Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
38592-Z
o�SU.tFoL eco TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY 0 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38592 Date: 12/24/2013 Permission is hereby granted to: Holfelder Lawrence Rv Tr 11730 Lipsey Rd Tampa, FL 33618 To: Additions and alterations to an existing single family dwelling as applied for per ZBA and Trustee approvals. At premises located at: � � �0� L� 6600 Great Peconic Bay Blvd. Laurely( O ` b Lk SCTM # 473889 Sec/Block/Lot# 126.-11-1 Pursuant to application dated 12/3/2013 and approved by the Building Inspector. To expire on 6/25/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $620.40 CO -ADDITION TO DWELLING $50.00 Total: $670.40 it ing Inspector form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: / 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of'electirical installation from Board of Fire Underwriters. 4. Sworn statement 60m plumber certifying that the solder used in system contains less than 2110 of 1%lead. 5. Commercial building,induitrial 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(prioHo-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 property 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 ate. New Construction: Old or Pre-existing Building: (check one) Location of Property: &-34-0 zY' Lf Jv L House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No' 1000,'Section Block Lot �f `Subdivision -filed Map. _ Lot: Permit No. Dae oerm . _. Date Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board-Approval: Request for: Temporary Certificate- Final Certificate: _V , ; (check one) Fee Submitted: I 1A pplicant Signature FIELD INSPE ON REPORT DATE COMMENTS a 0n FOUNDATION(1ST) �1 ® v FOUNDATION(2ND) • O ' d � C) ROUGH FRANtING& PLUMBING u • W H INSULATION PER N.Y. STATE ENERGY CODE t FINAL 1 ADDITIONAL COMMENTS :2Z�(o c EY40 I n d - a5- 1 d J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HAL-Lu Boardof Healfh,ic /A-setsofBuilding Plans;;, SOUTHOLD,NY 11971 TEL: (631) 765-1802 Planning Board approval_ FAX: (63j)_765-9502 Survey:.', i"P", 'V-, SoutholdTown.NorthForkxet PERMIT NO. Check fj j; E L Trusi6es Flood Permit Examined pq` Storm-Water Assessm&tF6nil'--, ,3'- A Contact: 9 12., 1 f, Approved 20 IVIafl to:. (.� ;y/ ���/Il � ` BLDG DEPT.-.---..--,. Disapproved a/c 7 TOWN OF SOUTHOLD Phon6. Z:;1W Expiration 2 J Building"hispector ij I ,,APPLICATION FOR BUILDING PERMIT V INSTRUCTIONS"k a.This application I MUST be cornpjqelyfille_d inby VpFwT#qr or in inkand submitted to the BuildiQgJnspect6r,-*Yjth;4 sets of plans,accurate pliot'pIanto scale.Fee according to schedule. b.Plot plan showing location of lot and of building�.,q�i,,preTis S.,relationship to adjoining premises,opr,-,public strel iorj 4iii,'-'a"n',-d-w�'at�e-r"w"ays. c. The work covered by this application may not-be.commenced before issuance.of Building Permit. &Upon-approval of this-application;the Building Inspector will'iis'ie a Building Peftit to the'Apolic'iiiii: Suclapermit shall be kept on the premises available for inspection,throughout the work. ,. i " , ,�, e.No building shall be o c cu'p4ie di 'or"U`_S'6d7fi i� i4k4o.le'o"'r"i i i"'o-'a"rit`tofany,�o o s eVwhat'§6 ever unti I'the Bu i la Mg Ins p e ctor issues a Certificate of Occupancy. I 1 1 i f.Everybuilding-peim'4 shall expire ifthi Work&ith&fiz6d-hii§-h6Vc6' d months-,iifter,th6'dat6'-"Of e issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted-in:the interim;,the,Pq#4:4ag-jiqsgqqtor may,author_i4e,.in_ writing,the extensioid,ofthe,pbrinit,for,3aW addition six months.Thereafter;anew_permit APPLICATION 14 HEREBY MADE to the Building,Dqpartiiient for the issuance of a Building Permit,pur s4qAt t Building Zone*Oid*m--a'-n"'c'e of the Town o-f-'S-"o'u'th'-old,,-Suffolk County,New-Y6ik,"iidother-applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or,alterations,or,for removal or demolition as.herein described.,The, applicant agrees to-comply with all,applicable laws,ordinances,building'c'od'e,' nousmg.coa4 -ana,,r, Iat5io,`ns,-,,and to-admit C"q, ; authorized inspectors on premises and in Wilding for necessary.Tspectio'lls., (Signature of applicant or name,if a corporation) 17 K: 7!,0 C�1� ;q, -I,, J State whether applicant,is_owner,lessed';aigeht;-,architect;engmeer;,gdrieral d6ntract6f;telddtriciAft5'plutnber'&builder J , Name of owner of premises , 1__-QLt)94. Q0G 610 (As on the tax roll or latest deed), 7777, If applicant is a corporation,,sign4"q of duly authorized officer "i"', _7_ (Name and title of corporate officer) Biiildeig License No.--- -- Plumbers License No. EledtndiansLiceh§d.No.,,' Other Tradd! Lic e-nse No:r:, 411 1. Location of land on which proposed work will be done: J I ef 0,-Q Y Be,V0 Z-4-UP-4SI.- House Number Street -Hamlet -,,'- County Tax Maly-Nq.jQ00-7 9M,,S t qA11_. 1, L dt- lug: "OFT 0"Ji 0 dice.`"Ff"Aii" -ON lfs w6ff Aj 2. State existing use and!occupancytiof premises and intended use and occupancy of proposed constructibji:+•,�', a Existing,use,�and.6dcupancy 4e-5 M942117,41 Intended_b. use and occupancy .. "'T irf "11 i'�K -' 3. Nature.of work.(check_whidhiapplicable):New Building Addition N�4 Alter------ -OtherWork Repair Demolition' . I t 77 1 (Description) n 4. Estimated,Co§t,-.: Fee ;' N 0 ip '(To be paid on filing ihis application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage;-number of cars-: ",' 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. , 2 7. Dimensions of existing structures,if any:Front 297AL, -Rdar -1--- t D Height 10.7 Number of Stories .. r OSE. j Dimensions of same structure with alterations or additions: Front Rear Depth�� Height- 0"Nu- mWed-Storiew—Ty2a 8.- Dimensions of entire,new constructibn: Front Rear Depth Height Number of Stdn, 9. Size,of'lot,F LLL� Depths 1V 1014" t•tme_'Jr0Wifdi 10.`Dai of P&6We ame'4 Fdi' W-! 13i 11. Zone or,ysp dist6d'm�': ivh'i6' h`Dremises are,-sit&W- e- r6iul&i6fi?YF_S,' ?_ NO 12. Doffs l,constructio.a1 Ii5"iolate any,zoning,t��,.p� 0 S "Y'R F 13. 'dill riot,be jre>-g4ded?;YES NO removed from premises?,YE -IV ,,N 14.Namdsiof'Ownet�of,premises=,L,..Ilk626,11=1- -0— Name of Architect /7zn� L- g L 4 1 Ad d r e s s e, 7_7 P h o n e N o' rp h No 15 a.Is lthig`plopdfty,'�M�1,66,t�6f.,6-f"i i'idal"wean W 0 1" * IF YES'SOUTHOLD TOWN`l`RUSTEES'& M. DC.PERMITS M " EED AY BE' QUIR . � b. Is this property within 300 feet of a tidal wetlwetland? YEsL * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Pro"surv, ey"to scale,with accurate foundation plan and distances to property lines. -17.-If-dldVa#q#,At,, po feet or below,must provide topographical data on survey. 18�1,*e there.,4py.,coyeriants a q#qn4..,yft,rpspe rty?,f*,-,yVE$ s IF YES,PROVIDE A COPY. STATE OF NEW YORK)' SS: COUNTY-OF5V —be'mlg�l%i�sf*w"o""m",'�a'-;e'p"o' 1 s'es"'4"h(d'siygtMt(§)h6'is'ihedpolidant (Name of individual signing contract)above named, (S)Heisthe (Contractor,Agent,Corporate Officer,etc.),_ of said owner or owners,and is duly authorized to perform or have_performed the said work and to make-arid fileathig appkatioji;' that all statements contained in this application are true to the 6esi'of his knowledge and belief;and thatthe-morkwill.be,Y performed in the manner set forth in the application filed therewith. i J A, /I F1 Sworn to before me this day of 111MV1 WWI I W ate-of Now orW` Notary PU yj N11o.017 190696 Q?81 t)rl in Suffolk Cou Comm ssmires JUIV 7R, i 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 approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. -:::3 Rv'� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 2 2� ,20 �3 Single&Separate Storm-Water Assessment Form Contact: Approved 2�( ,20 Mail to ft i k Ualai i 1 Disapproved a/c Phone: 7� –,f&24— Expiration 20 b n - - - � Building Inspector Al �� � 0 APPLICATION FOR BUILDING PERMIT DEC - 3 2013 Date L��=G � , 20 !� Bl DG DEPT INSTRUCTIONS TOWN OF SOUTHOLD a. This app kation e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply withal] applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A 4cl- TQC'l Name of owner of premises ���?kj�ti (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Na me,and�t iI$$,cgf coip r, e,officer) Builders License Plumbers Licens`6o"'`"'"` Electricians iterise NJ N L' o. Other Trade's License No. 1. Location of land on which proposed work will be done: 6.340 ��o�l� 1919LUd , Z�7�p4EL House Number Street o Hamlet County Tax Map No. 1000 Section /267 Block f� Lot l Subdivision FiledPapo. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1/0452 /4(' b. Intended use and occupancy 1224 ✓�' eeo—/g L 3. Nature of work (check which applicable): New Building Addition Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost 41 Fee zJ'qQ (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existingstructures, if any: Front .29.4- Rear 27, ( Depth ��•�- Height "' `9. Number of Stories ©NE�- Dimensions of same structure with alterations or additions: Front 2 .�' Rear-43,!g Depth 4-9.!5/ Height v 222.e-� Number of Stories Z 8. Dimensions of entire new construction: Front Rear D,ep,th r Height Number of Stories 9. Size of lot: Front ����� Rear 97• Jz Depth 10. Date of Purchase 194-0 5 Name of Former Owner 11. Zone or use district in which premises are situated 12--c-Lo 12. Does proposed construction violate any zoning law, ordinance or regulation? YES VINO 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YESy NO Pte' 14. Names of Owner of�remises4140-FEZda Address l' D 5W'jE Phone No.40/3'!W t?25�0 Name of Architect GfG���Ll��I,EuGI Lf/ Address IW .3/6 /?� Phone No&aV- Olt- Name of Contractor Address Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO VI * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS;gAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_\1 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, 116 - D.81JINCH (S)He is the L.(.>` tet l , ���� (Contractor, Agent, Corporate Officer, etc.) klhdk�vin'wb50 COmmlsafott ExplffWkftNWj l of said owner or owners, and is duly authorized to perform or have performed the said work and to make and 4e4tl s application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. l Sworn to before me ti ' day of 20 Notary Public Signature of Applicant A06- BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.8332 DATE: NOVEMBER 13,2013 ISSUED TO: LAWRENCE HOLFELDER i PROPERTY ADDRESS: 6340 GREAT PECONIC BAY BLVD.,LAUREL SCTM#126-11-1 AUTHORIZATION PursuaNt'to the provisions 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 November 13,2013 and in consideration of application fee in the sum of$25-Q.00 paid by Frank Wlendahl and in the sum of $250.00 paid by Lawrence A.Holfelder and,subject to the Terms and Conditions as stated in the Resolution,the Southold Towp Board of Trustees authorizes and permits the following: L Wetland Permit for a partial second-floor addition and a 300 square foot first- floor addition to existing dwelling;for the existing stairs with associated retaining walls leading from dwelling to a 16'x16' on-grade non-treated patio with associated cantilevered 41x4' platform with stairs to lower bulkhead,and as depicted on the site plan prepared by Frank Uellendahl,R.A.,last dated October 16,2013,and stamped approved on November 13,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, _j and these presents to be subscribed by a majority of the said Board as of this date. �i NOW FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 20, 2013 TO: Lawrence Holfelder c/o Frank Ullendahl P.O. Box 316 Greenport,NY 11944 Please take notice that your application dated June 13, 2013: For permit for additions/alterations to existing single family dwelling at: Location of property: 6340 Peconic Bay Blvd., Laurel,NY - County Tax Map No. 1000 - Section 126 Block 11 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed additions/alterations and on this non-conforming 30,149 sq. ft. lot in the residential R-40 District is not allowed pursuant to Article XXII section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The survey shows a proposed construction setback at 37.7 feet+/- from the bulkhead. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERSo f SOUr Southold Town Hall Leslie' qh s Weisman,Chairperson ��' yo 53095 Main Road•P.O.Box 1179 Eric Dantes !p Southold,NY 11971-0959 Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Homing O 54375 Main Road(at Youngs Avenue) Ken Schneider l'YC���( Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ll .(631)765-1809•Fax(631)765-9064 OCT 2 2 2013 G ;DELIBERATIONS AND DETERMINATION BLDG DEPT MEETING OF OCTOBER 17,2013 TOWN OF SOUTHOLD ZBA FILE#6682 NAME OF APPLICANT:Lawrence Holfelder S.C.T.M.# 1000-126-11-1 PROPERTY LOCATION: 6340 Peconic Bay Boulevard, (adj.to Great Peconic Bay)Laurel,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 11, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. i 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 September 23, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the f records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP coordinator notes that the sanitary system on the proposed plan dated 8/21/2013 appears to not meet the current sanitary standards. The LWRP coordinator recommends that the Zoning Board of Appeals clarify if the system meets current standards. Pursuant ' to that request, and with the condition imposed within this decision, the Board finds the action Consistent. PROPERTY FACTS/DESCRIPTION: The property is a 30,149 square feet developed lot in the R40 zone district and has an existing single family one story structure 36.8 feet from the bulkhead. The South side of the,property has 81 feet of bulkhead frontage on Great Peconic Bay. The bulkhead is a two-tiered double bulkhead. The West side of the property is 336.85 feet, the East side of the property is 348.65 feet, and the North side of the property 60 feet and borders Peconic Bay Boulevard. All is shown on a site plan by Frank Ullendahl, Architect, dated August 21, 2013. BASIS OF APPLICATION: Request for Variance from Section 280-116(B) and the Building inspector's June 20, 2013 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling: 1)proposed construction at less than code required minimum bulkhead setback of 75 feet. i r Page 2 of 3 October 17,2013 ZBA#6682—Holf;.lder SCTM#t000-126-11-1 RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to the single family dwelling with a setback of 37.7 feet where the code requires a minimum bulkhead setback of 75 feet. ADDITIONAL INFORMATION: During the hearing testimony was given that the existing bulkhead was built in 2005. The bulkhead and property were not damaged during Super Storm Sandy. Testimony was also given that the existing septic system was installed around 2005. The applicant and the applicant's agent did not have information as to whether the existing septic system was installed with approval from the Suffolk County Health Department. In a letter dated October 11, 2013, received by the Board on October 15, 2013, the applicant's agent/architect states that his research shows that the existing septic system was installed in 2002 due to an emergency repair, which did not require approval from the Health Department. Additionally, the architect hired Morris Cesspool Co. to open the existing pools for personal inspection which revealed one pool to be completely dry. A phone conversation with the Health Department explaining these conditions followed, in which a representative indicated that the existing septic system was adequate for a 3 bedroom house. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 3,2013 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. Most of the waterfront homes on Peconic Bay Boulevard were first built prior to zoning and located within 75 feet of the bulkhead. Like the applicant's home they were built in the 1930's or 1940's when there were no set back regulations as summer cottages. Many owners have since converted their cottages into larger,more comfortable year round residences. 2. Town Law 4267-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. Due to the existing dwelling's proximity to the bulkhead, any modification to the existing dwelling will require an area variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 51%relief from the code. However, the existing dwelling is 36.8 feet from the bulkhead. The proposed addition will be a more conforming 37.7 feet from the bulkhead. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install a septic system as per Suffolk County Health department regulations or present evidence that the existing system was installed with Suffolk County Department of Health approval. The upgrade of the existing residence from seasonal use to year round use also warrants the septic system meeting the standards set forth by the Suffolk County Department of Health. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant knows that Zoning Code has changed 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 applying for a building permit. 6. Town Law &267-b. Grant of relief as requested is the minimum action necessary ary and adequate to enable the applicant to enjoy the benefit of a year round residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3 of 3 October 17,2013 ZBA#6682—Holfeader SCTM#1+000-126-11-1 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variance as applied for, and shown on the site plan and architectural drawings by Frank Ullendahl Architect dated August 21, 2013, and June 12, 2013 labeled "Site Plan" and A-2 through A-7. Subject to the following condition; CONDITION:--- 1.) ONDITION:- ---------1.)The applicant must submit written evidence from the Suffolk County Department of Health Services that, once the proposed additions and alterations approved herein are completed, the septic system, on the subject property, has Suffolk County Department of Health Services approval. j That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 buildingpermit, and may require a new application and public hearing before the Zoning Board ofAppeals. Any deviation from the variances) 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. I Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Dantes. (Absent was: Member Goehringer) This Resolution was duly adopted(4-0). n C Leslie Kanes Weisman,Chairperson Approved for filing// / /2013 - f I f r i e, SCOTT A. RUSSELL �o°o c�G JAMES A. RICHTER, R.A. SUPERVISOR ® y=Z MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD W TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 ©� ® �� Fax (631)-765-9015 MICHAEL COLLINSnu TOWN SOUTHOLD NY US �,Ol �ao JAMIE.RICHTER(WOWN SOUTHOLD.NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD DEC 1�2013 STORMWATER MANAGEMENT CONTROL PLAN REVIEW OV . DEPT (To be completed by the applicant) TOWN OF SOUTHOI D TO: Engineering Department PLEASEATTACH. FROM: Building Department ❑ Copy of the completed Application for Building Permit DATE: /—/,?--5-�/0 ❑ Stormwater Management Control Plan APPLICANT: �L Fel-`T��� ❑ Completed Stormwater Management S.C.T.M#: 1216 l`f` t' Control Plan Review Checklist PROPERTY ADDRESS: C *a ��Gd�J�C L1SD BRIEF PROJECT DESCRIPTION: �S� 6rJe4p AWE) ;2?D12A�1 716x� f�" V4-rep I2 / l3. bP- a S * *FOR E GI EERING P MENT USE ONLY Reviewed By- Date: Appr ved Addi ' nal Information Required: n r.�rrprr�n i��n►n�o ��o��uFFotK�o DATE: Stormwater Management Control APPLICANT: Plan Review Checklist S.C.T.M. : PHYSICAL ADDRESS:(p104-D &W Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Inform tion lie( 1.Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in§236-17(C)(2). d.test hole data indicating soil characteristics and the depth to water e v e.proposed limits of clearing and the total area of proposed land disturbance ' f. existing and proposed contours of the site(minimum 2' interval) g. location of all existing and proposed structures,roads,driveways, sidewalks draingge improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) k. location of the proposed construction entrance/staging areas 1. location of the proposed concrete washout area m.location of all proposed erosion and sediment control measures 2.Plan includes calculations showing that the stormwater improvements are sized to capture,store and infiltrate on-site the runoff from all an ervious surfaces generated by a two-inch rainfall 3.Detail drawings(required for plan approval)provided for: a.erosion and sediment controls b. construction entrance c. inlet structures(e.g. catch basins,trench drains,etc.) d.leaching structures(e.g. infiltration basins,swales,etc.) REVISED 9/17/201 PROPOSED ADDITIONS �, AREA SUMMARY W ADDITION LOT AREA = ca.30,149 SF = 100.00% iE ® EXISTING STRUCTURES �� EXIST'G BLDG. COVERAGE = ca, 1,823 SF = 6.05% o ADDED BLDG. COVERAGE = ca. 300 SF W SURVEY BY JOHN SCHNURR, PLLC ��, TOTAL BLDG. COVERAGE = ca, 2,123 SF = 7.04% X DATED: NOVEMBER 25 2003 a, MAX. BLDG. COVERAGE = ca, 6,030 SF = 20.00% o J Go w Q 40 CAMERA LOCATION FOR PHOTO VIEW #2 In _ NOVIIDE 660blor� EXISTING LOT PLAN Q 1J ' El Sf,011106 NW 145 146606;0, DEC 17 2013 1— 1 `•� 336.85RS;DrE;:CE L v . r BLDG DEPT LAUREL, NY RUN-OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE ; r r r TOWN OF SOUTHOLD PECONIC BAY BLVD ADDITION 300 SF : 100% run-off coefficient= 50 cu ft SAND r o WITH GUTTER LEADERS FOR ROOF RUN-OFF (TYP�t) ARCHITECT PROPOSED 6'DIA, X 3' DEEP DRYWELL - 67 CuFRANK UELLENDAHL©�w� oR P.O,BOX 316 1 ' r � GRENY 11944 m wnT TEL: 631-477 86246X ) r r r r r r r r r W ' DRYWELL EXISTING i J,, OWNER i2 23 f30 J SEPTIC SYSTEM ���J r r.9� r r LAWRENCE A HOLFELDER 11730 LIPSEY ROAD GARAGE / WORKSHOP ��0�,\ �G r r r r r TAMPA, FL 33618-3620 1—STORY ADDITION r r r C-016+X4 SAND DRYWELL 2nd FL00 �VPATIO 0 ti0 ON GRADE gravel 256 SF 8'X6 x (material: TREX) x rrrrrr n 1 55'tik•j' �n DRYWEL �n9 Wallw/o/z r r r r r a CD r r r DRYWELL a a CD 11 r r r 6;X4; Z SAND � 4 � 348.65' AS—BUILT PATIO ON GRADE M N C=' �N N O c^ N 50% N OOR ROOF = 672 SF SUNROOM ROOF AND 50% OF 2ND FLOOR ROOF = 980 SF o 0 0 100% -off coefficient = 112 Cu.Ft. 100% run-off coefficient = 163 cu ft �o ' SCALE; 1 16" =1'-0" 2i W DATE: 12/16/2013 PROPOSED 8 • X 3 P DRYWELL = 126 Cu.Ft, PROPOSED (2) 6 DIA. X 4 DEEP DRYWELLS = 178 Cu.Ft, � SCALE: 1/16" = 1'4 ��T(Im Root ^ � 3 y �} s� PROPOSED SITE PIAN �� PROPOSED 1002 Rvu&r- = 22`� c>F SCTM# = 1000-126-11-01 SITE PLAN 22H 2 cf f vF = S. 33 VF� TOWN OF SOUTHOLD N DWG NAME Dew SUFFOLK COUNTY, NEW YORK a_ x _� A-2 V � U O Q¢ DWG. NO l ® PROPOSED 2ND FLOOR ADDITION AREA SUMMARY w W -ADDITION LOT AREA = ca.30,149 SF = 100.00% 11 0 PROPOSED 1ST FLOOR ADDITION EXIST'G BLDG. COVERAGE = Co. 1,823 SF = 6.05% o ADDED BLDG. COVERAGE = ca. 300 SF = W Im EXISTING STRUCTURES TOTAL BLDG. COVERAGE = ca, 2,123 SF = 7.04% MAX. BLDG. COVERAGE = ca. 6,030 SF = 20.00% o J SURVEY BY JOHN SCHNURR, PLLC Q DATED: NOVEMBER 25 2003 N w N 336.85' o R E_Sl DE 111 CL r LAUREL, NY r r PECONIC BAY BLVD • rrrl-- rrrr .- w • rrrrr .- o EXISTING SEPTIC SYSTEM r r r r r r r a ARCHITECT 8'x8' L.L.P. o, r r r r r r • g FRANK LIELLENDAHL N - rrrrrrr � Co P.0.60X316 8'X8' L.P. ��1 GREENPORT, NY 11944 r .� r r r r r = TEL- 631-477 8624 OWNER �A r r LAWRENCE A HOLFELDER 11730 LIPSEY ROAD 1:5p TAMPA, FL 33618-3620 GARAGE 1-STORY ADDITION <0 ��' r r r O �� O r r r 3 � DA Q7 r r r r r / rrrr�� rr i1 rrrrrrrr /4'Ja rrrrrr � -/� O rrrrrr � /q.. tQ r r r r r r +• Ib - Jrr .- rrr 2nd FLOOR ADDITION r r r r r r r r r r r r r r r r r � rrrr-- r- - r r r r rrr r .- N r r r r r 3 LCA r r ~2 O r R a o U D 348.65' N M N O O _j O 2� SCALE: 1/16" =1'-011 Z DATE: 06/12/2013 PROPOSED SITE PLAN ¢ SCALE 1/16° PROPOSED SCTM# = 1000-126-11-01 SITE PLAN TOWN OF SOUTHOLD N z a DWG NAME SUFFOLK COUNTY, NEW YORK A_1 o� Q¢ DWG NO Generated by REScheck-Web Software Compliance Certificate Project HOLFELDER RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6240 Great Peconic Bay Blvd Cindy Schmidt Frank Uellendahl Laurel,New York 11948 Rabbit Run Architect East Marion,New York 1193§ Greenport, New York 11944 trade-offCompliance: Passes using UA Compliance: 14.0016 Better Than Code Maximum UA: 285 Your UA: 245 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 • Glazing . CavitDoor UA Perimeter U-Factor Ceiling:Cathedral 300 30.0 0.0 0.034 10 Ceiling:Cathedral 648 30.0 0.0 0.034 22 Ceiling:Flat or Scissor Truss 73 30.0 0.0 0.035 3 Wall:Wood Frame,16in.D.C. 1,490 19.0 0.0 0.060 70 Window:Wood Frame,2 Pane w/Low-E 329 0.290 95 Floor:All-Wood joist/Truss Over Uncond.Space 948 19.0 0.0 0.047 45 Compliance Statement: The proposed building design descri e e is consi ent with the building plans,specifications,and other calculations submitted with the permit application.The propgs Id' K een designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheckVe o comply with the mandatory requirements listed in the REScheck inspection Checklist. I l D M --F r& c_ Name-Title !Sin ure Date UEQP ih Y"Y � N fey OF IJT"'4'j � Project Title: HOLFELDER RESIDENCE Report date: 11/30/13 r REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code 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 # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Re .ID 103.2 :Construction drawings and ; ;[]Complies [PRI]1 documentation sufficiently ❑Does Not demonstrates energy code i I compliance for the building ;❑Not Observable envelope. ;❑Not Applicable 103.2, ;Construction drawings and # ,❑Complies 403.7 !documentation sufficiently J❑Does Not [PR311 ;demonstrates energy code _ L ;compliance for lighting and ;❑Not Observable mechanical systems.Systems i I❑Not Applicable ;serving multiple dwelling units f' must demonstrate compliance ' with the commercial code. I " 403.6 }Heating and cooling equipment is; Heating: Heating: ;❑Complies ; [PR2]2 i sized per ACCA Manual S based 1 Btu/hr Btu/hr :❑Does Not on loads per ACCA Manual J or Cooling: Cooling: other approved methods. Btu/hr Btu/hr ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: HOLFELDER RESIDENCE Report date: 11/30/13 2010 New York Foundation.inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation ;[Complies [FO11]2 protection. ;Does Not J i ; Not Observable; j ;[]Not Applicable 403.8 Snow melt controls. ElComplies [F012]2 ;[]Does Not g ;[]Not Observable ;[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: HOLFELDER RESIDENCE Report date: 11/30/13 Section Plans,Verified Field Verified # Framing/Rough-In Inspection Value Value Complies?, Comments/Assumptions &Req.iD 402.4.4 ;Fenestration that is not site built ;❑Complies [FR20]1 is listed and labeled as meeting []Does Not AAMA/WDMA/CSA 101/I.S.2/A440 f ,. or has infiltration rates per NFRC ;^ ' ��i❑Not Observable E]Not Applicable 400 that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures(;," ❑Complies [FR16]2 sealed at housing/interior finish `"_"' "'. ,t❑Does Not f and labeled to indicate&It;=2.0 3 U cfm leakage at 75 Pa. ( , i ?❑Not Observable i' ;❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ; :]Complies [FR12]1 1Insulated.to R-8.All other ductsR_ R_ ;❑Does Not in unconditioned spaces or 0 ;outside the building envelope are: ❑Not Observable 1 insulated to R-6. Not applicable if ;❑Not Applicable all systems are ductless. 403.2.2 ;All joints and seams of air ducts, ,' ❑Complies [FR13]1 air handlers,filter boxes,and f "';T 4`+[]Does Not building cavities used as return I't' f. ,ducts are sealed. t ❑Not Observable ❑Not Applicable 403.2.3 ;Building cavities are not used as ;❑Complies [FR15]3 1 ducts or plenums. ` ❑Does Not ❑Not Observable ' ! JE]Not Applicable 403.3 j HVAC piping conveying fluids R- R- 1❑Complies [FR17]2 above 105 2F or chilled fluids ;❑Does Not below 55 QF are insulated to R-3. ; ;❑Not Observable 1 ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. !F-]Does Not J ; ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers area (❑Complies [FRIL installed on all outdoor air �, ;;fi.F ;❑Does Not intakes and exhausts. III lJ ;[]Not Observable f u, ;[]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: HOLFELDER RESIDENCE Report date: 11/30/13 2010New York Insulation Inspection Complies? • Comments/Assumptions Energy 303.1 All installed insulation labeled or ;[]Complies [IN13]2 , installed R-values provided. ;Does Not �j ;[]Not Observable; []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Ter 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: HOLFELDER RESIDENCE Report date: 11/30/13 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions, & Req.ID 402.4.2, ;Building envelope tightness I ACH 50= ACH 50= ;❑Complies ; 402.4.2.1 {verified by blower door test result; !❑Does Not [FI17]1 ;of<7 ACH at 50 Pa.This ;[]Not Observable requirement may instead be met {via visual inspection,in which Ma Applicable case verification may need to .occur during Insulation {Inspection. 402.4.3 Wood-burning fireplaces have ;❑Com lies [FI8]2 i gasketed doors and outdoor 1 ; '; 1❑Does Not J combustion air. �, , l� []Not Observable , ;❑Not Applicable 403.2.2 Duct tightness via post- cfm cfm ;❑Complies [FI4]1 i construction with maximum { ;[:]Does Not V ;leakage of 8 cfm to outdoors,or ; ;[]Not Observable ; 12 cfm across systems.For 1 []Not Applicable I rough-in tests,verification may ; need to occur during Framing !Inspection,with maximum { leakage of 6 cfm across systems j and 4 cfm without air handler. ; 403.1.1 'Programmable thermostats +:. , .,. A Complies [Fl9]2 installed on forced air furnaces. y❑Does Not ; []Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ',' ❑Complies z [FI10] on heat pumps. I❑Does Not , ';[]Not Observable { y ;❑Not Applicable 403.4 Circulating service hot water : ❑Complies [FI 11]2 systems have automatic or i;; ', "' ,` ; � � ; , , � '• PDoes Not 1 J accessible manual controls. �. '1[]Not Observable ❑Not Applicable 403.9.1 ;Readily accessible switch on ❑Complies [FI12]3 !heaters for swimming pools. ❑Does Not U ,'[]Not Observable { ;❑Not Applicable 403.9.2 !Timer switghes on pool heaters !. „❑Complies [FI19]3 land pumps are present. I❑Does Not rte, j 'QNot Observable { �❑Not Applicable 403.9.3 ;Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated �' a❑Does Not �� R over 90 QF are insulated to R-12. f ! 3QNot Observable ❑Not Applicable 401.3 !Compliance certificate posted. '❑Complies ; [F17]2 1❑Does Not []Not Observable j ',",;,[]Not Applicable 303.3 ;Manufacturer manuals for } ❑Complies [FI 18]3 i mechanical and water heating T❑Does Not 1 equipment have been provided. 3QNot Observable , '❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: HOLFELDER RESIDENCE Report date_ 11/30/13 0 2010 New York 8/' Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 19.00 Floor 19.00 Ceiling/ Roof 30.00 Ductwork(unconditioned spaces): Glass&D.. LI-Factor Window 0.29 Door &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments CE) APPROVED AS NOTED COMPLY VE!ITH ALL CODES OF DATE: L2 2 % B.P.# J � NEW YORK STATI E & TOWN CODES FEE: �`�-��o BY-,-D- AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT SOUTHOLDTOWN ZSA 765-1802 8 AM TO 4 PM FOR THE SO D FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED �,�� SOUTHOLDTOWNTRUSTEES FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST ALL CONSTRUCTIONMPLETE SHALLSH OL MEET THE OCCUPANCIG OR REQUNEW YORK STATE. NOT RESPONSIBLE S OF THE CODES FORMDSE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE OF OCCUPANCIT =_ PLUMBER CERTIFICATION RETAIN STORM WATER RUNOFF ON LEAD<CONTENrBEFORW PURSUANT TO CHAPTER 236 CERTfFICATE'OFOCCUPANCY OF THE TOWN CODE. SOLDER USED IN WATER- -SUPPf Y SYSTEM CANNOT EXCEED 2/1.0 OF i%LEAD,. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED. TESTING BEFORE COVERING GENERAL NOTES DESIGN CRITERIA: ADDITION Q- TO THE' 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. o ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. 71mj BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. W CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPHEl W 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B o J MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING — SEVERE " 0 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR— FROST LINE DEPTH — 36" LARCH STRUCTURAL GRADE 2 OR BETTER. DECAY E— S MODE RATE TO HEAVY ® ❑ ® Z GH 4, PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED — YES STAIR AND FLOOR OPENINGS POSTS AND PARALLEL W PARTITIONS, EXCEPT AS NOTED ON DRAWING. �rcCi!�r►if�r DESIGN IN ACCORDANCE WITH AMERICAN FOREST o i`i`..S �Ji`..i`iV 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2— FAMILY HOUSE — PRESCRIPTIVE DESIGN METHOD LAUREL, NY 6. ALL DIMENSIONSAND G pE CONDITIONS TO BE VERIFIED BY CONTRACTOR S) PRIOR TO START OF PECONIC BAY BLVD CONSTRUCTION AND ORDERNG OF MATERIALS. THIS WINDBORNE FOUNDATION HAS BEEN D IGNED FOR A SOIL o BEARING CAPACITY OF TWO12� TSF AND GRADES DEBRIS PROTECTION SCHEDULE z ARCHITECT LESS THAN 5%, CONTRACTuuR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS EXISTING SOUTH ELEVATION FRANK UELLENDAHL CONCRETE SLABS TO BE COMPACTED TO 95% \ / o P,O.BOX 316 RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, CD GREENPORT, NY 11944 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER TEL: 631-477 8624 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED ADDITION w BY TRIPLE UPRIGHTS, ALL HEADERS TO BE FOR ALL WINDOWS AND DOORS WITHOUT OPERATIONAL MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. WOOD SHUTTERS OWNER 8. PROVIDE FIRESTOPPING AT ALL LEVEL LAWRENCE A HOLFELDER PENETRATIONS Z 11730 LIPSEY ROAD TAMPA, FL 33618-3620 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS WINDOW SCHEDULE Y AND DECKS ETC.. 10. DO NOT SCALE DRAWINGS. PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 200/400 SERIES. A �'l9�( 11. DESIGN CONSULTANTS OR RECORD ARCHITECT— GLASS TO BE HIGH PERFORMANCE LOW—E GLASS ENGINEER ARE NOT RESPONSIBLE FOR THE SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS INSPECTION SUPERVISION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT, FEDERAL STATE HARDWARE — METRO COLLECTION: ANVERS, SATIN NICKEL FINISH AND LOCAL ZONING AND BUILDING CODE COMPLIANCE INTERIOR FINISH: PRE—FINISHED WHITE SHALL BE THE RESPONSIBILITY OF THE L ; CONTRACTOR. Mark Size Description Quantity .J J 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO 5 FACILITATE CONSTRUCTION AND SHALL NOT BE A NLGD100611-4 NARROLINE GLIDING DOOR 0 -f CONSTRUED AS A CONTRACT BETWEEN BUILDER AND B NLGD120611-4 NARROLINE GLIDING DOOR 1 OWNER. N C TW2446 DOUBLE—HUNG — window seat 3 13. THIS STRUCTURE HAS BEEN DESIGNED IN D 104H2 THERMATRU — 3 Entry Door 1 ACCORDANCE WITH THE NEW YORK STATE ENERGY E CN235 CASEMENT — Kitchen 2 CONSERVATION CODE. F CN135 CASEMENT — Kitchen 2 0 CD 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL G TW210410 DOUBLE—HUNG — BR 2 egress a PROPOSED SOUTH ELEVATION � d CHANGES PRIOR TO AND DURING CONSTRUCTION. H AN21 AWNING Master Bath 0 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE J AN41 AWNING — MBR 3 CD ' ¢ DESIGNED AND SPECIFIED BY oTHERs. r14 I= 4—BR DWELLING TO BE RENOVATED AND EXPANDED TO BECOME 3—BR DWELLING m 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PROPOSED IST FLOOR DINING ROOM ADDITION WITH CRAWL SPACE AND OWNER, NECESSARY TO PROTECT THE ENGINEER DRAWING SCHEDULE PROPOSED PARTIAL 2ND FLOOR ADDITION FOR MASTER BEDROOM SUITE 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS MISCELLANEOUS INTERIOR ALTERATIONS TO ACHIEVE CODE COMPLIANCE o UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-1 TITLE SHEET — DESIGN CRITERIA — GENERAL NOTES AS—BUILT PATIO BY BULKHEAD APPROVED BY TRUSTEES (WETLAND PERMIT) A-2 SITEPLAN Z a DATE: 12/03/2013 A-3 EXISTING 1ST FLOOR PLAN SCALE: N.T.S. A-4 FOUNDATION PLAN Z 0 A-5 PROPOSED 1ST FLOOR PLANTITLE SHEET A-6 PROPOSED 2ND FLOOR PLAN A-7 CROSS SECTION A—A BUILDING PERMIT APPLICATION E2 Design Criteria A-8 CROSS SECTION B—B; C—C M General Notes A-9 PROPOSED ELEVATIONS DECEMBER 3, 2013 DWG. NAME A-10 CONNECTORS, CRITICAL PATH A-11 NAILING SCHEDULE, FRAMING NOTES FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 0 A-1 Q Q DWG. NO ADDITION ® PROPOSED ADDITIONS AREA SUMMARY W TO THE LOT AREA = ca.30, o ® EXISTING STRUCTURES 143 SF = 106.00% O � .o EXIST'G BLDG. COVERAGE = ca, 1,823 SF = 6.05% o � ADDED BLDG. COVERAGE = ca. 300 SF = N W SURVEY B vJOHN SCHNURR, PLLC ��, TOTAL BLDG. COVERAGE _ ca. 2,123 SF = 7.04 W DATED. NOVEMBER 25 2003 00- MAX. BLDG. COVERAGE ca. 6,030 SF 20.00% o Q 40 CAMERA LOCATION FOR PHOTO VIEW J2 N = EXISTING LOT PLAN w N 336.85' o RES DrE II CE Cr LAUREL, NY r PECONIC BAY BLVD RUN-OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE ADDITION 300 SF : 100% run-off coefficient= 50 cu ft r z SANDrrrrr � WITH GUTTER LEADERS FOR ROOF RUN-OFF (TYPO r r r r r r r z ARCHITECT PROPOSED 6'DIA. X 3' DEEP DRYWELL - 67 Cu. t. — r r r r r FRANK UELLENDAHL N r � rrrr � � m P,O.9OX316 rrrr r .-- •--• r , o r r r r r r GREENPORT, NY 11944 �j11 r r TEL: 631-477 8624 EXISTING r OWNER �� r r r J r r LAWRENCE A HOLFELDER SEPTIC SYSTEM 11730 LIPSEY ROAD GARAGE / WORKSHOP '�j�0� �G r r r�� r r TAMPA, FL 33618-3620 r r r r r 1-STORY ADDITION ED SAND R � -� rrrr /ter •—!., '`V PATIO ^`9! Jrrrrrr � o ' e xU ON GRADE r r r r k ravel r '� ,� r r r• _ 2nd FLOOR ADDITION 256 SF r r r r r r 9 (material: TREX) x � v x Retaining Wall W__� —• r r r r ,-- c o � - r r �- r r,— w '7' '- - rrrr Nom. 9 n r r .--• r r � V � rrr •--ter o z 0 J G r r Cl- JAS-BUILT AS-BUILT PATIO ON GRADE SAND pp U = = m D7 lY N D J 348.65' M M M N N N N O O c�D N .N-- N O O O H SCALE: 116" =1'-0" DATE: 12/03/2013 o SCALE: 1/16° = 1'-0° PROPOSED SITE PLAN Y PROPOSED SCTM# = 1000-126-11-01 SITE PLAN TOWN OF SOUTHOLD N z SUFFOLK COUNTY, NEW YORK o DWG. NAME o A-2 Q DWG. NO w MC ADDITION Q TO THE _ o JJ ' W J X W JO U O W U 38'-4" _ 10'-2" 15-6 1/2" 41,12" 21'-6 1/2" r r w i\i.SlDrEi V LAUREL, NY Ln PECONIC BAY BLVD O W z 0 N I 5 4ARCHITECT KITCHEN f7lm � m FRANKP BOXDAHL 316 o GREENPORT, NY 11944 TEL: 631-477 8624 LIVING ROOM FF W _N OWNER LAWRENCE A HOLFELDER z 11730 LIPSEY ROAD TAMPA, FL 33618-3620 N BR 4co �� N c0 N SUNROOM ' QE r ffff o \ CV [n O BR 3 BR 2 BR 1 � o O � 3 � ¢ a- N O m m Q J ❑ W wOw L.� C=W M NONN-' O g' N3 112" -8 1/24a2 - 5112MN O O H z w DATE' 12/03/2013 wSCALE: 3/16" = 1'-0" �o Y AS-BUILT 0 IST FLOOR PLAN o� DWG. NAME EXISTING 1 ST FLOOR PLAN o - - --- -- - - - - 1 375 SF �� A-3 ©¢ DWG. NO FOUNDATION NOTES 6'-0" 21'-4" ADDITION w W TO THE STRENGTH = 3000 PSI AT 28 DAY ASTM C-9414"CANTILEVER READY MIX CONCRETE. J Co ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON I r — — — — — — — — — a W UNDISTURBED SOIL. _ N VENT 16X8 (TYP ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. — — — — I 2" RIGID INSULATION CRAWL SPACE I I U O W CRAWL SPACE FOUNDATION 1 '; � INSTALL 2" RAT SLAB I % `� I I N = 06 BEAM POCK 3/4" SUBFLOOR, NAILED AND GLUED B I I I I -f(3) 2X10 GIRDER I I o 2XX8 FLOOR JOISTS @ 16" O.C. •- _ _ _ _ _ R„-19� BATT INSULATION I I I _.—._.�' z'—•-•� I I ` `�.: L 2"X6” TREATED SILL 8-61P X ONO6�BX ONO I o �'S'�` C 0 2" CONCRETE DUST COAT ON I I N ` CONCRETE FOOTING I I I LAUREL, NY 6„MIL POLY VAPOR BARRIER ON COMP. GRAVEL 1o'-o” I I PECONIC BAY BLVD 8 POURED CONCRETE WALL 1'-4" X 8" POURED CONCRETE FOOTING WITH 3J4 REBARS - 3" ABOVE BOTTOM OF FOOTING I I — — — Z-b ARCHITECT " J L — — — — J 5/8 X12 ANCHOR BOLTS @ 4'-0" O.C. - - - - - - - - - - - - FRANK UELLENDAHL 2' RIGID FOAM INSULATION ON INTERIOR WALL °� — — — — — — — — — — r P.O.BOX 316 BITUMINOUS DAMPPROOFING TO GRADE �xr6 BEAM POC{ETo GREENPORT, NY 11944 SILL SEAL I I ELT PANEL TO BE o o ens blegn ext g foundationI TEL: 631-477 8624 TERMITE SHIELD I I UPGRADED TO 200AMP I W `� , 4 FT HIGH � OWNER I IS2 I LAWRENCE A HOLFELDER C EXT'G CONC. BLOCK FOUNDATION I Z 11730 LIPSEY ROAD o, I 12) 5.5 LVL FRAMING I N ! 3.25"x9.25" LSL GIRDER I TAMPA, FL 33618-3620 tz- AROUND ST7'-5" AIROPENING , 8'-1" 7'-9" 7'-9" 6' 0" r — — 2) 1.75"x7.25" LVL BEAM I Y �g*\N uQ 9 — — — — — HANGERS TO LSL— — — — — —o@� �Fti �A r REMOVE EXT'G STEEL COLUMN I w IL — ! FOR NEW STAIR OPENING ' o EXT'G HOUSE TRAP ! (2) 1.75'x5.5" LVL FLOOR [IOISTco N -I— — — — — — — — — — — — Ln REP� SCE EXT'G 4X6 w/ (2) 1.75"x7.25" LVL'BEAM J I w 0 _� 0 _ _ = 0 ' II L N ;nl Lo t�E CDJ I I co I I I I — — — I C'j I I �- N ^W H Z X I I I EXISTING BASEMENTto I cl I r z C14 1 I I I I N �� I � m m " : II I " Lz �I cD cD O I / I I I I o o N ���/// 17 - - - - - - - — — — — — — — — — — — — — — - - -� �w LEGEND L - J Z� DATE: 12/03/2013 15'-2" 8" 21'-2" N SCALE: 3/16" = V-0" =o ® EXT'G CONCRETE WALL 381-411 10 1-2" Y PROPOSED NEW CONCRETE WALL 48'-6" FOUNDATION PLAN WALL ABOVE ON 1ST FL. o z 6.D BEAM TO BE REMOVED ® DWG. NAME FOUNDATION PLAN A_4 Q¢ DWG. NO 1 6'-0" 21'-4" _,� ADDITION 5'-6 1/2" 10'-3" 5'-s 1/2" � W TO THE TW2446 TW2446 TW2446 a] 10 /� p N O 'BOOK SHELVES WINDOW SEAT OK SHELVES 1W�0 f/9 U I © DINING ROOM STONE WALKWAY STONE PATIO ® o N °� �, o A❑ STONE PATIOS 5:�:- C� s� z �o o f I U, L z oo c" z N LAUREL, NY PECONIC BAY BLVD 20" HEARTH o bluestone o ARCHITECT CN235 NFRANK UELLENDAHL 71z84" 72"X84" .e o P.O,BOX 316 4 M iDW� — x I I 20" HEARTH GREENPORT, NY 11944 F z (bluestone) W TEL: 631-477 8624 102, c..� rn I 5'-On -� � OWNER 00 KITCHEN I I N LAWRENCE A HOLFELDER oo 11730 LIPSEY ROAD 00 L1 " o TAMPA 33618-3620 d F❑z _ REF, COATS D ED 'SRC N U 30"X8D" 3- LIVING ROOM �I pW I N © ,uEL/�2 F- W0 6 cc C/7 dAZ DN N UP x EN U U D IID N > SUNROOM o x COS I oo cJ CO N N o 0 30 x80 ext'g 2X6 C.J. a � c"i — — STORAGE o � � I to be sintered w/ 2z8s @ 16" O° z I O a cV x x 4 Z 0 o I CLOSET a z J Q L a- tilt f� I I F- JJ �, Q N transom a ve I I I �' _I � 3 cD J D SHO IER dd N x Z N BR3 I BR2 ^ memo gD _ JI SD o I O BATH 1 I I o O CO CV N 28"x80" N O o 0 � e ress 210410 ext' 24410 ext, 24410 ezt'g 24410 z DATE- 12/03/2013 © relocated relocated relocated LEGEND 11'-4" 7'-6" -4 1/2" 15'-5 1/4" 9'-9 1/2" Z SCALE: 3/16" = 1'-0" 0 PROPOSED ® EXISTING WALL 38'-4" 10'-2" 1ST FLOOR PLAN ® NEW WALL 8'-611 M o D WALL REMOVED ® PROPOSED 1 ST FL PLAN DWG. NAME 1,6-73 SF ® DWG. No A-5 W ADDITION o 0 TO THE - - — — — — — — — — — — — — — JmJ ' W I , J X mi0 " O W / El w o RSD` C` LAUREL, NY 11 0" I PECONIC BAY BLVD " 10' 4" I z ROOF OVERHANG I o ARCHITECT _ _ _ _ _ FRANK UELLENDAHL EXT'G SILL PLATE m P•0•BOX 316 �❑H 1944 N BATH 3 0 / I GRTELP631-471ORT, NY 18624 cc IF-t / OWNER ATTICG LAWRENCE A HOLFELDER © ATTI LIN.CL. C , , 0 11730 LIPSEY ROAD AN❑41 TAMPA, FL 33618-3620 1'-4" 2'-8" I 2X8 TRT'D F.J. @ 16" O.C. ��� FOR BALCONY CANTILEVER i DN o o I o I \ W•vEC(F y% 9 Lj U 36" HIGH HALF WALL N cQ! TERRACE o o® + —� (2)1.75 z11-7/8 LVL RIDGE BEAM — — — _ — — — — @, o A 100 SF a' o 4X4 RIDGE BEAM POST ON T/O � "' s o Z N (2)1.75"z11-7/8" LVL HEADER cp DIE C INGECH I N QUEEN I `� LIBRARYI o ❑ MBR a — CATHEDRAL CEILING co o CATHEDRAL CEILING m , N � cl- N , H Z � O AN41 AN41cD w 3 c� a o I � ATTIC D - _ - - _ 15-5 1/2" 21-01t, 19'-3" I o soon N N N N •N- 1 11 � 38-4 1- — — — — — J N o 0 0 EXT'G SILL PLATE \ O EXT'G CHIMNEY HEIGHT IS CODE COMPLIANT z DATE 12/03/2013 SCALE; 3/16" = V-0" CD Y q PROPOSED 0 2ND FLOOR PLAN O PROPOSED 2ND FL PLAN a- DWG. NAME cs �cs 748 SF C_� A-6 9 DWG. NO ROOF OF ADDITIONS WALL MBR FLOOR IST FLOOR w ADDITION m W TO THE CONT. RIDGE VENT 1/2" GYPSUM BOARD HARDWOOD FLOOR / CERAMIC TILES NEW HARDWOOD FLOOR / CERAMIC TILES = O 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT R-21 HIGH DENSITY BATTING INSULATION 3/4" T&G PLYWOOD SUBFLOOR NAILED & GLUED 3/4" T&G PLYWOOD SUBFLOOR NAILED & GLUED o IN 120MPH REGION: 6 AILS PER SHINGLE REQU'D 2"X6" " W N 2X6 STUDS 4 16 O.C. (ADD 1/2 UNDERLAYMENT AT STONE & TILED FLOOR AREAS) INSTALL 1.75"x5.5" LVL F.J. BETWEEN EXISTING 2X6s FOLLOW PLYWOMANUFAOD TORER S GUIDELINES FOR INSTALLATION 1/2" CDX PLYWOOD 2X8 F.J. SISTERED TO EXISTING 2X8s @ min. 16" O.C. WHICH ARE 24" O.C. W 5/8" CDX PLYWOOD SHEATHING SIDING FELT R-19 SOUND INSULATION R-21 HIGH DENSITY BATT INSULATION w � 2X12 ROOF RAFTERS 16 O.C. w/ R-38 BATT INSULATION CEMENT BOARD SIDING (HARDY-PLANK); COLOR: ARCTIC WHITE o 0 5/8 GWB CEILINGS ALL EXTERIOR TRIM: VERSATEX incl: CASINGS, CORNER BOARDS, = Q 18" continuous VENTED ROOF OVERHANG SOFFITS, CROWN MOULDINGS 1/2" VERSATEX BEADBOARD SOFFITS (TYP.) CONT. RIDGE VENT D RIDGE STRAPS EACH RAFTER W (2 1-3/4"X11-7/8' LVL RIDGE r i r1 i t \ ) o I L 1� LI� L R-38 BATT INSULATION ON Er: BAFFLES for proper venting LAUREL, NY 2X6 ROOF RAFTERS @16" O.C. PECONIC BAY BLVD roof pitch to match ext'g W Verify in field! (2) 2X8 HEADER ARCHITECT 010 1X6 FASCIA BOARD FRANK UELLENDAHL �' P•0•BOX 316 LLJGREENPORT, NY 11944 TEL: 631-477 8624 o_ 1'-6" CONT. SOFFIT VENT11 IT 11 11 1 11 H 11 W ❑ 0 2X8 F.J. SISTERED TO EXISTING 2X8s 0 min. 16" O.C. OWNER LAWRENCE A HOLFELDER (verify ext'g joist spacing in the field) Z 11730 LIPSEY ROAD TAMPA, FL 33618-3620 N � Ln \ 3 ATTIC MB ITE ATTIC `'� •utttq� r , �l 1111 11 AIT I I I I 11 11 1 1 11 IT 11 11 N IT 11 11 IT 11 1 T 1111 CD W _7 D 00 a z O U 11 IT a LIVING R0011 BEDIT[UE IL M 2 0 z 6" 1.75"x5.5" LVL between ext'g 2X6 F.J. w (2) 1.75"x7.25" LVL BEAM ON EXT'G 4" DIA COLUMN o N f Z M r J — — — — — =-I—I-T:: — — — _ — — — — 3.25x9.25" LSL GIRDER N L J L _ JON EXT'G 4" DIA COLUMN EXISTING BASEMENT z w DATE 12/03/2013 �Z SCALE: 1/4" = 1'-0" 3 Y SECTION A-A 9'-6 1/2" ]'_]" 9'-6 1/2" �a DWG. NAME 14'-21/2" J 28'_0" J SECTION A-A �� A-7 o� Q¢ DWG. NO CONT. RIDGE VENT w ADDITION RIDGE STRAPS EACH RAFTER ROOF CEILING OF MASTER BATH � W TO THE 1-3/4"X7-1/2" LVL RIDGE CONT. RIDGE VENT Q 2x8 R.R. @ 16" O.C. 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT W w/ R-30 CLOSED CELL IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D M-BATH SPRAY FOAM INSULATION FOLLOW MANUFACTORER S GUIDELINES FOR INSTALLATION 5/8" CDX PLYWOOD SHEATHING n — — — 2X8 ROOF RAFTERS @ 16" O.C. w/ R-30 CLOSED CELL o J W FOAM INSULATION o 5/8" GWB CEILINGS 2x4 STUDS @ 16 O.C. 18" continuous VENTED ROOF OVERHANG w/ R-19 CLOSED CELL 1/2 VERSATEX BEADBOARD SOFFITS (TYP.) El o TILED SHOWER SPRAY FOAM INSULATION w WALL - MASTER BATH ADDITION o RAS DL- °C 1/2" GYPSUM BOARD / 1/2" CEMENT BOARD IN SHOWER w LAUREL NY WALL TILES UP TO CA. 6'-5" R-19 CLOSED CELL FOAM INSULATION BETWEEN PECONIC BAY BLVD 2"X4" STUDS @ 16" O.C. Z 1/2" CDX PLYWOOD ARCHITECT SIDING FELT SECTION C-C CEMENT BOARD SIDING (HARDY-PLANK); COLOR: ARCTIC WHITE m FRANK UELLENDAHL ALL EXTERIOR TRIM: VERSATEX incl: CASINGS, CORNER BOARDS, GREENPORT, NY 11944 SOFFITS, CROWN MOULDINGS TEL 631-477 8624 FLOOR - MASTER BATH i OWNER i CERAMIC TILES IN THIN SET MORTAR A LAWRENCE A HOLFELDER i CONT.-,RIDGE VENT BONDED WATERPROOFING SYSTEM BY SCHLUTER (KERDI) Z 11730 LIPSEY ROAD. / RIDGE STRAPS EACH RAFTER 1 2" CEMENT BOARD ON TAMPA, FL 33618-3620 i i (2) 1-3/4"X117/8" LVL RIDGE 2X8 F.J. @ 16" O.C. 3 R-19 SOUND INSULATION ® ,qR ROOF - 1 ST FLOOR DINING ROOM ADDITION CONT. RIDGE VENT 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D 2x12 R.R. @ 16" O.C. FOLLOW MANUFACTORER S GUIDELINES FOR INSTALLATION w/ R-38 BATT INSULATION 5/8" CDX PLYWOOD SHEATHING 2X12 ROOF RAFTERS @ 16 O.C. w/ R-38 BATT INSUILATION DINING ROOM 5/8" GWB CEILINGS o N 24" continuous VENTED ROOF OVERHANG TO MATCH EXT'G Q Z 1/2" VERSATEX BEADBOARD SOFFITS (TYP.) CD U V7 2'-0" Cm WALL - 1ST FLOOR DINING ROOM ADDITION 0 0 1/2" GYPSUM BOARD R-21 HIGH DENSITY BATT INSULATION o 2"X6" STUDS @ 16" O.C. 2z6 F.J. @ 16" O.C. 1/2" CDX PLYWOOD M SIDING FELT w/ R-19 BATT INSULATION CEMENT BOARD SIDING (HARDY-PLANK); COLOR: ARCTIC WHITE Z N ALL EXTERIOR TRIM: VERSATEX incl: CASINGS, CORNER BOARDS, o SOFFITS, CROWN MOULDINGS 11 11 11 11 11 11 1T 11Z a DATE: 12/03/2013 - , 1 ST FLOOR - DINING ROOM ADDITION SCALE: 1/4" = l'-O" CD o HARDWOOD FLOOR TO MATCH EXISTING CRAWL SPACE 3/4" T&G PLYWOOD SUBFLOOR, NAILED & GLUED W , R-19 BATT INSULATION BETWEEN 2X6 F.J. @ 16 O.C. M SECTION B-B SECTION C-C DWG NAME SECTION B-B o U A-8 Q¢ DWG. NO MC ADDITION ! TO THE MMA • Ill�lllllr. , , ■I�III.I_ � liinul.mm�■.. .,8111111111 ,, . IIII�IIII11/.• niinnruul►.. .Iiiullnulnnlm,,,, 1■iunuunnunne. - iiumnnlnullrnulrnul►,. ainlnnllnnunnuuul. n111.11111a.1''-'i111itiid111ii... ,411111111.....1111111111111.11111111._ IIIIII iILIIIt_ pi.uuuuuulrnulrnuirunuunlruyl, IIIIr111n111111!jl'lllll■IIP��11111111.1r111.. � r IIIIII OLIIItIrf1111.:iilnrlunnnu.L1111.11111.11111. ` I 4111 'Idr.. --- -- ---- ----------- OI�IIII 111111E 11�1111 -1111111. 1111/LII .IIIn11 IIIl11111 .11111.1 ■ ■ lunm nrnml:111111- ----- _ 111111 Lnn11 r 1 nnuln 11 1 :' 1 mann In1.0 --.___._._ . - Ilnun unnm unnm n1mnl unnnn.luilli 11 ii rutluilinliliil lumnl nano. °nuol ■0O1■' °1iiiiiii iii _ Iii i� llImIliIl mill 1u iiiiinil mom nrnnn 1 �_ �-�-_- - I I _ 11111 111 SII IIL,.....,..II.IIIII■ 111111/II 1111/1111 - �- 11111■IIII 11111111111,. A111111111I1 :� � �i:C:711111111n1r.. 1` olio. ■ ■ �;;� un■L._ rilinullnnlrl�� p �I:�:'nnunnnnrll._ iiu.nul� l I �Ilumn111. ninuoill is un:� �.a al.nl.oll i 11. �inmm�lrl .goal..\,. niinn...l...... a•� �•nunuunnunlnul■.. .aiiwnl■I-- II IIII IIIII (IIII IIIII IIIII IIIII II "•"Im°"- .uinlLuamunlunun,I 'I' I;mnunollnumunln._ _ 1 ,nal•.. ""'E=,_ I I IIIII I ._ .nIIIIIIIIIIIIIIIIIII .uulronlunluulet.ne 1u::LnwrnumnnnuE. _.::SA1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111u..._- II IIIIII III 11 �Illtlallllallllallllalltlall/Inn■Irin■ulna.l■ul.ln■Inlnlrl■nlrl■Itlalltlall/LIIIILIIIILIIIILI. •_ •1 it ■ 111111111111.1111111111111111111111111111.1111111111111■IIINIIIn1111111111t1111,11111111121111111111111111111t11 in uumnr ............-.............•..�mtl.l annumnnlnunnuunnnllute.naluulruuunnlnunnununnlnnmuunnununnnnnnn •1• '' II6: i : LIIlllal n01,1111 11111 IILIIIn11 I.III111 ullrnulrumaulLl�'•,• -_ •"111II11111 pl. 1 .nL1111L Item/ 1111 1111..... 11.1.11. 111111.111111111II1111111= =_111t11a1 • :1 IL■ 1 ;./1111111 1111/111 11111 IIIIn11111 1111n111 111111.1111111111111111111= LI '-11111111. nl: .mmrin,. 111111/1 7111 91111111111 !111111111 111111111111111111111111= =111/11111 1u.• . 1111111111 1\111/11 Illn 1111111/111 1111/LII-----------------------.11mmmill l.m..n= =IIL111111 • 1 � ■Innnnl In1nu .m nnrnun nnun.nnmun1nn11nn1nun1nn11nn11- -nnnln �j: i 1 :IIt11111n IIn1111 11111 I11111n1111IIIt111111 l���111141.11111.11111t11111111111arlltnm111= =11.111111 , . 111' i :11111111111 111111/1 '1111 111111111n1I11111111n11111I1111n111111111111a11= =111.IIItI - 111.: 11111n111 Irnnn 'nuwu..ni..uWn.11.1... ..nul.lnllm.rul.a..mt.ann.n- -w.ruu 1 '1111111111 111.1.1 11111111111111111I1IIIII111111111111..1111111111t111.1111111111111111111111111111n1 111IIIn1III/Llllllall.allll.11lll...........IIIII.lllllatltlllltlrl1111111111.... -nuum 1 1 ' 111 ------ --- _ IIIIll1111 111111/1 illoi llimi 1111111111111111111111111111111111111111111/111111111111111111111111111IIILIIIILI1111111111�I1111111111 SII 1.11111111 '11111111 L11■Iplilt 111111.1111U111I111111111rI111LI111la1n11111.1.11111.LIn111111■111111111111111.11mn1111t111111 nl■111.. n1111u 1 °ir 1111 11 1 11 I�I�111 11111�111�1>fll�l�111 1111 1111"I�II1�1 11111 11111191�11"1���I11��1�III�I�II iii ' '• , : 1 1 ut 0%151 �� .I■Ilio� ��111111... - .. ------------------------ = ------------------------------------- `I 11 11- •l I I I /.1 I I t■ I I I I I I ii 'i1 1"i' "ii 'lirli iii "ii 'ii I I ii Il I amlll.l_ _llrulrt.. I I I I I 111 IIII 1111"II II IIII IIII/11111111.1 ■111111.11 111 .r 11.11 1■11.11.11■ .. 11 t1 \11\11 11 I I I I I I I I I I I I I I I I 11 1111111111111 t■1 11 1 1.1 I _-. ■11 I I I I I I I t■IIIII.1111111111111111111111111111111 - II■IIIII.IIIII.IIIII.IIIII.11111111111111111111111111111.1 11111t1111111111111111111111111111I1111111 1111111111111111.111111..Illi 1111111111111111► 1111.11111.11111■.It1,. Ilt1.11111.11111.11111.11111.1111 111111111111111111111111■111111111111111111 I I = ". I .1111.111/111111111t.I1I111111.1111 - 1 1 1 1 11 1 1 1 11 11111.111.■1111■IIt 11111.111.1111 I I I I I I 1111.11111■11111111111111111\11111.11111. --• 1/11111II1111111IIIII■111111111111111111111111111.11111111 1111.11111■IlltlrIt 111 R.I 111111111 I Iltlr111 hiss t1lloll.11 1 111 11■1 lir 1 111 1 tl I I I _ nm lnulnnunulnm.nulnull _�1un1nu11uul1nu1uu11numununnmuluul-nnnmulnulnnnllnnnunmul Lnulnnllnullnulm alnnlll• •m..m u.nnl.nnLunuuaunumnnll�nngn�nnl�ignnun�unlnug�g, _,._._.___-._--._..__._..._._,...._....C.__7...._._...__..._._._._._..._._..._._._._._...._...__..�._..._._._._._..._._..___..___..._._.... _.___-.................. . ._ __..-_._..._._..._._..._._..._._..._.. II;.II t�l.11l II ulu111111.._ _..11111nalllllllllllll ..■IInaIIIIIII��IIIII IIIIIIIIIIIIIIlun11.. lttll IIIIIIIIIIIIIIIIIII 11■rl■11\111.\111■\111.■•■11■111■rll'-�It■Ir111■Ir11111r111■I■111■Irl■1■Irt11■Ir1■.11■111■1\111■1\111■1\111■I■111■1\11111\111 mi.111■1■111■1\111■I■t1111r11 11■1\11111■111■I■111■I■.1.,............................i.....11 11■1.11111\1.1■1\111■I 1111■In11r111■I■111■I■111■I■111■1■In■1\11.11■11111■111■1\111■I■111■II IIIInlhill.l■ill\•'�-'-''�-'-Ilil1110111:_;IIII111.■111•'-'-•--'-•-ills l.11.m.rMCI all■Irl\-'-•-"-'-•-•llrl11g1111111p1■Ir'-'-'-'"--'-'.1Ir111111 ■ .1111111111111111111111 Itl 1 11.111111111111n11111/Ills'-"----•--'-'11111111111.11-----•---'-•-•lLllnLl.tlaa - LIIIIIrllltl B - -- s IIr11111;�?I1111111= -- =IIIIILIIIIImill MIga'_ - =IIItLI11111= - - - =I■111/I : i.IIItl.11111■11111■111 II II LIIItla11.a1111a11 ILI11 Illtlall/1111 L.Illgallgrlll _ 111111111111= =1111111_•11.11111= =111.111AMI1lilt= =11111111111= =71111 .111111111111LI1111111'/ III n111111110/I11111111 IILII 1111na1111111 11111111111'111111 - 1` 1 1 InLllln111= =11111111,��I111.1111= =111111111.111211 111= -_111111n111_ =onto : •11111111.1.111111111111 11 ■ ■ ■ II IIn111111111111111111'llnl I1111n11111L IIIIn.IlltLllllll IIII/11111111- ■I =1111/IL��IIIIII.II B �.I =Illi■11111mill /1.111= I■I =IIII11111111 0 .I =1111111 : : 111111111111111/1.1111 III t 1111111111111111tI.IlI1 11111 1111111111111111 1111111111111111111 1 11111111111.1_ 11/11111 '111111.- =IIIIILI111111111116= =IIIWlllnl- =I■IIIc ■ ■1111n1111111111n1111 II 11 1111111111111r111a1111 11111 IIn1111111.111 In1111.1.111111111 11.11111.111= =111.111•==11111111= =1111111■111111111111= =.11111.1111= =11■111 : 11111111111111111111111 1 III 11.IIIII.IIIl111111111 111.11 . 111I11111I1111I��11111111111\1111111 I1.1.111.1r11= .=11111.11�;;111111111= =111111111.111.111111= =II.IlIll111= =1111.11 � ■ ■11111111111111111111111 tl 11 1111.11111.11111■111.11 11111 11.111111111111 Illltl.11lll.11llll - 1111111111111 -111111s' �lllltl111= . =IIIII111111111111111 B I■I =1111.1111111= . =1111111 11111.11111111111.1111 111 ■ ■ ■ t II111111111111111111111 11111 1111.IIIII.IIIIIr11111r111■Ir111t1111111111111.1111 _ ■r 1 LIIIn111111= L_J =11111111;-�?I111111r= u =III1111111111111n11'.= l� _11111■111111= u =1111.1 : ■■IIIILIIIILIIIn1111 p II 11111n11111111./I1111 111111 1111111/11111NI1111■Illn■1111111111LIIIn1111 ILI11111111_.__ ._._111111--•1111111___ __-_11111111111111111111___. ___.11111111111__ .__111111 .11.11111111111.11111111.1,.,.........,.,...,.....,.....,.....,.II 111111111111111111111111111 .1111111It111111111111n111111111111.IIIt111111111 11111111111111[n. n1111.1111111'=�IIILIIIn11L. 1 11111 .iIr111nrI111L111/1111111.11Ill I Inan.1.11111111111111111.n1.n.a.ulnrllln■II ■ In1111n1111t1111t11 11/111t1111111111I11111111111111n1111n1 IIn1111n111111a1n11 Ilnl 11.111111111n111In1t11111111111111n1111/1.11111 - 111111110II111n1111111.1111111111.111111. �II11111111/1.lit 111I11111111111111111111111111111111111111/1.111111111111111111111t1111111111111.111111111111111111 111111111/1.1111111111 111111.111111111till,1111111iiii,'II11111 11111111111111111111111 IIIII IIII111111111111111111111111111111111111111111.1111 1111111111111111111111111m111/111111•-=1111111.111.11IIIII1111111111.111111111111111111LIIIn1111n11111L111111111.11111n1111n1111n1111n1IIItl.1111 11111111111111111LI11 I■III11111II.III..I1111.11111111111.111 LIIIn111111111111111 111111 111111111111111111111111111.111111111111.IIIILIII 11.1 171111111111.1111111111111111111• 11.1111111111LIIImllln111111111111111111.11111111111■111/11111t1111111111I11111111111111111111111111.IIIILIII - - - - ��----------- -----II11111LI1111111111111 111111nii......iillfiiidlliti1111111I11 ILI11111111111f111111'• '•'9111111if111i�iiilliiiti111iii111111111111111 - I 1.1 I 1 I I _- ..., Am ..............�.....�.....,.1...,.....,.....,.....,r....,.....,.....,.....,...........,.1...,.......I...,.....,..............I - �. - V 1 , I ' RIDGE TENSION STRAPS ADDITION 1 1/4" WIDE — 20 GAGE m W TO THE 4METALL STRAAPS @ EACH RAFTER PAIR CONNECTION REQUIREMENTS— 8d o O ' MJ L 2411 ICE SHIELD UNDERLAYMENT W r REQUIRED — 24" FROM EDGE 1� HURRICANE CLIP TYPICAL. O IN RAFTER TO TOP PLATE N LATERAL AND SHEAR CONNECTION WFCM TABLE 3,3 A - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 8 FT WALL HEIGHT �r ^!�r�: r I I I I I I I ( 3-8d COMMON NAILS (TOENAILED) REQUIRED Rr-S!Dr*Lilk'C' IN EACH RAFTER AND TOP PLATE w LAUREL, NY SIMPSON 1-12A HURRICAN = PECONIC BAY BLVD CLIP NAILED. FROM PROVIDE 8d COMMON UPLIFT STRAP CONNECTION REQUIREMENT = RAFTER TO STUD. — NAILS O 4" O.C. AT o TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL ROOF TO WALL ARCHITECT 5 — 8d NAILS EACH END SHEATHING, WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 20 FT ROOF SPAN 6 5-8d COMMON NAILS IN EACH END OF FRANK UELLENDAHL APA RATED PLYWOOD To = _ 1-1/4 X 20 GAGE STRAP OR HURRICANE CLIP o PO,BOX 316 GREENPORT, NY 11944 EXTEND TO TOP OF TOP PLATE. TEL: 631-477 8624 UPLIFT STRAP CONNECTION REQUIREMENT WALL TO FOUNDATION OWNER LDER WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 20 FT ROOF SPAN Z �WR11730 LIP�EYEROAD 5-8d COMMON NAILS IN EACH END OF TAMPA, FL 33618-3620 1-1/4" X 20 GAGE STRAP Y ED 2 1 1 4 WIDE — 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT MEAL sTRAPS AT DOORS FOR CONNECTION RESISTING LATERAL & SHEAR LOADS HEADER TO STUD CONNECTION -q AND FOUNDATION TO STUD CONNECTION WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT. TO TABLE 3.2) 5�2" ANCHOR BOLT 0 MAX.AX46° D.C. OR ¢ 1 1y4" WIDE — 20 GAGE EL STRAP ® 48' OC. ,k - MAXIM A ACQ SILL PLATE SILL PLATE TO FOUNDATION ANCHOR BOLT 21 64- TOP OF FOUNDATION CONNECTION RESISTING UPLIFT o -. WFCM TABLE 3.2 B Z 1ST FLOOR MAXIMUM ANCHOR BOLT SPACING: 72 INCHES WRAP + NAIL STRAP ( 4 - 4d NAILS ) W AROUND SILL PLATE R.O. FOR 9'-9" SLIDING DOOR a AT ANCHOR BOLTWITH TRIPLE JACK STUDS z 1 1/4' WIDE — 20 GAGE a � METAL STRAP @ 48" OC. g 5 — 8d NAILS :•tom•, {� l'?i'•�j f, ,'¢' i5`.;r•'r '.:r i.t. ,:y..;.. .'I;.,:{: >:.M1°, i i ';td;•'•, .i. ;��:r:` '?'�.i"4':�;{'�:;�'':5%4•lx�: .,b`• `,•i�:f,.�.�;'':.•.',;5,"•.rs':;;•, �i•� .:r.,. ..� NAIL SHEATHING TO SILL PLAT 8d NAILS ® 4 O.C. i'r:. .';,; . s;-;y.•;::::.J. .a i' >>..�:::,. e5o CRAW PACE M / : 2 x 6 SILL PLATE �,•". :;e= f;'+:';�: <<;,`• >.;'•i�::.:':,?; :�,.. '•�r:i'� ��;'•.i=•• 't::�:^f�°.•�;: �.' 2 4 R BARS ALUMINUM TERMITE FLASHING ( ) # G a• r,, "; •'r'' 1� ;{ wi 2" RIGID INSULATION rr :-,' _ - .t%j• >� :; ;•.:,' tc• .: - r - J�r': _a X 12 A.B. @ 46 OC 1/2 w/ 3"x3"x3/16" FENDER WASH R 4 DATE: 12/03/2013 4J�„ ' (max. 12" from end of sill pla es) SCALE: N T.S. =o 2" RAT SLAB %;, W 1'-4" X 8" ON Y CRITICAL PATH W/ 1'-4" X8" CONT. FTG. �� SECTION %; (3) #4 REBARS ELEVATION CONNECTIONS CONNECTORS c-c- DWG NAME 0 HOLD DOWN + SHEAR CONNECTION CRITICAL PATHS A-10 Q¢ DWG. NO • FRAMING NOTES NAILING SCHEDULE TABLE 3,1 - WFCM QE � ADDITION _ W TO THE Joint Description Nail Sizes Nail Spacing 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED o DOUGLAS FIR-LARCH STRUCTURAL GRADE No, 2 OR ROOF FRAMING BETTER, X Rafter to Top Plate Toe-nailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top late (Toe-nailed n/ per joist w MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ra ter (Face-nailed) n� each lap o J Ceiling Joist Laps over Partitions Face-nailed) n/a each lap w O 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR Collar Tie to Rafter (Face-nailed) n/a per tie EXPOSURE 1 3 4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter (o -nailed) 2 - 8d each end PLYWOOD T0�BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter (End-nailed) 2 - 16d each end NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING N ,�r !�rL1 r 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed), 2 - 16d per foot o RESIDLIII, L WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersections Face-nailed) 4 - 16d joints-gach side TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face-nailed) 2 - 16d „ 24 ox. LAUREL, NY MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16 o.c. along edges PECONIC BAY BLVD 5, SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 20 stud AND FLOOR BEAMS AS PER N,Y.S. CODE OR AS NOTED 2 - 16d per 2x6 stud o �� �� 2 - 16d per 2x8 stud �. @ 8-0 O.C. MIN. PROVIDE 2 SPACE FOR AIR o ARCHITECT CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d z per foot = FRANK UELLENDAHL 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING o P.O.BOX 316 stairs etc. ) OR AS NOTED ON DRAWINGS, GRTEL: 631 NY 18624 Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist TEL: 631-477 8624 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Brid mg to Joist Toe-nailed 2 - 8d each end PARTITIONS OR AS NOTED ON DRAWINGS. Bloc�Cing to Joist Toe-noilea 2 - 8d each end Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block OWNER Ledger Strip to Beam (Face-nailed) 3 - 16d each joist LAWRENCE A HOLFELDER 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Joist on Led ger to earn Toe-nailed 3 - 8d per oist WITH RATED GALVANIZED METAL CONNECTORS BY ( ) p Z 11730 LIPSEY ROAD Band Joist to Joist End-nailed) 3 - 16d per toast TAMPA, FL 33618-3620 "TECO" OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y,S. ROOF SHEATHING Y � ® •q BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS Rc SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.e.,perimeter zone ALL EXTERIOR NAILS SHALL BE GALVANIZED. other ox, o.c. edges of p t\ 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" of pao.c. interior o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. Diagonal"Boarq Sheathing " INTERMEDIATE, 1„ x 6 „or 1 x 8 2 - 8d per support 1 x 10 or wider 3 - 8d per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field _ 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING z AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR Structural Panels 8d 6" edge / 12" field �' CD TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels 9 CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field �Id CONNECTIONS, 25 / 32" 8d 3" edge / 6" field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL G 'um Wallboard 5d 7" edge / 10" field " PRODUCTS OR EQUAL. ALL JOISTS GIRDERS AND �` " " CD C HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ardclebo 8d 6" edge / 12„ field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Particleboard Panels 8d 6 edge / 12 field °' Diagonal Board Sheathing a STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND x 6 1" " 2 - 8d per support BEARING POINTS AT A MINIMUM, 1" x 10"or 1 x 8or wider 3 - 8d per support o N HANDLING, STORAGE, AND ERECTION OF o COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING N RECOMMENDATIONS, Structural Panels 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less 8d 6„ edge / 1�" field o DATE: 12/03/2013 GALVANIZED MACHINE BOLTS @ 12" O.C.. greater than 1 10d 6 edge / 6 field SCALE: N.T.S. Diagonal Board Sheathing =o 1", x 6"„or 1” x 8" 2 — 8d per support Y 4 FRAMING NOTES 12° 1 1 • 1 1 12 or wider 3 - 8d per support Nailing Schedule OR: TRUSSLOK CONNECTORS BY FastenMaster @ 16 O.C. „Nailing requirements are based on wall sheathing nailed 6 on-center at the panel edge. If wall sheathing is nailed 3 on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall N x be doubled , or alternate connectors , such as shear plates , shalt be used to maintain the load path. DWG. NAME 2 When wall sheathing_is continuous over connected members , the tabulated number of nails shall be permitted to o 16° 16" be reduced to 1 - 1Tid nail per foot. o A-11 ©¢ DWG. NO Survey for: Lawrence A. Holfelder Described Property Laurel Town of Southold, Suffolk County �a New York ,o 4zOJo" Suffolk County Tax Map Dist. 1000 sect. 126 Block 11 LDt 01 a 0 � N,%tes 1. Area = 30,149.49 Sq. Ft. Or 0.69 Acres tp 2. N.G.V.D. 1929 Datum r'- 3. el.= Existing Spot Elevation In. `G COs O� *Fr a + + + +++ Q + + \ + + + + kyle`' 4 + + °,�. + + + + teo + + 4 + + + ILA + + + + +++ + 1 + + + + J + + + t + \ + +o \ + ` I + + IQ \ I + \ + + + + + +++. +++ p + + \� ` 4 h + + + g p ` + + Tog + + G� t ++++ r + + d. °n f ++2�*5 �O + + + + 4` + + + vl0 + + + Dirt+ + +'+++ + A \ od* v p � N ,n0 _ $a �• o 9° "O. 9 I SURVEYORS CERTIFICATION WE HEREBY CERTIFY TO LAWRENCE A. HOLFELDER THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF ic " 68e� LAND SURVEYORS. Sfo v rV oD e�Sr\r r r r r— t 0t ol: NEW CIO��`� ti o �,-1. rJ r-� r—� r—' r--' r� r—' �' �� `—' r—' r--' r--' r- �• R �� '� ^•, °�� c' 00 Q,yQ�g r—r r-� r� �� �� �-' r r—r r r •--' r� r—� •-� r-� r �+ /a' f JOHN SCHNURR, N.Y.S. L.S. 517 �((� LAN r r �y�`0 - r r r JOHN SCHNURR PROFESSIONAL LAND SURVEYOR, PLLC \ �• - r -' �� ?� r r r r r P.O. BOX 1492 owr r t,tib - r r r - '- r r ROCKY POINT, N.Y. 11778 O � r r r r (63 f) 744-2055 r-, .'sC ,_r r r r ,�-� �o°� G � �- r-r r r--r r ,--� r-� ,--� r-� •--� ,- � r .� .—aC--' rr-� ��p9- � r rr-� r� r .� r✓ Date: November 25, 2003 r r r r r r r r Scale: 1"= 30� Job No: 2003-196 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL CERTIFICATION INDICATEO HEFETHERC SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY N PREPARED AND ON HIS BEHALF UNAUTHORIZED ALTERATION OR ADDITION To 11A5 SURVEY IS A NOLAIKIN OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID OR TRUE COPY. TO TI INSTITLE TUTION, CERTIFII'AnONSTAREAL ANOTCTRANSFERABLE Y AND OTO ADDITIONAL 1 STITU 110NSNOR SVBSEOUENT OWNERS 5 THE OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.