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HomeMy WebLinkAbout42422-Z Town of Southold 2/27/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40232 Date: 2/27/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1375 Peconic Ln., Peconic SCTM#: 473889 See/Block/Lot: 75.-5-1.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/1/2018 pursuant to which Building Permit No. 42422 dated 3/1/2018 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: alterations and additions, including second floor deck, to an existing one family dwelling as applied for. The certificate is issued to 806 East Main LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37241 4/22/2014 PLUMBERS CERTIFICATION DATED ut o ignature y� TOWN OF SOUTHOLD 'r'�S}�rtrC7j �` BUILDING DEPARTMENT r o ' TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42422 Date: 3/1/2018 Permission is hereby granted to: 806 East Main LLC PO BOX 151 Peconic, NY 11958 To: Additions & Alterations to a Single Family Dwelling; Bedroom, Bath, Deck, Exterior Curved Stairs, Kitchen, Laundry Room, Mud Room, as applied for.Replaces BP# 37241 At premises located at: 1375 Peconic Ln., Peconic SCTM # 473889 Sec/Block/Lot# 75.-5-1.1 Pursuant to application dated 3/1/2018 and approved by the Building Inspector. To expire on 8/31/2019. Fees: PERMIT RENEWAL $439.60 Total: $439.60 g Inspector �-.`..:� 1 TOWN OF SOUTHOLD ©\��u��t��;AUG:t BUILDING DEPARTMENT TOWN CLERKS OFFICE ? ;r 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#: 37241 Date: 5/23/2012 Permission is hereby granted to: Blum, Jill PO BOX 151 Peconic, NY 11958 To: Additions & Alterations to a Single Family Dwelling; Bedroom, Bath, Deck, Exterior Curved Stairs, Kitchen, Laundry Room, Mud Room, as applied for. At premises located at: 1375 Peconic Ln, Peconic SCTM #473889 Sec/Block/Lot# 75.-5-1.1 Pursuant to application dated 5/17/2012 and approved by the Building Inspector. To expire on 11/22/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $879.20 Total: $929.20 r Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation fi-om Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling$50 00, Additions to dwelling$50 00, Alterations to dwelling$50 00, Swimming pool $50 00, Accessory building$50 00, Additions to accessory building$50 00, Businesses $50 00 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $25 - 4 Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date C. _ '/-� 3 - I D- New Construction: Old or Pre-existing Building: X (check one) Location of Property: VOMAA6� ?eco<),c l_o.n e House No. Street Hamlet Owner or Owners of Property: J��� �_�Ca R��a Wu" Suffolk County Tax Map No 1000, Section -1 5 Block Lot Subdivision � Filed Map. Lot: Permit No. ! Date of Permit. _5 l.3- ( Applicant: Health Dept. Approval: Underwriters Approval: % Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted $ J Applicant Signature Lj Town Hall Annex Telephone(631)765-1802 54375 Main Road '' Fax(631)765-9502 P.O.Box 1179 roger.riche rt(cD-town.southo Id.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Jill Blum Address' 1375 Peconic Ln City: Peconic St. NY Zip: 11958 Building Permit#. 14;)H'�a 1-Section: 75 Block- 5 Lot: 1.1 r,eAe k - WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Glens Electric License No: 4770-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 X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 26 Ceding Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 4 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 28 CO Detectors Sub Panel 100a A/C Blower 1 Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliancesdw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 28 Twist Lock Exit Fixtures 11 TVSS Other Equipment- combination smoke/co detectors-3, exhaust fan-1, GFCI circuit breaker for hydro massage tub,portable hot tub-1,ARC fault circuit breakers-5. Notes. NOTE---portable hot tub removed as of March 15 2019 Inspector Signature: Date: April 22 2014 81-Cert Electrical Compliance Form.xls Town Hall Annex g 3 Telephone(631)765-1802 54375 Main Road Fax(63I)765-9502 P.O.Box 1179 �"�;. ®. " Southold,NY 11971-0959 BUILDING DEPARTMENT D TOWN OF SOUTHOLD ; TOWN OF SOUMG—D CE-RTIFIC ATION i F Date:_f l�? Building Permit No. ) i_a a Owner: l(> m- (Pleaseprint) . Plumber:_e0c.-r, �—(Please p lr nt) t a I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ' a i lumbers Signature) - Sworn to before me this� { h A._ I day of lel.!A , 20 9 l -- ! _ 1 1 i a Notary Public,_�Irl __ _ County; j I TRACEY L. DVv"'? NOTARY PUBLIC,STAT!_,, TRACE`(L. DWYER j NO.01 DW6,S-- NOTARY PUBLIC,STATE OF NEW YORK i QUALIFIED IN SUFFC� -' NO.01 DW6306900 COMMISSION EXPIRES Jt p-,u �r, _ QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2b I -a JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: July 1, 2013 To: Town of Southold Building Dept DTV' DD Re: Blum 1375 Peconic La. Peconic NY TOWN OF SOITTHOLD To Whom It May Concern: This letter certify that the installation of the Cantelivered Deck at the above referenced property has been installed as per submitted plan and does not require any additional support. If there are any further quest'o feel free to call Any questions feel free to call. �F NEW ), Sin erely, D E ERko'Qir w J es Deerkoski P.E. r w -A �F 0 2�0 OAROFES \OSP DF$o(/jyo� ` cOUMV,� TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. F N;/!ST7RAPPING:D IO [ ] INSULATION [ FRAMI [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �,!qz,-" DATE 7";,11,5_11,3 INSPECTOR SO(/l�o� couhm TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT ON [ ] FOUNDATION 1ST [' ROUGH PLBG. [ ] DATION 2ND [ ] INSULATION [ FFORAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS: or DATE ®6 %3 / INSPECTOR ' �Ee OF SO(/p�o� p'YcOUNT`I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORT-- �'�•_ "' _Via}- - - -- r - i ^_ '-_— _.�__,__. `_ -_____—_—___ OF SO(/l�,o� �cOUNiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ] UGH PLEIG. . [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) L RE MA KS: 77 - v - DATE ( INSPECTOR -z*A-o�- E OF SO(/T�olo cOONi`l,� TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ) ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6'(z- 1 t DATE INSPECTOR soUlyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] MSULATION [ ] FRAMING / STRAPPING jv'(FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C S� R ol/, AM,, 3 �vwvv� � �I,v�✓ out L n DATE INSPECTOR 1. 1 1 • • � • 1 1. a . .pA 07,AF FAON - i PLUMBING OKI INSUL.ATION PER N.Y. STATE ENERGY • ! 1A W' PTAR Ar OFT IWO W 0719 m AMI W! MOM MOM us al-0 ON alFAAW ff"A on mp ADDITIONAL COMl ENTS I r • •� W • 10 �rA11 NNOPWA Of A TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL , I 1 Board of Health SOUTHOLD, NY 11971 cT 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 1 Flood Pen-nit Examined `' ,20 l Single&Separate Storm-Water Assessment Form Contact: Approved �� �-, 20 Mail to: Phone: Expiration — ��,20 0 U E Building Inspector D PPLICATION FOR BUILDING PERMIT Date , 20 BLDG DEPT. INSTRUCTIONS TOWN OF SOUTHOLD 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 or name, if a corporation) M�eti�e\ N�nL1 2q 8- z25�u �0 N� 11452 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder g e Y\ Name of owner of premises R 91,4 c-, ,r- (As on the tax roll-or latest deed) If applicant is a coiWration, 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: 13`75 C e mn Nc e House Number Street Hamlet County Tax Map No. 1000 Section Block S� —Lot , Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S e 1 k �c 3. Nature of work (check which applicable): New Building Addition k Alteration x Repair Removal Demolition Other Work + (Description) 4. Estimated Cost � '7 5U OO - 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. 7. Dimensions of existing structures, if any: Front . Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear _- Depth Height Number of Stories S¢-2 9eeP I'Aott 8. Dimensions of entire new construction: Front Rear Depth -7o WC 1- Height 21-'L- Number of Stories , 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO K Will excess fill be removed from premises? YES NO n�con,C� 14. Names of Owner of premises Az. v> lis- Address N3'75 Per. Phone No. -765- 68 61 Name of Architect ec- J r-,7ees`_oo, Address r-)o�- Phone No Zg'9- 2) ) 6 Name of Contractor nen Address c+ „ he>L o Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF u Ics— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public,State of New York (S)He is the No.01BU6185050 (Contractor, Agent, Corporate Officer, etc.) Qualified in Commission Expires April 14, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this -1,4�1 day of 20 Notary Public Sigi ature of Applicant it t ' uzo �%-' .01! Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Pain Assessment Form GENERAL INFO TION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owne -Agent Consultant-Contractor or Other(Circle One) Property OWNER:(If Different than Applicant) Address: YO Address:'ZS(, r-�e. '���clL k3 7 S Pe ,, Nc Le-ne f cow t C Telephone#: Fax#: Telep one#: Fax#: 17 65-686\ E-Mail: E-Mail: J Vs e�-Olc,� Property Address: Brief Description of Construction Activity,Proposed Structural BMPs,Soil S.C.T.M.#. 1000 -n l Stabalization BMPs,Project Scope and/or Sequence of Construction Activity District Section elack Lot (Provide Addibonal Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: Address: __ -__ � _ �1do_r r_J�C�O ,,A Q _ 11_ 1_ 1 ------ Telephone#: Fax#: Tt_ rJVi �(`d_o_^_ E-Mail: _Q1�C__ _�__�^ � � '"�__ - •1--11- Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: ��- �---------- Address: C U o v^ �f- T Telephone#: E-Mail: Total Area of All Total Area of Land Clearing _---_----------------------------------_--_- Project Parcels- and/or Ground Disturbance, __ _______ (SF!Acres) (SF/Aces) _-'-_--_...--_.-.-----_- ---_- -_-_- Project Duration: Start End ----------------------------------- (Anticipated) Date: Date: -�-_..--- (Number of Calendar Days) I Will this Project Disturbe five(5)or More Acres at 0 ---_'-------------------------------------- j Any One Time During the Proposed Development? Yes No ---------------------------------------.-----_ If YES:Please Answer the Following/ -------------------------------------------- a. --------------- j a. Does the Applicant have a Qualified Inspector On Q Staff To Conduct the Required Inspections? YesN List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: b. Does the SWPPP Indicate How Frequently the Site Inspections will Occur and for What Period of Time? Yes No I c. Does the SWPPP Adequately Identify All Temporary = [� ----------------------------------------- - and/or Permanent Soil Stabalization Measures? Yes No "-- ------ -"-"- '---------------- d. Does the SWPPP Adequately Identify a Complete 0 ------------------------------------------------ Project Phasing Plan? Yes �No Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired-) e. Does the SWPPP Indicate Additional Site Specific = I Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice = E::J' Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater wetland.Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? Yes No I STATE OF NEW YORK, Notary Public, State of New York COUNTY OF...........................................SS No.OI BU6185050 _ \ Qualified in Suffolk County .`..k......... �`., being duly sworn,deposes and saysgh'l?! /sFRVR?el55iil#'rtt erne-t, ............... ...................................... (Name of individual signing Document) Andthat he/she is the ..............�. l C. ............................................................................................................................... (Owner,t.'.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 me this; �� ... day of....--•----................ _20.0— Notary 20.0—Notaty Pub ................ . (Signature of Applicant) SWPPP Assessment FORM: 03-12 TOS "SWPPP" Preparation - Chapter 236 Article II - Storm Water Management 2 Storm Water Pollution Prevention Plan Review Checklist Checklist # 1 REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: iYES€ i i Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) NO I N.A.€Explanation for NO or N.A. Location € y, € # € — (pg.#) 1. Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site. Q -2.-_C_onstruction_PhasingPla_n_Ind_icati_ngSequence of Proposed Construction Activities.mm��`��ry, �mmmm„�^�'mm�M-T���-- m € s € y-___-.--------------------_...-----_-_._---___---_---_-__ -3 General Location Map-------------------------------------------------- €=i=1E�s -4 --------Plan Drawn to Scale of not less than Sixt_y(60'Lfeetto the Inch Indicating the Following __ € a Location and------------------------ -- tion of Pro - Boundanes € -�-- - - - __ P P_ X .,----------------------------- �€Or _________-_ ___c. All Exist€ng1 Natural an_d/o_r_Ma_n_Ma_de_Fea_tures_on- an_d within- ofthe_PrWo !rty_Boundary; ------------------------------------------------------ d._ Test Hole Data Indicating Soil Characteristics&D_epth to_Seasonal High WaterTable� €�r�€ € -e -Contours Indicatin-Pro�ert Elevations Min.?'; -.-.- �s� � � -_- --��--� ��-� - s El __1........................ f.M-Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; 0 -�g -Location of Wooded Areas&isolated Trees with'aivifnimumDimension of 18'Diameter; �30�Ot € __ �� _ _ _____ ___ �_-fi Soil Conservattion_District�oif_urv_ey--------------------------------_--41=€O3 € _ ______ _________ ____..___ ________ �_________ 5 -Background Information about the Scope of the Project,Location&Description of the Site, € € € I - Prop,osed Chan es to the Site and All ExistingDe)elo mentonthesitelncludin the Followin €�€�€�" ��__�--_______�___...___^_.._________�__-�- _ 9 __ P_______ _----__g9 s € € L -- AIIILnproveme�tsjrLcludingTolalAreaofLarldDistufb?ng&ZotalSiteArea;--____---- [Zj----------------------------------------- ------------ b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume € ! € ! - & Nature of MaterialsInvolved�______________________________~ _ ____€DIDI� ___ _ € s € r----------------------------------------------------- c. A'I Areas Requiring Clearing_and/or Grubbing-___--------------------------1=1== +-------------------------------------------------------- d. ___----_-----._-_-----_.-_-.--------_-_ ----___---- -d. All Areas Where Topsoil is tc be Removed,Stockpiled and where Topsoil will ultimately a ; i -~ be placed; t_______________ ----------- ---------------- f. s=€0!�€ __ _ -- --d € € €--.__...__-.............._...----__.-......._-------------------------------- e� All Temporary&Permanent Vegetation to be Placed on Site_^_�_�---------------€0€0€ ]€ -f. All Temporary&Permanent Storm Water Runoff BMP Control Measures Proposed; y _ ?--ry P _______ +�€�€�€ -g' The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff; - € € r__-- --- .__ ��- -�- _.__._. --- - ----- ---- ------ _____ _ _______ _____ ____________ _—_—.------------_----------------------------------- h. The Location of all Roads,Driveways,Sidewalks,Patios,Structures,Utilities&Other _____________________---------------__—__--_______---_____€ € €L�`1�-------- -------------------------- _______—_---------------_--------_----_----_------- Improvements, Including Temporary Access&Construction Staging Areas; € € € s -The-5xisting&Pinal Contours and or-8pot E�Tevations ofthes€te.--__-__,-___----_--.€0�0€�0-~-`� �� -"- --� -------------------------- V 6.-A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation -_-- i -� -------------------- --_----__----_ ------------- & ------_---_ _&StormwaterR_unoff_Contr_olMea_sures. ____ _____ _ _ ^ -----------------.3 € I _---_-_--_ 7. Description o_f P_olluti_on Prevention Measures that will be Implemented.^___ _ __ _-- -�--� ---_________._____________________ ___ ___�-�^ ^--d I I }-.---------------------_--_-_--_--_-_----_ _ t3.-A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or ! + ! € _Im_plemented for Each ----ru_-- Activity_that----ll result in Soil Disturbance._------------€ € € 9. Description of Construction&Waste materials Expected to be Stored On-Site. I € € - -- - '--" -- - -'-`-- - - '- - ""-`- _- _ _ _ _ _ - --- -----------;���3 ----_---_----_------_-____-_-_-------_----------- 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the _ _N_e_w_York_Stat_e_S_to_r_m Water_D_es_ign_M_anu_al Technical Standard. -- € 9F, ---------------------...------------------------- 11. GeneraI SitePlanandConstruction Drawtngsforthe Prect ��_-- ----- - --- €�€0: __ ________ __ _ _____ _ _____ ____ _____ ___ _€onsMMatenal Specifications lit Installation Details for Al Erosion&Sediment Contro -s!c s� - ---_--_--_13. Tem oraPractices that w€ll be Converted to Permanent control Measures ! - ---- ---- y---m�M----�M-- -M--N------�._P__r?!_ _____________________ ____________________________a0€Di _____-_---___-------_---_._-_----------- --_-------- �14.-Implementation Schedule for Staging Temporary Erosion Control Practice or BMP. -__-�€0€0!�€ 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& O, z Sediment Control Practices. --______-,.------------------------------------------------------€ ! ; _----_-----____.--_-_----_---------- --------_-- 16. Names of Potential Surface Waters of the State of New York and/or MS4 that may be sO i� r7'-1 i-,-- - _ Im_p_acted'by D_e_velopmen_t. € € € € --^! € € 1--....---------------------------------------------------- ---------- ...._-----_-------....------_....------------- ----------- 17.w Delineation of Storm Water Control Plan Implementation Responsibilities for Each part of the � � t _ _ --_-_----____-------._____________ --�Project Construction Site.-----------------------___- __-______-__ _ ; ! € - _--------_ All_other Existin Data that Describes Storm Water Runoff and/or Natural Drainage Swales. € y -------------------------------.-_---- -- - - _9_____ -------------—�.—________ 0 1!.-Identification of All Contractor(s)/Sub-Contractor(s) Responsible for Installing,Constructing, Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices.' Storm Water Management Control Plan Checklist# 1 : 03-12 i DEC "SWPPP" Preparation - Chapter 236-19, Article 111 - Storm Water Management Storm Water Pollution Prevention Plan Review Checklist �! Checklist # 2 (Additional Items to be included with Checklist # 1 when Article III is trigered.) REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i € i Plan Sheet Does the SWPPP Adequately Provide for and/or Indicate the Following:) +YES s NO +N.A.I Explanation for NO or N.A.Must be Approved by SMO (pg #) ( 4 Y g:) a + Location 1. Does the Plan Indicate and/or Show all Items Required by "Checklist #V in this Packet? �2.-Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater - ' + a Mana�ementPractice? _ + _-_-.._._____.,_------ _-,-_..__....__ ...._.._,_._.�.__._ -3 -Does the Site Plan/Construction Drawings)Indicate and/orShowthe Location&Size of ----€ i i� ---_________W_µ~_______________j ------- ----------y _Each Post-Construction Stormwater ManagementPractice? - __---------------------------____I I + -4 Does the Site Plan/Construction Drewing(s)Indicate and/or Show Hydrologic&Hydraulic Analysis s 3 O I + For All Structural Components of the Stormwater Management System for Applicable Storms_?_ + I ! 5. Does the Site Plan/Con ;Ci Drawings) ate Co Indicand/or Provide a mparison of Post- - Development Stormwater Runoff Conditions with Pre-Development Conditions? Does the Site Plan/Construction ETriaw ifh j Csy Indicate and/or ShoW All Dimensions,Material - Specifications&Installation Details for Each Post-Construction Stormwater Practice 7 ;�3�€ E __________-�--�---��---�-------�---__----...--_-���--__ -a I € � .. -----_ _--_------.--------I--------------- -7 Does the Site Plan/Construction Drawings)Indicate aaint Menancech Sedulero Pvided by µ I I I _----_----_ the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction I Q _ Stormwater Management Pra_ctice_? --B 3 € t------------------------------------,............,•.....•..,,......,..........,-- -8 Does the Site Plan/Construction Drawings)Indicate and/or Show Maintenance Easements to ' ' ' ' Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection and Repair? S + f s 9. Does the Site Ptan/Contn siction Drawings)Ind-------------------------------- -cate and/or Show Inspection and Maintenance- E E -�, +r---------------------------I----------- --------------------------I----------- ----------- _ Agreement(s) that are Binding_on All Subsequent Landowners? +DIS+ IL,..----------------------------------------- ------------- i-6 For All Ac+viti tes meeting the Threshold in 236-19(B)(1),the SWPPP shall be_ Prepared&_Signed By a Professional in the Principles and Practices of Stormwater Management&Treatment Who Who Shall Certify thatt he Design Meets the Requirements of Chapter 236. + I ! I 11. Does the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the i I Quality of Stormwater Discharges? 10+01 s 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard i i to Historic Places or Archeological Resources that Includes the Following: 1 c: €I= sI a. Information whether the stormwater discharge or land development activities would have i i s an effect on a property that is listed or eligible for listing or eligible for listing on the State or National Register of Historic Places�______________________________i; ____-____-_ -____--_-_ - 4 I ----------------------------------------------- ---- -------- -- - ---- ---- b. The Results_o_fHistoric_Re_sou_rcesSc_re_ening Determiiz-e-A stha -1m--e been Co-aces-Istel- ISI a --------------------------------------- �- c.-Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed,;0;Di i--_�-�----------------------------------------------- State --�-- or Eligible forListin �ontheStateorNationalRegisterofHistoricPlaces;and_- -__- d. -Where Adverse Effects May Occur,Any Written Agreements in Place with the NYS Officeof Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to Mitigate Those Effects. U. A- Description of the Soil )Pnt sreseatthe-Site,Including an Identification of the-----_-----; t '. ---------------•------------•--------------------------- Hydraulic Soil Group. I OI D+ -----------------------------------------------------------------.I + i...,---------_-_--__-_-_--------_---------------------.. - 14. Identification of Any Elements of the Design that are not in Conformance with the I I Design manual,Including Reasons for the Deviation or Alternative Design and a Description of theEquivalency with technical Standards. ; 4 , 15.-AHydroIogic, rnd- ydraulicAnalysisforAllStructuraIComponentsofthe---------------� - -------------------- -------------------------------- Stormwater Management Control System. --- - --_-------------------_------------- --- --. ---_---- .. -- .. . --------- -_ _- .__'_--- -----------_ 16 A Detailed Summary,with Calculations,of the Sizing Criteria that was Used to Design 1010 s�a _ All Post-Construction Stormwater Management Practices. _ _ --------------------------------------------- 17.-AnOperationsandMalntenancePlanthatlncludeslnspectionandMaintenance--------- i i s Schedules and Action to Ensure Continuous and Effective Operation of Each [ ] Post-Construction Storm Water management Practice. I I I Storm Water Management Control Plan Checklist#2: 03-12 _• Southold Town Building Department v; P.O.Box 1179 Permit#: 37241 r �t��' �i'�•`�; 54375 Main Road }{`� Southold,New York 11971 Permit Date: 5/23/2012 CP (631)765-1802 Expiration Date: 11/22/2013 �y Parcel ID: 75.5-1.1 BUILDING PERMIT RENEWAL LETTER Dated: 1/23/2015 I Applicant: Mike Hand, Designer Location: 1375 Peconic Ln,Peconic Work Description: ADDITION/ALTERATION Additions &Alterations to a Single Family Dwelling; Bedroom,Bath,Deck, Exterior Curved Stairs,Kitchen, Laundry Room, Mud Room, as applied for. �I A FEE OF $439.60 1S IREQUi ED TO 1R1J1'dICW THIS BUILDING PERMIT. i Owner: Blum, Jill Address: PO BOX 151 Peconic,NY 11958 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 I I C THANK YOU, I SOUTHOLD TOWN BUILDING DEPT. i F V EIJ 1:1JUN 12 2013 LDG.DEPT AUGHOLD41 41 Telephone(631)765-1802 75 Main Road 5 } P.O.Box 1179 G. Q f0 .S U Southold,Iff 11971-0959 ON 1 2013 BURDING DEPARTMENT TOWN OF SOUMOLD BLDG DEPT. APPLICATION FOR ELECTRICAL INS wN OF SOUT HOLD REQUESTED BY: Date: j Company Name: • Name: ' License No Address: Phone No.: • i JOBSITE INFORMATION: (*Indicates required information) *Name: �`ry *Address: v L If *Cross Street: *Phone No_: Permit No.: Tax-Map District: 1000 Section: s Block: _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: '0/ NO Rou�fn Final *Do-you need a Temp Certificate: YES 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 82=Request for Inspection Form j ` - C a. P -4L BUILDING PERMIT EXAMINER CHECKLIST �Dafe Submitted: Date Reviewed. Applicant: -- Owner: :AaTlt a Engineer: � �- Estimated Cost: SCTM# 1000 - 7-5-- 15- - f J Subdivision: Zone: -g� Conforming? Property Address: /3 75- e "'� City: d6ew Pre COs? Building Permits (Open/Expired): BP -Z/C/o Z- ,Info: BP -Z/C/0 Z- ,Info: BP -Z/C/o Z- , Info. BP -Z/C/o Z- ,Info: BP -Z/C/0 Z- ,Info: Single& Separate Search Required? Y&Determination: Rt-tN-o,FFi I/�rdC► REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. o` 0 ACT. Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height 35' ACT. Height R E 4. SoTH Si DES A C T a6UPo. il ey Projec Description Waterfront? Y or N? � MtLk If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED ALAN S��� SIGNED, SE/��EDSuPVEY DR SifE PLAN Suffolk County Health: Y oNoIf yes, *Bed#: *Date: / / *Permit#: Town Septic: Y-Al - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC9/ins Y op N)- Date: —/—/— Permit#: or NJ Letter- Notes: Southold Trustees: Y'41' ®r1, Date: / / Permit#: or NJ Letter-Notes: Southold ZBA: Y oru- Date: / / Permit#: -Notes: Southold Planning: Y o0- Date: `/ /_ Permit#: -Notes: Town Landmark C of A: Y 9DTE: _/ /_ *NYS CODE Compliance(page 2): Y or N CoNTKfi<T,o ,,-QCEt t AISABIL 'ry L1A.611,1T/ -,WOI(kl! ivs COM P�/VS4TI Notes: L4- 4Q4SL Fee Structure: Calculation: Foundation: SF 1 X $ LFO=$ 7 6 �-o First Floor: SF + Initial Fee: $ . . ® ®, 0 Second Floor: 970 SF +Additional Fee (_^): $ Other: SF SFX$ , =$ Total: SF +Initial Fee: $ +Additional Fee U: $ C of © FSE�� •�®o t,® AS 8 U I LT FEE --& - TOTAL: $ S 79 ' oU C t NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: Wind Speed: 12OMPH Seisnuc 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: YIN HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RATTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE •IYIISSLE TEST REQUIREMENTS ON EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N .TENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER D IAGRAIvC.)/N LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN Y/N CERTIFICATION: YIN ENERGY CALCS:ON (RFS CHEC K) TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) A SURVEY OF PROPERTY ORFORT'Ew-Yy9`YEG 51TUATE: PEGONIG FKp,NK PNrni��cW^�-`S TOWN OF 5OUTHOLD 5UFFOLK COUNTY, NY HW �yy�p,,,r�•.-EtXE of -g t33°02'00°e a-to.15' V&15E ROH A N W - ETJSE O° ,,OD 3N lu I b 1 H 1 4 utt, p \� rr ue z Q � f❑ - 1 z — 1 J z 1 w _ lu pp w —� ' � zxr : i e�• R���` 1,11 O 0 1 �a• a eO ul / —, I DETAIL FOR w i 5GAl.E1 BUI SEES I --Z- DETAIL I 1' 1 S0 II g= i tu 150 550 150.00, '-sne OF, LAND NOW OR IAHOSOVa OF Sd 9 FORMERLY Cr. THOMAS PERRY l N .b ANN PERRY I 511ED O LAND NOW OZ ' FORMERLY OF. �• �I 91ELLA SAW46Z Z 1 { Os' w NOTES Q LAND NOH OR FORMERLY OF REFERENCE DEED, LIBER 5140 PAGE 25T O JOHN MALIN.W5KA5 ^a ALICE Al MONUMENT FOUND °s IUT�1Jl 0 PIPE FOUNDL-140 WOH°O WOODEN FENCE FOORIERRLY OF, ' AllEUST AN INIRE PCNGE a SOPI IE IM- I 01. AREA= 645.226 5 F OR 14 61 ACRES Q 0" + 55 02490IIW 118.14' OF N&byS" LANOW OR FORMERLY OR SURVEYED 12/201/9 i h�L -� f1 LAW NON T50<AND5 a Llr,4 1 ��� �,C�f '#j :i:a:iiia.'a�•a°:��o::": SUFFOLK COUNTY TAX MAP �O` ,0,• ?O r ..°::"s:u e:R°°..�..°m `�°1°°:"`� 1000 is 5 1 CERTIFIED TO � d.rta.a nlm nw" REYNOLD BLUM SAND S w MpdN q,0AV GRAPHIC SCALE 1"= 100' N Y s LIC NO 50202 JOHN C. EHLEAS LAND SUR1'EYO 6 EAST MAIN STREET RIVERHEAU N Y 11901 , Generated by REScheck-Web Software V Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone- a Construction Site: Owner/Agent: Designer/Contractor: 1375 PECONIC LANE BLUM PECOIN IC,New York 1375 PECONIC LANE PECONIC,New York . . Compliance:3.8%Better Than Code Maximum UA:78 Your UA:75 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules It DOES NOT orovide an estimate of eneray use or cost relative to a minimum-code home Gross • • UA Assembly Area or or D•• Perimeter • Ceiling:Flat or Scissor Truss 404 30.0 0.0 14 Wall:Wood Frame,16in.D.C. 455 13.0 0.0 29 Door:Glass 84 0.300 25 Window:Wood Frame,2 Pane w/Low-E 22 0.310 7 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted With the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date L_ :. 00 I ----------------------------------------- ------ ------------------------------------------------------ M U Design Services www.mchdesionservices.com phone: EXISTING DECK BELOW � (631)298-2250 JAIL - 9 2013 i J e-mail: 1 michael@mchdesignservices.com EXISTING DECK DECK MANUFACTURED -_- A> A - CURVED STAIRS - - - ----------------------------------------------------- 28' 10" 14'-5" 14'-5" (DECK ABOVE) _ 5'-0" 9'-5" 14'-5" Lr O + FWG12011-4 SAAS .' 1 TW2836-2 (2)1-3/4X9-1/2 ML H ADER (2) 9-1/2 ML HEADER (REPLACE/RELO\NNE R MATCH BOVE) RIFY HEADER C8X11,5 STEEL HEADERZEXANDRY. IN.) (2) 2X10 FO ROOM /DBL.2X8 DF#2 CI @16"OC__ _ °c �O C LU O �0 2 O m � , O LU BUILcc T-IN V (VERIFY WITH OWNER) ____ _ LU_ , B I B B CONTRACTOR TO VERIFY BEDROOM S ITE LAYOUT 1'-1 O" '-1 O 1/2' 7'-1" B 1 B WITH OWNER PRIOR TO CONSTRUCTION C "--'-' O O o Q Sam—no O D — o coCO EX. KITCHEN 2X8 DF#2 C1 @16"OC Q O w co 12'-6%" 3'-7'/" M N 61-111 M 5'-8'/z" N 2-0. MASTER BATH EX. MUD ROOMUjrT, 1 U �jj VERIFY a �11 a (EAD e 3)1 2 4MLd � -- (MIN.) 2X10 (MIN.) Z10 ---- ------- -_41 A�WT� I-------- VI I EX" MASTER BEDROOM— i (ALTERED) EXISTING BATH EX. BATH W I W V 1 EX. DINING ROOM L ' Q'-6 1 1 1 4,o., I 1 1 1 1 M 4'-O" INSTALL + ''II IVP' 1 1 M 1 1 1 1 1 1 1 I I {^y ' ' ' DROP DOWN � � STAIRS LOCATION PER ' ' so Ono OWNER + 1 EX,STORAGE 1 1 1 1 N rt i Ln# ( ; I 1 � � EXISTING BEDROOM EXISTING BEDROOM EX. LIVING ROOM C EX. OFFICE (2)1-3/4X11-7/8 ML UPSET HEADER 11011 (2) 1-3/4X11-7/8 ML UPSET HEADER 1 1 (REMOVE EX.WALL (REMOVE EX WALL) 1 1 00 1 1 1 1 i 1 , t 1 i , 1 1 1 O 1 1 1 1 1 OF NFq, 1 1 DRAWN Y• , 1 o's MH --------- --------------------------------------- -- ----- 24! 0 =ft "_ -�' z January 03, 2013 2ND. FLOOR PLAN �° A 07 �C> ss► P`' SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 1ST. FLOOR PLAN, SHEET NO SCALE: 1/4" = 1'-0" A d � C: 00 Design Services www mcesignservices com phone: (631)298-2250 e-mail: michael@mchdesignservices.com — � I 010)Y. I -- - REAR ELEVATION f'LUrV!6ER CFRTIFiDATION 0 ON L90 CONTENT BEFORE ..._.. CERTIFICATE OF OCCUPANCY SOLDERS STD VINATER SUPPLY EXCEED 2/10 OF 1'% LEAD. ITYI 11 1 1 17- 1. MEW PLUMBING ALL,PLUFtf?I"!G It�41ASTE t w WATER#LINESi.NEED J �J r� 111111 1 H 1111 TESTING EcFO1�E COVERING !�1 F-� W -C� >4 " a r) z 1rJ�Pr;CT10 REQUIRED WOz v O APPROVED AS NOTED �i W V o7. 6 9 F ®Y L\ NI_. 11FY SU,f-DING DEPARTMENT At M 71--b-'802 t .AM TG 4 PM FOR THE RIGHTELEVATION I _)LL)V',ING INSPECTIONS' a 1 FOUNI)ATION-TWO REOUIIRED SCALE: 1/4" = 1'-0" 1 uR POURED CONCRETE ROUGH-FRAMING,PLUMBING, go-Now - F'RAPPING, ELECTRICAL&CAULKING 3. INSULATION �. 4. FINAL-CONSTRUCTION&ELECTRICAL - -__ MUST BE COMPLETE FOR C.O: ALL CONSTRUCTION SHALL ME-ET RHE Q REQUIREMENTS OF THE CODESIOFNEW YORK STATE. NOT RESPONSIBLE fOR DESIGN OR CONSTRUCTION ERROnS• CONIPUWITH ALL CODES OF NEW YORK STATE & TOWN CODES - AS REQUIRED _ OL THOLD TOWN ZBN SOU I i D T PLANNING BOARD SOOT D T USTEE: S.DEC _ — - - OCCUPANCY OR — = USE IS UNLAWFUL -� I WITHOUT CERTIFICATE 0 0 ' OF OCCUPANCY DRAWN BY: MH May 13, 2012 OF NF - -- _ -- w y SCALE: 1/4" = 1'-0" m vYGaf. w SHEET NO _ � 0 2 LEFT ELEVATION RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 SCALE: 1/4" = 1'-0" OF THE TOWN CODE ———————————--—--—--—————————-——————-—————-—————--——————— —------—------——--—----—-----------------—---—--------- U - H Design Services www.mchdesicinservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com EXISTING DECK EXISTING DECK BELOW A A ' - ' rn Ile 5'—O" 9'-5" 14'-511 MANUFACTURED -� -/ --- ---- --- —----—--------� ' (CURVED STAIRS ` I Or- DECK 1W2836-2 � DECK - (2) 2X10 DF#2 HEADER V RIF`(HEADER -' (REPLACE/RELOC DOOR MATCH ABOVE) _ (2) 1-3/4X11 '/8 ML iEADER ( 11N) (2) 2X10 ' 28'-10" `O i ' 14'-5" 14'-511 f -o (DECK ABOVE) EX. LN D RY. ROOM w _ I i t � M FWG120611-4 SAAS 4 /VERIFY BASEMENT Lu _ _ _ _ WALL BELOW (2)1-3/4X9-1/2 ML H ADER BUILT-IN - ~ — (3)1-3/4X11 //8 ML w/(3)1 "' STEEL PLATES UPSET BEAM ALT.:W8X34S -"- 00 `L BEAM U 'N 1 (VERIFY WITH OWNER) ---- S N \� � B `c) d- 1'-1011 1-10 1/2" 7'-1" B B ----- 1 ' - �- I o ° fT '� 0 o X zEX. KITCHEN P' = = O cl; xo , O o 0 0 57tN 11 T-71/;^ , u M iry 1 u M � nl t 12'-6/2 3-7/ 61-111 �, Sl-81/211 ry ! f - ^, t� -o" MASTER BATH EX. MUD ROOM I. 0 0 r VERIFY HEADER �ERIFY HEADE )-j-3/1X7-1/4I_ Fl LUS MH BEAM- _.-. _ - - (MIN.) (2) 2X1, (MIN.) (2) 2X1o� — ' �' ►-� ® 1 A u z'io" -------� J , 1 F� V EX. MASTER BEDROOM (ALTERED) EXISTING BATH ! EX. BATH W Q Z II I —� - G-1n u OI"1,/11 I '�—�'/2,1— c (J /2 �(1\ {�1 J{�� \I V oo EX. DINING ROOM a � cn 1 1 1 INSTALL1 1 1 : U P 1 1 w DROP DOWN ------------- ----------- - i� LOCSTAIRS ATION PER 1 1 1 1 E OWNER EX.STORAGE &! / 18 r 1 --- I _ � I EXISTING BEDROOM i; EX. LIVING ROOM EXISTING BEDROOM EX. OFFICE I I j pppy k 1 I O 11 ------ (2) 1-3/4X11-7/8 ML UPSET HEADER----- - (2)'1-3/4X11_7/8 ML UPSET HEADER- f ' �� ---------- (REMOVE EX.WALL) ------'--� - -----(REMOVE EX WALL) f , I I t 1 II 1 11 ' I 1 4 i 1 1 1 I x 3�,�-s" DRAWN BY: MH 1 ------------------------------ ---------- - - ----� _ 11A Ii 1 ��OF NES May 13,, 2012 2ND. FLOOR PLAN �P�S ,rpFERy� a3 - * °� �� SCALE: 1/4" = 1'-011 SCALE: 1/4" = 1 _011 �:: ,,, �: ` SHEET NO 1 ST. FLO� PLAN - °F SCALE: /4" - 1'-0" A A - (, ROOF AREA: BUILD UP 822 SQ FT EXISTING CHIMNEY 0 ? MC N AT 100% RUNOFF AT 2"RAIN PER HOUR: 138 CU. FT. Design Services 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE PROVIDE: (1) 8'dia., 4'deep DRYWELL www.mchdesianservices.com 2X10 DF#2 �� FkisT CAPACITY 169 CU. FT. DECK 12 phone: RR @16"oc �� ticRR (631)298-2250 19 e-mail: michael@mchdesignservices.com --- EXISTING Q .------------------------------------------- ------------------------------------------ - r--------------- B11 B I I I I 1 1 II - _____ JI II i �� O � 1 Ir-____j II I I I 1 I I l 2X10 DF#2 PR @ 16"0C I I I ' II II II ' I j1 I I I I I I i kiri � � 12 4"S B LO -+ 1 1 1 " 1-3/4X7-1/4 ML @16"OC EXISTING FJ EXISTING FJ EXISTING C 1 I I 5/4 DECKING ON ACQTAPERED SLEEPERS OVER EPM ROOFING,3/4" EXT.SHTG. (3)1-3/4X11-7/8 ML (PITCH AWAY FROM HOUSE TO GUTTER) w/(2)1/2"STEEL PLATES (2)1-3 4X1BEA ® ® UPSET BEAM ® ® ® ® ML UP ET BEAM i ' I it - I II Ii - -----II --------- -------------- ------,--- , I II I ` 11 , r ' I 1 1 - I 1 I ' ; I X00 11 II II , I I l 2X10 DF#2 RP,@ 16"OC I 11 , I 11 11 I , 1 it II 1 EXISTING EXISTING FJ EXISTING FJ EXISTING F 7410I O 74 7— / ^r I ll� j I I I � 1 ' I IL--- -----„-------- --- -- -- -- -- -- --� `- -- --- -- -- Ir - - -- -- - -- -- i ;- - -- -- -- , � _ ' I 1 - EXISTING BASEMENT - - - - - - r -- --- - - - 1 1 -- -- - -------, ; EXISTING , I , I II 11 1 1 II I , 11 II 1 II II II , I I A e• a1. s• e e A- A- a A e. a e a. a s e. a• - / I I I ' I II I u SECTION A-A 4” SCALE: 1/4" = V-0" 4" jo 1 I I I H I I I 1 1 I I I EXISTING i 1 1 I O it it ; � ii i v O V #10 STAINlE55 STEEL � I I II II OR GALVANIZE-D f/ / wooD SalEws w/ ® Q WASHERS 0 12"O.G II l 11 I I ( (I I ', 1 Ir D.C. Cn ML RIDGE I /'� I I it i 12" I II I it I 'a 2X6 COLLARTIE @48"OC In-APA RATED SHEATHING 1�O I GRADE PLYWOOD 11 I � (ALTERNATIVIVE:7/16"O.S.BJ I/2"APA RATIO SHEATHING J �� 2X4 GRADE PLYWOOD 1 ) (ILLTEitNATIVNE mB"o.SB.) HANGER ® DBL.2X8 DF#2 Q @16"OC DBL.2X8 DIF#2 Q @16t-OC #30 STAINLESS STEEL ! - ti — - -— EXIST., OR GALVANIIED (I 1 ,I \ I' WOOD 5CItEWS W/ 1 -,` WINDOWSILL WASTERS 12"O.r- 1 ® Q 24"OC 4" pQ ! ROOF PLAN 1 ! i , / n 1 n 3/4"SUBFLOOR i SCALE: 1 4 = 1 -0 jj' I � I � � — ru; 'I i I I' A , '; '--�'- 1-3/4X7-1/4 ML FJ @16"OC (3)11-7/8 ML w/ (2)1/2"STEEL �Ta UPSET BEAM 12"oC y - _ I i c � � � �j i III 00 _-''IlIjl .\\ 3"0 ROOF VENT 3/4APA PLYWODD SHEATHING \`. HiA\ G�cl_. 1 1 ! 1 \� IILi I I - - - - I-A� ) % 11/4 11/4 1114 1114 11/2 EXISTING F) EXISTING F < LAV. LAV. W.C. DRAWN BY. MH SHO ER SHO ER lF q 2X4 STUDS ! (' i I ; I i II,I 1 EXISTING OR ATH OR ATH F N (I, May 13 2012 O E (I ' CRAWLSPACE 3 DE �Op y i ;rlo STAINLESS STEEL 2 2 1 C.O. * }r OODS EWSW/ EXISTING FOUNDATION 3 SCALE: 1 4 = 1 -0 WASHERS @ lY O.C. 1 114 1 1/4 �:.. r— s, 11 I' 11 C) W / 74 MULTIPLE PLYWOOD ASSEMBLIES "Y C� Q 2-2X4 DFt2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVIN/ZED BOLTS W/WASHERS .O 7 Z AND NUTS 02b"O.C. 4 a a4"C.j R°F'Es n\A SHEET NO a . e. n n HOUSEv �r0 APROVED milli Aq WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SLOPE" 1/4"PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM AS PER TABLE 1609.1.4, N.Y.S. RES. (CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) SECTION B-B.WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" PLUMBING SCHEMATIC AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO SCALE: 1/411 = 11'01' 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.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. N.T.S. ALL PANELS MUST BE CUT TO SIZE AND READY T(0 USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, M C H KING STUDS \ Design Services RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE veww.mchdesignservices.com ° n RIDGE phone: U HEADER LEDGER BATHTUB (631)298-2250 DOUBLE JOIST e-mail: michael@mchdesignservices.com SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 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 NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THIE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OG WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED RAFTERSMAINTAIN SILL PLATE(S) WALL SHEATHING VENTILATION WOOD JOIST ' SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-- MAINTAIN GAP FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER FLOOR JOIST DEPTH USP NUMBER; DESCRIPTION APPLICATION 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 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS '� SHALL BE COVERED WITH CORROSION- CONTISCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. SOFFITED EAVE 0 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR �+•� CONNECT TO GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR ON ALL OPENINGS EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / 1' 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 21-118"x 20ga.TYDOWN ANCHOR ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL �.,y, � ' OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES u.,,j W BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING r V w SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Z Z SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST a Av TOP PLATE GIRDER/HEADER ^ z SIDEWALL ALL FLASHING VJ 1ST. WOOD JOIST O Z FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @49"OC W AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, 51DEWALL6, WALL STUD ZV O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES 50 RAFTERS � W U INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 0-1 w 4"-8" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTUREDV) a ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2' ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. t--.Cn IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8"- 16" MSTA481 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER CONFORM ROOF TO SLOPE TO ALLOW FOR SHRINKAGE. $ REDUCE BUMP OUTS a ON ALL OPENINGS PLATES TO EACH STUDI OF C) DBL. SILL PLATE so-Now TERMITE SHIELD �'— SUBFLOOR SILL GASKET WOOD JOISTS NEOPRENE TYP. CONC. FOUNDATION n CONC. SLAB GASKET '" �` r r 2x6 /2x8 CONTINUOUS WOOD PLATE= 6 MIL. POLY �, BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR v GRANULAR FILL ° , ,, �`� i 1/2 " DIA. BOLTS 48" o.c, STAG-:. 6MIL POLY ON EXTERIOR , STEEL COLUMN V114 D D ° ROOF JACK �� n n STEEL BEAM D CONC.SLAB n COMPACT FILL \ 4" x 1/4" x 8" STEEL � V ROOFING LAPS ` TOP AND BOTTOM PLATE ' n D � FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING CONC. FTG. p Q'p G o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT o ^ ^ : v ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) REINFORCING BAR FOUNDATION 5/8" DIA.ANCHOR BOLT i ( I 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS _ - i r C 10 KIPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"42"CONC. FTG. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL SLAB-ON-GRADE I r---SUBFLOOR CONC. SLAB � DOOR FRAME 6X6 10/10 WWM , JOIST DOOR USE 2X8 E (�--—' COMPACT FILL — � I FOR BLOCKOUT STEEL BEAM DRAWN BY: MH 4" SL.,45 v I = SLOPE P.T. PLATE - - -----_ .` W/ 6X6 WMM �� 4 DRIVEWAY-•�. NOTCH JOIST AND ADJUST HEIGHT May 13, 2812 1/2"AIR /ACE < 1 ° ° I�q (WITH A NAILING PLATE IF NEEDED) Nf bV ' ^ AT END AND d' ' ° A ° °a v " C.p �. DE O DES OF WOOD -�� � ° ° _ ° TO BE APROX. 1/2 OR HIGHER THAN S f,R ,p �'o D u' ° D a P •e STEEL BEAM TO ALLOW FOR SHRINKAGE * �� * SCALE: 1/4" = 1 -011 GRADE -«-- - ------ BEAMS ( ROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ° 6X6 W.W.M. D ° < ° ° o ° w::_ w 12" ,c =D c a r ° 4 Q o ° , SUBFL00 Z ii w ° n L!,, `a /�`/ ° ��``� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ° ° P I �� N f,,,, _°► z MIN. 10�° ° REINFORCING BAR - o NOTCH EQUALS 1/4 DEPTH OF BEAM r ° D a °,, , ° i l—I I GIST F0 0 07'. c��� D i REINFORCING BAR ° _ ° SHEET N O DRAIN TILE sl�a--� ° # a t• n - ° ° 12" •° ° ° SHEET METAL/30 FELT UNDER BEAM AT POINT o OF CONTACT WITH CONCRETE OR CONC. BLOCK _ r , STEEL BEAM ° ° 311 SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET M C H Design Services WIND FRAMING NOTES NAILING SCHEDULE l PLAN CONTENTS: www.mchdesignservices.com (SENE"M""* AL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING,: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL phone: 1-1/4"x 20 gauge strap shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL (631)298-2250 g g p p JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING e-mail: 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 BUILDING HEIGHT michael@mchdesignservices.com TOP PLATE 10'WALL:4-8d COMMON RAFTER 1;).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION CEILING JOIST 8'WALL::3-8d COMMON EACH 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 TO TOP PLATE 10'WALL:48d COMMON JOIST 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wait top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 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 IAP NAIL CURRENT 615C NIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 FRAMING 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: 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS q0 T'hese 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 TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 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 2-81d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 .WALL ASSEMBLY TO FOUNDATION: 2- 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL 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 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 40 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 QN SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY 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 2.-16d COMMON PER FACE NAIL 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 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. comers. 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 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE oar exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2. 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field, and FIRE PROTECTION Sym.. 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 4 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 DESIGNN/A - STANDARD STICK FRAME CONSTRUCTION &).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3. 16d COMMON PER 2x6 STUD NAIL ENERG=Y CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: o FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans, elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD dletermine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD ) FLOOR FRAMING. LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) Z!).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 NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 20 LBS. 110 B SEVERE 3 FT. 11 NONE 31). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE ry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or mason walls occurin in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 04 41).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE t . , be installed with#4 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. p TO JOIST END NAIL SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD r 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: BLOCKING TO: EACH TOE SEE NOTES: 1 (BOTH FIELDS) V to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and :3- 16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. W 6i"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 NOTE:2 FOR PANEL FIELD Z Z 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 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM ;3- 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES W DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 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. V 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 rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. ;3-16d COMMON Z H g P P 9• g g TO JOIST 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, &). 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:SILL OR TOP PLATE ;2- 16d COMMON FOOT SEE NOTE: 1 PER TOENAIL the 4 foot perimeter edge zone attachments required shall be used. Z O Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. V O FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHE THIING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. W V 11).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 QI w Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For < Ln a AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. [� 2). Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Z � t^7 � Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. a CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES M 31). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL. NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ® 14 otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts QTY.. SPACINGSEE NOTES: 1 3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ' where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4i). Unless otherwise noted , all bearing wall headers to be(2)2x10#2+ BTR.Doug. Fir. 5d COOLERS Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0. FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE: 3 ( )1 ( ) g 6). Concrete piers shall be a minimum 6"above grade. openings. LVL headers to have(3)jack studs and (2)full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). and blocking where applicable. JOINT DESCRIPTION NAIL NAIL QTY_ SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5 .All flush beams/headers to be installed with heavy du alvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall vy ty g 9 PANELS 8d COMhu10N WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMNNON 3"O.C. EDGE 6i). 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 6" O.C. FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with,� G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOL.ERS 7 O.C. EDGE 2).Verify septic system with the Engineer for Suffolk County Health Department approval. on plans. WALLBOARD 10"O.C. FIELD 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the 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 1"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 63E 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 2). HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. equipment supplier. 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel eidge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 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 I). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor too have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shalt be doubled,or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 112).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 constructed using parallel rows of studs or staggered studs. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected DRAWN BY: MH 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, ili d ceilings ancove ceilings.113).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 May 13, 2012 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 tap and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Code. O, NEw, C-D DF�R O/"0 SCALE: 1/4" + V_011 4). At openings around vents, pipes and ducts at ceiling and floor level,to resist the free passage of s� flame and products of combustion. a C7 1;,, LU 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. N�, � ��<�,...; ,�r► z SHEET NO OA o �pFEs �.-