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HomeMy WebLinkAbout39624-Z .44-701 (ONI' Town of Southold 1/28/2016 P.O. Box 1179 53095 Main Rd 4 T Southold, New York 11971 161 41 CERTIFICATE OF OCCUPANCY No: 38068 Date: 1/28/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1715 McCann Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 33.-3-40.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 3/9/2015 pursuant to which Building Permit No. 39624 dated 3/30/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH ATTACHED TWO-CAR GARAGE, COVERED FRONT PORCH AND REAR DECKS, AS APPLIED FOR The certificate is issued to Rerisi,Victor of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0015 12-02-2015 ELECTRICAL CERTIFICATE NO. 39624 12-28-2015 PLUMBERS CERTIFICATION DATED 01-07-2016 William Schwa Authot ed Signat e TOWN OF SOUTHOLD BUILDING DEPARTMENT ittv. TOWN CLERK'S OFFICE '$ SOUTHOLD, NY 1 * j$7 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#: 39624 Date: 3/30/2015 Permission is hereby granted to: Rerisi, Victor PO BOX 112 Bayville, NY 11709 To: construct a Single family dwelling with attached two car garage & covered front porch as applied for At premises located at: 1715 McCann Ln, Greenport SCTM # 473889 Sec/Block/Lot# 33.-3-40.3 Pursuant to application dated 3/9/2015 and approved by the Building Inspector. To expire on 9/28/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,177.60 CO -NEW DWELLING $50.00 Total: $2,227.60 a )--7 .c.-et__ Ca: Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 3/9// New Construction: X Old or Pre-existing Building: ++ (check one) C Location of Property: /7/s 1k coJA) C.A. 'Wevioo/Qr House No. / Street Hamlet Owner or Owners of Property: G tom 4,05/ Suffolk County Tax Map No 1000, Section 33 Block a; Lot 0, Subdivision �i4 Sal jC<s Filed Map. 0),,Z / Lot: •/0.) Permit No. 31 (0 Date of Permit. Applicant: v/ die/S/. Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ,71 Applicant Signature ''„,-i iii /•• , x-.. SO(/lyo ,` Town Hall Annex �� ~ : Telephone(631)765-1802 54375 Main Road ; * % Fax(631)765-9502 P.O Box 1179 % v' t oly �I',�� roger.richert�town.southold.ny.us Southold,NY 11971-0959 �` � � ,COUNTI,a s'e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rerisi Address: 1715 Mc Cann Lane City: Greenport St: New York Zip: 11944 Building Permit# 39624 Section: 33 Block. 3 Lot: 40.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: S.T.G. Electrical Cont. Inc. License No: 41042-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 58 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 3 Smoke Detectors 4 Main Panel 200A NC Condenser 2 Single Recpt Recessed Fixtures 34 CO Detectors Sub Panel NC Blower 2 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches 48 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Exhaust Fans, 3- Combination Smoke/CO Detectors Notes: Inspector Signature: „AddZ.�- Date: December 28, 2015 • Electrical 81 Compliance Form.xls 4111,4ig 011.1 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O Box 1179 Southold,NY 11971-0959 .rP 4'(ice BUILDING DEPARTMENT TOWN OF SOUTHOLD JAN 1 1 2016 CERTIFICATION - - _.- Date: r -jji �o Building Permit No. 3/ 'W5/ Owner: / /Ei2/$ / (Please print) Plumber: U\D (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (, .ers Signature) Sworn to before me this day of AC..- , 20 Notary Public, 5v,. r, County Deborah A.Donegan Notary Public,State of Now York No.4978909 Qualified in Suffolk County Commission Expires June 22, L` ,,s147.cf._""eo\ ti) * *; ‘:% k%.; --, co1Jtfrol'..01 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [vj‘INDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: P a „. _- l"-- Ci-Th''(-2/0-Z--- . .._Aa..„,..f.d._ Ariee_, t). 0„.:,.x.,._ ,/7....?„,_e_4 -N_.__ ...,: --,:d2L..4Lee,.. 2.12icr. , : . ... .. ..&...11alllisliiI _....UM,—...— .016o.asa,..--.... / P al - , DATE °47/7/C--- INSPECTOR --tecourro\V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ ] F UNDATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - AS( DATE - INSPECTOR X41 3% �- _ _ ���ho, SON4;o VeCouffri\el TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO DATION 1ST [ ] ROUGH PLUMBING [ ] OUNDATI [ ] INSULATION [ FRAMIN / STRAPPING [ ] FINAL [ ] FIREPLA & CAtM [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4---‹DATEINSPECTOR -------------- 693; /40 1/43,-, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] F,tINDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE OB �//3"--- INSPECTOR �=�- * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0-16t/(&'k DATE 3I 1 INSPECTOR �''�O SOpjo t. :* �!CUUN 1, `/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R H PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /.3,4,c,Q_Ity-7_:j DATE frAINSPECTOR /--(7:" r1rr�o��pF SO(/jyolo'; * 4;1 `� i rr L .yC0UN1`I, rr TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: b - DATE INSPECTOR i ---------------- ----5 (P3)P (f_ o ` olyC �o OUNi'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ vrFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 0� �� �� INSPECTOR I 6 ,,, ici sou ---- 3jf ,'# 40 - ' . if ',* * :t ;4=00 TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION [ , FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INLA714 [ ] FRAMING / STRAPPING [ FINAL 1-- --,-P-t4-`'—a---i2gr-cz) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT N [ ] CAULKING REMARKS: - ---e---, e= _ e_,4. DATE e2/AA INSPECTOR ,Re7?,,,yziAi-r- -'4 39‘ ....? Robert J. -,:;, Higgins L' 1 , II Architect L MAY -5 2015iL 'J 50 Hidden Acres Path Wading River, NY 11792 _, 631-208-3351 ' Email: Rarchibob @ Aol.com May 1, 2015 Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 RE: C/O Vic Rerisi Proposed Residence McCann Lane, Greenport NY The front porch piers as installed in field in lieu of the piers specified on the plans are in compliance with the NYS Code and construction practices and approved Si . t, i„,,,,-..,z,„ r to * al, '1 ;tiII:i� 1 P a �i ob-.�,:,`. =-'ws / hitec T.�' 1 oA,, n 19O Tr\Robert J. !!fl a SEP - 1 2015 IL ' Higgins L Architect �,f 50 Hidden Acres Path — Wading River,NY 11792 631-208-3351 Email: Rarchibob @ Aol.com August 27, 2015 Town of Southold Building Department P.O.Box 1179 Southold,NTY 11971 RE: 1715 McCann Lane Greenport Town of Southold Building Permit# 39624 I approve the following field changes: 1. The field installation of the 4" x 11-7/8" Anthony Power Beam in lieu of the Double (2) 1-3/4" x 117/8" Micro Lam beam; A 6" x 11 7/8" Anthony power beam in lieu of the (3) 1-3/4" x 11-7/8" Micro Lam Beam. 2. The Blue Link brand Engineered Floor Joists in lieu of the TJI Brand as specified on the plan meet the RCNYS -2003. 3. The 20" X 45" fixed skylight in the second floor bath was installed in accordance with the RCNYS -2003. 4. I approve the repair fix to the two plumbing holes through the engineered floor joists using the plywood scabs over the holes and screwed into the joists as installed in the field. 5. The y_ '_!.• ollar ties were installed as per drawings. BRED iiii ' `' %.Tly hyo'�i\ F N:ki I rp\+ ',ert'- ,2•..44 � �_ `` ch1Q0io ,c$' ^�D�N `� Robert J. Higgins ? SEP g 2015i Architect 50 Hidden Acres Path I Wading River,NY 11792 631-208-3351 Email: Rarchibob @ Aol.com September 2, 2015 Town of Southold Building Department P.O.Box 1179 Southold,NTY 11971 RE: 1715 McCann Lane Greenport Town of Southold Building Permit# 39624 I approve the following field changes: 1. Basement Girder in place of(3) 1 3/4"X 9 1/2" LVLS a one piece 6" X 10" Anthony Power Beam was used 2. Garage Ceiling joists. In Place of 2" X 10" rafters, the whole garage area has 1 3/4" X 11 7/8" LVLS as per plan 3.Garage door header in place of(3) 1 3/4" X 11 7/8" LVLS a 6" X 12" Anthony Power Beam was used. 4. Flush Header in Dinette area instead of a 5 1/2" X 11 7/8" LVL a 6" X 12" Anthony power beam was installed. R ., Ac . oxe ,',, % .r ;g: •J N/Q, Imo,, 4, 43! / 44 r y o ; ObwiipS 0 ii - JAN 2 5 2016 �' �f Robert J. L Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Email: Rarchibob @ Aol.com January 22, 2016 Town of Southold Building Department P.O.Box 1179 Southold,NTY 11971 RE: : 1715 McCann Lane Greenport Town of Southold Building Permit# 39624 After reviewing the construction of the fireplace surround and the criteria of the manufacturer regarding clearances required around the fireplace. It is to the best of my knowledge, belief and professional judgment,that the installation of the fireplace surround complies with the manufacturer's specifications, drawings and the New York State Residential Building Code of New York. ' -s.e dully Sub 1;, e a i Robert ' ins Archite FIELD ILISFECiloNI ORT D s i COMMENTS / FOUNDA 'XON(1ST) /.l "� .r_ 2/?,.. . .,� .JY ..,.. __ rA • FOUNDATION(2ND) .(2,6///f-- 41-.---/:;/ ____) J C7tA . PC--liet,‘„_' , ga.". ejeAffr)'--a...,,_p 1, 6„ .2.1 _,%:,, 7.,_ ic,, • fe '`,e.o. .t.� 4;4 -. Gam - iyr`°.e • ROUGH FRAMINQ& - r---. H PLUMBING . • , /f//-. . S'-t6-13, 1-, to . , i- ' . • 4/‹.4 )\ t INSULATION PER.N.Y. H STATE ENERGY CODE • t;. t 46 7° .. 4�f 7 -4 Moi rINAL , J 0//2//( / / A,(--- .1.,/e,06--.. WAFF' •• .00-7/4 (9 , .ri f, . y_ , . . . • . Apti .•. • 4k.o4. reit ' • . -r . , . .. . �; ',05 6� <4-e_e_..t.,y • ,.,. _ _r . ti ,' .i,-,.,___ ,t,. ...- -._._02- 0 7r- --e----_ r,- tipi •• ,....__ , .,—5 a)---/a 4s .„2,--- -- _64_, Wail ' . . -±- xi - 7- nQ-�rjrtc,. $ aS • 1- _�r 1151 0(0,14 Visa .Pp"39 ,a`-. " .0/ t,C ikt-6-1-_,-.66e... —0 14--- . . . zA-- .0 : .. -: cza—e... .---- ---', g 7 dr / - • et 2 1 .l Z—L -lc 0 _C. �©/ -5— /G " -'-- / •. . � � • `1 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?6, Check Septic Form N.Y.S.D.E.C. — Trustees I' - ,-,� C.O.Application 11 I 9 1 Flood Permit IH �— I Examined 3 20 Single&Separate g Li JI LIAR _ 9 20 1 ii j Storm-Water Assessment Form Contact: Approved 4/3 6,20 I ---- Mail to: C-'44e /PE'!'/S/ Disapproved a/c " OO 5P a6/ ` /w 44trAy0rT If/WV' phone:S/7O 3 7s---5-87;' Expiration 17/34.),20IL) patid,,.., Building Inspector APPLICATION FOR BUILDING PERMIT ��-- Date f ty / fl , 20 /$ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 1 (.(h-- t.../.4...t.4.--4--: (Signature of applicant or name,if a corporation) f00 SNCCG f �d�- ZO dile to",/"r of "vs/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder CdlciNE- Name of owner of premises !�/ C Ate �EjP/,s1' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: / 7/5 /plc CiN Lmac '.eeeN Pox i House Number Street Hamlet County Tax Map No. 1000 Section 3 3 Block 03 Lot 0 .3 Subdivision , %)-570 / 5/1o/eE1S Filed Map No. 9402/ Lot /e.-.3 2. State existing use and occupancy of premises nd intended use and occupancy of proposed construction: a. Existing use and occupancy 61/00 b. Intended use and occupancy 00V6 ' ""l, ty &s i.0e41Ce 3. Nature of work(check which applicable):New Building )( Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost atm oda Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars a "P 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front (v0 'I" Rear GO f' Depth Height 3/ ' Number of Stories 9. Size of lot: Front i*(b. 08 Rear 110 Depth /60 10. Date of Purchase /a/.2/15 Name of Former Owner /1'Ia44,4 Arse// 11. Zone or use district in which premises are situated g- ' L40 GC,rP5 1-1,L134 S Tt 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO )( 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO X p $'oo S t6/ foor RD 14. Names of Owner ofRremises Dc�e�e, fel I / AddressfrtcA /41-2,_6i Phone No.41/'.917-/9 '7 Name of Architect( f'i T /1' GGiN Adleis «° ; .�� Phone No k 3/- X08-335/ Name of Contractor /.c,ail. i?Eie/S/ Address rod,N�fG,44V►7a hone No. d3/- 4'77 0/weave t 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO > * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO )( * IF YES, PROVIDE A COPY. STATE OF NEW YORK) !Votary pub Vic.sia a of WewYork s'u,,; SS: No.Qualified in 96^ u Courcy`" COUNTY OF Commission Evire�,frp 240.48 PG-b2 /64 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the OvtJN (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / ' day o 20/5- / 0/5' OAF etary 'ublic Signature of Applicant .'PEALS BOARD MEMBERS ,�• --� ,�' �SUfFOLir Gerari.'P. Gochriuger, Chairman 1,.' \• COG' Southold Town Hall James Dinizio, Jr. �Y 53095 Main Road • Lydia A.Tortura ` ` P.O. Box 1.179 ; ; Southold,New York 11971-0959 Lora S. Collins $ ZBA Fax (631) 064 George Horning �iy'�1p1 14%1. • � Telephone(63 1) 7651809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF DECEMBER 13, 2001 Appl. No. 4999•- L OUISE AJEMIAN 1000-33-3-23,2 and 40.1 STREET& LOCATION: 1825 McCann Lane, Greenport DATE OF PUBLIC HEARING: December 13, 2001 PROPERTY FACTS: The property which is the subject of this request to unmerge is SCTM 1000-33-3-23.2 (Lot 23.2), unimproved land on McCann Lane in Greenport with road frontage of about 55 feet and depth of 160 feet. This land comprises the southerly half of original Lot 14 in the Eastern Shores subdivision, which was filed in 1964. (The adjoining land, SCTM 1000-33-3-40.1, abuts this land on the northerly property line.) BASIS OF REQ9EST: Building Department's Notice of Disapproval, dated August 2, 2001, stating that the subject property (Lot 23.2) has merged with the parcel immediately to the north, SCTM 1000-33-3-40.1 (Lot 40.1), pursuant to Code Section 100-25 by reason of common ownership after July 1, 1983. RELIEF REQUESTED: Applicant requests a waiver of the merger of Lot 23.2 with Lot 40.1, as provided for in Code Section 100-26. REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. Lot 40.1 comprises Lot #15 in the Eastern Shores subdivision and the northerly half of subdivision Lot#14. Consequently, CTM Lot 40.1 is 1.5 times the size of the typical lot originally laid out in that subdivision. CTM Lot 23.2, comprising the southerly half of subdivision Lot #14, is one-half the size of the typical original lot. 2. Eastern Shores sold subdivision Lot #15 to Louise Ajemian (LA) and Elisa Yerganian (EY) in October 1968. LA and EY bought the northerly half of subdivision Lot 14 in February 1969 from E. Baron, who had previously acquired all of Lot 14 from Eastern Shores. In May 1970, LA and EY conveyed these two parcels (the property now identified as Lot 40.1) under a single deed, giving a one- half interest to LA and a one-half interest to EY and her husband Paul Yerganian, all as joint tenants with right of survivorship. A house was built in 1970, located on the northerly portion of Lot 40.1, that is, on the portion that was subdivision Lot 15. Page 2 — December 13, 2001 Appl. No. 4999—L. Ajemian 1000-334-23.2 a:Greenport 3. In February 1972, E. Baron conveyed the southerly half of subdivision Lot 14, that is, Lot 23.2, by deed to LA and EY as joint tenants with right of survivorship 4. There were no further transactions involving Lot 23.2 or Lot 40.1, although Lot 23.2 was erroneously included in the recitations of a 1987 deed conveying subdivision Lot 13 (owned by LA and EY)to Karavas. 5. EY died in 1998, leaving LA as sole owner of Lot 23.1. Paul Yerganian died in 1999, leaving LA as sole owner of Lot 40.1. The Lots thereupon merged. The merged parcel comprises original Lots 14 and 15 of the Eastern Shares subdivision. 6. LA now wishes to reconstitute original subdivision Lot 14 and sell it to a buyer who intends to build a home. To accomplish this, Lot 23.2, which is the southerly half of subdivision Lot 14, must be unmerged from Lot 40.1. The unmerged parcel would then be sold under a single deed together with the southerly one-third of Lot 40.1, which is the northerly half of subdivision Lot 14. LA will retain the northerly two-thirds of Lot 40.1, which is subdivision Lot 15 and on which the house was built in 1970. 7. Provided that LA's plan described in paragraph 6 is accomplished, the requested waiver will recognize the original lines of subdivision Lot 14, which will be consistent with the size of lots in the neighborhood. Waiver of merger will allow for construction of one single-family dwelling on original subdivision Lot 14, which will not result in a significant increase in the density of the neighborhood. There will be no need for significant change in the contours or slopes of subdivision Lot 14, nor for substantial filling affecting nearby environmental or flood areas. 8. Waiver of merger will avoid economic hardship for applicant, who otherwise will be left with an unusable parcel (Lot 23.2). Testimony was offered that the reconstituted subdivision Lot 14 is under contract of sale for$90,000. RESOLUTIONIACTION: On motion by Member Collins, seconded by Member Horning, it was RESOLVED, to GRANT the requested Waiver of merger of Lot 23.2 with Lot 40.1, subject to the CONDITION that the applicant joins Lot 23.2 to the southerly one-third of Lot 40.1 so as to reconstitute exactly the lines of original subdivision Lot 14, and conveys that newly constituted parcel to a buyer as a single parcel ' -- - _, ...... �. .,� ��.vv, rMuc 3/ Page 3 — December 13, 2001 AppJ, No. 4999— L. Ajemian 1000-33-3-23.2 at Greenport under a single deed. To ensure that this condition is met, no Building Permit shalt be issued for any structure on the land now identified as Lot 23.2 unless such land shall have been joined to the southerly one-third of Lot 40.1 and transferred under a single deed, as described in the preceding paragraph. This action does not authorize or condone any current or future use, setback or other feature of the subject property that violates the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Goehringer (Chairman), Dinizio, Tortora, Collins, and Ho '- .. ,s •es ,on s • - adopted (5-0). Gerard P. Goehringer, Chairm• is/30/0 • • ' Scott A. Russell /iu(/rfq,rY �;' STORMWA\TIER S r ,�rl���� C'� 7. MANAGEMENT ��T SUPERVISOR MA�1�AGEM)ENT � J {� SOUTHOLD TOWN HALL-P.O.Box 1179 � O � �,/ -�- Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 'fl � � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) VAR W 2019 DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: iCHECK ALL THAT APPLY) Yes No �❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [yet E] B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. LEI KL+ .ite prepira.ui n on.51ope wl icb cee 10 feet verli al rase tL--.. 100 feet of horizontal distance. ❑[ ] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. D ] E. Site preparation within the one-hundred--year floodplain as depicted on FIRM Map of any watercourse. qlQ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your 13uiktling Permit Application. APPLICANT; (Prerty Owner,Design Professional,Agent,Contractor,Other) S-C.`l'.��. 1000 nLSl I ic Date C'I NAME: I C 4;4r:.;r ,29/ . 03 3!0.3 x_/.tl%s... Section Block Lot .J��ff fFOP "?i3ILDIN•'a U_i i}?;ME Nt ( USE :i!L1_t Contact Information. f �/1 C3/- /9 Y77/ Reviewed Lyjekblge Date' 3-9- 15 Property Address / Location of Construction Work - /7/5 ' " eAvA J LApproved f:; proctsing Budding Permit /�� v q ` torn,watf.i `via€.sage nicht C:ontrol Plan NJ; Re:tlirod Ca7(-�#C0�0� / F `sort;'Aat:'r v)onagenwnt (.:)gill)! Pilo 't or>v<,rd 10 f it};i;.,r ii; )7cr;,,1 c'lei:[ i i APPLICANT. S.C.T.M.*: 1000 ,••o CHAPTER 236 (Propel). _ Owner,Design Professional,Agent,Contractor,Other) *• 33 Q;fes) _ Stormwater Management Control Plan CHECK LIST `/ /- Section Block Lot NAME. y�C7vIC �IE�/S/ S M C P -Plan Requirements: Provide ONE copy of the Building Permit �.pp:: at:o,,. PY,r,: Date `, �.✓ - . / S�(,37s 7�' / :� * The applicant must provide a Complete Explanation andlor Reasor for not •:)r os id:n-2 �h4 /, =..of tie\+,;.., all Information that has been Required by the following Checkluti d.s!iii[k1ab•number. ...r. 111111.111.10.11.1111.11111111 A Site Plan drawn to scale Not Less that 60'to the inch MUST NO r,o He-e— _. Dm If You answered No or NA to any Item, Please Provide Justtiicat! ES show all of the following items. --------- -- If you need additional room for explanations, Please Provide addtt lona arc; a. Location& Description of Property Boundaries (C' 1 � _ h. Total Site Acreage. . -1 c. Existing -Natural & Man Made Features within 500 L.F. -- - _ --' of the Site Boundary as required by§236-i7(cX2l. i ' • ,r d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 'ee /Ci(r Ogy0 ontac • n: - e. Limits of Clearing & Area of Pro used Land Disturbance, �_ tel _ __ - . Backfill, OR Provi•e ngineer s Existing & Proposed Contours of the Site QviinlmumZintervals) ft_tL�I�j'�� hat the draina:- has been insta e• o ole. - g Location of all existing& proposed structures, roads. frAMI-I driveways, sidewalks,drainage improvements&utilities. - h. Spot Grades & Finish Floor Elevations for all existing& • p•oposcd structures. I mil -.11.111.111111111A, [ �)i ] I Location of proposed Swimming Pool and discharge ring. tipo .564.1 4114,6 f'b,t -.i. Location of proposed Soil Stockpile Area(s). 14trAl> ? � ._._..__._ ._ _1 k. Location of proposed Construction Entrance/Staging Area(s). i zitmii�l I. Location of pro•osed concrete washout area(s). 6 (��L NO - Te Alos Aug ON ii-em ,.se.- m. Location of all proposed erosion&sediment control measures. [IIKiii, 2. Stormwater Management Control Plan must include Calculations showing . . • , : • ll , 0 \ I that the stormwater improvements are sized to capture,store,and infiltrate t ----- um or-site the run-off from all impervious surfaces generated by a two(21 inch I � ..-- rainfall l storm event. . •• - . . • - - . '• • • 3 Details 8 Sectional Drawings for stormwater practices are required for approval; r r • -' S - items requiring details shall include but not be limited to: eel in: • -• ••' -• . . • ve soils, - - a. Erosion& Sediment Controls. 1.110111 I b. Construction Entrance& Site Access. 1111110.11 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 1 d. Leaching Structures (e.g.infiltration basins,swales,etc.) ► l .. l .:. :.: - ._. . — r( ilt ENGINE EI [SEP •" 'NT USE ONLY""** 1 Additional Information is Required. Reviewed& / I Stormwater Management Control liJan is Not Com-:lete Approved By: IIP, e j , _ � 5 '! i Stormwater Management Control Plarl'iis Co'mple4 Date: '-S Zy//c ,� SMCP has been approved by the FJngineering Department FORM • SW • Check List-TOS MAY 2014 I------- I SOUT HOLD IObIH-BUILDIIIG 54375 ROUTE 25 ,, if SOUTHOLD 11%, 11971 71 , � s UTy _ 631-765-1802 ,,, ,o! 118805501542 + 4 . a .. TERMINAL ID.: 002 Town Hall Annex Telephone(L MERCHANT #: 431290851887 54375 Main Road ? • i� tOC�BC.fich6rt(a1tOWn S UISA P.O.Box 1179 - O 0000005402 EXP:034 SWIPED Southold,NY 11971-0959 �jeCOUiIl�I 0 s'1' SALE .I„ �����8 BATCH: 006185 I HU: 000001 Aug 07, 15 11:06 RRA: 000061001031 AUT H: 058876 BUILDING DEPARTMENT TOTAL $225.00 TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION STENO' GASSIER • Date: BY: S�- i 1/ '" X--- ������ REQUESTED _ ��.� �,�.5 t� .. Company Name: �'ATG 0 e_c.A-n ce. k r''� :- -i.er3 _ 1,c_ AI DARING1TO CO ARDAISSUER AMOUNT MERCHANT AGREEMENT IF CREDIT VOUCHER Name: _ S-1-e- Gass 4.1r _ License No.: 1/1011 2 --ME Address: 7Sr e,LI k_ R Spy, Itj�Qc4 f MERCHANT COPY Phone No.: -576r6 a. c 62)-( JOBSITE INFORMATION: (*indicates required information) *Name: i.e-c *Address: i V - • Levin-e_ —1 ` a *Cross Street: W. .,e% b *Phone No.: . Sl6 37 —x872 - Permit No.: 39 41-41 Tax '2 - Tax Map District: - 1000 Section: 33 Block: 3 Lot: 110,3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) i KMti. ' s • + S M _ b OC7 Jam' t pJe.L) . ZcO441P SW✓Ai (Please Circle All That Apply) *Is job ready for inspection: YES I NO Rough In Final Do-yau need a Temp Certificate: (Y.ES) NO - Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service<verheaD 0.dditionaf Information: __ PAYMENT DUE WITH APPLICATION 82-Bequest Por Inspection Form foi° - Z Town Hall Annex ,. ' Telephone(631-1802 54375 Main Road ' a Fax(631)734-9502 P.O. Box 1179 % co, Southold, NY 11971-0959 ; rry BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION., PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 3`9// Owner: J iL Avz- i)1,545 / Location of Property: /7/ Z �iF ,0, ter Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) 7��T /#4' o/` Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): ?,( Floor framing, including girders and beams (F) Roof framing (R) • Floor and roof framing (FR) Signature: 4"— f/ Name (person submitting this form): v iC Ak- f65/ Capacity (check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1/1/2015 • - 6" DIAMETER ' REFLECTIVE RBD ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION , #187 TYPE BASED•ON SECTION 602 OF THE BUILDING CODE OF NEW . YORK STATE • • 20 • MIN• REFLECTIVE J WHITE • 4 1/2" STROKE i . --_- ..-----------------_.---..... '•' •••.DESIGN7xTION-VOR STRUCTUfiAi_ • CpMPONENT-S,THAT ARE OF . TRUSS CONSTRUCTION ' "F" FLOOR FRAMING,INCLUDING - GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING • • • TRUSS.IDEN11FICA11ON SIGN - LJANCEWITH 19 IVCRIR PART 12GSy'. .•• . FOI-ro CODES DIVISION ID<AMPLE TRUSS IDENTIFICATION SIGN DATED 08/2005 • • ' .. m7;? `., NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION rruuc API/ALS BOARD MEMBERS "4/1' Oj,� 0 V 04• Southold Town Hall Gerard Y.Goehringer, Chairman I Qy 53095 Main Road James Dinizio,Jr. 1 0 Y.O. Box 1179 Lydia A.Tortora °w° a Southold,New York 11971-0959 Lora S. Collins ZBA Fax (631)765-9064 George Horning �. '�v! .,0's ,�� Telephone(631)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD December 31, 2001 Patricia C. Moore, Esq. 51020 Main Road . Southold, NY 11971 r Re: ZBA Appl. No. 4999—Ajemain Lot Waiver Dearf 1j oore: Enclosed please find a copy of the Lot Waiver determination rendered by the Board of Appeals on December 13, 2001. Please be sure to follow-up with the Building Department for the next step in the zoning review/application process. Before commencing any construction activities, a build ng permit and other agency approvals are necessary. A copy of this determination has been furnished to the Building Department for their update regarding their August 2, 2001 Notice of Disapproval and permanent records. Very truly yours, GERARD P. GOEHRINGEI1t CHAIRMAN Enclosure Copy of Decision to: Building Department lEOEOME JAN - 3 2002 f p r` V Th • Odd -3�3- 3 TOWN OF SOUTHOLD PROPERTY RECORD CARD ' \p,WNER 6 5 l STREET ( 7 5 VILLAGE DIST. SUB. V" LOT -4 - .. i . M (6408.( Ru �I I �c;-'�h / � -0.1•/,t . �--7 -G- / O (0 ::i...1., ;k- ;� i / 4/4 FORMER 9WNER N E r;i ACR. X , (j/7/, 0/17 A i f_'W(A K et - D 0- 1 d' ). 0.40 6 (: S W TYPE OF BUILDING RES. SEAS. VL. 3//l FARM COMM. CB. MISC. Mkt. Value LAND IMP. _ TOTAL DATE REMARKS /l / G - 3j !rt'ti , LG,5o3 4. ' - E SL- -04Y. . . 3-- -e.)/r/43/Z7 .94h E 02//o/72— "/1 AO -1-7\3 0 y..2.w - V3 % . As.f. 1(1“ IteA, r 'i 1 f / ! f ; l' S/IQ/Pi3 -Cosa►.�����J 2 ?nye .=1.. 17 <.; T> 1 ?() i•-k, %i,-_-,,g $,&- L 1©3U? r-4T?; --Irl , 4- Lam- 13 -k) reivrrs Z7 OC .), 1 v i yy- 4 oc. 8e/77.13.7- ()FP i_c s LA k ;',)111 11 V7- �-- t= 1).-C-74 re - Y, C..) c:,,) .4 5900 5/fdirie63 , (k . s. 1 c;', , t. s*.? c t t% . _ B G CON �jlcmd .c/4126 ' Cc 6r rte2 pct, Z , 4%40, { (641 Lori iis4 da NEW NORMAL BELOW ABOVE .01% „ L. I zzia rf9 34--.5 t.(14 e 61 keWilitot..40 RUSU{I 'wS0iOPO, FARM Acre Value Per Value ` Acre �i eY�H‘G h. G7i t[eo (..)kv A 4401r e) Tillable 1 1211rdS--I 12 4.25e�7e-(u /�Sse I1 / el-, 51 g 3..? , Odd Tillable 2 t Tillable 3 Woodland Swampland y FRONTAGE ON WATER I C l`�C� Brushland FRONTAGE ON ROAD House Plot DEPTH i s f ` BULKHEAD Total DOCK . ..,.........e..,,,,,_„-.-- .th 00 ..._ ?.._ 22 TOWN OF SOUTHOLD PROPERTY RECORD CARD _, OWNER STREET VILLAGE DIST. SUB. t,./ LOTJ / el it Ili • v 47 ' 1 kr c9 yek-at Di l'a 4 ' 111,01 /1C- CAA IN I A/v 1 i jtA i 1 . . * ft },11-1" 7 /d FORMER OW ER ci N E ( ACR. I .. 04— I 644,d .; eli , 0 i p,(-) S W TYPE OF BUILDING 1 RES. SEAS. VL. A d 8 FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 11_44 / 4/I g/ f — 3-0-0 3-191) / ,572-3A il _.P, l",:5,e),,1 ' .)/), ,i- ./.1-,' 1 0 7.‘:ii clitlai,x:i_ti 6')tk-4,:b.,4,1 .c., !-';/:7, --), /1 / 9 .... .6--4 75 7 1, , , • .... ., . , , ,. a-9 / ///4H/6,/ 54 e J/33 . 2) /0 - "' -..- L.7 13.6 ri9,— artypt 4c Asegfcfrict — 0 0 '/ (1 0 V AGE BUILDING CONDITION . NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD S-5° ' 1 £ ? House Plot DEPTH / 6 0 / BULKHEAD Total DOCK - . --dr I . ,f•, . • 0 ; ' 6 ll.1 al• . - , f I .„ 4r. . ..4 j * • ... t‘.. 1,4 4 .11,1164 , a • '•OL•our • air • . VM.-." '". .; 4.01144.de, ' iiiii- , • ....• - • ---0V/6 ifry f .4 - P i• -a ob,. , jo• • 444- "h"t1:„.t.r.:, _ • ‘,00 IV , f4likki w 1 . ,.ar ' 4•• , ....rait. , .1•16 a 4 .4:11111"" i* illi• • 4 .1 4 Ir r . 4... /. il 1411111Ik _ . 411. limy,.1 . Ilk 11. A , ..... ' • 'Sf#111' 1'44 le...0 . . Ili , . .40! ..... . 40111 .0.F.. t . . 1 _ • . . - ' ...... - a . 9 . I 9 4. .. _I: .._ . _._-- • e ; -14,i•- .E Iy 4,400, - 4% 0 , {' /11 i i, • + �w + F 41 1 \\,; . .. ,,,, * ;s „. -.! gye l 4,- 1'J { j , C' IL -4"',...'„,„al..: ,7.. , IF 4...7.4 1, . rf::::.:....4..:11.1 , i *+' 1.-'-- ..4 .* . 1 ... i .1. _ jig oll!!ft ..,;e ., . e J ,. . ' f A, r . 4 Ir. glitp, _ . . -, EE r - f' • - + ;girl r ''�k- -}'r_ I. ,ii F 11 ir: I I] t '- 11 P ' r t.. " � � , ar y j„ar . f 1101111WIIP.ILIIF_:"1" - - .. ' 1 , .. • . .. ...." 4111101W141111 - t ., ' C ' , . ' 4• 14 I. _ i * t 1 4 . L. . I A .. .• IK -. 0 * ' 1 4 , tt ....0411. . • ) . .. - s 11 .. i P , • , ( ) . 44 u A 1 • 4 a_ 4 ' * . It — . .. •-* I ilk-111741; i ,. .... ,- .. -7, I .,- . .... lig ,- -. . . ' , -9 ei , % .. 4 • I • • . 'III -. if if -,.• , _ i 41* . . _ • • 4, , . N . .,. t . II • • -• i i I . . ,. 9... wl. . . ..s. . . •.,t # . - . . I.- • ; li. ,i-iii:11 )1, . 4 . *4, *i•I. 4„ I • dm.% 1110111 . If . 1 N ' 't • I, . • .." II , aa— • • - � A " f s'- ,. .i - / - 4 41 Ir k i. r. r- ;Ptc- , 7' " ' .p-t..''. i40.—"X ., ut .._ i , ,Iikt. 4., ii... . 41 — r.R { 4 . MR M IP !.• :A .ri # i .,k-lit,,�. _ . -'rig' ' 7^ Ra. yf .4� .: JIR I N4r 4 � � - I ,PI IL. VP 1 J r • 'r i ii •1 4111 i 'If IMO= -4111111,. -11101111t T S. /r. laiiitgag Ilr- . AMIIIPIW AMP .. ra # lif a: Wfr li I 3 . 4116 1 m..11111k 1.111. (,w1 _ MI OW a- _ 1111 4-) 1 1111111.1.01111011w l iAlt A IV # [ , i -- - - '71 ice'' dr. r. s UPI' '' . a 114 4 ,, ..' - rdlpit t. ,►+a it 'r illi itliklir • r .........•,00 -.-7 v -.ir Ira - • • y. ." • a,ner. .44., .10:14). A t Tim mir*' 4* i y • - .. _a „oils i• A 4 c N110 4114. • r - 116. 4" k (t • 1 r y 71�� SL'. a+-- r -. -.. — .s ' . DATE w� �aoo / - - 23'2°494 33 3 PROPERTY MAP N0. MAP COORDINATE NOS. i1 „i \ DEED RECORDED IN LIBER PAGE • SUBDIVISION NAME OR NO. MAP BOOK PAGE BL. LOT REAL PROPERTY TAX SERVICE AGENCY INDEX INITIAL _ SUFFOLK COUNTY CENTER RIVERHEAD. L. I„ N. Y. 11901 SKETCH: Retired 33-3-23.2 & 40.1 33-3-40.2 retained by L6749 P405. 33-3-40.3 new pcl. by attached docu. _ N -- ce \.`5 ) 0 ,0 Afl Z� , c61 v 16 \5 < ... X60 y 0 9,1).j9\CS:IU 19'9 SOW°f Ord RESEARCHER/PLOTTER DATE ?-' 2 3 CHECKED BY 1)(2446 RPTSA Form 101 • PAGE 1 OF 2 • DRAINAGE SYSTEM CALCULATIONS. ' ROOF AREA: 2,105 sq ft SURVEY OF 2,102 sq. ft. X 0 17 = 358 cu ft LOT m /)) `# 358 cu. ft. / 42.2 = 8.5 vertical ft. of 8' dia. leaching pool required ,/ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES f� PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS / APPROVAL OF CONSTRiiCT10�J FOR A MAP OF �-,/ PERMIT FORa R PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: i SI`irLcr. FArlIL.�IiES►.OEiaCE 'i�Lf EASTERN SHORES DRIVEWAY AREA: 1,263 sq ft. , FILE No. 4021 FILED APRIL 27, 1964 1,263 sq. ft. X 0.17 = 215 cu. ft. ',S- ---. SITUATE 215 Cu. ft. / 42.2 = 5.0 vertical ft. of 8' dia. leaching pool required ��p n 2015 �� (� `�_ O� `� PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOLS DPI? D J IJ ' i.S. R,�,- No. `�1O GRE E NP O RT PROPOSED 8' DIA. X 6' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: i/® OVED /� D / APPR4 • TOWN OF S O U T H O LD - FORMAXIMUMOF L %,„ TOWN SUFFOLK COUNTY, NEW YORK BAV E EXPIRES THREE YEARS FROM DATE OF APPROVAL S.C. TAX No. 1000-33-03-40.3 , SCALE 1 "=30' FEBRUARY 3, 2015 N co 0 LOT 15 2 co, x AREA = 17,370 sq. ft. D 0.399 ac. O?O \-INGwNSR 155.8 35.0 a °'` �Z v SES p�B�IC o F°5w 4 � NOTES. U m REgPR °' n- 1. ELEVATIONS ARE REFERENCED TO N.A.V.D 1988 DATUM CO. EXISTING ELEVATIONS ARE SHOWN THUS: 35.0 9 o O 2. REFER TO FILED MAP FOR TEST HOLE DATA. ' o% c• ,e p°E FENCE / Oi„ 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. T,� + 1 o stoCK a 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP p 14°0 4 _ 3 , O j 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. !� mVA F�NPNGE O - �-'� 1 ' T� 7 1 POOL; 12' DEEP, 8' dia. h� �/. I K" PROPOSED EXPANSION POOL FENGS \q E W \ � G 4 356°� O-° Opo 0 W���L\\A 4\ y �� PROPOSED LEACHING POOL r T s /VAP u G co r Z O-p r�13 -O OJ `,P�0PG'�� :\\:, �� r� ;OA PROPOSED SEPTIC TANK (,j1 4 �2�' II O q-p�,.1 0 Ao 0 y 5 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD -.1 , rn O \ o�II. y OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. IS q 13 l''2 o O vv 6. ADDITIONAL STRUCTURES IF ANY ARE NOT SHOWN ="i- C" rt "• N DUE TO SNOW COVER ON DATE OF SURVEY. L a 6,J LOT 14 p `" •,> G O v� C3` Z -A * A\1 a d TZ-T,1 o y —( a e a x ` 1'-_. / \1 \l P� °^ \� ^` � STAPREPARED OR TI .ANCEWITH THE MINIMUM VEYS AS ESTABLISHED . O G r� lS' p a4 (�ti�/ R`�'�V'� c 31.4 p� -" ,> H L.�, PP'. D AND ADOPTED �-n trl O l?) c 4 e Oe O^ •A. _ EItIIEW '•K STATE LAND o--4 • zcrk , n P'F-° ��� °.+� 'tAFr C �� 'YN F°MS°. rn rn a-13 a t z �.�/-CI\ �� a�, w' N 0,00 * �, a i 16 i ' to o "a p °SEI r!i Sia• II E * y-'1 l Zy ° ,I'ra- - eV'---C- rn.."1 0 a •o ` . ss°;KNDE FENCE N EXCAVATION INSPECTION REQUIRED • �r- , G c^ O O ml, 33.9 FOR SANITARY SYSTEM t- 1 ::! •�� N.Y.S. Lic. No. 50467 \`t • „ UNAUTHORIZED ALTERATION OR ADDITION 2 + \ ' .--FENS.O. 4' 1 o BY HEALT .PART�"-' TO THIS SURVEY F SECTION 7209 OFSTHE VIOLATION YORK STATE - 1- � l 1 4°O T 1 n EDUCATION LAW. Natha tAlr- - Corwin III Y_a L. J COPIES OF THIS SURVEY MAP NOT BEARING 1 LO G THE LAND SURVEYOR'S INKED SEAL OR i 0PvB`C WNI " TOBBESA°VALDLTRUELCOPYT BE CONSIDERED Land Surveyor 05 5 ONCERTIFICATIONSYOTHE PERSON T L FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jomesport, New York 11947 a5—(lo4 SITE PLAN FOR a ,STORMWATER MANAGEMENT NOTES. LANE McCANN 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION PAGE 2 OF 2 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. DETAILS 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD SURVEY OF LOT 14 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OFPOST TYP. L� EXTRA STRENGTH MESHSER FABRIC ( ) MAP OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING1i,n�' REO'D. WITHOUT WIRE SUPPORT „�, THED SCREEN SHALL DISTURBANCE SHOWN MAINTA NTD,ON THE EPAIREDPANDVREPLACED AS WI WIRE SUPPORT SPACING FENCE !II n�"'i"":"';"":I"'1"'10 GROUND EASTERN SHORES OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL6' MAX. O.C. SPACING 1111"i�'/i:�'1a:n'1''1011d11:100', FILE No. 4021 FILED APRIL 27, 1964 DISTURBTRAPPED BY THE SCREEN SHALLBE VEGETATED. S W/O WIRE SUPPORT FENCE 11100111111110111 j1jj11"I":""/ ''/' �"j'' o/lo0111.0011:01:i 1111jjjjjli�lilil. ._J� SITUATE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE / A/A1 All 111 A A n 11 n n A II. • - SCREEN IS REMOVED. j1 j011i��I1i11�piAAOin:pl01010iin0o i01A111111 •r - GREENPORT OW 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 011j01111111j1A1j1/111111111111111111"01111111111111 11111' • • • TOWN OF SOUTHOLD A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL 001011111111j111/ X111 1111 111 11j11111111 IIIIIIIIIIIII IIIIIIIIIIIIIIIIIAj1/11 AI11 A11 III11 •. FL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT �-. �. . . SUFFOLK COUNTY, NEW YORK j/1AIA1 11��pIIlIj1��I _,�'' �� 101111111 IIIpI � .. SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES 111141111111111:111101. I� ATTACH FILTER FABRIC SECURELY SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS 11111-141j1j1 • • ' ° TO UPSTREAM SIDE OF POST S.C. TAX No. 1 000-33-03-40.3 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED 0 NOT TO SCALE AOFEASBALE ISE E 3MANENTLY 4 MONTHS.SED MENTSTATED HE TRAPPEDGE BYUTHEUL LIFE BALES /� ��\ �� I\\'/X///\//\\/i SILT FENCE DETAILS FEBRUARY 3, 2015 SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED V ' NOT TO SCALE 5a' MIN. UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. OR To BE SUFFICIENT TO 4 STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. KEEP SEDIMENT ON SITE 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES. SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 3 I 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER w HAY BALES AND/OR > /an SILT FENCING ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED a 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. OFF-SIITET THA SL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT o — 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF w \--°}6 FROM FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) 0 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST Q SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAWO FLOW HAY BALES 2"x2" STAKES a 1° ,9 IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF �— e FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE) WHICHEVER IS FIRST MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BACKFILL HAY BALES AND/OR PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION \V\ \ \� S DRAINAGE AND GROWTH /� ..,..„,./., \., \ INLET SILT FENCING 10. VEGETATIVE COVERSUITABLE TVE WITHOVER IS CONTIGUOUSNED AS A UNVEGETATEDIMUM OF AREAS NO5% AREA LARGER i\�//\ / // / \� \\/\j\\ r r PLAN VIEW THAN 1 SQUARE FOOT IN SIZE. \// '- 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR '1 /\ /\\. 4" X 6" TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF \/ .X\// W/ COMPACTED V V OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH --h— OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL ELEVATION EXISTING GRADE CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. ROAD (NOT TO SCALE) HAYBALE BARRIER @ INLETS (NOT TO SCALE) HAY BALES SILT FENCING ND/OR NOTES: CONSTRUCTION ENTRANCE BASE OF TO BE USED WHERE TOPSOIL IS NECESSARY FORCOMPACTED 3/4" STONE BLEND 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S D.O.T APPROVED R.0 A. REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18" MIN. ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) TEMPORARY CON ON ENTRANCE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. NOT TO AND REQUIRED PERIOD OF USE. ( SCALE) T 2 SLOPE OR- LESS CAST IRON INLETFRAME & COVER (FLOCKHART #63518 TYPE 6840) `I Sit 1 FINISHED GRADE OR 6" THICK REINFORCED CONIC. COVER 'cP y STABILIZE ENTIRE PILE ' .k 8" TRAFFIC BEARING SLAB -0 CO TAF 4 WITH VEGETATION OR COVER _ (max.) �lbNor �t �� \V \V \V \V \V \V CH - PIPE FROM ROOF GUTTERS I 2 tfl^ -4 X Z �x .i. ., , , \k . S \k \ _ — 8-0 — 1 1 . �- -- 1 * t=i r \fr \frCRUSHED 3/4" - 1-1/2" STONE �� ALL AROUND — y .Y.•. Lic. No 50467 \fr \l/ \l/ * \l/ * \l/ 41001 ‘,,_ '$007 wilipP \i/ * : NV \V \V LEACHING RINGS REINFORCED PRECAST CONC. 3-0 4000 PSI Nathan • rwin III ® 28 DAYS 1 \v \v \b (min.) 4'y f(min.) Land Surveyor J ISuccessor To: Stanley J Isaksen, Jr L.S. N E Joseph A. Ingegno L.S. It STRAW BALES OR SILT FENCE GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 (NOT TO SCALE) Jamesport, New York 11947 Jamesport, New York 11947 35-00. PAGE 1 OF 2 DRAINAGE SYSTEM CALCULATIONS. ROOF AREA: 2,105 sq. ft 2,102 sq. ft. X 0.17 = 358 cu. ft. Su>rFflLK Cflt�K';'Y DEPARTMENT flF I�EALIH SERVlC1ES SURVEY 358 Cu. ft. / 42.2 = 8.5 vertical ft. of 8' dia. leaching pool required / APPROVAL obi _.ON r2t3CTIflN A LOT 14 PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS i� pER�1lT ®� _ MAP OF PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN–OFF ARE SHOWN THUS: i! �/ �� �FAritY � c:DuhC�.ONLY EASTERN SHORES ..._� DRIVEWAY AREA: 1,263 sq. ft 9 2015 FILE No. 4021 FILED APRIL 27, 1964 1,263 sq. ft. X 0.17 = 215 Cu. ft. 1.7,7:F. No. I q-1 fr Od l�_____ SITUATE 215 Cu. ft / 42.2 = 5.0 vertical ft. of 8' dia. leaching pool required DATE '€' . PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOLS _\ APPROVED �� +� a - GREENP RT PROPOSED 8' DIA. X 6' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN–OFF ARE SHOWN THUS: ( o ) I^flR MA IMUM CP�_ E'JROOMS TOWN OF SOUTHOLD EXPiRESTHREEYEARS ROM DATE OF APPROVAL SUFFOLK COUNTY, NEW YORK �P��+ S.C. TAX No. 1000-33-03-40.3 U�� DRAINAGE INSPECTIONS ARE REQUIREDSCALE 1 "=30' FEBRUARY 3, 2015 Contact TOS Engineering at 765-1560 before 0 Backfill,OR Provide Engineer's Certification o •� x that the drainage has been installed to Code. AREA = 17,370 sq. ft. LOT 15 $Z+ 0.399 ac. D*10-WGwPSE.R 55• 35.q� ' Z v SES PVg�\C q F0 4' NOTES. \) .nm RE5i°o' - ("Si. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM CP° EXISTING ELEVATIONS ARE SHOWN THUS: 35.0 o O 2. REFER TO FILED MAP FOR TEST HOLE DATA. VI - 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. �� + ^ 0++ STOCKpp£FENCE' ' N 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP r 1 �°p 4 m� ^\ ..0, ` . + O J 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 003.16E°�_ i{–N, Q � 1' �'��" \ r 1 POOL; 12' DEEP, 8' dia. t�_�A–_ .. ' CP 4i, w�;• PROPOSED EXPANSION POOL rn � w ��� FENCE ,4.-' N 4�4,i 35.60 % , 1111 BOO "�Z vtj���\NE Z �0 /�, PROPOSED LEACHING POOL 2 �o O�`r-s.% vs`�P�OP05E� m v -23 r� PROPOSED SEPTIC TANK l `,: /3_,,c„.. .,-, * a , rn -12 rn LS AOO c, `_ 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �° O 12� O �rn's0 ;"o o4y �� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Z Ocn N �� `$ �� 6. DUUEADDITTONAL SNOW STRUCTURES ON.F ANY ARE DATE OF SURVEY ROYAL OF STORM MANAGEMENT o L a j m T O ��� �rn _ ONTROL LA - '. n Coii,t3, �-+ O 1 a ' Date: 3 2�( �j� j r L ,p O / o1.17,1 >n zO I \� , d p 4 Approved by. �"" 1 a (7 d ( ��'� \ .. 1 L -rnO ;,•,,,,..„..- PR:PARED • WITH THE MINIMUM as O ST �:•. .R .TLE S �� AS ESTABLISHED rn C �_ `.„ 1 ®- s A� ♦A2 O D ADOPTED O �a kS 04 <+-,a <, t c),-- 31.4 ��� • ,. BV.. ,�.:i_S=:� �w... YO•. TATE LAND N 't\ O C1� Q100SV ' ��Z1�4 k ITL.. . 0 Poll. o Z C� o rn c` u P� c�c� C 0 lbw 11 4 , a rn O �a O O.E. y J i tP G J �� `." i' kP 0 V`' ln O p _.-3OE FENCE �n m .:X Aly� atcy I4V3Y ` tLt VON 3t O:C u� t, �y°' NYS Llc No. 50467 w0 -o iz a o STACK I SANITARY } • � '1 _1 T. G O O, 33.9 VV �p�`� UNAUTHORIZED ALTERATION OR ADDITION 1�{ / '+ BY 37a"L%.i e. •i,x. SECTION 720 OFTO THIS SURVEY STHE�NEWTYORKION O STATE � �J`� ('i + FENCE O 3 E + 3" tt' 0 0D,s �° Nathan Corwin HI 2 ,` 1 4 O A. m 1 -- EDUCATION LAW Y� LO 1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 1. 01EROSION &SEDIMENTCONTROLS EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor g\l,10-L\NGWPjER ro BE A VALID TRUE coat U5�5 PVg�-\G S• jII Include but not be limited to: CERT TOATIOONSPERSICATED HEREON ON THELSURVEY IS:, yell maintained Constr,I tion Entrance, TITLE COMPANYA GOVOERNMENBAL AGENOCYTAND Title Surveys — Subdivisions — Site Plans — Construction Layo Wire Backed Silt Fencing; abiiization& LENDING INSTITUTION LISTED HEREON. AND TO THE CSRIGNCAT OF THE LENDITG INSTI- 727-1727631 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 Seeding of exposed and/or inactive soh. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jornesport, New York 11947 95–nos SITE PLAN FOR STORM WATER MANAGEMENT NOTES. / IANE McCANN 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION / PAGE 2 OF 2 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING ���/// DETAILS AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD SURVEY OF LOT 14 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP.) MAP OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REO'O. WITHOUT WIRE MESH SUPPORT Vii•:"' AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ".."..1�1 THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS ..""'""'"" ' EASTERN SHORES 0' MAX. O.C. SPACING ''uI,�A11pOipi.i1.i11'.ii..o'.I'1. OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE p FILE No. 4021 FILED APRIL 27, 1964 DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS W/O WIRE SUPPORT PFENCE ,11111.ACING i..�.....1u1I.i11'i111, 'i1�p:i1''.111�1��1111• .. • TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE �j1„In;j111o;;;11pii11,iiu0la 001A1111,1�o,1111111•• • •• SITUATE SCREEN TO AN SCREEN ISREMOVED.OVED UPLAND LOCATION BEFORE THE 'A��”l0000000000000��p A�j� =j�o�oo0 ���jj111110000 j111'1• I� • — GREENPORT 1r " 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, O A11�.j0l�o100110069 0000 00000000000UI1i01�1111 FLOW A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL 101111 1111111 TOWN OF SOUTHOLD 1I' SUFFOLK COUNTY, NEW YORK 0 j1010011j1111j111111110 _^�• �� 000100010001101111111 j11011 1111111,'' •. :. SCREEN BE KAT THE BASE ED- END TO NOF THE D AT HREQU RED SILT SCREE BASE OF THE QEN. THE UIRED (BALES �— 1111LT •10frj1111111j111111111/111• !i W11011011!1 S.C. TAX No. 1000-33-03-40.3 ATTACH FILTER FABRIC SECURELY SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS j1111111 • TO UPSTREAM SIDE OF POST NECESALE AREASSARY TO ENSURE PROPER FUNCTION, UNTIL ARE PERMANENTLY VEGETATED. THE AVERAGEL USEFULL LIFE FE / \�ED 11`a \/\/\/j\ FEBRUARNOT OY 3, 2015 /j/ / / / ///% OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES \\�\\ \ �\\� SILT FENCE DETAILS SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED �r NOT TO SCALE 50' MIN. / UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. / L OR TO BE SUFFICIENT TO 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. KEEP SEDIMENT ON SITE 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES. SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO L / 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY INSPECT AND REPAIR SILT FENCE AFTERHAY BALES AND/OR ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED a\ K-SILT FENCING 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENTSHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW \ OFF-SITEE TRANSPORT � \ 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF w °n� FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 36" HIGH POLE (MAX.) 0ti z 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST 4 4 SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW HAY BALES 2"x2" STAKES w �}� o IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF f— (TWO EACH BALE) ej N FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT. r WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW \ VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING COMPACTED BACKFILL PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION \\\\ j\\�\\/� SAO DRAINAGE HAY BALES AND/OR / pE v INLET SILT FENCING AND GROWTH. /\\/\ /\\/\\• �� .. . s - 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA i /\//\ 2/ ,/ \ VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER /\ %\\ \\/\\\\� T 'T PLAN VIEW THAN 1 SQUARE FOOT IN SIZE. / /\i \ a" x 6" TRENCH 1 1 SITE AALL CCESSLOCATN IONS ESS WAYS SHALL W WITH THE EXISTING ROADS,TOU PFREVENTYAT RUNO RUNOFF a %\\. j w/ COMPACTED v v — OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH --,t- L - OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL ELEVATION EXISTING GRADE CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. HAYBALE BARRIER ® INLETS ROAD (NOT TO SCALE) (NOT TO SCALE) SHAY ILT BALEINGS ND/OR NOTES: CONSTRUCTION ENTRANCE BASE OF COMPACTED 3/4' STONE BLEND TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S. D.O.T APPROVEDR.C.A. REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILLDTOr 18" MIN. ABOABOVE EREXNAGNG TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2.1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) TEMPORAR r 11 01‘1 ENTRANCE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. (NOT TO SCALE) +y AND REQUIRED PERIOD OF USE. 2 11 illii SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART #6351 TYPE 6840) T 1 FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER g STABILIZE ENTIRE PILE 0'Q 8" TRAFFIC BEARING SLAB (max.) ,�. WITH VEGETATION OR COVER N - PIPE FROM ROOF GUTTERS i3�pr * �A1 . e. 1 .L \fr \l/ \1/ i 8.-0" . x t ppr \fr .1, .1, .1, .1, .1, .fr .I, -Nivo CRUSHED 3/4" - 1-1/2" STONE ALL AROUND /^� 504-C7� s// .Y.S. Lic. No 50467 LEACHING RINGS w REINFORCED PRECAST CONC.® Nathan orwin III 3.-0" 4000 PSI 28 DAYS a J/ (min.) 4'..,. t(min.) 5 Land Surveyor �.A.1 IIII 101111 1111.1 Ille Successor To: Stanley J. Isaksen, Jr L.S. iu E Joseph A. Ingegno L.S. GROUND WATER Title Surveys - Subdivisions - Site Plans - Construction Layou STRAW BALES OR SILT FENCE PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS SOIL STOCKPILERood P.0 Box 16 James (NOT TO SCALE) 1586 Main port, New York 11947 Jamesport, New York 11947 :i5-00. PAGE 1 OF 2 DRAINAGE SYSTEM CALCULATIONS. SURVEY OF ' ROOF AREA: 2,105 sq. ft. 2,102 sq. ft X 0.17 = 358 cu. ft. T OT 14 358 Cu. ft. / 42.2 = 8.5 vertical ft of 8' dia. leaching pool required /// J� 1 PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS MAP OF d i PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: I EASTERN SHORES DRIVEWAY AREA: 1,263 sq. ft. FILE No. 4021 FILED APRIL 27, 1964 1,263 sq. ft. X 0.17 = 215 cu. ft SITUATE 215 Cu. ft. / 42.2 = 5.0 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia X 5' high STORM DRAIN POOLS GREENPORT PROPOSED 8' DIA. X 6' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN-OFF ARE SHOWN THUS. /0 \. L TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK *yzINI E S.C. TAX No. 1000-33-03-40.3 SCALE 1 "=30' S��� •1 FEBRUARY 3, 2015 rn 0 03. . AREA = 17,370 sq. ft. LOT 5 0.399 ac. Q p v WE��\NGwPSER 155'v� 35.0 ��l Z 05--5u9 oet\c o F05W :. 4 _. NOTES. REgPR°' 1 ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM W, EXISTING ELEVATIONS ARE SHOWN THUS: 35.0 'o Cn /T‘ O 2. REFER TO FILED MAP FOR TEST HOLE DATA. 4' 1 O„ sl C-3 FENCE = ��� N 3. MINIMUM 8' LONG,ONGTIC TA4'K 3'A WIDE,lES 6' FOR 4 DEEP BEDROOM HOUSE IS 1,000 GALLONS. 'x' (1°0 ` O J G 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. F 03 �HPN•GE 0\- - /�-\1 \ ` � J1 POOL; 12' DEEP, 8' dia. /��!//� )PROPOSED EXPANSION POOL 0 W � G FENSE ,QE ,x 35.6°� rn �O-\ O-3 Opp`` W 0.6 Z a / PROPOSED LEACHING POOL "0 r T O Z /Wp.'C -o .- 2 OO'nZ% W gE0 �� �r I O 13 �Os0 ,�PRpPO \� r �/ PROPOSED SEPTIC TANK C CJ. rn 6 Iii O X13 Lt, rn - ACC -3, 5 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 12 Fh �O w O o4y OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. p z -73 a (31 p0 La �� �� 6. ADDITIONAL STRUCTURES IF ANY ARE NOT SHOWN Z ' �J o ``. N y� m DUE TO SNOW COVER ON DATE OF SURVEY. yy LOT 14 l'iP m z A\�1 cao 0 u , se , , x d � EP / / ° rI te_\ e \ ° a < ee rnO \= -•R . .•D' WITH THE MINIMUM L s C �- t a \��'{ y .••.}r.�� -. UR`. AS ESTABLISHED \ R�/E \70Y/,,I.52..\ - r a _ P 0 AND ADOPTED A O A73 04 �..id ,, 0 \ ^ 37.4 pI� • . u iE).Yt' STATE LAND o z i QI w ° 02_,, \ Q cy •aj,,__\\ �_�"i;�q►> d�L,0 VVVVV"F �1 �No rn o e o 4` w �'1- vc. 77 .i NGE v60 { Weill F' rn O / °LE lW - r �`I 2� a rst l L. iy . t- 1 - �^ r 0 Z E;OCE- N • 6'O J q 0� .O �k ' siocoD I � N.Y.S. Lic. No 50467 j O- �"\l 33.9 N UNAUTHORIZED ALTERATION OR ADDITION �'� 1 O �l �.. GE V`1TO THIS c� n 0 `� FE�,S. °3E a A 1 O SECTION 7209EOFSTHE VNEW TYORK O STATE 4' EDUCATION LAW. Nathan aft Corwin HI C. L ° Q 0 T 13 - y-A COPIES OF THIS SURVEY MAP NOT BEARING LO G THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor oP�g�\G Wp,TER TO EMBOSSEDBE A VALDLTRUELL COPYT BE CONSIDERED OS--S CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE .r TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS a AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SITE PLAN FOR STORMWATER MANAGEMENT NOTES. LANE McCANN 1 ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION PAGE 2 OF 2 SHALL BE CONFINED TO AND/ORLS GROUND DISTURBANCE SHOWN ONMIT THEOF APPROVED PLANS. DETAILS • 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD SURVEY OF LOT 14 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OFPOST (TYP.) EXTRA STRENGTH FILTER FABRIC U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REO'D. WITHOUT WIRE MESH SUPPORT 9....' MAP OF ANOFTDENCASENDDISTURBANCE SHOWN ON THE ECESSARYYETOA ENSURED ROPERRFDUNCTON,D UNTIL ALLo' MAX. O.C. SPACING " �nnno'i°p0uo 000001•�no W/THE AND REPLACED AS WIRE SUPPORT FENCE EASTERN SHORES DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING nnnoo0000�AAi000iiiii:101:4 P'i '0o'"iiii FILE No. 4021 FILED APRIL 27, 1964 TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/O WIRE SUPPORT FENCE ""'�"""'/"'"1''�""I'll'�'"'1'�11j/1j�111j�����jj'lUilll� .�_� SITUATE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE '���11101111001111 1���jjl��jjl��jjl0�j 101:Aooiioo1 IQ11 Off" • i' ° . SCREEN IS REMOVED. 01011�101100�o�,r'i�6p00;,0010 0010111�1�1'' = GREENPORT 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, O01p ±L--..,---:.—.' A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL 0001A�AA�1 ' ' -- �� TOWN OF SOUTHOLD BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT OAA�i010�A "00001111-'' I!' ' ' ' r`• I"pp''jpji jpjjj�����j11111jI1111111. SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES --- 111j1j1011111111011 ` .q SUFFOLK COUNTY, NEW YORK 010 01110�'ll - _ ATTACH FILTER FABRIC SECURELY S.C. TAX No. 1 000-33-03-40.3 SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED 041 AREAS ARE PERMANENTLY VEGETATED THE AVERAGE USEFUL LIFE / \ \ \ \\\ NOT TO SCALE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES // /%/%/ %//! \/� FEBRUARY 3, 2015 SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED \\ \\ \\'\\\/V SILT FENCE DETAILS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOT TO SCALE / L 50' MIN. / 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND - KEEP SEDIMENT BE SUFFICIENT NSITEO 5 SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES. SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO Z I 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY INSPECT AND REPAIR SILT FENCE AFTER FENCING HAY BALES AND/OR j ON THE PROPOSED RESIDENCE. SEDT STORM EVENT AND REMOSITED T SEDIMENT WHEN NECESSARY REMOVED a 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. OFF-SITT SHALL OE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. o \ 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALSI OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF w \9 FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 36" HIGH POLE (MAX.) 0 '��°y 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST 4 s SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAWHAY BALES 2"x2" STAKES 0 r o IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FLOW (TWO EACH BALE) Q� FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, IIII WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW VEGETATIVE COVER IS ESTABLISHED IF SEEDING IS IMPRACTICAL DUE TO GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING COMPACTED PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION „, �, >, \, BACKFILL hUll DRAINAGE `\ /\ \ \ \ St.O `HAY BALES AND/OR AND GROWTH. Pf 11.111 INLET SILTFENCING10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA z1i\�j\\ \\j\; �� VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER / THAN 1 SQUARE FOOT IN SIZE. _ /\ \\�,\\\/N\\ : r r: PLAN VIEW 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR N �\ /\\\/ 4" X 6" TRENCH ' ' SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF /\\.//• W/ COMPACTED111. 1 OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO j BACKFILL BALES TO BE SET THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCHL OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL ELEVATION EXISTING GRADE CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. HAYBALE BARRIER @ INLETS ROAD (NOT TO SCALE) (NOT TO SCALE) HAY BALES AND/OR SILT FENCING NOTES: CONSTRUCTION ENTRANCE BASE OF TO BE USED WHERE TOPSOIL IS NECESSARY FORCOMPACTED 3/4" STONE BLEND 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR NY.s D.OT APPROVED R.0 A. REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE FILL TO 18" MIN. ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) TEMPORARY _ ENTRANCE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. NOT TO SCALE) f ��:l►t, AND REQUIRED PERIOD OF USE. 2 ( SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) 1 FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER CO " AFT c 0- STABILIZE ENTIRE PILE ' ' 8" TRAFFIC BEARING SLAB 0" g- WITH VEGETATION OR COVER - ri1 = (max.) r 1 Z �', A ZI - PIPE FROM ROOF GUTTERS . v--;q *„ r .1. \k \i,,i. \i, \L \L e-O f I a"r r 1 P _ i �. , 1 4.0 \,.. \fr CRUSHED - 1-1/2" STONE ALL AROUND 3/4" (� / N. S. Lic. No. 50467 LEACHING RINGS • \k .1. .1. . 4110 \ ' , REINFORCED PRECAST CONC. !t f \L. \i/ \,. 3'-0" 4000 PSI ® 28 DAYS _ 3._D.. Nathan 4.=ti orwin III .b J/ (min) 4'+ (min) Land Surveyor 4A� �� ini E Successor To: Stanley J. Isaksen, Jr L.S. � � � �Oil" \k \fr ,1, .fr \i, .1, \fr � Joseph A Ingegno L.S. • STRAW BALES OR SILT FENCE GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE - OFFICES LOCATED AT MAILING ADDRESS • 1586 Main Road P O. Box 16 (NOT TO SCALE) Jamesport, New York 11947 Jamesport, New York 11947 t5—onb SURVEY OF o(0f,9 (i/� 4 LOT 14 0 LMA P OF ,,1) EASTERN SHORES / 1lFILE No, 4021 FILED APRIL 27, 1964 C).......j I SITUATE i GREENPORT TOWN OF SOUTHOLD -10B3--VE-10B3--VESUFFOLK COUNTY, NEW YORK s 01-3-1\‘1D S.C. TAX No. 1000-33-03-40.3 SCALE 1 "=30' FEBRUARY 3, 2015 MA 1, 2015 FOUNDATION LOCATION 1,3 CD _0.z ' AREA = 17,370 sq. ft. LOT 15 0o / 0.399 ac. oN DWELLING YZf USES PUBLIC WATER n55 ,' N 74°04' 10" E 155.82' o m uz FENCE ❑' rni NOTES. r CHANGE O.L. STOCKADE FENCE / k -� 1 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUMFENCE - .. /' .� .� g0.7'S. 14'E. A 1/ FOUND Cl) EXISTING ELEVATIONS ARE SHOWN THUS: 35.0 Z REBAR 0.5'W co Iti I> f m _, N5. — 4 C; ,\ 33.1' Zp -. ' z Pa ❑ �O H �1 1 ' 1 Crl CJ1 II�<~ a' ❑ VO-1 y O Zo 72.9 o C II w WAYI t.,,,,/1-7-1Nn 2.6' O n b 0-..--CONC. 5C 0 O OC O PIER m > ✓ (7 n z 2.6 nznp ❑ (TYP)m7xaj < CONC.-tea r1a D ✓ / IJ -C - m b PIER m v 0 DO 11 — 40.0- - - - N4NJ o= coNc.SB.a' f 73 121 - m O PIER N % Z C Nr 13.2' w m m ,1m u) 9 r.,, F,T, (p • F a �Tl FOUND 26.3' 40.0' — — — O�; C m PREP , .� �• 4,IM O ✓� CONC. MON. — — — . D I r '9 Z TI O z ` n C BY HE . yy . .••R0 y Ili 7:ED ° ST.. Y �, SH.� p L-ry '?3 FENCE F SUG ICY THE NEW YO- r D ; • (n L-J O.L.E./W. cn j m ' E .0 N. C CD C 41. — m D y �+; O-ri N m-I z m 7` •I� �� .l. w I- o F w p �] Z r Z +� VI- O O mr a �—I ��' 1(�I� '� f m O o 0 C) 0 m V v)% Z. ( rO O n r ... i C 1 Z m I Z ��› 1 \ 613467 so, m i u a u u u u STOCKADE FENCE f\r4FENCE A N 0.7'S. 0.3'E. O rn int A F S 74°04'10" W Nm 160.00' UNAUTHORIZED ALTERATION OR ADDITION N.Y.S. Lic. No. 50467 TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE NEW YORK STATE LOT 13 Nathan Taft Corwin III EDUCATION LAW. LACOPIES OF THIS SURVEY MAP NOT BEARING DWELLING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED USES PUBLIC WATER TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 4> • • SURIt VEY OF /7eieg/// ..... f43/6/f/ LOT 14 MAP OF EASTERN SHORES FILE No. 4021 FILED APRIL 27, 1964 SITUATE GREENPORT S'JFFC_,' ;. ,'.';;• ?F0.,icTii'='NIOFHEALTH SER1liCES TOWN OF SOUTHOLD �,��� �.,�r;��•.':' r:c,r {!JC7tD WORKS FOR SUFFOLK COUNTY, NEW YORK LY RESIDENCE S.C. TAX No. 1000-33-03-40.3 SOU-Sp Oat�--vcr �n�Lnti H.S. ilei.No. R JQ '1,S -_D Q/3 SCALE 1 "=30' Tho.•rwa'X: .._ ;;,!and vl.-.::if ;::,^iv f7.^:Tie.. -4 :_ I-catan 113V •1 ?* FEBRUARY 3, 2015 in',:' -!!'zi?FK✓Or GL.17?d tay nc.:,% ' _^•!:-!-.;-;.-/-,-, ., C:S: !cum to MAY 1, 2015 FOUNDATION LOCATION be ...y :actor,FOR A MAXIMUM QF; e';._`_'' . %. 'S. $ NOVEMBER 4, 2015 FINAL SURVEY 2.. - + � AREA = 17,370 sq. ft. LOT 15 Walter 1.14 ori P _-_-..-C.1. r"E. 0.399 ac. Ctfico of W?Ste.w tc-r.,..:na;:ierPent z DWELLING USES PUBLIC WATER ---" +`�' �" z nm mm SEPTIC SYSTEM TIE MEASUREMENTS CORNER B N 74°04' 10" E oz 1 55.82' HOUSE HOUSE FENCE off^m CHANGE O.L. - .. STOCKADE FENGE� V V f CORNER n FENCE 1 FOUND SEPTIC TANK o.7's. 1 a'E. 39' 20' REBAR 0 5'W COVER Z �w �o (n . /.- LEACHING POOL 44' 32' ✓ 1 CHIMNEY < m U' DRYWELL-- I\_ / 33.6' • •—\ mr D COVER -. O rn Z a, rn o 0 CD 1p I fA WOODV.KS z 0) _ Z2 �' 72.4' house O N 1.5' ooa STEPS N O O y u 2.6' N o y - O) /o m oo �D O mm V m Z v W00& STEEPS OP ���� 0 2.6' R° 1.5' n_ �l r�r7 d D \ W WATER SERVICE P1 JAN 1 1 ?016 f O O C N x r.D _ 4D.D_ _ ®®®_ -riti LOT >4 NJ < WOOD STOOP m m 8.5' m 1 O I 8 & STEPS > oo -`m m m 0 C D 7 I-- 13.4' mf in - tn r L J � ,r v U _---- - ` ▪ '--� DRYWELL—wl' / ,i z C _._____. F b FOUND 26 6' m m co rn 1.—. _�--Z f—C` 'ti i? PREPARED IN ACCORDANCE WITH THE MINIMUM • ✓' CONC. MON. ' z r �`'� 'i;L,.) STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Z TI O - - - ° OVERHEAD WIRES L=H n ZBY THE L.I A.L.S. AND •"'• AND ADOPTED I--r-1 FENCE ° _• N l�J O.L.E./W N < FOR SUCH USE 'E NEW Y TE LAND • C C ,- o < ' I TITLE ASSOC�• •-- NST' �� €L.: O m h m y o BELGIAN BLOGIC CURB 'I ° "�F 'i w0 N og w • B it O X . , � C. G\`, V T` -o * '� 0 / J° ✓/®\1 , o .STONE DRIVEWAY cs ISI O ti �,I 0 C r- O m %/ 1\_��-DRYWELL ° . 1 � ,%I O W r O g < • . W/DRAIN GRATE° . o 'I } L n Z o I! ~\ i • �! .481. i'. Z M ) ""-BELGIAN BLOCK CURB \OpfgH�D 6....:...�...�.........�._.t.._.-.y_ ,..._..�-_ _,.,._.._.,_,,., / _'' = . -< D a o o -- - z \ w/Rf - I m FENCE o STOCKADE FENCE jO c, S t A 0.7'S. 0.3'E. o m k :, " Y.S. c. No. 50467 S 74°04' 10" W m 160.00' UNAUTHORIZED ALTERATION OR ADDITION [3 NITO THIS SURVEY IS A VIOLATION OFCV- a SECTION 7209 OF THE NEW YORK STATE • Nathan L I +J `/- win III LOT 13 EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING DWELLING THE LAND SURVEYOR'S INKED SEAL OR Land urveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED USES PUBLIC WATER TO BEA VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 r REScheck Software Version 4.6.0 4 qi Compliance Certificate Project THE CARRINGTON Energy Code 2010 New York Energy Conservation Location Suffolk County, New York Construction Type Single-family Project Type New Construction Conditioned Floor Area 0 ft2 Glazing Area 14% Climate Zone 4 (5750 HDD) Permit Date Permit Number Construction Site Owner/Agent: Designer/Contractor McCann Lane Victor Rerisi Robert Higgins GreenPort, NY Vinnovation Assoc Robert Higgins Architect Bayville, NY 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol com �mld-1, 0.2%Better Than Code 1" , ,-, ". "^ 474 "^' ' ',^ 473 The%Better or Worse Than Code Index reflects how close to compliance the house Is based en code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies - .GroSs Acaa C. . Cont. ;GlaZIng Asiembfy - or -`ib#'D61241 ,UA''' Perimeter R-Value R-Value U-Factor Floor 1 All-Wood Joist/Truss-Over Unconditioned Space 1,468 19 0 0 0 0 047 69 Wall 1 Wood Frame, 16" o c 3,010 13 0 0 0 0 082 206 Window 1 Wood Frame Double Pane with Low-E 417 0.320 133 Door 1 Solid 20 0 050 1 Door 3 Solid 60 0 320 19 Ceiling 1 Flat Ceiling or Scissor Truss 1,259 38 0 0 0 0 030 38 Ceiling 2 Cathedral Ceiling 194 30 0 0 0 0 034 7 Compliance Statement: The proposed building design described her-A's consistent with the building plans, specifications, and other calculations submitted with the permit application The proposed b &in; . as been desi.ned to meet the 2010 New York Ene gy Cons tion struction Code r quirements in R Scheck Versi. 6 a - • o cons . with the mandatory requi ements li- ed in the check spe �Checkl' Na e -Title Signature /ate Project Title' THE CARRINGTON Report date 01/27/15 Data filename C•\Users`Admin\Documents\COPY D 1104\builders\Rerisi Victor\McCann La Grnprt\energy Page 1 of 1 mcCann La.rck * * * RECEIPT * * * Date: 03/09/15 Receipt#: 181764 Quantity Transactions Reference Subtotal 1 Septic Permit-Construct- Resid 4292 $10 00 Total Paid: $10 00 Notes: 1 i , I MAR - 9 2015 1 , , Payment Type Amount Paid By CK#8201 $10.00 Rerisi, Victor E And Gail Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Rerisi, Victor E And Gail 800 Snug Harbor Road Greenport, NY 11944 Clerk ID: BONNIED Internal ID 4292 GENERAL NOTES GENERAL FLASHING AND CAULKING NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE 2010 NEW YORK STATE FIRE PREVENTION AND BUILDING CODE EFFECTIVE DECEMBER 28,2010;WITH INCLUDES BUT NOT LIMITED PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OR CONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS Nailing ScheduIe for Lateral and Shear TO THE FOLLOWING: 2010 RESIDENTIAL CODE OF NYS, 2010 BUILDING CODE OF NYS,2010-PLUMBING CODE,FIRE CODE,MECHANICAL CODE,FUEL GAS CODE, OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEY'S,SKYLIGHTS AND WHERE SIDES OF ROOF MEET EXISTING BUILDING CODE AND PROPERTY MAINTAINED CODE OF NEW YORK STATE. ALL CODES SHALL SUPERCEDE TH DRAWINGS AND SHALL BE INCORPORATED INTO THE VERTICAL SURFACES.ALL METAL FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4"FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFS Connection requirements PLANS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. AS PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAD COATED COPPER DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA/RAKE BOARDS AND THE REFERENCE STANDARD UTILIZED:AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION OVER ALL WINDOWS,DOORS AND OPENING OR THEIR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOORS.ALL FLASHING IS LEAD COATED COPPER. BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION PRESCRIPTIVE AND ENGINEERED METHODS. THE SPECIFICATIONS,TABLES AND DETAILS SHALL BE PART OF THE DRAWINGS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. ACCEPTANCE AND/OR USE OF THESE DOCUMENTS BY THE OWNER IS ACKNOWLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN NATURE,AND HE OR HIS GENERAL WALL BOARD NOTES CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF THE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM DESIGN PROVIDE 1/2"GYP.WALL BOARD TO ALL WALLS AND CEILING UNLESS NOTED OTHERWISE.PROVIDE 5/8"MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL BATHROOMS DESCRIPTION NUMBER OF NAIL SPACING SERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. AND 5/8"CEMENT BOARD IN ALL WET AREAS. ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS,CEILINGS,DECKS,AND LEDGES TO IT IS THE SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VALID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR COMMON NAILS RECEIVE TILE OR STONE SHALL BE SET ON 5/8"CEMENT BOARD. TO STARTING ANY WORK. ROOF FRAMING r n PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT PRODUCING v THE ARCHITECT IS NOT RESPONSIBLE FOR WORK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL EQUIPMENT.PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL INTERIOR HOUSE WALLS COMMON TO GARAGES.PROVIDE ONE LAYER OF AUTHORITIES HAVING JURISDICTION INCLUDING TOWN,COUNTY,STATE,AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITED TO,BUILDING PERMIT,HISTORIC DISTRICT 5/8"APPROVED FIRE RATED GYPSUM WALL BOARD OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS.TO EXTEND 36 INCHES PAST RAFTER TO TOP PLATE(TOE NAILED) 4-8D EACH RAFTER Z PERMIT,PERMIT,PLANING AND ZONING APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY DISPOSAL ALL HEAT PRODUCING EQUIPMENT. ' CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIST GENERAL STAIR NOTE THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT IS NOT RESPONSIBLE FOR ANY J CHANGES IN THE WORK NOT IN CONFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN AND/OR DRAWN FORM. CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-16D EACH LAP _I PERMIT.) ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE W WITH R,314 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.ALL RISERS ARE CLOSED UNLESS NOTED OTHERWISE.MINIMUM HEADROOM AT STAIRS IS 6'-8"AS PER CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-16D EACH LAP ALL PLUMBING,MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO THE 2010 PLUMBING CODE,MECHANICAL CODE AND FUEL GAS CODE OF NEW YORK STATE AND ALL R311 OF THE RESIDENTIAL CODE OF NEW YORK STATE. LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MAX.RISER-8" COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-8D EACH TIE CONTRACTOR. MIN. TREAD 9"-W/O NOSE) ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT. MIN. NOSE-MAX.NOSE-3/4 OSE-11/ BLOCKING TO RAFTER(TOE NAILED) 0 344" 3-8D EACH END ALL ELECTRICAL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING MAX.NOSE RADIUS-9/16" RIM BOARD TO RAFTER(END NAILED) 2-16D EACH END JURISDICTION.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED ELECTRICIAN CONTRACTOR. GENERAL HANDRAIL AND GUARD NOTES RAFTERS TO RIDGE,VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND OF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. GUARDS SHALL BE IN ACCORDANCE WITH R.311 AND R.312 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.MAX.4"CLEAR BETWEEN VERTICAL BALUSTRADE.TOP RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTER 2 �'�/ OF ALL RAILS 36"ABOVE ADJACENT FINISH FLOOR. I..L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WORK. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING TWO OR MORE RISERS.PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 18"OR HIGHER THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICAL,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. WALL FRAMING O DIMENSIONS UNLESS INDICATED OTHERWISE. GENERAL GLAZING NOTES TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT W ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS ALL EXTERIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND GUST WIND REGION WITHIN ONE MILE OF TIDAL MEAN HIGH WATER LINES AND IN ALL AREAS OF THE 120 AND THE INDUSTRIES BEST PRACTICES,,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. MPH THREE SECOND GUST WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 AND R301 OF THE 2010 TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE _I S, ALL CONSTRUCTION SHALL BE LEVEL,PLUMB AND TRUE UNLESS INDICATED OTHERWISE.ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS RESIDENTIAL LGLAZING CODE MEETONEWTHE YORK UISTREE UNLESS NOTED OF OTHERWISE BY EXCEPTIONEIALCODED301.2.12. r n ALL GLAZING SHALL REQUIREMENTS OF R308 THE 2010 RESIDENTIAL OF NEW YORK STATE. STUD TO STUD(FACE NAILED) 2-160 24"ON CENTER V W INDICATED OTHERWISE. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF LIFE AND GENERAL EMERGENCY ESCAPE AND RESCUE NOTE HEADER TO HEADER(FACE NAILED) 16D 16"O.C. ALONG EDGES �_ PROPERTY OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM TO BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE REQUIREMENTS TOP AND B �^ W THE WORK IN ACCORDANCE WITH THE[DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR OF R310 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.CLEAR OPENING SHALL BE NO MORE THAN 44"ABOVE FINISHED FLOOR,5.7 SQ.FT. MIN.CLEAR OPENING,24" OTTOM PLATE TO STUD 2-16D(max.wall ht;10') EACH STUD V J Z F- ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORMING THE WORK, MIN.CLEAR OPENING HEIGHT AND 20"MIN.CLEAR OPENING WIDTH.GRADE FLOOR OPENINGS SHALL HAVE A MIN.CLEAR OPENING OF 5.0 SQ.FT. L TOP AND BOTTOM PLATE TO STUD 3-160(wall ht; 10'to 20') EACH STUD 0 < Ct THE ARCHITECT HAS NOT BEEN RETAINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES ARCHITECT AND USER OF THESE DOCUMENTS. BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT W O ALL CONSTRUCTION INCLUDING ALL HVAC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2010 NEW YORK STATE ENERGY CODE ALL SWIMMING POOLS,HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER APPENDIX G OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE APPROVED PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS REQUIRED. DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET7 /'1 AND THE REQUIREMENTS OF THE RES CHECK REPORT OF THESE DRAWINGS. OF END JOISTS,FACE NAILED IN LAPPED AREA 8-16D Z 0- GENERAL LIGHT,VENTILATION AND HEATING NOTES O z Z THE DESIGN OF ALL HVAC,PLUMBING,ELECTRICAL SYSTEMS,SITE WORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATORS AND ALL OTHER WORK AS NOTED IS THE CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS AND HIS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.THE USER OF THESE DOCUMENTS SHALL BE PROVIDE LIGHT,VENTILATION AND HEAT AS PER R303 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. WALL SHEATHING ATTACHMENT REQUIREMENTS a- Q U-i RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. BASED ON TABLE 3.11 OF THE 2001 EDITION CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16"o.c. along each edge O U W PRE-FAB CHIMNEYS AND VENTS MUST MEET CHAPTER 18 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. Maximum Nail spacing for 8d common nails BUILT UP CORNER STUDS 16d 24"ON CENTER fl 0 L.J. GENERAL EXCAVATION AND BACKFILLING NOTES BUILT UP GIRDERS AND BEAMS, r EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH NOTE:SAFETY GLAZING 3 - second gust wind speed @ 120(MPH) 2-INCH LUMBER LAYERS 16d ** �./ STABLE MOISTURE CONTENT AND NON-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS.THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING CAPACITY OF ONE TON PER SQUARE FOOT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING INA BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS **NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP CAPACITY OF THE SOILS ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER.THE WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. STRUCTURAL SHEATHING Stud At anel At intermediate AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH I CONTRACTOR SHALL NOT START THE WORK WHERE TEST INDICATE SOIL BEARING VALUES LESS THAN ONE TON PER SQUARE FOOT.THE CONTRACTOR SHALL BE p END AND AT EACH SPLICE RESPONSIBLE FOR THE NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY (SEE NOTE A) Spacing edges edges in field ARCHITECT. OF WALKING SURFACE OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD INTERIOR ZONE 16"o.c. 6" 12" NO BACKFILL SHALL BE PERMITTED AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO PREVENT DAMAGE TO THE OR WALKING SURFACE. WALLS. NO BACKFILL SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER POURING.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL FLOOR FRAMING J 0 CONCRETE WORK. 4-FOOT EDGE ZONE 16"o.c. 6" 6" LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. ALL DRAINAGE SHALL CONFORM TO RCNYS SECTION R401 JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST Q N THE GRADE SHALL FALL A MINIMUM OF INCHES WITHIN THE FIRST 10 FEET. ROOF SHEATHING ATTACHMENT REQUIREMENTS SHEAR WALLS 16"o.c. 3" 6" (— BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END W ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE. BASED ON TABLE 3.10 OF THE 2001 WFCM EDITION 0 Maximum Nails spacing for 8d Deformed or 8d common nails NOTE A: BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END REMOVE ALL SHRUBS,TREES AND PLANTINGS AS PER THE CLIENT.SLOPE ALL FINISHED GRADES FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE DRAINAGE AS PER p g wall sheathing within 4-feet of the corners, the 4 foot perimeter ALL LOCAL BUILDING REQUIREMENTS. edge zone attachment requirements shall be used. BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK Z 0 IN AREAS LIKELY TO HAVE EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKOWN SOIL CHARACTERISTICS,THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST O 0 A SOIL TEST RO DETERMINE THE SOIL'S CHARACTERISTICS ATA PARTICULAR LOCATION. THE TEST SHALL BE MADE BY AN APPROVED AGENCY USING APPROVED METHODS. 3 - Second gust Wind Speed @ 120 (MPH) for exterior panel siding, galvanized 10d box nails maybe substituted I— for the common nails JOIST ON LEDGER TJ BEAM(END NAILED) 3-8D EACH JOIST W , 0 GENERAL CONCRETE NOTES: SHEATHING LOCATION Spacing Atpanel At intermediate BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST W P 9 24. Windows in buildings located in Wood-Borne debris regions (areas within- I-- ,--.. ALL CONCRETE FOOTINGS,PIERS,FOUNDATION WALLS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY TEST. EXCEPT EXPOSED SLABS (SEE NOTE A) edges edges in field hurricane prone regions within 1 mile of the coastal high water BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT u) O Z GARAGE SLABS AND CONCRETE STEPS/STOOPS SHALL BE 3500 PSI @ 28 DAYS. NO ADDITIVES SHALL line were the basic winds speed is 110 milesper hour or greater BE PERMITTED TO BE ADDED TO THE MIX EXCEPT ALL CONCRETE SHALL BE AIR ENTRAINED.AIR CONTENT SHALL BE MORE THAN 5%AND NOT MORE THAN 7%OF THE p INTERIOR ZONE 12 o.c. 6 12 or 120 miles per hour as per figure R301.2 4 of the New York State NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL W Z �' 0 CONCRETE VOLUME. 16"O.C. 6" 12" p p g ( ) ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM 1157. Residential Building Code shall meet the requirements of the large SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. J J O Z ALL STEEL CONCRETE REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615. PERIMETER EDGE ZONE 12"O.C. 6" 6" test ASTM E 1996 and the ASTM E 1886 = V 0 ALL FOOTINGS SHALL BEAR ON VIRGIN, UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. referenced therein. ALL FOOTINGS SHALL BE A MINIMUM OF 36 INCHES BELOW FINAL GRADE. ALL STEP FOOTINGS SHALL NOT BE GREATER THAN 1 VERTICAL To 2 HORIZONTAL 16"o.c. 6" 6" (values are nominal design 3-second gust wind speed in miles per hour) DESCRIPTION NUMBER OF NAIL SPACING 0 I— U Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity COMMON NAILS W W U. W shall be determined by a soils investigation. (RCNYS R401.1) Fasteners for asphalt shingles shall be galvanized or stainless steel, A. EXCEPTION: I Z J C/) aluminum or copper roofing nails, minimum 12 gage shank with a Wood Structural panels with a minimum of thickness of 7/16 inch DECK CONSTRUCTION Cr) W ^u1 GENERAL GARAGE NOTES: inchand a maximum span of 8 feet shall be permitted for opening .. minimum 3/8" diameter head• the fasteners shall penetrate 3-10D THREADED NAILS OR rn CD ALL OPENINGS FROM THE GARAGE TO THE HOUSE,BASEMENT AND ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPROVED 3/4 HOUR FIRE RATED FRAME AND through the roof sheathtingand comply with ASTM F 1667 protection. Panels shall be precut to cover the glazed openings DECK RIM JOIST TO END JOIST3" v, �■/ M (3)#10 x WOOD SCREWS EACH JOIST OPENING PROTECTIVE.ALL OPENING PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OF g p y with attachment hardware provided in the table below. 10d THREADED NAILS @ 6"o.c. THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK. All asphalt shingles shall have self-seal strips or be interlocking, Label all panels and store in a clean dry area of the house. WOOD DECKING TO TOP OF RIM JOIST #10 WOOD SCREWS p 6"o.c. EACH JOIST SLOPE ALL GARAGE FLOORS TO GARAGE DOOR OPENINGS.PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAGE TO HOUSE AND BASEMENT. and comply with ASTM D 225 or ASTM D 3462 Attachments shall be provided in accordance with the table POST TO BEAM 2-1/2"OR 5/8"DIA THRU-BOLTS/WASHERS AT EACH POST as follows: GENERAL SMOKE AND CARBON MONOXIDE ALARM: For normal applications, asphalt shingles shall be secured to roof B. Fastener Schedule for wood plywood panels • ZrP" ', f'1 nPAPn"v= r SQUIRED PROVIDE SMOKE ALARM SYSTEMS AS PER R.313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.THE SYSTEM SHALL BE HARD WIRED AND INTERCONNECTED.ALL with not less than six fasteners per strip. EQUIPMENT SHALL BE APPROVED,LISTED AND IN CONFORMITY WITH NFPA 72.SMOKE ALARMS SHALL BE PROVIDED AT ALL SLEEPING AREAS,IMMEDIATELY OUTSIDE OF TABLE R301.2.1.2 ALL SCREWS, BOLTS AND NAILS USE WITH PRESERVATIVE TREATED WOOD EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS. SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. W Lo 1— PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, NOTE A: For roof and Wall Sheathing within 4-feet Of the perimeter Fastener Panel Span Panel Span Panel Span �- 0 ALL STRUCTURAL HANGERS, ANCHORS, ETC SHALL BE HOT-DIPPED GALVANIZED N z edge of the roof, include on each side of the roof peak, Type Less than or less than or less than or OR STAINLESS STEEL. $ o co GENERAL FRAMING NOTES: the 4-foot perimeter edge zone attachment requirements equal to 4 feet equal to 6 feet equal to 8' ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITH ' Z' W di BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS,STUDS,RAFTERS AND ALL FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER. shall be used. CO JQ E=1.6,MIN Fb=1000 IN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GRADE 304 OR 316., = 5 4-1/2"#6 Wood 16 inches 12 inches 9 inches c w U ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: Screw or 10d on center on center on center DECK FOOTINGS CLOSER THAN 5'-0"TO AN EXISTING EXTERIOR HOUSE WALL MUST BEAR. ' ' u) a.) ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL IN ACCORDANCE WITH THE LATEST ASTM REQUIREMENTS. FLOOR SHEATHING ATTACHMENT REQUIREMENTS Nails AT THE SAME ELEVATION AS THE FOOTING OF THE EXISTING HOUSE FOUNDATION. b.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES c.) ALL STRUCTURAL CONNECTORS,i•e. SIMPSON STRONG-TIE OR USP SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. Shall be attached with a minimum of 8d common nails spaced at a minimum of 6-inches on center on NOTE:STAINLESS STEEL SHALL BE USED WITH-IN ONE MILE OF WATER. panel edges and 12-inches on center in panel field. p 4-1/2 #8 Wood 16 inches 16 inches 12 inches CEILING SHEATHING ATTACHMENT REQUIREMENTS ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. Screws on center on center on center ''" 5d cooler nails spaced 7" on edge and 10" in field J � ( ( ' ''�`� ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS,ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN PLUMBING BIN fie/ \ .i' ' STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF THE i a.This table is based on 130 mph wind speeds and a 33-foot mean roof height. ALL PLU°.:C;i�!a WAS- : � �'�.,.._..�-..�� MANUFACTURE. b.Fasteners shall be installed at opposing ends of the wood structural panel. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA &INA i ER LIQ;=S NEE ALL PLYWOOD SHALL BE EXTERIOR GRADE(CDX)FIR UNLESS NOTED.ALL PLYWOOD SHEATHING AT ALL WALLS,FLOORS AND ROOFS SHALL BE INSTALLED ( Fasteners shall be located a minimum of 1 inch from the edge of thepanel. '''..,,e Tf3.4 rl^rG BEFOREre,, g COVE y PERPENDICULAR TO THE FRAMING.ALL PLYWOOD USED FOR SUBFLOORS SHALL BE TONGUE AND GROOVE. INSTALL ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER r', i �� �' �' SUBJECT TO DAMAGE FROM c.Fasteners shall be long enough to penetrate through the exterior wall covering / GROUND WINO SIESMIC FROST ICE SHIELD PLUMBER CEf�T/F i,'A �J ALL PLYWOOD JOINTS MINIMUM 32"WHERE POSSIBLE. and a minimum of 11/4 inches into wood wall framing and a minimum of 1-1/4 inches ��' SNOW SPEED DESIGN LINEw exposed / LOAD (MPH) DEPTH TERMITE REQUIRED FLO Q/ .,. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. into concrete block or concrete,and into steel framinga minimum of 3 threads. 1 MPH CATAGORY WEATHERING rr`AL1 CE OF O , :_3 _ t'f _ c� REQUIRED HAZAt2D R Fasteners shall be located a minimum of 21/2 inches from the edge of concrete block "....':.:77' ,. .4 ('V tis �., or concrete. "7->;;1 �.,.'W.,i 7' 'FICATc OF OC 3/, .,}� PROVIDE BRACING AT ALL FLOORS AS PER MANUFACTURERS SPECIFICATIONS. i R�Il>tt��1` ,„ r N ' 20 LBS 120 B SEVERE ,_ „ MODERATE czi t� 1/2" structural plywood 3 0 TO HEAVY YES NO S(� `,)F� f 1•�;CD IN �',�;'; 'i l p" r~..,, p d.Where screws are attached to masonryor mason /stucco the shall be attached �w/ PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL CONCENTRATED LOADS AS REQUIRED. I Ii 'i1 r.17:11 ,ntticl:rddtaonceusing vibration-resistant anchors having minimum ultimate withdrawal capacity of TABLE R30L2(1) Residential Code of NEW YORK STATE SUPPLY SYSTFP1 `,r '�1��] o PROVIDE HOT DIPPED GALVANIZED METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISE NOTED. 490 pounds. EXCEED ,� T OF . IM!?. ^ V V SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS OVER ALL BEARING WALLS AND GIRDERS. with Table R3o1.2.1.2 t - APPROVED AS NOTEDo PROVIDE APPROVED HOT DIPPED GALVANIZED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR Residential code of DESIGN LOAD INFORMATION 7/).,it- B.P. # 3/ "? IIM °' `r' Cs [1-11 SIZE AND USE UNLESS NOTED OTHERWISE. WITH THE WOOD HEADER SCHEDULE DATE / / i DO NOT PROCF Q VV H ~.Lj �'" - o NYS A. Ground Snow Load: 20 psf PING lf'�Ti.' "iJi;� =X� ' REFER TO NAILING SCHEDULE PROVIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY AF&PA 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS. NOMINAL LUMBER SIZE: SPANS: B. Rooms other than slee in LL -- 40 sf, 7/17r i3Y-' (° LOCAO .� P 9 - p DL = 10�S �r r I ;� t o°O -a C. Sleeping Rooms: LL = 30psf, DL = 10psf l OTIFY :NuAG8iLDING DEPARTMENT AT OF FQ�1i ��7a�J:« ` !0 ,�/ .� N ALL FRAMING EXPOSED TO WEATHER AND/OR IN CONTRACT WITH CONCRETE,MASONRY,STONE OR IN GROUND SHALL BE APPROVED TREATED FORTY YEAR MATERIAL. (2)2X6 UP TO 3'-0" p g p p 65 1802A v1TO 4PMFORTHE H .C, SE P RO ). ( U ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL. L D. Roof, no ceiling load: LL = 20 psf, DL = 15 sfF- ,! ,.; `� '�WINDOW UNIT p OLLOUVI'zSPECTIONS: 1.0 Qy oir) P4 FLOOR DIAPHRAGM BRACING;BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO �,��`�I, (2)2X8 3'-0"TO 6'-0" E. Roof with cathedral Ceiling: LL = 20 psf, DL = 15 pSfOl1NTION TWO REQUIR'tD „ +;� , BAYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE. ► " F. Exterior Balconies: LL = 60 sf, FOR POURED CONCRETE , s., -- , /Y+ I� (2)2X10 6'0"TO 8'0 p , k ., "; °A a ALL ENGINEERED LUMBER AND FLITCH PLATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURER'S SPECIFICATIONS. iipk ROUGH FRAPELE PL C BalNG, ,'C^ >v `_,� i G. Decks: LL = 40 psf (2)2X12 8'-0"TO 10'-0" STRAPPIPJG, ELECTRICAL &CAULKh' f 'i ...-.,0" ,.,� i; ��. H. Guardrails and Handrails: LL = 200psf �-`�`� :,,:t,,zo.:, ;�2 ALL POSTED AND CONCENTRATED LOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCTURAL MEMBER WHICH IT SUPPORTS p 3. NSULATION �.POSTS SHALL BE 4X4(NOMINAL) I. Guardrail balusters and panel fillers: LL = 50 psf � FINAL CUPJSTRUCT!ONELECTRI '_�< ,ALL POST LOADS SHALL BE CONTINUOUS TO THE TOP OF ALL STEEL GIRDERS AND TOP OF CONCRETE FOUNDATION. J. Attic without Stora e: LL - 10 sf DL = 10 sf MUST BE COMP'_ETE FOR C 0 ,,yy. `*NOTE:ALL SIZES CALLED OUT ON ANY OF g p p ALL CONSTRUCTION SHALL MEET THEtE, ,, "s� .TM x ;�, NO STRUCTURAL FRAMING MEMBERS SHALL BE PERMITTED TO BE CUT,DRILLED OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT. " " THE FOLLOWING DRAWINGS WILLK. Atticwithstorage: LL = 20psf, DL = 10psfREC'JlitEl1ENTSGFTHE CODESOr Nn�41 PLYWOOD STORM PANEL SHUTTER DETAIL SUPERCEDE THIS SCHEDULE. L. Stairs; Minimum concetrated load on stair treads �` -t�? e.. CONTINUOUS HEADER EDGE TO EDGE ASTEN SHEATHING TO fastensheathing to header "' HEADER WITH COMMON with common or galvanized OR GALVANIZEDD BOX NAILS box nails in 3"grid pattern as 20 ga metal strap j IN 3"GRID PATTERN AS SHOWN shown and 3"o.c. in all framing w/ 7 8d nails in SIMPSON H2A STUD TOP OF PLATE Detail TO RAFTER CONNECTOR _ _ _ (Studs, sills&blocking )TYPeach end TYP. \çee- . \ A & B1/2"WOOD STRUCTURAL PANEL WITH Sd NAILS @ 3"O.C. SIMPSON A23 ,� •=1, 7 (', .. a (2)ROWS ON EACH SIDE OF MIN. 12" DEEP HDR ' ANGLE EACH SIDE - WALL TO WALL STRAPPING& �..� OF HEADER W/ N TOP PLATE STRAPPING TO RAFTER ' r VERTICAL SEGMENT ON '•` .; '•' : • • . `; 4-16D NAILS EACH L ► SEE SEPARATE DETAILS THIS PAGE THE PORTAL FRAME ; -• fasten top plate to header with two (,j� WINDOW HDR II II rows of 16D sinker nails 3" o.c. TYP •z 1•5/8"0 THREADED ROD @HDU5; ga metal straTYP,METAL STRAPPING See plan for TYP. Portal 7/8"PJ THREADED ROD @HDU8; frame const. Q solid post with 14-8d nails/i: For a panel spliceAT OPENINGS N size OR use pHORIZONTALLY ATTACHED ''PLYWOD SHEATHING SHALL HAVE SOLID PLYWOOD panel edges ShaII be framin size; }g blocked and occur JOISTS@ 16"oc TOP OF SUBFLOOR •• ••.---see floor plans within 24" of mid-BLOCKING @ ALL PLYWOODEACH SIDE OF WINDOW SILL JOINTS — I I N T TOP PLAT_E MAX •••• " " 8d NAILS @ 3" 8d NAILS @ 6" height. one row of SIMPSON A23 ANGLE U.C.EDGE / IN FIELD IN PLYWOOD DETAIL A HEIGHT 16" min one story Typ. Sheathing to 2 cC IN PLYWOOD / 10' EACH SIDE OF WINDOW SILL - „�- -r r .• framing nailing is 1/2" thick wood O MINIMUM NUMBER OF JACK p 1"PLYWOOD SHEATHING EXTERIOR ** •• •• required. If 2x4 •• :: structural panel L ` STUDS AS PER WFCM TABLE"--. : o 7 blockingis used, • sheathingT 3.22F. FULL HEIGHT STUD FACE; 1"GYPSUM BOARD INTERIOR ---'' •, •, .; •:• 2 •• •. the 2x4's must be •. W REQUIREMENT FOR HEADERS / AND WINDOW SILLS AS PER w 2x4 STUDS @ 16"o.c. •• ••• �� J WFCM TABLE 3.23C&3.23D SOLID BLOCKING @ / 11060 Vt 1/2 thick woodnailed together •• ;f, e 'r @PLYWOOD JOINTS ° TRIPLE STUD MINIMUMli , structural panel with 3-16d sinkers '• TYp• V UJ N ` 0 ' / ;i sheathing :• Anchor zz HOEDOWNS IN ACCORDANCEWITH WFCM MANUAL.PROVIDE " Bolt AT ALL BUILDING CORNERS / Simpson HDU5 ••NAILING AS PER SCHEDULE, RIMJOIST each side of f v, WFCM AND DETAILS THIS PAGE. 11 • ` SIMPSON HOEDOWN HDUB TOP OF FOUNDATION �-- garage opening_ ^ < n/ W -J O SILL STRAPPING SEE TYP FOUNDATION/SILL CONST, ♦^ (SHEATHING- vJ z DETIALS ON THIS PAGE TYPICAL WALL TO **WALL SHEATHING FOR EXTERIOR FRONT SIDE) 20 GA STRAP O z FOUNDATION STRAPPING '•� ► W/7 8d NAILS SEE DETAILS THIS PAGE SHEAR WALL LENGTH SHEARWALLS SHALL BE CONTINUOUS FROM BOTTOM PLATE TO THE UPPER IN EACH END ^ < w TOP PLATE,WITH ALL PANEL EDGES 0 OVER FRAMING.BLOCKING SHALL BE TYPICAL ELEVATION TYPICAL SHEAR WALL DETAIL PROVIDED BETWEEN BAYS AT ALL PLYWOOD SEAMS ATTACHEMENTS END PORTAL END PORTAL o Ct WALL TO HEADER STRAPPING N.T.S. SHALL BE IN ACCORDANCE WITH DETAIL B WALL PANEL DETAILS BETWEEN j V 1 N.T.S. 2 WFCM MANUAL DWG-1 NOTES& DETAILS SHEETS 3 BACK SIDE GARAGE DOOR OPENINGS AND AT EACH CORNERS OF THE GARAGE. NTS 1-1/4" galv. x 20 gage AT SHEARWALL SEGMENT LOCATION OF W/5/8"ANCHOALTERNATE DU5 R BOLTS E CEILING OR 111 PROVIDE SOLID BLOCKING 8 FLOOR JOIST coil strap with (5) 8d common AT ALL CORNER SEAMS HOLDOWN .� C 0) .� DIRECTION nails in each end at each rafter. [11 ilir z TYPICAL BOTH DIRECTIONS 2-16D NAILS @ 6"oc 'I 4) O `- N 2"x4"CONTINUOUS ENDWALL—► -- AT SHEARWALL SEGMENT �� �� -0 2 o ' a LATERAL BRACE AT 6'o.c. 2X6 MCA SILL 1 n �. GROUND CONTACT w 8d COMMON NAILS 6"oc IN FIELD 4 Ft Perimeter 3 CORNER STUDS —.r`,1, , � �r;,1 „" •�• i .. C j a) = c PROVIDE STRUCTURAL RIDGES " CONNECTED TO 111 �� 1 0 TRUSS OR CEILING JOIST 8d COMMON NAILS 3'oc ON EDGES „ C C 0 0 c0 a = •- ENDWALL Z?-' 4 o.c. Zone Panel Field TRANSFER SHEAR O .0 rn + U) a' �, Each Rafter on Each side -J TYPICAL BOTH DIRECTIONS .C It, 2-10d NAILS GABLE END II TYP CONC.FND.WALL ��� °0 Q U C C -- Floor and JOISTSof Rid a to have a SEE MORE DETAILS ON DWGS 1-3 Nail spacing Nailing-See Nailing LOAD o o Z o •— a, ,� f�� Ceiling Simpson LSU skewable hanger. TYPICAL CORNER ALTERNATE Schedule Dwg-1 j - t4 C- U c) O ING / I y p g CONSTRUCTION uQ] g �� 10-8d NAI ` SEE DETAIL ABOVE 0 LOCATION � OF HOEDOWN DETAILTYPICGARAL OGE WN PLAN o Z o �; �� TYP•ANCHOR BOLT CORNER STUD T MN.T.S. � � oc v, -- 4111 +`' AT48KOC ( \ I it ( DOOR CORNERS ` °' 0) ,��. 'c Z. ATPICAL 'c0 t0 — C O t0 „�. CONNECTED TO 1 C C 5d COOLER NAILS AT 10"o.c. r� Km - - - n TRANSFER SHEAR �Ih II II to C '- .0 C ,,./ 2-BAYS IN 2"x4"BLOCK NAILED TO EACH ..z...-16 BLOCKING at 48" on center ` .: 1 2016d COMMON NAILS _. ' ` Ill BRACE WITH 4-10d NAILS ii ii Qo ' , �,0,� @ 6"oc VERTICAL Less than Look Out Blocks N „' a� cc. c�0oa GYPSUM BOAF2D WI --- MIN(3)2x CORNER STUDS 5d COOLER NAILS AT 7"o.c. 20 GAGE STRAP il SECTION A-A 2X STUDS @ 16"O.C. i for 12" HDU5 HOLDOWNS Gable End Wall W/5/8 ANCHOR BOLTS I 1.s-12"MAX TYPICAL HOLDOWN U) 10-8d NAILS END WALL BLOCKING DETAIL SEE FOUNDATION PLAN '`, N ^ II ' _1 C I END WALL STUDS FOR FLOOR AND CEILING BRACINGV 8' FOR MODEL NO. "1, 11�'''� �'" " QN.T.S. SHEAR WALL SEGMENT RAKE OVERHANE LIMITS - LOOKOUT BLOCKS W CV CEILING BRACE END WALL WFCM 20013.D5&N,N,5 NTS BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES PERPENDICULAR TO RAFTER TO RIDGE STRAP Q ROOF FRAMING MEMBERS AND FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS OF PLAN -AT CORNER HOLDOWN &SHEARWALL NTS FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER AS PER THIS DETAIL. NOTE:RIDGE STRAPS ARE NOT REQUIRED TYPICAL HOLDOWN PLAN z SIMILAR @ 1ST AND 2ND FLOOR -+-• WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 DETAIL BETWEEN GARAGE O to 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE THE GABLE END WALL.DIAPHRAGM BLOCKING ISNOT REQUIRED. 6 ARE LOH ATD IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED WITH 4-8d COMMON NAILS 8 9 DOOR OPENINGS N.T.S. V 5Ur W C TYP.EXTERIOR WALL z O z CONSTRUCTION.REMOVE `r' 111 z O SIDING AT LEDGER I I OMPOSITE RAILING J J "t7 PRIOR TO INSTALLATION MI IMPSON ABU BRACKET a Q ,,,���/// SYSTEM.VINYL RAILING V C III f I I TOP AND BOTTOM RAIL 6"or 4° FOR PT POST SIMPSON H2A a IY 1— O AND COLUMN COVER AND ALL THRESHOLD CAREFULLY TREATED at each Rafter. With �A W W LL COLUMN CAP.MEET RCNYS (8) 8d x 1-1/2 nails in Rafter CUT I Z _•) Cl) POST 2-1/2' GALVINIZED „ FLASHED&CAULKED TO COMPOSITE OR FOR CODE CARRIAGE BOLTS1/2"x12"LONG --=��/� klOi �� LENGTH V WPREVENT PRESSURE TREATED GRADE ., (6) 8dx1-1/2 nails inplate 12" Min C9 MWATER INTRUSION WOOD DECKIN I I 6X 6 TREATED POSTS ANCHORBOLTSTEEL HOEDOWN `""'" (8) 8d x 1-1/2 nails in Studiv 41Ir 11 LAG BOLTED TO JOIST ENDWALL `% - �. CONTINUOUS FLASHING EXTENDED �1>�iX � AS PER MANUFACTURES 1111 / PAST JOIST HANGER SPECIFICATIONS. CONNECTED TO CORNER STUD �� / O 1/2"DIA.GALV BOLTS W/ 24"CONCRETE PIER TRANSFER SHEAR `.. CLEAR iiiir..411%.1!__:Ailliik_ t LOCK WASHERS. TO VIRGIN SOIL GALV.DECK HANGER 2 x JOISTS I MIN 36"BELOW GRADE 1-1/4" x 20 Gage Metal Coil :�., ATTACHED PER CODE O 2-16d COMMON S liNg, 2x RIM JOIST / , NAILS 6"o.c. Strap with (7)-8d common nails w • , .- a p��� Irl ,�. in each end. catch jack studs ► 4 Use 1-1/4" Metal I cv Q wm.: , 2X P.T.LEDGER;ONE SIZE GREATER SIMPSON H2.5 AT �i� I and window or door Header. ti/' Coil Strap20 Gage with 6 U °D,n -; • - THAN JOIST AND NO GREATER EACH JOIST �/ Typical /'' 12" g N THAN THE DEPTH OF BAND JOIST P.T. POST TO CONC. PIER & FOOTINGeach side and ALL Min (6) 8d common nails p •?o .: ',•' . ATTACH TO BAND JOIST WITH I- 1/2°DIA.LAG SCREWS AT 16"OC SIMPSON BC CONNECTION COVERED PORCH NTS windows and doors. in EACH END at e + • • •. • tip of lag screw shall fully extend beyond — POST GIRDER SIMPSON ABU Installed in accordance SIMILAR @ 1ST AND 2ND FLOOR EACH Stud. C Z the inside face of the band joist. CONNECTOR NO SCALE RAFTER-TO-STUD CONNECTOR & 0 • .1., with Simpson Specifications Preservative-treated barrier required for MAXIMUM OVERHANG connectors in contact with treated wood JACK STUDS TO HEADER TIE TREATED SILL PLATE(S) ----A----A---- SHALL BE JOIST SPAN/4 NTS WALL TO WALL STRAP CIO4 1 0 LEDGER BOARD ATTACHMENT TO BAND JOIST 11 DECK AND RAILING DETAIL 12 NOTE; 8d COMMON NAILS ARE NTS c. NTS 13 14 2-1/2" LONG 15 M--4 Holdowns are required at = cv each end of a perforated 3-Corner studs __ 1-1/4" x 20 gage G-185 CID Q` shear wall. When full height connected to Hot Dipped Galvanized Strap shearwall segments meet at 3-2X 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 with 6 -8d common nails transfer shear ( ) a corner. A single holdown load 6" 1111 Framing members Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap at each stud, wrap under sill p_,3-Corner studs shall be permitted to be with (6)-8d common nails c „ with (6)-8d common nails and nail to back of each sill. connected to used to resist overturnin at each stud, wra under sill -II w to_ g 2-16d Nails TYP. HDU8 HOEDOWN p - Nail to back of each studat each stud, wrap under sill Strap may be attached OVER r,•,,,transfer shear um wforse s in bwalls aee fastened °@ 6ctions " o.c. ! w/ 20-SDS 1/4" x 2-1/2" Screws Strap be attached OVER T-and nail to back of each sill. I�� and nail to back of each sill. the plywood OR directly to E"( 1---i load 6" /� j mayo r<o< , � Strap may be attached OVERil Studs. MM as-per detail this page. �I!°1R the plywood OR directly to , , ; — the plywood OR directly to BLOCK SOLID ' _ Simpson 7/8" threaded rod _ <o = I— — I� w b bA°0 2-16d Nails / Studs. — I— Studs. BETWEEN JOISTS '� >~ @ 6" o.c. 1. TYP. HDU5 RVbolt coupler-nut and SSTB anchor ��Il li1�I1 <` _ _ N I AQ - • c10�/ HOEDOWN qiiiik, thru-box and inbed ' III NM into concrete foundation. i 1p4 < 2 Preservative-treated ► andframing Wrap Under I Simpson barrier required for FOUNDATION-SILL-STUD I At Each -� 'J5, ck ��� v 5/8" S pso q Preservative-treated STRAPPING i _---' �z� c, c"., 0 SSTB - --� connectors in contact Floor Joist �N � Anchor Bolt with treated wood barrier required for Applies to Garage Wall and III • Wrap strap under 12" r 4�. =1111 III .--� ' ,� ti :� Slab on Grade Construction —III . < sill and Nail to I * per manuf. Specs connectors in contact _ISI . ; < ' rte; 1 ail , back of Sill' :1, ` .:5.� and NYS Code with treated wood < SIMPSON H10S at \ NOTE;ALL STRAPPING SHALL to each cantilevered TYPICAL SIMPSON HDU5 CORNER HOLDOWN BEAR MIN.12"ONFACE STUD OR . -� '�r��io 4° RAFTER FACE TYPICAL joist. �r� ,���1 n/I ON CONCRETE At!D BETWEEN GARAGE OPENINGS SIMPSON HDU8 CORNER HOLDOWN FOUNDATION-SILL-STUD BOX FRAMING STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPING 16 NTS 1 NTS 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 FLOOR FRAMING STRAPPING OR MANUFACTURED FROM G185ORZ450 GALVANIZED STEEL. TYPICAL EXTERIOR WALLS 20 AT CANTILEVER FLOOR JOIST Mechanical Systems THE MECHANICAL - HVAC SYSTEMS (..D SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTERS Z 12-24 OF THE RCNYS MAINTAIN REQUIRED SEPARATION J DISTANCE FROM ALL HEAT W PRODUCING EQUIPMENT TO COMBUSTIBLE MATERIAL AS PER MANUFACTURER'S SPECIFICATIONS 62'-8" / AND THE NYS CODE. All Mechanical Equipment and >sm. / / / 'I / ....1/21-0"/ Appliances having an ignition 11-0 24-1 9-9 is'-10" / Is'-o'6" / 6'_0,x" / source shall be elevated -10 / 9-o a minimum of 18 inches above , the floor. In accordance with 2 P�/ ,J 2x6 deck. oist • 16 oc Part V, Mechanical. L.L. 2-2x5 treated girder) Section M1307.3 0 f' _ A VENTING OF EQUIPMENT I I I �"' i f `i Typ Deck lil 2x6 deck Joist e le oc Typ Deck 0 I DECK LEDGER I Footing " INSTALL IN COMPLIANCE WITI-I 2-2x6 treated irder Footing :d- SEE DWG 2 J g _ 1-_ g I FOR DET I CHAPTERS 24 FUEL CCAS, TYP HDUS - (9 u i ', '__-= — ',B ' YP HDUS �—� HOEDOWNS } _}' \--' 1 IOLDOWNS \ \ SEE DWG 2 I 1 - �Q FOR DETAILS SEE DWG 2 1 Typ., Deck 1 , „ , ,i u I n FOR DETAILS w 1 Nailer I 2 0 x 1 - N \ -0 x 1 - -a. c,� �� Ui II 0 ,c,.. 0 < ft o `-Q . Provide 5/8" TYPE 'X' 1 1 J co w `r LLJ 0 Fire Rated Gypsum wall !^ r- Board above the furnace V, 0 as per New York State Code. \ 0 z Z Ct3i4 Nour fire rated - n\ door assembly with 0 O. < W — self-closure, w/s and TYPICAL INT. FOOTING/COL '� BASEMENT �' �® 0 0 W insulated. 30" x 30" x 12" Thick, poured 4" �' ;n _ Concrete footing W/ (3) #4 Rebars Concrete Slab �r Ct U rt . ' Ea Way & 3-1/2" O.D. p LLQ -41 DROP TOP OF CONCRETE i0- C9 AS REQUIRED FOR p Diameter steel column. m \ \ SWING DOOR,SEE PLAN FOR SIZE / 1 II'-115"1 A y 36'-4 " =" I 1 - \ \ I - 3'-O" / 8'-O" / 1'-11%5" 6'-I" 1'-2" / 1'-2" -'-' '- r r�rt =---'ru Beam PocketE steel shims as req'd 173-5I1-3/4"x 9-7/2 LVo g a d1 I I -tLIP • k''-'"- 1 II In II II n I1. I I tY C N 1:.0 ` Q I I I i I n w n n n I ' I I i _ To c O U O t6 — . JL-IL II 11 1 �4 TYP HDUS HOEDOWNS •-''- --'-' '- ' ' '---7'- -' 'in o • N +r to a \ BETWEEN GARAGE ' R _1 I1 D 0 I I, a II a II \ COL O O Y 9 11 11 11 11 It m U O •- C C DOOR SEE DWG 2 (3 , \ , n u u u u I U '� .00 O. O V C .L+ 0 FOR DETAILS ["� 2x4 Frame Around the U " " " " " 0 �' O n u u� n n , -cv_ V ` '6 \ to urnderside of Jo sts. -rcase From Floor 11 �� i. •. II 'I-=,.- - I 4-.0 '� O '�O b• - Treated shoe and gyp.bd MI CO V C rn N , `r 4'-4" 13'-11 " 4'-O" 1 1 M L .O 4-÷-.0,- : ... Z / ��ti.n (a Walls.Minimum.R-13 •-- 1321 Ca `r c '� ��, ID _ ... in all wallsandR19on ( I I - - O :� co O (4 d� underside of staircase. , , to optional Stair to easement m -1 s .c o L Fr Attach railings per code. +' I __�/ I } I— a V (a O concrete stair to basement I �' I } --1 0 N in accordance with NYS Code 0 } ' -, i' --� I ---14)-----'' --• _ _ �� 0 r x Provide handrail and guard rail 0 -t I 0 �I I,-a __;__ 0 _ \ to Code and 8" concrete wall and �p ' �' _L - = O footin to virgin soil with a r % x x � g g . ri: I — I I =b m - 4" concrete Landing at Bottom. . X , x' b . r 01 N I " Ti I N X 0 - /tell UNEXCAVATED 2 " $II 01 �I I 4" poured concrete slab with O I 6x6 10/10 WWM, on compacted \ I I granular fill. Pitch slab •J_ -r'- Q I \sty_ , \ ___. �4 /ft to garage doors. -- r ' I I si til drop top of concrete I p I C I -- , _ , . a '_\ DECK LEDGER I \ --'� in p \ as required for garage \ \ SEE DWGDECK 02GER / SEE DWG 2 O z TYP Ia0U5 HOEDOWNS doors FOR DET // FOR DETco a U TYP HDUS N 4 BETWEEN GARAGE 22'-I" O ( SEE DWG 2 - �4 O W DOOR SEE DWG 2 , ,� X `Q 0 I - di `O FOR DETAILS 13" N ' FOR DETAILS 4 Y i - -1 o I n C 111 311 d '`-''"B�� \ ` 2-2X10 TREATED____, 2-2X10 TREATED I Q r 311 ft N I I I I - � L- - - - - - -1- -',I- - - - - - -:- $ 1 - - - — *I--13 ± - - -'s• - I- - Ir - - - - —r - •Q II ..s.) BM I ' ' \ \ \ \ \ PKT - \ N N \ \ Typ Covered 4 TYP HDUS Porch Footing ~alh HOEDOWNS see det on DWG-2 SEE DWG 2 FOR DETAILS 441111 c.1) pya .4 N i II r� / , / 121-8" 10-1 141-0" /21-0", E h W 2 >-4 o 23-539-3 '~ ' " ' " P.4 hrh---4 g Qtv z ;.; --;., c/ 62'-8" W O M - til 0,, A FOUNDATION PLAN TYPICAL FOUNDATION p�` `s�`D >4, co SCALE: ,/�ii = 1 i_Oii TYPICAL ANCHOR BOLT In accordance with chapter 4w``oJ`,� J If' /A�n of New York State Code. Maximum Spacing: 5/8 @ 32 on center `� ° q.t ��' 8 poured concrete wall embedment of 7" with 3" x 3" square washer. „ C.1***), * ,` . { Hold 12" off corners and hold 4" to 12" off on 16 x 8 Concrete wall 1` ' each end of each sill plate. footing, Exterior Damproofing " "G , , 2-2 x 6 treated sill plates, \l' 0/90,0 0@6_...1 As per WFCM Tables 3.2A,B&C isr y Sill seal, Termite Shield. . fd�i 0 z / f'-O" / 49'-8" / 1 STAIR HANDRAIL NOTE: GUARD RAIL NOTE: 24'-1"/ / -9" 151-, _! / Provide Handrail on at least one side Porches, balconies or raised floor W of each continuous run of treads or flight surfaces located more than 30 inches / 10'-0" / 8'-l" / e'-O" / 4'-l0'6" / 4'-lOk" / 3'-o" / el-+06" / 3'-316" / with FOUR OR MORE RISES, above the floor or grade below shall Handrail Height measured above have a railing not less than 36 inches CD stair tread nosing, shall not be less than in height. Railings shall have Top rails and 34 inches and not more than 38inches. Balusters and Bottom rails that are >1-1 All Handrails shall be continuous the full NO MORE THAN 4 INCHES APART. . 1 length of the stair from a point directly EXCEPT: the traingular openings formed above the top riser of a flight to a point by the riser, tread and bottom rail of the2 directly above the lowest riser of the flight. Guard rail at the open side of a stairway \ Venting of Equipment rt Handrails adjacent to a wall shall have a are premitted to be of such a size that a Install in compliance w/ O space of not be less than 1-1/2 inches 6 inch sphere cannot pass through. A- ‘. chapt 24 RC G2421 �- >ala between the wall and the handrail. 0 venting ofequlpment see NYS code for exceptions. Refer to Open sides of stairs with a total rise of FUJC SG�611R 4 Figure G242�.8 W NYS Code for grip size specifications, more than 30 inches above the floor or \_ \ _. 1 grade below shall have guards not less - aC0 than 34 inches in height measured C33 3052 W vertical) from the nosin of the treads. N 5-1/2" x 11-"i/8" LVL Flush 3052 \ . . . ' /2'-O _� (2) 1-3/L�il-o�{��I--��-�� %2'r J_1%,L - - — - — - — - — - 2-2x10 - C^INIIIIIIIIIII W .. \o" `) O\ i , 1 V 2-2x1¢ `° w / 0 / s - _ 0 M I ( 0 (NI N Q < Ct /�, 5'-0' /�, \ 61-216" /`1 I aro'-1116" qL j N cn W 3 � H 1,1 , �� 1 N o �� KITCHEN �' .. r - = 0 �' } ' I DINETTE 0 T- l, \ \ I \ -) :0\";" i - 9' 0' -' DEN m L � I0 OzZ.tcZ c' y 1 I \ , O j 0� W �, U - `v 7 I 5-: UL listed ,_�+► r , W N I Pre-Fab Fireplace, 3-011 ' N x _ _ , glass doors and w _ _ iv 1 Hearth extension (o CRI �+ N , ►n I O SMOKE 7 as per NYS Code \ N a_ 2 0 \ �1 `Q Q , 1 ALARM 0 r 1 .. 6) N ill i IN '1' m I 1I u r (V 1LI) 2 0 I c0 ALARM 01 1� \ 1 \ 3'_o"1 3'-O" I i _i --- 1 ' -••i O \ \ 3 -0 I // ,3112111 i\ _ N m 6'-011 al E �4 No r fire rated 2-2x10 ►-fin I Q '� 2) 1-3/4"x11-7/8" LVL FLUSH _ c a, L dor assembly - \ _ \ - 1 y c 0 C ti) o 9 wi h If-closure, ins lated. I1 al I U.15/IN �� ; Dow (2) 1-3/4"x 9-1/211 LVL _ `nLI 114 .a 2 73 { . 0, ■ ■ ■ ■ ,' oc �; c � a) �ac " , n a N,\ ��. \ N fllC C N ,O c` Q m .O / 21-11" / 3-2 3-3h / 3-3ih / 1 U \ 0 o •-, c c a'- 0 0 - . , 1� QC 0 Z o _ Y \ .,2-x-10-r-afters- 16 oc 2 x 10 rafters a 16" oc 0 -\ - . • ' r 01 -c o a 2x4 collar ties 6i 16"oc I 2x4 collar ti �1 16"oc 0 - .a? o r. � N .o c c o -a 11 11 DINING ROOM II --� 0 _ c o c' 5 v E o > 0 I1-1/8 LV� FLOOR �OIST 12 oc I II 2x4 wall LIVING ROOM �, a� - I coca) ... cin UNDER CLOSET ABOVE 1 I under stair N a) 'cam c E o 2 \ In 1 _ _ _ _ _ = TO i Q 0 = _ N F- fl.c U (0 O O- ' _ ( 0 �' I I p �' X ' O (Y L I I 0 �9 _1 - e3 0 II ' N 0 II , c'1 X iX ' Ll // ��`+ 22'-611 // r-1121-8" �, 101-01' 13'-816" 7 516" 516" i 3 11 3�s" /� 4 FOYER c`1 N cv I Pre-Fab/ Factory Built Fireplaces (2) 27 10 CLG J T5 �1 16" oc ccnn O 2 ,0 cXx `f . p \ In accordance with NYS code chapter _, _ ,1 „ -3"' POST - m , 10, factory-built fireplace inserts shall GARAGE I r`" H 2-2x12 m /1 ° o LVL \C0 m / - Q TYP .J 2-2x12 1 N be UL listed and labeled and shall be Provide 5/ Fire Rated Gypsum / \ I, i _ 1\ co m X \ I, E \ installed in accordance with the wallboard on wall and ceiling of ,E 3OC.2_2 \ _ conditions of the listing. Factory-Built garage as per code sections I —'� `" 3 e Q fireplaces shall be tested in accordance \ ____ R-102,1 and 805.1. I Were garage I \ \ w I-- with UL 127. Hearths shall be installed in abuts dwelling-use,5i8 fire rated i orcit to 0 wallboard on garage side and _ -Pere-r170 '" O Z accordance with the listing of the , „ M Fireplace & in accordance with NYS code _ fire rated wallboard on opposite S' DrawinrJ.-2 3� Q 0 �, side in accordant with code �. section RI003.9 Hearths & Hearth extension. - _ = - 4 N Q All Fireplace shall beequipped with an Q section R'102.3 In late walls common with - - U1 la N pheated areas. 1 - x11 's'� 2 2x12 n 1} -4 exterior air supply. Exterior air ducts 0 v shall be UL listed. Factory Built Chimneys l, 2-2x10 I 2-2x10 - \ -RI , V co shall be in accordance with NYS code chapter ,�_� 1�� 1 1 - ____Ns 10" SQAURE 18 (chimneys & vents). 3052 3052 ' OR ROUND POSTS C/O SEE STRAPPING DETAIL Z PAGE -1 - R602.8 Fireblocking required. Fireblocking shall be provided to cut off all concealed ~ �y..�� �y draft openings (both vertical and horizontal) and to form an effective fire barrier M�+�i between stories, and between a top story and the roof space. Fireblocking shall 6'-4" 6'-411 5'-316" 51-31, " 61-1014" 11-04" be provided in wood-frame construction in the following locations. / / / / / / CA 6,_6i, 101-5"-5II -6II -8II 10,-Z 1.41-0"" N 6 12 a 1. In concealed spaces of stud walls and partitions, including furred spaces and / / / / / / parallel rows of studs or staggered studs; as follows: 1' 1 •-+ 23'-5" 3-11-3" `.) r� E 1.1. Vertically at the ceiling and floor levels. / / / im, W o Emi 4t 1.2. Horizontally at intervals not exceeding 10 feet. / 60-8 / E,..1I— t - ct 2. At all interconnections between concealed vertical and horizontal 9'-1" Plate Height ,1461 ..l rM., spaces such as occur at soffits, drop ceilings and cove ceilings. 0 15T FLOOR PLAN p� .5 o 3. In concealed spaces between stair stringers at the top and bottom of the run. 0 , o 1 4 Enclosed spaces under stairs shall comply with Section R311.2.2. /''� l'�I < Fn 2 : SCALE: 1/4" = 11-0"ng and F, D AP�c 4. floor At plevel,with an approved enings around vents, 1pma erial to es, ducts, res resist the free passagbles and wires at e of flame e5���� hlGb' j O and products of combustion. A� A; 1430 SF ! �,,$clf A 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. A .�A : 654 SF * f4„ 6. Fireblocking of cornices of a two-family dwelling is required at the line of 4 �/. dwelling unit separation. cT� ��o ye O Smoke Detector T OF NO / co Carbon Monoxide Detector --.--- �� Refer to DWG-1 General Notes Li 0 z J —J W / /61-316"" 311-816" / 2'-6" 6'--" 6'-1016" l'-O" 10'-916" 3'-1116" CD>I° J 2Ct ► LOOR TO FLOOR HOLDOWNS; A SIMPSON HDU5 HOLDOWNS WITH0 i, 5/8" ANCHORS. PROVIDE AT ALL L >--BUILDING CORNERS 2X4 PLATE TO SIT ON TYP.HUD5 SEE DETAIL THIS PAGE W SUBLOOR FLOOR TO J FLOOR HOEDOWNS TEMP GLASS / n W 3046 3046 3046 3046 V M 3046-2 !�, \ I 1 7:st‘ ii ��ii i� II \--iii ; \IL / \ \2-2x10 2-2x10 2-2x10 \ ' I -- W U - ♦^ ..- 36" '/ 36"X"12"i = L,/J I '-0" // 2'-1" - 11' 0" \V U / sHO R ASE 12'-0 Q ,�Qf 1' / Z 316" 1* "r-o" p 0 v „ a 6Lit '-,-, --st =\c) A - • \ LU --I 0 w ItY \ a1' c BATH ,+, (,.J t�I ���L O _ Bedroom #2 ,, ,�\�`� /""1<.,,J z`�-.� o 0 o = O_ <C W 0 101. oval x I #3 �I N z 2 -4 '� \ InN IN �� _� / 3-4 /// s-4� / U it -'�� `� U. '� SO ,� 3 seto V 2'-2" Q `^ 2'_6" X p WALK-IN - - -* �1'-6"�/ N ,�. � ``'� � - ' � CLbSET101Oht •�/ -- � �� Q HALL � _c / �'6 co ai - 3-RR '� ran /`t `o ,� O RAILINCs � 2-2x10 � KNEEWALL TO ---1/---:6- er - - -�- - - - - - - - - ' .�. N moo'? , - - - - - - ' I C 'a O `�' SUPPORT RAFTERS ry N 2x12 Ric ' cp ° �' `C I HIGH ��` to —•�I--. - -_.- - — - ` " • •' - O :~• O t0 N �J ry�01 k�$ " \ PLAT xiC N ✓ - — - `.� ` ,2x10 Rafters 1(c OG • 0 ` = O a. m a 6-O �, G.- I 'a= �': >�odN 2x4 collar ties �► 16oc „ ' �Q �t o 4:flIL c' "T , RAILINGS Cr 11 \ "-r-- I * - - - - --- Bedroom #1 T' � I CO a� Qa) o . -8 2x12 RIDGE v \ 21-p 3-1/2" 4 9-1/2” LVL PLUSH __•. �` U �., p- C +- O - - TRAY CEILING U I U ` .N C .0 C) � ---�----- SET GJ AT 10'0" " �O .-E W C O y� WALK-IN \ OPEN TO I PNII CLOSETINA BELOW �� ---i ----- \J,, ` N 0 c N N ' 3-RR _ �I g'-0 3'-10 / \ A I --- `;u, co I n •c to ._. - - - — -I-- - — - — - — W. ---r 4- o cz V c E o N \/Q coo' ---� -- 'Bear rig \V +.9 cN I -- H a- CLC t0.) N O v- _� I0 BEDROOM #4 CI m,�Y �� ---�--- `�� �' eI N HIGH I \ HIGH S 1. 0 I t`' -I 1-2, I I Q� FLAT FLAT l '' o� O �'/ 12'-10" /./ 0,v0 10''O" ' �' / i m 1- 13'-8 " �� 3'h" I S_) N I 316' ,2x10 Rafters 6 16"Oc 3 " I \. 3%�" ::-.6 J \ ; I I \ KNEE WALL N` I 2x8 Ceiling Joist 16"oc ' 2x10 Raftrs 16"' .'s x �t ."� O = TO SUPPORT I 2x4 Collar tie 6 16" oc ` �� ,► cv x `4 = • t�,; CRICKET ROOF , 2x8 Ceiling Joist 6 1� \N - .� I �' _ m 2-2x10 2x4 Collar t1 �► 16" Oc ' 2-2x10 M �`.. I N r I 3046-2 2-2x�O 1, 2 - \ I 3046-2 `� \ ^\ 1 N Q TYP.HUD5 PLYWD PLANT SHELF I J 111l FLOOR TO E ~ 6E605 Ln O FLOOR TYP.HUD5 HOLDOWNS TYP.HUD5 FLOOR TO O FLOOR TO FLOOR c-1 d) FLOOR HOLDOWNS OQ HOLDOWNS N (I EACH SIDE N O } tiiQ C at A1K. co C4 4 0.0 A �V iii ,,,a .0,4 stud corner Z Simpson HDU5 N i:I with 14-Simpson w � � SDS 1/4"x2-1/2" ' wood Screws 6'-4" / 6'-9�" 5'-3�° 51-316" 6'-10%4" 1'-1�/4" L) '--� / / / / �.., w g t,_ ' ' Threaded Rod with Nuts o r/ Finger Tight plus 1/2 turn / 13'-1 " / 10'-"(" / 14'-o" / H ��/I I with a wrench gI )311-63,6" � ,-4 a`�, z z ATypcial floor system 4:3 p c 42 I ►i1 •!' ® "d I Ci C.) +_1 Simpson HDU5 2N FLOOR ELAN ti/ with 14-Simpson �� T \ .,: . SDS 1/4"x2-1/2" i i = 1 i i �Qo�`� `(0'1,��� O SCALE. 1/� 1 -O wood screws „ � ; F,. AREA: 1130 5F �''.„. TYPICAL TIE DOWN - BETWEEN 1ST & 2ND FLOOR • 1r O1DJ'o y°�'� VENT BATHROOMS IN O Smoke Detector OS”NO f 01).1 nts ACCORDANCE WITHco Carbon Monoxide Detector RCNI'S SECTION 8303.4Refer to DWG-1 General Notes 0 Z 11121 11111 11 .�� MI Ridge Vent I 111111x1 I. I MI 12 W 12 8 7 N 10 ASPHALT SHINGLES 0 Ridge Vent >I. i •S. 1.1 / TOP OF PLATE aNsNi TOP OF PLATE - \_- - / .40/NNss\ CK ME ME 111. 1 III r 111 ME I ME .1. .1. N 10 i 1.11111 LIAR ME 0 NM 111.1 ME 1 >" ■ llass W TOP OF TOP OF SUBFLOOR - , TOP OF PLATE OR J TOP OF PLATE .� -�—"- `\J 0 UmlZ _ EllIll 1111rn i1 III III LII II 1 :cm NM 111111 NI III Cf) Z i- 151•••••••••• , Ja ai --1 Q TOP OF SUBFLOOR •� �•• TOP OF SUBFLOOR CO Z Clue TOP OF FOUNDATION - . •o, TOP OF FOUNDATION II -- 1 — 0 z MIMI in In MI IIIII EN 1 Z 111:-I rl I I I r I r I I A ���,,,/// 1 L _ J L _ _ -I r 1 r 1 :' ' ( I LJ I I I I I ■ ■ ./T I 4" reinforced iii���� V` I II I I I I 1 1 I I I PC Pad on grade ( 4 I I I I I I 0 0 III 4 (maximum one Rieer) I I I L J -CZL J L J L J L J I I U Q I I I I I I II I 1 I I I Et I I I I 1,.,.j�.�� 1 I I I I 1 i I I I a. r � II I I I I 1 V TOP OF FOOTING �-- CI = I1 Iy 1J TOP OF FOOTING _I.,—.- CII- I „J I t_ I L 13 RIGI-1T ELEVATION ci REAR ELEVATION 0 SCALE: 3/16" = 11—Q,I 'CS i5 SCALE: 3/16" _ 1'_QII o 0 D IUJI!I L .c o U C- LO Vco C .2 o • O 1E to O C .0 O U C .0• 0 C C D CI) N .z?+ (0 C U -0 U C .0 C lo ' Ridge Vent � � L � o � ° � I- 2o.— o caoc I 1 O i N� 10r-011 �, -. wood 12 12 Framed 10N. N10 Chimney iii "m] Ridge Vent Cricket 2030 DH 12 Vinyl Siding a V ASPHALT SHINGLES 611 fascia TOP OF PLATE — /� Vinyl vented soffit o - - _ - - 7 _ / //••�� 2 Ridge Vent F- Ridge Vent 1�/ - — _ r - N Z - - N 12 `� —1 Q i TOP OF PLATE \ -- - N Q - - 8 - -'-`�---- 9 O — — — -' Ll.l 1 "-�-a� cn -co 2'-611x41-O'I DH =_-. _ =-_-. —" > Q 12N - - =-.. = CO W ASPHALT SHINGLES \ 1- co CTOP OF SUBFLOOR J- r—' TOP OF PLATE - �J TOP OFSUBFLOOR - IRK* I"� — 'Nr-OP OF PLATE ' r0:r• 1 �,',d r h Vinyl Siding V • /-0,-..- II� I 1 I • 1 I1 ° = CA _ _ - - - - - i _ i • • I TOP OF SUBFLOOR — i DU �- O •- TOP OF SUBFLOOR -1 U .--r r�1' --�-TOP OF FOUNDATION - - L - F=A P71,may i {. �4 r 1 ct WI .� F _ ... .,„,a®.,,. :. r,eYri-.*wr,.».s.awwwf,.... mw+..:.-:,•w;awe... ..a,es,.. 1Mil TOP OF FOUNDATION I 1 �' O011 .y M V _ -C� bn L J__ 00 I I ..-A. :.WAY+hM4Yat.s f-tN'• „-v�..M.Y„sai.:Ykw- nY/aMnln.'u,..':a1uM+x. 1 I I I 1 I I I I . -. . . i i i <, '_. ' 1 1 L J I 1 Ict I I I I I I I II I I g " oC\ P4 I 1 I I 1 I _° I FRONT ELEVATION I I I I I I II I I I I I � F: 0 I 1 1 _ TOP OF FOOTING (� I I I I I I I II I I I I I �- 0 '�/ r SCALE: 1/4" = 1 '-O” I I I I I I ^ 'J`�°� ��� LEFT ELEVATION I I I I I I I II I I I I I " TOP OF FOOTIU_ - - I L - J L _ J L _ J L -� r I - J L _, J I II I II C I r I J v?. o� oltyoe ` SCALE: 3/16 = 1 —O �� es `�.. 0 CD z / TYP. ROOF CONST. SIMPSON H2.5 W EA. RAFTER TO 41 HEADER ,I:SIMPSON BCS POST TO HEADERCONNECTOR1 >ma 2 ct 11 , Q o \ , POST TO HEADER CONNECTOR UL >... SIMPSON BSC UJ 4X4 P.T. WOOD POST THRU (.9U.1HOLLOW COLUMN HOLLOW COLUMN COVER 'e W SEE PLAN FOR SIZE V J 1'-- 0 <C Q w —J0 Ice and Water Shield consisting of v) Z CL 2-layers of underlayment cemented together or of a self-adhering 0TYPICAL ROOF CONSTRUCTION 0^^_u Z Ridge vent polymer modified bitumen sheet, Class A Asphalt Roof Shingles w/ � W ridge beam one size shall extend from the eaves edge fasteners as per NYS R905.2.6 O ' 1 larger than rafter dimension to a point at least 24 inches inside Ice &Water barrier as per NYS code- j1771v N � � �� TYP. DECK the EXTERIOR wall line of the Building. section R905. Underlayment conforming Q O Q.L. SEE PLAN FOR SIZE to ASTM D 226, Type 1 . " . ` (Note: Double underlayment is required L_ 2 CD ;•, S for Roof slopes between 2 on 12 and 4 on 12) aSIMPSON H2.5 @ r 12 Framing As per plans with 1/2" exterior EACH JOIST TO GIRDER grade, span rated structural plywood Sheathing, .a 12 C - '-� 3 -N 8 Nail to framing in accordance E 8 / / 2x4's 16" oc with the fastener schedule and uplift c o Strapping details on Drawing -2. c o c o) c tt . N V = o p SIMPSON BCS POST i . cn CAP @ EACH GIRDER TO JOIST \ TYPICAL SOFFIT CONSTRUCTION. ' R-38c O +' c V Ca c 8" overhangs-typical c o U, N Q- s'� I U U U U �j U U U �j u 11 II II 11 11 II `� E3att 6" Wood fascia & 6"Wood rake boards. _ S o o c Y 4" P.T. POST J ll U U 11 II 11 ‘ insulation Trim In aluminum or use azek or equal Q c 0 C ,C., o oAlis ' -� �������������������������� �������� - metal drip edge, solid trim r .to S c .o 0• _ � FullyVented Vinyl Soffits ° �' o i Y .c .4- � ai �' ' O• TOP OF PLATE G �+�►�� �.�� • o SIMPSON ABU STAND OFF - - } - - I Batt TYPICAL EXTERIOR WALL ca a� 'c� c"'o � cEom POST BASE WITH 1/2" ANCHOR BOLT ;� insulation II 2 x 4 Doug-Fir Wood Studs @ 16" on center. .c.. c c �0 o `o = I- Double top Plate and Single Sole Plate. INTO DECK PIER - REFER TO 2X8 LEDGER ® ® 1/2" exterior Grade - Span Rated FOUNDATION PLAN FOR SIZE LAG SCREW TO Continuous Structural plywood Sheathing. =1-‘ STUDS g 16 oc Fastened per schedule on drawing-1, SIMPSON SKEWED Bedroom1 t ec House Wraporequal. 00 HANGER • EACH RAFTER o BATHROOM Vinyl Siding. uplift Strapping installed in accordance with .---I'; WFCM 2001 manual and details on drawing-2. 12 A TOP OF SUBFLOOR 3 r ''' R-13 TYPICAL FLOOR CONSTRUCTION TOP OF PLATE — _ _ — I R-13 Batt Engineered I Josts per plans - Insulation 3/4" Plywood Span Rated Subfloor, Box mut Glued and Nailed in seam w/ -- TJI FLOOR accordance with the fastener schedule. Azek trim TYPICAL PORCH STRAPPING vinyl Soffit on �i' JOISTS Floor joists and Bridging as per NYS Code. furring strips '' 1 1 i, TYPICAL FOUNDATION CONSTRUCTION FOR HOLLOW COLUMN NTS o II LIVING ROOM DEN 1 8 3000 psi Air Entrained Poured concrete Lu a I wall on 16" x 8" Poured Concrete Wall Footing. Ln ~O DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO Exterior- Damproofing. 2- 2x6 approved o z PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. N PORCH treated Sill Plates, Sill Seal And Termite Shield. cn SEE DET TJI FLOOR Anchor bolts per Foundation Plan and WFCM 2001 N p < THIS PAGE j JOISTS Uplift Strapping per WFCM 2001 manual w TOP OF SUBFLOOR \ and details on Drawing - 1 & 2 0 5 Q - - -\- - - _ _ _ qQQQ0�RS�S Q tt fit t t QUM 11 tt ;t QQQ � z tt 1VIQQ9Q Q ttt INSULATION SCHEDULE ' uTOP OF FOUNDATION - -'�- is— Location R-value Thickness azr <� a R-19 Batt — Flat Clg R-38c 10-1/4" a _-' • Vaulted Clg R-30c 8-1/4" DECK LEDGE insulation ,p „ -',".., SEE DET ON0. Floor(unheated space) R-19 6-1/4" I I DWG 2 LVL GIRDER Floor(outside air) R-30 10" r ABU � I ,ar ,5 Exterior 2x6 walls R-19 6-1/4" v BASEMENT rrIh� lo I Exterior 2x4 walls R-13 3-1/2" V & Anchor I I H P, o a All Glazing U = .32 Bolt I Doors-less than 50% glazing U = .40 W 1 I e a CA SIDECOVER �, I TYP.BASEMENT SLAB Door-more than 50% glazing U = .32 2"MINIMUM h:t� TOP OF FOOTING 4: I E. — — — -- � 4 a r, a, a .. a a <e f� z4 L - d - o INTERIOR WALL FINISH W rh Provide 1/2" Gypsum Wall Board on ceilings 2 E and walls except basement walls & clgs and unless E E Teco all ,Joists to I-idr noted. Min 1/2" Moisture Resistant Wall Board on InT1 G strap back of Hdr ^ a.V to Poste, secure posts Ceiling and all walls in Bathrooms (humid areas) r Q+ o SIMPSON ABU POST TO CONCRETE CONNECTOR to footing with gale and 5/8" cement board on walls and ceilings in wet areas. poi .-.-i ;-. ,--4 mi poet anchors Provide Fire Rated gypsum wall wall Board located Pliii >~ .? M NTS SECT I ON 4as per code, manufacturers requirements and drawings. (cA � l - oM1 0 SCALE: 1/4" I i II V z" 1 O M hal F \O SEE DWG-14 2 FOR ,,,,,,,?,."- --------".,g,..0 ` �,�,,� STRAPPING DETAILS e,'��`�'� ::::::;A'N,,AND NAILING SCHEDS, 0 �, k