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HomeMy WebLinkAbout37530-Z �gUFFOl,f Town of Southold Annex 8/15/2013 � coG P.O.Box 1179 � z 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36449 Date: 8/15/2013 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 700 Leeton Dr, Southold, SCTM#: 473889 Sec/Block/Lot: 59.4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/28/2012 pursuant to which Building Permit No. 37530 dated 9/20/2012 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: construct a 2nd story above an existing attached garage as applied for. The certificate is issued to Fatimi,Zafar Uh&Fatimi,Khem (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0050 8/5/13 ELECTRICAL CERTIFICATE NO. 37530 5/22/13 PLUMBERS CERTIFICATION DATED 5/24/13 C hogue East Plumbing Au o e igna re J°r F Fot,r TOWN OF SOUTHOLD o�su �o BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37530 Date: 9/20/2012 Permission is hereby granted to: Fatimi, Zafar Uh & Fatimi, Khem 53 S Howells Pt Rd Bellport, NY 11713 To: construct a 2nd story above an existing attached garage as applied for At premises located at: 700 Leeton Dr, Southold SCTM # 473889 Sec/Block/Lot# 59.-1-6 Pursuant to application dated 8/28/2012 and approved by the Building Inspector. To expire on 3/22/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $521.60 CO -ADDITION TO DWELLING $50.00 Total: $571.60 Building Inspector v /V Form No.6 TOWN OF SOUTI-iOLD BUILDING DEPARTMENT �Q 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. �` Z2 — [ 2- New Construction: Old or Pre-existing Building: (check one) Location of Property: Too 0-,Wz�e � e� House No. Street Hamlet Owner or Owners of Property: .p cb- Suffolk County Tax Map No 1000, Section 6_1 Block ) Lot Subdivision Filed Map. Lot: Permit No._ "j -7 5_3Q Date of Permit. — ZZ /2-Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signat Town Hall Annex p�OSUFFO� OGy Telephone(631)765-1802 54375 Main Road c Fax (631) 765-9502 P.O. Box 1179 0 V • `F Southold, NY 11971-0959 4-4 �a roger.richertCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dr Khem Fatimi Address: 700 Leeton Drive City:Southold St: NY Zip: 11971 Building Permit#: 37530 Section: 59 Block: 1 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors 1 Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 13 Twist Lock Exit Fixtures TVSS Other Equipment: 2nd floor addition to garage, 1-exhaust fan, 3-paddle fans Notes: Inspector Signature: Date: May 22 2013 Electrical Certificate.xls s0(/T�o Town Hall Annex Telephone(G3.1).76571802 54375 Main Road Fax(63 i)76 -9502 P.O.Box 1179 G Q - • Southold,New York 1 197 1-0959 DES BUILDING DEPARTMENT ' MAY 2� 206' TOWN OF SOUTHOLD BLDG.DEPT. TOWN OF SOUTHOLD CERTIFICATION Date:......... Building Permit No. Owner: (Please print) Plumber: � f `J ,5 l �VG l� (- f ' 2 g 7 .. (Please print) I certify that the solder used in the water supply-system contains less.fhan 2/10 of 1%0. lead. (Plumbers Sigrtature) . :. Swom to before me this day of 20 13 CONNIE D.BUNCH Notary Public, County Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2�& 1 i OE SO(/l�olo o��Y�DUHIY,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU DATION 1 ST [ ] ROUGH PLBG. [ ] F UNDATIO ND [ ] INSULATION FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT 1 L) 1 REMARKS: _ DATE INSPECTO 7�- - OF SO,z_ pl�olo cOUHiY,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [N-SPECTION [ ] FO DATION 1 ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION `[ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] AL (FINAL) REMARKS: DATE f2,-f/ Y \ � INSPECTOR pF SOpr�Olo --- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY- INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION G4-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE Z` INSPECTOR It. SO�T�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - ] FOUNDATION 1ST [ ROUGH PLI3Gi. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:- DATE � '�� INSPECTOR OE SO�ryo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: D ATE INSPECTOR OF SOLl �Tyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: /:::i� ,f4 G-zee —c�)C---, DATE INSPECTOR � ® OF SOUry� cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c p DATE l ( INSPECTOR SO�lyo�o c0UNT1,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ON [ ] FRAMING /STRAPPING [ IN L � [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY I [ ] FIRE RESISTANT CONSTRUCTION [ ] FI T PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: z /I,- D 113 ATE INSPECTOR FIELD REPORT DATE COMMENTS L _ � FOUNDATION(1ST) FOUNDATION(2ND) Y o Z ROUGH FRAMING& PLUMBING 212 or INSULATION PER N.Y. ® H STATE ENERGY CORE u . Y 7A Irj • e ' c G�w ADDITIONAL COMMENTS l-1 o-1 (sec N N Q � d � OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do ou have or need the following, before applying? TOWN HALL a Board of Health SOUTHOLD, NY 11971 NN 4 sets of Building Plans TEL: (631) 765-1802 'Planning Board approval FAX: (631) 765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. 3 �� Check \ -Septic Form N1N.Y.S.D.E.C.N \"1-Trustees V C.O.Application Flood Permit Examined 20 Single&Separate Stone-Water Assessment Form Contact: Approved ,20�/� Mail to:S ( / til&LZ s Disapproved a/c U' j R� f�u�LgL- UR l fV'Y117I _ Phone: �:.�' Expiration ,20� Building Inspector APPLICATION FOR BUILDING.PERMIT Date , 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 v.0 (Signature of applicant Xr name, if a corporation) P7 RD, 8c;c C A2T I L 1_ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder � LIJ Name of owner of premises M I T A —1y (As on the tax roll or latest deed) If applicant is a corpoOt n, 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 wh' h proposed work will be done: �( `7�0, 'L �a'� j RIV sec/r l-+r�L_� / House Number Street Hamlet County Tax Map No. 1000 Section t4 739-K t Block Cl Lot Subdivision Filed Map No. Lot 4 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy KC-5 1 D rW It A L- b. Intended use and occupancy !` C S 1 D CIV%! J}I- 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A/ -A 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 Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth I q� L o c IC MAW 10. Date of Purchase o+n � Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO__/_ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES V NO 14. Names of Owner of premises ZAFPA M/ Address Phone No. 631-4 a Name of Architect 37/}k &5 ocmr^�� Address�b�,M ''" s �_ Phone No 31-76 d Name of Contractor o b —�3� W'1'b (� j�eH� Address Phone No. 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 * 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 ,y * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant - (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of Now York (S)He is the No.01BU6185050 ()uL,jified in Suffolk Geunt%f (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me thi day of 20 1,)- 0vt,"_ 1 u"\rA Notary Public Signature of App scant New York State Department of Environmental Conservation Buildin�9Q6$UNYI§T99 rook, NewYorki1790-2366 Thomas C.Jorling Zafar Farimi Commissioner Leeton Drive Date: June 28, 1993 Mattituck., NY Re: 1-4738-00789/00001-0 SCTM 1000-059-1-6 Dear Mr Farimi, Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Placement of fill or other activities landward of the existing, functional concrete sea wall is not within NYSDEC jurisdiction for Tidal Wetlands (Article 25) Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however; that no construction, sedimentation, or disturbance of :any kind may take place.seaward of t}�a -til d l .-et_ n �7� J, -ie. ict o - jy,, ,..�M...1 �....� J...� ..d 1 a..l 'bo';r�d4r}�, �aa.: iia��..�.i:cS..i:.l .ti'dv v G, without a permit'. It is your responsibility. to ensure that all necessary precautions are taken 'to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such- precautions may include miaintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 201 wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly you AS George Hammarth Deputy Regional Permit Administrator cc: M.H.P. *pF SO�jyOlo Town Hall Annex ] f Telephone(631)765-1802 54375 Main Road ax(631)765,951 e roger richerttown.souod.ny.0 P.O.Box 1179s Southold,NY 11971-0959 O • �� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: f L C -7-`1./C /,eq rJ Date: 9 3 Company Name: S G i L Name: rztn-( I-� License No.: S 7 Address: P.O Z)-' s- So v o c.0 �! Phone No.: 6 3 L /6 K/ JOBSITE INFORMATION: (Indicates required information) *Name: 7-//1?/ *Address: i-DAJ PA/ 04 *Cross Street: iE/VIV y *Phone No.: 4101�19l 7(s' l(Y! Permit No.: :?-7S' 3 D Tax Map District: 1000 Section: _ Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 70!t}� (Please Circle All That Apply) *Is job ready for inspection: YES Rough In NO Final *Do you need a Temp Certificate: YES Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION lee y fQ)2 CnP tiT- Sl,_�o,off /,0 82-Request for Inspection Form SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Oly ^ayQ June 7, 2013 BUILDING DEPARTMENT TOWN OF SOUTHOLD Zafar Uh Fatimi 53 S Howells Pt Rd Bellport, NY 11713 Re: 700 Leeton Dr, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37530 —2"d Story Addition above existing Attached Garage OF SOUTH OLD r OPERTY RECORD 'CARD E - C#,"NER-, ET VILLAGE DISTRICT SUB. LOT LX FORMER OWNER N E ACREAGE TYPE:OF'BUILDING S W fts. S ks. VL. FARM comm I IAD. V CB. I misc. LAND IMP. TOTAL DATE REMARKS Ll n 6 1) 4 6 D 76 ?q ov 3UZ 37o6 /7 B IL )4,OG E B 1_51� G CO EDITION 4, ITION/ NORMAL BELOW 'ABOV7EE7 IJ W Farm -Acre Value Per Acre Value eel C Tillable I Tillable 2 A/1 r) Tillable 3 Woodland Swampland Brushland House Plot Total TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER - STREET 7 C) VILLAGE DIST. SUB. LOT .`:�qZz /',,t dilf°' 746 !�• �.J25C, v c FORMER OWNER N E AC S W TYPE OF BUILDING o/528. RES. SEAS. VL. FARM COMM. CB. MILS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3 70 d / d'sz �:^C f1 °� Q2 Gw /J z to D p-P O.-S'u 0 / S/Y e t opt.l cv /3 6De c P ( �.Q -d J.(� s 4 Vz cone 3 z BYO o 3b Z& t ns -mdaccsso Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH s, ,Hoi";:e- Plot BULKHEAD `Tota r „\`� a""S,��s '�ils�� �� r r>.H,^,•?pax-, �.+:..��� �` } � ��L��t Y I/� ar 7 59:1-6 12/11 f - t14 M. Bldg. a,{ s s 7 Foundation Bath Extension 3 K a 3 = Basement .: loo Extension y!a 2- �g 3; � ` Ext. Was Inter or Finish S�,_ R"tyf .Extension, � �� ��. Fire Place i. Hearth/' �/ FZ71 Porch Attic �1e/z gam' Porch Rooms l st Floor 3 12 — Patio Rooms 2nd Floor Garage Ja0 �r'3 J 00 Driveway , ram, is ti p�J CREScheck Software Version 4.4.3 NJ( Compliance Certificate Project Title: Fatimi Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 700 Leeton Drive Zafar Fatimi Brett Kehl Southold,NY 11971 700 Leeton Drive DAK.Assoc LLC Southold,NY 11971 PO.Box 1675 631-286-8740 Southold,NY 11971 Compliance: Compliance:19.7%Better Than Code Maximum UA:203 Your UA:163 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. a It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. GrossCavity Cont. Assembly or or •• Perimeter • 0 270 0 1 30. . Ceiling 1:Flat Ceiling or Scissor Truss 78 60 Wall 1:Wood Frame,16"o.c. 1176 19.0 0.0 Window 1:Wood Frame:Double Pane with Low-E 153 0.290 44 Door 1:Solid 20 0.300 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 781 30.0 0.0 26 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The prop sed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 to comply with the mandatory requirements listed in the REScheck Inspection Checklist./ Name- it a Signature OF N11:W !-® DE f f 1 �1 4 FE Project Title: Fatimi Residence Report date: 09/14/12 Data filename:C:\Program Files\My Documents\REScheck\Myers\Myers\Fatimi.rck Page 1 of 4 J�'I k�•. SURVEY OF PROPER, %';� SIT UA TE SOUTHOLD 6 TOWN OF SOUTHOLD ' - SUFFOL K COUNTY , NEW YORK 6. - ' ' ' ♦� � � S . C . TAX No . 1 000 - 59 - 01 - 06 Y J I $ ♦ �O "9 GP o rO', SCALE 1 " =20' X ♦ ��(( ,ram• �\ P 9 y G N Lc `♦`'�y9T �o���, p .� CERTIFIED To: APRIL 4, 2012 \\Y/ / s.s � �C, °����� ZAFAR U. H. FATIMI % ����hb �� KHEM P. FATIMI - 5 X-E2 / / �9 AREA 31 ,263 sq. ft. 40 JbU bzJ�� 0/ /gam � � // �♦ G Q�°�° (� (TO CONC. BULKHEAD) 0.71 S CSC. / V NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM - - 0 If X 9(� 9.4 EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - -8- - - \ 8. X 8.3 j/ / ` PROPOSED CONTOUR LINES ARE SHOWN THUS: 8 2-4 \ ' , // / / ♦ F.FL.- FIRST FLOOR \se 8.0 / / G.FL.- GARAGE FLOOR j ��Q /X 8 4 9°A� TB - TOP OF BULKHEAD 10\ / // BB - BOTTOM OF BULKHEAD .`k.5 � / / TW - TOP OF WALL O� / °O 099TF BW - BOTTOM OF WALL X�Q 7' � SOT�Oys{� / / TC - TOP OF CURB 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO154H TF�p ory°o / J�,`�� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED k. ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); x ,�0� BASE FLOOD ELEVATIONS DETERMINED QOG�k- (( �O (0 C+' O ! _ P F, 'k '� 3. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOMS IS 1,000 GALLONS. G°�o`' ' / \°Fr / °°'!(L oo°�� s G�`' �° / \ 72 `o e 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP °FCF! OJ S• �P 7.5 \6 � / 1 / 4. MINIMUM LEACHING SYSTEM FOR 3 BEDROOMS IS 250 sq ft SIDEWALL AREA. o 0 4 colic 5 POOLS; 2' DEEP, 8' dia. \ e.o ti' S� rye. x / i 'S 5. MINIMUM SEPTIC TANK CAPACITIES FOR 2 BEDROOMS IS 1,000 GALLONS. 0 8.4 oG _ J 00 / / �' 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP j 87 / -syo�F�F sA 00 1 ze / / / 6. MINIMUM LEACHING SYSTEM FOR 2 BEDROOMS IS 250 sq ft SIDEWALL AREA. 4 ° / / , h 5 POOLS;; 2' DEEP, 8' dia. o / p �� (Ci jBELG/gN g L2 LOCK SQ / (� 4 5,`c,,Q X 7.5 ° PROPOSED FUTURE 50% EXPANSION POOL X I �G ,`O � NG�5 /�G ° �N. \� Q KGB' ° �' TC s a °Iq ° j / y�\`���4.8 ° 1 PROPOSED 8' DIA, X 2' DEEP LEACHING POOL Y , 8.6 TEST HOLE LCLA�V eC0 - ��' CURB\ •'a, I o / '°'.' X-y°� PROPOSED 1,000 GALLON SEPTIC TANK �05 / .F� m Q' yam✓, �s °' °°\ Tc // i ' FF s / "$ ° s.2 / �S ° ° 7. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD X / �yel. / ° OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Xs.6 a � � � ,/�Qj / 8. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND 9.1 F ,o ° e �QG .1 Q REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 4. / 7.4 T/p ' .�c�/ ' `P/ C•?�V ©�'`f, yyQ� I Ads c x / 9A � a,e a .` ��� ( � �J/��• ra'�• �b // a° . SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1 � Fti Nh /� � `�' � � � � ��/ / ° � UNAUTHORIZED ALTERATION OR ADDITION c( 7.3 X 6.2 `t��� O Fd o 2 `,. O I /� PEPMIT FOR APPROVAL OF CONS i RUCTION FORA TO THIS SURVEY IS A VIOLATION OF I 0^ '`" SECTION 72D9 OF THE NEW YORK STATE P Odd 6. - Q / /(V \( � �Q d o EDUCATION LAW. y +/ y o `Y ` 4 / ° SIN<ii.i:. t A[AHLY Fy'"10ENCE ONLY 1 C€(9S G Sj S Z 6.4 > / 4�`�' �" J �N e. . COPIES OF THIS SURVEY MAP NOT BEARING �j THE LAND SURVEYOR'S INKED SEAL OR 9p�o�Ile BOA X / `/ /-P� / QP,��d e c.. s EMBOSSED SEALTSHALL RUE NOT BE CONSIDERED TO 1 ( / / `YC I DATE 9 15 1 H.S. INDICATED HEREON SHALL RUN (� / /� / F 1 S, � � / / ,/ / �J o °. ' �<' n �✓ O� ti / / pG a' CERTIFICATIONS t ONLY TO THE PERSON FOR WHOM THE SURVEY * TEST HOLE DATA APPROVED ' " IS PREPARED, AND ON HIS BEHALF TO THE �Z0, 1% G 66. X / I //�j�// / ° < h��F`�� (TEST HOLE DUG BELMcs ONALD GEOSCIENCE ON OCTOBER 28, 2 11) TITLE FOR �19AX(FRU[s9OF DGJRvONIS LENDINGOINSTITUTIONELLIISTIEDTAL AGENCY HEREON, AND e(i iti Y �y4, / / , / / 5.9 e , " ��� a' TO THE ASSIGNEES OF THE LENDING INSTI- EXP11RES THREE YEARS FROM DAT E OF,APPROVAL TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 8 / S\ { / //°p /' ° G P a Q. Q MIXED SAND AND LOAM e °. -,..CCC\ THE EXISTENCE OF RIGHT OF WAYS RD, IF s.o / / XN �0� 4, -� _.. _� ANY, NOT HOWNTARE NOT S OF CGOUARANTEED. /yn�� / . Q � PALE BROWN FINE Abandonment O"CxiS' c7 5�ini"'Y S St us n G � k� � � TO COARSE SAND S J ,, �?1 Ii?,...� in iv / k/ ' ��`'\G EL. 0.6 C�mv�:l: c,. t tft'na�n.+7n�_J,�n..� n e 48 / -�. Q- / / 3�J0`' 5 7' i•"•'ent i' milt -.L.'m 9� !., PREPARED IN ACCORDANCE WITH THE MINIMUM 6 ` 0� / // �, / °. o ° ��Q COIL'n v 33 rC ° ij�'�` �` mi STANDARDS FOR TITLE SURVEYS AS ESTABLISHED / P t d foi-A�� i•Y isj- as roof BY THE L.I.A.L.S. AND APPROVED AND ADOPTED / / v r7 FOR SUCH SE BY-T�I NEW YORK STATE LAND WATER BROWN FINE TITLE �(ATION-1.;f 4 ea TOL COARSE SAND SWRECEIVED �! \'- / ° <� PROPOSED MAIN HOUSE SEPTIC SYSTEM DETAIL , PROPOSED GARAGE SEPTIC SYSTEM DETAIL ; / .e ,^� JUL.� � Z 5 °� HOUSE (NOT TO SCALE) GARAGE (NOT TO SCALE) , J ELEV. 9 1 1 y ELEV. 6.98' 4 g ° FINISH GRADE •� er-_^ L ^rlC?" FINISHED GRADE FINISH GRADE ! / FINISHED GRADE ELEV. 7.1' SU / E C f^`,I�''r"� ELEV. CR g ELEV. 8.0' �}li �LIJ. ::YLt.�•1'.R•£: Y (ES tC ELEV. 7.9' a e S V�ii Ir, CiE"�"t,�� Qir 4��..�i 1� >ijY 1 rl.. s�T, CAldQ N.Y.S. Lic. No. 50467 TOP EL. 6.1' -1' MIN. / TOP EL. 7.0' �'-1' MIN. TOP EL. 6.1' -1' MIN. TOP EL. 6.9' -1' MIN. MIN. 4" DIA. C IN T 6 MIN. 4" DIA. 6 SEPTIC APPROVE PIPE LEA HI LJ C IN AN ° ' '13' CLEAN SEPTIC LEACHING a TANK POOL LEACHING H G APPROVED PIPE T N APPROVED PIPE D P E SAND APPROVED PIPE TANK POOL LEACHING ° X INV. EL. min. PITCH 1/4'/1' min. PITCH 1/8"/1' W. EL. 5.3' OOL Nathan T of t Corwin INV. EL. min. PITCH 1 8" 1' POOL na 3' CLEAN" 6.4' COLLAR 5.6' min. PITCH 1/4"/1' / / INV. EL. 5.3 1` a' a INV. EL. 6.0'NV. EL. 5.9' SAND o INV. EL.INV. EL. COLLAR 5.5'5.4' 8a 8'� OBI. Z Land Surveyor DISTRIBUTION POOL OF BOT. EL. 3.6' GROUND WATER DISTRIBUTION POOL OF BOT. EL. 3.6' GROUND WATER 5 POOL SYSTEM ELEV. 0.6' 5 POOL SYSTEM ELEV. 0.6' SEPTIC TANK (1) SEP'TIC TANK 1 Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. LEACHING POOLS (5� 1. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM IS 1,000 GALLONS, LEACHING POOLS (6) 1. MINIMUM SEPTIC TANK CAPACITIES FOR 2 BEDROOMS IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7"' DELP Title Surveys - Subdivisions - Site Plans - Construction Layout 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 1. MINIMUM LEACHING SYSTEM FOR 2 BEDROOMS IS 1, MINIMUM LEACHING SYSTEM FOR 3 BEDROOM IS 250 sq ft SIDEWALL AREA. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' di°. 2. CONCRETE SHALL HAVE A MINIMUM UM Of ,E3% A STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 3. WALL THICKNESS SHALL BE A SHALL N IN A TOP THICKNESS RESIST 6" AND A BOTTOM THICKNESS sf.4". 2. LEACHING POOLS ARE , SOLID CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) PHONE (631)727-2090 Fax (631)727-1727 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A 0 2. LEA ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 4. ALL JOINTS SHALL BE SEALED SO THIAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS P.O. Box 1 6 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. .1586 Main Road ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIIC TANK AND HOUSE SHALL BE MAINTAINED. Jamesport, New York 11947 Jamesport, New York 1194 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 32-032 SURVEY OF PROPERTY SI T UA TE -ti s S OUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK r S.C. TAX No. 1000 - 59 -01 -06 d � • � L o�q�o y� SCALE 1 - -20 �� `•s�sA`�`�.o �' �� APRIL 4 2012 �e4" , n1 o� of JULY 15, 2013 FINAL SURVEY �d✓�� �� /// ,� p� �' AREA = 31 ,263 sq. ff. / Q (TO CONC. BULKHEAD) 0.718 ac. CER TIFIED TO: ZAFAR U. H. FATIMI KHEM P. FATIMI G P G� G ♦ NOTES: 1. FLOOD ZONE INFORMATION TAKEN FROM: +�� ♦ a' O ? tc+ ��' LFY� .tip FLOOD INSURANCE RATE MAP No. 36103CO154H ��` ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ♦^�•�� \ / ti� ,� ���''''t ���� Q ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); lk`Gp��? �` \\off ♦ y00o� _oe�oG� ® `�� ����' �4�� BASE FLOOD ELEVATIONS DETERMINED o .J ti/ of MCP 4 �s• C, ♦ o ti� ryk, i lss HOUSE SEPTIC SYSTEM TIE MEASUREMENTS / g , ♦ sy �OF Jr. ��J Ir �' HOUSE HOUSE CORNER © CORNER QD eE<GL" aLacK ` SEPTIC TANK 16.5' 37' CURB COVER / 0 5 d' • °• ♦ LEACHING POOL i 5� ♦ .G��. �, '� p• .d.. ... COVER 1 24 48, 00 00GJ y1.• ° { .• .' 'i d ° !J ♦ �QF'/ °• a d• �P �- We °. o"-• TEST HOLE' G�9N e40Ck. •' +/<° ��/ GARAGE SEPTIC SYSTEM TIE MEASUREMENTS GARAGE GARAGE `�i ' . #�' 9 d• r ♦ ° Q / CORNER CORNER[H] / / ? oF` e �\Qy ° °•40Pa / d: A. SEPTIC TANK 14' 21' ♦ '!� P,o a, 0 ° b.: ✓ , COVER �d y. a . •.. ` /°. . O OIOFil U`_ J0'�i1:0i LEACHING POOL id3� 12Q19 CO ER 25 28 'Pity 'T� ,;•• .a, • d � ,, I 0, W Wq� �' / ° i v / (� r, UNAUTHORIZED ALTERATION OR ADDITION P ` W UNE I d . . °• 11 LI LJ) TO THIS SURVEY IS A VIOLATION OF SECTON I / d EDUCATION LAWZ09 OF THE NEW YORK STATE 1 COPIES OF THIS SURVEY MAP NOT BEARING � � \ ` W ' / P ° THE LAND SURVEYOR'S INKED SEAL OR Ilk CIO q ry Q�' \\ ♦� ./ �e 4• ' '� TOBBESA VAUD TRUE COPY.ED SEAL SHALL BE CONSIDERED CED HEREONGSFS O LL O o \ I �� / �•°' ' : ° ° ONLY TOATHESP RSONTFOR WHOM THEE SURRVEY O�E, rd ,� �o�` \ ♦ UN TEST HOLE DATA d •p �F�' (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 28, 2011) IS S BEHALF TO THE TIT COMPANY G ND ON I GOVERNMENTAL AGENCY AND ,'A \ s ,{�/ EL 6.3' p' TONTHE GASSGNEESO OF LISTED ENDENG, AND INSTII— �p \v I ��. fig` TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. G ® \ Q / • d� '° JG� a•,d. a MIXED SAND AND LOAM THE EXISTENCE OF RIGHT OF WAYS ORD, IF ` L ANY, NOT SHOWN TARE FNOT CGUARANTEED. �q,.p,� Ay,J '� •° ••, PALE BROWN FINE .•d e' JG TO COARSE SAND SW e . J0 EL 0.6 5.7' PREPARED IN ACCORDANCE WITH THE MINIMUM / • • d�Q STANDARDS FOR TITLE SURVEYS AS ESTABLISHED I BY THE L.IALS. AND APPROVED AND ADOPTED J# / `� WATER IN FOR SUCH USE BY THE:.NEW YORK STATE LAND •� ° PALE BROWN FINE TITLE ASSOCIATION. O Z' O O� O TO COARSE SAND SW 4�.�� C�F P� /._ {_ ♦,� Z4T/ • ':a.°' \ SUFFOLKIV ��.IY FI ®� V/ ,' For, ,,.. �y , �-`- C:C:;"w"i�!`CT r SERVICES y+,-- +�• ` % � •� , I, / , P' C''•,; pF i� s i=Lf•A�R':OIRK�� 1 a.. :.>r F Al ii�Y l�, .�.`IIJ',: t- ' j d•3' roc_ s i / a �� t�2e.? 0 5 2013 .. — Ref.N0•Ul 0 — 0 os / < TI1"SeA3J_t d;sposal and%%S!er c -- `� Ins e ; c1y•ac,iiti -I v P C ed Id/or CerMied 6y tt;S Oe eS a.f%C`r i:,-l"'i'3YF)50eR ` be satisfactory FOR A JEv�n r'T�e�;Or ar a;a.., ound Y �Q MAXi,4i' " F ^i83 or,f to �LNO, Y.S. Lic. No. 50467 • I ' Nathan Taft Corwin Off(CO Of WaStewater Managem,2rt r71 Land Surveyor i Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. j n i Title Surveys — Subdivisions — Site Plans — Construction Layout i PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 g Jamesport, New York 11947 Jamesport, New York 11947 3 -753d GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION �' � - 4 - __....� .__._ 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD NEW YORK BUILDING CODE, AND General Notes: r CONTRACTOR N 0 T E S REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: 1. All studs to be Doug Fir Larch #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: A ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D °A°K ASSOCIATES LLC A.2. All structural wood shall be in accordance with the national design specifications for v�;ood construction - latest edition. residential a, commercial design •engineering•consulting B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone; [631)767-6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. We!sthampton Beach,New York 11978 fax; (631)466-3354 FIRE DEPARTMENT RULES AND REGULA71ONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT, E-Mail: CArm8888@aol.com CON-TRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 5. Erect and brace trusses in accordance to truss plate institute recommendations. De�erkoski,Arm&Kehl Associates,LLC oformerlyEast End Design Associates,LLC 2. BEFORE COMMENCING WORK, THE CO F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. OWNERSHIP & USE OF DOCUMENTS: AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS, 3. MINOR DETAILS NOT USUALLY SHOWN (OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a• All plywood shall be in accordance with the American Plywood Association ((APA.' f:pecifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the b. Plywood sheathing shall be continuous over two or more spans with grain of facf plys across supports ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE ,ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7, All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. 0 others or use in connection with any work p p (• ) # 3. DUST CONTROL: or project other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepare without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR .ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a, Framing Lumber: DF (north) No, 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WIORK. E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. ACCUMULATION. 9. Design values: 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL- CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS, DRAWINGS, AND ALL OTHER WORK THA',T MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT (OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ,ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HAARMLESS FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, I_LC, NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES ANC FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT H,IARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIIL THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS, PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIEDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ARCHITECTURAL FEATURES AND STRUCITURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, AR'M & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COS',TS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION, ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TODAMAGE FROM WINTER ICE SHIELD NEW YORK STATE ENERGY CODE SNOW DESIGN FROST LINEE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY' WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 1• degrees YES 1984/1998 G P R E S C R I PlT 11�"E DESIGN CRITERIA s DESIGN CRITERIA PRESCRIPTIVE DESIGN MINIMUM UNIFOR"A DISTRIBUTED LIVE LOADS (in pounds per square foot) USES(s) AND OCCUPANCY CLASSIFIICATION(s) USE LIVE LOAD DEAD LOAD USE OCCUPANCY i AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE APROV �A� �� ? EXTERIOR BALCONIES 60 10 SECTION 101 .4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, Be � RESIDENTIAL R-3 DECKS (f) 40 10 ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101 .4.4.1 - 101 .4.4.3 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 TYPE GROUFP ATTICS WITHOUT STORAGE (b,e) 10 10 101 .4.4.1 ADDITIONS: TIONO: � ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW �: �� - _#_ MINED V B ATTICS WITH STORAGE (b,e) 20 10 ® ®ON I' CONSTRUCTION WITHOUT REQUIRING TIHE UNALTERED PORTIONS) OF THE EXISTING OR BUILDING _ .P �I PROJECT: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 SYSTEM(S) TO COMPLY WITH CODE. �� ��� I� HEIGHT FIRE AREA ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING SLEEPING ROOMS � 4 ��^ 30 10 BUILDING SYSTEMS. I�. � � ��R�. q FATIMI HEIGHT BUILDING. I ` Tot THE VERTICAL DISTANCE STAIRS 40 (c) 10 OttE?f FROM GRADE PLANE TO UNLIMIITED AREA 101 .4.4.3 OTHER ALTERATIONS THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 c 10 WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS !! RESIDENCE OF THE HIGHEST ROOF ( ) � �T� ���� � �` SURFACE = 22'-10 " AS PER TABLE 503 APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS RETAIN STORM WATER RUNOFF AS PER SECTION 502 OF ROOF THE BUILDING CODE OF 30 10 TO THAT PORTION OF THE SYSTEM SIHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION PURSUANT TO CHAPTER236 LEETON DRIVE NEW YORK STATE. OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. OF THE TOWN CODE. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. PLUMBINGUTHOLD. NY. 11971 TOTAL HEIGHT FROM RIDGE TO GRADE 27'-6 SECTION 402 ALL PLUMBING WASTE b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. BUILDING THERMAL ENVELOPE &WATER LINES NEED ) LUMBER SPECIES AND GRADE c INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY TESTING BEFORE COVERING SCTM # 1000-59-1 -6 DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING � OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 402.1 INSULATION AND FENESTRATE (CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET PLUMBER CERTIFICATION DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. THE REQUIREMENTS OF TABLE 402.1 ('1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. ON LEA^ CONTENT BEFORE ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN CERTIFICATEOFOCCUPANCY ACCORDANCE WITH SECTION R802.10.1. SOLDER LIE,EDINWATER GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS SUPPLY SYSTEM CANNOT PLUMBING RISER DIAGRAM TABLE R402.2 EXCEED 2/10 OF 1/LEAD. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SET: ISSUED FOR: DATE: I�'�_ECT���CAL AREAS OF STRUCTURE MINIMUM SPECIFIED BASIC COMPRESSION STRENGTH (a) (fc) CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION e°! ' rr ��G'R ^y " DESCRIPTION OF WORK WEATHERING POTENTIAL BASEMENT NA t :. FIRST FLOOR ADDITION NA BEING PERFORMED SEVERE (b) 5 "I '� AYY uVCC LJ r � SECOND FLOOR 720 S Ft BASEMENT WALLS, FOUNDATIONS AND OTHER V b THIRD FLOOR NA 1 2 REPLACE NORTHERN GARAGE DOOR CONCRETE NOT EXPOSED To THE WEATHER i� 3 0,500 (c) 1`' 1 T t,�F►-9IR .��� r, SEAL: DATE: BALCONY NA WITH (3) ANDERSEN WINDOWS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE LOFT NA 2) PROVIDE NEW STAIRWELL TO NEW OF NEW YORK STATE, AND THE AMERICAN FOREST &: PAPER ASSOCIATION (AF & PA) WOOD FRAME SEPT 09, 2011 ATTIC (HOUSE)(c) NA SECOND FLOOR OVER GARAGE BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c CONSTRUCTION MANUAL WFCM` FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT NO: GRADE, EXCEPT GARAGE FLOOR SLABS ) ( ) 936-2011 ATTIC (HOUSE)(b) NA 3) PROVIDE NEW SECOND FLOOR OVER © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. GARAGE NA GARAGE WITH (2)BEDROOMS, SITTING NO SUBSTITUTIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ,0� q��,F ATTIC (GARAGE)(a) NA ROOM AND (1)BATHROOM. All Framing Hardware Shown on these Plans, BASEMENT WALLS, FOUNDATION WALL`, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Unless Otherwise Indicated, Is Simpson Strong- UNDER FEDERAL COPYRIGHT LAW. ,� y ���}-� BDK BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PLANS MAY NOT BE REPRODUCED WITHOUT �iT CHECKED BY: SCREENED PORCHES NA Tie. No Substitutions are Approved or Authorized. ' -.;� ' °s ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. .g. f * JJD SUNROOM NA 5, EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r- LU SHEET NUMBER: DECKS NA PORCHES, CARPORTS AND STEPS EXPOSED TO Due t0 the Relationships of Framing Hardware c� :.., w THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) D.A.K. ASSOCIATES LLC. m d.. M..41 z PORCH REMOVED NA SHEATHING NOTES: to the other Components of the Structure, any 2 °,r� ,� r� G JCOVERED ENTRANCE NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will RenderTHE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE `� � 'I PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. �, POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the -E S,uyy? UNCOVERED ENTRANCES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer Contractor Assuming Responsibility for (a) AT 28 DAYS PSI � 9 P Y Acceptance of these drawings does not authorize the right to build without (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBERT (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM of Health Services, Town Building Departments, DEC, FEMA, etc. (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATFTIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERK SKI, PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. © D•A•K ASSOCIATES, LLc (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION 1 - - _ _ _ USE A MINIMUM OFTWO 8 NAILS I"I T S CJ T S O DOUG FIR LARCH S0. PINE UPLIFT SIDE OF TRUSS.THIS �/J ti i FASTENERS ALLOWABLE LOADS 1'2 LOAD ° � MODEL GA UPLIFT UPLIFT ( / ) E o LATERAL WITH TOTAL FOUR /• 0 0 -- — \_ 133 160 8dx1}" COD Bd NAILS �� — �� I \ r' NO. TO AVG NAILS REF. INTO TRUSS ° o J RAFTERS/ pLTO TO TES STUDS ULT. (1 33) (160) F FZ (133& _- STU - ° - -- /' TRUSS =�= SIMPSON PROVIDE (1) HGAIOKT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION _ - p AK - WASHER SIDE F TAKE-UP U S E O CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 9130 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND - AND ON SIDE OF RAFTER D o A o K ASSOCIATES LLc PROPER INSTALLATION PROCEDURES .j residential & commercial design engineering•consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ART "x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Ed NAIL o 506 Main Street phone: �631�767-6071 MODEL GA AVG 2 REF. INTO o ° °• NO, MAX. CLEAR ULT. LFTA LFTA PLATES °Oo �� Westhampton Beach,New York 11978 faz; (631)466-3354 WIDTH SPAN L OTY DIA 1 1" 2" 2>1" 3' 3�" 1�" 2" 2�" 3 341, EIGHT ° E-Mail: CArm8888Caol.com, IN NAIL S P 4 e Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC LFTA 16 �1" 17" 381" 16-10d — 4200 1205 1400 5, 44, 85 STUD ° ° OWNERSHIP & USE OF DOCUMENTS: DO)UG-FIR LARCH / SO. PINE °O FASTENERS AILLOWABLE UPLIFT LOADS3 MODEL L AVG 10d 10d x 1j" ° These drawings and specifications including the N0. ULT. ° ideas, design and arrangements represented RODE LFTA L S T A 21 °o therein, are the property of D.A.K. ASSOCIATES, 1Od 10d x 1}" (1I33 / 160) (133) (160) LLC. No part thereof shall be copied, disclosed MTS16 1B 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 0 0 ° to others or used in connection with any work or project other than for which they have been 00 0 prepared without written consent. MTS20 20 14-10d 14-10d x 13" 3116 1000 840 1000 3, 41, 128 ART "x12 , ° ° Sirlpson Strong-Tie HGA10 LST20 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 COUPLER NUT DETAIL "E"' °° DOUG-FIR-LARCH Equal number o l °o TYPE OF DIRECTION S0. PINE CODE ALLOWABLE LOADS REF. specified nabs In MODEL CONNEC- OF LOAD N0. TION FLOOR ROOF (1133/ (100) (125) 160 each end Simpson Strong-Tie DETAIL tt KII G 515 645 670 i CS16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 1 645 670 MATERIAL DINAENSIONS FASTENERS ALLOWABLE TENSION LOADS''"'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"xl2 DEFLECTION STUD DEFLECTION CODE " MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF •°oo Is 8 — N0. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o HB SB W H B SO CL DIAS a DESIGN LOAD DESIGN o® TAKE-OUP WASHER GA GA OTY DIA 1 4" 2" 24" 3" 33" 5 " LOAD WHEN THE SILL ISED PLATEFF ° 0 0 HD2A 16 12 4a" 1 2"' 1 2'" 8" 2f" 2 12150 1555 2055 2565 2775 2775 2760 0,058 0.077 2, 43, 82 o 0 ° ART 'x12 MODEL DIMENSIONS FASTENERS iALLOWABLE UPLIFT LOADS 8 N0. AVG OF SP ODE W L STUD PLATE ULT. (133) / (160) R SP4 3A" 71" 6-10d x 14" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ,ALLOWABLE TENSION LOADS CODE 0 NO. CA W L NAILS FLOOR (133) (160) REF. 0 100 ° WORK NOTES: LSTA21 20 1 21 16-TUd 905 1205 1 1295 7, 40, 90 °o DEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MO N CA FLOOR REF. w L NAILS 100 (133) (160) Simpson Strong-Tie MSTA24 18 1 " 24 18-10d 1 1025 1 1370 1 1640 1 7, 40, 90 L U S 4 6 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L END FASTENERS SPACING REF. HD2A N0. (LENGTH L GA CUT LENGTH (TOTAL) ( )100� 133 160 2 oc. OF ROLL ( / ) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Sir'pson Strong-Tie t'6 CS16 15 14" 16 CLEAR SPAN +31 2 1650 7, 40, 90 28-8d 1235 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 0' ' DIMENSIONS I FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES ON. D -F R AR H PIN A WA OA MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA WFH B HEADERS JOISTS AVG UPLIFT FLOOR (100 ULT. SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL " 'll 10d 16d (133) (160) 10d I 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4J" 2 — 4-16d 4-16cd 6076 1140 1160 — 1000 — 1150 — 1250 7, 40, 127 DETAIL "I" STU 5.._ HUS210-2 14 3rl 9t " 2 8-16d 8-16.d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTgs"x12 8 OOUG-FIR LARCH/SO. PINE ALLOWABLE A S SIMPSON MODEL FASTENERS AVG UPLIFT LATERAL CODE -UP WASHER No, GA ULT. (133/160) REF. TO RAFTERS TO PLATES TO STUDS; (133) 1 (160) F F2 160 HGA10KT 14 4-SDSJ"x1J" 4-SDSJ"x3" 1 1523 435 1 435 1165 940 USE A MINIMUM OF S P 4 C N U P ° COUPLER NUT TWO Bd NAILS THIS S P 4 STU 8 - SIDE OF TRUSS, CNW- COUPLER NUT/ SIMPSON TOTAL FOUR /• 0 o SE A MINIMUM OF f STU55 LSTA21 TAKE-UP WASHER Bd NAILS TWO Bd NAILS THIS MTS16 INTO TRUSS SIDE OF TRUSS, MTS16 ° ° SIMPSON SIMPSON Strong-Tie TOTAL FOUR /. 0 HD2A °°° TAKE-UP WASHER 8d TRUSS L S T A 21 INTOSS H U Sg210-2 ° ==_ TWO FI PROJECT: 8 AIL °o TO ` PLATES °®o "EIG TWO ANCHOR BOLTS HT ° ° 8d NAILS 8d NAIL o INTO INTO ° DETAIL "A" FATIMI STUD Simpson Strong-Tie PLATES °0° H7 EIGHT / 8d NAILS m ® DETAIL "D" DETAIL "G" DETAIL STUD Siirapson Strong-Tie HI7 RESIDENCE LFTA o Simpson Strong-Tie LFTA ROD SYSTEM LFTA o LEETON DRIVE BP SOUTHOLD. NY. 11971 00 SCTM # 1000-59-1 -6 DRAWING TITLE: SIMPSON WINDLOAD LTP4 ° CHARTS & CALCULATIONS ° I & DETAIL "Ll' LTP4 STRONG-TIE DETAILS 0000 LTP4 SET: ISSUED FOR: DATE: DETAIL "C" I Simpson Strong-Tie Simon Stron Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY di Floor-to-Floor Connections MSTA36 9 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Dimensions Fasteners Allowable Tension Loads & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO MODEL (Total) FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. SEAL: DATE: LTP4 DETAIL "B" NO, GA. W L Nails SEPT 09, 2011 Floor (133) (160) LTP4 (100) (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT No: (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 936-201 1 Simpson Strong-Tie IMSTA361 16 14" 36 26-10d 1495 1995 2135 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES DRAWN BY: Floor-to-Floor Connections � raw BDK (4) SHEATHING TO BE NAILED TO TOP PLATE 1 �,�r p � , CHECKED BY: NO SUBSTITUTI❑NS JJD LySHEET NUMBER: All framing hardware shown on these pfans, '' ;, L4 unless otherwise indicated, is Simpson Strong-Tie, �T " ,� �c� �1 n No substitutions are approved or authorized, �� vL OF-ESSY'' Due to the relationships of framing hardware to the other components of the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMIES J DEERKOSKI, PE assuming responsibility for the design and © D•A•K ASSOCIATES, LLC performance of the entire system, A A A A ' I� 302 303 302 303 — —_ —3 0 0' 30 lo 9'-12" D -A K ASSOCIATES LLc —6 -6"C A21v A21v residential & commercial design •engineering•consulting „ --- ------------- I 506 Main Street Westhampton Beach,New York 11978 fax: (631)466-3354 Conic. retaining wall I I I rotund Septic Trap. Provide around Septic Trap. Provide 8" Conc. retaining wall a I I � I phone: 1 767-6071 ffi Co I I I I o p i�l I 4" Shelf to support cover. I i I I I a E-Mail: CArm8888@ool.com I 4" Shelf to support cover. I I I I W DeerkosO,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC I Provide Steel Cover over I -- ---------- ---- - _ - - /� Septic Trap Pit All ceilings and walls to be I OWNERSHIP & USE OF DOCUMENTS: Prolvide Steel Cover over covered with Type "X" Gypsum I A Septic Trap Pit o 301 301 I _ as per NYS. Code. 301 These drawings and specifications including the P P I I TO APPROVED �� I 301 I I I SCDHS SEPTIC SIYSTEM� I ideas, design and arrangements represented N I I 3 therein, are the property of D.A.K. ASSOCIATES, I 11'-4" 12'-5" 4'-11" I I �' I ILLC. No part thereof shall be copied, disclosed I I o I �.D to others or used in connection with any work or project other than for which they have been I I I Existing 3" Dia. Steel Column I I 32" 10'-82" -82" 5'-32" 3 2" prepared without written consent. on I I I I I 2'-0"x 2'-0"x 1'-0" FTG. I I ( I I I I ( 3" Waste line to be attached to the West side of the girder I N I I (2)1�xllt LVL Girder Sistere�(1)1�xllj" LVL Girder I I Existing 3" Dia, Steel Column I I I w Water Room I I on I I o ,� 2'-0"x 2'-0"x 1'-0" FTG. Stairs j I I EX. Garage Below Stairs a� Above I L-- �" EX. PSW6R -------------- M I I I a 3 Ex. Garage Foundation — —I r—— ————————————— —IN 3 I s/D s/D Note:#2 aI Remove Corner of Existing Room I I All ceilings and walls to be �i " O 2' 5 S IL31 and Wall under Stairs. I y covered with r Type "X" Gypsum Note:#2 3 4" 2 I I I i as per NYS. Code. 3 4 to 3 el Ex. Enclosed Porch I I I I I a �I(U I I 2868 ------------- h i I �rw/I �-IN Do self'�I sing r� ------------- -----------------------------------� ---- ------- - ------------ �- ------------------- Hinges EX Ps W6L ---- --------�— L----------------------- ------------------------------ Existing 9'-0"z 7'-0" - 1(U New 3" New 3" New -1(LJ Existing 9'-0"x 7'-0" Existing 9'-0"x 7'-0" Garage Door Garage Door m 2846 SM. 2846 SM. 2846 r: WORK NOTES: Garage Door Foundation to be filled in. Verify Conc. Wall and Ftg. Beneath. Existing 9'-0"x 7'-0" Garage Door (Min. 3'-0" Below Final Grade) to be Replaced with Windows -6" 11 12'-6" -6" 11' 12'-6" A I A A A FOUNDATION PLAN 302 303 302 303 FIRST FLOOR PLAN- located Note:#1 Insure there are noa floor joists Ya" = 1'-0"in area of waste lines. Ncle:#1 Insure there are no floor joists Note:#3 All smoke detectors are to be ya" = 1'-0" located in area of waste lines. Wired to furnace interlock to shut down furnace as per NYS. Code ti Noic.#2 All smoke detectors are to be hard-wire and wired together A A 302 303 3 0' 10'-32 8'-7" 8'-5" 2'-82ICU ICU I I a ~� 3046 In 3046 3046 P R OIJ ECT: ^+I(U "n TIM I 12'-3" 2' 14'-3" � I INSURE ALL PLUMBING VENTS ARE ON THE BACK OF HOUSE 5 1" 32" 32" 52" 2 01, Aoo CL. A\\, / INSURE ALL PLUMBING MEETS OR EXCEEDS (�Iv NYS. AND SCDHS CODES AND REGULATIONS, 3O1 New 301 ROOF I I INSURE ALL PLUMBING VENTS ARE Bedroom a LEETON DRIVE ON THE BACK OF HOUSE rI(U ~D New Sittin Room = g SOUTHOLD. NY. 11971 oM �I(U SECONNFW D FLOOR 2 oo 'V '" N0 10'-72° 32" 3,_4" 52" BADiROOM /D SCTM # 1000-59-1 - 6 ILoca Ion�of el DRAIWING TITLE: SECOND FLOOR — 1I V t /2- i7�" • = iKAttic ab � (U ^ICU �I(U IG Note:#2 ��� FLOOR PLANS , ,/z» c� c'7 aI S/D � S/D —IN j z• No N Location of I q —I N Attic Access c' a 26s8 2ss8 Z CROSS SECTIONS o New J I #1 �, SET: ISSUED FOR: DATE: U'� co p • Bedroom —ICU N N �I n M M I I FIRST FLOOR I F/L D NO # Raised Area �I� cM o' o Above Stairs � CCL, 2' with I F,A.V, I o New a 4»C. I. g M TO APPROVED o ,-4" Storage a CL. �I(U 4»C.I. SCDHS SEPTIC 1 1" Bathroom 31" •I� 5 i ro HOUSE TRAPSYSTEM SCDHS 3-" -te: 2 UP 2 APPROVED 2 2 � Shelf SEPTIC TANK 3- I SEAL: DATE: 12'-3" 2' 7�-3ro Sh If PROJECT NOT 09, 201 1 PLUMBING RISER DIAGRAM 3'-1" 3'_4" NTS Vent 936-2011 NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE �� 2846 3032 _ DRAWN BY: RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG ti©� "£ �- BDK 1 7 5 � � ��� CHECKED BY: 10'-52" 9'-98" 9'-88" k ?"�' G A ,�rl dry � * JJD WITH THE PLUMBING CODE OF NEW YORK STATE AND THE s SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL 30' - ' a ' ' � " SHEET NUMBER: ,: . ..: GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND A A Q �, INSTALLATION OF SANITARY DRAINAGE SYSTEMS. �•� Al 01 302 303s ,�d SECOND FLOOR PLAN DOB NUMBER: OF Note:#1 Insure there are no floor joists Note:#3 All smoke detectors are to be Ya" located in area of waste lines. Wired to furnace interlock to shut down JAMES J DEERKOSKI, PE Note:#2 All smoke detectors are to be furnace as per NYS. Code © DI-A-K ASSOCIATES, LLc hard-wire and wired together LIu-Lit f - ✓ D a A a K ASSOCIATES LLC residential & commercial design •engineering o consulting 506 Main Street phone: l631)767-6071 Westhampton Beach,New York 11978 fax: (631�466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the J ideas, design and arrangements represented J1Lll_LLLLI�I L11 �� III LI II1�� therein, are the property of D.A.K. ASSOCIATES, LL IL I ILL1 W fl II II I II II LLC. No part thereof shall be copied, disclosed II 1111 II II 11 II I_ to others or used in connection with any work LLI IL ILW L�1 ILI LI ICI IU IL IL ILI IL IL ILL I II L I II U I II II III II I II II or project other than for which they have been LI II II III ILL II ILL ILA I ILI IL �I ILI IJ I�IJ IJ II J IJ II l IJ I1JLlJ II prepared without written consent. II TW2432 TW2846 — TW3046 TW3046 TW3046 idLl J� �LI ll 1 s AW31v AW31v TW2846 TW2846 TW2846 -- WORK NOTES: K EAST ELEVATION- WEST ELEVATION_ Ya" = 1'-0" Ya" = 1'-0" PROJECT: III II IL 1 11 FATIMI 11111 111111 IHII i III Hill 11111111 1111 111 111 1-,ri]51 IN 111111 11 hi I III h 1 111111 h 1 1111 1 1111 111 11 H 11 11 11 11 RESIDENCE LEETON DRIVE DHP5646 SOUTHOLD. NY. 11971 TW3046 TW3046 TW2846 TW2846 SCTM # 1000-59-1-6 DRAWING TITLE: FLOOR PLANS CROSS SECTIONS SET: ISSUED FOR: DATE: TW30310 TW30310 1W30310 SEAL: DATE: SEPT 09, 2011 PROJECT NO: 936-2011 O,F NEW DRAWN BY: NORTH ELEVATION �� �.�� h o� BDK SOUTH ELEVATION y4" V-0" JJD . �G CHECKED BY. SHEET NUMBER: LJ d o A201 DOB NUMBER: OF JAMES J DEERKOSKI, PE 0 D•A•K ASSOCIATES, LLC I- D a A a K ASSOCIATES LLC residential & commercial design •engineering •consulting 506,Main Street phone: l631)767-6071 Match Existing Roof Shingles Westhampton Beach,New York 11978 fax: (631)466-3354 30 LB Felt E-Mail: CArm8888@aol,com (provide ice and watershield at all valleys, hips, starter and ridge locations) De erkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC CDX Plywood Roof Sheathing 2"z 8" Roof Rafters - 16"oc. OWNERSHIP & USE OF DOCUMENTS: 2x 10 Ridge These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed Verify Room in Attic will Allow for the Insttallation to others or used in connection with any work .or project other than for which they have been of Propane Heating unit prepared without written consent. 20 /2x6 Strongback " CDX Sheathing 2x8's - 16"oc. Match Existing Fascia /Rakes 2'-0" Vented Soffits (Match Existing) R-30 Insulation R-30 Insulation Provide Hurricane strapping as per NYS Codel Verify all Dimensions Prior to construction (2)2x6 Top Places Verify Dimensions of stairwell prior to construction of stairs. Match Existing Siding (Verify with owner) NEWS O N D FLOOR WORK NOTES: Air Infiltration Barrier 2x6-16" oc Wall Studs 1/2" G.W.B. w/ Vapor Barrier BEDROOM I I I R-19Insulation SITTING ROOM � CDX Sheathing (Match Existing) 2x6 Studs 16"oc. Provide Fire Blocking as per NYS Code -moo 2x6 Sill CDX Subfloor CDX Subfloor My Provide Hurricane strapping _ ti as per NYS Codel 2z6 F.J. 16"oc. 2x8 Floor Joists 16"a. 2x8 Floor Joists 16i"oc. '"10J — • (2)14"x11g" LVL Girder Sistered with (1)1J"x11J" LVL Girder �� 00 R-30 Insulation % Provide Hurricane stropping '"lco as per NYS Codel • M 0:00 I o0 I �IDJ EXISTING FIRST FLOOR NOJ I a GARAGE o� GARAGE STORAGE AREA PROJECT: Insure Hurricane strapping °J FATIMI has been installed as per NYS Codel RESIDENCE I ^ L _ LEETON DRIVE SOUTHOLD. NY. 11971 SCTM # 1000-59-1 -6 E-1 DRAWING TITLE: FLOOR PLANS CROSS SECTIONS SET: ISSUED FOR: DATE: CROSS SECTION A CROSS SECTION B 301 301 SEAL: DATE: SEPT 09, 2011 PROJECT NO: _ 936-2011 �'j'Oc NCO,/Y DRAWN BY: :i3Ee 0,,� BDK `O 4' ` ? �0 CHECKED BY: a * JJD s y w SHEET NUMBER: �s _S ' 301 DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAM ES J DEERKOSKI, PE of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such © D•A•K ASSOCIATES, LLc agencies prior to construction. D a A a K ASSOCIATES LLC residential & commercial design •engineering•consulting 506 Main Street phone: 1631)767-6071 Match Existing Roof Shingles Westhampton Beach,New York 11978 fax: p (631)466-3354 30 LB Felt E-Mail: CArm8888Caol.com (provide ice and watershield at all valleys, hips, starter and ride locations 1p � P 9 Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC I" CDX Plywood Roof Sheathing 2"x 8" Roof Rafters — 16"oc. OWNERSHIP & USE OF DOCUMENTS: 2x 10 Ridge These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC, No part thereof shall be copied, disclosed Verify Room in Attic will Allow for the Installation to others or used in connection with any work of Propane Heating unit or protect other than for which they have been prepared without written consent. 2x4 Ridge Poles — 16"oc. 2x4 /2x6 Strongback CDX Sheathing� Match Existing Fascia /Rakes 2x8's — 16"oc. 2'-0" Vented Soffits (Match Existing) (2)lrx 91" LVL Header R-30 Insulation R-30 Insulation Provide Hurricane strapping — — — — — — — — — — — — — — — — — — — — —7 as per NYS Codel (2)2x6 Top Plates I I I I I I I I I I I I I I I I I I I I I I I I Match Existing Siding (Verify with owner) N E V'V SECOND F L R Air Infiltration Barrier I I I I I WORK NOTES: 2x6-16" oc Wall Studs I I I I I I I I 1/2" G.W.B. w/Vapor Barrier I I I I I I I I BATHROOM 1 1 2646 1 1 —lao DHP5646 11 2646 I I —1co I I I I I I I I M R-19 Insulation I I I SITTING ROOM " CDX Sheathing I L _ _ _ _ - - J L _ _(Match Existing) _ _ _ _ — _ _ _ — _ — J L _ _ _ _ _ _ J 2x6 Studs 16"oc. Provide Fire Blocking as per NYS Code 2x6 Sill r CDX Subfloor �� — —) I I f— — J Provide Hurricane strapping as per NYS Codel 2z8 Floor Joists 16"oc. I 2z8 Floor Joists 16"oc. I I J%. (2)1�'x11r LVL Girder Sistered with (1)lrx11r LVL Girder I�KO 1 I I I —30 Insulation R R-30 Insulation 1 I I I I I I I Provide Hurricane strapping I I I I as per NYS Codel I I 1 I I I I I I I I I I I EXISTING FIRST FLOOR r�,co I I I PROJECT: GARAGE STORAGE AREA I I I I Insure Hurricane strapping 1 I I I has been installed as per NYS Codel I I I I FATIMI ! - - - - - - - - - - - - - - - - - -�- - I I LEETON DRIVE SOUTHOLD. NY. 11971 SCTM # 1000-59-1 -6 DRAWING TITLE: FLOOR PLANS CROSS SECTIONS SET: ISSUED FOR: DATE: CROSS SECTION A SEAL: DATE: SEPT 09, 2011 (302) PROJECT NO: 936-2011 DRAWN BY: j. ODE BDK CHECKED BY: q-r JJD C t'`.'a W SHLEF NUMBER: 0 302 FESS'0°a� DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such Cal D"A"K ASSOCIATES, LLC agencies prior to construction. 3„ D a A a K ASSOCIATES LLc residential & commercial design •engineering•consulting 506 Main Street phone: (631 767-6071 Match Existing Roof Shingles Westhampton Beach,New York 11978 fax: (631 466-3354 30 LB Felt E-Mail: CArm8888@aol,com (provide ice and watershield at all valleys, hips, starter and ridge locations) Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC 21" CDX Plywood Roof Sheathing 2"x 8" Roof Rafters - 16"oc. OWNERSHIP & USE OF DOCUMENTS: 2x 10 Ridge These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed Verify Room in Attic will Allow for the Installation to others or used in connection with any work of Propane Heating unit or project other than for which they have been prepared without written consent, 2x4 Ridge Poles - 16"oc. 2x4 /2x6 Strongback " CDX Sheathing Match Existing Fascia /Rakes x8's - 16"oc. F1 H 11 1 2'-0" Vented Soffits (Match Existing) R-30 hisulation Provide Hurricane strapping as per NYS Codel (2)2x6 Top Plates Match Existing Siding (Verify with owner) NEW SECOND I- L O O R m1oo WORK NOTES: Air Infiltration Barrier cu 2x6-16" oc Wall Studs 1 1/2" G.W.B. w/Vapor Barrier .1� 00, 5'-9" 2'-64" R-19Insulation SITTING ROOM (" CDX Sheathing (Match Existing) 2x6 Studs 16"oc. Provide Fire Blocking as per NYS Code 26 Sill IN, CDX Subfloor R-30 Insulation Provide Hurricane strapping as per NYS Codel 2x8 Floor Joists 16"oc. (2)1rxllt LVL (Girder Sistered with (1)lrx11J" LVL Girder Provide Hurricane stropping NEW STAIRWELL AREA 11co as per NYS Codel i 10 Risers @8.125" V.I.F. EXISTING FIRST F OOR 4 -9 9 Treads f�925 Run V.I.F. ' 4' �� 0 0� Note: Finish Heights ore to Match 3'-5' PROJECT: GARAGE STORAGE AREA FATIMI Insure Hurricane strapping has been installed as per NYS Codel 2x8 Floor Joists 16"oc. RESIDEIRMINCE LEETON DRIVE SOUTHOLD. NY. 11971 SCTM # 1000-59-1 -6 DRAWING TITLE: FLOOR PLANS CROSS SECTIONS SET: ISSUED FOR: DATE: CROSS SECT1UA0""kN A 303 SEAL: DATE: SEPT 09, 2011 PROJECT NO: OF NEW 936-201 1 >J Y� DRAWN BY: CD C, �/f �� BDK CHECKED BY: SHLEF NUMBER: cP�O ,10 FF - A303 DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such ©1 D"A•K ASSOCIATES, uc agencies prior to construction.