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HomeMy WebLinkAbout41219-Z S�FfOI,�C�G Town of Southold 1/12/2018 yam_ P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39449 Date: 1/12/2018 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 860 Diedricks Rd, Orient SCTM#: 473889 Sec/Block/Lot: 18.-3-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/6/2016 pursuant to which Building Permit No. 41219 dated 12/12/2016 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: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH WITH SECOND FLOOR DECK ABOVE AND REAR LANDING TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Concannon,Justin&Tobin,Roric of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41219 12-21-2017 PLUMBERS CERTIFICATION DATED 1-10-2018 At A PNd Piecu Mutho ignature ,.a�gUffO�,y�0 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY o. ?rol- ya 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#: 41219 Date: 12/12/2016 Permission is hereby granted to: ` Concannon, Justin 320 E 58th St Apt 14F New York, NY 10022 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 860 Diedricks Rd, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-29 Pursuant to application dated 12/6/2016 and approved by the Building Inspector. To expire on 6/13/2018. Fees: SINGLE FAMILY DWELLING-ADD TERATION $1,670.40 O -ADDITION TO D $50.00 otal: $ ,720.40 Building Insector 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 Iines,'streets, and unusual natural or topographic features.' 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations-to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 ; 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: X Old or Pre-existing Building: (check one) Location of Property: d `' `'�(/ �iG�I P/k"t House No. Street Hamlet Owner or Owners of Property: V1 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary yCCertificate Final Certificate: X (check one) Fee Submitted: $ IJV Applicant Signa e ®F soUr�®l 0 Town Hall Annex J* Telephone(631)765-1802 54375 Main Road G Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 �® roger.richert(a�town.southold.ny.us C®�Ib 1 09� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Concannon Address: 860 Diedricks Road city,Orient st: New York zip: 11957 Building Permit* 41219 Section: 18 Block: 3 Lot. 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 46 Ceiling Fixtures g HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 17 Wall Fixtures 18 Smoke Detectors 5 Main Panel 2-150 A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-DW Dryer Recpt 2-30A Emergency Fixture Time Clocks Disconnect 2-150 Switches 6g Twist Lock Exit Fixtures TVSS Other Equipment: 20A- Cook Top, 50A Wall Oven, 5- Paddle Fans, 5- Bath Fans, 1- Well Pump, 4- Combination Smoke/CO Detectors, 13 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: December 21, 2017 0-Cert Electrical Compliance Form.xls D ` D JAN 1 2 2018 Town Hall Amex 54375 Main Road F_ax(6-3!171"-95,02 P_O.Box 1179 Southold,New'York 11971-0959 BUILDING 1DEPARTAIIEN7C - TOWN OF SOUMOLD - -CERTIFICATION Date: Building Permit No. L112 /q - (Please print) Plumber: 8 ra C1 A-e t uc% (Please print) I certify that:the solder used inthewater supply system contain';less than 2/10 of 10/ lead. �h Sworn to before me this�p� day of a�ILA20_ _ TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,i0j?, Notary Public,� Ffd Eounty OF SOplyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ALECTRICAIL (FINAL); REMARKS: Nqfialwx P,(!)\/ `o V DATE ,364 INSPECTOR l I SOF s0 COUHi'l,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECTION [ ] FOUNDATION 1ST [ %J/ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: m W f r -Irvlvw i m n K, pluvwWk DATE y� INSPECTOR �l1YI°� oF so�lyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] rARE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC ICAL (FINAL) REMARKS: IA— svkort 0 �l ro DATE D INSPECTORy 0 OF SOplyolo I �'YOOUNT`1,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION.1ST [ ] -ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR`S( SOF so h0� Olo cOUNI'10 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-21SID [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:All F r '3 �(i t S � • DATE to INSPECTOR FIELD INSPECTION,P.:EPORT DATE COMMENTS FOUNDATION(1ST) DV-x vv a'K •t/Iilfl✓ P �-' oK ------------------------------------- 0 o FOUNDATION(2ND) z yt Irk4p ° vyNnit#v OKI ImOVAJ OKV(PAW tO ROUGH FRAMING& �� O� H ` PLUMBING 1 L n v 1✓ {S 'Vivo- Q INSULATION PER N.Y. ' STATE-ENERGY CODE i le let • , j1 3 FINAL PMA ADDITIO COMMENTS z R- 2-1 s Jp � l o d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDIING DEPARTMENT Do you have or need the following,before applying? TON,Y'N 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. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: 06kApproved 20 Mail to: V1 Q/l/ Disapproved a/c Phone: Expiration l / 20 D LS a pe or P CATION FOR BUILD G PERMIT DEC - 5 2016 Date INSTRUCTIONS MWIN a. Thistd ke letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plaWol 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) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ' 0 k2)Vq— Go,"L G a,VL-rL 6 n (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: &) 0 Le,to-c On "tt House Number Street Hamlet County Tax Map No. 1000 Section ) SS Block 3 Lot C9 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and int ded use and occupancy of proposed construction: a. Existing use and occupancy 5 i hog 1e Ako-c-e- b. Intended use and occupancy GaAs e V_ 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost UTV 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. r 7. Dimensions of existing structures, if any: Front � Rear Depth -J Height C b I } / - Number of Stories I Dimensions of same structure with alterations or additions: Front Rear (o Depth Height o'- 3 Number of Stories o`? r 8. Dimensions of entire new construction: Front ��P Rear Depth Height U Number of Stories r1, 1 Depth `�`� 7`fi 9. Size of lot:"Front Rear o�J' © 10. Date of Purchase V-O I (y Name of Former Owner 11. Zone or use district in which premises are situated I`-p0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_C 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO� 14.Names of Owner of premises�6(;�0-6n6 uL"ri Address Phone No. Name of Architect gld'tr xa-,� Address Phone No Name of Contractor '1- G-D . 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 MAYBE 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 being duly sworn, deposes and says that(s)he is the applicant (Name of individual si ning con act)above named, (S)He is the b C S 1 (Contractor,Agent, &orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. morn to before me kis _day of ec�M� 20I,p E®NNIE D.BUNCH Notary Public,State of New York C No.01 BU6185050 Notary Public , hied in Suffolk Commission Expires April 14,2�a17 Sign tore o Applicant Scott A. Russell ,��°su 'r� STO>]EZ.I��I WA\T]EIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 g Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET 1 UEC 0 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT SOLVE ANY ,OF THE FOLLOWING Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑( B. Excavation or filling involving more than 200 cubic yards of material ( within any parcel or any contiguous area. ❑[�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑`TL E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal_includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, (Date & County Tax Map Number! Chapter 236 does not apply to your project. if you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 gate- G Dstrlct n _ ! NAME• GA t.' Ju,' d/ Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information. q Reviewed By: Y — — — — — — — —Date_ Property Address/Location of Construction Work: — ` — — — — — y � ( 1 � L bL 2 Approved for processing Building Permit. j Stormwater Management Control Plan Not Required. ElStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 7 APPLICANT. �. 3 S.C.T.M. 1000 (Property Owner,Design Professional,Agent,Contractor,Other) 3 a d°�`' y Stormwater Management Control Plan CHECK LIST NAMG: �Qt Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. pimwPnm 15atee >k The applicant must provide a Complete Explanation and/or Reason for not providing j �i 91- q all information that has been Required by the following Checklist! agnawmI Vm um n 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. =R - c. Existing-Natural& Man Made Features within 500 L.F. FROSION &SEDIMENT CONTROLS of the Site Boundary as required by§236-1702). limited to: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site (Minimum z intervals) Wife Backed Silt Feneing' Mi,== g. Location of all existing& proposed structures, roads, Seeding of exp osed andlui inactive soils. driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& 00 proposed structures. I. Location of proposed Swimming Pool and discharge ring, J. Location of proposed Soil Stockpile Area(s). Contact nglneering a - before k. Location of proposed Construction Entrance/Staging Area(s). u Backfill, OR Provide Engineer's Certification 1. Location of proposed concrete washout area(s). =1E that the drainage has been installed to Code. M. Location of all proposed erosion&sediment control measures. 2. Stoi mwater Management Conti of Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate APPROVAL OF STORMIAt on-site the run-off from all impervious surfaces generated by a two(21 inch CONTROLPLAN - rainfall/storm event. 17 ap er D 3. Details&Sectional Drawings for stormwater practices are required for appioval DateApproved•�—" Items requiring details shall include but not be limited to: -D-201 S a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) • d. Leaching Structures (e. .infiltration basins,swales,etc.) ®LD **** FOR ENGINEER[ EPA USE ONLY* Additional Information is Required. Reviewed& El Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - - - - - - - Stormwater Management Control Plan is Complete. Date: �L /z /b ! ® SMCP has been approved by the Engineering Department. FORM # SWCP eck List -TOS MAY 2014 Sqf�OL��oG Town Hall Annex ��. ¢ Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS.'i YPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTIRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner:. I D 1 n — .(f- c)n Eckyt n- y—j. Location of Property: �� l �2-i 1 S (� 1114i On P/J�,t Please take notice that the (check applicable line): New residential structure . .r Addition to existing residential structure Rehabilitation to an.existing residential structure to be constructed ar performed at the tubject prooerty•reference above will atilize (check applicable line): Truss type constriction(TT) Pre-engineered woad construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including;glyders and beams (F) _ Roof framing (R)* Floor and roof framing (FR) Signature: G / Dame (person submitting this form): aVl/l(.it/I _)uu y&i, Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 ,i pF S01 fl�/�y® To``fn Hall Annex J�[ Telephone(631)765-1802 54375 Main Road cn (6311 76 �5�2, I P.O.Box 1179 G roQer.richert(a town 1)76 o as nv us j Southold,NY 11971-0959 �l � �O 1 BU)LDING DEPARIM NT TOWN OF SOUTHOLD i APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � Date: Company Name: ® ' . Name: License No.: ® 4= Address: ®0 G cr_rl TN. ?.t(-. 1500 -d d �- Phone No.: Ce3i 7& 1 JOBSITE INFORMATION: (*Indicates required information) Name: C.. ©�1C IA N D N 6 b l to ' *Address: ��C� 1 e�( r�lcs l_►�N�, ©6Z���,Z- wy *Cross Street: *Phone No.: Permit No.: �- Tax-Map District: - 1000 Section: ! - Block:_3 Lot: _ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) i Seku1.Lc V ►a L 1 . (Please Circle All That Apply) Is job ready for inspection: YE / NO Rough In Final *Do-you need a Temp Certificate: YES! NO Temp Information(If needed) *Service Size: 1 P se 3Phase 10.0 150 200 30 350 400 Other ,fig *New Service: Re-connect Unde rou Number of Meters i Overhead U'J Additional Information: PAYMENT DUE WITH APPLICATION C 82-Request for Inspection Form �� f z - ZTi itr a e � - D xcr N^ D- �G3 1 T • R �- • `� mus. I.1 g W. .. e 1 CD `. rpC Y w D DC�DG�� D SEP 2 S 2017 LTJT- DEPT. TOWN OF SOL7HOLD � - T _ _ 1 1� SUFFOLK CO. HEALTH DOR TV Fi;ROVAL Co-f-I PT_Is f QHAMAN QF "t Vv STATEMENT OF INTENT ,7, N THE WATER SUPPLY AND SEWAGE DtSPdSAL' -SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE ST-ANDARDS OF THE Y, SUFFOLK CO. DEPT. OF HEALTH SERVICES.- (S) APPLICANT SUFFOLK COUNTY DEPT. OF KEALTH SERVICES — FOR APPROVAL OF' CONSTRUCTION ONLY DATE: H.S. REF. NO.. 14-50-33 S,MONU,MENTry ZAPPROVED: W 0 , Z7 SfJFFOLK CO. TAX MAP DESllaNATiqN: DIST. SECT. BLOCK PCL_ x < lcoo ia 29 0Q? OWNERS ADDRESS: --to pool) -y- IN DEED: 1_156b TEST HOLE STAMP 16.y _z -— — QF .5 ODWA? it :57 Ivo*-ro LOAM atiamram bxftabd bomem&Wpm cv only tome pwsm forwhom ft slmw: tothe No Corioanq.govamjnsnt9 agancy AM fold;g jns9vknv A hewn-W J? B1 455 4 To FIR5T AKEIZICAN TME --- RL=D 5A\4MG5 5ANV__ A-5 150 Ef-A RCMRICK VAN TUYL,P.C. TE' _KA PED JU-Ly 24, AEK TC) MEAN -5eA, LF_VF_i_. ll -`21984. et,evx to,.,is LMMENSED LAND SURVEYO,PS GREEMPORT NEWYPRK., TEMYM FM _NM477 S39'34'10"E 230.13' N W V W O O 1P N z Z N (EL.27.07) IF ROOF GUTTER HOU5E LEADER SITE PLAN EXTENSION SCALE: 6" = P-O" SCTM: 1000-18-3-29 Information taken from original survey GRADE GreeGreenport, York; datedarecl by Rocierick Van yFebruary 9, 1984 PROPERTY DATA: CulO Current Use: S11e family Residence ®®®®LEA I= 171 L�I�I�IJP ,�\\. . I . 1 ®®�®® Existing Lot Area: 103,158 sq.ft. ®®M�D I O-O MIN Existing House w/Garage: 1967 sci.ft. Areas beingg removed: I G5 scl.ft. PRECAST oNCRETE Proposed Addition: 437 sci.ft LEACH, G RING- Total Area: 2239 s ft. ®8'-0"0 DEPTH CALCULATED TYPICAL LEADER ELEVATION/SECTION a' ®®® Not to 5cale TOTAL LOT COVERAGE: 2. 1 G% ®� ® RUNOFF NOTE: Area of Construction Includes: (EL.25.0) Gutters continuously around; New Second floor on existing footprint CLEAN SAND GRAVEL Leader locations as per New Rear Addition installer-all leaders drain to G"0 PVC pipe to new drywells. Remove existing front porch �build new Extent of excavated area: 5 18 sq.ft. RUNOFF CALCULATIONS: Extent of Land Disturbance: 2420 x.1 G7 x 7.5 = 303 1 gallons of runoff 9,000 ft.+/- @ (1) I'-O`x&-0'0 capacity= 300 gallons Including structure, excavating, drywells, etc. 3031/300 = 10.1 Runoff Containment Requires: *TO BE CONTAINED FULLY BEHIND (3)4'-O"deep x 8'-0"0 rings SILT FENCING (provides 3600 total capacity) f LU EL O TEST HOLE DATA > z w GRADE U Z TOP501 L p LOAM — Z -3'-O" [� O LU z SAND GRAVEL 4 LOAM -13-0" SAND# GRAVEL 14'-0" a (EL 24) __v--r--a--r--r--r--r--r--+--r--r--r-r--•�--r--r--r--r--+--+--r--r--r—+--+--r--r--r--.�--r--r--r--r--r--+--+--r! - - i EXISTING WELL r-- .SOIL STOCKPILE DURING �- :•:EXCAVATION t FOUNDATION DRYWELL 2 % : :CONSTRUCTION. TO BE \ i : :REDISTRIBUTED AROUND HOUSE % UPON APPROVAL TO BACKFILL ( \ �\. . . . . . . . . . . . . . . . . . . . . . . � �' - - - -:-:-:-.-.: DRYWELL3 25'-0 (j i PROPOSED ADDITION v . • ENTRY DECK IL—............................... ------ I r ! ' m ; 1 EXISTING HOUSE- ° 4 ! PROPOSED 2nd FLOOR m a . CONSTRUCTION i EXISTING GARAGE- ! ! m a a a "STAGING AREA" i PROPOSED 2nd FLK (EL.z7.o) A CONCRETE WASHO T ! TEMPORARY CONSTRUCTION s d , PARKING TO BE R.C.A. FILL ------------—------------ G" ABOVE EXISTING GRADE. a WILL BE REMOVED *SEEDED i a a a o e ------'—'--p--------------'—'—'-- EAS TO BE A a 1 REMOVED UPON COMPLETION OF a a ROUGH CONSTRUCTIONII A i ° $ DRYWELL I PROF�OSED PORCH 1 13'-G 1/2"-- A i A i A EXISTING GRAV 30 MINIMUM 2 X 2 �� DRIVEWAYTO —\ — I OUTLINE OF BUILDING EMAIN APPROX. LOCATION OFA --- i —1=NVELOPI^— FENCE POST i L (EL 25.0) 000, EXISTING SCHS APPROVED = SEPTIC FIELD; INSTALLED j 1954 4: INSPECTED 201 G o WOVEN WIRE FENCE ; 1�a--c--�--.--.- .--.--.--.--.- .--.--.--.--.--.--.--.--.--.--.--.--.--.-- --.--.-- -.--. -.--.--.--.--.--.� APPROX.TEST (G X G - 10 / 1 O WWF) i HOLE LocarloN SILT FENCE SITE PROTECTION; v TO BE INSTALLED PRIOR TO 0 3 z ; THE START OF CONSTRUCTION- 0 FILTER CLOTH + ! CONTINUOUS AROUND STRUCTURE 0 LOCATION SLOPE _ EMBED FILTER CLOTH G�RA`D` - -- - - MIN. G" INTO GROUND CONSTRUCTION TRUCKS, z EQUIPMENT, TOOLS, ETC. 41I ENTRANCE PROPERTY HERE EXISTING GRAVEL �0 DRIVEWAY ENTRANCES NOTE: TO REMAIN MAXIMUM DRAINAGE AREA (EL.22.2) 112 ACRE / 100 LINEAR FEET SECTION DETAIL 251-011 RIGHT OF WAY - DEIDRICK'S ROAD S1LT FENCE DETAILS - NTS _ _ _ __._.._.__.._.._..._-_.._.__..._.__._-__.._.__-_.____.-_._ _._..._..._..._..._.__.._-._..._.__.._..._.____..._._..._..._..._..._..._..._.__..._.__.._.__..._.__..._.__..._.__._.__..._.__..._.__...__._..._-__.._ _ _ _._.._..._-__.-._.__..._._.._.__..._..._.._ _._..._..._... _..._.._..._.-._..._-__.-._.__..._.__..___.._._.-_ N4103 I 0011 230.0 18'-0" MAX. C. to C. U GRADE Ow Q z_ w w j w � �0 = MIN. o� vo PERSPECTIVE VIEW UNAUTHORIZED AL TERA TION OR ADD/TION TO TH/S DRA W/NG AND RELATED DOCUMENTS/S A VIOLA TION OF SEC. 7209 OF THEN.Y.S.EDUCA TION LA W PAGE: YERMq� SHERMAN ENGINEERING Justin Concannon it Roric Tobin NANCY DWYER DESIGN CONSULTING, INC. ® ADDITION &GO Deidrlcks Lane 5 Snuthold, NewYork G31-785-8905 SE' CZ` CONSULTING P.C. ALTERATIONS Orient, NY DWG: STORM WATER A�N , 7ST.AAUGUSTINE FL080GNOLIA DUNE 8 1000-18-3-29 631.831.3872 SCALE: AS NOTED DATE: 1 1 .30.201 G BY: NANCY DWYER C LU 0 GENERAL NOTES: ~ ►`ll- C C FRAMING NOTES: WINDOW t- DOOR SCHEDULE • The information on this set of construction documents is to relate basic design intent and framing details. They are intended as a construction aid, not as a substitute for enerall accepted ood buildin practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at I G"on center CLEAR GLASS EFFECTIVE PRESSURE DESIGN 9 Y F 9 9 F p MODEL NO. WINDOW TYPE DP RATING QUANTITY SPECIAL NOTES current New York State building codes. The general contractor 15 responsible for OPENING AREA WIND AREA ZONE PRESSURE C7 providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry 15 to be pressure treated. 'ACQ'designation Z LU finished,structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA' TW2G4 10 TILTWASH 5.81 10.5 20 5 24.7 -32.4 30/50" I G (3)DP UPGRADE @CORNER WINDOWS >1Q � TEMPERED WHERE INDICATED O Q • General contractor to coordinate all subcontractors,scheduling of work and • TW2 104 10 TILTWA5H 5.8 1 1 0.5 20 5 24.7 -32.4 30/50, 4 (2)DP UPGRADE @ CORNER WINDOWS � O Q All TJI's are to be installed in accordance with the manufacturer's specifications and shall include interaction between trades. squash blocking web stiffeners at bearing points on girders and other load bearmg areas TW243C TII_TWA5H 5.71 18.0 20 4 25.9 -28.1 30 4 • The contractor is responsible for ensuring that all work and construction meets TW24310 TILTWASH 1.1 3.9 .0 4 25.9 -28.1 30 1 TEMPERED or exceeds current federal, state and local codes,ordinances and regulations, etc. • Structural Steel ASTM A3G - FY= 3G KSI TW28C2 TILTWASH 4.9 5.2 O 4 25.9 -28.1 30 4 TEMPERED; FACTORY MU-LED These codes are to be considered as part of the specifications for this buildmg plan. DHP5GG2 PCTUKE I.G 2.7 O 4 25.9 -28.1 50 2 O • All straps, connectors, plates, bolts, nails,etc. are to be galvanized. Designated connectors,straps, O • If in the course of construction, a condition exists which disagrees with that as etc. on these drawings are my by Simpson unless otherwise indicated. All connectors,straps, etc. are to be Indicated on these drawings,the contractor shall stop work and notify the designerWalled/bolted in accordance with the manufacturer's specifications. FWGG061 I FRENCH WD.GLIDER 1 5.3 1 24.80 50 4 23.2 -25.4 40 1 +� the engineer Immediately. Should he fall to follow this procedure and continue work, FWH27G 1 I GLIDER t TRANSOM 1 2:04 1 9.3G 20 4 24.7 -32.4 40 1 he shall assume all responsibility and liability arising therefrom. All floor sheathing is to be 4"AC type plywood,tongue groove and shall be glued and screwed to O CV • Dimen51on5 take precedent over scale - DO NOT SCALE DRAWINGS. the floor joists (G"O.G. edges B 12"o.c. field) ALL WINDOWS TO BE ANDERSEN,-00 SERIES,UNLESS OTHERWISE SPECIFIED Q eh WINDOW'S TO BE WHITE EXTERIOR,WHITE INTERIOR,CLASSIC SERIES LOCKS t HARDWARE IN WHITE FINISH AND=ULL EXTERIOR SCREENS O Z r0 • The designer has not been engaged for construction supervision and assumes no • 501161 blocking 15 to be installed every 8'-0" max. or mid span of all floor joists with spans exceeding 51MULATED DIVIDED LIGHT REMOVABLE INTERIOR GRILLES,APPLIED EXTERIOR,7/8"WIDTI-,AS SHOWN ON ELEVATIONS C) u i responsibility for construction coordinating with these plans, nor responsibility for 8'-0". Blocking is to be Installed at all point load bearing points. a, O O O construction means,methods,techniques, sequences or proceedures or for 5aftey U L O precautions and programs In connection with the work indicated. There are no • Install double joists under all partitions running parallel CAI CULATIONS FORWINDOWS BA5FD UPON EXPOSURE B CO O _ warranties for a specific use expressed or implied in the use of these plans. COEFFICIENT 1.O'WITH 120 mph BASIC''HIND SPEED. AS PER • Contractor to provide hardwired smoke detectors,with battery back up, and with • All exterior wall headers to be 2- LVL's as Indicated on floor plans 4 sections and all Interior TABLE R 301.2(2)NEW YORK STATE BU LDING CODE. no mtervening switches,on all floors and In each bedroom.Verify with local code headers are to be 2-2"x 8"unless otherwise noted. All headers exceeding 5'-0"shall have a double requirements as per Section R3 17 New York State Residential Construciton Code, jack stud with a single king stud *on exterior walls provide double sill plate (typical). WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS Install carbon monoxide detectors as per code. WITH MAXIMUM OF 8'-O'SPAN. FASTENERS FCR SPANS UP TO 0-0"SHALL BE 2 1/2-#5 WOOD SCREWS AT I C"O/C,FASTENERS z • Provide msulation baffles at eave vents between rafters and soffit vents as indicated FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"-#5 AT 12"O/C. TABLE 30 1.2.1.2 z O FOUNDATION NOTES: on plans ALL LNITS MUST MEET CR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MJST MEET OR EXCEED • General contractor to review plans,elevations and details to determine • Exterior flashmg 15 to be adequately mstalled at all connections between roofs, walls, 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR Q L� intended heights of finished floor above typical grade, chimneys, projections and penetrations as required by approved constrction practices. GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW'YORK STATE RESIDENTIAL CONSTRUCTION CODE. Q W REFER TO SEC-ION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. Q Q • Existing foundation to be pinned and solid concrete filled with fasteners as shown FLOOR PLAN NOTES: in budding sections. • Dimensions shall take precedent over scale drawings, DO NOT 5CALE DRAWINGS • Footings shall bear on undisturbed 5011 within bearmg capacity of 1.5 tons/sq.ft. • All Interior walls to be covered with z"6Jy5pu5m board with metal corner relnforcinaj. All 4"0 ROOF VENT • Concrete shall be FC= 3,500 P51 @ 28 days drywall products, including gypsum board,screw,Joint compound, tapes #trim shall be U.S. RODE LJ • Concrete on 4"sand or gravel fill minimum, with GxG- 10/10 welded wire mesh Gypsum Co. or approved equal. All j0int5 shall recleve 3 coats of Joint treatment. Sand final reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and barrier. Welded wire mesh 15 to be placed in the top third of the slab and is to be spackled, 3 coats, ready for paint. 4 rI� adequately supported by precast concrete bar supports to assure that the reinforcement J 15 held in position during concrete placement and finishing. • Interior paint to be Benjamin Moore, walls "antique white"and ceilings white, unless N otherwise decided by homeowner. All interior trim t mouldings to be high gloss white. W U • Isolation joints are to be installed between the slab and the walls. Use preformed ATTIC _ W a joint filler that is to be cut 112" below the slab surface and the resulting joint is to be filled • Insulation ratings and Installation locations as indicated on floor plans t sections r W with an elastomericjoint sealant. �� Z �J o • Interior doors to be solid core wood;style to be determined. i-- • General contractor to m5tall cop-r-tex(or copper)sheet metal termite 5he1Id5 u • All bath 4 kitchen area walls and ceilmgs adjacent to wet areas to have water resistant BATT-I 3 _ LAUNDRY I BAT 4 I N r between all wood surfaces that are exposed to concrete or masonry surfaces. ��� w� drywall,and provide wonderboard for all areas Set to recleve tile. WCO• Dampproof exterior of foundation wall with a bitumnous coating; Foundation Kitchen have granie counertops with ceramic he backsplash; all baths to have is not to be backfilled prior to the nstallation of the floor framing• • t I/2 l I/2 I I/4 I I/4 I I I/2 11 1/4 41 114 I I/2 OZ aH white ceramic the as selected by homeowner. 1 1/4 PLUMBING * HVAC NOTES: o j o I o 10 U I W.M W 08 • All plumbing work shall be done by a duly licensed plumber and must conform and adhere Srjc WER 'x to all New York State building codes t saftey requirements. ED U) SECOND FLOOR IL • If wall plates or joists are cut during the installation of plumbing fixtures or equipment 2 contractor must provide appropriate bracing to tie framing back together. I 1/4 1 1/4 3 4>3 1 1/4 1 1/4 2 C.OI ta �4 �� • Baseboard heating is to be hot water and zoned. Plumbing contractor is to 4 C/) 44 adequately size the system and place the baseboards in an unobstructive location in each room required to recleve heat. Minimum of one thermostat for each zone will be required. • Plumbing fixtures to be Kohler brand or approved equal;color to be white,styles as _ selected by homeowner. LAUNDRY KITCHEN BATH I BATH 2 _ • Mechanical Subcontractor 15 re5p0n51ble for adhering to all applic saftely requirements. able cod1 1!4 es and -_ 1r I I AI � 1/4 1 1)4 `�1 1/2 I1 1/4 T1 1/2 I 1 4 z • HVAC Subcontractor to fully coordinate system data #requirements with the LAV LAV BINK equipment supplier and to provide final system layout drawing and Submit it to general contractor, W.M, D.W. owner and equipment Supplier for final review t approval. I SHOWER 0 ELECTRICAL NOTES: z U FIRST FLOOR � n 2 U m • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include COI 2 1 1/4 3 1 1!4 1 3 02 r,p installation of fixtures t 5peclfication5 as indicated on plans. Light fixtures to be supplied by 04 Z owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. In5tall4 _ TO SUFFOLK COUNTY (� L all outlets as per code. All work is to be done In strict accordance with the New York State Code DEPT.OF HEALTH by a licensed electrician. All new switches#outlets to be Levitlon, standard,supplied m5talled4"C.1. 5ERVICE5 APPROVED W RM by contractor. Contractor to do all hook-ups as required for bathrooms. HOUS 2� � z TRAP D (l�� ED W o DEC 1 2 2016 0 BASEMENT B FO) �1C;Lr Q FLUMBING RISER DIAGRAM A�\_ aE''yjn , `� z " S, C/) Y .. Z. ,T NOT TO SCALE SLOPE" 1/4"PER FOOT PITCH TO �AlGff: DRAIN ! �-0 OR3-fir,`/G .i c10�D�-�/ I �S, �� C UNAUT 10RIZED ALTER4T/ON OR ADDITION TO THIS DRAW/NG AND RELATED DOCUMENTS/:5A V/OLAT/ON OFSEC. 7209 OF N.Y.S.EDIJL`�ON L4 goo LU0 w p ~ N T013IN — CONCANNON RE51DENCEg o o (S) D_ Q — z Addition to Existing Residence 0 z w Q j !0T v I � 1. F 0 3 r p URED C �[ N 827 2. R�-,1U'.q-{ - { , l',�ii;, E':.t; . ._..'. U F 00 4. 141i'.Yll., .9 Cr n'1''.=;l.;C;"riC'" Ed1UST U O .A: O 387 p C' CCT +'.. �. �� pili �-.L- r In co dKLk CO'iJl .sir-] nI�D - -,,,., C , _ C'r;iAEC C,'r Iv 1y REQU R ::: ,"iT,i C : I'I YORK, STATE. (`I_) E'tl S��` l_E: FOR Gf �iL,^J 0Q CO',,.,,,), RUCTE) I ERR Cry. 1! 1 Coy I/ILyI..+1S1 O L. LTI Cz Q IT —fl L 4 611 11 F71e PLUMSEf s C�R7I�ICATION ON LEAD CONTENT BEFORE Z (-ERTIFICATE OF OCCUPANCY �, SOLDER USED IN WATER SUPPLY SYSTEM CANNOTJUL I W - 6 l o II Ur 6 l o w 6 10 w 6 o w 6 l o !I w 6 10 EXCEED Z/10 OF 145 LEAD. 4 j 3w� WW Iw 2 Luz ' �r`.., r,^Y�• n4 ^4 n 9t.e F�`e -� �1 OtT ,n I 1U, 1- d � REScheck Software Version 4.6.3 sr FRONT ELEVATION Compliance Certificate r N�_, Vb rte\ SCALE: 4' = I '-0" I Project Tobin-Concannon pL1���iv11(����!/ �E c ✓SSF9 Erergy Code: 2015 MCC 1 `'p,f+h'1' Location: Southold,New YorkG Conmuct_Type: Singlefiamily ., CO�G{11�A 1' Project Type: New Construction onentnU Bldg.faces 270 deg.frdin-North �ton • � +\- '� c CCS- �. wt. J v Conded Hoar Aree:3.676 R2 fiiazinq Area 14% `. �✓s �'835� t`C C,1.Zme- 4 (5572 HDD) F Penna Date- hmrit Number. ROF�SS\�` z Construction S1.- O—JAgent: Designer/Contractor860 I 1 Orient.�NYY Road SS a hod.N n Consaking.Inc , « uv '<'`q• v - -' '-, . _ GwnpLencc: 71 Ln aAY.Bette,Tlew C.dw Me.naen UA: 551 You UA:Sag Me.,mum;t-GC:O.ao To,r Sr(k.e.2]� i . tMe Ma�rw ww.Tan alu,i,Au.Ire tlasw a,rsaanwtlw As:..6iwa an otl.vaMdruNr. ' .,' O ' _..®. Docs ear wwtae r rAet wianaew mnmemoae toww. F 11 U m t , as ':{ FnvPIfl�AccpmhliPc E� w . . Existing 2 bedroom house to become a ► - _ ,.", Floor C All-Wood)our/'nuz Over Uncondaaned Space 2,158J 190 `0 0 0047 101 V J 3 4 bedroom house; Project to Include full Wall l:Wood Fame.15"ox, 3,174 190 00 0060 157 a`` W H OnE'1GL,o n:UnSpeCfhed Second floor addition and remodel to W-ndow1:Unyl.TiberglassFrar,e-DeublePane wdLow-E 431 0310 134 �^ s«Lcc D za ^ y�rAn`r;#, n� " exl5ting Structure. // Orientation:Unzoecified x "w:rdd•Y"�` 'i''' - ix Door 1:Gt.- 88 0 320 W .. .. , 4 emf �s approved o�eGMa°o�Dnspecifi b�`' � ° - The existing septic cyst by 5CD115, Nov. 1 984 Re . 14-50-33, Door 2z Solid 44 0100 19 Orientation:Unspecified con515t5 of 1000 gal. tank � 8'-0"0 x 12'-0 One�t°pdion: 659 i5p Cg77 51 deep pool. The system was Inspected In �eil�gl Flat�el,nga.sr,sn.Tmss 390 na ug3o 65 D 12CER; L___---"' Co once Sratenenr Th.pwpocad bwWing design da ibad A,�q �c kh dw bail ng pians,speci6cano,x,and other ,,,=v" ":r"•' �,� . -t' Aug. 2016 by Coastline Drainage takul c..submitted w,th dreg=appl,cat,on The proposedxen dez,gred meetthe 20151ECC req,irements in REScheck Version 4 6 3 and m complywith the mandatory rep,wS k inrpe —Checklist verified to be a5 originally approved, precas Matthew Sherman 12 . 05 .1 I mainly empty, In good working order, and ame a S,g a, Date DEC 1 2 20 6 z. Of Sufficient 51ZC for 4 bedroom5. Project Title:Tobin-Concannon Report date: 12/05/16 rumnnn*Dl'- /��,t Data f rename"CAUsers'Absolute x2\0xuments�REScheckltobin{oncannon.mk Pagel of 9 r-`�'ir QD SOL71 UNALITHOR/ZED AL TERA TION OR ADDITION TO TH15 ORA WING AND SLA TED DOCUMENTS/5 A VIOLATION OF SEC. 7209 OF Th'E N,Y.5. EDUCA T/ON LAW STAIN STORM WATER Rllb F I RSUANT TO CHAPTER 236 6F tAE TOWN CODE. 0 w O LU N CL QLLJ — z z W V L C o � N ca U i m O 130 N 4 I LLI I NIH llik 1� 11 TW I 0 I z z � t_ 650 Q Q Q V Vd6 10 6 X10 Z wa w � W ''D^ nF� V1�l MLal� GARAGE SIDE ELEVATION U SCALE: 4" = I'—O x � " �o Q u � � v r� 2 IFT 695 T 21 41 T 21 41 U z 75 z zLn O U m Z 11276 I I U y T2 1 } W C z o 0 W ___ o N r !ZN Q cfl i 51 DE ELEVATION 5CALE: 4 I ,—o,, PAGE: a� UNAUTHORIZED ALTERATION OR ADDI,ION TO TH1.5 DRAWING AND RELATED DOCUMEN;5 15A VIOLATION OF5EC 7209 OF THE N.Y.S, EDUCATION LAW 0 LU p ON z z �O o g ts) - Q — z c� z LU U Q >- n c U L 11 C U U � U z 'J u� c� O O 827 z - z0 L= 0 pw Q J 7G5 Q Ju ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑nn❑❑ -- H ❑❑❑❑ ❑I�❑ . D P5 G2 ❑❑ D P5 G2 �� W I=LILL900 W a W Z o F 3w� LIH LI LI Z � z � o "F I F 4 6 T 4 G T 4 6 W WG60611 08 Ir- ❑PE ED TEWTEtTE PE ED TE PE ED JEFLED I I g0 LC � W l�d La ® YNDti�t U z BACK ELEVATION z SCALE: 4" = 1 '-O" Ln o � n Z Lf) O U m z . o � w � Q z ry w � Co s� U V` �F 08356 O�OFLESS O\\\Y\' --- PAGE: 3 UNAUTIYORIZED AL TERA T/ON OR ADDIT/ON TO Tt/l5 DRA W/NG AND RELA TED DOCUMENTS/S A VIOLA TION OF SEC. 7209 OF THE N.Y.S. EDUCA TION LA W D Lu p ~ N z 0 � D g Q z U' Z W lu 25._6.. U Q D [!7 D [D SECTION A = 27-6' O X. U L WALL LEGEND: CLOSET CL05ET ------ AREAS TO BE REMOVED \ 2470 2470 m } m DOWN secTloN o z +tJ 470 TILE FLOOR-425gr5toracle 2070 _ ENTRY DECK B Dowty - EXISTING STUD FRAME WALLS/PARTITIONS °C WOOD LOOK PLANPOCKET n c p TO REMAIN AS 15. PATCH ANY SURFACE " t w/ G-0.. �` 4"x6 COMPOSITE 0 nder, DECK BOARDS O - MATERIAL IF AFFECTED BY CONSTRUCTIONaIincenters- d on gPRIVACY 1NAL wat cair rad dool cabinetry U NICHE SHELVE 6-8V. hoo 5 above EXISTING STUD FRAME EXTERIOR WALLS. 1 P I -- 07V1-- - - ---- - - - ---------- ------- - - --- - NIC7DRII REMOVE EXISTING SHEATHING t SIDING .. `� �? ENCH SE T; TILE FLOOR 55sgft co TEMPERED WINDOWS; - 1 TEMPERS v —' O PI HO R WO D LOOK PLANKS D WINDOWS; GUEST SUITE HEAD R HEIGHT @ 7'-G" HEADER HEIGHT @ 7-6" PROVIDE DRYWALL TO EACH SIDE OF STUDS _ €5D. F - FLOOR TO CHi I I _ Ips so.Fr � DRAI R 3070 TRIMMED NEW CONSTRUCTION — dU 14.2%EIGHT io3wnR _ 1 2" H O {: 8.oi VENT LAUNDRY OPENING VENTLES5 GAS FIREPLACE; i -� Q uEI 5.2 I sgft PROVIDE VINYL PAN MAKE � MODEL TO BE DETERMINED. L _ I' , nZ 2"X G" STUD FRAME EXTERIOR WALLS z L _ _ 1 �� KITCHEN 8'-0" WALL PLATE HEIGHT. w/ URB FLOOR INSTALL AS PER MANUFACTURERi� cn , W @ CLOSET D IN; VENT DRYER I "rl I� I I U TO EXTERIOR i 1 PROVIDE HEARTH, STONE FACADE ON Iw O r� o Q Q R-1 9 INSULATION, s PLYWOOD PAIR I _ - SHEATHING ON EXTERIOR, HOUSE WRAP c.o. 2070 3070 I WALL AROUND FIREPLACE w/MANTLE D �� 1 - > SIDING AS SELECTED; 2' GYPSUM BOARD +5'D. BIFOLD r+� > iU i w \`�� 0160 O ON INTERIOR SIDE - In 2"X 4"STUD FRAME EXTERIOR WALLS 2670 ENTRY CDlu I� ILLJ zit — / O O O � w T I- I 1 %//'�� COMMON TO GARAGE; PROVIDE R-15 IN5ULATIO O — — O 8" FIRE RATED GYPSUM BOARD ON EACH SIDE 2868 UP IN __ _J� — ----- OPEN BANISTER OPEN ABOVE gig U 2"X 4" INTERIOR STUD PARTITION, m -__- _ w/NEWEL POST; U z Z w/ I LAYER '-" GYPSUM BOARD ON EACH 45 MINUTE FIRE RATED D OR11 - TURN OUT FIRST O L 2 w/SELF CLOSING HINGES % z I I fridge I"+ Ln EXISTING BASEMENTS w 28.0 cu ft. SIDE; USE MOISTURE/MOLD RESISTANT DOOR SWEEP �' STEP � x U BOARD IN KITCHEN * BATH AREAS t USE UP I i i ENTRY TCS E F 611 D` W P-I CEMENT BOARD ON ALL AREAS TO RECEIVE TILE IN (� 7-O" 2'-6" 2kT POST EACH END N 1 1 Z M • MAINTAIN 8'-O" CEILING HEIGHT THROUGH OUT ENTIRE NEW 1 2'-O"X T-0" DOOR w/ tall pantry cabinets ovens upper i FIRST FLOOR LIVING SPACES; ALIGN FLOOR HEIGHTS TO MAT H C520 STRAPPING TO EXI5TING micrdv)ave t5 0 'Z z �Fx CONSISTENTLY. HEADER; FRAME IN UNDER too 4- 1 1 8" LVL FLUSH HEADER m W '� o0M EXISTING HEADER TO ALLOW "� U CO ,? __-- ZoTIMM�DOPeNINs`\ �;� +s.D. USE SIMPSON HU SERIES PWDR RM Z °Q • ALL WINDOWS TO RECEIVE 3- 2"x 8" HEADER5 ABOVE p EXISTING FOR SMALLER DOOR OPENING R-30 INSULATION; CONNECTOR TO CEILING ,� ' 17 NEW EXTERIOR DOORS TO HAVE 3- 2' x 10" HEADERS UNLES N�� PROVIDE�" DRYWALL ON STAT 7o JOISTS @FLUSH HEADER HAU T,P` N ` Q OTHERWISE NOTED; G'-10"WINDOW HEADER HEIGHTS FOR ALL - e REMAIN GREAT ROOM DTICTED T&c6 SIDE CEILING OVER GARAGE FIRST FLOOR WINDOWS; WINDOW HEIGHT IN GARAGE AS SHOWN. 14755gft WOOD - - C) • NEW INTERIOR TRIMMED OPENINGS TO HAVE 2- 2x 10" z u_ w> 2470 m U W HEADERS ABOVE. OPENING DIMENSIONS ARE AS NOTED Q O ~ Q x :5 F,�YE NOOK FOR DOWN Lu m U CLOSET 'UiURE BUILT-IN Lu p HALL ---i PINING ROOM NOTE: PLATFORM N 0 4870I w STE PKOV. R-15 INSULATION P Q - ` BYPASS I'- 1 z L w PROVIDE NEW OVERHEAD DOOR WITHIN WALLS COMMON TO va _ OPENER*WIRING AS PER14 LJ GARAGE 4�" FIRE RATED Dowty MANUFACTURER SPECIFICATIONS# 8 U w ----- -------- ---i I IN ACCORDANCE WITH THE DRYWALL O CH SIDE WN (6�� z z l __--TV_co_--r-_ RESIDENTIAL ELECTRICAL CODE _r 1= +5.D. L- Of OF NEW YORK STATE L �• i �'' i i I w V -tANDING z 3068 INSULATED DOOR I I 1 0 w/5ELF CLOSING HINGES DOOR SWEEP ENTRY i w _-- I I ice= I 25'_0" - m sE A oN Ln 4"STEP DOWN z FROM FLOOR HT. O NEW COVERED ENTRY PORCH U 4"x4 MAHOGANY I Z �- q FLOOR BOARDS BEADED CEILING 3-74' LVL HEADER; TREAT OUTLINE OF FLAT ROOF r• "" ,1,?1,� FOR EXTERIOR ELEMENTS W AREA� DECKING ABOVE p z >e, DOWN f WRAP FINISH w/ Ix AZEK * ?,r . :•'`tC o ------------------------------T ^• '/' - ------------------------------ ----- \ •.,, i 1 10"SQUARE COLUMN WITH 3 �/, '�� RAISED PANEL DETAIL AND CAP 4�BASE U 13'_6" z Q Z 5ECTION B FI RST FLOOR PLAN — 2 158 FOOTPRINT, 17785cl.ft. FINISHED SPACE, 520561A. IS NEW PAGE: 5CALf 4 4 UNAUTHORIZED AL TERA T/ON OR ADDITION TO THIS ORA WING AND RELA TED DOCUME1VT3 15 A VIOLA T/ON OF SEC, 7209 OF THE N.Y.3. EOUCA TION LA W w C) ~ N U1 — SECTION Q — Z A 25-6" 1, 0 z_ w LU Q � OUTLINE OF ROOF AREA BELOW E) In C m s= 0 SECTION B U O � N c c 4 I'-0" O � � � N U V I c 7� �- I N 2 10" 19'-5" FIREPLACE FACADE MASTER BATHROOM NOTES: -0" PLATE HEIGHT @ BACK OF CLOSET O q N co 0 O • VANITY WITH MARBLE TOP; built In unit t 80 sgft PRIVACY N WALL MOUNTED MIRROR ABOVE. lower han in rods surround PARTITION w CUSTOM SHOWER WITH VINYL PAN; 2-0 TILE/MARBLE SURROUND TO BE - LL PLATE EIGI = DETERMINED. ALL WALL SURFACES TO f tanding - OPEN TO BELOW z RECEIVE CEMENT BOARD PRIOR TO t b a y CLOSET BEDROOM z O Ln Q p linen 155 5Q.FT. O TILE/MARBLE INSTALL. MIN. 4"CURB w/ EXHA FANS LINE OF 8'-0" CEILIN armolr n2%uGHr Q ~ MARBLE SADDLE AROUND SHOWER. LINE -0' CEILING DUCTED TO m . -. 8 0%VENT m OUTSIDE BATH- LLJ • SHOWER TO HAVE FLOATING BENCH b 2070 104 561ft FL Q Q ATTACHED TO WALLS. DRAIN TO BE - 2870 • VANITY w/MARBLE TOP; LOCATED UNDER BENCH; PITCH SHOWER Security PROVIDE KICK HEATERS IN FLOOR ACCORDINGLY. lock BASE OF VANITY t WALL m MASTER BATH VESTIBULE MOUNTED MIRROR ABOVE. 247 • FULL HEIGHT WALL BETWEEN SHOWER , 115 raft N • TUB w/TILE SURROUND MARBLE AND VANITY; PROVIDE TILE ON SIDE WITHIN 0 20 gftFL� 2670 o ON WALLS; FRAMELESS GLASS. SADDLES c.o SHOWER AREA. 9 saftw FAIR 2070 • EXHAUST VENT TO EXTERIOR @ DOORS 45.D. • FRAMELESS, TEMPERED GLASS9 7t 2670 2670 2070 SHOWER DOOR ENCLOSURE. FL ATN N = CLOSET OPEN BANISTER co 1�j E:;�\\\ BE, C a5.D. _ `_-- 19'-5° E r PULL-DOWN L CLOSET CLOSET _ • FIXTURES, FAUCETS SHOWER 3'-I I" 7'-3" 5'-4" 3'-8" 1 o 2-2"x 1 0"FRAMING ATTIC STAIR m m ►-1 r� BODY TO BE SELECTED. �. L_ nN/ AROUND ATTIC STAIR _ 4.2 4,_2. WALL LEGEND: C41, MARBLE 2670 2070 W NEW CONSTRUCTION SADD c 0. Z Z N ® 451). 2"X G" STUD FRAME EXTERIOR WALLS, c.o. LAUNDRY IV t5 D. s ft TILE FLOOR F R-19 INSULATION, 8coo'. " PLYWOOD MASTER SUITE DOWN a (� n o' SHEATHING ON EXTERIOR, HOUSE WRAP 4 FOLDING COUNTER : ° 265 50.FT SIDING, 2' GYPSUM BOARD ON INTERIOR ID N FAMILY ROOM _ w/WALL CABINETS 14.2%LIGHT P OVIDE INYL PAN Z A 0%VENT 1206saft WOOD 2"X 4" INTERIOR STUD PARTITION, w/CURB FLOOR ' Q w/ I LAYER 2GYPSUM BOARD ON EACH' PAIR DRAIN; VE R. WALL R U BEDROOM W SIDE; USE MOISTURE/MOLD RESISTANT 2670 Oo C�BIPJETS ABOVE G85o.rf. `n ,�, BOARD IN BATHS * USE CEMENT BOARD ON w I 4 2%LIGHT m ALL SURFACES TO RECEIVE TILE A.o%veNi c.o nc"' LINE OF 8'-O" CEILING CHANGEts.o.MAINTAIN 8'-0" CEILING HEIGHT 21._2.. 3'_2.. �THROUGH MAIN SECTION OF SECOND FLOOR. v �nCEILING PITCHED TO ROOF STRUCTURE IN AREAST-O"WALL PLATE HEIGHT AS SHOWN WITHIN MASTER SUITE SPACES. 7'`` ;. >: ' - :-:. y __ - CLOSE I. '�. '\:::� 5-10 2 WINDOW HEADER HEIGHT T o PROVIDE 3- 2x8" HEADERS ABOVE ALL o 267 v WINDOWS UNLESS OTHERWISE NOTED; PROVIDE LEAD PAN 2'47 G'-10" HEADER HEIGHT FOR ALL WINDOWS. UNDER DOORS - _ HEIGHTS WITHIN MASTER AS INDICATED ON PLAN. SECTION z A PROVIDE LEAD PA UNDER DOORS � DECK PROVIDE FLASHING OVER Z = ROOFING MEMBRANE " 4"x4 MAHOGANY DECKING OVER I'-O" UP WALL� ROOF AREA J Ln 25'-0" RUBBER ROOFING MEMBRANEO m -IN zLn O � 4x4 POSTS WITH BASE*CAP: U FRAMED TOP * BOTTOM RAILS w/ Z 2x2 BALUSTERS, CONTINUOUSLY AROUND DECK AREA W C) z secrloN -a g pL o W N SECOND FLOOD PLAN - 8985a.ft. PfN5HED SPACE �4 0F_N * 5CALE: 4" = I ,-01' �} z v� 1 4, PAGE: LJ�1,\l� 5 UNAUTHORIZED ALTERATION OR ADDI;lON TO THIS D,PAW1NG AND RELATED DOCUMENTS 15 A VIOLATION OF SDC. 7209 OF THF N.Y.S. EDUCAT lON LAW / NEW CONSTRUCTION "u o u., ~ CU Z OZ 6 p g � - Q — z 25'6" 40'C" PROVIDE SIMPSON PHD5 HOLDDOWN (TYP. 2) 27'-G" 13'-0° ANCHORS AT ALL CORNERS VENT NEW CRAWL R z SPACE FOR.CODE w THROUGHOUT 2'-0" 8'-2 lie° e'-2 lie" 8'-2 112" o G"X G" POST ON 12" U 7 >- 5,' DIAMETER AN _ 50NOTUDE W/POURED 5 CHOR BOL .° CONCRETE FOOTING w/7" MIN. DEPTH @ 48"O. :o; 20"X 20"X 8"d. w/MIN. 3"x3"x'-8"WASHER @ LAEF = OUTLINE OF REAR EN RY DECK (TYPICAL ALL FOOTINGS) o it - 11 o DAMP PROOF PERIMETER _ L OF FOUNDATION WALL o (TYPICAL ALL AREAS) u o p cj 2"X 8" ACQ LEDGER BOLTED R-19 INSULATION ,,, cv LEDGER FLUSH TO Q O c TO HOUSE FRAME WITH 5" TYPICAL ALT_AREAS. O -� - o x co u m JOISTS * FASTENED TO �q "LEDGERLOK" SCREWS @ I G"O.C.; 4" P.C. SLAB IN NEW - NEW CRAWL 5PACE '� — D DOUBLES EACH END X ` c cv (\I = O b @° HANG D.J. FROM LEDGER WITH v PROVIDE BEAM POCKET IN AREAS z' a N _ N SIMPSON LU28 CONNECTOR o z A27'FOUNDATION WALL; 51ZE zAS REQUIRED *TAR ALL 8' 1 1/2" 8' 1 1/2 8' 1 U2" p c O SIDES (TYP. BOTH ENDS) a ' LVL DROPPED GIRDER u O PROVIDE CONTINUOUS co O WELL PUMP SOLID BLOCKING @ TO REMAIN CANTILEVERED AREA I 5CAPEWELL EG E55 Z NEW 4" PLYWOOD SUBFLOOR (n w F --i BY E31L OWELL YSTEM p OVER NEW JOISTS. ALIGN ij g I� p 1 EXISTING FRAMING (n O - AROUND STAIR OPENING z U FLOOR HEIGHTS THRU-OUT O cz w I I z O LL ENTIRE FIRST FLOOR AREA 'L w o- I z I TO REMAIN; REMOVE > tL EXISTING ♦- a v �o v w , @��- I EXISTING INTERIOR STAIR pQ[ x O x O BREAK THRU EXISTING � W I -; x�x I CL05E IN FLOOR OPENING �— N = N = to zZ ud I �/ Q z �_ �_ FOUNDATION WALT_FOR F-- Q o/ I I � = I O W w w ACCESS BETWEEN AREAS 0 0 I o v I O z z @) z aU � u- >1 Q I E Q NEW WINDOW: Q z I I O w ANDERSEN G44 GLIDING Lu O w 0 1 X WINDOW; BOTTOM SILL NOT m - I z ~ I z TO EXCEED 44" ABOVE SLAB • Co. I N Q 15 D. PROV. EPDXIED#4 STEEL UP EXISTING L____J '� m KEBAB VERT. @ 12"O.C. INTO EXISTING FOUNDATION WALL$ NEW WALL ABUTTING (TYPICAL ALL AREAS) - EXISTING STUD FRAME WALL EXISTING DROPPED GIRDER w/LALLY r EXISTING GARAGE FOUNDATION WALL LEGEND: w/SHELVING TO REMAIN COLUMNS � FOOTINGS ALL TO REMAIN I F--] 1 (� FOOTINGS SLAB TO REMAIN I 1 1 Z EXISTING 8" POURED CONCRETE I EXISTING CHIMNEY WALL w/FOOTING TO REMAINI L--j I TO 6E REMOVED Z W m AREAS TO BE REMOVED w o NEW-8" POURED CONCRETE FOUNDATION WALL c.o. a s.o WITH 1'-4"X 8" FOOTING, R! DEPTH TO ALIGN w/EXISTING O O 0 C8 GARAGE FOOTING, MIN. 5-0" Q O Q BELOW GRADE p : p w X X BASEMENT NOTES: z z AREA OF NEW ®�T"aryu MECHANICALS �] t1 Q (n Q w • DOUBLE JOISTS UNDER wa7 ALL PARTITIONS n wtfl n m ` RUNNING PARALLEL ® FNa tN4 • PROVIDE BRIDGING THROUGHOUT ENTIRE FLOOR SYSTEM, 8'-O"o.c. • 4"T*G PLYWOOD SHEATHING ABOVE TO U BE GLUED and SCREWED • 4" POURED CONCRETE SLAB ON COMPACT z FILL • R-19 INSULATION WITHIN CEILING IN - BASEMENT OUTLINE OF NEW COVERED o 2"X 8" ACQ LEDGER BOLTED Z ENTRY PORCH ABOVE a (j TO HOUSE FRAME WITH 5" 1-- I x 10" RIM BOARD o Q O "LEDGERLOK" SCREWS @ I G"O.C.; J o CONTINUOUSLY AROUND u HANG D.J. FROM LEDGER WITH X ` 51MP50N LU28 CONNECTOR z L, 2"X 10" ACQ GI R N O r r-0 o U � z . G"X G" POST ON 12" U� I 51-11 I/z•— s'-I I 112" SONOTUBE W/POURED } CONCRETE FOOTING L J 20"X 20"X I'-O"d. z 13'-8 112" (TYPICAL ALL FOOTINGS) o W 41._0.. 'o N C) A � z FOUNDATION PLAN SCALE: 4" = I ,-o,, - 1 PAGE: UNAUTHOR/ZED ALTERATION OR ADDITION TO TH15 D,'MWING AND RELATED DOCUMENT5 15 A VIOLAT/ON OF5EC. 7209 OF THE N.Y.5. EDUCATION LAW W (D LU LU o z °6 D Q - z 8• ILU J W U Q >- C) (f) n s SN H p2 o U 02 Q? - O NO X - 8" o cN N L m 12 U z c0 +� 8 azV 12 � 0a� p N -00 a ROOF NOTE: 132G 8 cti 0 — LINE OF JO ET/RAFTER INT FSECTION X o GAF 30 year architectural asphalt p O N Ua x 1D roof shingle over entire roof area. X N 15# felt over 8" CDX Plywood N @� sheathing with Ice � Weather Sheild zO U at all perimeters and valleys. O 0 � � O �- d60 C W N Q O �J CD X --------- NUa 1 " X 14" LVL RIDGE; F- " X 14" LVL RIDGE; 51MP50N C520 CONNECTOR(TYP. ALL) L_ CONNECTOR(TYP. ALL) F — U N 6 U 0 1-4 U 00 12 Xw W N �i U 12 G ROOF GUTTER E., a w 0 w . 8� 0 - - _ z^ X`-° - _� HOUSE N V N 0 RAI TERS SIT ON THIS WALL x wl 77 LEADER 0 EXTENSION a4= GRADE U ROO ff FLAN OIL V 5CALE: 4" = I '-0" 1212 ® ® ® ® ® 12 ® 19 Df] ®� ���\��\�/\�/� �/ o 1212 ® ® ® �� \ \i \ \ (n ® ® ® ® ® I0'-O" MIN z U 1212 ® ® ® 0 1 Um VP\EC,A,5 ONCRETE RING —PTH CALCULATED TYPICAL LEADER ELEVATION / SECTION w Not to Scale Q RUNOFF NOTE: W Gutters continuously around; u°� CLEAN SAND GRAVEL Leader locations as per in5taller - all leaders drain to I) G" O PVC pipe to new drywel15. U RUNOFF CALCULATiON5: z Q 2420 x . I G7 x 7.5 = 303 1 gallons of runoff Z -0" x 8'-0" O capacity = 300 gallons 303 1/ 300 = 10. 1 Runoff Containment Rec[u�res: C� �`., -�}_> .� • c PAGE: o / (3) 4-0 deep x 8 0 0 rings �`�s Lam•, �� �' (provides 3600 total capacity) v UNAUT HOR/ZED AL TERA T/01J"D AT DD/T/ON TO THIS D,PA W/NG AND RELATED DOCUMENTS 13A VIOLATIO OF SEC. 7209 OF THE N.Y.S. EDUCA TION LA W Q0 w p ~ N NAILING SCHEDULE z O Q 1 4'X 14" LVL RIDGE; Q z 2001 SBC HIGH WIND EDITION WOOD FRAME CON5TKUCTION MANUAL SIMPSON C520 JOINT DESCRIPTION NAIL QUALITY NAIL SPACING CONNECTOR(TYP. ALL) Z ROOF FRAMING RAFTER TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PER RAFTER W W Q F- _ 1 O'-O"WALL!4-8d PER RAFTER � Q CEILING JOIST TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PER JOIST c�4.7 ED 10'-O"WALL:4-8d PER JOIST O P 12 CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP 8 CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP _O COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE ��O 6" 1- BLOCKING TO RAFTER TOE NAILED 2-8d EACH END 0� O t✓' U RIM BOARD TO RAFTER END NAILED 2-16d EACH END �� p R-38 INSULATION VENTED WALL FRAMING R-38 INSULATION VENTE 2� _ BAFFLES BETWEEN RAFTERS _ TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd ' PER FOOT BAFFLES BETWEEN RA S 2x 10 C.J. @ I G"O.C. R-38 INSULATION � TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS-EACH SIDE __ `` N STUD TO STUD FACE NAILED 2-1 6d 24'O/C HEADER TO HEADER FACE NAILED 16d I G'O/C ALONG EDGES ARCHITECTURAL ASPHALT > m TOP OR BOTTOM PLATE TO STUD END NAILED 2-I Gd PER 2X4 STUD O Z c0 ROOFING WITH 15# FELT 3-led PER 2X6 STUD 2"X 4" INTERIOR4-1 Gd PER 2x8 STUD OVER 8" CDX PLYWOOD O G STUD PARTITIONS I-o _F3 00 O BOTTOM PLATE TO FLOOR JOIST, WITH ICE 4-WEATHER SHIELD N r - 2"X G" STUD FRAME @ I G" O.C. n cop O BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2 1 Gd '^- PER FOOT @ PERIMETERS 4 VALLEYS 12 x6 - BATH w MASTER a 3 ��� 8 @ I. o= w R-19 INSULATION, PLYWOOD FLOOR FRAMING �' 10IV G15TURE RESISTANT SHEATHING ON EXTERIOR, HOUSE WRAP JOIST TO SILL,TCP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST BOLT ALL AREAS TO ZT�2 G 5UM BOARD IN ALL OL/ -= HARDIE BCARD0ATTEN SIDING; I" BRIDGING TO JOIST TOE NAILED 2-8d EACH END RR w/ 2-2" C.B. B HROOM AREAS �Oe�LtiF o 10 GYPSUM BOARD ON INTERIOR SIDE 2xG STUD PARTITION Fp�,OF �0 BLOCKING TO JOIST TOE NAILED 2-8d EACH END •������. U) BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK TO UNFINISHED ATTIC VFp iN�� z O LEDGER STRIP TO BEAM FACE NAILED 3-16d SIMP50N H7 CONNECTOR EACH JOIST SPACE: PROVIDE JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PERJOIST R-19 INSULATION )7 " PLYWOOD SUBFJ O \� �F BAND JOIST TO JOIST END NAILED 3-16d PER JOIST I x8 FASCIA, 1'-0" SOFFIT, —— 4 H- BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT CENTER BEADED I ! A"Til 360 F.J. @ I G" O.C. _ R INSULATION ROOF SIIEATHING -�1'-0" _ EXISTING 2x8 CEILING BEAMS TO REMAIN LU STRUCTURAL PANELS 3- 2x 10 HEADER ABOVE; I .--'�XjSTING RAFTERS 8" FIRE RATED DRYWALL PROVIDE 51MP ON Q Q 4'PF�IMETEREDGE ZONE- 16"o1c-6"Ar PANEL EDGES PROVIDE 6520 STRAPPING 'PORCH POSTS TO BE ON CEILING THRU GARAGE CS I G STRAPPI G F OM 811 AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 2' GYPSUM 16QA�__ REMOVED GARAGE WALL TU S TO INTERIOR ZONE- I G"O/C-6'AT PANEL EDGES AND 12"AT BUILD UP w/ 2- 2x4 PLATES 8d I INTERMEDIATE SUPPORTS IN THE PANEL FIELD 2"X G" STUD FRAME @ I G" O.C. TYPICAL ALL,AREAS TO ALIGN ALL AREAS OF NEW SECOND FLR. WALL STUDS FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER R-19 INSULATION, 8" PLYWOOD CL05 R-15 INSULATION SECOND FLOOR 2-74" LVL HEADER DOVE EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BEUSED. SHEATHING ON EXTERIOR, HOUSE WRAP I BEDROOM WITHIN WALLS COMMON WINDOWS IN G RA E; * HARDIE BOARD*BATTEN SIDING; T" -5EXISTING 2x4 STUD FRAME PROVIDE C52 ST PPING. CEILING SHEATHING 2 TO GARAGE 8 FIRE GYPSUM BOARD ON INTERIOR SIDEl EXTERIOR WALL TO REMAIN; -o HEADER HEIGH AS SHOWN GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ I O"FIELD m EACH SD DRYWALL N PROVIDE R-15 INSULATION m WALL SHEATHING _ 2"X G" ACQ SILL PLATEWITHIN WALLS �" GYP.BD. �" 2 OF I PLYWOOD SUBFLOOR, Q STRUCTURAL PANELS 8d 4'EDGE ZONE- I G"O/C-C"AT PANEL EDGES AND 1 2"AT OVER TERMITE SHIELD 1 4 = Z INTERMEDIATE SUPPORTS IN THE PANEL FIELD OVER SILL SEAL; I ALIGN w/ EXISTING FIRST FLR. NEW 2x8 RIM � OUTLINE OF FIRST FLOOR 8d INTERIOR ZONE- I G"O!C-G"AT PANEL EDGES AND 12"AT PROVIDE SIMPSON C520 R-19 INSULATION 12x8 F.J. @ I G" Q.C. w a INTERMEDIATE SUPPORTS IN THE PANEL FIELD W/LPT4 CONNECTORS N 3- 9z' LVL DROP+ FIBERBOARD PANELS 7/1 G" 6d 3"EDGE/G"F ELD GIRDER 1 NOTCH JOISTS AROUND W 25/32' 8d 3"EDGE/(;'F CLD IEXISTING WALL BOTTOM PLATE GYPSUM wALLBOARa sd cooLeR� 7"EDGr/ 10"rlrLD 8" DIAMETER ANCHOR BOLTS ALLOW FOR NEW JOISTS TO EXISTING CONCRETE 8d 4'EDGE ZONE- 16.O/C-6"AT PANEL EDGES AND 12"AT W/7" MIN. DEPTH @ 48"O.C. CRAWL SPACE SIT ON EXISTING SILL BLOCK WALL w/ FOOTINGS t- E-' W HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD W/ MIN. 3"X3"x8" WASHER @PLATE '� z" 8d INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT W GARAGE SLAB TO REMAIN u F °a INTERMEDIATE SUPPORTS IN THE PANEL FIELDJ CO M a O 8" POURED CONCRETE 3 2' DIAMETER STEEL 4" POURED CONCRETE SLAB Z FLOOR SIIEATIII LS FOUNDATION WALL W/ LALLY COLUMN BURIED IN ON COMPACTED FILL_WITH STRUCTURAL PANELS- I•OR LESS 8d 6"EDGE/ 12"FIELD n �� 24"X 24"X 12" POURED I'-4 X 8 d. FTG.; PROV. W.W.M. 6 X 6/ 10 X 10 �N U Nailing requirements are based on wall sheathing nailed 6 inches O.C.at the panel edge. If wall sheathing 15 nailed 3 orches O.C.at the panel edge to obtain 2-#4 REBAR IN FOOTING CONCRETE FOOTING GAUGE WIRE [W higher shear capacities,nailing requirements for st,uctural members shall be doubled,or alternate connectors,such a5 59ear plates,shall be used to maintain the 3'-0" BELOW GRADE C8 load path. U) When wall sheathmq is continuous over connected members,the tabulated number of nails shall be permitter)to be.redured to I-16d nail per foot:. F r/'� Corrosion resistant I I as e roo4 6 q nail,and 1a e 5tanle5 are permitted,check IBC for additional re mrm eents. BUILDING S ECT I O N "All C ( 7 0 SCALE- 4" = I '-0'i T� a W �1 e ® £".01 GENERAL WIND PROTECTION CONNECTION NOTES TABLE R30 I .6 Adapted from Standard for Hurricane Resistant Residential Construction; 55TD - - - - - - 10-99 and 2001 55C High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS U STRUCTURAL MEMBER ALLOWABLE DEFLECTION z . A continuous load path between footlncgs, foundations walls, floors, studs and Rafters haven slo es reater 0180 roof framing Shall be provided. z than 3/12 with no finished ceilinq DESIGN LOAD CIALCULATION5 2. Approved connectors, anchors and other fastening devices not Included In aLLac:hed Lo rafters LnJ the Standard Building Code, Table 2306. I shall be installed In accordance with Interlor ',va11S �-partitions H/I 80 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ib5f) manufacturer's recommendations. Floors >t plas-tered ceihn 5 U3 GO EXTERIOR BALCONIES GO z Ln 3. Metal plates, connectors, screens, bolts, and Halls exposed directly to the Al other structural memeber5 UO 240 DECKS 40 i; weather or Subject to salt corrosion in costal areas, shall be stainless steel or ExLerlor walls with plaster or H/360 ATTICS WITHOUT STORAGE 30 U U hot dipped galvanized. 50cco hnlsli ATTICS WITH STORAGE 40 z Exterior walls- wind loads with L./240 ROOMS(OTHEKTHAN SLEEPING ROOMS) 40 o 4. Where windows and doors Interrupt wood Structural panel sheathing and 51dinGg, framing anchors or connectors shall be provided at the top and bottom brittle flnl5he5 SLEEPING ROOMS 30 W z of cripple studs, header Studs, and at least one stud at each side of opening. EXtet'IOI-wa115- wind loads with U 120 C flexible.finishes CRITERIA FOR CALCULATION OF DEAD LOAD pL o Fi 5. Ridge straps shall be attached to each pair of opposing rafters except where ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. o collar ties of I xG or 2x4 lumber is located In upper third of attic space and ARCHITECTURAL GRAPHIC STANDARDS _ `n attach to each pair of rafters. G: p G. Uplift connectors shall be provided at each rafter bearing. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SNOW ,r�� �` y � �.InU WEATHERING SEVERE5 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' GROUND SNOW LOAD 4lbs. f' of exterior corners. FROST LINE DEPTH 3'-0" k r SI „�+ ➢ Q TERMITE MODERATE TO HEAVY SEISMIC Z 8. 51ll Plate to Foundation Anchorage: 5111 plate shall be anchored to the DECAY SLIGHT TO MODERATE DESIGN CATEGORY 15 foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x p�_5 \ 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 WINTER DESIGN TEMP. I ! qa s j� Inches of each end of each late. Anchor bolts shall have a minimum embedment ICE SHIELD UNDER- AS PER MANUFACTURER'S WIND c`r°^ PAGE: CSS14` of 7 inches In concrete/masonry foundations. Anchor bolts shall be located LAYMENT REQUIRED SPECIFICATIONS/STATE CODE WIND SPEED 120 m-h (�_�-moi within 12 Inches of corners and at spacing not exceeding 4 feet on center. FLOOD HAZARDS EXPOSURE CATEGORY B 8 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OFSEC, 7209 OF THEM Y.S. EDUCATION LAW o — � w puj � N z �z �0 0 g � - - z 4x4 POSTS w/CAP t BASE; O TOP RAIL* 2x2 BALUSTERS z Lu uj PROVIDE EPDM MEMBRANE UNDERLAYMENT ~ 14" BEDMOULD 4"X G DECKING p 1"X 3" SLEEPERS 4" AC SHEATHING 2"X 10" DECK END RIM c o c N DECK JOISTS c u 14 X 14" LVL RIDGE; o +; 51MP50N C520 3- 74' LVL HEADER; TREAT _ = O CONNECTOR(TYP. ALL) AZEK BEADBOARD CEILING MATERIAL FOR EXTERIOR ELEMENTS _ k.WRAP FINISH w/ Ix AZEK PROV. H4 CONNECTOR Z 12 z O ARCHITECTURAL ASPHALT18 O 1— ROOFING WITH 15#FELT _ 2x6 C.T. @ 48"O.C. OVER g" CDX PLYWOOD — 2*_/p f' Q LLJ WITH ICE t WEATHER SHIELD @ PERIMETERS�VALLEYS PC Q Q DETAIL "A" 51MP50N H7 CONNECTOR SCALE: z" = I'-0" 2x 10 C.J. @ I G"O.C. R-38 INSULATION I x8 FASCIA, P-0"SOFFIT, CENTER BEADED 3- 2x8 HEADER ABOVE „ 2nd FLR. WINDOWS; PROVIDE C520 STRAPPING LEAD COATED COPPER U 2"X 6" STUD FRAME @ 16"O.C. o - p� FLASHING OVER EPDM, 1-011 W R-1 9 INSULATION, g" PLYWOOD v w BATH HALL LAUNDRY HALL HALL UP WALL t OVER ROOF AREA W SHEATHING ON EXTERIOR, HOUSE WRAP f' OF o HARDIE BOARDBATTEN SIDING; " \\chFMjsT�Nc 41OGANYOVER GYPSUM BOARD ON INTERIOR SIDE 24" STUD FRAME 2"X 4" INTERIOR R00FINGMEMBRANE PRIVACY PARTITION STUD PARTITIONS 101�01R�iN DETAIL A W PROVIDE 51MP50N C51 G I I g"Til 3GO F.J. @ I G"O.C. R-19 INSULATION 2x8'A6Q DJ 16" OC Q STUD TO STUD 5TRAPPING t_J W 3- 2x 10 HEADER ABOVEx NEW DOOR OPENINGS; /,--,0,, 5Q. PERMACA5T COLUMN C!) PROVIDE C520 STRAPPING KITCHEN POWDER KM CLOSET ENTRY w/CAP � BASE DETAIL; C? HOLDDOWNS *STRAPPING ®�'a o ao ° � u EXISTING 2xG STUD FRAME EXTERIOR WALLS TO REMAIN; 4"x4 MAHOGANY FLOOR BOARDS VERIFY R-19 INSULATION. ®zryp1N444 CLOSE IN OLD WINDOW/DOOR *51MP5ON ROV. H4 OPENINGS, PATCH FRAMING, EXISTING 5UBFLOORTO REMAIN ONNECTOR INSULATION L" PLYWOOD e EXISTING 2x 10 FJ @ I G" OC TO REMAIN - 2"X 10"ACQ GIRDER U SHEATHING 2x8 AOLTED THRU P05T W/ Z EXISTING 3- 2x 10 GIRDER ) L" CARRIAGE BOLTS w/COLUMNS FOOTINGS 2"X 8"ACQ LEDGER BOLTED2 TO HOUSE FRAME WITH 5" QD "LEDGEKLOK" SCREWS @ I G" O.C.; OTCH POSTS z HANG D.J. FROM LEDGER WITH OR GIRDER SIMPSON LU28 CONNECTOR ABU44C)EXISTNG STRUCTURE-ASEMENT ONNECTOR(TYP) z Ln 6" X G" ACQ POSTS ON 1 2" CD FOUNDATION WALLS, FOOTINGS, O � SLAB, GIRDER, COLUMNS TO REMAIN SONOTUBE W/POURED U m CONCRETE FOOTING 20"X 20"X 12"d. Z (TYPICAL ALL FOOTINGS) (s) } W � 79 z ry 0 W BUILDING SECTION SCALE: 4" = I '-0" PAGE: 1f V UNAUTHORIZED AL TEPA TION OR ADDIT/ON TO TH15 DRM W/NC AND RELATED DOCUMENT5 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. DDUCA TION LAW