OVER Exterior grade •� -2x8 C.J. @ I G"OC -R 13 2"THICK RIDGED FOAM INSULATION ' -1 2'BATT INSULATION, R-38 A OFING -BATTEN SEAM METAL ROOFING WITH v'.••• -� (AT CATHEDRAL CEG.) GALVALUME PAINTED FIN15H 2G GAUGE �e e . „e Footing depth per Johns Manville Cl Max@ R-16 2-1/2"x 4'x 8'Polyiso -112-GYPSUM BOARD UNDER. AG °• building code Foam Insulation = Model Number:1631411 1 Menards°SKU:1631411 VEDNT R-38 B TYPICAL SMART VENT INSTALLATION EACH ATTIC INSUL. D I Johns Manville R-13 2"x 4'x 8'Foil Faced Polyiso Q 12 WOOD DECK VENT PROVIDES 200 5Q. Ff. OF VENTING. Foam Insulation O 45 5/4 X 4 MAHOGANY DECKING OVER TAPERED 2X4 CRAWL5PACE AREA = 1 ,028 5F / G VENTS Model Number..W-N5200I Menards°SKU:1631272 J = SLEEPERS OVER EPDM ROOF OVER 4'PLYWOOD PROVIDED 1200 5Q. FT. VENTING m 1'SCREENED In G.W.B. 12 I I (L W OVER TAPERED 2/'R3DRIGID INSUL.BETWEEN 16•O.C. N / VENT(TYP.) B 2 Q E W ICE*WATER \ �— SHIELD A5 PER AG BE OM D 1 2 TYPE _ /N�Y�/5�CODE BATHROOM ({ ° ° ° ° U t (TYP.)P .) " "r ° ° ° ° J� HI ° ° ° ° m _LL LLLLLLLL 3 1/8 MIN- • _LL LLLLLLLL 8 15/16 MAX) ° ° ° ° VENTED IX P.V. R30 I _LL LLLLLLLL I; FASCIA 50FFIT5 INSUL. _LL _LLLLLLLL (� I _LL LLLLLLLLL e • � � B _LL LLLLLLLLL A AG i D 1 Wil j-- 0 (1 911 G M I N-5 5/1 G MAX) PERFECTION STEEL CEDAR 51DING OVER BEAM STEEL At I°SCREENED '• O W W 1 5#FELT OVER ' EXT.GRA BEAM DOOR� VENT ° 3]O SIMPSON WINDOW _ — Strong-Tie u-- • z PLYWOOD OVER 2X4 STUDS la G.W.B. HEADS — �2 � 2 Simpson Strong-Tie �„ HUS z @ 1 G O.C. _ Hus `n 0 Z BEDROOM THROOM LIVING ROOM = U � DOUBLE SHEAR — JOIST HANGER DETAIL R-13 (2' RIDGED) 2' G.W.B-� JOIST HANGER DETAIL AT DECK R R 15 (BATT)R-28 TOTAL M. . _ J110 GALV. ANCHOR BOLTS U U2' G.W.B. _ DETAIL F 11— Q @ 48'O.C. WITH TWO AT INSUL- HARDWOOD 1 E R-38 HARDWOOD FIRST FLOOR EA. CORNER 1 2'MAX FLOOR INSUL. FLOOR — z O ELEVATION= 10.5 FROM CORNER 1 0 W U tZO Ilk Z INTEX RAIL SYSTEM LA TYP. FDN.WALL: CRAWL 5PACE BMESt1 U-10 BEAM WITH TYPE 316 � _ M 8'P.CONC WALL REINF.W/2 _.. __..:_.._ ... ..._. _a._._... S. O #3 REBAR @ TOP 2'P.CONC SLAB F Z ON 81X 1 G"FOOTING W1 OVER OVER G MIL 3 -#3 REBAR CONT. VAPOR BARRIER OVER5" RCA FILL AG 1U = 0 0 ALL FOOTINGS TO BEAR AG " L 0 ~ W 30 X 30 INSU 0 n/ Z ON UNDISTURBED SOIL. SMART VENT ._..__ 1..� C � WITH 2.5'THICK R-1 G RIGID IN5UL MODEL PVC HATCH Z (1„ L 0 TYPICAL FLOOR: 1540-510 — ��...__..._, ....._...__-... .._...._..._:_..__. .. .� WOODALE CARMEL OAK 3/4 IN. c LL_ 4X4 — 4X4 ACQ P05T ON THICK X 2-114 IN.WIDE X RANDOM _ LENGTH SOLID HARDWOOD FLOORING 24" X 24" X 1 211 DEEP AS ALTERNATE PRICE FOR: ALL FOOTINGS TO BEAR P. CONC. FOOTING G" -� ` �., r`rRFD e XP GRAND OAK 1 O MM THICKX 7-5/8 IN. ON UNDISTURBED SOIL e z 'J C' \ e WIDE X 47-5/8 IN. LENGTH LAMINATE �P•, HL e FLOORING SECTION AA Table 3.20 Sill or ool tom Plats to Foundation Connections (Anch®r Colts) Remmiatind Uplift Loads from Wind - Exposure U scale: 1 /4" = P-011 3x,25 (Prescriptive Altemative to Table 3.2) >OF NE1-,l c . .. N: Three Second Gust wind 85 90 100 110 120 130 140 150 Speed(nigh CONTRACTOR NOTE: Bottom Flak to Foundation Anchor Bolt Foundation Supporting Maximum Anchor Bolt Spacing 60"' USE 51MP50N FASTENERS Connect{onReeiati AS PER MANUFACTURERS 8'End Zoo" INSTRUCTIONS.PROVIDE AT / 1-3 storks 72 70 49.-..1-39 33 28 25 23 ALL RAFTERS AND JOISTS Uplift Interior Zones 5IMP50N STRONG TIE -1-3 stories 72 72 sl 43 38 33 30 27 H2.5 *L5TA21 51MP50N STRONG TIE C51 G COILED STRAP W ecrr anchor limits ere based on a lst Uplift l teM4 ae 3.2. T When anchor hole arc used to twist uplift,la'tenl,and sheu/Dada,the maximum anchor bolt spacing Shall not exceed the lair or the tabulated 51 LL CRIPPLE/ FOUNDATION values for uplift loads(fable 3.20 or lateral and shear loads(rabic 3.28). For other anchor bolt limitations see Section 321.7 and 3.2.2.3. RAFTER TO PLATE CONNECTION DETAIL 5 CONNECTION DETAIL C 1I . 18.2016 03. 11 .2017 A dWP I � Num C\l STONE (Y -�r - +42" 11= _ _ _ _ _ _ _ _ _ _ _ _� — w Q m - - - _ - - - �i- - - - - - - - - - - - - - - - - - - - z --- LL- 0 W 220 0 / \ +42" 42' — —— -�-Q ) = z kp- 0 D z 00 OPTIONAL / (j LL- = \ W/D // 0 I V v0 w = � � eco I ��OS I z VENT 220 O SD / —— \ [ 1 DRYER ` J TO DCT. OBD 1 0 = 0 N M v^ /J F' W O r / — 8 — f ------- -- -- (L _ ILLd' 00 1 TO YARD U) ` �T p31125 �1 LIGHT LEGEND OF NORTH FI RST FLOOR PROPOSED WALLS ELECTRICAL PLAN scale: 114" = P-011 1 1 . 18.2016 03. 1 1 .2017 A fj II 11 � I fl I II1- -�t - - - - - - - - - - - - - - - - - - - - - -� � I i = --Jj II I II I II I jl I __ -- -- -- -- I i I _ II I 3 3 II I 3 II I � N LU Ln � ---- - - - �` II I = t\ Ul • � CIZ/ z —p-— -�- 1 0 = w sDO, _ I z z J I COO / GFI 1 I V • V O I sDO I , I � U LL- WPIQ 1 sDO CL I // I z O _ oC 211 / I w = „- F oC I II II I z V O LU 0 L - - - - - - - - - - - I � (�,� z I i = O �- I I L — — — — — — — — — — — — - - - - - - - - - J NORTH SECOND FLOOR r e + al ELECTRICAL PLAN scale: 1 /4" = I '-O" 1 1 . 18.2016 03. 1 1 .2017 NOTE: VENT PIPES THROUGH REAR OF ROOF. 4'VENT THROUGH4"VENT THROUGH ROOF, FLASHED ROOF, FLASHED ROOF 3" n PAINT BLACK V PAINT BLACK MASTER BATHROOM 3" 1—112' I-1/2' 1—1/2' 3' V. u V. W.C, SI 1. 2ND FLOOR 2' 2' 3" 2" 3' 3" BATHROOM cm UN LAUNDRY KITCHEN W 3 1-1/2" 1-1/2" 1-1/2" Uj SINK INC. LAV. DW. v flC — Qm FI R5TN/" pw u FLOOR lL_ 2" 2■ 2' 3" 2n 2" 2" OL FRESH AIR 3" VENT U M/ O GRADE Z O -� = W C.O. co co LL z TO SCDHS Z }- 4"MAIN HOUSE DRAIN, APPROVED O Z PLUMBING CONTRACTOR NOTE: INSTALL WASTE SANITARY LINES AS CLOSE TO CEILING AND WALLS AS HOUSE SYSTEM5TEm V • (� POSSIBLE. TRAP D O Q CRAWL SPACE (j v 0 _ O -{ }- OC U GO U- W u- �- Zr 1 0 � PLUMBING DIAGRAM l NOT TO SCALE 0 PLUMBING FIXTURE SCHEDULE 0 — o °- SYM. DESCRIPTION WASTE VENT COLD HOT W.C. WATER CLOSET 3" 3" 11211 - LAV. LAVATORY 2" 1-1/2' 1/2" 1/2' T. TUB 2" if-1/2' 314" 3/4" ��''�,T He.�, SH. SHOWER 2" 1-1/2' 3/4" 3/4" 5 STAINLESS STEEL SINK 2" 1-1/2 112" 1/2' 195 SERVICE SINK 3" 1-1/2 3/4" 3/4" . i W. WASHER 3" 1-1/ 314" 3/4" A� o� WH ELECTRIC WATER HEATER - - 1" 1"I IF X125 NOTE: ALL FIXTURES TO BE COMPLETE WITH REQUIRED FITTINGS AND TRIM. 11 . 18.2016 e BERRIDGE DEEP VEE PANEL 03. 1 1 "20 1 7 SNAP ON BATTEN BERRIDGE DEEP VEE PANEL SNAP ON BATTEN 6" BATTEN CLIP; 20" O.C. MAX. BATTEN CLIP FIELD CUT LAST PANEL AND FORM SNAP ON BATTEN AROUND DRIP FLASHING (PANEL TO BE CONTINUOUS FROM RIDGE TO EAVE) BATTEN END CAP BATTEN END CAP ° CONTINUOUS BEAD OF CAULK POP RIVET BATTEN END CAP BERRIDGE TO BATTEN (OPTIONAL) DEEP VEE PANEL A112" # 30 FELT G' UNDERLAYMENT ti DRIP FLASHING; 4" END LAPS WITH TOP LAYER OF FELT SNIP BACK RIB AND FIELD FORM FASTENERS, CONTINUOUS CAULK N LAPS TO BE PARALLEL PANEL PAN AROUND FLASHING 20" O.C. MAX. o WITH ROOF SLOPE SOLID SHEATHING # 30 FELT EAVE FLASHING, 4" END LAPS UNDERLAYMENT WITH CONTINUOUS CAULK AT LAPS BATTEN CLIP 20" O.C. MAX. PANELS INSTALLED ON SOLID SHEATHING OPEN FRAMING, WITH PURLINS EXCEEDING 20" FASTENERS; 20" O.C. SPACING WILL REQUIRE PLACEMENT OF BATTEN CLIPS MAX. STAGGERED BATTEN END CAP BETWEEN THE PURLINS 1. FIELD CUT AND FORM LAST PANEL AROUND DRIP FLASHING. PANEL MUST BE 1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN 16" CONTINUOUS FROM RIDGE TO EAVE. STRENGTH FOR HOLDING POWER OF FASTENERS. 1 1/2" �n n 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN 2. ALL FELT UNDERLAYMENT, CAULKING AND FASTENERS ARE ITEMS TO BE FURNISHED STRENGTH FOR HOLDING POWER OF FASTENERS. AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. DEEP VEE PANEL 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED SECTION AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. O� SNAP ON 2„ F _I F = FINISH SIDE f BATTEN BATTEN CUP F MSN f F = FINISH SIDEBERRIDGE 13/4"DEEP VEE I m PANEL 14r) NF ,�. EAVE FLASHING Lu � FASTENER BATTEN CLIP BATTEN SEAM SYSTEM DRIP FLASHING V OC - OVERVIEW BATTEN SEAM SYSTEM GABLE DETAIL EAVE DETAIL u_ BATTEN SEAM SYSTEM BATTEN SEAM SYSTEM BATTEN SEAM SYSTEM (27 r `• BATTEN SEAM ROOF DETAIL A DETAIL AT GABLE_END_B DETAIL AT EAVE C (LOW PITCH) U OO not to scale not to scale not to scale • 0 �1 w = BERRIDGE DEEP VEE PANEL BERRIDGE DEEP VEE PANEL CONTINUOUS CLEAT RIDGE/HIP CAP, 4" END LAPS WITH LL z CONTINUOUS CAULK AT LAPS. SNAP ON BATTEN SNAP ON BATTEN POP RIVET TO ZEE CLOSURE FASTENERS; MIN. 2 PER Z BATTEN CUP BATTEN CLIP 20" O.C. MAX. 40" O.C. MAX. ZEE CLOSURE O z BATTEN END CAP BERRIDGE DEEP VEE PANEL CONTINUOUS BEAD OF CAULK V • (� 0 BETWEEN ZEE CLOSURE, CUT BACK PANEL LEG AND FIELD FORM SNAP ON BATTEN DEEP VEE PANEL AND BATTEN P ON AN Q C PANEL PAN TO ENGAGE CONTINUOUS CLEAT SNAL BATTEN CLIPS; CAULK RIVET HEADS SOLID 1:12 MIN. SLOPE AWAY FROM PANEL HOOK 20" O.C. MAX. 0 _ � SHEATHING TRANSITION FLASHING; 4" END LAPS Z O F- BATTEN END CAP FASTENERS, WITH CONTINUOUS CAULK AT LAPS. FASTENERS; 20" O.C. O 20" O.C. MAX W POP RIVET TO ZEE CLOSURE 40" O.C. MAX. U W U O ZEE CLOSURE; CUT TO # 30 FELT ` z FIT BETWEEN BATTENS UNDERLAYMENT 5 POP RIVET BATTEN END CAP #30 FELTCONTINUOUS BEAD Z 0 TO BATTEN (OPTIONAL) UNDERLAYMENT CAULK RIVET HEADS OF CAULK BETWEEN Z ( 1 O SNIP BACK RIB AND FIELD FORM ZEE CLOSURE, DEEP VLu PANEL PAN AROUND EAVE FLASHING CHANNEL SUB-FLASHING; D VEE PANEL AND BATTEN T- O (COLOR IN) 4" END LAPS WITH LU (� _ EAVE FLASHING;4"END LAPS WTH CONTINUOUS CAULK FASTENERS; 40" O.C. O �J J W CONTINUOUS CAULK AT LAPS AT LAPS. MAX. ZEE CLOSURE (CUT TO # 30 FELT UNDERLAYMENT FIT BETWEEN BATTENS) SOLID SHEATHING 1 C Z FASTENERS;20"O.C.MAX. FASTENERS; MIN. 2 SOLID SHEATHING O O D_ PER CLOSURE BERRIDGE FASCIA PANEL NOTE: PLACE A SMALL AMOUNT OF CAULK AT CLEAT FASTENER OCL LCL d- LOCATION, DRIVE FASTENER, THEN CAULK FASTENER HEAD. 1. FIELD CUT ZEE CLOSURES TO FIT BETWEEN SNAP ON BATTENS. DO NOT: RUN A CONTINUOUS BEAD OF CAULK ON CLEAT OR UNDER CLEAT 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN 1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. STRENGTH FOR HOLDING POWER OF FASTENERS. 1. FIELD CUT ZEE CLOSURE TO FIT BETWEEN SNAP ON BATTENS. 2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED 3. ALL FELTING UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. 2. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. STRENGTH FOR HOLDING POWER OF FASTENERS. ✓���GJ�sT H LKIF,yRk p 3. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED F = FINISH SIDE // A F = FINISH SIDE AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F /aT I- I F = FINISH SIDE F ` / 3"MIN. � OPEN HEM \T� O F a I OPEN HEM EAVE FLASHING CHANNEL TRANSITION FLASHING SUB-FLASHING ZEE CLOSURE CONTINUOUS CLEAT RIDGE/HIP CAP ZEE CLOSURE EAVE DETAIL SLOPE TRANSITION DETAIL RIDGE AND HIP DETAIL SOLID SUBSTRATE BATTEN SEAM SYSTEM BATTEN SEAM SYSTEM BATTEN SEAM SYSTEM DETAIL AT EAVE C (5TEEP PITCH) DETAIL AT 5LOPE TRAN5MON D DETAIL AT RIDGE E not to scale not to scale not to scale 1 1 . 18.2016 WOOD FRAME CONSTRUCTION MANUAL(2015 EDITION) TABLE 3.5A TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOADS EXPOSURE B TABLE 3.9A RAFTER/CEIUNG JOIST HEEL JOINT CONNECTION REQUIREMENTS 03. I I .20 17 TABLE 3.1 NAILING SCHEDULE (PRESCRIPTIVE ALTERNATE TO TABLE 3.5) (PRESCRIPTIVE ALTERNATE TO TABLE 3.9) NUMBER OF NUMBER OF JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING PASTES MILE WIND SPEED(MPH) ROOF LIVE LOAD GROUND SNOW LOAD ROOF FRAMING 700-YR.WIND SPEED 140 20 PSE 30 PSE THREE SECOND GUST(MPH) 13011 STUD SPACING(IN.) WALL HT.(FT) REQUIRED NUMBER OF 1 GD COMMON NAILS OR 40D BOX NAI15 PER STUD 70 PLATE ROOF 5PAN(FT) RAFTER TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER RAFTER CONNECTION l.z 1 11 CEILING J015T TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST 2 24 36 12 24 36 CEILING J015T TO PARALLEL RAFTER(FACE NAILED) SEE TABLE 3.9A) SEE TABLE 3.9A) EACH IAP 8 2 2 CEILING J015T LAPS OVER PARTITIONS(FACE-NAILED) SEE TABLE 3.9A) SEE TABLE 3.9A) EACH LAP 10 2 2 RAFTEK SLOPE RAFTER SPACING REQUIRED NUMBER OF .1,COMMON NAL5 OR aoD Box NA LS PER COLLATIE TO RAFTER(FACE-NAILED) SEE TABLE 3.6) SEE TABLE 3.6) PER TIE 12 2 2 (IN.) HEEL JOINT CONNECTION.I,2,3,4,5 R BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-1 OD EACH END 14 2 2 RIM BOARD TO RAFTER(END-NAILED) 2-1 CD 2-IGD EACH END 12 1 6 2 2 2 3 5 6 3 G 9 18 2 2 16 4 7 10 4 812 20 2 2 3:12 19.2 4 8 12 5 10 14 24 5 10 15 C 12 18 WALL FRAMING 8 2 21 2 3 4 6 3 5 7 I O 2 2 1 6 3 5 8 3 6 9 1 2 2 2 4:12 19.2 3 G 9 4 7 11 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 GD 1 2-1 CD I PER FOOT I a 2 2 2a 4 B I I 5 9 3 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-1 CD JOINTS-EACH 51DE G 18 2 2 STUD TO STUD(FACE-NAILED) 2-1 GD 2-1 GD 24"O.C. 20 2 2 12 3 3 6 3 4 6 HEADER TO HEADER(FACE-NAILED) IGD IGD 16"O.C.ALONG EDGE5 IG 3 4 6 3 5 7 5;12 19.2 3 5 7 3 6 9 TOP OR BOTTOM PLATE TO STUD(END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 24 3 5 9 a 7 11 8 11 2 2 10 2 2 1 2 2 21 2 3 3 4 3 3 4 14 2 3 16 3 3 5 3 4 5 BOTTOM PLATE TO FLOOR JOIST,BANDJO15T,END 2-1 CD 1,2 2-1 GD 1,2 PER FOOT 24 16 3 3 7:12 19.2 3 4 5 3 4 6 J015T OR BLOCKING(FACE-NAILED) 1 8 3 3 24 3 5 7 3 5 8 20 3 4 2 3 3 3 3 3 3 1G 3 3 4 3 3 4 I PRESCRIPTIVE LIMITS ARE BASED ON A55UMPTIONS IN TABLE 3.5. 9:12 19.2 3 3 4 3 4 5 2 TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.92 FOR FRAMING 24 3 4 5 3 4 6 FLOOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS. 12 3 3 3 3 3 3 J015T TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8D 4-10D PER J015T 6 3 3 3 3 3 3 BRIDGING TO J015T(TOE-NAILED) 2-8D 2-10D EACH END 24 TABLE 3.6 RIDGE REQUIREMENTS FOR WIND 12:12 3 3 3 3 3 4 24 3 3 4 3 3 5 BLOCKING TO JOIST(TOE-NAILED) 2-8D 2-1 OD EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-1 GD 4-ICD EACH BLOCK LEDGER STRIP TO BEAM(FACE-NAILED) 3-1 GD 4-IGD EACH JOIST 1,HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOADBEAPJNG WALL.HEADER OK RIDGE BEAM (� J015T ON LEDGER TO BEAM(TOE-NAILED) 3-8D 3-IOD PER J015T DESIGNED TO RESIST THE APPLIED LOADS. M` BAND JOIST TO J015T(END-NAILED) 3-1 GD -4-1 GD PER J015T DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY DL= 10 PSE EXPOSURE B 2.WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOADBE/W NG WALL,THE m BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-IGD 1 3-IGD PER FOOT TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION 700-YR.WIND SPEED IN SPAN. THREE SECOND GUST(MPH) 3.EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING J015T TO CEILING J015T LAP SPLICES. ^' 130 140 4.TABULATED HEEL J015T CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY \V 5.TABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UMF CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF ROOF PITCH ROOF SPAN REQUIRED NUMBER OF 80 COMMON NAILS OR I OD BOX NAILS IN THE ATTIC SPACE.WHEN CEILING J015T5 OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE,NO ATTIC STORAGE 15 ASSUMED, LU LLn A ROOF SHEATHING (FT) EACH END OF 1-114'STRAP 1,2,3,4,5,G AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: l 12 2 2 1 WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3.1 O) 1 6 2 2 DIAGONAL BOARD SHEATHING 20 2 3 ❑v[ 24 3 3 I"x G"OR I"x 8" 2-8D 2-1 OD PER SUPPORT MM 3.)2 1"x 1 O"OR WIDER 3-8D 3-IOD PER SUPPORT 32 3 4 Q ♦ / 36 4 5 CEILING HEIGHT/TOP PLATE HEEL JOINT CONNECTION ( (� TO ROOF RIDGE ADJUSTMENT FACTORS ^ yr HEIGHT(Hc/Hr) CEILING SHEATHING 1 2 I 2 1/2 2 .00 16 2 2 I/3 1.5050 C 20 2 2 HR I/4 1.33 � Z " 02 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"E=DGE/ 10'FIELD 24 2 3 H /5 125 4:1 2 28 3 3 T T JIG 1.20 >- O 32 3 4 1/10 WALL SHEATHING 36 3 4 I.I L >_ WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3.i I) ' W � STRUCTURAL FIBERBOARD PANELS ;G O Z = W 1/2" 1 LGA,GALV.ROOFING NAIL 3"EDGE/G"FIELD 20 2 2 U" Z (O.120"X I "LONG X I?"HEAD) 5:12 28 2 3 Z J n I I GA,GALV.ROOFING NAIL 32 2 3 NOTE:LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED%INCH WHEN THE RAFTER TIES ARE LOCATED O J Z 25/32" - 3"EDGE/6"FIELD 36 3 3 ABOVE ONE-THIRD OF THE RIDGE HEIGHT,HR,OR WHEN HC 15 GREATER THAN 2 FEET AND MAY REQUIRE ADDITIONAL CONSIDERATION. (O.1 20"X 1 3/4"LONG X 7�"HEAD b �J r n 0 GYPSUM WALLBOARD 5D COOLERS 7'EDGE/ 10"FIELD 5D COOLERS TABLE 3.I O ROOF SHEATHING ATTACHMENT REQUIREMEMS FOR W ND LOADS EXPOSURE B O HARDBOARD SD 8D (SEE TABLE 3.1 I) ER) 1 1 2 1 L PARTICLEBOARD PANELS 8D 8D (SEE MANUFACTUR6 1 2 20 2 2 DIAGONAL BOARD SHEATHING 24 2 2 I"X G"OR I"x 8" 2-1 OD PER SUPPORT 6.12 28 2 2 700-YR.WIND SPEED THREE SECOND GUST(MPH) f LnI"x 10'OR WIDER 3 8D 3-1 OD PER SUPPORT 36 2 3 O 130 140 Z f� FLOOR SHEATHING 1 2 1 1 STRUCTURALHFATHGO W W O 16 1 2 SHEATHING U 20 2 2 \ Z 24 2 2 E F E F 5 WOOD STRUCTURAL PANELS 7:12-12:12 25 2 2 I"OR LE55 8D I OD G"EDGE/ 12"FIELD 32 2 3 SHEATHING RAFTER/TRU55 RAFTER/TRU55 SPACING MAXIMUM NAIL SPACING FOR 8D COMMON NAILS OR I OD 15OX NAILS W 0 GREATER THAN I' I OD I GD G'EDGE/G'FIELD 36 2 3 LOCATION I FRAMING SPECIFIC(INCHES,O.C.) (INCHES,O.C.)5 Z DIAGONAL BOARD SHEATHING GRAVITY G D I"x G"OR 1"x 8" 2-8D 2-1 OD PER SUPPORT 12 6 2 6 12 Q w O I'x 10"OR WIDER 3-8D 3-1 OD PER SUPPORT I G G 2 G 2 W 1. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING NOT INTERIOR 0.49 19.2 G 12 6 12 Z U LOCATED WITHIN 8 FEET OF BUILDING CORNERS. ZONE 24 G 12 G 12 O i.n W 2. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF ASSEMBLY DEAD LOAD OF G PSF 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED E INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES (0.6 X 10 PSF= 6 PSF) 12 6 12 6 12 f� C Z SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. FOR EXAMPLE,IF WALL SHEATHING 15 NAILED 3 INCHES ON-CENTER AT THE PANEL 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 1 2"RIDGE STRAP SPACING, FOR DIFFERENT RIDGE PERIMETER 16 6 12 G 12 IOL G EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE EDGE ZONE 0 a- RIDGE STRAP SPACINGS, MULTIPLY THE TABULATED VALUES BY APPROPRIATE MULTIPLIER BELOW. O42 24.2 6 12 6 12 CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. RIDGE STRAP SPACING(IN.) 12 16 19.2 24 48 d 2.WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMfTTED TO BE REDUCED TO I-L 6D NAIL PER FOOT. MULTIPLIER I.00 1.33 1.60 2.00 4.00 GABLE ENDV✓AL IL 4. WHEN THE TABULATED N E STRAP 15 EQUAL TO I AND THE FRAMING RAKE OR RAKE TPU55 WNP TOI 0.49 _ 6 6 6 6 15 ATTACHED IN ACCORDANCE WITH TABLE 3.1,THE RIDGE STRAP AND ADDITIONAL NAILING 15 NOT REQUIRED. I'RAKE 0.42 _ 6 6 6 G TABLE 3.4A RAFTER/CEILING J015T TO TOP PLATE LATERAL AND EXPOSURE B 5. WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE 5TRAP,THE NUMBER OF I OD COMMON NAILS REQUIRED IN EACH OVERHANG F SHEAR CONNECTION REQUIREMENTS END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8D COMMON NAILS IN THE STEEL STRAP, --r r-R F: OR THE NUMBER OF 12D BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER BOARD OF IOD BOX NAILS IN A STEEL STRAP. SHEATHING C (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) G. 1-1/4"20 GAGE RIDGE STRAP SHALL BE OF A5TM AG53 GRADE 33 STEEL OR EQUIVALENT FOR JACK RAFTER UPLIFT SHEATHING RAFTER/TU55 SPACING MINIMUM NUMBER Of 8D COMMON NHLs CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES 517E (INCHES,O.C.) PER SUPPORT Q THE OVERHANG LENGTH OF THE JACK SPAN. iii r THREE SECOND GUST WIND SPEED(MPH) T I x6 ORRI X8 SHEATHING 12-19.2 2 2 � •��4` LVL FASTENING SCHEDULE 1 x 1 0 OR LARGER SHEATHING 12-19.2 3 3 1.30 140 A(Nails)4 F(Screws) NOTES: E-NAIL SPACING AT PANEL EDGES(IN.) 11 r TWO ROWS 12*O.C. F NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN) �" O I.Confirm adequacy of the beam(depth and number of pieces)for carrying the designated load. - . ad. RAFTRAFTER/CEILING JOIST WAIL NUMBER OF 8D COMMON OR IOD BOXED NAILS(TOENAILED) I)p•o•ct 2.Stress level for nail and bovalues s 100%.Increases of 15%for snow bailU�red or 25% 1.FOR ROOF SHEATHING WITHIN 4 FEET OF PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH 51DE OF THE ROOF PEAK, OF 125 ��L SPACING(IN.) HEIGHT(M REQUIRED IN EACH RAFTER AND/OR CEILING J015T TO TOP PLATE CONNECTION 1,2,3,4 1�- 1 for non-snow loaded roof conditions are permitted. THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT55 SHALL BE USED. .^ NF41 01 • 3.Top and bottom now of correctors should be 2"from edge. 2.FOK WIND SPEEDS GREATER THAN f 30 MPH BLOCKING 15 REQUIRED WHICH TRANSFERS SHEAR LOAD TO TWO ADDITIONAL 8 2 3 4.Bolt holes are to be the same diameter as the bolt.Every bolt must extend through JOISTS(3 J015TS TOTAL) `- 12 1 O 2 3 THREE ROWS 12"O.C. the full thickness of the member.Use washers under head and nut. 5.For three-piece member,specified nadmg is from the each side. 2•o. G.To mlmmae rotation,four-piece members should only be used when loads are applied 16 8 3 3 to both sides,or completely across the top of the member. 10 3 3 7.Four-piece members must be bolted or attached wrath 0 screws from both sides. 8.Floor Joists must be attached with approved metal hangers. 24 8 4 5 C(Bolts)B E(Screws) 9.Screws are LISP W5 series or Simpson Strong-Tie 505 installed per manufacturer instructions. 10 4 5 TWO ROWS 24 IN.O.C.STAGGERED 1 OScrews for 3-ply and 4-ply members must be from both sides of beam. I.PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 24"o.c. ® 1-3/4"Multiple Phes 1 -314"+3 12" 3 1/2" ® 2 PLY 2.WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE TOEN ®AILS IN THE RAFTER AND WALL HT. 8' 10' 2A Connection) 3 PLY 4 PLY 4 PLY 2 PLY 3 PLY 2 PLY (3 Connection)(4C Connectron)(4E Gonnedion)(2A Connection)(3C Connection)(4E Connection) CEILING J015T SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAIL5 REQUIRED. TOP PLATE TO RIDGE ADJUSTMENT D(Bolts)*F(Screws) 3.TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH 51DE WHEN FASTENED TO A HEIGHT FACTOR TWO ROWS 12"O.C. 2X4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. 10' 1.QO 1.00 4.WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10%THEY SHALL BE ADJUSTED AS FOLLOWS: 15' . 15 1.25 ® 2'.o.,? 20' I.40 1.50 1 1 . 18.2016 OLD METAL COUNTER-FLASHING RE-USED 03. 1 1 .2017 IF 5ERVICABLE NONCORP.ODING METAL COUMLR-ftA5HING `/ r ••• TO EXTEND DOWN OVER BA5f FLASHING WEATHERWATCH OR STORMGUARD \\ I 1�,`\ I` • --- LEAK BARRIER AROUND ENTIRE CHIMNEY 1\I/ \ I 1 •y' ROOF DECK PROTECTION -= _ ROOFING CEMENT IA t I a' 11 \4 II II 1%1\ SHINGLES 4 �y \\ 1111 1�1\/ 'OVERHANG AT SAVE AND RAKE _ Simpson Strong-Tie %1 LSTA3G Strap Use every other nail hole ° a RAFTER IA \ RIDGE CONNECTION DETAIL on1 5PIKE AND FERRULE,9-O.O.C.(MAX) i Simpson Strong-Tie In a row to provide the , PHD2-5D53 14 code-required minimum u 12" center-to-center BEARING ° STEP FLASHING POSRIONED OVER spacing for nails STEP SHINGLE 50 THAT NEXT COUR5E OF 1 \I I\ ) I \ 0 5HINGLE5 COVER5 IT COMPLETELY 7t� wry I �S.j. °° ':,�.r:,"� ;'fl/ r\\ oQ�F;1• NOT15TALL WEATHFRWATCH OR 5TORMGUARD LEAK BARPIER AT UEEA5T I G'ON ALL51DE5. 2.)ALL METAL FLASHING TO BE A MINIMUM.024'(24 GAUGE)ALUMINUM,I G OZ.COPPER OR 1.5 1^ 1 Simpson Strong-Tic '(\I L3. EXTEND FL.A5HING A MINIMUM OF 4'BEYOND THE CHIMNEY ON THE FRONT AND SIDES AND A \I I\ 1\T\I MINIMUM OF IG•BEHIND THE CHIMNEY. Standard Strong Shear Wall I / I// MIN. 1 2"BEARING4.)A CRICKET 15 REQUIRED BEHIND ALL CHIMNEYS WIDER THAN 24 INCHE5 OR LOCATED ON ON STUD FACE. CLF ROOFS STEEPER THAN 6 INCHES PER FOOT. ie \ I�\ Simpson Strong-TSPAN I CORNER BRACING DETAIL PHD2-5053 1 \ - Simpson Strong-Tie MT520 13 •t.•.• HANGING GUTTER INSTALLATIONS MAIL-,WINDOWS AND GARAGE DOORS LOCATED WITHIN 48"OF A CORNER SHALL BE BRACEDSLOPED ROOF CHIMNEY FLASHING DETAIL WITH 5TRONG-WALL PANEL AS REQUIRED. �� w •�'+ .} SEE TABLE 3.10 THIS SHEET FOR OPTIONAL PLATE ° ..$. JOIST/RAFTER/ , a• CONNECTION DETAIL CORNER BRACING. «. ": , c o, a <V 5HEARWALL HOLDDOWNI 1 12" CONNECTION DETAIL (2 STORY STRUCTURE) Provide minimum T BEARING 8 2 TYP end distance u VALLEY CENTERLINE,NO FASTENEPS WITHIN 2"x 4"CONTINUOUS LATERAL G'OF CENTERLINE BRACING AT G"O.C. •n ° Equal number of EXTRA FASTENER IN END OF SHINGLE OR CONT.PLYWOOD TRUSS OR CEILING J015T �•J H 1 Specified nails VALLEY A Eo CENTERLINE LEAST 12'BEYOND 2) I OD NAILS 3 1/8 MIN- CUFFED CORNER 5ET IN ROOF CEMENT 8 15/1 G MAX) n ° In each end �� CARRY ROOF DECK PROTECTION ACROSS Vf N Z ° CENTER FULL WIDTH ROLL OF WEATHERWATC 10 8D NAI -g WEATHER WATCH O GUARD LEAK BA ER STORMGUARD LEAK BARRIER MINIMUM 55 EY\ CARRIED UP ONTO S1DEWA IDEWALL 6' MINERALIZED ROLL ROOMMG IN VALLEY �"J ° Simpson Strong-Tie �-� NAIL FLASHING TO ROOF /Y1 5D COOLER NAILS W I C51 G Coiled Strap ROOFING CEMENT ROOF DECK PROTECTION STEP FLASHING POSITIONED OVER 5HINGLE \V @ 10"O.C. (1 911 G MIN-5 5/1 G MAX) / ��-l; 50 THAT NEXT COURSE OF 5HINGLE5 W 1 2"x 4"BLOCK NAILED TO Ln COVERS R COMPLETELY EACH BRACE WITH 4 I OD NAILS iV Z SIDING SERVES AS COUNTER-FLASHING _ O- SIMPSON OVER 5TEP FLA5HING 5tron A Tie GYPSUM BOARD Simpson Strong-Tie 3 �O HUS FLOOR TIE ANCHOR NJ 5D COOLER NAILS HUS tT1" CONNECTION DETAIL @ 7"O.C. 1 DOUBLE SHEAR O 4 END WALL STUDS JOIST HANGER DETAIL BRACING GABLE END WALL(C520) • z e • " 10 C • N TRIMMED 2'BACK FROM VALLEY CENTERUNL ° 5TEP FLASHING AGAINST U • � O • VERTICAL 51DEWALL DETAIL CLOSED CUT VALLEY DETAIL • 0/ • • LIL z r z O --.I = W I-1/4"x20 • • GAUGE a COIL STRAPPING O_ Z 7 1-114"x20 JACK STUDS - GAUGE • O COIL STRAPPING -FULL TUDSrL O z 4 LOCATE ALL FASTENERS WITHIN I/2' (2) 2xG UP TO 7'-O" Simpson Strong-Tie Simpson Strong-Tie Simpson Strong-Tie OF THE EDGE OF THE FLASHING (3) 2xG GREATER AC4 Simpson 5tron Tie i\i THAN 7'-0" ACE41N HHS g Simpson 5tron Tie CS I C COILED STRAP (� Q CS EACH SILL Ps 9- SILL E RIBBON/FOUNDATION LEAK BARRIER 5 Ln P05T/GIRDER/HEADER CONNECTION DEfAIL L5TA21 CONNECTION DETAIL Z O Hx START HERE O W O O 4 GAUGE E COOIL V U_ STRAPPING O START HERE �P\UNG VJI\\O 5•ExPosuRE 7 EACH STUD \�p DI \OTI Of Z H N N W LL_ FASTENER O tz 3'-0"MIN.(2 STY STRUCTURES) O O 12"MIN.FROM CORNERS 6-3/8" "- 0 Z Z CUT SHINGLES TO FIT AROUND FLASHING 1 � � O 3x TO LEAVE A 1/4'CNANNFL W 6'-O"MIN.(I STY CORNERS O v SEE WALL 5/8"DIA. 14 STRAPPING 12"MIN.FROM CORNERS m m LEAD JACK OR FRE-FIA5HEo s-s!a• DETAILS ANCHOR BOLT �-MINIMUM EDGE N PWMBING VENT FLASHING FF11 /\ , W(MIN. 16-5/8DISTANCE '■ {V/ z EMBEDMENT) NOTES: O HEADER FRAMING DETAIL a I J INSTALL 24•WEAMERWATCH OR 5TORMGUARD LEAK BARRIER TARGET SHEET. O O 2J DO NOT FACE NAIL THE PLUMBING VENT FLASHING. ^^,, #4 REBAR 4• l.IG" BOLT -1" I G-5/8" G PHD2-SDS ���yyyN,,,III HIP AND RIDGE 9111NGIL DETAIL L.L-.. IAMETER +I G CORNER HOLDOWN ' N PWMBING VENT FLASHING DETAIL FIELD FABRICATED �� 8°FOR 55TB-2 OZ K OZ O 3" \\j\ SSTB20 ANCHOR BOLT 1-U N U 4 g 1 #4 REBAR V z-N z- UST y 3 \ C^ E� �•� a TYPICAL ANCHOR BOLT PLAN. TORM570P j� � ^, �oo Sxnpson Strong-Tie OO Sim Son Strong-Tie •� O1 m o wooD DECK HINGLE PHD2-5D53 BP7/8 SALE: I/ I- ' RIMUNE RDGE VENT - O / DRIP EDGE lrl J \ _ ° 00 S)DECOVER 515 8205trong-Tie AIRFLOW G. INGLEMATE ORLEATHERBA ECKING 2"MINIMUM I O �•�°:'�• DECK PROTECTION OVERIAPPE 2' 7 �A ° °• G' 36 � RP'f � z t,}•Hgvs 0�.O/A 1125 12J Simpson Strong Simpson Strong-Tie CONNECTION DETAIL CNW -Tie ABU44 ANCHOR BOLT FASTENER AND CONNECTOR NOTES: DRIP EDGE QQ; �.�''• J] p O 1.FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT-TREATED POST/FOUNDATION WOOD SHALL BE A MINIMUM OF NOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL,51UCON BRONZE OR CONNECTION DETAIL ONE STORY STRUCTURES: COPPER.EXCEPTION:ONE-HALF INCH DIAMETER OR GREATER STEEL BOLTS. SPACE 5/8"DIA.BOLTS C-O.O.C. 3 AND 12"FROM CORNERS WITH MIN.3"SQUARE WASHERS. 2.IN THE COASTAL HIGH HAZARD AREA AND THE OCEAN HAZARD AREA,ALL WEATHER WATCH 4 METAL CONNECTORS AND FATENER5 OUTSIDE OF CONDITIONED SPACES SHALL BE HOT DIP MLN.OPENING TWO STORY STRUCTURES: GALVANIZED STEEL AFTER FABRICATION AND MEET ASTM Al 53. EXPOSED METAL CONNECTORS, a 5TORMGARD SPACE 5/8"DIA.BOLTS 3'-O"O.C. SUCH AS TIE-DOWN STRAPS ON PORCHES,DECKS AND AREAS UNDER THE STRUCTURE SHALL BE WALL UNE AND 12"FROM CORNERS WITH MIN.3"SQUARE WASHERS. A MINIMUM OF 3/1 G INCH THICK AND BE HOT DIP GALVANIZED AFTER FABRICATION AND •: WEATHER WATCH WATERPROOFING r.- MEET A5TM A 123 AND ASTM A 153.STAINLESS STEEL UGHT-GAGE METAL CONNECTORS SHALL UNDERIAYMENT 5HOULD BE NOTE:FOUNDATION ANCHORING IS TO BE PER THE APPROVED PLAN. ALL ANCHOR N15 T MUST BE INSTALLED BE PERMITTED IN EXPOSED OR PARTIALLY EXPOSED LOCATIONS.METAL CONNECTORS OF IN5TALIED TO A POINT AT IPA5T NOfE AND TIGHTENED FOR THE FRAMING INSPECTION. APPROVED EQUIVALENT CORRO51ON RESISTANT MATERIAL MAY BE ACCEPTED. 24•BEYOND INTERIOR WALL LINE CORNER 5TUD/SHEARWALL ALL 5f2Ar'PIN6 1019E 16"O.C., HOLDDOWN CONNECTION DETAIL EALH I2Ar1ER EALH 5TLV,ETC. O METAL CONNECTION DETAILS N.T.S. UNDERIAYMENT DETAIL 2-:12-AND ABOVE RIDGE VENT DETAIL 2':12'AND ABOVE 1 1 . 18.2016 03. 1 1 .2017 SPECIFICATIONS XIII. STAIRS: I. GENERAL: VI. ROOFING: 1 . Main stair to be painted pine risers and stained hardwood treads and exposed stringer. XVII. CABINETS, MEDICINE CABINETS, MIRRORS: Railing to be I" square painted colonial pickets and oak handrail and same rad is to I . The contractor shall obtain and pay for all permits not yet obtained by 1 . Batten Seam Metal Roofing as approved by owner 24 gauge minimum. be used at guardrails per owners selection. Newell posts style to be selected by owner. I . Kitchen cabinets and tops t vanity cabinets and tops to be owner and as required for the construction and shall provide the owner over 15 Ib. asphalt saturated felt. Double felt on slopes under 3 in 12. 2. Stairways shall not be less than 3G inches (9 14 mm) in clear width at all points above the supplied by Owner, installed by Contractor. with a completed project ready for C of O prior to final payment. EPDM rubber roofing at flat roof flash at all intersections properly. permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 orches (I 14 mm) on either side of the stairway and the minimum 2. Owner to supply bathroom mirrors and accessories. All to be installed 2. These specifications are to be utilized in connection with the drawinge s. In 2. Provide "Dupont Ice *Water-Shield" or equivalent in lieu of felt, at all eaves and clear width e the stairway at and below the handrail height, including treads and landings, by Contracor. the event of conflict, specifications govern. valleys, and on roofs adjoining higher walls, per manufacturers shall not be less than 3 1 .5 inches (787 mm) where a handrail is installed on one side and specifications � NYS Code. 27 inches (698 mm) where handrails are provided on both sides. 2. OWNER shall provide frameless tempered glass shower doors 3. All work shall be in conformance with these plans and specifications, the for each shower and tub. AI to be installed by Contractor. applicable Local and State construction and health regulations, and shall be performed in accordance with the best acceptable standards for the VII. WINDOWS AND FRENCH DOORS: XIIII. PLUMBING: XXII. HARDWARE: trades involved. I . All windows and French doors to be "Andersen" white pre-finished I . All underground waste lines shall be cast iron. Wastes above ground to be I . Contractor to install brass door knobs and 4. Where allowances are provided for herein, these refer to material costscasement, fixed, circle-top, etc., with extension jambs as indicated on approved plastic DWV. only. All labor is to be included in the contract price. The owner shall plans. All wmdows to have "Low-E" insulated glass and removable miscellaneous hardware as supplied by Owner. have the right to provide these materials directly to the contractor. screens for all operable sash and doors. Windows to be set square and 2. Water mains shall be I" copper. Branches shall be Type L copper or Allowances shall be reconciled at final payment. plumb, racking of large frames to be prevented. PEX tubing sized per minimum. XVIII. CERAMIC TILE: Casements to include mini-handles. Provide grilles for all windows and doors and interior casings and plinths for all circle-tops. 3. There shall be shut-offs provided for each bathroom and the kitchen and I . Walls of tub/showers and shower stalls shall have glazed ceramic each sink and water closet. All exposed piping in bathrooms to be chrome the extending to the ceiling. 2. Tempered glass and egress wmdows to be provided per NYS code. plated. 2. Tile to be selected by Owner and installed by Contractor. 11. EXCAVATION: 4. Domestic hot water system to be provided by Owner, mstalled by Contractor. I . Topsoil in cleared area to be removed and stored on site. VIII. DOORS: 5. Materials and methods shall be in accordance with local codes. 3. Floors in Bathrooms, Mud Room, Laundry Room and Foyers. 2. All organic material (peat, bog, etc.) within the house excavation is to be 1. Interior doors to be G panel masonite or solid wood. G. A water,test shall be completed prior to installing drywall. to receive 12"x 12" tile set in mud. removed prior to installation of the footings. Contractor shall assume that Or as directed by owner. Provide marble saddles as required. no such material exists, but shall provide a unit price for removal should it Provide privacy latches for all bedrooms and bathroom doors. be encountered. m XV. HEATING * AIR-CONDITIONING: CO VIIII. INSULATION: XVIIII. FLOORING: 3. No wail footing is to rest on fi11 or organic soil, but must be carried to I . Heating * A/C shall be boiler and air handler hydronic system able LU N undisturbed sand or ravel. I . All I st and 2nd floor rooms minus baths to receive wood flooring to match. W 9 I . Wall insulation to be R-28 Total - 3-I/2" (R-1 5) Fiberglass Batts to adequately supply heat to each room by providing (70 degrees F) i= L for 4" walls with craft paper face on room side. inside when outside is (o degFloors to receive one coat of stain and satin polyurethane finish to match. rees F). System shall be in 2 zones. Each = 4. Fill areas under slab to be mechanically compacted and tamped. and R-13 2" rigid fiberglass insulation below metal roof. zone to have a separate thermostat for each zone to be served. XX. PAINTING AND DECORATING: U 5. Final grade must slope away from the house. A positive drainage Swale is 2. Ceiling and Roof insulation to be R-38 (batt) + R-13 Rigid 2", 2. Installation to be in accordance with local codes. National Board of Fire Q m required where the adjoining grade is higher than the foundation. see plans. Contractor to install a .004" polyethylene vapor barrier over, Underwriters, and manufacturers instructions. I . All paint to be Benjamin Moore or equal. on room side. 3. Install ductwork to vent dryer and bathroom exhaust fans as per NYS Mech. Code. LL_ 6. Land Surveyor to provide buildmg stake-out of home prior to excavation. 3. Insulation in floor to be (R-38) batty in entire house. 2. All siding is to remain natural. LL4. Contractor to provide heating duct layout and list of equipment for D \ Architects review prior to installation. 3. All interior trim to be painted with 2 coats of latex semi-gloss enamel • 027 L III. CONCRETE: 5. Thermostats to be digital 7 day programming for simultaneous heating and paint over an enamel primer. X. DAMPROOFING, WATER PROOFING, FLASHING: cooling. 4. Interior wails and ceilings to be painted with two coats latex in colors of W • z 1 . All concrete to be minimum 3,500 Ib. - 28 day test. owners choosing, over a prime coat. 0 W W I . Metal flashing shall be I G ounce copper and shall be mstalled at all door 2. Footin our must be continuous and poured stiff) sills, where porch slabs abut wood framing, and all step and counter u- • T_ Z g p p y flashing. 5. All interior doors are to be factory finished, Z XVI. ELECTRICAL: high gloss finish, except as directed otherwise by owner. 3. Should a break in pouring be required in the foundation walls, it shall not 0 Z 2. All enin s are to be flashed with either metal or a fabric flashin be horizontal, nor vertical, but on a diagonal, and it shall be roughed up p 9 g' XXI. EXTERIOR DI=CKS: V • (� 0 prior to the next pour. ► . Provide new 200 amp. service with main panel O 3. Exterior sheathing to be covered in tar coated budding paper Tyvek or with circuit-breakers, silent mercury switches and outlets as per code. Q All char es to be aid b contractor, includin all char es for under round service. I . Exterior wood decks to receive 5/4"x G" Mahogany decking over ACQ beams. 4. Entrance platform slabs to have G"x G" -#10 x#10 wire mesh plastic vapor barriers are not permitted. g p y g g g Railing and baluster to be white PVC. IL ( 1 throughout, float finish. Crawl Space slab should be steel trowelled smooth. v it Q 2. The contractor shall provide the following fixtures and equipment and (n 0 = XI. DRYWALL: shall install same: XXII. WALKS DRIVEWAYS * LANDSCAPING: Z a. LED Hi-hats as shown on plan with dimmer switches (R)at 0 V 0 IV. LUMBER and FRAMING: I . All new house walls and ceilings to be covered with 1/2"gypsum board , all each location. I . Topsoil removed during construction to be spread on disturbed areas _ joints to be taped and spackled. Nail/screw holes and joints to receive three coats b. Shower lights. around house and shall be fine graded by machine, hand raked of rocks > LL Z I . All structural construction lumber to be Douglas Fir-Larch-North #I or better. of spackle and sanded smooth in preparation for paint. Adequate drying c. Switches to walk-in closet fights as indicated. and debris, and seeded with annual rye grass. Ll.l LL �- Studs to be Kiln-dried. Utility lumber may be utilized for blocking, catting and ' ` 0 must occur between coats. d. 3-Way switching ZV � sills and plates only. Bottom sill plate to be "ACQ" treated or e. Switches for all fixtures as required. 2. Excess fill, if any to be removed from site at Contractor's expense. "wolmanized". 2. All outside corners to receive metal corner beads, f. Front and rear door chimes. n LU 0 g. Exhaust fans in baths 3. All other paving and all landscaping to be by owner. = U 2. Wall sheathing to be minimum 1/2" DFPA 24-0. 3. Drywall in all bathrooms and laundry rooms to be waterproof grade. h. Addt'I wall outlets beyond code per owners location. Q ) ~ LU 1 i. Wiring for telephone outlets and DSL TV outlets. XXIII. GUTTERS t LEADERS: (L Z 3. Subflooring to be 3/4" DFPA 32-1 G exterior glue, screwed 4. Joints in drywall are to be avoided over window and door edges. Joints to 0 Q_ and glued to floor beams. occur at middle of openingo s. 3. The owner shall provide and the contractor shall install I . Provide I/2 round pre-finished seamless aluminum gutters and leaders in white. 0 all Electrical Light fixtures. Each leader to be piped to 50 gallon buried drywell. (L � ( � 4. Roof sheathing to be minimum 5/8" DFPA 24-0 exterior glue, supported on all edges. 4. Contractor to provide wiring for dishwasher, ovens, cooktop, dryer, refrigerator, freezer, and all equipment. XXIV. SEPTIC SYSTEM, WATER: 5. All girders or posts to be free of large knots or other visual imperfections. XII. INTERIOR TRIM: 5. All wiring to be in accordance with the National Board of Fire-Underwriters and a certificate of inspection of the local agency shall I . Provide a 1 ,000 gallon septic tank and leaching system as required by local P r'^ G. All deformed, twisted, or otherwise defective studs or ceilin beams to be be issued prior to final payment. authority. System to be approved by Local County Board of Health. < ' OsT yE g I . Window and all door trim to be selected by owner. G. No aluminum whin is to be used. �4'i- f removed or doubted prior to interior finishing. g Q, V 2. Closets to be trimmed with a continuous I"x 2" cleat and one 12" wide XXV. GUARANTEES: s ! 7. Double all studs on openings over 5 ft., triple studs over 9 ft. openings. shelf, maximum span between braces to be 3', and a wood closet pole, unless otherwise indicated on plans. Linen closet to receive 5 full depth I . The contractor shall guarantee the foundation, plumbing, heating, ro in C ; C_^`,' j shelves. Pantry closets to have 4 shelves of pine shelving and I" shelf structure, drywall, windows and doors for a period of one year from the edging strips. Double rod on master bedroom closets as per owners date of title and shall immediately rectify problems when called to his 7125 Fr direction. attention. Guarantees and warranties of manufacturers shall be passed on \O,� V. FASCIA, TRIM, EXTERIOR SIDING: to owner. Vf YO � I . Exterior trim and fascia to be p.v.c. by Versatex or approved equal . 3. Baseboard trim to be selected by owner. XXVI. APPLIANCES t MISCELLANEOUS BUILT-INS: 2. All soffits to be P.V.C. by Versatex or approved equal. (To be provided b the owner and installed by the Contractor). 3. Siding to be Perfection cedar shakes @ 5 1/2" to the weather and b. Refrigerator/Freezer I x 12 cedar boards with 2x2 cedar battens. I . a. Electric Range C. Dishwasher e. Microwave Oven e. Washing Machine f. Dryer and washer 04 1 1 . 18.201 G 03. 11 .2017 r-------------------- F--1 I---1 F-7 C*Pff", TTELES F- L0 0 R It, C-1 d=o U -1 j j j Q � L/480 Live Load Deflection YX I dIA.C, LM[)GE 131 13C E- ff L 40 PSF Live Lead 110 PSF Dead Load 40 PSF Live Load 20 PSF Dead Lead r N Depth -o.c. 24-ox. V &DGIPP,LC B LT5 F�R V. fA TJIdb 12"o.c. 11IS"n.c. 19.2"o. 4"o.c. 12"o.c. I IVO.C. 191 110 16'-11* 15'-6-._ __14'-7- 1 13 -7- 6-11' 15'-6- 14'-3-_, 12■-9 17.-9. 16'-3" 5*-4" 14'-3' '-4- -------- -.- --- -1 - -_J---- -.- - ir-v -,-W-3 -'J-----15-- - ---1--14'-0-" 230 18--3- 16'-8" 15*--9* 1 14*-8. 15'-9- 14--8. 110 20'-2* 18'-5" 17'-4' 15'-9*(') 20"-2. 17'-8' I 16*-1"11) 14'-4*(') 19'-3- 18'-2- A Y-9 -2-30- -21'-8"-- 191-10" 18*-8' 17'-5" 21'-8* 19-10' I8'-7" 1 16'-7'111 360 22*41" 20*-11" _19!-8* __18'-4- 22'-11- ],_?O'-Il- _19'-8- 1 IT-10-0) R—GO - 26'-1"- 23'-8- 1 2T--4*' 20'-9" 26'-1" 23'-8" i 22-4* 1 20%9*03 lia 22'40" 20'-I1 19'-2' i 17'-2'(1) _22'-2- 19'-2- 17'-6-(') 15'-0'(') 210 23-4 '-1 20'-8- 18-40-0) -23'-11;7 2Y-1- 14" 230 _24'-B" 22'-6- 21'-2- 19--g-(I) %-3"(1) W-6-0) -24'-8- 22'-2- •20 360 -26'-0`- 23*-8' 1 22'-4* 20'-9.0) 26'-0' 23'-g"_l_22*-4*111 IT-10'(1) I I 560 -25.�.Jq. 1 110 25'-4' i 22'-6" 1 20'-7"(1) IF-1"(1) 23'-9" i 20'-7'(]) l 18*-9'(1) 1 15'-0'M 210 26'_- 19-41-0) 2 2'-01) 20*-7'(1) 16, 230 27'-3 24'-10-_ 1 23'--6- -27-�-3' i 23'-9' I 211-8-0) I I7'-6-0) 1-.1- (3 C\J 360 28'-9' 2�-_q 26'-3'0) 22"4"(') IT-10NI) U-1 ---�-29'-8' i 28'-0" 25'-2'(') _.6_� i-9�--S- 25'-3'(') '41-01 ;b 32'-8w 20 F -1► U E4-1 171- < C; user � � O 0 z > LU IZ z LUI I Z II I 0 0 D U DL 00 < U- < 0 0 z Li 0 UJ tL/ LIL Q- I III h It 11 11 11 11 1 Q) (,) 0 ------------ Z LL- z 0 LLJ 0 U-i U 41--H --------------------------- 0 D- Z O (1- no/- It LEGEND c'T F R P f��J�?\)ST N��,p��y PROPOSED WALLS NORTH CRAWL SPACE FRAMING PLAN 1 ,028 5.f. 5CAC: 1 /4" = I '-011 �\0 1125 0 1 1 . 18.2016 03. 1 1 .2017 321-011 131-411 181-811 A 4-PA35GO C� RAI Q O D K 5 in SC PPE x x N = 12 8" 32", SQ• TD-(T;� —F�c ARD o DININ ROOM _ c� 1 "' /N O _ — STEELL- 32 L�C L. tu LU N LIVI G OO�IA �- U ! co LL: cm m a D w I I a� p[ 31�, sQ. 1 I I 2" S STEEL COL. — -�I� — — ) — — TEE CO m U lu Lu N Q F SH TEE B W OX2 O • Z Q u � m Z H NUATIHI OdvI O z C091111-- • 00 o Ln11 in. 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I- FWG I'BOG I I-A O DOUBLE UP n_ (L D_O_UBLE UP p N N ILUz � - (Y) > > N 0 x 0 Lu - 2I FI D L �- -� 'PG 2X 12 RR@ I G' O.02X 12 RR@ 16�O.0 �; U N of N I -8" 20 N U- - o � . 0 Lu LE 6 N 0 —1 w W a� a� 0 2X 2 GE "- m LL_ _ Z — N / 0 z o v ED O 0 Qi = H O O — I _ N U � � T 11 OU .LE L CLQ5D UB_ELL U O Q 3- � _ z O � N [i] = N 0 o U Uz N N >—> u- 11 1 C 15 -' - � : NI �5 Z U o w0 0 4 _ ' V J Op' Lu = U lu X cm [1 0 ry Z N O -- 0 OL 2-AXW231 u- TEMPERED GLA55 I I '-0" 8'-I O" 1 2'-2" P LEGEND PROPOSED WALLS o 1125 NORTH ROOF FRAMING PLAN G03 S.F. scale: 1 /4" = I '-011