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HomeMy WebLinkAbout42472-Z r�CJ�FFO[�o �0�0 cpG Town of Southold 3/27/2018 a ' P.O.Box 1179 a o g 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39574 Date: 3/27/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7475 Soundview Ave., Southold SCTM#: 473889 Sec/Block/Lot: 59.-6-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/11/2015 pursuant to which Building Permit No. 42472 dated 3/22/2018 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 unfinished basement,unfinished attic covered porch and attached two car garage as applied for. The certificate is issued to Reynolds,Gaitri of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0066 9/27/2017 ELECTRICAL CERTIFICATE NO. 40054 9/12/2017 PLUMBERS CERTIFICATION DATED 9/26/2017 J e hitecav ge A Signature �gOFco TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o. • SOUTHOLD, NY 'y.Sr01 SSS 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#: 42472 Date: 3/22/2018 Permission is hereby granted to: Reynolds, Gaitri PO BOX 1543 Mattituck, NY 11952 To: Construct a new single family dwelling as applied for per SCHD approval. Replaces BP#40054 At premises located at: 7475 Soundview Ave., Southold SCTM #473889 Sec/Block/Lot# 59.-6-11 Pursuant to application dated 3/22/2018 and approved by the Building Inspector. To expire on 9/21/2019. Fees: PERMIT RENEWAL $983.60 Total: $983.60 r 1\� ` Building Inspector TOWN OF SOUTHOLD �o�g�FED(,�co BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o . 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#: 40054 Date: 9/2/2015 Permission is hereby granted to: Bernstein, Rudolf& Folk, Daisy 15314 Sobey Rd Saratoga, CA 95070 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: :7475 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 59.-6-11 Pursuant to application dated 8/13/2015 and approved by the Building Inspector. To expire on 3/3/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,967.20 CO -NEW DWELLING $50.00 $2,017.20 Buil 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 I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. — I New Construction: v Old or Pre-existingcheck one Building: ( ) Location of Property: House No. Street Hamlet Owner or Owners of Property: GA, kT, w �n UbS Suffolk County Tax Map No 1000, Section Block 0 p Lot 1 I Subdivision Filed Map. Lot: Permit No. (�j� Date of Permit. Applicant: Health Dept. Approval: �—IU - O b 6 6 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signatur pF SOUjy®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c ® roger.richert(D_town.Southold.ny.us Southold,NY 11971-0959Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Reynolds Address: 7475 Soundview Avenue city Southold st: New York zip: 11971 Budding Permit#: 40054 Section: 59 Block: 6 Lot- 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Scharadin Electric License No: 3540-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 Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 32 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water 1-30A GFCI Recpt 7 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt 1-20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30A Emergency Fixture Time Clocks Disconnect 200A Switches 4t3 Twist Lock Exit Fixtures �] TVSS Other Equipment. 2- Combination Smoke/CO Detectors, 2- Bath Fans, 3- Paddle Fans, 3- ARC Faults Circuit Breakers. Notes: Inspector Signature: Date: September 12, 2017 0-Cert Electrical Compliance FormAs -ter. of SOU�yo� Town Hall Annex �g, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 e. Southold,NY 11971-0959 Q BUILDING DEPARTMENT D RCRDV[E TOWN OF SOUTHOLD DD _ OCT - 52017 BUILDINGDEPT. C E R T I F I C A T I O N TOWN OF SOUTHOLD Date: a� / Building Permit No. 14 � Owner: G 1,\ 9,z-9 N o Cb (Please print) Plumber: J a C �y .�Pe 9.•%� P e (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this �G � G day of , 20_/7 Notary Public, County CHRISTIE HALI&K, Notary.Pu61ie•State of New Yolk ,k`'48319&b SuffA Aun Cof�trttissiQn F.�cpire$May 31 20 L ti SObryo� , Murm,�� TOWN OF SO OLD BUILDING DEPT. 765-1802 SPECTION' [ FOUNDATION IST [ ] 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: (� u y -DATE - INSPECTORr- Z�L , qf so eou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- F HDATION IST - ROUGH PLUMBING I", FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING R E M A R K S:— �, a c/--. v C/ DATE -0,/ INSPECTOR— OF SOUjy�lo �OOUNi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] F016NDATION [ ] INSULATION [ ] FRAMING TRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c - DATE O3 Z� �� INSPECTOR ` rsf 3 0 Ll c), u TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION I ] FOUNDATION IST [Vf"ROUGH PLUMBING I "NDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLAT-tON CAULKING oor, )T!,!� REMARKS:— DATE INSPECTOR sol/,yolo - courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: DATE INSPECTOR`ti OF SOpl�olo , ��'YOOUNiY,�� TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802- INSPECTION [ ] FOUNDATION 1 ST [ ] "INSULATION GH PLUMBING [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL RICAL (FINAL) [ ] CODE VIOLA ION [ CAULKING REMARKS: DATE -INSPECTOR �% SOAeAUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION �[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: 3 /K DATE ��' INSPECTOR DL I *pF 50UTy �o� olo TOWN OF SOUTHOLD BUILDING DEPT® 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I-NSULATION [ ] FRAMING / STRAPPING [ FINAL IVI> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 7 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 0 REMARKS: Vr f- h . 6SVV I ve- i;,,00l on " �( r 4 Anq� &IL S�rvvlvmt CeAOXed DATEl / � INSPECTOR pF SOOT ��y00UNi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL-Xe- FIREPLACE INALXeFIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE 12A 9 INSPECTOR `10O'5ZI- PROJECT LOCATION - CONTACT INFORMATION: S.C.T.M. # 1000 ENGINEERING DEPARTMENT (Property Owner,Design Professional,Agent,Contractor,Other) —® D,�Su�� Ag h� 1 dr NAME 1 d L Section Block Lot SITE INSPECTION REPORT FORM Ple Print Inspection Date: y 0 � L.-Mall Address 3 Telephone Number 16/13 1 �7'` Subdivisions, Site Plans, Stormwater Improvements & Other Installations DESCRIPTION OF REQUIRED SITE WORK yES I NED O TNA NOTES- Incomplete Site Work a. Maintenance of Erosion&Sediment Controls 00 b. Limits of Clearing&Area of Proposed Land Disturbance 00 c. Condition of Stockpiled Soils. 0� d Verification of Size&Depth of Leaching Pools 00 e. Verification of Drain Pipe Installation-/Concrete Parging = 4 A ` f. Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property 0� h. Inspection of Gutter&Leader System-Drainage Piping 00 i. Instalation of proposed Swimming Pool and discharge ring i Inspection of Construction Entrance/Staging Area(s). �0 k.Location of proposed concrete washout area(s) 00 I OTHER-Explanation Required m OTHER-Explanation Required A Final Inspection Report must be certifieded prior to issuance of Certificate of Occupancy. Three options for certification are as follows• OPTION*: 1. Certification of Drainage Installation with As-Built drawings prepared &Sealed by a Registered Design Professional Licensed in the State of New York. OPTION 2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION 3. Site Inspection of open excavation prior to complete backfill and a written inspection report from the Town Engineering Department. TOS Review NOTES: 402M el 46M BITU G DEPT. TOWN ®UTHOLD ENGINEERING INSP TI N REPOR Additional Work is Required for Final Approval. Reviewed / Inspected SITE WORK is Not Complete. (See Notes Above) and/or Approved By: — — — — — — — — — — — — — — — — — — — — — — All required Site Work has been Completed by the Owner / Date: © ` Inspection Contractor & Approved by the Engineering Department. FORM # ENGINEERING Inspection Report Form -TOS May 2015 , � • � i_Jew./ - } �.�� .�,/� r' mill LM lip i m V4 r d man IMULATION PEA N,Y. MUM lip; I _ . M- Imacl-29WIN ♦ P i WE MR k'a, r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health "A GS SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 � �a, Planning Board approval FAX: (631) 765-9502 /, Survey C SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees l r C.O.Application Flood Permit Examined ,20 Single&Separate \A l-S J i Aug I i Storm-Water Assessment Form u V L--C ntact: Approved ,20 Mail to: ll liNO � Disapproved a/c 'n: sp-y— ksL�S. AATn ru& t Phone: Expiration 120 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. (Signature of applicant r name,if a corporation) P o � � ��3• luu����. �� «�s2 (Mai ing address of applicant) State whether applicant ��is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (D d � Name of owner of premises (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: V nn� So u lv'Sy(C-@ AVE sq)crmcuc> House Number Street Hamlet County Tax Map No. 1000 Section B1o&1,2 ,-'){ i Lot Subdivision —' 9 Filed Map No. 0 y Lot 2. State existing use and occupancy of premises and intendeduse and occupancy of proposed construction: a. Existing use and occupancy �) �� b. Intended use and occupancy 3. Nature of work(checkwhich applicable):New Building '-// Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ", I-Q-0,�p0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units _ Nulmber�pfdwelling units on each floor pk If garage, number of cars 'M ` '• ,. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front l Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front C �`� Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front l��_`.Z 3 Rear Depth 10. Date of PurchaseLS' 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 NO 14. Names of Owner of premises tN(�1 T-04'Nf1.DSAddress SA P o e No. g363-05S 53 Name of Architect 9) ti-- Address%SSPSKk t4E,S aLLtiSne No A 3 3 "9 0Aq- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V' * 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SVPPot r 1�0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0 u)N (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 I')t+t—' day of AMQU2015 CEY L. DWY Notary PuU1 c NOTARY PUBLIC,STATE OF NEW YORK Signature of Appli ant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20E Scott A. Russell ,��°slo /r STO]kMWA\T]E]k SUPERVISOR M[A\NA\GIEM]E1v'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -DOTS^ THIS -PROJECT INVOLVE ANY OF THE FOLLOWING: Yes Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. '3 ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ? ' ;' ❑(� C, Site preparation on slopes which exceed 10 feet vertical rise to ;{ {3 100 feet of horizontal distance. i ❑( D. Site preparation within 100 feet of wetlands, beach, bluff or coastal R erosion hazard area. ❑10 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. j "I [;A❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square iii ' feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes JI 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 wit�your Building Permit Application. , S.C.T.M. #• 1000 Date: Fa APPLICANT (Pro erty Owner.Design Professional,Agent,Contractor,Other)y f Dbtrict 7 i NAME: [ �� 1n L-S. j;1 J (— 06 _4_ l �O/ I' ptiu� III Section Block Lot r FOR BUILDING DEPARTMENT USE ONLY i Contact Information Z7 y i rrekpha S—ber- ' Reviewed By: i ; i — — — — — — — — — — — — — — — — •t JJ Date: Ji Address ress/Lf CW Location of Work: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ y 5� Scund Vl&ty Ove— ; + Approved for processing Building Permit. i f' ;;y Stormwater Management Control Plan Not Required. ; I i (! — - - - — — — — — — — — — — — — — SoJt' , Stormwater Management Control Plan is Required. j ° (Forward to Engineering Department for Review.) !,, , FORM # SMCP-TOS MAY 2014 a a APPLICANT S.C.T.M.# 1000 �os�� CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) __ —__._:-.-:. --b— Stormwater Management Control Plan CHECK LIST NAME. �Ci/"+stn T�!t�t1�'��+�tet►' L S Section Block Lor cc z S M C P -Plan Requirements: Provide ONE co of the Building Permit Application. Phar Pim o Q p)' g PP Date: * The applicant must provide a Complete Explanation and/or Reason for notG3i ovidin 1-�2�-Zd�o all Information that has been Required b,the following Checklists p g Stgnitum TdepM1one YumOrr `' ) b 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries �] b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to GroundWater. Shall include but not he limited tw e. Limits of Clearing& Area of Proposed Land Disturbance. A Well maintained ns ru ion entrance, f. Existing& Proposed Contours of the Site (Minimuin 2'inteivals) Wire Backed Silt Fencing,stabilization g. Location of all existing& proposed structures, roads, 0 Seeding of exposed and/or inactive soils. driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 J. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). Contact T-GS 06 betore 1. Location of proposed concrete washout area(s). =0R;KkfillOR Engineers Certification M. Location of all proposed et osron&sediment control measwes. 00that the a5 been n5$a ed to Code. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements at e sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch - - Ir -� rainfall/storm event. � Ill �� '_ � •I 3. Details$Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance&Site Access. �0 C. Inlet Drainage Structures (e.g catch basins,trench drains,etc) - d. Leach ing Structures (e. .infiltration basins,swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY ! Additional Information is Required. Reviewed & ! ® Stormwater Management Control Plan is Not Complete. i Approved By: - — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: / I SMCP has been approved by the Engineering Department.;• ' FORM # SWCP Check List-TOS MAY 2014 r - i rg SO�jy�� D Town Hall Annex J ( 11 phone(631)765-1802 D 54375 Main Road cn ( 1 0"5 5 2 P.O.Box 1179 Q ro er.richert tow ut -RAUS Southold,NY 11971-0959 'r �� o�ycoU� � i- BUXDING(DEPT. TOWN 4F SOU1'HOLD BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: G Company Name: c 14 BaI LCCI . Name: s c S ':. Al License No.: Address: COX .1,,7 ,7 Cz^t Phone-No.: �� Z�Z — )! 17) JOBSITE INFORMATION: (*Indicates required information) *Name: Address: 79 -7 S 5��A,0 v e Au& S —T)4!c,14 o� *Cross Street: 1Z b *Phone No.: ' Permit No.: Tax-Map District: 1000 Section: �`�' Block:l�_ Lot: IT- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES! NO. Rough in Final *Do.you need a Temp Certificate: 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 Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION G�( S-b I 82-Request for Inspection Form I I 142I ff>v n _D _ISG _ __ __-_ _______-- D _ 1 --FEB-2-3-2UJ7 BUILDING DEPT. SOUTHOLD Verity, Mike From: Reynolds Reporting,Inc., - Gaitri Reynolds <grdr@optonline.net> Sent: Thursday,January 11, 2018 3:17 PM To: Verity, Mike Subject: FW: Reynolds - 7475 Soundview Ave Southold Hello Mr.Verity, D � f r Please see attached statement from Sherman Engineering. JV\ JAN 1 2 2018 Thank You, Gaitri Reynolds From:Thomas LaGuardia [mailto:thomaslaguardia@yahoo.com] TOWN OF SOUTHOLD Sent:Thursday,January 11,2018 2:59 PM To: Reynolds Reporting Inc.-Gaitri Reynolds<grdr@optonline.net> Subject: Fw: Reynolds-Soundview Ave Southold Gaitri See statement from Mr Sherman, the design engineer, indicating the substitute is ok. Tom -----Forwarded Message----- From: matthew sherman <matt shermanec.com> To: 'Tom LaGuardia'<thomaslaguardia(a)_yahoo.com> Sent: Thursday, January 11, 2018, 6:36:21 AM EST Subject: Reynolds-Soundview Ave Southold Tom, The 9.5"Alljoist 20(Boise Cascade) has a maximum span of 17'-5" if 16" on center. These joists are an acceptable alternative to the tji360 joists specified above the garage area for the Reynolds residence at 7475 Soundview Ave in Southold. Matthew Sherman, PE Sherman Engineering & Consulting, P.A. 70 Magnolia Dune Circle St Augustine, FL 32080 631-831-3872 1 l SURVEY OF PROPERTY FOR GAITRI REYNOLDS PAGE 1 OF 2 TEST HOLE DATA SITUATE DRAINAGE 1NSPECn®1115���REQUIRE® ���o� �\� (TEST HOLE DUG BY NATHAN T CORWIN Ill, L S ON JULY 8, 2015 S 0 UTH 0 LD ( ' EL ,2Q TOWN OF SOUTHOLD L� \////\/\ DARK BROWN LOAM OL Contact TOS Engineering at 765_1560 before \ n 7 SUFFOLK COUNTY, NEW YORK Backfin, OR Provide E '2T�9�a O ngineer's Certificatfon \ BROWN SILT ML S.C. TAX No. 1000-59-06-1 1 that the drainage has been lnstalle o{ode. .� d 3' SCALE 1"=40' BROWN FINE TO COARSE SAND SW JULY 8, 2015 N RJULY 30, 2015 REVISED PROPOSED HOUSE EL 1 6' 10 4' \ 12 °� AREA = 19,320 0.444 cc. . ft. << o �Oe �, \ O�� �� � WATER IN BROWN FINE TO COARSE SAND SW 10 CERTIFIED TO: EROSION&SEDIMENT CONTROLS Iom%�SFov ��a�\�� \ qF \ t�` ��r�o T � s GAITRI REYNOLDS Shall include but not be limited to: \srOti .2 CHICAGO TITLE INSURANCE COMPANY A-well maintained Construction Entra o.4,s�41 1 47 \e��Poo j 2.6 Wire Backed-silt Fent stabilization&� Seeding of exposed and/or inactive soils. _CGO e� o fl� \ Ode' \� HOUSE PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) G �O IU �,�O�i 3� 1 O� � ` Jti�l J{ ELEV 14.0_ _ FINISHED GRADE FINISH GRADE Nx ELEV 12 0' ELEV 12 0NN c ' 0q J, ha I / 00 TOP EL 11 0' 1' MIN TOP EL 10 x0��� i Q'0Q�\Y�\�0 I ��O / •0 c 8� MIN 4" DIA —1' MIN, 2' MAX Q '� I '� / O APPROVED PIPE SEPTIC APPROVED PIPE LEACHING LEACHING T, 3' CLEAN Q,V`r I\ \�y,�s� / a INV EL min PITCH 1/4"/1' TANK mm PITCH 1/8"'/1' INV PE�L9 Y m POOL o. COLLAR a ° NV EL 9 8' INV EL Illy -/ s s zw \ 7j� /O I 9 `zOP/��Y �f </'L\ / �O e\ ° ° .4 ���'�P DISTRIBUTION POOL OF �Oe '65 2' P [JR'1vEW �;.a'/. ',a\�Y// iy 16.6 4° ^ Q.�QJO� 6 POOL SYSTEM BOT EL 7 5' ELLV GROUND WATER SEPTIC TANK (I y� /AJC 4� /°•� $9�, \f�;d�,std`,/ 1\� d e ` 1 MINIMUM SEPTIC TANK CAPACITIES FORA 1-4 BEDROOM HOUSE IS 1,200 GALLONS LEACHING POOLS (6) 1 TANK,8'DIA 4' LIQUID DEPTH�Q{ , MINIMUM LEACHING SYSTEM FOR A 1-4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS 6 POOLS,2'DEEP,8' dia 3 WALL THICKNESS BE A MIMUM OF 3".ALL WALLS,BOTTOMALL AND TOP SMALL CONTAIN ENOFORCING TOTHIS RESIST AN APPLIED FORCEOF 6"AND A BOTTOMHICKNESS OF 300 psf OF 4" 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) l 4 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT LEACHING STRUCTURES,SOLID DOMES ANO/OR SLABS 3 ALL COVERS SHALL BE PRECAST REINFORCED CONCRETE(OR EQUAL) 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX TOLERANCE OF 31/4") 4 A 10'm n DISTANCE BETWEEN WEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED Q �G / / A ON 0'MINIMUM 3"THICK BED OF COMPACTED SAND PEA GRAVEL 5 AN 8'min DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED fi A 10'min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED • 16.7 a �S�G �'✓L, NOTES ,-. sFS oje 2F,f, // / / �C�OCA}� Ki� 1 ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM G>� -oGF O\ 09�� 501E SYOGKPLE / EXISTING ELEVATIONS ARE SHOWN THUS 10,0 � L� Ory / a �� < ° 17.7 '� EXISTING CONTOUR LINES ARE SHOWN THUS. ————10———— '�' �` O 'C'�' 2. MINIMUM SEPTIC TANK CAPACITY FOR A 1-4 BEDROOM HOUSE IS 1,200 GALLONS Q ° d 1 TANK, 8' DIA. 4' LIQUID DEPTH �0 F 3. MINIMUM LEACHING SYSTEM FOR A 1-44 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. -PREPARED IN ACGORBANCE-WMI—THF-_MINIMUM 6 POOLS; 2' DEEP, 8' dia. STANDARDS FO��TLE SjURVP(gS AS SFAQLISHED BY THE L I,l$� �APJ:R(7V1�fDOP.€D Nf � `SRP / BOG a l2v PROPOSED 50Y. FUTURE EXPANSION POOL kT TORE SU6f'USEo C TSN h StkT LAT \ O+ PROPOSED 8' DIA X 2' DEEP LEACHING POOL �E^' PROPOSED 1,200 GALLON SEPTIC TANK �� .:J x Z Q� rise 4 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD \ ° 6'6• G� `Jr' OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. \ 5. THIS PROPERTY IN IN FLOOD ZONE X AS SHOWN ON / pTERMANAGEMENT ' J�� FLOOD INSURANCE RATE MAP No. 3610300187 H APPROVAL�� �� I9®`8� \ a ° a tQ ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0 2Y ANNUAL CHANCE FLOODPLAIN •*' LLL p��JJ DRAINAGE SYSTEM CALCULATIONS CONTRA PLA —TOW9�®EIe ° /^ Llc No 50467 ROOF AREA: 1,900 sq ft. -- Z I� a 1,900 sq. ft X 0.17 = 323 cu, ft. UNAUTHORIZED ALTERATION OR ADDITION .w. .ar Date: ° 323 cu. ft. / 42 2 = 7 6 vertical ft. of 8' dia. leaching pool required TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Approved big• PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS k\—J� EDUCATION LAWB1 Nathan Ta t�Corwin iii 1' DRIVEWAY AREA. X 0 1 sq. ft COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor 1,200 sq ft X 0 17 = 204 cu. ft THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 204 cu. ft. / 42.2 = 4.8 vertical ft. of 8' dia. leaching pool required_ TO BE A VALID TRUE COPY GP PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL WITH OPEN GRATE.('Q,1 CERTIFICATIONS INDICATED HEREON SHALL RUN 7 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To Stanley J Isaksen, Jr,L S TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegno ILS LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout TUITION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 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 0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SITE PLAN FOR STORMWATER MANAGEMENT NOTES GAITRI REYNOLDS 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 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP.) SURVEY OF PROPERTY U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REO'D WITHOUT WIRE MESH SUPPORT AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. SITUATE THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX 0 C. SPACING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE T SOUTHOLD DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/0 WIRE SUPPORT FENCE _ TOWN OF SOUTHOLD SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. T� FLOW SV' SUFFOLK COUNTY NEW YORK 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, �_ .' ''�� S.C. TAX No. 1000-59-06-11 A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT -. NOT TO SCALE SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ATTACH FILTER FABRIC SECURELY JULY 8, 2015 SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED \\i SILT FENCE DETAILS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. Nor ra SCALE 50' MIN 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. I OR To BE SUFFICIENT TO 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO w KEEP SEDIMENT ON SITE 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER HAY BALES AND/OR ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED a SILT FENCING 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW a 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OFF—SITE TRANSPORT. o OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF 0 FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) C, III �y 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD Posr SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW (TWO EACH BALE) O w F ------- FLOW HAY BALES x2" STAKES IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (T 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 PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION j\\j\\ ;\/\\j\\�� SAO DRAINAGE HAY BALES AND/OR AND GROWTH. /\/ /\/ / PE INLET I SILT FENCING 10 VEGITABLE ETATIVE COVERIVE WITHOVER IS CONTIGUOUSNED AS A UNVEGETATIEDIMUM AREASFNOS LARGER /\\/�\ \//\\� THAN 1 SQUARE FOOT IN SIZE. % %\i' \ a" x 6" TRENCH PLAN VIEW 11 SITE ACCESS ALL ULO LOCATIONS CTION EW WITH THE EXISTINGSS WAYS SHALL ROADS, TO PREVENTYRUNOFFAT EIR w 1 j5% /\�j w/ COMPACTED 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 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) I HAY BALES AND/OR SILT FENCING a NOTES: I CONSTRUCTION ENTRANCE BASE OF TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS COMPACTED 3/4- STONE BLEND REGRADING & VEGETATING DISTURBED AREAS. OR NYS ooAPPROVED RCA 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) APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TEMPORA Rs CON'SWRUCTIO 'ENTRANCE AND REQUIRED PERIOD OF USE. 2 (NOT TO SCALE) '<,�I" SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) � � 1 FINISHED GRADE OR 6"THICK REINFORCED CONC. COVER STABILIZE ENTIRE PILE 1' WITH VEGETATION OR COVER 8" TRAFFIC BEARING SLAB (max) �v1y 1 PIPE FROM ROOF GUTTERS \V "I/ \I/ CRUSHED 3/4" — 1-1/2" STONE ALL AROUND Y S Lic No. 50467 LEACHING RINGSv--pdV� �- in RECAST CONC REINFORCED REINFOPNathan T-atCorwin iii INFO PSI P 28 DAYS 3'-0" 3'-0" (min) 4" _(min) -� \V \1, \L, \I, Land Surveyor o� E Successor To Stanley J Isaksen, Jr. LS Joseph A Ingegno L.S. GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction Layout STRAW BALES OR SILT FENCE Y Y PHONE (631)727-2090 Fax (631)727-1727 �c SOIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P 0 Box 16 (NOT TO SCALE) Jamesport, New York 11947 Jamesport, New York 11947 > COUNIN 11EPARTMEN71 OF HEALTH SERVICE'S EXCAVATION iNSPEC"ON tib` �oR ' ReD I-OT 79 1 11 FOR SANT Tftate" 40> FAOWILY YZIENSIRDENCE ONLY BY LTH DEPARM Off\ �=km ✓ D DATF I q S Rr ATF, BRE-1 LAQ, AFT';ROVEDI La /e, OF -DROOMIS OF A- U�l EXPIRES THREE YEARS FROM DATE OF APPROVAL Lai-t ;3 5T N , LECAVAMON "iNSPECTREWRED N-Pp 6FOR SAN IT-ARY.SY87ft 71 'TF- MolC Lo A!, L 12 1 .�. \ Alk / 44 ��, -�=�:..., � GOLDSMITH"s ?A, PARK -=,A--.-- 1NLE7T -PARK -r 0c_ FQ IV CCOUN.�T.).,-" -Tit,S S ITF- 0 11.9 S-MARSO W E 9U7 IT- IS MC3W-f-= -ri-404J cif. FRE P A F-E 1&4 N AC c-c)F-T) A as 1Z 6 W 1-r H 1=14Z 1 TF67T HOLE' D-4TA SE\^jAE lc>ls P L- S Y S E-M S FFD 2 S 1 1,3 C4 L;-r' P,A4 i L`{ E&I D:E t-JC-F- IS-, M-S HD-"7 DUC Rr M=DQNA1,D GEOSCIENCE ON MARCH 200B) NEW 0. 8'1;'�0 &z--7. F11%,;-r FLOOR, a I .A F-L. IS-CIP !::mr 1'�RE 1> 4;p-ADE -r=L Fl- BROWN FIN:ID COMMS 1AM 1, 10.2! :b e _b1 r �� 081 F-L- LIP EL Z-,9 4- -4-5'vUk LP L-- -2-CO(D-51L EL- 2,Q ADD 11111611-2 48-Ptc-TH DEF-r' CON MfUl-J"TE BRMN FME?D...... Drawing #080112 Rev 0 Date 09/03/12 SCTM # 1000-59-06-11 4. Owner: Daisy Folk Title Health Deot Permit Application R 10- 1,1-006C Site Plan These plans are an instrument of the service and are the property of the design professional whose Robert Barratt PE, seal is affixed hereto. infringements will be prosecuted to the fullest extent of the law. Contractor it. The design 4295 Vanston Road, I shall verify all field conditions and dimensions and be solely responsible for field f Professional assumes no liability for omissions due to unknown or unforeseen field conditions and C%.'-utchoque, NY 11935, Tel 631 734 2730 or additions based upon comments not formally acknowledged as revisions to these plans. r SURVEY OF PROPERTY SITUA TE SOUTHOLD �C' 9 TOWN OF SOUTHOLD 9LT�7,pa 41SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-59-06-11 d SCALE 1"=40' JULY 8, 2015 N JULY 30, 2015 REVISED PROPOSED HOUSE _ \ JANUARY 15, 2016 FOUNDATION LOCATION ' I AREA = 19,320 sq. ft. f1.1,. � -\ �.°�`�- "•So 0.444 cc. 0. CERTIFIED T0: o1w��yS�ob SAF F °�pf�\ T vpr��ar GAITRI REYNOLDS CHICAGO TITLE INSURANCE COMPANY F \ �0 ��PS ��o�9Pti,P�P 12.6 y�POvo \s °j s //'Sh/ O �`" NOTES. \�9• ), �Q// / ^ \ Q° 1 ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS-_14.4 —— \ h� 6 ti ,bg�j ���: •` EXSTING CONTOUR LINES ARE SHOWN THUS: — , 7 / Jy v`��Q`" 2. THIS PROPERTY IN IN FLOOD ZONE X AS SHOWN ON 7 • .`\pc 66 / / j FLOOD INSURANCE RATE MAP No. 3610300187 H 0 / ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0 2%ANNUAL CHANCE FLOODPLAIN 00-1 S,si v� \ Q� 1 / 76.4 _ IraG -_- -- __4=04 / zA J A N 2 2 2016 � 7.7 "V p1 PREPARED p+ , °F QP d )� STANDARDS IN A T DANCTI� E BILISNED F`,\ ;5 ��, // �� pVFr < -�Y FOR SU BY THE L L SIT TENDD A, TITLE SOC C o ,a.o a ss, 73.7 Llc No 50467 UNAUTHORIZED ALTERATION OR ADDITION n \ TO THIS SURVEY IS A VIOLATION OF f SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW Nathan Taft Corwin III � _ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED Land Surveyor EMBOSSED SEAL SHALL NOT BEE CONSIDERED DERED TO BE A VALID TRUE COPY ,PGP CERTIFICATIONS INDICATED RUN ONLLY TO THEP RSONFOR WHOM THSURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To Stanley J Isoksen, Jr LS TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegno L S LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 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.0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 D '` � `�� SURVEY OF PROPERTY SITUATE NOV - 1 2017 ����r� �� SOUTHOLD TOWN OF SOUTHOLD B'-j1P,�:�^ GD.LiT L. \ y� �a� - �0 SUFFOLK COUNTY, NEW YORK TOWN OF SOUTHOLD \ '� �� S.C. TAX SCALE 11"= 059-06-11 JULY 8, 2015 3 ® JULY 30, 2015 REVISED PROPOSED HOUSE JANUARY 15, 2016 FOUNDATION LOCATION JULY 25, 2017 FINAL SURVEY a AREA = 19,320 sq. ft. IrO. \ k, 0.444 ac. tt ' 4 , u � S 4 9`�0, •� � °''�y o, 0�;,. �q,Y� 1 `Ni LU �" CERTIFIED TO: LL 4°� a GAITRI REYNOLDS O LsrLU o o I CHICAGO TITLE INSURANCE COMPANY ?2 op, �po9 J �\�'oo � `o po�h op t°o/ s°�y �O P4\ yo3 7 T` ��n rsF J L; _ w a 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM O Ca O �Y� i C y a r EXISTING ELEVATIONS ARE SHOWN THUS: r s ry se 'F a'y `v� EX STING CONTOUR LINES ARE SHOWN THUS: j 2. THIS PROPERTY IN IN FLOOD ZONE X AS SHOWN ON �� Q O� �� "njsj° O• •p• 4kG� P J - N tr q? 4 FLOOD INSURANCE RATE MAP No. 3610300187 H cs ^i ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. � O. caa v \ �/ 1 OJ`'� lobo!,,p ♦ S CF ti °• �P o •. 2 S SEPTIC SYSTEM TIE MEASUREMENTS Al 10 \ ti� $ ° ° gY � Qoo GI4*0 ROUSE HOUSE CO; ORNER 0 CORNERQ e�G+ SEPTIC TANK 27' 23' 611e ° ` COVER pA ., ,, / a POOL DISTRIBUTION COVER 1 20' 35' A.S. \\ DISTRIBUTION 37' 20' POOL COVER 2 2 rGsA?atm / 2QOQCX \ d , G P9b,0 A 2 /!�\ '�, '� PREPARED IN ACCORDANCE WITH THE MINIMUM O 2oCo STANDARD URYEYS AS ESTABLISHED ,�,A�� �i'\ �� ,`D� ��.• BY IALS.�AND AAPPROVEEL AND ADOPTED NFORoSU RK.,'STATE LAND 01 C2 �G�P 1 i c� 0� �t • 1 �>T�, ero /Y.S. Uc. No. 50467 \ UNAUTHORIZED ALTERATION OR ADDITION • SE09 OF'MENEW SVIOLATION SECTION 720YORK STATE S �� EDUCATION LAW. Nath an`s Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED � � -, ._S —VALID-TRUI��,COPY. ERTI�noNs INDICATED HEREON SHALL RUN ONLY THE PERSON FOR WHOM THE SURVEY ey IS COMPS GOyERNMENTAL BEHALF AND Successor To: StonIJoseph A. Ing gno L.S.L.S.J. Isaksen, Jr. ,Y•e _ LENDING INSTTTURO,LISTED HEREON,AND ¢lit' THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —Subdivisions — Site Plans — Construction Layout 20 NON. CERTIRCATIINS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 Co.HEALTH THE EXISTENCE OF RIGHT OF WAYS IF OFFlCES LOCATED A7 MAILING ADDRESS SUFF.Cp ��kY�NOS SSEiOWN ARE FNOTCGUARANTEED. 1586 Main Road P.O. Bax 16 OFFICE CE IN, t±Ii^ Jamesport, New York 11947 Jamesport, New York 11947 CREScheck Software Version 4.6.1 �(J Compliance Certificate Project REYNOLDS RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,639 ft2 Glazing Area 13% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7475 SOUNDVIEW AVE. GAITRI REYNOLDS BRETT KEHL SOUTHOLD, NY 11971 7475 SOUNDVIEW AVE. DAK ASSOC. LLC. SOUTHOLD, NY 11971 PO BOX 1675 631-839-6153 SOUTHOLD, NY 11971 631-433-9084 SSBN654@OPTONLINE.NET Compliance: 14.4%Better Than Code Maximum UA. 397 Your UA: 340 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly or U-Factor Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 767 30.0 0.0 0.035 27 Ceiling 2: Cathedral Ceiling 891 30.0 0.0 0.034 30 Skylight 1:Wood Frame:Double Pane with Low-E 5 0.330 2 Wall 1:Wood Frame, 16" D.C. 2,217 19.0 0.0 0.060 114 Window 1:Wood Frame:Double Pane with Low-E 214 0.290 62 Door 1: Glass 73 0.300 22 Door 2: Solid 22 0.330 7 Floor 1:All-Wood Joist/Truss:Over Uncoeditioned S OF NEW 1,571 19.0 0.0 0.047 74 Floor 2:All-Wood J oist/Truss:Over Outsi e Air C,1 DEYR,O,sy� 68 30.0 0.0 0.033 2 Compliance Statement: The proposed built rti es P * nsistent with the building plans,specifications,and other calculations submitted with the permit appli Io h I as been designed to meet the 2010 New York Energy Conservation Construction Code requiremen RES 'eF ., n4 ' nd to comply with the mandatory requirements listed in the_UScheck Inspection Checklist. rn t Z Name-Title p 07 t Date AROF 10N Project Title: REYNOLDS RESIDENCE Report date: 08/08/15 Data filename: C:\Documents and Settings\Default\Desktop\Reynolds\GAITRI REYNOLDS.rck Page 1 of 2 �w Q I F..,EYNOLD5 U RE51DEN ,CE z m PROP05ED NEW f 10UHE 0 N t` V J to z Q J R/ O 53'-I O ff Lu LJO SECTION SECTION SECTION z 2'-4 1/2" 10'-3"- 6'-5"' 22'- I 2'-0" (J) ECTION .. Q 7v,i U 0 1 II (3 T = fi 8-1 CEILING HT. b x x —. r x' L1 ioDROPPED 01,_2 IAT 9, HEADER 3- 92" LVL DROPPED HEADER 9'-1 1" PLATE H EIGHT 3 oo o o POST TO F UND ION @ THIS WALL; NEW STUDISLal SISTERED TO EXISTING U� ALIGNED UNDER Nff0 w I I 9o� °Z f CUT JOIST TO SIT LIVING ROOM " EliC o UNDER EXISTING PLATE; z I I I I W I? FRAPvIE NE STUD UNDER v• x N - MASTER SUITE ��] 4 5I5TER EXISTING _ _ I? @� 9'-1" CEILING O CG _ z — ARBA OF FLAT CEILING rJ KITCHEN v =13'-I I"ABOVE FLOOR m 00 9'-1" CEI LING Uv 0 4— x u Nu ----- - - - - - -'-e eLu % N � J.. II U7 Uz Q L) .�C WALL LEGEND: p — IINEW CONSTRUCTION 0 9'-1" PLATE HEIGHT ALONG WALL 2"X G" ST E AL O z Lp UD FRAM EXTERIOR VESTIBULE - k 111 7 w SECTION 7'-1 1"WALL PLATE THIS . N R-19 INSULATION, 2 PLYWOOD L Ln 0 E LOCATION ssa 9'-1" CEILING - �� //)I " .o CLOSET z � � � SHEATHING ON EXTERIOR, HOUSE WRAP � � � � r ' f'71 1 1 � g Q I O LO f I CLOSET k #SIDING AS SELECTED; " GYPSUM (\ CLNG HT 110 9'-1" CEILING •• BOARD ON INTERIOR.SIDE �„ HEIGHT HERE o BATH '' �T, 6 D - X a -' I/ I 211 X 4" INTERIOR STUD PARTITION, O IIS U d N 00 p / ; w/ I LAYER J" GYPSUM BOARD ON EACH L - X = ENTRY cf� x 5IDE; USE MOISTURE/MOLD RESISTANT Oc N c� `v OPEN ABOVE Q o BOARD IN KITCHEN, BATH 4 MUDROOM � 171-311 CLNG HT '� I I AREAS TO RECEIVE AREAS t USE NT BOARD ON ALL p LLJ PROJECTION IN CENTER w . x` (Wf`11LE OPEN) N U' . .. _ ,, ((� t I" C ILING HT a O , l SHA D AREA o CEILING HEIGHTS AS INDICATED WITHIN ROOMS; 0 O \\ �z 5H WE TOILET x U z SII IN F ES PLANT DROPPED HEADERS WHERE SHOWN (L SECFTION /� AREA / N _ LAUNDRY ' � AROUND ENTRY HOME OFFICE U (i - 0 9'-1" CEILING w 0 I 0 9'-1" CEILING PROVIDE 3- 2"X 10" HEADERS IV \� CLOSET CONTINUES v I, 1 (I =N 0 ABOVE ALL WINDOWS 4- DOORS a- z DERSTAIRS w o-1 4 1i2 z UNLESS OTHERWISE NOTED. 3- - V'L HEADER x �p • FLUS J015T5; m zII IJ— N _ / KNE AL O RAFTERS CLOSET ; 0 O F ABOVE_ 9'-1" PLATE HEIGH. ------ LL cv PROVIDE 211 X G"STUD FRAME „v USE SIMFN U SERIES WALL BETWEEN HOU5E t GARAGE; o, 3- 91" LVL HEADER, a° USE ACID STUDS ON ALL \ CONNE RTO CEILING ` = FLUSH 6T0 CEILING 2-4 1/2' JOIST @ FLUSH HEADER - cz AREAS AGAINST CONCRETE; PROV. � 64 m u, 0 f 91-1 11 PLATE HEIGHT ALONG WALL R-19 INSULATION WITHIN WALLe" 1 �'+�0 � 11.4 112 COVERED 3- 92" LVL DROPPED HEADER FIRE RATED DRYWALL ON EACH SIDE �° i� c� Q� — :__. _—:_—: = 0 PORCHlu C� UP O .. '" 3- 1 1 Z" LVL H DER, w/TOP PLATE; T LVL POP EXTERIOR ELEMENTS. = n �� RO RAFTS TO BEAR ON HEADER -I�v BARREL CEILING \ I � �N 9'-2" +/- CEILING HEIGHT � 0 @�6✓� // a '-, , _, � �` ABOVE GARAGES / 7.9 E 7 SE TON / \� 3,0 Q� �/ ✓ \ Z �/ �ti SECTION SECTION SECTION f_1 �9 %v� �� �� � secmoN 4 1 1 SN A/j ' 0 �10 / L 32 DI ETER STRUCTURAL STEE OLUMN BURIED IN. N \ > \3G" 3 !'XG12" POURED �j d — R-30 INSULATION C RETE FOOTING (CYP.) \ �0/ s W � / PROVIDE 2 LAYERS �OQ�v���w 4./ DP,' NALL ON CEILING \\ A` 0, ® CNQ lh• VER GARAGE \ `� � Z-.)/ *00� ,o;� / SECTION / ���o� �� FI(QST FLOOD PLAN � � // � � j \��v �� F SCALE: 411 = I ,-o,, z 9., A,¢o z o / z 0 MBAR 2016 z . T btnDIlV'G DEPT 11w or,SO 05 w � SECTION �� ctOAp,� G ry u: Q o 0835 !1 ti ti �OFE.s510?�F PAGE: 1 UIVAUTHORIZED ALTERATION 09 ADDITION TO ThI5 DRAWING APVO RELATED DOCUMENTS 15 A VIOLATION OF 5EC, 7209 OF THE N.Y,5, EDUCATION LAW. w U z Q z C9 O N VrJ UI G_ Q C) J O SECTION SECTION SECTION O D C A J SECTION Lu B - O Z Q EDGE OF FIRST FLOOR EXTERIOR WALLS BELOW Y _ LINE OF RAFTER t CROSS TIE _ INTERSECTION @ 4'-0" +/- ABOVE SUBFL OR AREA OF FALSE RIDGE RAFTERS FOR CATHEDRAL CEILING BELOW \ c N u- 0U OU Q 0 C)w iLs SECTION -- -- E LO CATION OF ATTIC O O -Z } PU L DOWN STAIR co "' 0 3 a + ii U g + a w 0 o � Z) 0 , Ln `? co WALL LEGEND: q- 0 0 y Rl dU O �p Q OPEN TO_ w NEW CONSTRUCTION — > n ENTKe BELOW o = 00 2"X G" STUD FRAME EXTERIOR WALLS, Q R-15 INSULATION, 2 PLYWOOD C) Lud z w o SHEATHING ON EXTERIOR, HOUSE WRAP secrlON SIDING AS SELECTED; 2" GYPSUM F DOWN TO cv 0 BOARD ON INTERIOR SIDE Q ttJ MUDROOM _ _ O c LINE OF RAFTER CROSS TIE (n INTERSECTION @ 4'-0" +/- ABOVE UBfLOOR O 0 ti PROVIDE 3- 2"X 8" HEADERS ABOVE ALL � -C / P05T WINDOWS UNLESS OTHERWISE NOTED. 7-4" PLATE HEIGHT ABOVE ATTIC SUBFLOOR 0 — . — . . — . _ . L7 vv C� 12'-5 112"— 1 P-8 112" - y � `arc4 Qe 'c 5UBFL0oR �pC� , " �HIGHM' LINE OF HEIGHT CHANGE SECTION %,o UNFI I�HED ATTIC `� �� ^, 0 � SECTION SECTION SECTION \ W Q 1-5" CEIbA HEIGHT E--+ TIO Ca SEC ION' r s r E �0 44 POST"f%RIDGE; PLACE OVER',C LUMN IN GARAGE * CARRY e� TO FOOTING + Q ATTIC DORMER PLAN �OO�\� �O 6'-0" PLATE HEIGHT ., - / FOR KNEE WALL w BETWEEN DORMERS SCALE: CSF Fey A " s -14 c SECTION �p e 2'-2�'!" KNEE WALL @ DCTERI WALL OF GARAGE IN AREAS o WHERE THERE ARENT DORMERS U \ z z z : %i W F } j� SECTION Q z s,¢ G79 \ `L w PAGE: UNAUTHORIZED AL7ERATION OR AOD/TION 7'0 THIS DRA N/NG AND RELA7"ED DOCUMENT 5 15A VIOLA RON OF SEC. 7209 OF 7-Hf N.Y.5. EDUCATION lA lel! LU U z Q z m O N z Q Q o SEGTI ON :iECTI ON SEGTI ON D C A SECTION _ r B 1 U -LIVING ROOM ROOF O _ O BEDROOMROOF 12 ell 1 2 N u LL lu O —15 N aU — . — . — . . — . — . — . . .5 . — . — . — . � z RAFTERS INTERSECTINI V u� U U GAF 30 YEAR ARCH ITECTU RAL U 12 U O _12 ASPHALT ROOF SHINGLES tN/ 15# O 10 °�� N U 10 FELT OVER a" CDX PLYWOOD WITH N U N U N ICE * WEATHER 5HEILD @ PERIMETERS N X@ t VALLEYS U U O N O N I q" X 14" LVL RIDGE N G SECTION V TYPICAL ALL LAYOVERS - I O 12 p LL BOLT TO RAFTER5 W/ a" U � 3 10 N LPvP� LAG BOLTS WASHERS I I O T3 C\j — CQ — / 12 z <o / 1 2 \�L n U —15 Ln o 1\ 10 to ( c j �o ( O O ��L cv @� _ °L O Q (n — SECTION 7� N - 12 +� 1 2 NU (0)� �� `C�`,� _ \ o�P 710 I I NX aU � 1O \ \ c POST � 6I LVL HEADER I 7-4" SHED WALL PLATE HEIGHT 11 Q LLJ @+ice WITHIN TIMNG FRAMING LU Oc O� U \ N � O o„ 0 ? 3f �2 12 \ n �� JV O\� ry LL 1 LU a \ � 10 \y/ CCJ 2 12 Z c \ GP + 10 = C> CT \ 2x8 PORCH RR N \ @ I G" OCA j -4- SECTION F ,,6 `� \ry \ E CoN SECATON > RUNOFF NOTE: SECTION Gutters continuously around; r �` +io 4a �V. Leader locations as per 4x4 POST TO RIDGE CX6,5 124 SECTION Installer - all leaders drain to TO CARRIED DOWN TO Oc�� ' 9- D G" O PVC pipe d to new rywelis. RUNOFF CALCULATIONS: Z Z; J I xG FASCIA BOARD, ALIGNED g a 2743 x . 167 x 7.5 = 3097.4 allons of runoff QOO� CONTINIUOU5LY ALONG FRONT OF @ (1) 1 '-0" x 8'-0" O capacity = 300 gallons w s 02 0 / 1101_15E; ADJUST OVERHANGS IN ALL 3097.4 / 300 = 10.3 zU) 2a A,REA5 ACCORDINGLY* PROVIDE ` i c��J� 12 QCT' \� / CONTINUOUS 50FFIT VENT Runoff Containment Rec[ulres: o� fi3O �� \ (3) 3'-0"deep x 8'-O" O rings AND G 10 (1) 2-0"deep x 8'-0" O rings U 4�r �\ (provlde5 3300 total capacity) C8 SECTION Vl \ ��,o,y�o� 10 ROOF fKAME PLAN 12 43 �� SCALE: " = I'-0" 12 10 C �P0) U� C) `'P \ �hQ\OF / :D Oc / (() R O SE CTI ON RAFTERS SIT ON 2'-22" =s„ y F z KNEE WALT_ QD y [1^1 L V/ O W � ,Q Z (i W s N IF `f:-N,IA�� z * ,�J .. C•. Q jA .;• t1J SCO C)4354n �`, PAGE: �9OF rSpN�'v 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND REI4 TED DOCUMENTS ISA VIOLA TION OF SEC. 7209 OF THE N.Y.S. EDUCATION lel W. NAILING SCHEDULELU 200 1 5E C t'.1G" �'.'Ir,D ED1T1Gf! V!00D FFA.J,'E CO'J37F.�-T IOri r ,Ar Jug 1 4"x 14° LVL RIDGE; SIMPSON C520 U JOINT DE5CRIPTION NAIL QUALITY NAIL SPACING CONNECTOR(TYP. ALL) Q z ROOF FRAMING 12 2-2" C.13. THRU .AF T E, TC TCF LATE F 5' '' a E - ° I O� \8 �ED 12 BOTH ENDS) m C FD f=' 1 CE I IAIL�C (_ -G' -,LL: �-_� F• F..-,`1 E, S a'-a' '.''ALL: R ' ARCHITECTURAL ASPHALT, r. R � 15 51MP50N H7 CONNECTOR `4JV -_ ROOF SHINGLE WITH 15# FELT JC15T TC TCF FLATE TCE rl�!LEC 8'-0` '.''ALL: -Sa TYPICAL ALL AREAS i 01-0' ALL: FEF._!IC's OVER " CDX PLYWOOD WITH R-3 NSULATIO - ,- G F F^ G=F -r 1 r� G - — — 8" SOFFITS w/CONTINUOUS c9 CEILINr JC 13. 0 Fr�.rLL�L P.'` R FAC= !JA'L__ AELE 7 f'.,,. L-F' ICE I WEATHER SHIELD @ O 2x8 CT @ I G" OG , — CEILIHG- JOIE? LPPS O`V'ER PAF:1T IONS FACE tJ4'1EZ G=E-FELE Eac�' L'-F PERIMETERS VALLEYS �� - — \ VENT; 1x6 FASCIA BOARD O COLLA=.-IE TC RAFTEF, Fr CE f 1A'LED GEE-AELE 3.•= FEF.7E ��@ 3- 2"X 8" HEADER ABOVE O r IG!TO 1A!LEG 2 Ef I =r''FTE TCE 8d E�C C +�`Z 2-2 cLCGI':I'J " CB, TYPICAL AWNING WINDOWS N�ITHIN DORMER FLAT SECTION @ TOP 2 w/0520 STRAPPING Ffr' BOA'.0 7C RAFT EF, EHD `JL!LED 2-I C.d EAC- Et IG OF VAULTED AREA — CJ @ I G" OC PROVIDE FLASHINGLU ALONG WALL 2x8 RR @ I G" OC WALL FRAMING ��0� +1-8 �8c �� 2x10 RIDGE V J TCP PLATE TC TCP FLt-TE FACE PJ"'LED 2- I Gd FER F,D:G- �c�J� /�`SI�L�C�I`SF \ 3- 0-2'" LVL HEADER, FLUSH 70F PLA7EG, AT Ii 17, FAC= IJA'LE- �-I Gd 1CIr1-:3 - EPC" DE U TO CEILING JOISTS UNDER `J �O TO� C� DORMER WALL C-7LZ -0 E,7UCD FACE IJA'LEG 2-1 Gd 2-4"C'C F cp _ F M1 �_ Fr = c��- @i / �ti��/��% PLANT LEDGE AROUND EN RY TOP OF BARREL,.SAD_,: 1 C ,•_•G_r. FAC° PJA'L". Ido I E"C'.. ALCr. �� Z�G� 9!S G OC o c,- r c r _ _;-i r \Gr OC, �.�� — — — — — — — USE 51MPSON HU SERIES TOP C .ECTTCP,1 PLATE TC v-, UG Ef l NLILED 2- 1 ld FEF. 2 _ CONNECTORTO CEILING ..1 J-I GC F 2 •_ _ it^ ��C' m- ----_ JOISTS @FLUSH HEADER .4-I Gd FEF 2 STUD i x4 CJ 3- 92 LU t LVL DROPPED - EO77Crt1 PLATE TC FLOC'°J^fv-, HEADER AS SHOWN ON 2- 74' LVL HEADER w/ 2x4 elArIDJC15T, Er IC JCIGT, (_-)F.L;'LOCI',IFIG FAC= IWLEC 2- Gd - FEF. F:DD- PLAN TOP PLATE @ ENTRY ROOF LIVING ROOM BARREL CEILING (i FLOOR FRAMING 2"X G" STUD FRAME @ I G'1 O.C. = 2 STORY ENT Y JCI_5T TC E-:!LL TCF PLATE, CF.rI°DEF, TCE PdA'L�D c _ 2"X 4" INTERIOR STUD r n �_t c FE. .JG'; R-19 INSULATION, " PLYWOOD °' PARTITION w/ R-1 5 INSULATION SHEATHING ON EXTERIOR, HOUSE WRAP - J cF.ICC-IfJG 70 JC157 TCE NA'LEG 2-8d E_1G1' E;ID TYPICAL OF WALLS AROUND ELOCKIf1G TC JO'57 TCE A14'L EC 2 `d EACH E;d^, *51DING AS SELECTED; ��" GYPSUM ENTRY U BOARD ON INTERIOR 51 DE, TYPICAL d ELCCKI:bC TO c'LL OF,TCP FL;-TE TCE rJ.A!LEC 3- I FOR ALL EXTERIOR WALL5 LEGGEF,57RIP70 EEA`'t FAC_ IJA LEG 31 11—: E�Ct J.3 JCIC-T Ci 1 LSCC-EF_TC E=Ar.'. 'CE PJA!LEG 3-8 c' E-JC13' 4" PLYWOOD 5U5FLOOR 4AhJD JC''ST TO JGi3T END ?1.A!LEC 3- 16V �EF JC'13- FLOOR BEAMS AS PER PLANS BAPdD JC':�,T TO ILL C�-CP'F'LATE TCE "JAILED, ROOF SHEATHING P.T. 2xG SILL PLATE ON SILL GTFUGTIJF.AL FP 1EL� SEALER ANCHORED W/ 1/211 BASEMENT 1' FEF f 'ETFF E-''--F Z,-:;:E - I ==' - r'T =='.E E' DIA. ANCHOR BOLTS (ANCHOR 15OLT5 MIN. 7" IN CONCRETE t MAX. 4'-0"APART - MAX. P-O" Itf-fRIC?ZCf,E - I C-' FROM EACH FOUNDATION F t:=L F1.LC CORNER) ^` ^� _•, ..,G -.� - r E E^ - !.' EAC" G 1- i E C - _ -.--i C = .•R ROOF G .-ATt'If lG t'.'I I .Ii l ? -G' CP ,"E FEF..'.1 TE DG C Tt E F:CCF, !'•.� LUClrlt 1'_a C'I �� CE CIF Tr _ .:G- E +1„ 4' F= f 8" POURED CONCRETE EDGE ZONE F.EGSI?Ff.1Cf JTc:5".:=•L'_ E= USFG. FOUNDATION WALL W/ 4" CONIC. SLAB OVER 11-4"X 8" d. FTG.; PROV. VAPOR BARRIER Q CEILING SHEATHING 2- #4 REBARIN FOOTINGS < . #5 VERTICAL REINFORCING OL 0 G`'FYUr. :','ALLECPF.D 5,4 CCCLEF^ 7" EDGE I 0' F EL @ 40" O.C. (TYP. ALL AREAS) 3 WALL SHEATHING ASPHALT DAMPPROOFING— �' z ^T RL;CT!.JRAL PAiJEL5 "C- ' E✓t"E Z'ti'dE - I G' - G'r- FA''.E_ EC'r-� -J_ _ �/ I117,EFJ„'EGI� E UFFCF-E, F,: FIE'_C 4” FLOOR AND FOOTING TILE BUILDING 5ECT1 ON IPAII o ,. .D_,_ , _ F_, E. SET IN PEA GRAVEL-AS PER _ d f-�F F.iC .ZCr.E - I Gt : ., - - F� J__ = .1', _ - SITE CONDITIONS ca p O SCALE: .4 = I -On �" 1 Q �IEERECARD FAr'EL✓ i F __C r''FS.Uh.* 7 ED'--E 1 I a' F ELC Z'^ 1E - I _ C'_ - G'r FP'.E_ AP:DBC.�`.G li 'PF.t'Ei-LATE =UFFC=,-_.' 1': `.E F-r:EL FIELC 1 4"X 14" LVL RIDGE; Q LU d 11!7ERICf ZCf.E - C_ `'C - r- FLrJ._ E:: 51MP50N CS20 W D It TEF.i.'EGIAT E UFPC=: ii! -�E F-iLEL FIELC CONNECTOR(TYP. ALL) C1) (n O C) _ FLOOR SHEATHING O W ED E I F STRUCTI�RAL FAi JEL� - i 'Ci: LES ^d 6° = f _ ELG 12 Z t,�. ":c•'e. r<<?- a;l F da' r•a :EG c c= l i.l a- t' el z: 3 1 F`.,. cy`,r,F�, _ �`?' ` •° y. ,c jcJa l'J , _ _ ._.. , •'+ ._ I .•�, ,,..�.,-��te fc^ �`.uc`.'.r�al ••te^�^r •a: I--' G JC'I�� C„ a? •-?te cc•-r c`c.' :c.f- a- t--3`e :, t,_ t � ca- path:. � ARCHITECTURAL ASPHALT, 30yr. R-30 INSULATION VENTED \ CT CONTINUE THRU ROOF SHINGLE WITH 15# FELT ,a cc-,t n:___ c.'e c�""ec`.c, ^e^t. ."�., t"�' t�hti tev .t rc^ of "a:_ <<,�ii r e t-c-1 tt.'_ Ic !e ?:_.E -e - , ; i . : 1:_.. VAULTED LIVING ROOM • •, -� � -, � - '' BAFFLES BETWEEN RAFTERS � Oc OVER 4°CDX PLYWOOD WITH Ce�'^s +e��tt I I as e c, r�•I a 14; -� •e et�rlc.� �'e re ��e • c' _ : IPC adc t e �, -r, en"ta. — I6" OC — - ICE * WEATHERSH1ELI) @ 2x8 COLLARTIES @ I G" OC PERIMETERS t VALLEYS s PROVIDE H2.5 CONNECTOR GENERAL WIND PROTECTION CONNECTION NOTES TABLE R30 I .G da ted from Standard for Hurricane Resistant Residential Construction; 5STD 1x2 FASCIA BOARD, ALIGNED Ay: Z P w/WALL AT KITCHEN; ADJUST OVERHANGS R-30 INSULATION _ 3- 9�" LVL DROPPED HEADER 10-99 and 2001. 55C High 'Wind Edition Wood Frame Construction A C , ,, : , — ' Fasteners and Connectors for Wood frame Construction F'_t .: 1:. . i- r :: F.;'.,:; It„i+._ '�,�:"'',.':?.' DIMENSION AS NEEDED 4- PROVIDE *112" 4x8 TIES ACROSS LIVING 2x 1 O CEILING JOISTS @ I G" OC RUNNING ACROSS FRONT WALL STRUCTURAL M Md>=�', ALLOWABLE DEFLf CTiC7Pi CONTINUOUSLY VENTED SOFFITROOM, 3 LOCATIONS WHER0 A5 SHOWN ON PLAN Z m SHOWN IN PLAN st 1 . A continuous load path between footings, foundations walls, floors, studs and - a'rl ;; ;,>.r ••,�,. W ~ - A2- z' C.B. THRU TIES, -6”t roof framin shall be rovidecl. ovEzraN� _ g p 1, , t,'! c ','. : 1 Ic• r_I :, C1,i' CEILING JOISTS FALSE U) F 2. Approved connectors, anchors and other fastening devices not included in 1-a. RAFTERS 211 GYPSUM BOARD i N the Standard Building Code, Table 2302. I shall be installed in accordance with ir_ i_r +• 'il� <. :ii I LIVING ROOM CLOSET TY1'ICALALLAREAS L) manufacturer's recommendations. " C8 2 X 6 STUD FRAME @ 1 6 O.C. � m Al •. trr'Nfril; . .rn, ,;• ^L,_r: L%' R-19 INSULATION, 1" PLYWOOD — HOME OFFICE x 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the •r' -1.. weather or subject to salt corrosion in costal areas, shall be stainless steel or -,r, SHEATHING ON EXTERIOR, HOUSE WRAP hot dipped galvanized. SIDING A5 SELECTED; 2" GYPSUM BOARD ON INTERIOR SIDE, ;=r;. r„-,r ,,.:,I r, 7 I:,,•.!:', ,,. !'" Llrr',: TYPICAL 2"X 4" INTERIOR 4. Where windows and doors interrupt wood structural panel sheathin and FOR ALL EXTERIOR WALlS � p p g a�rttl.• =�r :.hr�:. STUD PARTITIONS a • siding, framing anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each side of opening. ENG p 5. Ridge straps shall be attaiched to each pair of opposing rafters except where collar ties of IxG or 2x4 lumiber is located in upper third of attic space and DFSIGr1 LOAD CALCULATIONS ° U attach to each pair of rafters. 4 Z BASEMENT G. Uplift connectors shall be provided at each rafter bearing. Z V 7. Floor to floor hold-downs to be. provided every 48, and every I G11 within 4' .y- - ,A of exterior corners. 8. Sill Plate to Foundation Ainchorage: Sill plate shall be anchored to the r+ I C ".'L Ilc:: foundation with anchor bolte having a min. bolt diameter of 5/8" and 3" x 3" x E ! t-` ' "•'L '`i `:" "�� 1� z 1/8" washers. A minimum of one anchor bolt shall be provided within G to 1 2 %'Jh.', ;�' -i •. -i1�1 : .EI` ';N : \'. ' j inches of each end of each rlate. Anchor bolts shall have a minimum embedment ,• ,r,,-,'.i _�„� U of 7 inches in concrete/masonry foundations. Anchor bolts shall be located --- - ---- _--_-__ .- __.-._ -_ _.__ _ __..._ _ _._.._ .. .. .. within 12 inches of corners and at spacing not exceeding 4 feet on center. 0 O O Z „ ..:I, T ;t<.�. . : .,.'.F BUILDING 5EC�TION tIBPI z CLIMATIC AND GF_OGRAPHIC DFSGPJ CRITERIA � — LU l''IIA7I J; r 1' �; �' r� SCALE: X11 = 11-0" W - -„--- L Nr nFFTI I -=�F._ P<, >�.P: '-,No +, I.0)Af _---- -- =-- , Q `'>> z _`J F. :'1.17:Fig ==E'.:ISI -AT :% PAGE: 0 08 BN X ti XrOFSS1d. P UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW. u Q U 14"X 14" LVL RIDGE; z 51MF50N C520 CONNECTOR(TYP. ALL) j m 12 ~� . 10f \ OUTLINE OF DORMER. ARCHITECTURAL ASPHALT, 30yr. OC' \ 2-2" C.3. Thi RU ROOF SHINGLE WITH 15# FELT SCO C.T. * R.R. (TYPICAL O a oC BOTH ENDS) N OVER�" CDX PLYWOOD WITH q- nj ICE * WEATHERSHIELD @ PERIMETERS t VALLEYS 2+ W PROVIDE H2.5 CONNECTOR - 2x8 COLLAR TIES @ I G" OC _ V J C) !2 �10 2-2" C.B. THRU CJ �STUD_ Z @ I G" OC FOR ALL ARES PROVIDE CONTINUOUS IxG FASCIA BOARD, ALIGNED w/THI5 HIGHER WALL PLATE SOLID 13LOCKING @ CONTINUOUSLY ALONG FRONT OF J R-•30 INSULATION OVERHANG HOUSE; ADJUST OVERHANGS IN ALL OF LIVING ROOM ` 2x I O CEILING JOISTS @ I G" OC AREAS ACCORDINGLY* PROVIDE OUTLINE NE CONTINUOUS SOFFIT VENT C) WALLS E Of LIVING CUT JOISTS TO 51T � O 1'-4 i/2° UNDER EXISTING PLATE; 3- 1 1 g' LVL HEADER, w/TOP PLATE`.; zl vER"n"� FPAME NEW STUD UNDER5'-3 1/2' TREAT LVL FOR D7ERJOR ELEMENTS Q tSISTER TO EXISTING * FINISH w/ I"xALEKTRIM BOARD. - PROVIDE 51MP50N H2.5 2- 14"X 14" LVL RIDGE; C:ONNECTORTO RAFTERS SIMPSON C520 KITCHEN BATH LAUNDRY 35, � /~ CONNECTOR(TYP. ALL) \ 2. X 6 STUD FRAME @ I G O.C. P05T WHERE SHOWN Q MOISTURE RESISTANT R:19 IN5ULATION, L" PLYWOOD @ `G OG \ GYPSUM BOARD IN AL SHEATHING ON EXTERIOR, HOUSE WRAP BATHROOM AREAS $ SIDING A5 SELECTED; 2' GYPSUM / Zx�O 5N BOARD ON INTERIOR SIDE, TYPICAL FOR ALL EXTERIOR WALLS i/ � 2x8 CJ/ 16" OC 12 ,r � 10 POST TO RIDGE d MASONRY PORCH t COLUMN WHERE SHOWN IN BASE AS PER PLANS PIAN 2x6 STUD FRAME OC` BASEMENT CRIPPLE WALL PROVIDE SIMPSON OUTLINE OF CEILING BEYOND = CS 1 G STRAPPING A IC LANDING — -- -- 2x I O CJ @ 1 6't OC N "',PLYWOOD 5UBFLOOR Q 9"°ti 3 G C.J. @ I G" 0.C.- 7 O U �p 2'°' 0 3 BUILDING SECTION "C•, = n MUDP,OOM In o �? SHOWER t TOILET AREA STORAGE Ln O SCALE: �" = I '-0° � UNDER STAIR � � `p � 1 "X 14" LVL RJDGE --w 92'TJI F.J. @ I G" O.C. _-- SIMPSON (520 _ CONNECTOR,(TYP. ALL) w LLJ a Q (L = 12 O 10� � � Z 12 ARCHITEC=TURAL ASPHALT, 30yr. '00 1 O 2-z" C.B. THP,U ROOF SHINGLE WITH 15# FELT \(O C.T. t R.R. (TYPICAL OVER 2" CDX PLYWOOD WITH BOTH ENDS) ICE +I: WEATHER5hi1ELD @ �2� PERIMETERS VALLEYS 2} �— '— 2x8 COLLAR TIES C� I G" OC N PROVIDE H2.5 CONNECTOR. o�F,� BUILDING SECTION IIEII z 3- 9�" LVL HEADER Bw a 1111 2-2" C. . THRU CJ � STUD �� FLUSH TO JOISTS; @ I G" OC FOR ALL ARES - � KNEE WALL TO RAFTE=RS SCALE: 4" = i'-O" r 01 w/THIS HIGHER WALL PLATE FRAMED ABOVE N R-30 INSULATION ►-+ 2x 10 CEILING JOISTS @ 1 G" OC 2x 10 CEILING JOI5T5 @ I G" OC m CUT JOISTS TO SIT \ Z (j) F USE SIMPSON HU SERIES � UNDER EXISTING PLATE; CONNECTO TO CEILING FRAME NEW STUD UNDER �Y' GYPSUM BOARD JOISTS @ FLUSH HEADER W SISTER TO EXISTING TYPICAL ALL AREAS IPROVIDE 2"X G"STUD FRAME 3 WALL BETWEEN HOUSE It GARAGE; = USE ACCO 5TU DS ON ALL m MASTER CLOSET HALL AREAS AGAINST CONCRETE; PROV. — FIT 1 P,19 INSULATION WITHIN WALL>l f3' MUDROOM FIRE RATED DRYWALL ON EACH SIDE S S°o z ® SN4IK` z d 8" POURED CONCRETE FOUNDATION WALL W/ Z BASEMENT FOUNDATION AS 1'-4"X 8" d. FTG.; PROV. J SHOWN ON PLANS 2-#4 RE5AR IN FOOTING 'n 05 VERTICAL REINFORCING @ 40" O.C. (TYP. ALL AREAS) O Uy) z . U U Wa v z o BUILDING SECTION "D" `u SCALE: 4" = P-0" oT- N[W -M 2�0� oa �T PAGE: �O!>E S S 14r`T� UNAUTHO9/ZED ALTERATION 09 ADDITION TO THIS DRAW/NG AND RELATED DOCUMENTS 15 A VIOLATION OF•SEC. 7209 OF THE N.Y•5. EDUC=ATION LAW. rw Q U z Q z 2"X 10" RJDGE 12 W/SIMPSON C520 >_ CON N ECTO R 2- 1 a"X 14" LVL RIDGE; \ 10F 5IMP50N C520 \ O� 2"X 4" NAILER5 3L r 8 12 CONNECTOR(TYP. ALL) 5IMP50N H7 @ 6% '� 2x10S 12 ¢�@ 55TU 1/2 BEARJNG PLATE C9 CONNECTOR `O ghEa R� NFp R @ 4� FASCIA WITH / Zx 1 OC _ _- O N VENTED 50FFIT _ _ _ _ r 1 2- 12"X 71" LVL HEADERS W/ PLATE; Kj 2x8 GJ/GT I G" OG TREAT FOR EXTERIOR ELEMENTS, PROVIDE 5IMP50N H2.5 ua 3- 2x8 HEADER CC'NNECTORTO RAFTERS W Q ABOVE SHED WINDOWS; U 1 0520 STRAPPING ATTIC - "AZEK" BEADBOARD CEILING ON PORCH UNFINISHED, UNHABITABLE 0 TH READED ROD 2' DIA. Q TOP OF THESE PLATES 14" 5QUARE PERMACAST -� ALIGN w/TOP OF WALL COLUMN WITH RAISED PANEL 00 PLATES IN MUDROOM DETAIL AND CAP * BA5E, 4" PLYWOOD 5UBFLOOIR - - SITTING ON MASONRY PEDESTAL Lu Lu 9211,TJI 360 C.J. @ I G" O.C. `' WITH BLUESTONE SLAB TOP 0 z R 19 INSULATION GRADE 5IMP50N 55T6 ANCHOR BOLT cn PROVIDE 5IMP50d C5 16 STRAPPING PROVIDE 2 LAYERS 8" 2' DIAMETER 18" DEPTH DRYWALL ON CEILING OVER GARAGE Q GARAGE 2"X G" STUD FRA. E @ I G" O.G. N ° - �� 9'-0"X 8'-0" DOORS Q n R-19 INSULATION, Z" PLYWOOD N �� w/3- 1 18" LVL HEADERS FOUNDARTIEON WALL w/CONCRETE SHEATHING ON EXTERIOR, HOUSE WRAP h t C520 STRAPPING FOOTING 20"X 8"d. *5IDING AS SELECTED; J" GYPSUM BOARD ON INTER! R SIDE OUTLINE OF FLOOR IN MUDROOM PITCH SLAB TOWARDS 2- 2"X G" ACQ SILL PLATE DOOR,@ 1"/ IT. — OVERTERMITE SHIELD OVER, ENTRY DETAIL S I LL SEAL; PROVIDE 5IMP50N C520 W/ LPT4 CONNECTORS4" POURED CONCRETE SLAB SCALE: 4" - 1'-O" ON COMPACTED FILL WITH 8" DIAMETER ANCHOR BOLTS W.W.M. G X G/ lox 10 W/ 7" MIN. DEPTH @ 48" O.C. GAUGE WIRE(TYP. ALL AREAS W/ MIN. 3"X3"xe"WASHER @ PLATE WITHIN GARAGE) 71 8" POURED CONCRETE FOUNDATION PR BUILDING SECTION ILII UPPER SHEARWALL BOLTS CHORD Q 1'-4"X 8° d. FTG.;G.; PROV. CORNER BRACKET CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS BOLTS S 2-#4 REBAR IN FOOTING ANCHOR #5 VERTICAL REINFORCING SCALE: 4" = 1 '-O" a ONE ORNTWO SDESLATE ' O @ 40" O.C. (TYPICAL ALL AREAS) ANCHOR BOLT O _1z — 4 a O d�11" � � m RAFTER NOTCHED RAFTER -0 THREADEED ROD WALL TO FOUNDATION N 41 � 0 LnO RIDGE DOUBLE PLATE � Lp � RIDGE ANCHOR CORNER BRACKET CORNER HOLD-DOWN DETAIL BOLTS N.T.S. LOWER SHEARWALL METAL HOLD- DOWJ STRAP 2- 1 °X 14" LVL RJDGE; a SHEARWALL TO SHEARWALL 2-2 C.B. TH RU IYMAL RIDGE TO RAFTER STRAPPING IYPICAL RIDGE3Ef4 D RAFTER STRAPPING 38-16d SINKER w 51MP50N C520 �,- ` C.T. R.R. (TYPICAL SHEARWALL HOLD-DOWN DETAILS_ NAILS AS PER -3-2"X4"WD STUD C) tu CONNECTOR(TYP. AIS MANUFACTURER / � 12 BOTH ENDS) N.T.S. @ CORNER TYP, �k���17Ep -� 4b 5IMP50N H7 pox oa 2"X4"SILL O O CONNECTOR PLATE O = / 12 _ \ C _ g 1 xG FASCIA w/CONTINUOUS RIM JOIST TYP, R/ W / C 1 O� _ 2x8 CJ/CT G" OC -9" VENTED SOFFIT RAFTER DBL.SILL PLATE Z � BETWEEN THE END STUD �y« 3- 2x8 HEADER ABOVE AND THE 2 OTHER STUDS ANCHOR BOLT (1)#4 REBAR IN \ DORMER WINDOWS; RAFTER FOR ALLOWING CONNECT CORNER STUD SHEAR CONE-MIN. GHOLDDOWN INSTALLATION TO TRANSFER SHEAR 12"LENGTH O � C520 STRAPPING TOP PLATE FASTEN TOP PLATE _O -0 ' COMMON NAILS 30" MIN. -FOUNDATION @ 6"O.C. C� 44 P05T TO RIDGE \ 2"X 12" ACQ LEDGER.BOLTED REBAR LENGTH WALL TYP. WHERE SHOWN IN PLAN TO HOUSE FRAME WITH 5" WALL STUD 1/2"MIN, r�+�✓ KNEE WALL FRAMED `' "LEDGERLOK"SCREWS @ I G" O.C.; WALL STUD SIDEWALL 0- ENDWALL FROM CORNER ALONG ATTIC RAFTERS HANG RAFTERS FROM LEDGER @ 5'-0" HEIGHT 1 2 WITH 5IMP50N L5U2G HANGER TYPICAL RAFTER TO WALL STUD CONNECTJ4- ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION METALEOLQDOWN I UPJ,IETANC>JOJ3 Z 710 - I xG FASCIA BOARD, ALIGNED 3" PLYWOOD 5UBFLOOR CONTINUOUSLY ALONG FRONT OF R 9-"TJI 3GO C.J. @ I G" O.C. HOUSE; ADJUST OVERHANGS IN ALL 2ND.FLOOR WALL STUD KING STUDS W a AREAS ACCORDINGLY+ PROVIDE W 3- 12"X I I g" LVL I CONTINUOUS SOFFIT DROPPED GIRDER 2ND.FLOOR PLATE CRIPPLE STUD '_4 3'g" 3- 1 18' LVL HEADER, w/TOP PLATE; WOOD JOISTWOOD- JOIST SUBFLOOR - RIM BOARD HEADER Zi M TREAT LVL FOR EXTERIOR ELEMENTS PRDVIDESIMPSONJOIST HANGER FINISH w/ 1"x AZEKTRIM BOARD. BLOCKING 1ST.FLOOR TOP PLATES JACK STUDS a 3 �" DIAMETER STRUCTURAL PROVIDE SIMPSON H2.5 C I G STRAPPING STEEL COLUMN TO FOOTING `+ CON NECTORTO RAFTER5 GIRDERMEADER -tit Q' O o� WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD N b FAY 6) � TYPICAL HEADER CONNECTION x OUTLINE OF FLOOR IN MUDROOM J9ISLERAINING OVER WOOD GIRDER JOIST FRAMINr ELUSITYLM1iG=.EBmEAQE - co -- - TYPICAL MIJLTISTOP;Y CONNE�f TJONS_ ��� �s o 1 ST.FLOOR WALL STUD x� 3G"X 3G"X 12" POURED rx`aQ� 1 ST.FLOOR PLATE CONCRETE FOOTING (TYP.) SUBFLOOR SILL GASKET WALL STUD - WALL STUD RIM BOARD & TERMITE SHIELD BOTTOM PLATE - BOTTOM PLATE U BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL.SILL PLATES ® Z DOUBLE JOIST - DOUBLE JOIST (TO OVERLAP JOINTS) - BUILDING SECTION IIGII FOUNDATION WALL FOUNDATION WALL � Z SCALE: I '-0" DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1 ST.FLOOR TO FOUNDATION CONNECTIONS SILL PLATES T0_EQ2 QA.TION ANCHORING (n � Z � WIND RESISTANT CONSTRUCTION CONNECTORS U m CONNECTION LOCATION: PART NUMBER: NOTES: Z RIDGE-TO-RAFTERS C520_@ 21" APPLY TO EACH PAIR OF RAFTERS } RAFTER-TO-WALL H7 APPLY TO EACH RAFTER _ _ z RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER B/ o •-. PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO- 15T. FLOOR WALL LFTA or C520 @ 30 APPLY TO EACH WALL STUD D HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD Z I { SHEAR WALL HOLDDOWN ANCHOR 55TB 1 G APPLY TO EACH 51DEWALL END z ' 1ST. FLOOR-UNDER-SILL PLATE CS20 WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. PAGE' FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. UNAUTHORI-TED ALTERATION 09 ADDITION TO THIS DRA!MNG AND RELATED 00i_'Z1ME'NT 3 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION IAW. PLUI1QER CERTIFICATION /,.. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCYC 0 N T R A T R N T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, E�58)PDE",9E'D4TTWATER General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. SUI=PLY SYSTEM CANNOT Wood: GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: EXCEED 1110 OF i%LEAD. 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE eBUILDING ARE TO BE STORED INA ®A®K ASSOCIATES FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. t,vommerdd dedDn.enpineerinp.conaAttip 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2" BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. plgrl8; I ) BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH M6MdnStW 631161-6011 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be shaped as shown on architectural cross sections. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. WeslhortlpfonBeach,NewYork 11918 fmC 1631) 66-3354 E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACMUSSPLACARDING REQUIRED E-Mall. CkMM@Cd.cbm 3 p oeerkwK Arm 3 Kerr Anoclales,llc a fbMW1y East rrd Dedgn Anodolm UC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss late institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4• THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. -CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS OR ANY FLAMMABLE These drawings and specifications includingthe CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports g p REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. PLUMBING ideas, design and arrangements represented ALL PLUMBING WASTE therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. &WAT:ER LCtES NEED LLC. No part thereof shall be copied, disclosed 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: TESTING BEFOFiE COVERING to others or used in connection with any work or project other than for which they have been 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8 Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTF�UCTION AREA, prepared without written consent. PLUMBING, ELECTRICAL, ETC. a" Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS 7, PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI _ C. OR HEAVY DROP CLOTHS. v THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv - 825 95 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE APrr�R .VEDT,S f'. fED l 8" ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. DO NOT PROCEED WITH DATC. 77-- B.P.t' a. Laminated Veneer Lumber (LVL): FRAMING UNTIL SURVEY FEEX � �. UY)"�'�L-- g• THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: '' OF FOUNDATION NOTIFY BUILDI"JG I_JCPf�,BT;,:fCP,T AT DRAWINGS, AND ALL OTHER WORK THAT MAY BE (REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, JO AY PO'F'RIDA"Y, UED. 7G5-1302 F3 F,P�4 TO �"� P�14 FOR THE Fb = 2600 PSI FOLLO'.^t'I"JG INSPECTIONS: 10" ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. 1. FOUI,\;DATIO,r,? - TWO REQUIRED DEERKOSKI ARM&KEHL ASSOCIATES L.L.C. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WuRK OTHER THAN REGULAR HOURS. FOR POURED CONCRETE 1 1 • ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH ' LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS 2. ROU;H - FRAI`,'!NG P: PLUi�!OINIG WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. 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. 3. II'SULATION 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 4. FINAL - CONSTRUCTION 1AUST 12. THE CONTRACTOR IN COORDINATING THE WORK WALL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHBORS. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN � r �� BE COMPLETE FOR C.O. RESOLUTION. �L� � � � a I � I �_r .r REGARD TO CONSTRUCTION MEANS METHODS TECHNIQUES SEQUENCES OR PROCEDURES AND FOR ANY'SAFETY PRECAUTIONS AND ALL CONSTRUCTION SHA11 t,, �! C-T Th w ' ' 6 SPECIAL SAFETY NOTES ��• t..�m w ; �� REQU(RC!t!;ENTS OF Ti 1E CODES OF NEW1 3• THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS YORK STATE. NOT RESPONSIBLE' FOR ' HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ���r 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 DEQ OR CONSTRUCTION ERRORS. 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 � 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH 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 ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: 15. INSURE A WORKING SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ARE INSTALLED AS PER NYS CODE. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED 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 , ,--, of , .I-,- „ 1 r, AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR (��„•, 6 H ,.� _ 1C DES OF FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE ARE I IR KSI NEW YJ^I< SiA _ & TOWN CODES ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. e1*��^K1"�'� AS RE( 1JjRED ,4r„ p.;�FSOF r AtAt�,� 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DET �QRS ," > Co�ttication SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. tOCode' installed c IV, rvaBOAfiD FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ,IL .S CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY NOTE: 20 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPAI!tCY OR DESIGN CRITERIA II ��� �� 'U 1�������� PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HA\l` ,A CAPACITY (in pounds per square four) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. WITHOUT CERTIFICATE USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LI':'E LOAD DEAD LOAD SHEATHING NOTES: ®' OCCU;PAI'CY 11-1. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST USE OCCUPANCY EXTERIOR BALCONIES 60;. 10 & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MAN',''.'.. (WFCM) FOR ONE AND TWO -- RESIDENTIAL R-3 DECKS (f) 40 10 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ) TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 (1SHEATHING TO BE NAILED TO ACQ SILL(2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 II 3•' THROUGH ROOF Roof (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE V B ATTICS WITH STORAGE (b,e) 20 10 3 NO SUBSTITUTIONS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 PROJECT: All framing hardware shown on these plans, REYNOLDS HEIGHT FIRE AREA SLEEPING ROOMS 30 10 unless otherwise indicated, is Simpson Strong-Tie. . NO substitutions are approved or authorized, HEIGHT, BUILDING THE VERTICAL DISTANCE STAIRS 40 (c) 10. RESIDENCE FROM GRADE PLANE TOUNLIMITED AREA 3„ Due to the relationships of framing hardware to THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 2 the other components of the structure, any framing SITE PLAN SU OF THE HIGHEST ROOF AS PER TABLE 503 2 RFACE = 24'-11Y4"SECTION substitutions will render rener these plans SU PER SECTION 512 OF ROOF 20 20 3" nult and void, and Witt result In the installer/contractor THE BUILDING CODE OF assuming responsibility for the design and NEW YORK STATE. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- performance of the entire System, 7475 UNDVIEW AVE. TOTAL HEIGHT FROM RIDGE TO GRADE 29'-5Y2° POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 3„ 2,. 2" SOUTHOLD, NEW YORK b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 3 2" LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY ROOF DRAINAGE CALCULATIONS: SCT�II # 1000-059-06-011 DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER BATHROOM ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LAFRCH #2 AND BETTER STRESSES. BATHROOM 3 2 KITCHEN LAUNDRY ROOF AREA = 84 sq/ft DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL ACQ NC PINE #2 AP1D BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. 2 2•' 2' GENERAL NOTES 3" SI K e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS 2 � 3" 2" 2" 2.1 2" spa = A X X C VANITY VANITY VANITY DW I WASHER A = 2832.24 sq/ft ROOF RUN-OFF CALCULATION TABLE R402.2 2 w.c. w.c. MINIMUM SPECIFIED COMPRESSIVE STRENGTH GI CONCRETE SHOWER11 -7 T F�_� I SHOWER 2" 2" R = 2" RAINFALL = .17 ft FIRST ELOOR - - _ 2' 2 • � 3" 2" 2" 2" 2• C = COEF.. = 1.0 SET: ISSUED FOR: DATE: AREAS OF STRUCTURE MINIMUM SPECIFIED V = 2894 x 1 x .166667 = 482.34 C.F. COMPRESSION STRENGTH (a) (fc) 2., DECK TO BE REMOVED NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL 3 3" 482.34 CU. FT / 42.25 CU,FT./ VERTICAL FT. - 11.42 U.F. NEW CRAWL SPACE NA SEVERE (b) EX. BASEMENT 1573 SQ FT --- 3" USE (1) 8' DIA. POOL MIN, 5-0" DEEP AND (1) 8' DIA, EX. FIRST FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER 4" E.A. VENT 6" POOL MIN. 7'-0" DEEP = 507 C.F. NEW FIRST FLOOR 1636 SQ FT CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) C.0. ABOVE GRADE EX. SECOND FLOOR N A C•O• O'O', 4 „o C.O• S L: DATE: NEW SECOND FLOOR NA �'�'' ALL LEADERS ON HOUSE TO BE PIPED TO NEW NEW BALCONY NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) 3 3 3 To SCWA APPROVED F NEW LOFT NA GRADE, EXCEPT GARAGE FLOOR SLABS 4 -0 AUGUST 06, 2015 " CI SEWERAGE SYSTEM 8 DIA. x MIN. 6DEEP OR EQUAL LEACHING �F, DEE '0 PROJECT NO: ATTIC (HOUSE)(a) NA � `� S HOUSE POOL WITH COVER, 5�• '`rU � 983-2015 TRAP © COPYRIGHT- 2015 D.A.K ASSOCIATES, LLC, � ATTIC (HOUSE)(b) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS ArD * Q t,�t �� DRAWN BY: NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED -, •�� � NEW GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATI-.R 3,000 (d) ii BDK REAR OF HOUSE REQUIRES : UNDER FEDERAL COPYRIGHT LAW. t ATTIC (GARAGE)(c) NA �+ t � 2 CHECKED BY: BONUS ROOM 627 SQ FT (1) 8'-0" DIA. POOL MIN. 5-0 DEEP PLANS MAY NOT BE REPRODUCED WITHOUT 2 >,..� ti cz PORCHES, CARPORTS AND STEPS EXPOSED TO PLUMBING RISER DIAGRAM (NTS) WRITTEN AUTHORIZATION. �F� do 07Z�C <v`� JJD SCREENED PORCHES NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AYOFESS�Q�P� SHEEI NUMBER: 4 SEASON SUNROOM NA FRONT OF HOUSE REQUIRES D.A.K. ASSOCIATES, LLC. NEW DECK NA - (1) 8'-0" POOL MIN 1'-0" DEEP THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED PORCHES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 COVERED ENTRANCES 153 SQ FT (a) AT 28 DAYS PSI POOL HOUSE CABANA NA (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL IF STORM DRAIN RINGS ARE TO BE LOCATED IN Acceptance of these drawings does not authorize the right to build without ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING THE DRIVEWAY THEN TRAFFIC BEARING COVER the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF RAMP TO DECK NA CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE Ir, ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) IS TO BE INSTALLED AS PER STATE AND LOCAL of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. CODES. Verify all Conditions, Codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. construction. ® D•A•g ASSOCIATES,uc (a) WITHOUT STORAGE (b) WITH STORAGE Ic SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION / USE 8d INAILS THTH OF TIS MTS20 LTS20 DOUG-HK WO NAIL ALLOWABLE LADS tz FINEUPLIFT SIDE OF TRUSS. OLOAD FASTENERS LATERAL WITH /• , MODEL GA UPLIFT UPLIFT 8dx1 CODE TOTAL FOUR o ° I (133/160) � i N0. TO AVG 8d NAILS NAILS REF. INTO TRUSS /, _ ou RAFTERS/ PLATES STUDS ULTTo TO . (133) (160) F, F2 (133& - STU '- ° - TRUSS -- - NOTE: REFER TO SIMPSON WOOD CONSTRUCTION mcm TAKE-UP PROVIDE EI ING OIS ON H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND -_-- TAKE-UP WASHER SIDE OF CEILING JOIST ' 1 ®�® R ASSOCIATES, ITrr(•1 T>rr PROPER INSTALLATION PROCEDURES e AND ON SIDE Of RAFTER 11 L 1 1, A\JJ 1\J11LL311+�Iri\✓ W.l. leddenfld d•cammmcid design•englinee ft•consulft H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO , ART�'x12 • 506 Main Street phone; 1631)767-01 CODE Bd NAIL o / MODEL GA 2 REF. PLATES ° ` °• •• N0. MAX. CLEAR ULT. LFTA LFTA ° INTOo Weslhompton Beach,New Yak 11918 fa>c (631)466-3354 MDT PAN L QTY DIA 1 2" 21" 3" 31" 14" 2" 24" 3" 3}„ EIGHT--" S P 4 C CMraoLcan IN NAIL a DeedoOsld,Amt&KeN As10dCft&LLC a FNn r East End Design Ass0d01e$.LLC LFTA 16 24" 17" 38J"16-10d — 4200 1205 1400 5, 44. 851 STUD OWNERSHIP & USE OF DOCUMEN I5: DOUG-FIR LARCH / SO. PINE FASTENER SZ ALLOWABLE UPLIFT LOADS' o0 These drawings and specifications including the MODEL L AVG 10d 10d x 1j" CODE ° ideas, design and arrangements represented NO. ULT. REF, LFTA LSTA21 g g P therein, are the property of D.A.K. ASSOCIATES, 10d 1od x 1}" (133 / 160) (133) (1so) °' LLC. No part thereof shall be copied, disclosed to others or used in connection with any work MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 °° ° or project other than for which they have been ° prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 0 Simpson Strong-Tle HGA10 LST20 20 12-10d 12-10d x 14" 2383 775 720 1 720 3, 41 COUPLER NUT DETAIL "E" DOUG-FIR-LARCH Equal number of— TYPE f TYPE OF DIRECTION SO, PINE COMEp CONNEC- OF LOAD ALLOWABLE LOADS REF. S e c i f e d n a i l s m ' MODEL FLOOR ROOF133 each end o 1t 11 NO. TION (100) (125) 160 / I• Simpson Strong-Tie DETAIL "K" G 515 645 670 C S 16 LTP4 5 J 515 645 670 6. 39, 97 DETAIL H ' H 1 515 645 1 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S""(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 STUD DEFLECTION DEFLECTION CODE STU 5"- MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHESTAT HIGHEST REF. NO. BASE BODY s ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE 8 HB SB W H B SO CL DIAS'6 DESIGN LOAD DESIGN 000 SIMPSON GA GA QTY DIA 11" 2" 2}" 3" 3�" 5}" LOAD THE SILL DTOFF ° o TAKE-UP WASHER 0 HD2A 16 12 4A" 2�" 2 8" 2t$ 1� 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° ARTS"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT—LOADS AVG yy L STUD PLATE ULT. (13 3)'OF / SP (160) RODE NO. SP4 3A" 7J" 6-10d x 1}" — 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TIENSION LOADS CODE NO. GA W L NAILS ��� (160)R (133,) REF. o° WORK NOTES: LSTA21 20 1 21 16-10d 905 1 12105 1 1295 7. 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA NO. W L NAILS 100 R(133) (160) REF. Simpson Strong-Tie MSTA24 18 1 11" 24 1 18-10d 1 1025 1370 1640 7, 40, 90 L U S 4 6 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS SPACING REF. HD2A N0. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 OC. OF ROLL L IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 24" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HG NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS I FASTENERS ON O -FIR R H/SO. P14E ALLOWABLEA ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H BI HEADERS JOISTS AVG (UPLIFT FLOO (100N, SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d ULT. (13,3) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 " 4�" 2 1— 4-16d 4-15d 6076 1140 1160 — 1000 — 1150 — 1250 7, 40, 127 DETAIL "I" STU 8"- HUS210-2 14 3J" 9{�" 2 8-16d 8-16d 6076 1755 2105 —11650 1900 2065 1, 36, 84, 122 ARTJ-x12 SIMPSON U -FIR LARCH/SO./SO. INE ALLOWABLE A FASTENERS UPLIFT LATERAL CODE TAKE-UP WASHER MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. TO RAFTERS TO PLATES I TO STUDS (133) 1 (160) F Fz 160 HGA10KT 14 4-SDSJ"x1�" 4-SDS}"x3" 1 1523 435 1 435 1165 940 --- CNW- USE AMINIMUM OF S P 4 COUPLER N U T TWO 8d NAILS THIS SIDE OF TRUSS, CNw — STU 5"— /COUPLER NUT S P 4 8 TOTAL FOUR /. • 0 o SE A MINIMUM OF / SIMPSON 8d NAILS TWO 8d NAILS THIS INTO STD INTO TRUSS SIDE OF TRUSS. "- LSTA21 SIMPSON TAKE-UP WASHER MTS 1 6 TOTAL FOUR /. O HD2A N TAKE-UP WASHER Strong-Tie TAKE- INTO TRUSS ° L S T A 21 HUS 210—2 vs q TWO ° F1 PROJECT: " ANCHOR BOLTS REYNOLDS 8 AIL i TO PLATES o °0° EIGHT o TWO 8d NAIL Bd NAIL o INTO INTO "A" STUD Simpson Strong-Tie PLATES op° (D RES'®ENC E DETAIL H7 EIGH7 IN NAIL ® DETAIL "D" DETAIL "G" STUD Simpson Strong-Tie ° DETAIL SITE PLAN H7 Simpson Strong-Tie LFTA ROD SYSTEM LFTA LFTA 7475 SOUNDVIEW AVE. BP SOUTHOLD, NEW YORK SCTM # 1000-059-06-011 DRAWING TITLE: SIMPSON WINDLOAD CHARTS & CALCULATIONS LTP4 DDi AIL "L" & LTP4 STRONG-TIE DETAILS LTP4 SET: ISSUED FOR: DATE: I DETAIL "C" Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-door Connections 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 & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SE DATE: �� r� FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. of NEW Y AUGUST 06, 2015 LTP4 DETAIL B P� 1.DEER O� PROJECT NO: LTP4 (1) SHEATHING TO BE NAILED TO ACQ SILL C.:) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM e 4 tys� 983-2015 Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES �. DRAWN BY: Floor-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE BDK CHECKED BY: ND SUBSTITUTIONS 60 �_�' �,0 2 V. J J D R�FESS� SHELL NUMBER: All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, �� No substitutions are approved or authorized, 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 JAMES J DEERKOSKI PE assuming responsibility for the design and ® D•A•L ASSOCIAM UC performance of the entire system, ArA 301 o/. 29'-0° 25-0" D ®A e K ASSOCIATES uc lea(denHd &commmcid deOgn.Wdriaming.conxr ft 7'-6 1/4" 21'-5 3/4" 17'-5 1/4" 7'-6 3/4" CODE APPROVED EMERGENCY EGRESS PO.Boz 1675 phone: X6311 433-9084 CODE APPROVED EMERGENCY EGRESS WIfdDOW WELL (SCAPEWELL AS MFR. BY %"x12" Anchor Bolts @ 2'-0" oc. WINDOW WELL (SCAPEWELL AS MFR. BY BILCO OR SIMILAR) Southdd�NewYOrk 119]1 fa,C (6311 466-3354 BILCO OR SIMILAR) E4kt ubn654@opl0nine°net ALL INTERIOR AND 4" P.C. Slab w/6x6 WWM 10/10 c �1/ oIIbffrar %/%%%C` EXTERIOR HEADERS a . a i OWNERSHIP & USE OF DOCUMENTS: A n 8" P.C. Foundation - TO BE (2)1 Y4' X 9 Y2" EOE' These drawings and specifications including the 2x Ke wa HEADERS UNLESS ideas, design and arrangements represented Y Y CANTILEVER JOISTS therein, are the property of D.A.K. ASSOCIATES, 16"x 8" Conc. Footing Min. 3'-0" below Final Grade THIS AREA o o CANTILEVER JOLTS THIS AREA o I OTHERWISE NOTED L.L.C. No part thereof shall be copied, disclosed EMER. EGRESS - - - - - � to others or used in connection with any work or project other than for which they have been N EMER. EGRESS I I prepared without written consent. r - - — - - _ _ - - — - - - - - - - - - - - - - - - -- - - �• � - - — - - - - - - - - - - - - - (2) 13/4"x71/4" LVL— - - -I � _ _ _— _ — _ � _ - _ _ — _ - - _ - - _ J I I , /4"x91/2" LVL ALL TJI's AND TRUSSES — -(2j1 3/4Lx7 fi/4�Vt- — — — I � I 8"x8'-0" POUR. CONC. I I 11 �� (2) 1 3/4°x9 1/2" LVL I CALL ON 16"x8" CONT. I I I (2 1 3/4"x 1/2" LVL ARE TO BE INSTALLED AS B I I I I PER MANUFACTURES SPECS APRON DETAIL. A 202 , a I I I (2) 13/4"x9 1/2" L L-_\ (2) 1 3/4"x9 1/2" LVL a ° AND IN COMPLIANCE WITH a �„ � v> a PROVID sc*v°�� I I v N N CLEAN- UT _ Basement I oo N I NYS. CODE. N Basement I 8 I ( � UNFINISHED I = N I I� a I I UNFINISHED 01x x LW__ Q °CONC. SPREAD FTG. N CONC. SPREAD TG. C NC. SPREAD FTG. _ o I a I 24" x 24" x 12" WITH 24" x 24" x 12' WITH I 2 " x 24" x 12" WITH ( ALL TRUSSES TO B E (4) #5 REBAR E.W. I (4) #5 REBAR E W. O #5 REBAR E.W. I PROVIDE METAL CONNECTORS �o g" 3'-1 1/8" 8-0 3/8" 8'-3 5/8" 8-3 5/8' 7' 4 1/4" 7' 5" 7'-5" 8' 1'- g" AS REO'D., TYPICAL CERTIFIED BY TRUSS COMPANY. ENGINEERING 9 71 (3) 1 3/4"x9 ,/4 CERTIFICATE TO BE cN L N L L — _J � t I 14 N SUBMITTED TO BUILDING / (2) 1 3/4"x9 1/2" LVL, TYP. DEPARTMENT PRIOR TO EA. END OF STAIR OPG. M UP 14R. I I WORK NOTES: A / / 6 Basement M 1-1I I (2) 1 3/4"x9 1/2" VL, TY . INSTALLATION. It - <71 —04- I EA. END OF STAIR PG. 302 / // x UNFINISHED L_ (3) 1 "n9 1/4" LVL _ JI M N �% I I CODE\ 5'-1" S" APPROVED CE WDOWWELL (SCAPEWELL I BY / V I I BILCO OR SIMILAR) acn � / Q, \11vSTEEL POST ENTERED STEEL POSTS UNDER BEARING FROM JI \ o o `r A / \ \ GE BEAMBOVE. BEAM POCKET / \ CONC. SPREAD FTG c5 = o 303 \ \ \ 36" x 36" x 12" WITH oo EXTEND WALL & FTG. — — — — — — \I I o Ln / \ \ (5) #5 REBAR E.W. /\ FOR BEAM BEARING — a �� 6 M J PROVIDE STEPPED FOOTINGS \ oo — _ — — — — — — — — — - - - - - I B AND GARAGE FOUNDATION / \ /0 / WALLS AS NECESSARY TO / / \ \ >>• / / ? I I 304 I Q; A�� MAINTAIN THE GARAGE / \ ^� FOOTINGS S-0" BELOW / / \\ ° \ (2) 1 3/4"x 2" LVL / / �i, FINAL GRADE. ALL FOOTINGS / / BEAM SOCKET \ \\ / / rjfl� _ _ _ _ _ _ _ _ _ _Ti}T- _ _ _ _ _ _ — _ _I I 20� TO BE SET ON VIRGIN SOIL. \ / • ' / �2� I a I / ° a co UNEXCAVATED � � - - - - - - - - - - ° I L4"CONC.SLAB — - I ' PROJECT: / - - - - REYNOLDS 306 8" - - - J RESIDENCE ON 16'x8" CONT. CONC. FTG. \ / � 2" LEDGE AT OPTIONAL —1x8'-0" POUR. CONC. WALL GRADE, / FOR FUTURE CULTURED g,-g 3/8" 1'-8" 6'- 1'-8° MASONRY VENEER / 8 -0" POUR. CONC. WALL SITE PLAN ON 1 " CONT. CONC. FTG. VERIFY HEIGHT IN FIELD OF PORCH WALLS, PRIOR q TO INSTALLATION. VERIFY HEIGHT IN FIELD OCOLUMN NPRIOR 747'5 SOUNDVIEW "E.UNEXCAVATED „'' ''' �/ � h' TO INSTALLATION, Slab w/6x6 WWM 10/10 / 31'-2" 5'- " 15'-2" SOUTHOLD, NEW YORK ALL INTERIOR AND SCTM # 1000-059-06-011 VE Y HEIGH IN FIELD 52'-0" 0 COLUMN PAD, PRIOR EXTERIOR HEADERS / / / 8" POUR. CONC. WALL / O INSTA ATION. ON 16"x8" CONT. CONC. FTG. / / 0 2" LEDGE AT GRADE, OPTIONAL TO BE (2)1 Y4"X 9 Y2" LUL. DRAWING TITLE: 6" MIN. WIDE P R. CONC. ACROSS THE DOOR OPENING. / FOR FUTURE CULTURED � \ 0 7;A 02 ON 16" x 8" NC. FTG. WALL TO BE 6" BELOW THE / /j/ �° MASONRY VENEER HEADERS UNLESS o WING WALLS OR RIDGE GARAGE SLAB TO ALLOW FOR o \\ .�R�AM END UPPORT THE CONSTRUCTING OF APRON. OTHERWISE NOTED A \ A 304 \ a ° \� 301 ALL TJI s AND TRUSSES FOUNDATION PLAN 70, \ 8"x4'-0" POUR. CONC. / \ / �� \ a a \ WALL ON 16"x8" , , / ARE TO BE INSTALLED AS \\ \\ CONT. CONC. FTG, A PER MANUFACTURES SPECS AND IN COMPLIANCE WITH s; \ NYS. CODE. VE FY HEIG IN FIELD COLUM PAD, PRIOR ISSUED FOR: 0 INSTA LATION. `ti \ 1/0- \ / ,b 'EAL: DATE: B �� if NEW 10 AUGUST 06, 2015 203 A B �P�cl EER, - PROJECT NO: A101 201 to e� # `P� f5 983-2015 r DRAWN BY: BDK VERIFY HEIGHT IN FIELD0 4,FO ZyC �� OF COLUMN PAD, PRIOR ZJ' A CHECKED BY: ii TO INSTALLATION. NOTE: COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC ssx SHEET NUMBER: ALL ANCHOR BOLTS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM FOUSEU N OAT I O N PLAN ARE TO HAVE 3"x3" BASE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION 1 & P I WOOD FRAME BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY A1 01 D AS CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE. SOUTHOLD NY 11971 PLATES 70 BE Scale:!/4'=1'-0' WASHERS,. (SIMPSON) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI, PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A-K ASSOCIATES, uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)9/4"x 9%" LVL HEADERS agencies prior to construction. r PATIO a'1�A&M, 202 EXPOSED ALL INTERIOR AND ALL INTERIOR AND AGGREGATE p A EXTERIOR HEADERS 30, 305 EXTERIOR HEADERS TO BE (2)13/"X 9 %" LVL. 54'-0" TO BE (2)1 %"X 9 %" LVL. D -A°K ASSOCIATES LLC HEADERS UNLESS29'-0" 23'-4" 1'-8" HEADERS UNLESS redden" &cwvnw W deAgn-engrmft.o °wW OTHERWISE NOTED 7'-61/4" OTHERWISE NOTED 2'-4 1/4" 10' 4" 8'-10 1/4" 7'-5 1/2" 5'-0" 12'-5" I 5'-11" 1`0300675 �1Qf1g; �631�433- { Souf K Newyork 11911 1mC 1631)466-3354 2668 NTRY 2x6 WALL CA 2-4x -0 9'-1 1/8" HIGH WALL 8'-7 1 .8" HIGH WALL c c c EMO �fx1654�aptorline.nel ALL TJ I's AND TRUSSES 9'-1 1/8- HIGH WALL 2668 ENTRY FIXED 2668 ENTRY CA 2-4x5-0 A 2-4 5-0 CA 2-4x5-0 ALL T J S AND TR U S S E S EMER. EGRESS �Deerlaosb�"^d.KOH Asioclatec LLC®t«^?ery East End Deslpn Associates LLC ARE TO BE INSTALLED AS 9'-5 5 8" HIGH WALL c / CA 2-4x5-0 CA 2 4x5-0 CA 2-4x5-0 o BOOK ARE TO B E INSTALLED A S OWNERSHIP & USE OF DOCUMENTS: PER MANUFACTURES SPECS = 2' = 3 1,2° (3) 1 3/4°X9 ,/2" LV (DROPPED) _ PER MANUFACTURES SPECS 4'-8' 4'-8' These drawings and specifications includingthe AND N COMPLIANCE WITH N A 2-4x3-4 CA 2-4x3-4 2 1 3/4 X9 1/2" VL DROPPED ideas, design and arrangements (2) 1 3/4"x9 1/2" LVL (DROPPED) 6" 3 1/2' E X ^ AND N COMPLIANCE WITH 9 gements represented o therein, are the property of D.A.K. ASSOCIATES, 6., � 9' 2., 5, 7.. 5. 5.. ,-8. i N PROVIDE NLLC. No part thereof shall be copied, disclosed NYS. CODE. 6 - " 6 5'- 1 4' DW 1 -10 1 2 YS. CODE.a OUTSIDE AIR to others or used in connection with any work 1'-1 1/4" 14'-2 1/2" 2'_0 /4 / , 0„ AS PER NYS. or project other than for which they have been 2 KITCHEN LIVING ROOM CODE. prepared without written consent. va PROVIDE N DD BEARING LEG TO o 4.5:12 CATHEDRAL CLG. o CATHEDRAL CLG. 8 GLASS DOOR ASPERS304 DINING ALL TRUSSES TO B E 10 @CARPETCODERUSSES @THIS WALL WOOD FLR. VAULTED CERTIFIED BY TRUSS 113 - o CLG. ! w LINE OF CATHEDRAL o -� PROVIDE o 2012 MASTER SUITE = wOODFLR. QQ� � � CLEAN-OUTIn COMPANY. ENGINEERING N w LINE OF CATHE RAL CL w o PROVIDE CERTIFICATE TO BE 9'-1 1/8"CLG. w n w m ANGLE FLOOR CARPET z GAS-LOG FOR STAIRCASE _ SUBMITTED TO BUILDING w~ � " HEAD ROOM ,4' 2 1/2" LI: iELi V co PROVIDE DEPARTMENT PRIOR TO p REF. cL o MICRO. PLANT LED(E ABOVE 38" HIGH WALL 20" HEARTH h 3 1/2" 11' 3 i/ N ° 5 1 2" BELOW 3 1/2" W/ WOOD CAP AS PER NYS 6'-9 1/2" 3 1/2" SD 7'-1 1/2" -11 1 " 3;_g" 3 1/2"� 4'-9" 3 1/2" S-0' 2' CODE 1..3 1/2" 4'- " 3 1/2" -7" 3 1/2" 7' 4" 6" l� PROVIDE INSTALLATION, N PANTR -0 GL 4 1/4" 1'-7' 5-7 3 4 A < GAS LINE FOR LOG N 802 LINEN o = r ti -------- 2'-6 N HALL o a FIREPLACE CONSTRUCTION h\� }0 9-7 1 4 CARPET N O PN TRY-• 1 4„ - � ,A'I^ 2'-0" YYy TO COMPLY WITH ALL MASTER BATH 2-D 3 4- 31 L STATE AND LOCAL CODES �; � 2- TILE 8 BATH P 9' 2-8 3-0 HALL FLR. ,• 0 ® TILE TILE FOYER 's Sa FLR. FLR. SHOWER 1T-6" LUAv ED PLANT LEDGE ABOVE ^ WORK NOTES: CEILING. o (EXTEND CATHEDRAL o w � N wo �R =0 2" OVER PLANT LEDGE) 7 2-8 "\ 9'-2 1/2" 2' "' 14'-0" o= rn \ 6-5 2-8 1 = r7 � SHLVS. � 10 7/8" � J , � �� LINE OF CATHEDRAL \ N a PQ TILED SHOWER \ / " LAUNDRY I-01 0 c N °g' 22"x32" �� TILE FLR. of L 'vERED CLO. / �JJ 1 >>/�" AATTI CCESS O�Q�� SD o ~ Ir Ir U) C'� FOR DING 4CD BOVE / `kr- WIC 2-0 D W 2x WA CARP N Q 00 BROOM 42" HIGH PLUMBING WALL 12" TRANSOM HOME FF1C 203 TAE S 0 EN -1068 3068E TRY - (2) 1 3/4"x9 1/ ' LVL iUPSET) CLO ET4 _ \ O \ �AW 2-4x2-4 AW 2-4x2-4 VAULTS of o 1 3/4" x 16" LVL �; �, �`L CLG. CD HDR. ' \ (3) 1 3/4"x11 7/8" LVL, o= �� COVERED w N CANT. TO CARRY FOYER WOOD M C B ��� 41 + HALL ��{� ROOF rRussEs PORCH FLR. Q 00 306 0 I LE c� — — — = `V STEPS DN., A 2-4x4- CA 2-4x4 CA 2-4� 0 201 - �y ✓660 �g, TO GRADE 3 2" 3 �f2" 3 '2" g' \ + , 6 76,�6"v 6„ N% O°°iSSTFA Ell CA 2-44-0 T �1 \ S 2EAR;NG N, POINTS / ' PROJECT: TRY ^,`�' D CORATIVE BUILT-UP, TAPERED C LUMNS, TYPICAL REYNOLDS 15-0" 7 RESIDENCE Q� O T�� 0 oJ� STEPS TO GRADE AS ,V� �q� • �X F�k 6• REQ'D.(FIELD DETERMINE HT. & (� q��\� 6"° ST �Q�' NUMBER OF RISERS) SITE PLAN A B `C) ` s �o `� o� 301 305 Tv�60 CAR GARAGE �� o,. 7475 SOU N DVI EW AVE. 4. �s'6" 5/8" FIRE-RATED � � ;�} o�p SOUTHOLD, NEW YORK O V °�°jSTS DRYWALL ON ,� ,o' CLG. 2 SCTM # 1000-059-06-011 ` / TJ/�6o DRAWING TITLE: v0 P� °° rsTs Qom. A � 303 FIRST FLOOR PLAN 5/8" GYP. BD. REQ'D, AT AL �` �' q�\A WALLS SUPPORTING FLOOR/ 2�Ac CEILING ASSEMBLY ABOVE. .Q i A ISSUED FOR: 304 ' r' ;BJ EA • DATE: B AUGUST 06, 2015 77 0 7/8 201 �Q� OF NE w PROJECT NO:,� 0 983-2015 DRAWN BY: r fsyy Cr B D K 0 ' 14 LU �n t, Z CHECKED BY: J J D NOTE: ��,o 072 � SHEET NUMBER: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC ALL ANCHOR BOLTS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM _ FIRST FLOOR P ARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY Al 0 2 PLATES TO) BE USED AS FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 Scale:%"=1'-0' WASHERS. (SIMPSON) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 418" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI, PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D-A-K ASSOCIATES, ur EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/"x 9Y" LVL HEADERS agencies prior to construction. : ,�� l I �o�li ALL INTERIOR AND ALL INTERIOR AND EXTERIOR HEADERS A EXTERIOR HEADERS TO BE (2)1 %4"X 9 %" LVL. 202 , TO BE (2)1 %4"X 9 %" LVL. D -A,,K ASSOCIATES uc HEADERS UNLESS HEADERS UNLESS `wIvrm°iddeogn'«mmewtv.`"'wftQ OTHERWISE NOTED OTHERWISE NOTED P0.Box 1675 phone: (6311433-9064 Sol f ltNewyork 11971 fmc 16311466-= ALL TJ I's AND TRUSSES �,,, , ,�,�,,,, =® Rid slbn& tonin m ALL TJI s AND TRUSSES ,«�,&W��,, � ARE TO BE INSTALLED AS � %/�''���"���--�r�'����' '�"��l���` � modCftl ARE TO BE INSTALLED AS OWNERSHIP & USE OF DOCUMENTS: PER MANUFACTURES SPECS PER MANUFACTURES SPECS These drawings and specifications including the ideas, arrangements AND IN COMPLIANCE WITH AND IN COMPLIANCE WITH therein, arelgtheaproperty ofDAK.represented ASSOCIATES, NYS. CODE. NYS. CODE. L.L.C. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. ALL TRUSSES TO BE B CERTIFIED BY TRUSS 202 COMPANY, ENGINEERING CERTIFICATE TO BE SUBMITTED TO BUILDING DEPARTMENT PRIOR TO 0 INSTALLATION, I I WORK NOTES: �Q,\ A 2x6 WALL FOYER BELOW C } I � B BEARING POINT CONTINUOUS TO STEEL POST IN BASEMENT FIXED 2-4x2-4 26 WALL � q FIXED 2-4x2-4 FIXED 2 4x2-4 FIXED 2-4x2-4 T 1 P i Bonuoom -A BEAM BEARING 201 Y POINT UNFINISHED �xs �q(( l\ PROJECT: REYNOLDS i .0T �� �� RESIDENCE SITE PLAN C�2q DOST q) os ^� 7475 SOUNDVIEW AVE. (2) 13/4" x /8" LVL RAFTER - I A SOUTHOLD, NEW YORK 717 U ER DORMER �'9F 8•- SIDE ALL, TYP. 3 + SCTM # 1000-059-06-011 2Q�✓OjsT v<v �� � DRAWING TITLE: C'2)2y �Ois vQ �o �C A A 304 >> 303 �,qF�8„ TFC lv0 \ BONUS ROOM FLOOR PLAN F (2) 1 3/4°06° LVL W/ 4 1/2" F AFP BEARING ON EACH SIDE r� Cq/00 A5/ 2s D q 2�"4, 0 � `V ISSUED FOR: �P SEAL: DAl E: 7B B aF NEW y AUGUST 06, 2015 7231C 0201 �P�S • DEEn�0 PROJECT NO: * } 4 t� U� * 983-2015 '" D! DRAWN BY: f W BDK CHECKED BY: ,oR0 072 4 �� JJD NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC �FESSI N SHEET NUMBER: ALL ANCH(DR BOLTS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM BONUS R FLOOR P ARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY A103 PLATES TO BE USED AS FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 Scale:4=IT WASHERS. (SIMPSON) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc, FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A•K ASSOCIATES, uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS agencies prior to construction. M ZA ze /Zk�z/o/. RIDGE VENT - - EG EG D ®A m K ASSOCIATES uc J rude M a,coa10 conAA,W iz PO.Bax 1615 phone: (631)433-9084 3 Southold,NervYork 11911 fcnc (631)466-3354 . EMa1� ssbn654�optoriir�e.ne1 OWNEKSHIF' & U5E OF DOCUMENTS: 1 These drawings and specifications including the * 12 ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, WWI I ZZZ.-ZZ UE �W/ /4 W/T/4=Z1 I Z.Z-ZZ ZIp L.L.C. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been 144 144 Z4 prepared without written consent. _ T.O. BONUS RM. FLR. jl� —12 109' - 5 3/8" 4.5 1ST. FLR. T.O. PLATE— -- - — -- -------- ----- ----- ----- -- -- - - -- -------- 109' 0 ri rl El El77,� 1STFLR_ T.O. SU B F L R_- --------- - — -- - — -- - -- - -- -- - r'- _c;- --- - - - - -- - —----------------------------------- --- ---- - -- - -- - --- ----- ----- ------ - - — ----- BOTTOM OF JOISTS 99' - 1 3/4' SOUTHEASTERN FRONT ELEVATION „A" WORK NOTES: A 301 CONT. RIDGE VENT, TYP. ;i"hNDING SEAM METAL ROOF DIMENSIONAL SHINGLES _a 12 PROJECT: 10 REYNOLDS I RESIDENCE 3 1/2"x10" CEDAR PERGOLA [J U 8"x8" BEAM SITE PLAN i J 7475 SOUNDVIEW AVE. SOUTHOLD NEW YORK T_0,_ BONUS PM._FLR_ _1ST_FLR._T.O. PLATE 09' - 5 3/8 109' - 1 1/8" - . SCTM # 1000-059-06-011 6" EXPOSURE FIBER CEMENT LAP SIDING DRAWING TITLE: co 00 M 11 7nI5/46 CORNER TRIM, TYP. CULTURED STONE VENEER AND PRECAST CAP ELEVATIONS --- - ------ -- -- --- - -- -- - ---- - - -= -- IST_FLR._T.o_SUBFLR_- , AS NOTED 100 _ --------- -------- ---- ----- --- ---- - -- - - - -- -- -- - - - --- --- - - F� ---BOTTOM OF JOISTS - --- ST FLR, T_0._SUBFLR. - - ---------- -------- --- - ---- ----------------------- ----- -- ----- - ---- - ----� -------- � 0" GRADE B 304 FRONT ELEVATION " B"SOUTHERNA B ISSUED FOR: 301 305 S L: DATE: E NEW AUGUST 06, 2015 DEFQ��p� PROJECT N0: Ur 983-2015 r— - " DRAWN BY: m / w BDK ZNF - _ CHECKED BY: 0. �� JJD NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC R�F�SS1 SHEEI NUMBER: ALL ANCHOR BOLTS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM ARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY A201 PLATES TO BE USED AS FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 WASHERS.. (SIMPSON) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48' oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D-A-K ASSOCIATES, uc EACH ENO OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/"x 9%" LVL HEADERS agencies prior to construction. 05 2//ff/ //'!//'M/t//D � - / - - F n ill /i qAM D -A®K ASSOCIATES >.�c P0.BOX 1675 phone: 1631)0-M Southold,*#Yd 11971 fmc (631)466-3354 E Adt Zbn65ftton1ne.net oeeruosb.Ium a Kerr Auoclates,uC o ton►,edy east ry,d oeslpri�,nocaro:,uC OWNERSHIP & USE OF UOCUMLNTS: These drawings and specifications including the 11 fill ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 12 � T 10 Nxx T.O. BONUS RM. FLR -- - - --- - - - - - - ---- ------ 1ST�hILR. T.O. PLATE_ ------- - - - 109' - 1 1 A�, -{�► l' 00 rl Vj r T F S R L . T.O. SUBFLR, WORK NOTES: ------- ------- - 100' - 0' ------- - -- - --- -- ----- ------- ------- - ------ --------- - -- - — —- -- — - -- ---- -— - - ---------- --- - ----- -- ------- - -- ----- ---- ------ -------------------------------------------- --- -- BOTTOM OF JOISTS _ - — 99 - - -- - --- 1 3/4" GRADE 305 I A I� TRTHER�I AR ELEVATI011\1 "A" 301 PROJECT: REYNOLDS RESIDENCE SITE PLAN 7475 SOUNDVIEW AVE. SOUTHOLD, NEW YORK 12 ZW 10 ,+ SCTM # 1000-059-06-011 I DRAWING TITLE: 44111 ) 44 4 41 441 414 144 ELEVATIONS AS NOTED -- - ---------- ----------------- ----------- - ISSUED FOR: NORTHWESTERN REAR ELEVATION " B" S AL: DATE: <0 NEW AUGUST 06, 2015 PROJECT NO: 983-2015 DRAWN BY: w BDK CHECKED BY: 0 07? �� JJD NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC F�sse't, SHEET NUMBER: ALL ANCHOR BOLTS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM ARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY A202 PLATES TO BE USED AS FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 WASHERS. (SIMPSON) NOTE' DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D-A-K ASSOCIATES, uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/"x 9%" LVL HEADERS agencies prior to construction. //02/z z I I "r D ®Ae K ASSOCIATES uc resfdema &commencld ckftn.eWneMng.coraA tip A A P0.Box 1675 Om: (631)433-9084 303 302 Soufhold,NewYork 11911 111 (631)466-3354 Eft zbn8ftbniie.ne1 oeaeon0i Ann&KM AnocloMs,LLC o Tommy East End Ded9n Asocials,LLC ///%%/l/%/"'`�Z//%O%/D% 111 �%'O OWNERSHIP & USE OF DOCUMENTS: 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 to others or used in connection with any work or project other than for which they have been prepared without written consent. k -_ T.O. BONUS RM. FLR. 109' - 5 3/8" 109 - 1 1/8 9- A - - -- - -- - ---- -- - -- -- - -- IST FLR. T.O. SUBFLR. � • '..f __-BOTTOM OF JOISTS 99' El- - 1 3/4" GRADE SOUTHEASTERN FRONT ELEVATION "A" A A A 302 303 304 1 PROJECT: REYNOLDS - RESIDENCE SITE PLAN s _ I A. 7475 SOUNDVIEW AVE. 9 S III SOUTHOLD, NEW YORK SCTM ## 1000-059-06-011 1 11 H III III RUH 111 110 111 AIR A I IH T.O. BONUS RM. FLR. ' T.0 BONUS RM. FLR. 109' - 5 3/8" _ 1ST__FLR.9T,0. PLAT8f_ DRAWING TITLE: - - -- -- - - - -- --------------- � - - - - 109' - 1 1 fig„ 1ST. FLR. T.O. PLATE �- -- - - - - - - - - - -- - -- - 70_9' - 1-1/8" ELEVATIONS AS NOTED El H 1ST FLR. T.O. SUBFLR. IST O. SUBFLR. 100' - 0" �__--- - ------ ------------ --- ---------- ------------ — - --- - --- 100' - 0" _ _BOTTOM_OF JOISTS --------- - --------- -------------------------— - -------- ----- ---- - - -- -------------------------------- --------- - ------ ------ --------- 9 ---------- ----- ---------- ---------------------------- -------------------------- - -- ---------------- -___ ISSUED FOR: 99' - 1 3/4" -- - - GRADE E WESTERN ELEVATION " B" NORTHWESTERN REAR ELEVATION „c„ SAL: DATE: AUGUST 06, 2015 F NE(tiY PROJECT NO: DEER 4,p� 983-2015 DRAWN BY: r d* w BDK t w CHECKED BY: JJDNOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC pF 072 N�- SHEET NUMBER: ALL ANCHOR BOLTSEssio OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM ARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY A203 PLATES TO BE USED AS FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 WASHER'S. (SIMPSON) NOTE' DOB NUMBER: OF FLOOR ,JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building JAMES J DEERKOSKI, PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D-A-K ASSOCIATES, uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/"x 9%" LVL HEADERS agencies prior to construction, / VA n"/ 0 ,0-1 r D e A m K ASSOCIATES A A reside t 6 commercial design•endnowft•com*trp 202 301 A P0.111=11675 phone; (631)4M-9W 305 SiAftdi ,NOWYork 11971 bC (631)466-3354 Eclat ssbo654@oplonine.ne4 oesdamid,Ann&KeM Auociates,LLC•toen ly East End oedign Afsodates,LLC OWNERSHIP & USE OF DOCUMENTS: I I 01irlI N These drawings and specifications including the o _ ideas, design and arrangements represented `r therein, are the property of D.A.K. ASSOCIATES, ' LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. B 202 l'-6"Return Overhang Below N I O N O 6 A 302 N WORK NOTES: I N M N A z? o 303 1'-2" 6' H 11 11 a i i �2 N A 203 AIflu 201 c= _ PROJECT: REYNOLDS ARCH R OF RESIDENCE 1'-4"[8" 7'—J" 8" 1'-4" B SITE PLAN 304 7475 SOUNDVIEW AVE. SOUTHOLD, NEW YORK A SCTM # 1000-059-06-011 X0.,2 A 302 DRAWING TITLE: ROOF ELEVATION A 3•�2 303 ROOF ELEVATION ISSUED FOR: A 305 41 B 'EAL: DATE: 201 N�'t1,y AUGUST 06, 2015 B SP1 - 3. EERYD,p� PROJECT N0: Q Us * 983-2015 DRAWN BY: n .rr w r^ fe i w BDK CHECKED BY: 72 �'� J J D NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC R�FES �N SHEET NUMBLR: ALL ANCHOR BOLTS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM ARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY A204 PLATES TO BE USED AS FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 WASHERS. (SIMPSON) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A•K ASSOCIATES, EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9y" LVL HEADERS agencies prior to construction. r' /Y I RIDGE VENT, TYP. - D ®A-K ASSOCIATES uc resick%Md &comm ate,•«wry• ROOF LIVE COAD: 50#PSF I ASPHALT SHINGLES ON 1 LAYER �'�`��s III=; �I��-9o�t 15 FEET O N 5/" CDX soufhold,NewYak 11971 b` (�1)�-W # �t sstnk4M SHEATHING ON PRE— D8«+ &KWAss=iatmLLCe+ 8rrQn , ENGINEERED SCISSOR TRUSSES OWNERSHIP & USE of DOCUMENTS: @ 2'-0 0.C. 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 12 1 '-6" to others or used in connection with any work or project other than for which they have been 12 —13 7 - prepared without written consent. ALUM. DRIP EDGE ON ALUM. FASCIA ON 10 2x6 SUB-FASCIA VENTED ALUM. SOFFIT (3) 1 3/4"x7 1 /4" LVL 12 10 4.5 I 12 PLANT LEDGE ABOVE FIBER CEMENT SIDING ON TYVEK WORK NOTES: ON 2" CDX SHEATHING ON #2 SPF 2x6 STUDS @ 16" O.C. W/ 5 12 - 1 /2" R-19 BATT INSUL. & 1 /2" 4.5 Q GYP. BRD. i 2'-0 1 2" !,ILII 00 0 FOYER F-- LIVING rK U l (3) 1 3/4"X11 7/8" PROJECT: 00 LVL, CANT. TO CARRY REYNOLDS 3/4" T&G CDX SHTG. NAILED & FOYER ROOF RESIDENCE GLUED TO TJ1210 x 9 1 /2" JOISTS O TRUSSES SITE PLAN @ 16" 0.C. -_ O r ® I r - - 7475 SOUNDVIEW AVE. o _ a SOUTHOLD, NEW YORK ° SCTM # 1000-059-06-011 DRAWING TITLE: P.T. 2x6 SILL PLATE ON SILL SEALER ANCHORED W/ %"x 18" LIVING ROOM DIA, ANCHOR BOLTS (ANCHOR SECTION BOLTS MIN. 15" IN CONCRETE & MAX. 4'-0" APART — MAX. 1 '-0" FROM EACH FOUNDATION CORNER) 4" CONC. SLAB Issu 8"x8'-0" P.C. WALL ED FOR: ON 16"x8" P.C. FTG. _ - ASPHALT DAMPPROOFING 4" FLOOR AND FOOTINGI TALE – S �P�.��F EFR yO,p DATEAUGUST 06, 2015 SET IN PEA GRAVEL - AS PER ��� � �U�,� PROJECT N0: SITE CONDITIONS ? `• � , DRAWN 8983-2015 `PF` Q Gl 7 B D K F. CHECKED BY: NOTE: COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLCJJD SHEET NUMBER: ALL ANCHOR BOLTS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM "All ARE TO HAVE 3"x3" BASE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY SECTION OOM LIVING. PLATES TO BE USED AS CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 A301 WASHERS. (SIMPSON) NOT: � DOB NUMBER: OF Scale:Y" = -O�� FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A•K ASSOCIATES, uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS agencies prior to construction. / I 'mgrE D •AeK ASSOCIATES �c rodder W d,wnffw rld dedgn•wdneWng.=Wft 10 R-30 BATT F.G. INSUL. P0.kX 1675 phone: (631)433-9064 smedd*#York 11971 fcx (631)466-3354 EM ssbnWoplWneM oeeem Am,a Kerr Moclores,uc a tom,erq ter End oestn Anockitm uc ROOF LIVE LOAD: 50#PSF OWNERSHIP & USE OF DOCUMLINIS: METAL ROOF ON ICE & WATER SHIELD These drawings and specifications including the ON %" CDX SHEATHING ON 11 7/8" 2 ideas, design and arrangements represented RAFTERS @ 2'-0" O.G. _ therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 3 to others or used in connection with any work or project other than for which they have been prepared without written consent. T. 12 ' Cco I 3/4" T&G CDX BRD. NAILED & GLUED TO TJ1360 X 16" WORK NOTES: JOISTS @ 16" 0.C. FIBER CEMENT SIDING ON TYVEK ON %" CDX SHEATHING ON #2 DF 2x6 STUDS @ 16" O.C. W/ 5 a —1 BATT INSUL. & 1 2" ' 1 /2 R 9 / GYP. BRD. g. t - PROJECT: REYNOLDS g„ RESIDENCE SITE PLAN 7475 SOUNDVIEW AVE. a _ SOUTHOLD, NEW YORK SCTM # 1000-059-06-011 DRAWING TITLE: MUDROOM SECTION ISSUED FOR: SEAL. DATE: OF NEty AUGUST 06, 2015 DEF y0 PROJECT NO: S 983-2015 MUDROOM SECTION A �� � �� DRAWN BY: ti � w BDK Z i CHECKED BY: Scale." �'-011 NOTE: COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC D 2y P�`,� SHEET N JJD 2 FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM F Sao EE UMBER: ALL ANCHOR BOLTS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY ARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 A302 PLATES TO BE USED AS WASHER'S. (SIMPSON) NOTE' DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM I Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D-A-K ASSOCIATES, EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/"x 9%" LVL HEADERS agencies prior to construction, Mill mlm LIM j ® - ' D e A®K ASSOCIATES izc raddenft L C=Merda Po.Boz 1675 phone, (631)433-9064 Southold,New Yd 11971 fmc 1631)466-Ml Eft ssWL4@#ori%.W pe«IawK Arm&Kehl Nsodares.u c ofoffrowlhi Bast rrd Deslpn Assockres,LLC 10 (R-30) BATT F.G. INSUL. OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, ROOF LIVE LOAD: 50#PSF LLC. No part thereof shall be copied, disclosed to others or used in connection with any work METAL ROOF ON ICE & WATER SHIELD or project other than for which they have been prepared without written consent. ON %" CDX SHEATHING ON TJ1110 x 11 7/8" RAFTERS @ 2'-0" O.C. 12 12 6 3/4"x24" RIDGE BEAM I PL%5ATH N WORK NOTES: 00 0 12 12 3/4" T&G CDX BRD. 10 NAILED & GLUED TO 10 TJI360 x 16 , JOISTS @ 16 O.C. T 0, BONUS RM. FLR. 10 - 5 3/8 FIBER CEMENT SIDING ON TYVEK ON %" CDX SHEATHING ON #2 g PROJECT: � DF 2x6 STUDS @ 16" O.C. W/ 5 REYNOLDS 00 1 /2" R-19 BATT INSUL. & 1 /2' 4 RESIDENCE 00 C GYP. BIRD. 00 I r-� SITE PLAN O I I UAIIIIIIIIIII U ARA E 7475 SOUNDVIEW AVE. 3�T SOUTHOLD, NEW YORK C = O - SCTM # 1000-059-06-011 F L R. T.0. S U B F L P. - - -- -- - - -- -- - - - --------- - -------- - ------- - -- --- -------- ------- ------- -------------- -"= -"= --- - -_ ------- ---------------- L', - ------ ---- S T - ------------------------------------------------------------------------------------ , d J —- -- -- -- -- ----- ---- - -- ------- -------- -- _� 1 DRAWING TITLE 0 D GRADE ----- ------------- � ----------------- -------------" --- -------------------- ---" _ __ 17 GARAGE 6"x3'-6" P.C. WALL SECTION ON 16"x8" P.C. FTG. ISSUED FOR: SE L: DATE: OF NE4, AUGUST 06, 2015 GARAGE SECTION "All c�� . DEFRO,A PROJECT N0: ��}A �` UJB 983-2015 fi • � w RAWN Br. BDK If � 1.011 � 6"�� .. � � CHECKED BY: Scale,Y I .0 �� 0 JJD NOTE: COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC ARo SSIO P�� SHEET NUMBER: ALL AINCHOR BOLTS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM ARE TO HAVE 3"x3" BASE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY A303 PLATES TO BE USED AS CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 WASHERS. (SIMPSON) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI, PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D-A-K ASSOCIATES, uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y" LVL HEADERS agencies prior to construction. 9,11/12/n/1 D eAe K ASSOCIATES uc resIdemid a c«nffwcrd design-enorneeft-cona luno PO.Box 1615 phone: (631)0-M Soufhold WN Yd 11911 fox (63114A-W E kt ssbn654@optor>h rd Deerbodi Arm a Kerr Assockdm LLC-offr Ewt End DWM Associates,u.0 77-11-"�%%/%%/%////-7"'i%i//%I%%/ 7 ////%//%'l%TT%` OWNERSHIP & USE OF DOCUMEN 15: 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 to others or used in connection with any work or project other than for which they have been prepared without written consent. -- - ---------- --------F��--cel---- 2 1 /2" A Ab N I i 2 „ 1 1 " — 1 1 2 � II NOTCH BOTH THE BEAM AND THE PERGOLA 2 Ll ,_ --- l g,-3„ WORK NOIES: 81 --------------------- --------------------------------- ------- -----1ST._FLR,_.T_0,_PLATE_ LO N N ----—----- --- 109' — 1 1/8" 00, 27'-3" RADIUS 00, .� 000, 00, 1 '-0 1 /2" 000,N00, 8 1 /2" oe 3, 1 „ 1 /2„ I i 4'-61) 1 —6 CD „ \ N \ i Lf PROJECT: 1 -3 � � � N i REYNOLDS ^ I \ \ d `111 RESIDENCE Ln SITE PLAN ----------------- T_01_a_S0U'BB\- G OO BOTTOM OF/47_ OISTS 7475 SOU N DVIEW AE. 99 N SOUTHOLD, NEW YORK - SICTM # 1000-059-06-011 DRAWING TITLE: 0 r"4 EX E IOR I N E �� �� TRIM ETA1L 11 li DETAILS COLUM D TAm IL AS NOTED EXTERIOR � �� _ �_ �� Scale:Y2" = 1'-0" Scale. 1 0 SOFFIT DETAIL "All " ISSUED FOR: Scale:Y2" = 1'-0" S L: DATE: AUGUST 06, 2015 ()F NEW PROJECT NO: N. DFFR,r�,p 983-2015 U�,* Y: DRAWN B r- .# BDK ZCHECKED BY: o -�� �� JJD NOTE:: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC • 0 2� F, SHEET NUMBER: ALL ANCHOR BOLTS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM S ARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. BRIAN K. EICH FOR GAITRI REYNOYNOOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY A304 PLATES TO BE USED AS LDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 WASHERS. (SIMPSON) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48' oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI, PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D-A-K ASSOCIATES, uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/4"x 9%" LVL HEADERS agencies prior to construction. i 2' - 0 N D ®Ae K ASSOCIATES uc gena a,C0ffVf,eda CkWan.en&eeft•c oras,ft P0.Boz 1615 phone. (631)433-9064 1 /2" SoufhoKH wyd 11911 fmc (631)466-3354 EM ssbn654foptonh.ret oeeeowK Arm a/Kew nock6ft u.c o torme&f soot End oeO n A"odotas.uc OWNLRSHIN & USE OF DOCUMENIS: 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 J to others or used in connection with any work N or project other than for which they have been prepared without written consent. 3 1 /2" 2 1 / N 6" 00 Ln c\ •431811 WORK NOTES: C\ _ 1 1 /2" 9 L( 2„ 1 1 /2„ I N 2'-2 1 /2)) 2'-0 1 /2" 1 /2 rn N \ Ln \\_ EXTERIOR Ln LlI 00 CY DETAIL N _ co "All f _ Lf-) ]U - S1 cale:/° _ V-0" PROJECT: Jq REYNOLDS RESIDENCE SITE PLAN 1/2" N 7475 SOU N DVI EW AVE. SOUTHOLD, NEW YORK Q SCTM # 1000-059-06-011 �v _ = „ � N 1 co 04 DRAWING TITLE: 'hIOR INTEIROm" 00 ,4\ 00 DETAIL "A e ee - N DETAILS Scale.Y Q 1/ " 1/2" AS NOTED 2„ 1 1/2" EXTERIOR ISSUED FOR: DETAIL " B " Scale,Y2" 1'-0" S DATE: AUGUST 06, 2015 F NEWS PROJECT NO: 9 DEp O,p 983-2015 DRAWN BY: BDK J c CHECKED BY: cP 6 JJD NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC ``OA 072 � SHEET NUMBER: ALL AINCHOR BOLTS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM ARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY A305 PLATE'S TO BE USED AS FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 WASHERS. (SIMPSON) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A•K ASSOCIATES, ur EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y" LVL HEADERS agencies prior to construction. D eAe K ASSOCIATES uc reddenW &commercid design.enpineeft•conwllkp P0.Brno 1615 phone: (631)0-M Southold,NOWYark 11971 frnc (631)466-U54 E A0t Zbn65OoptonineM oeeAco i Arm& Associates.ILC o tamery vast End Dadgn Anoelolm,LLC LAMINATED FIBERGLASS/ ASPHALT "�%'////,%/%"%1%////O/%l%// • 7Z=/ ARCHITECTURAL SHINGLES OWNERSHIP & USE OF DOCUMENIS: (GAF TIMBERLINE 40 YR. MIN.) LAMINATED FIBERGLASS/ ASPHALT ARCHITECTURAL SHINGLES ASPHALT IMPREGNATED UNDERLAYMENT These drawings and specifications including the (FELT PAPER) 30# RECOMMENDED, 15# ASPHALT IMPREGNATED UNDERLAYMENT (FELT ideas, design and arrangements represented - ACCEPTABLE PAPER) 30# RECOMMENDED, 15# ACCEPTABLE therein, are the property of D.A.K. ASSOCIATES, INSULATION, BATT. OR BLOWN-IN PER CODE FOR TEMPERATURE ZONE. LLC. No part thereof shall be copied, disclosed ROOF PLYWOOD SHEATHINGto others or used in connection with any work 5/8" ROOF SHEATHING OTHER SHEATHING THICKNESSES MAY BE ALLOWABLE FOR or project other than for which they have been WATERPROOF, SELF-ADHERING CERTAIN AREAS/ CONDITIONS, VERIFY SHEATHING SPAN RATING. prepared without written consent. UNDERLAYMENT (ICE BARRIER) UP ROOF FROM EAVE TO 2'-0' HOR. FROM WALL WATERPROOF, SELF-ADHERING UNDERLAYMENT (ICE BARRIER) UP ROOF FROM EAVE TO INTERIOR. 2'-0" HOR. FROM WALL INTERIOR. , „ r n 2 INSULATION BAFFLES (RECOMMENDED) PRE-ENGINEERED WOOD TRUSSES @ 1'-4" O.C. ( IT IS / INSULATION BAFFLES (RECOMMENDED) RECOMMENDED BUT NOT REQUIRED THAT TRUSS LAYOUT ALIGNS WITH STUD LAYOUT). RECOMMENDED 1'-0" MIN. 12 WD. I-JOIST RAFTERS @ 2'-0" O.C. VERIFY WITH LOCAL DESIGN LOADS AND SPANS �9� TRUSS STAND FOR ADEQUATE INSULATION AND ic VENTILATION SPACE. ATTIC 2x10 RAFTER BRG. PLATE ATTIC �j41 TRUSS ANCHORS A5 PER LOCAL CODE, LOCAL 3/4" T&G CDX STRUCTURAL PANEL RAFTER ANCHORS AS PER LOCAL CODE OR LOCAL ENGINEER OR TRUSS MANUF. SHEATHING/ SUBFL00 , GLUE & NAIL ENGINEER FOR LOCAL UPLIFT CONDITIONS O C _ � PRE-FINISHED METAL DRIP EDGE ----------------------------- BONUS ROAM FLOOR ELEV.: 109-5 3/8 ___T(l. PI ATF/ TRUSS RRG TJ1360 x 16" @ 16"oc. PRE-FINISHED METAL DRIP EDGE " - ------------- ELEV.: 109'-1 1/8" �-- 2x6 SUB-FASCIA 1/2" GYP'. BD. (5/8" GYP. BD. IF� �- 2x6 SUB-FASCIA , 1x8 TRIM (PAINTABLE PVC RECOMMENDED) TRUSS SPACING IS 2'-0" O.C.) , 1x8 TRIM (PAINTABLE PVC RECOMMENDED) _ _,- _ - _ �GARAGE T.O. WALL/ FLOOR JST. BEG. INSULATION, BATT. OR BLOWN- ------------ --------- - -R 0. WINDOW TYPICAI HEADER ELEV.: 108'-O 5/8" IN PER CODE FOR TEMPERATURE ZONE. RHIANG ELEV.: 107'-10 3/4" 5/8" TYPE 'X' GYP. D REQ'D. AS SEPARATION OVERHANG PRE-FINISHED ALUM, SOFFIT WITH CONCEALED �ETWEEfJ GARAGE AND HABITABLE ROOM ABOVE) 2-2x6 TOP PLATE (OVERLAP TOP VENTILATION IN GROOVES/ BEADS EE ROOF PLAN) 2x6 PLATTE AT CORNERS AND 1x BLOCKING OPRE-FINISHED ALUM. SOFFIT WITH CONCEALED ALL INTERIOR AND EXTERIOR HEADERS 1x6 FRIEZE BOARD TRIM (PAINTABLE PVC INSULATION, BATT. OR BLOWN-IN PER CODE VENTILATION IN GROOVES/ BEADS WALL INTERSECTIONS) WORK NOTES: RECOMMENDED) FOR TEMPERATURE ZONE. lx BLOCKING TO BE (2)1 Y,"X 9 %" LVL. HEADERS UNLESS OTHERWISE NOTED FLEXIBLE, SELF-ADHERING WINDOW HEAD FLASHING 2-2x6 TOP PLATE (OVERLAP TOP 2x6 PLATE AT = 1x6 FRIEZE BOARD TRIM (PAINTABLE PVC (RECOMMENDED AS MANUF. BY GRACE BROTHERS) CORNERS AND WALL INTERSECTIONS) RECOMMENDED) LIVING SPACE VINYL CLAD WOOD WINDOWS WITH INSUL. GLASS ( � PRE-PRIMED CEMENTITIOUS LAP SIDING, 6" EXPOSURE, LOW-E GLASS RECOMMENDED) GARAGE F-- Q PAINT, PROVIDE SEALANT AND FLASHING AS FLEXIBLE, SELF-ADHERING WINDOW SILL FLASHING CD �: RECOMMENDED BY MFR. EXTENSION JAMBS (RECOMMENDED AS MANUF. BY GRACE BROTHERS) 1/2" GYP. BD. (REO'D. BY CODE FOR ALL WALLSLLJL1" RIGID INSUL' BOARD W/ TAPED SEAMS (OPTIONAL) f 1x4 WINDOW & DOOR TRIM, TYPICAL, SEE ELEVATIONS SUPPORTING FLOOR-CEILING ABOVE GARAGE) -_� INTERIOR CASING TRIM (PAINTABLE PVC RECOMMENDED) WEATHER-RESISTIVE SHEATHING PAPER (TYVEK HOUSE PRE-PRIMED CEMENTITIOUS LAP SIDING, 6" EXPOSURE, PAINT, PROVIDE WRAP OR DRAIN WARP RECOMMENDED) 1/2" GYP BD) SEALANT AND FLASHING AS RECOMMENDED BY MFR. R-19 FACED BATT. INSUL Q WOOD STRUCTURAL PANEL SHEATHING OR STRUCTURAL R-19 FACED BATT. INSUL WEATHER-RESISTIVE SHEATHING PAPER (TYVEK HOUSE FIBERBOARD SHEATHING (1/2" OSB RECOMMENDED, WOOD BASE TRIM MOULDING WRAP OR DRAIN WARP RECOMMENDED) VERIFY SHEATHING WITH WIND LOADS, SITE EXPOSURE, WOOD STRUCTURAL PANEL SHEATHING OR WALL HEIGHT AND ETC.) R-19 BATT. INSUL AT JOIST STRUCTURAL SPACE, TYPICAL FIBERBOARD SHEATHING (%" CDX RECOMMENDED) 2x4 WOOD STUDS @ 1'-4" O.C. (VERIFY WITH WIND LOADS, SITE EXPOSURE, WALL HEIGHT AND ETC.) 3/4" T&G WOOD STRUCK PANEL 2x6 WOOD STUDS @ 1'-4" O.C. (VERIFY WITH WIND LOADS, SHEATHING/ SUBFLOOR, GLUE & NAIL SITE EXPOSURE, WALL HEIGHT AND ETC.-) WOOD BASE TRIM MOULDING PRE-FINISHED ALUM. FLASHING (OSB OR PLYWOOD) PRE-FINISHED ALUM. FLASHING -1x2 DRIP CAP TRIM, TYPICAL (PAINTABLE PVC RECOMMENDED) Z 1x2 DRIP CAP TRIM, TYPICAL (PAINTABLE PVC FINISH FLOORING REINF. CONC, SLAB WITH z _ -_ - RECOMMENDED) - T.O. SUBFLOR ----__.___-_-.-___--__.___-_-__-_-___ ---_-T.O- SHERI OOR 6x6 WWM 10/10 GA. ON ELEV.: 100'-0" ELEV.: 100'-0" COMPACTED SAND. LLJ 1x10 BASE TRIM, TYPICAL (PAINTABLE PVC RECOMMENDED) WOOD I-JOISTS, SEE FLOOR PLANS 1x10 BASE TRIM, T P ICAL �rAINIAULt rV� VERIFY WITH LOCAL DESIGN LOADS & SPANS RECOMMENDED) L 1 ALUM. CLOSURE WITH WEEP HOLES (IF EXTERIOR RIGID ALUM, CLOSURE WITH WEEP HOLES (IF EXTERIOR RIGID 0 INSUL IS USED) PROJECT: 5, INSUL. IS USED) ANCHOR BOLT \ �-FINISHED GRADE REYNOLDS i8x 18" 48" oc. � \ �-�FINISHED GRADE W/ 3"X3" SQUARE WASHERS AS I=� = I=�-1111 I- 2x8 TRT'D. SILL PLATE W/ SILL SEALER (PROVIDE TERMITE PER NYS. CODE I - 2x8 TRT'D. SILL PLATE W/ SILL SEALER (PROVIDE TERMITE ""' ;T..""' =III =_ _ BARRIER AS REQUIRED BY CODE) FILTER FABRIC SEDIMENT BARRIER RESIDENCE BARRIER AS REQUIRED BY CODE) FILTER FABRIC SEDIMENT BARRIER - GRAVEL BACKFILL 5x 18" ANCHOR BOLT 48" oc. __ I GRAVEL BACKFILL W/ 3"X3" SQUARE WASHERS AS - - �e, r, r 4rnr,XncSITE PLAN ' 8" MIN. x 4'-0" HT. POUR. CONC. FOUNDATION WALL, #5 REBAR CONT. "' ►" 8" MIN. x 8'-0" HT. POUR. CONIC. FOUNDATION WALL, PER NYS. CODE I=1 I I=1 I 1=1 I I=1 I1=1 I I -;~• : yry.,T,1..yxr _ =�- r,,, c c x - ': WALL THICKNESS AND REINFORCING AS REQ'D. BYrYrr,Yxrrxn WALL THICKNESS AND REINFORCING AS REQ'D. BY III—I I—III—III—III—I _ SOIL CONDITIONS, BACKFILL HT., CLIMATE & ETC. r r r Y" rx�"A• = SOIL CONDITIONS, BACKFILL HT., CLIMATE & ETC. I 1=1 I 1=1 I = 11= 11 I I *%rte r r rte' I 1=1 BASEMENT - ;A _ ___ _ 1 I ,� ;� =�*��}� 16"x8" CONT. CONIC, FT'G. W/ 3-#5 REBAR 7475 SOUIVDVIEW AVE r,. r,, r, r, -III-III-III-III-1 I I= CONT., VERIFY FT'G SIZE AND REINFORCING • e- r, r, s 'r,- r,� r,� r� r LI--E- WATERPROOFING I - IIIIII-III-III- WITH LOCAL DESIGN LOADS AND SOIL • __�__Y. 1t-J0.; I �4 —I I 1=1 I I—III—I 111 I I ° • a.:�, % r�� ; =1 I I— BEARING CONDITIONS. SOUTHOLD, NEW YORK HEM= 11=1 11=1 11= j�� �r����;�� I I T=1 - SCTM # 1000-059-06-011 I— z - • UNDISTURBED SAIL #5 VERTICAL REBAR@ 48"oc.. - ' z�`=�"=�i�'2 1=111= =III III\IIT=III\III III—III— —III— . 4" REINF. CONIC. SLAB OVER 4"SAPJD FILL ;,ice= i -III-I DRAWING TITLE: #5 REBAR CONT. INTERIOR & EXTERIOR PERIMETER - - DRAINAGE AS REQUIRED BY SOIL TYPE. . %. ;,:.,":': '`:.,.a, `" 111 11= 16"x8" CONT, CONC. FT'G. W/ 3-#5 REBAR 1;0;1 -. �_I I- CONT., VERIFY FT'G SIZE AND REINFORCING WITH LOCAL DESIGN LOADS AND SOIL ' , SECTIONS ARING CONDITIONS. SECTION -1I I-1I I-1I 1=1 I1-===�_ __ 1= UNDISTURBED SOIL AS NOTED GARAGEIII III III III III III III III III Scale:%" = 11.011 ISSUED FOR: WALL SECTIONN' "All- Scale.Y2" = 1'i SEA DATE: OF NEq, AUGUST 06, 2015 PSS v. Dr- 0,p PROJECT NO: +A U 983-2015 DRAWN BY: Zt .� UJ BDK CHECKED BY: do 072 �� JJD NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC �0 �SIEJ P� SHEET NUMBER: ALL ANCHOR BOLTS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM A306PARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY LATES TO BE USED AS FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 WASHERS. (SIMPSON) i NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0 D•A•K ASSOCIATES, uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/"x 9%" LVL HEADERS agencies prior to construction, 2� j D *Ao K ASSOCIATES UC ALL ELECTRICAL TO ALL ELECTRICAL TO "dderMd `Coffw'°dd Q160 "*eWneeft*consA ° COMPLY WITH THE NYS COMPLY WITH THE NYS PO.BOX BOARD OF ELECTRICAL BOARD OF ELECTRICAL Southold,M&d1Nphone; 1631)433-9084 SNeO w Yank 11971 tax (631)466-3354 UNDERWRITERS CODES MOTION LIGHT UNDERWRITERS CODES E-Mal� ssbn654§W0rin rd AND REGULATIONS. MOTION LIGHT D° km�`� LLC® �Wa r 'UC AND REGULATIONS, OWNERSHIP & USE OF DOCUMENIS: 11 2'-0 1/8"11 5-3 3/4" 11111,2'-0 1/8" These drawings and specifications including the ideas, design and arrangements represented -i therein, are the property of D.A.K. ASSOCIATES, ABOVE CABINET LIGHTING L.L.C. No part thereof shall be copied, disclosed to others or used in connection with any work WINDOW SEAT 0 0 or project other than for which they have been 3'-1 1 4" prepared without written consent. 8 8, 4' C 4'- iv ro i v 1'- 7-4 7/8" 3'-7 1/4" CD CD 00 C) o �< 6 FALSE BEAM 6" FALSE BEAM C)_ REF. MICRO. � io a' BELOW o N D o o CT SD a 21 3 / PEAGE NT WORK NOTES: i � I F F/L SD ., 4 Al o I _ __ . _ _—_ __—___—_____ ___ PLUG WITH SWITCH @ ALL PLANT LEDGES �r3 BULB 0 SD � N S' D w g�,� -----_� -- -I----- - ---- — F01 co N I 42" HIGH PLUMPING GALL LL2'-10" 4'-1 --4'-1 1/2" 2'-10" lu c� N alr PROJECT: REYNOLDS RESIDENCE SITE PLAN HOME SECURITY PANEL 7475 SOUNDVIEW AVE■ SOUTHOLD, NEW YORK o MOTION LIGHT SCTM # 1000-059-06-011 DRAWING TITLE: ELECTRICAL PLAN ISSUED FOR: SEA • O NEW DATE: AUGUST 06, 2015 PROJECT NO: 983-2015 n - w DRAWN BY: 2 BDK U. '1'0 0tCHECKED BY: AR�FESS� JJD NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE COPYRIGHT 2007, BRIAN K. EICHOLTZ DESIGN, LLC SHEET NUMBER: ALL ANCHOR BOLTS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME THESE PLANS ARE BEING REPRODUCED WITH WRITTEN PERMISSION FROM .ARE TO HAVE 3"x3" BASE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. BRIAN K. EICHOLTZ DESIGN LLC. TO BUILD THE ABOVE STRUCTURE ONE TIME ONLY A401 [PLATES TO BE USED AS FOR GAITRI REYNOLDS AT 7475 SOUNDVIEW AVE., SOUTHOLD, NY 11971 IWASHERS. (SIMPSON) (NOTE: DOB NUMBER: OF (FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization [BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI, PE BAYS PARALLEL TO EACH OTHER FROM I Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A•K ASSOCIATES, uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/"x 9%" LVL HEADERS agencies prior to construction.