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sUFFOt,fc Town of Southold Annex 9/18/2013 =off oG� P.O.Box 1179 54375 Main Road oy Southold,New York 11971 dal CERTIFICATE OF OCCUPANCY No: 36512 Date: 9/18/2013 THIS CERTIFIES that the building ALTERATION Location of Property: 3360 Minnehaha Blvd, Southold, SCTM#: 473889 Sec/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/25/2012 pursuant to which Building Permit No. 37625 dated 11/9/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations/repairs to an existing one family dwelling as applied for. The certificate is issued to McCoyd, Sean&McCoyd,Jennifer (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37625 9/3/13 PLUMBERS CERTIFICATION DATED 9/12/12 Cutchogue East Plumbing 'A� 9-- 564 X �4rizqdSignat re TOWN OF SOUTHOLD �SOFFoc�ea% BUILDING DEPARTMENT y z ` TOWN CLERK'S OFFICE y�o SOUTHOLD, NY 16 �+1 � ; " 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#: 37625 Date: 11/9/2012 Permission is hereby granted to: McCoyd, Sean & McCoyd, Jennifer 65 Kenwood Rd Garden City, NY 11530 To: Alterations/Repairs to a Single Family Dwelling; Kitchen, Bath (Water Damage, Rot & Mold), as applied for. 3/15/13 - Permit amended to include rasing of the house, new foundation, and reconstruction of an existing attached garage as per Trustee approval. -fo rC1 1,-e �a t/i,gLk AAA-V - n a--f- bu.i l�- At premises located at: 3360 Minnehaha Blvd, Southold SCTM # 473889 Sec/Block/Lot# 87.-3-66.4 Pursuant to application dated 10/25/2012 and approved by the Building Inspector. To expire on 5/11/2014. Fees: CO -ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $276.40 AME T TO PERMIT $242.81 loo t $100.00 Tot $669.21 --Build4 In pector TOWN OF SOUTHOLD Fnc��o BUILDING DEPARTMENT �a Gyp y x 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#: 37625 Date: 11/9/2012 Permission is hereby granted to: McCoyd, Sean & McCoyd, Jennifer 65 Kenwood Rd Garden City, NY 11530 To: Repairs to a Single Family Dwelling; Kitchen, Bath (Water Damage, Rot & Mold), as applied for. At premises located at: 3360 Minnehaha Blvd, Southold SCTM # 473889 Sec/Block/Lot# 87.-3-66.4 Pursuant to application dated 10/25/2012 and approved by the Building Inspector. To expire on 5/11/2014. Fees: CO -ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $276.40 Total: $326.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 l% 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 I. i�ertificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, wimming pool $50.00,Accessory building$50.00,A ditions 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. (Ol Z.5r1 1 New Construction: Old or Pre-existing Building: P"" (check one) Location of Property: 330D House No. Street Hamlet Owner or Owners of Property: eat e .� CR 4— Suffolk County Tax Map No 1000, Section Block 3 Lot �(fl Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ p� Applicant Signature *pF SO yolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 co �Q roger.riche rt(cc town.southoId.ny.us Southold,NY 11971-0959 COUM`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sean McCoyd Address: 3360 Minnehaha Blvd City: Southold St: NY Zip: 11971 Building Permit#: 37625 Section: $7 Block: 3 Lot: 66.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Safe Way Elec License No: 5160-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 40 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 10 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 1 Range Recpt 40a Fluorescent Fixture Pumps Transformer Appliances r38] Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1-combination smoke/co detector, 3-exhaust fans, 4-paddle fans, 6-ARC fault circuit breakers Notes: Inspector Signature: Date: Sept 3 2013 81-Cert Electrical Compliance Form.xls Town Eia11 Annex Telephone(631)765-1$02 54375 Main Road 4 Fax(6311.765-9502 Cn P.O.Box 1179 Southold,New York 1 197 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD -CERTIFICATION Date: C( Building Permit No. 37�o 22S Owner: ��C..� ya (Please print) cv- 611-5MOLI�'Plumber: � .. (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 o-f 1%. lead. (Plumbers Signature)".. Sworn to before me this day of 20j3 Notary Public, S�l �-- County cONNlE D. BUNCH Notary Public,State of Now York No.01 BU6185050 Qualified in Suffolk Ceu ty Commission Expires April 1d� o��OF SOUT'yo �� V a �o C' Nit- TOWN OF SOU BU ILDING DEPT 71802 %7 INS . ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ce r REMARKS: a r DATE I z�� �' INSPECTOR �j SOUTyo coulm,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A �- &I - DATE IZI'*' �� INSPECTOR Of SOpl�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: a Cl DATE 7 INSPECTOR fjF SOUTyolo �o 00UNTV,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU LBG. [ ] FOUNDATION 2ND [ ' SULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 7 �3 INSPECTOR Of SOUlyolo / % • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE �/3// 37 INSPECTOR 3 q so INMTI TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) MARKS: C2.& PV l DATE INSPECTOR coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLEIG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR r 1' 1 1 0 • � • 1 1. PLUB1. 1 l � . INSUL,AnON PER N.Y. B/IJ �r • e� -7 r � ,j s. 4/ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 /� Survey SoutholdTown.NorthFork.net PERMIT NO. O`er Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application r Flood Permit Examined I r q 20 _7 Single&Separate Storm-Water Assessment Form Contact: Sa,, ` NAGt,- yrQ Approved ( 10 20 a— Mail to: J Phone: ' Expiration ��� / 20 �'T/ �n I DU Building Inspector OCT" 2 5 2011 APPLICATION FOR BUILDING PERMIT BLDG. DEPT. Date f ZS 520 TON OF SOUTHOLD 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 Tbwn 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 or name, if a corporation) (Mailing address of applicant) 5��Lt (0 Y L t c?-7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Cc-.)V� Name of owner of premises S - ge � - 1` C C'Z�f j (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: 33(.E:� KZKVV_I.trJ g(UA -<C0+ ..okaA_ Ptf t L5'`7 House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Sub-division Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyr .��`� b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair JZ Removal Demolition Other Work (Description) 4. Estimated Cost non Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. AJIA 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories h Dimensions of same structure with alterations or additions: Front Z$ r Rear Z9 7 Depth Z3. - Height I (q-as— Number of Stories 1 8. Dimensions of entire new construction: Front UiAd..r. Rear 12 Depth 0A Height u .� Number of Stories 9. Size of lot: Front 99 • '7 Ft,-e— Rear Depth 1. ZS FeiL- 10. Date of Purchase ?(f 0 I Z Name of Former Owner S �y 11. Zone or use district in which premises are situated to Oo -0 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 _ Fit Address 33Lo Ft,\4.k �i,-9AjPhone No. -9 tS( Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? '1 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 ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) a ove named, CONNIE D. BUNCH Notary Public,state of Now York (S)He is the No.01BU6185050 alffied in Suffolk County (Contractor, Agent, Corporate Officer,etc.) Commission Expires April 14,2_ Cvt 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 ,n, nn� -- day of C)d 1 20 �- Notary Public Signature of Applicant 111 II/°°\ °�•/l Ill%°. Cr•11• 11/°r; ,,.IC•rirrr°, �°.•ri;•' - -,yr.r rrr ,yrr O°ri z. 0' -BOARD OF°SOUTHOLO TOWN TRUSTEES SOVrt1tdLD NEW YORK PERMIT N0. 8059 pDATE:,FEBRUARY 20,2013 ; •, ISSUED TO: SEAN MCCOYD ,1 e PROPERTY ADDRESS 3360.MINN:EHAHA�BLVD.,,SOUTHOLD s •.wv SCTM#87-3-66.4 AUTHORIZATION Pursuant to the provisions,of Chapter 275 of the.Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February.20.2011,and in consideration of application fee in the sum of$250.00 paid by Jennifer&Sean McCovd or authorized waiver - i n: �11t1,/ r of Town Board and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: a>f� � Wetland Permit to elevate the existing single-family dwelling and garage (1,360sq.ft.±) and deposit/grade clean fill.(115 cubic yards f) thereon; the.dwelling is ' proposed to be' elevated to 9.0' and the garage is proposed to be elevated to 8.0'; with _.rift 2 the condition to install gutters to leaders to drywells; and the use of haybales with silt ° IIII� fencing 15' landward of retaining,wall;,and-as depicted on the site plan.prepared by Joseph Fischetti, P.E., last dated on January,;21,.'2013.and stamped approved.on March j; 12, 2013; and as also depicted on the survey prepared by John T. Metzger, Land I Surveyor; last date&February21,20`13 and:stamp approved on:Mar-ch:12; 2013. IN WITNESS:WHEREOF,ihe=said''Board of Trustees hereby`causes its Corporate Seal'to be affixed, IIPi and these presents to,be subscribed,by a ma�ority.ofthe said Board as of this'date. r W3 AW "IM . a i a1�Q1) y 11f'I° i• ar�aX� r i tff u r ✓I I \l \v� ��<<ili.mHi�� � � �� ���lili°m°�°1i�1 � ���ilili.mrl.�iiu. ��ii�ili.mr l�il• �i�//r ,m,l11i� ,t a��ll �+l� �� �11 (� DC, 6L 3-7 e-Z<;- "s.�p 5,r- ,,U Ic 7� Ce(1 S7&- ` u- 915- D SEP 1 1 2013 SoutBoard o T Town cf _ Town of Southold - Chapter 236 - Stormwater Management W®g SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Ag ant-Consultant-Contractor or Other(Circle One) Property OWNER:(if Different than Applicant) Z1e 'W Address: �t Address: e_ Tel hone#: Fax Telephone#: Fax#: I E-Mail: S V_NQ_ PI �i��-- E-Mail: !� I Property Address: ' t Brief Description of Construction Activity,Proposed Structural BAlps,Soil S,C.T.M.#: Stabalization BMPs,Project Scope and/or Sequence of Construction Activity i ���� (Provide Additional Pages as Needed) ` District Setlion Black Lnl Name of Contractor and/or Contact Person Res onsihle for Implementation of SWPPP: �-- -----------.------------------,---------------- Address: "`tea 'c- (S l ------------------------------------------------- Telephone ,., Fax#: ----------------------- „_._._,._._..------ i E-Mail: -------------------------------------------- --------------------------------------------- Name of�Persons �Responsible for Installation&Maintenance of Erosion Control Practice: ,. -------------------------------------------- Address: Telephone#: Fax I E-Mail: t j ------------------------------------- Total Area of All Total Area of Land Clearing ------------------------------------------ "--- Project Parcels: and/or Ground Disturbance; --------------- (S.F.1 Ades) (S.F./flans) _.,.•____ .,,.......__._._..•.»,.,............... ..._._ Project Duration: Start End -•--.___________________---_.,---__--- (Anticipated) Date: Dale: (NumEer al Caiendereeys) - _...,....._.._.-...-- ...._._,.__._—_.. Will this Project Disturbe five(5)or More Acres at Any One Time During the Proposed Development? Yes No - ----•_,._.._..___.___.•___ -------_-_---_- ' IFYES:PleaseAnswertheFollowingl ----------------- a. Does the Applicant have a Qualified Inspector On 0 Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary and/or Permanent Soil Stabalization Measures? Yes No -------------------------•_-.-..._ d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No Status of Impacted Waterbody:(eq.TMDL,303(d)Listed,Impaired...) e, Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbod 0NMtECryk, P sound,Freshwater Wetland..) Of Intent and SWPPP Acceptance Form for Review U Q I�lOta b$�NL q by the Town of Southold? Yes No rY Public,State of New-York- STATE OF NFW YORK, Commission En Suffolk County COUNTY OF........................................... xpires Pri114,2 C /� f That I,...... .�'`a.m.a ..�idual��-���,�...-....being duly sworn,deposes and says that he/she is the applicant for Permit, I (Name of individual signing Documen And that he/she is the ......... . .............................................. (Owner,�ontractor,Agent,Corporate Officer,etc.) Owner and/or representative of the 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 herewith. Sworn to before ny this; .� ..............day Of _ ..... NotaryPublic: ..... ..1" .. ^P....... ............ ^..�� ... ...................................................... ............. (Signature of Applicant) SWPPP Assessment FORM: 03-12 Town Hall Annex 5M5 Main Road , Telephone(631)7651802 P.O.Box 1179 4'. @ roger dchert, �'o`wn s0U�0Q nv Us Southold,NY 11971-0959 WELDING DEFARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL, INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: pWcw, ssc_ *Phone No_: C<-1 L� � � Q Pennit No.. Tax-Map District: 1000 Section:-- Block: :1 _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) l R I lease Circle All That Apply) Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 313hase 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 .8241equest for Inspection Form l�l U T.O.S.. "SWPPP" Preparation - Chapter 236 For Department Use Only: Storm Water Pollution Prevention Plan S.C.T.M.#: Property Address: Review Checklist Checklist # 1 1000151T0 Section- afock C„ REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i Plan Sheet (Does ttio SWPPP Adequately Provide for and/or Indicate the Following:) i YES j NO i N.A.i Explanation for NO or N.A. Location #1. Drain e a Cu ons a,Stormwater B! P Deai ne to contamn a Two Inch Rainfall On-Site. jP9' _.._.___�_ .._..-_---- .._.._.._......._....._............._9....... Cnstructlon Phasin Plan In Ica S _..-_...........__.__...._.._.._.._._.. . ..__..._ _._. _�. _....._._...........g...:,equence of Proposed Constructlort Activities, ___._._._._.;0 i ]i®�_._Nam_ ,, .. 3. GeneralLocat Map,. , `��"y�' _....... . 4. Drdtange Slte Plan Drawn to Scale at SI 60 feet to the Inch or l.rzJer•mdi Inca '�'..._._. - __Location And Qescrlption of Property Boundanes;._..... .b eAcea . .._Sit o,r��.. ................_._._._.._....__._.-._...._._ _..-- _._._._..._...._.__.._........_.. ... _._•_ C._ All Exislirlg,Natural and/or Man Made Features on and within 50`of the Property Bounda f d Test Hole Data Indicatin So,l Characteristics&De th to Seasonal High Water Table r•�� - """"'' "" --- - e. Contours lndicatin Pro m,Elevations Min.2');_-.__- -._._.._._.__.._.__.._,..... ---... _. .._ ._..._..-.._..._.._._._._..._.........._.._._._..._.._...._._._._._.._.._.....•---..---.._...................... f. S t Grade&Finish Floor Elevations for Existingand Pro osed Structures; 1 I I r_..._.._...._........_._...._-___.__-__-._._..___._...._...._.-.-....._....._....._......__......_......_._..... - g_ Cocatmon oPWooded Areas&Isolated frees with a Minimum Dimension of 18"Diameter, 01 Q I�, -.-.-....-. . ... . .Soil Conservation<SCstric(Soif$urvejr:_ I I I ................._..___.__._.._...........___...._._.._._..___...__.._._......_._._.___._......._........... . ... _ .. ----- ----_ _..._.._..------ -._._.._......_._....._......_... ..._._._.....__._..._._._._._. __ _._. 5. Background Information about the Scope of the Project,Location&Description of(he Site, 0;©;` """' _....._..._..____._._...............__........_....._........_..._.__..._._......_......-.... . .. Pro osed Chan es to the Site and All Existing Development on the site Includ ing the FollovAno. 01�' b. All Excavation,Filling,Stripping _._._...._._._.._..__,......._...,............._............__........_...._.__ g Aping&Grading Proposed and Identified as to depth,Volume � � � ------- • - _..-.,,•_••••&-Nature of;Materlals Inyofved;, _. 'O 10'C7? c----_Areas RecLuiring Cleanng and/or Grubbing;. _._. .. ...._.-....-.-••--- -. - d. All Areas Where Topsoil Is to be Removed,Stockpiled and where Topsoil will ultimately _.._......._beplaced,_--- _._.._._..._..__................_...__.........._.._._.__..._...._.. -._..._....,.._...........__....._.._..._..;0i0 [�; ey All Temporary+&Permanent Vegetation to be Placed on Site; „ D1r1 O f. Ali Temporary 8 Pemtanent Storm Water Runoff BMP Control Measures Pro osed; ; ' g. The Ar1tiCi�atedPettem of Surface Drainage During.Periods of Peak Runoff; r_.----•- _._._._........___._._._..._......_..............._..._..._._._..___._.._..........._._.....__.. _ h. The Location of aif Roads,Driveways,Sidewalks,Patios,Structures,Utilities&Other r' ' _._._._._...._.___.._._...._........•_..._..._......................_........_._._....___._._. .... i ......... -_ p ---__ , - _. _g. ....p._...ry- - ._.._..- .. _...•--._....__... .9._g_._....__._.._... - --- 1'm�ovemenis,fncl'udin rem ore Access&Coristruction 8ta In Areas; - 1 , 1 r- -- --_.. •e Ezisting Final„Confours and or Spot Elevations ot�tlie site;__...._.._.._..._ _._._:..._._.._..._... _.I���I�� •-•-�-•••_.___.__.._._._.._._.._............._........._._..____.._.._..._._._......... .. ...... 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,'Sedimentation &Stormwater Runoff Control Measures. 7. Description of Pollution Prevention Measures that will be Implemented. 0 - ---- - - ------• ---••.-•__............. .. ._.........8. A Description of the Minimum Erosion&Sediment Control Practices to be installed and/or !m lamented for Each Construction Actfvi that will result In SoEi Disturbance. 9. DeaCriptfon Of Construction&Waste materials Ex acted to be Stored On-Site, 10. Temporary&}permanent Soil Stabilization Plan that meets the Current Version of the f , `----- - -•_.____._.____„._.___ New York State Storm Water Design Manual Technical Standard._. ______________.._._______-_____________.__•--_--._--".- ._.. ._.- -_-_ enamel Slte Plan and Construction bmawings for the Project___ mansions,Material SQecifrcations&Installation Details far AI Erosion&Sediment Control Practices. 13. TemQarar�!Practices that wfi[be Converted to Permanent control Measures.._..,.,...... _-" __ ._._._.-_....__.__-----"----____._........, ..........Jul 14. Implementation Schedule for sta m Tem ore Erosion Control Practice or BMP. 15. Mainfenance Stihedule to Ensure Contfnuous&Effective Operation of Erosion& - Sediment Control Practices. 16. Names of Potential Surface Waters of the 51ate of New York and/or MS4 that may be - ^^ ; i i i`~- „ -_._._. -y"'_._._._.___.._.„__...........,„......................_._._..•.......__._._._._ ITRacted by Development. 17. Delineation of Storm Water Control Pian Im lementatlon Res onsfbilities for Each art of the , , _-.__••••.__.__._..__....._...._.........._.... Pro act Construction Site. ..__.__.__._.__....._.................._ 18. All he_F Existing Uaita that Describes Storm Water Runoff and/or Natural Drein SQ a es. _ 1g. Identiticatic; _R lbC ;&eotor(s)/Sub-Contractor(s) Rspo ensibleforinstalling,Constructing, Repairing,Replacing,Inspecting and Malntainin the Erosion&Sediment Control Practices. 0 i i011 Storm Water Management Control Plan Checklist# 1 : 03-12 rnone: too 1) mil-umo•rax: tto I)444—uzst)u Website:www_dec.ny_gov LETTER OF NO JURISDICTION Sean McCoyd February 20, 2013ry 65 Kenwood Road E C E W E Garden City, NY 11530 Re: Application #1-4738-04206/00001 MAR 11 2013 McCoyd Property, 3360 Minnehaha Blvd., Southold SCTM# 1000-87-3-66.4 BLDG. DEPT, TUM OFSOUTHOLD Dear Sirs or Madams: Based on the information you submitted the Department of Environmental Conservation has determined.that the existing bulkhead is functional, more than 100 feet in length and was constructed before August 20 1977. Therefore,'the property landward of the bulkhead is beyond Tidal Wetlands Act (Article 25) jurisdiction and no permit is required for work landward of this structure. Be advised; no construction, sedimentation, or disturbance of any kind may take place•seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Rog Evans Reg nal Permit Administrator cc: Suffolk Environmental Consulting, Inc. BOH-TW File T. TCRRY14 P.O. nox 117o -rOWV CLERK- cr Soulhold. NckV ILEGIS-rPA-R OF VITAL STATIMICS A ,t53 C-:�> Fox (.5 10) 765.1 p,-):X MARRIAGF OFFICIiR Tcicph(inc 16) 7(15.1 RECORDS mjv4AGEME(\(T 01-ICE11 FREEDOM OF INFORWPON OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations J of the Code of the Town of Southold: "Floodplain Development Permit Application" ( FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ) . TOWN OF SOUPIOLD /-1--, ,J�,r,t Terry Southold udi th�T . r Southold Town Clerk August 25 , 1993 APPLICATION �+ PACE l of 4 TOWN OF SOUTHOLD TLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sien): 1. No work may start until a permit is issued. 2 The permit may be- revoked if any false statements are made herein- 3. If revoked, all work must cease until permit is re-issued- 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if oo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator-or his/hcr represcntauve to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT'S TO _ THIS APPLICATION ARE, TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE. (AP T'PLICANS SIGNATURE) DATE SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICA-NM NAME ADDRESS TELEPHONE _ APPLICANT' D—`r k.1C^� BUILDER ENGINEER PROJECT LOCATION: I To avoid delay io processing the application, please provide cnou6 information to easily idcutify the project locaciou- Provide the strcct address, lot number or Legal description (attach) and, outside Urban areas, the distance to the nearest intcrsccting road or wcli-knowu.landmark. A s(cicb a(tach-cd to this application showing the project location would be helpful. FDP(93) APPL[CATION PAGE 2OF4 DESCRIPTION OF WORK (Check all appLc.-3blc boxes): A. STRUCTURAL DEVELOPMENT 6CTIVTTY TRU URE TYPE ❑ New Structure Residential (1-4 Family) ❑ Addition O Residential (More than 4 Family) I 1-�Alteration ❑ Moo-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commerdal) O Demolition' ' P O Manufactured (Mobile) Home (In Manu- O Replacement factured Home Park?- O Yes) . ESTIMATED COST OF PROJECT S ��©� I B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining O Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) j O Drainage Improvements (Including Culvert Work) ❑ Road, Strcet or Bridge CoastrUction O Subdivision (New or Expansion) O Individual Watcr or Scwcr Sys(cm O Other (Please Specify) AJtcr compacting SECTION 2, APPLICANT should submit form to Local Admiaistrator (or res�cw_ - i SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposcd dcvclopmcn( is loeaced on FIRM Panel No. , Dated i I The Proposed Development: ❑ Is NDI located in a Spcdal Flood.Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAJN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the si(c is:' Ft. NGVD (MSL) O Uoavailablc ❑ Tbc proposcd dcvclopmcn( is located in a floodway. F13FM Paocl No. Dalcd I ❑ Scc Sccnon 4 for additional instructions. I i SIGNED DATE i i I I ' APPLICATION 4 PAGE 3 OF 4 SECTION ADDITIQNAL INFORMA'fIOI2 RLQUIRED CTo he comPlcicd by LQCAl_ADM INISTRA"I'ORl The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all casting structures, water bodies, adjaeeot roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the lust floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). Cl Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). Ft:NGVD MSL . For ❑ Floodproofing protection level (non-residential only) ( ) floodproofcd structures, applicant must attach ccrtificatio..from registered engineer or architect. ❑ Certification from a registered engineer that the propns-cd activity in a regulatory [loodway will not result in.any increase in the height of Lhe 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTIONS PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRA.TM I have determined that the proposed activity. A. O Is B. l7 Is not • in conformance with provisions of Local Law if 19_• The permit is issued subject to the coodilioru m attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, lbc Local Admiaistrator may issue a Dcvclopmcot Pcrmit upon paymcot of designated (cc. if BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from tbc. Board of Appeals. APPLICATION !� PAGE a OF a APPE aM Appealed to Board of Appcals? O Ycs ❑ No Hearing date: Appcals Board Decision --- Approved? O Ycs ❑ No Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engiutecr or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal Hid Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). Z Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior co stv010ittal of the above information is at the risk of the Applicant. i SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADrvfINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oo iaspcction of Chr- project to ensure compliance with the community's local law for flood damage prevention_ INSPI✓CTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO ,SECTIONS CERTIFICATE OF COMPLIANCE(To be comnlc(cd by LOCAL ADMINISTRATOR) Certificate of Compliance sued: DATE BY: Attachment H SAMPLE CERTIFICATE OF COMPLIANCE Jfor Development in a Special Flood I-jazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLI_ANCL FOR DEVELOPMENT IN A SPECLk-L FLOOD HAIAILO AREA (o'wNER MUST RETAIN THIS CERTIFICATE) I i PREMISES LOCATED AT: PERMIT NO. PERMIT DATE i OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND T'HE LOCA.I, ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 j SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY. VARIANCE # DATED SIGNED: DATED: !. CIC (93) B. P. # 3 76 c? - BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: 1,0?-s 1 X_ Date Reviewed: Applicant: .' c Owner: C C Architect/Engineer: Estimated Cost: SCTM# 10001 — S 7 3 — �`I Subdivisi Zone: `� Conforming? T— Property Address: � ' City: .��C�g�, '..` Pre C.Os? Building Permits (Open/Expired): BP -Z/Go Z- 'Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- ) Info: BP -Z/C/o Z-----,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y o1ODetermination: REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov: 010°To ACT: Lot C ov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear ,W \.CT. Height REdt, BOTH SIDESA CTo P ject Aion Waterfront?gor N? p If yes, water body: G Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED QLAN 5 (yf) SIGNED, SF�tLED PYE.Y Suffolk County Health: Y ol{I1V If yes, *Bed#: _ *Date: _/_/ *Permit1h Town Septic: Y-N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 911/75 Y 06 Date: / /_ Permit#: or NJ Letter— Notes: Southold Trustees: Y 06 Date: _/ / Permit#: or NJ Letter—Notes: Southold ZBA: Y of(N - Date: _/_/ Permit#: —Notes: Southold Planning: Y cf I�- Date: `/ /_ Permit#: —Notes: Town Landmark C of A: Y o N TE: /_/_ *NYS CODE-Compliance(page 2): Y or N CoNTRA-CTOR LICENSE ISl1BILITy I-MBII-ITY 1A/okk/wfEN5 COMPew S4T-/©,A/ Notes: Fee Structure: Calculation: g Foundation: SF I X $ . _$ 176 L�0 First Floor: I Ct I SF + Initial Fee: $ O-0 0 0 0 Second Floor: SF +Additional Fee ( ): $ Other: SF SF X$ , =$ Total: SF +Initial Fee: $ +Additional Fee ( ): $ C of o IrEE) .�0 , 00 AS BUILT FEE TOTAL: $ ��� '(_® y NEW YORK STATE CODE' COMPLIANCE.CHECKLIST CLIMATICIGEOGRAPHICI liSIGN CRITERIA: Ground Snow Load:20 Wind Speed; 12OMPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H" Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:YIN WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RANTERS: YIN' LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N i LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: Y/N .ENERGY CALCS: YIN (PESCHECK) TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) There is a lot of construction taking place at 3360 Minnehaha Blvd., Laughing Water in Southold — There doesn't seem to be any permits visible. Date d > I�- File# TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: SCTM Property Owner: 3 -2av-\ -Phone c�,� Address: NATURE OF COMPLAINT: ACTION TAKEN: opi 7;�) � Optional: Complainant: Ct. By Phone Mail �In Person Address . Phone: Report Taken By: Date Date Referred to Code Enforcement: --------------------------------------------------------------------------------------------------------------------- CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: 10/25/2012 12:37 FAX 15162488550 McCOYD,PARKAS&RONAN LLP 10 001 McCOYD, PARKAS & RONAN LLP ATTORNEYS AT LAW 1.1.00 Fran121in Avenue-The Pentboume Garden City,New York 1.1530 Tel. No.: (516) 877-1000 'Fax No.: (516) 248-8550 EDWARD A.MCCOYD $I,1$AN M.BACIGALUPO BML P.PARKAS CHIUSTOPHRR P.RONAN DRIGIDA WAMSKOSIO,PARALEGAL MARCUSCOLAGLICOMO KNENIYA SIIETRIT DENNIS WILLY LOUIS A.CANN=ARO MI(.'HAEL M.SCUUIEL JONATHAN PER)WILI,L MICH91.1A A.DANTUONO Telecn ier Transmission, Cover Sheet To: George Gillen Fax No: 631-765-9502 From: Robin Misiti Date of transmission October 25,2012 Number of pages,s, including this pneiTwo (2) Client/MaOrr name: Sean McCoyd-3360 Minnehaha Blvd.,Southold,NY 11971 Hard CO2Y to follow: YES: NO: ✓ Additional Comments, if any: Please see attached survey for above ,Premises. NOTE,,: IF YOU DO NOT RECEIVE AIM,PAGES,PLEASE NOTTrY RRIGIDA,JANINE.,CYNTHIA or DIANE IMMEDIATELY VIA TELEPHONE. THANK YOU. THE INFORMATION CONTAINrD IN THIS MESSAGE IS INTENDED ONLY FOR THE USE OFTID;INDIVIDUAL OR ENTITY NAMr.D ABOVE. IF THE RFADER OF THIS MESSAGr IS NOT THE INTENDED RECIPIENT,YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RICE IVIED THIS COMMUNICATION IN EIu20114 PLEASE,IMMEDIATELY NOTIFY US BY TELEPHONE,AND RETURN THE.ORiCUNAL MESSAGE TO US AT THE ABOVE ADDRESS VIA POSTAL,SERVICE. THANK YOU, N d O ' SURYEYED:30APM 2012 SURVEY OF PROPERTY +re. UPDATE SCrU NO:I MAY2012 If Al"tr4UGH1Na WATERS' Z0� Tip WN of souTwLD �' cow SUFFOLK CO.,MY �Y IN 1ff0Q-8T-93.OB3.(JA� S� 5z2DDOC7C�_1 .+ GUAR.TO. ABSTRACTS MORAORATED `$ F'IDEUTYKATIONAL.TITi.HCO r WAN R.fAr.CaYD J ENNWER APoCOYD a t1WALE. ,..2v z x O va tb) Ts� � { ` PEM J.RRFNA►AM JR. r;. '' .b ` ;••. LAND SURVEYOR NY M 6WO P.O.BOX 22D SMEN,N.Y.11784 ,ys. hy<s• scim iono-OB7-DQ-B80f}3 oODo �`� A� i�3yY ,�'� f nFa�a��ioRw�ravia►rornr�air�nat�rRrxetrrursm 'd' a' S1E 6SIa101URf9MEFb11r�P�lACi1RADEEdUiE 711fdFti.111EY m �' �'V�l, / � es�.-r���aeaa;�,aomnvr�a�a�a�uraatxtrort�+uwray.�xefr. Lo r� '77-�,y� �� � pFII1bo�MOsotNFitExYo mATEx�Dusuar •� v,j g tt,�ssioFiu�arwwtaoree,Mrwrawn��rE�roRs wx�oax .Y oRFSAlose®aw WiuLHatieoo�iioastv�vre,�r�mteeorr. Q 'co 40 T10Nil�RtSL7®HLRF�67WLitWARY7C iHEY8t60N iDR LTr l7 iNR1MtHBf�IRv�Yer M6n,UtlD,AIN OM TE menTu oo 1eTVpr"E a�naw�;oavfa�r�av�r�rmu�r+tsc+o uaemuTwtlerEaxsEon � � � f L�T79G51G1fiMtkDtl1011#f(WC87gJ�LgTiOfi�L171711UTA1►t OR JJ l SUE060L�tfQNNGS. ri t N +4 O N N O N APPROVED BY BOARD OF TRUSTEES SURVEY OF PROPERTY TOWN OF SOUTHOLD A T LA UGHING WA TERS DATE ; h z- 3 TOWN OF SOUTHOLD SUFF04K COUNTY, N. Y. N89'46'070E 1000-87-03-66.4 s�9 , SCALE.- 1' 30' UK Sss. �� DE"BER 19, 2012 J 9, 2013 f "K =�o Q� QJ0 \ ?9•F FEB.s- zc, raa caaafwml F E B 2 7 2013 O �v ���_ T� \ C-1� outholci ic J b J2 Board IlhslA c., v �If4l EC 33 \ QI" Rom. t •9 `t G� y 1, �� j � � F� so �STyc�, F� 6 y ?a. • 4s '�J PROPOSED FLL G F� ' 00" �e?; ^' +lr/ �h' O 115 CU. YDS. FILL '� t� 2\ v , �\ ��J Qh` �TO BE ELEVATI� - Fart. Fli: *12. qp. �$� A Q1F Q \G� _ TO ale % - Fh• Fr at 8 J0�' RAN! RUNOFF .CONTAKWENT HOUSE t GARAGE - 1371 s .ft. Q .�2 1371 ■ I ■ OJT - 233 cu.tt.� (p�B�/c '�, \ �`�1J��O P�' G�` 2PROVIDE 31DWS - 6'0 x 3.5' DEEP ��TFR�� 10 h 9 � EOUAL Dws TO BE CONNECTED BY LEADERS & GUTTERS FTJ p��M�l I am familiar with the STANDARDS FOR APPROVAL (owl AND CONSTRUCTION OF SUBSURFACE SEWAGE l s TEST HOLE DATA <ii�c ?• DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ar uQaa12 a c asaErrrr Tti and will abide by the conditions set forth therein and on the �� pU641 permit to construct NEW EL 4.6' DARK BROYM LOAM OL C h'Q O r ----- 0.5' �Rj The location r & public water shown hereon are --- 4 BROWN SILTY SAND SM from field tF9 0` 40 o from data obtained from others. NCED TO N.A.V.D. z BROWN CLAYEY SAND SC ELEVATIONS REFERE WATER WATER IN eRowN CLAYEY SAND sc FLOOD ZONE FROM FIRM MAP NUMBER 36103CO166H =� ----- 7• > SEPTEMBER 25, 2009 -�� N. Agb N. Y.S. LIC. NO. 49618 ANY ALTERA77ON OR ADD1770N TO THIS SURVEY IS A V10LA77OYV vCrp CONIC EYORS, P.C. WATER IN PALE BROWN FINE TO MEDIUM SAND SP OF SECT70N 7209OF THE NEW YORK STATE EDUCA77ON LAW. LAID 17• EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERT7F7CA nONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND CANES THEREOF ONL Y IF P.O. BOX 909 SAID MAP' OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 12JO TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON_ SOUTHOLD, N. Y. 11971 1�2-305 Generated by REScheck-Web Software Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Compliance4 Passes Compliance:0.0%Better Than Code Maximum UA:267 Your ILIA:267 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. Gross • • UA Assemblyor or D•• Perimeter • Floor.All-Wood Joist/Truss Over Uncond.Space 1070 30.0 0.0 35 Ceiling:Cathedral 630 13.0 0.0 46 Ceiling:Flat or Scissor Truss 440 30.0 0.0 15 Wall:Wood Frame,16in.o.c. 1325 13.0 0.0 85 Window:Wood Frame,2 Pane w/Low-E 190 0.300 57 Door.Glass 74 0.310 23 Door.Solid 20 0.280 6 Compliance Statement: The proposed building design described ere is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed ilding has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply ith the mandatory requirements listed in the REScheck Inspection Checklist _ -113 jl� Name-Title Sig ature Date ®F NE �t rr�SCy t r 9 � 2 0 0• 0525�® Project Title: Report date: 01/21/13 Data filename: Page 1 of 4 Ce volving Leading Practice Solutions C�' 'rk % v1 v%,e- Making Technology Work" APPROVED AS NOTE 1-10 -I 37, � s 1 �S NOTIFY BUILDING DEPARTMENT AT 55=i8 'm-8N1TO 4 PM FOR THE mFOLLO ING-IN SP�OT!ON ' f r J. �� Ib D CONORETQUIRED 3. INSULATION µ"Ww AL - CONSTRUCTION MUST X K 7 -�- iE---CQ�/l�L-€TEAR ALL CONSTRUCTION SHALL MEET THE µ UIREMENTS OF THE CODES OF NEW 0 O StRL-E�FO DESIGN OR RUCTION ERRORS. l ' 9 9 ELECTRICAL LJo (cam I ''�MC_,'N [°��.'����. PLUMBING �i L AS S E :�ESTING`BEFORE COVERING o 1000 00 —COMP-L �L �d 00 NEW YORK STATE & TOWN CODES RLUMB AS REQUIRED OI�Ll�sJ E�OR SO OLD TOWN ZB CER`TIFI AT'I ®F p,GCMANCY SOUTHOLD PLANNING BOARD �U-WA-TE SOU- D TOWN TRU S SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. e"inr osv i a p DR Ridgebury Road, Suite P4 Danbury, CT 06810 T 203.743.6000 F 203.743.6003 www.tigpic.com CD CY) U � U � U z 40'_6" L L o 1-- Cr - rn L. M (13 � o L0 NO CHANGE TO EXISTING (a N FOUNDATION (6 Co I I 4 SLAB ON GRADE a N - O o - TYP — SLAB ON GRADE � z (�I — — 0 7 C O NEW 2X6 FLR.LT$TO D.O. I ~ a REPLACE EXISTI G cwi> X d Z o U N W F 7A �IxL Z O bo I I z W W ` ) 2,-0" 9'-0" g'_0" Z Q v U 1 .. 1/�'III./\I — — — W m J _ 12"0 SONOTUBE X FOOTINGS,TYP q T \ m 1 I tV v Ci T� v 1 17' Z z I N /C)� f0 \LJ J M REGI ' _ 14'-0• 1 r-r 1 r-2•' 1 s'-2•' � �;;, :r"`T•, � � . GENERAL NOTES N �° 07.22.2013 NEW FTGS: 12"0 SONOTUBES, 36" DEEP �� 2050-A �4 1ST FLOOR FRAMING PLAN GIRDERS: (2) 1-3/4" X 7 4" 1:9e LVLS'S sta : Scale 3/16"_ �'-o" EXISTING FLOOR JTS - NEW 2X6'S TO REPLACE A 01 EXISTING /�1 i w w (n H � W - A z 00 Z H - i cn x ® ® z 00 RR� i Q J eC FRONT ELEVATION SCALE: 1/4" = V-0" w . w z z u, r J X .� Z m -orti ° ocn � �W LL i O i j DRAWN BY: JF RIGHT ELEVATION _. --, January 20, 2013 SCALE: 1/'4" _ � �� i C 1 -0 SCALE: 1/4" — V-0" 10, MAR 1 3 2013 SHEET NO: �'a SSbO*���•� W Cn Z) O w (j) cn H � <C W 0 � A a Z 00 <C z x C!) x 1 Z p o E l � H , , W J REAR ELEVATION SCALE: 1/4" = V-0" oC w z •� Z _! X L6 ZOro T n O coo (n ILEZI LL p LEFT ELEVATION SCALE: 1/4" = V-01' DRAWN BY: JF January 20, 2013 SCALE: 1/4" = V-0" SHEET NO: R` ECU fi "��-vp to 18'-0" 40'-611 8'-911 21-611 �J/_1-911 HOLD Uj DO ------------------------------------------- ------ ( f ' 1 •----------------------------- , r------ r -----i 1 I I I I t 1 O I 1 I 1 1 1 �V ' 1 O ---••---------------•,-----'•--- I I 1 1L EX 1' 1 —1 1 1 I Lf) ' 1 /' ' 1 ►----------------------------- Zc � 1 1 I 1 L-n W■---------^------------------• 1 1 1 -----• 1 'b± i '/•� '^ ------------------- ----- -- ' v ' �V, ( 1 , --------------------------------------------F---------------------------HoiD W-411 2' p1{ •------------------ ---- --------------------------------- 1 H ------------------ -------------- I CC oI 1 I 1 1 0 f , , 1 1 1 1 1 , = 0 I I 0 _ _ o Z O 1 i 1 1 io 1 I EXISTING GARAGE ' 'LL � I 1 I 1 ' ' ` J x I� co CL X 1 I NEEX.FINF.FL.:5.3' L LL x N , 1 W FIN.FL:8.0' ' '^I r I t 1 A M ' ' 1 1 1 I � ' 1 z I I O 1 I 1 1 x� 8"X16"CONC.BLK.PIER ' 32X24"X12"CONC.FTG. ----- -----,� � 1 I ( 1 ■ rr ) 2 10 ■ �� ■ �� r I .r.. r �� r �" ■ ■�� . I \ I ■r■■. . �� ■ ram" r I�''('��'\C_,,r� "1) �� ■ �� r ■� r ' 1(3) 2X10 pF#2 GIRDER 1 i (3) 2X10 DF#2 GIRDER 1 (3) 2X10 DF#2 GIRDER 1 I 1 1 8'-7 1 11 •-- --, R `-_ _-, (3) 2X10 DF#2 GIRDER V—7'/4 `+1'711 7'-1011 ' 3 7-9/, 1 I 1 f 1 1 , LL ----------------------------- ------ A w� 0 .LL W 1 _ol o 0 0 DOWNN ---------- --�=0'-, 1 1 1 � Z' ep ��, � I � 2'-011 I II r 1 I N X I I 9—O 1 I 5; N 1 1 ~ 1 <C I � W 1 , 1 I � • 1 1 ;-- ----------------- --------------------------' 2X O DF#2 (GIRDER (3) 2X10 DF#2 GIRDER r ' 1 1 :F8-4 ■ — ■ — ■ — rI -------81-411 ' I DOWN 1 I 1 W� I 1 I I �IV 0 8"X16"CONC.BLK.PIER p, 32"X24"X12"CONC.FTG. ' ' - 1 1 _o? N� N I I 1 I I I I EX.?X 1 I ----------I 1 r I I , AREA 1074 Sq. FF. ' ' r INSTALL:min. (6) ' ----'''-- --- 8X16 FLOOD VENTS ^-------•— -------------------------- I I I DAWN i i 1 I 1 1 i 1 1 1 N I 1 1 I I 1 � 1 I 1 I W I 1 1 1 • w 1 1 , /77 I , ` -------------------------------- I } .� z CDZ `t 14'-0" 11'-211 17'-211 16'-211 X L6 cJ Q m0co p oDM 1.GC AND MASON TO VERIFYALL DIMENSIONS PRIOR TO CONSTRUCTION. 6.INSTALL 2"THICK SLAB AT LIVING SPACE CRAWL SPACE (TYPICAL) OVER EXISTING — d 0 CD 2.REMOVE ALL EXISTING LOCUST POSTS AND REMAINING FOUNDATION GRADE. � AFTER HOUSE IS LIFTED AND SUPPORTED FOR NEW WORK. 7.BUILD UP GARAGE SLAB HEIGHT(EX.:5.33)TO 6.5'WITH COMPACTED SOIL OR LU w CRUSHED STONE.SLAB TO BE 4"THICK REINFORCED WITH WMM (TYP.).PITCH O U N DATIO N PLAN 3 ACQ AND DILL PLAISTTES (SEE FINISHED (FLOORS TO BE FLUSH.ADJUST EXISTING WITH SLAB TO OVERHEAD DOOR OPENING. i FIN.FLOOR EL.9.0' SCALE: 1/4" _ 11-011 8.INSTALL MINIMUM (1) 2X6 ACQ SILL PLATE OVER COPER-TEX TERMITE SHIELD IL 4.FOOTING TO BE 24"X8"CONTINUOUS, w/{3)#4 REBAR.BOTTOM AND FOAM SILL SEAL. 2X6 DF#2 @12"OC OF FOOTING TO BE T BELOW GRADE ON UNDISTURBED SOIL(E.2.0'). TOP OF WALL: SILL PLATE TO BE S.8"CONC.BLOCK OR POURED CONCRETE WALL TO BE DAMPPROOFED PER 9 T'EMBEDMENT(15E OR CONOCFBLOCDK).ALL OLTS TO BE SECUREDTO SILL ANCHOR BOLTS @ REQUIRED— EL.8.2' NYS CODE.TOP OF WALL TO BIE AT EL.7.2' FOR HOUSE AND GARAGE. PLATES w/3X3 SQUARE WASHER AND NUTS.SPACE ANCHOR BOLTS AT48"O.C. DRILL fr EPDXY IF REQUIRED AND WITHIN 1'OF ALL CORNERS AND INTERSECTIONS. FLOOD VENT 7 GRADE AT REAR: DRAWN BY: ]F NEW 2"THICK CONC.SLAB EL.4.5' EL 4.5' - 1 �— � _ —' 8"CONC.WALL �_ DAMPPROOF EXT. l_ January 20, 2013 _ � k ' SCALE: 1/4" 1r-0" I !' SHEET NO: _ ,. p I BOTTOM OF v FTG:EL.1.5' ;E 24"X8"CONC.FTG. (3)#4 CONTINUOS REBAR( ` t- >y �'°� #4 REBAR @18"OC W U) D O w H w •[`ry 18'-0" 40'-611 Z 00 Lr) z 00 - - - - - - - - - - - - O - - - - WV-6 H Q GARAGE O M. BATH ; ; W 0 RE-BUILD GARAGE O MATCH HOUSE WALL BEDROOM No. 3 PLATE HEIGHT i � • LL ------------------------- �J A _ " - i - Z9 LIVING ROOM MASTER BEDROOM � i � cc BATH --------- No. 2 ' PULL O DOWN � STAIRS ; .----_, --------------- 1 i ----_-- 00 W 00 KITCHEN (BANQUET _Z �, •.� Z zU.) W m 0) v E0 -' X J BEDROOM No. 2 Z m = ~ EXIST.DOOR O O M TO REMAIN � a O m N W LL I.L 14'-0" 11'-2" 17'-2" 16'-2" FLOOR PLAN SCALE: 1/4" = V-011 DRAWN BY: JF January 20, 2013 SCALE: 1/4" = V-0" C + �� L j w SHEET NO: 05251° ESS10��� a W Cn 0 w cn H � QCC W � � A Z 00 Q Z z LU Z 00 N o H a ,2 ` w W I-- J N CRICKET 2X8 RIDGE u EXISTING ROOF TO REMAIN 2X6 DF#2 RR @16"OC' EXISTING ROOF TO REMAIN LL' / � W Z •� Z C.0 Z rn J x � t6 Z m0ti ° oto u� cn �- U) w U- ROOF PLAN SCALE: 1/4" = V-0" DRAWN BY: JF January 20, 2013 SCALE: 1/4" = 1'-0" co ?V SHEET NO: A�C. SStn�lr`�' W Cn EXISTING 2X8 RIDGE EXISTING 2X8 RIDGE EXISTING 2X6 RR 2X8 RIDGE EXISTING 2X6 RR @24"OC 2X8 RIDGE @24"OC 2X6 RR @16"OC pC 12 Ld EX.C) CRICKET @�6 �F' CIS 1 R EX.C) X �60F H EXISTING ROOF AND C)@24"OC CEILING TO REMAIN 2X8 DF#2 C)@16"OC AT MASTER BEDROOM REBUILD GARAGE 5/8"TYPE-X FIRE RATED � � � ® ® ® ® SHEETROCK ON WALLS A FM ® AND CEILING PER CODE a . . Z 0 00 z W % 1 , (n �. .� ( ' r� NEW 3/4"SUBFLOOR OVER % Z V O F E 2X8 DF#2 F)@12"OC '�, .% EXISTING FLOOR SYSTEM % O ' (3) 2X10 DF#2 GIRDER EXISTING GIRDER '� FIN.FL.:EL.8.0' �� GRADE NEW 4"CONCRETE SLAB FM L9 REINFORCED w/WMM RA E FIN.FL,:EL.4.5' NEW 2"CONIC.SLAB PITCHED TO O.H.DOOR 8"CONC.BILK.WALL 8"X16"CONC. 2 (TYPICAL) BILK.PIER yn P v• d. P v• .d a o o +p+ o v .d v s v- ' o � e->a p'vs^ 'vl p•vA�• -°a �'vA� a p•vA^ •v � G BOTTOM OF FTC: 32"X24"X12" BOTTOM OF FTG.: EL.1.5' CONIC.FTG. SECTION A—A EL.15' SCALE: 1/4" = V-01I ri -•� tii If � I ' li 1 .10nAl~lESS STEM OR GALVANIZED I 1 1I :�,••••{•�,,.•'S=' -. ,.•"�Y"am'••:,• :.:•.f/..;•:.:.•,••:£'•r.. iz^ I1'1 (I�I I 1�t 11�`/`f/ll11 I�I I/ �(lI TI ( wAW5DN OEAD 5S 9 1E2N'OW.C/ 1a•APA RATED SHEATHING KTWOOD TMVE:7I16'01B) I®II I 1Iri rAPoA.cRAT ED SHAING w ALTQUATME:7/16"0.58 Z ♦10 sruNLEss STEEL OR G&VANUED WASHERS 0]r o.cWOOD SCRLWS W/ I ' wmeowSIL W �—to - f': ( I �I I I II tl N Ir.:.....................+'✓ I 1 X .� I I 6 OGEE GUTTER - STANDARD 5" i Q 0 0 fn NOTES: 24"OC2 0 M 1).EXECUTION: (L 0 CO A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. `o 2).PREPARATION: I I I W A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. ( , I ( j I I ppppTTTT LL B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. y 3.INSTALLATION: ]zroc I ( A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I I ( I I I I 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ` I 1 ` ' I �+FATHING 000 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND DRY WELLS TO BE 10 1 ` SHHRG ACCESSORIES. MIN. 4 1 B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT AWAY FROM HOUSE I ti ti I ti CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ' OO v ( I J ( I I I) ( I CONNECTION WATERTIGHT. 0 0 2%4DFf2 f I ( � If I if ( I DRAWN BY: JF 4).PROTECTION: 0 O s� A)^PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ( COMPLETION. I ' I ti I I I I ti .1DSTANESSS7EEL January 20, 2013 OR GAIVANIZCD I I I ( wAslreu o r O�C c gpe 1PI80.YW000 ASSEMBl1ES '®¢ �L.l;�}® SCALE: 1/4" = 1'-0" MULT 2-.DH2 SIDDS CONNECTED r ya/1 TOGETHER WITH STAINLESS STEEL {�,SV/f�4'� OR GAL NUTS 0SW(WASHERS ANDND NUTS@2'-0"O.G WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL r o > SHEET NO: AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Cp ,Q COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESiDENT1Al or CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. O ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �QFEsCJi��. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. W (n NERAL NOTE6 WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Z) GE1).RIDGE-TO-RAFTER ASSEMBLY. ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL O 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING, USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required CITY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4•-8d COMMON RAFTER BUILDING HEIGHT 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION W intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST I PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA H construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL CURRENT SSG HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL rT sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE AMINO ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3}.WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 A These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan, studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TO ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 F F� /� 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS P5F) ROOMS (OTHER THAN SLEEPING) 40 v (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d(COMMON END NAIL Z First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION OTY NAIL SPACING GAURDRAILS (ANY DIRECTION) 200 NOTES v Z r� QTY. V O precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAG RY v specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL P P P P g2-1�d COMMON LOAD PATH SEE CONSTRUCTION ANDIUIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 O 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE H 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2-116d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 5ym.. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE t CO2 DETECTORS) SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-116d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK W FOUNDATION NOTES: yPTMPEIIEXTERIORSHEARWALLCONgECTIONS: BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA e 11 exterior sheanvalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-1I6d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review pions,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. CITY. SPACING 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3).Provide 112"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. g),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8dCOMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. ( ) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with 9 3- 16d COMMON co �° NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.C.1 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3 16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO; 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 g p P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter!truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. ROOF H EATH I N I For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"longanchor bolt with washers and nuts.Footings Shall be 3 ft. CITY. :SPACING fro Tabulated 4 inch o.c.nail spacing assumes sheathing shall rafter/truss framing members with G>0.49.For g , framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. co` V.I below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PIER TABLE 3.8 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WIFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: W Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. SHEATHING LOCATION Z CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION >" Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts CITY. SPACING SEE NOTES: 1,NOTE:2 FOR PANEL FIELD 3(BOTH FIELDS) Z (0 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. Z where needed. GYPSUM 7" O C EDGE to . W 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir, 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10 above grade. "O X ).Concrete piers shall be a minimum 6" .C..FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 p� 6 _jI J openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: < O O (b openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wail 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES NAIL NAIL m = ti ' ' 8 Provide fire Z' °Penin gs between 41 and 60 and 2x6 wall openings s g between 5'11 and 9. to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �' � and blocking where applicable. QTY. SPACING O O D M 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMOrN AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall �- O 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. U anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6d COMMON 6"O.C.FIELD 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to stud framing members with WG>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. (L Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE O 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists on plans. WALLBOARD 10"O.0.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 1y, 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: a under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY P 4 9 P P fY QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES V OR LESS 8d COMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE(REFERRED TO IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment ipmeHVA subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. equipment supplier. and to form an effective fire barrier between stories,and between a to story and the roofs ace. P 1).Nailing requirements are based an wall sheathing P rY P 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. g Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor DRAWN BY: JF to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shalt also be firebtocked at intervals not exceeding 10 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructedusing parallel rows of studs or staggered studs. January 21� 2013 approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot -16d nail per foot.. drop ceilings and cove ceilings. SCALE: 1/4" = V-0" be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. ®� 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with N.Y.S.Residential Code. u C G A' 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of * O n G G� 'V O flame and products of combustion. 1 m Y 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. 05251� �� o b' WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS En USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 0 a KING STUDS ENDWALL RAFTER WALL STUD �+ CRIPPLE STUD //, e BOTTOM PLATE `/ � RIDGE HEADER LEDGER BATHTUB V DOUBLE JOIST < W SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION Q A 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR \� O 2ND. ADS5 HOLD DOWN BOTH SOT.PLATE OF 2ND FLOOR AND TOP ANCHOR PLATES OF iST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4'x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY COVER RIDGE TO EACH RAFTER 2x6-Zx8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER!LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS1 RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE x BLOCKING @24`OC r^ WALL STUD ( / THROUGH-ROOF EXHAUST VENTS SELECTED AND Q METAL STRAP LOCATED BY CONTRACTOR O Li '^ CRICKET AT TOP-SIDE OF VENTILATION CHANNEL H V RIM BOARD CHIMNEY AS REQUIRED SILL PLATE(S) RAFTER �,..� WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING ` VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN- FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. �� THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 4'-8- LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ON ALL OPENINGS ,�'y PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CON7IN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF iA INCH IN DIMENSION. SOFFITED SAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS .' AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOVtVN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / '�• ACTION CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8""12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER $OFF►TED SAVE DETAIL ION ALL OPENINGS ,�', KEEP ROOFING NAILS OUT 2ND.FLOOR WALL ' OF FLASHING ---, _ ROOFING LAPS BASE \ FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER 1 RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST .510E WALL FLI46H1t*'G TOP PLATE GIRDER/HEADER I 1 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS INSTALL 47 O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE N RAFTER/PLATE RT15 TYDOWN ANCHOR2 THE PROPER STEEL CONNECTOR. I.L. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF w DBL.SILL PLATE Z TERMITE SHIELD , �——SUBFLOOR SILL GASKET WOOD JOISTS } i 7 NEOPRENE I "J Z to Z U!j TYP.CONC.FOUNDATION C ^ CONC.SLAB GASKET - -��� ///��� DAMPPROOF EXTERIOR 6 MIL.POLY ° V� ` 2x6/2x8 CONTINUOUS WOOD PLATE W 04 BOLTED TO STEEL BEAM WITH N GRANULAR FILL - X J � 6MIL POLY ON EXTERIOR )•Q I/2"DIA. BOLTS 48"c.c. STAG. J Q O � ° V � STEEL COLUMN I _ , i Q \% ° '' ROOF JACK \� ``, 1 STEEL BEAM m = ~ v � CONC.SLAB '� O` `, •� O O = Ch c I.4 ` 4"x 114"x B"STEEL r n o ` COMPACT FILL U e E• ROOFING LAPS ', TOP AND BOTTOM PLATE — Q- O (p 4 r / m KEYWAY FOOTING ° v CONC.FTC. 'p 4 ° 1 4 FLASHING AT USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ` 6"ANCHOR BOLT Q`p L'o- ` 1/2"GROUT U) • , - :o ANCHOR BOLT CONNECTION ` 4 REINFORCING BAR (USP LBPS58 OR BP583) W ;, ------ 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT I I SUPPORTIMG MAXIMUM SPACING FLASHING LAPS _ f 10 KIPS) U- SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - O CRAWL SPACE OR FOUNDATION 1 STORY' 72"OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION TYPICAL CONIC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"LONG.FTC. CRAWL SPACE OR FOUNDATION 2 STORIES 36'OC STEEL / BOTTOM BEARING n- WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57'OC ROOF JACKS 4 VENTS DETAIL SLAB-ON-GRADE ( r SUBFLOOR D CONC.SLAB I DOOR FRAME 6X6 10110 WWM OROR65E—► —JOIST COMPACT FILL � I USE 2X8 FOR BLOCKOUT STEEL BEAM 4" SLAB v I - SLOPE P.T.PLATE W/6X6 WMM " - 1/2"AIR AGE �`� � I . e 4"DRIVEWAY—� NOTCH TOIST AND ADJUST HEIGHT o �� ' 1/21 ,�. ° (WITH A NAILING PLATE IF NEEDED) AT END AND a •n • °. ' ' ° .. GRADE 4 - -u-=-zr-=-- fD DES WOOD °�G (PROVIDE STRAPPING ALLOW KEEP JOISTS ALIGNED) " TO BE APROX.1/2"OR HIGHER THAN DRAWN BY: JF � STEEL BEAM TO ALLOW FOR SHRINKAGE � 4 4 4 °�'n ' B .° O.° •� ., PR E 6X6 W.W.M. n e -i� 412" n' D '[� - MIN. %c e C ^ 4 4i'� 4 L�'n 4 A' ° ° ��\NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM ' SUBFLOOR )anus 21, 2013 •/ 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM e G ° e o s° -I1 DRAIN TILE I �I • • REINFORCING BAR e , d 4°, —JOIST 12" 'e a SHEET METAL/300 FELT UNDER BEAM AT POINT ° d' °�.° C� OF CONTACT WITH CONCRETE OR CONC.BLOCK i STEE AM n _ n SCALE: 1/4 1 -0 TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)•4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �.°°° 3 SHIMS TO LEVEL BEAM 'f—PLAT (BO�€ B "mil (°l REINFORCE FOOTING WITH(2)-4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ��,�' �,� BEAM POCKET SHEET NO: Cti A90�E5S14 �