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HomeMy WebLinkAbout40728-Z J �p fat Town of Southold 10/2/2018 d� P.O.Box 1179 rh 53095 Main Rd ®�`�dl Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39927 Date: 10/2/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2620 Orchard St, Orient SCTM#: 473889 Sec/Block/Lot: 27.-3-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/5/2016 pursuant to which Building Permit No. 40728 dated 5/31/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for r which this certificate is issued is: one family dwelling with unfinished basement, covered front porch and rear covered porch with removeable screen panels as applied for. The certificate is issued to Fuhrmann Brian T&Marill,Maria Liv Tr of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0020 9/17/2018 ELECTRICAL CERTIFICATE NO. . 40728 6/1/2018 PLUMBERS CERTIFICATION DATED 9/27/2018 Noe necavage,, jr J.014 A0Qriz ignature of Fly'eco TOWN OF SOUTHOLD o BUILDING DEPARTMENT TOWN CLERK'S OFFICE TP • SOUTHOLD, NY cz% f 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#: 40728 Date: 5/31/2016 Permission is hereby granted to: - Fuhrmann Brian T Trust 3201 Vista Dr Manhattan Beach, CA 90266 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD. At premises located at: 2620 Orchard St, Orient SCTM # 473889 Sec/Block/Lot# 27.-3-2.3 Pursuant to application dated 5/5/2016 and approved by the Building Inspector. To expire on 11/30/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,914.40 DEMOLITION $713.80 CO -NEW DWELLING $50.00 Tota : $2,678.20 uilding 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 iron Health Dept. of water supply and sewerage-disposal(S-9 forur). 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. Conunercial 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. May 4, 2016 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 2620 Orchard Street Orient House No. Street Hamlet Owner or owners of Property: Maria Marill & Brian Fuhrmann Suffolk County Tax Map No 1000, Section 27 Block 03 Lot 2.3 Subdivision Filed Map. Lot: Permit No. Date of Perinit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 50.00 Applicant Signature pF SO!/r�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 �@ roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 Q �ycOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fuhrmann Brian T Trust Address: 2620 Orchard Street city,Orient st: New York zip: 11957 Building Permit#: 40728 Section: 27 Block: 3 Lot- 2.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 59 Ceiling Fixtures 30 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 1 Wall Fixtures 16 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 4 Recessed Fixtures 11 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps-Well 1 Transformer Appliances pW Dryer Recpt Emergency FixtureTime Clocks Disconnect 200A Switches Sg Twist Lock Exit Fixtures TVSS Other Equipment: 8- Paddle Fans, 1- Bath Fan, 1- Combination ARC/GFCI Circuit Breaker, 7- ARC Fault Circuit Breakers, 5- GFCI Circuit Breakers. Notes: 20 KW Standby Generator with Auto Transfer Switch. Inspector Signature: �i�"-- Date: June 1, 2018 0-Cert Electrical Compliance Form.xls o�osuFFot,(�oG 0 y Z Town Hall,53095 Main Road 4 Fax(631) 765.9502 R.O. Box 1179 y�o a�� Telephone(631)765-1802 Southold,New York 11971-0959 J BUILDING DEPARTMENT Q '-� �� TOWN OF SOUTHOLD U , SEP 2 8 2018 CERTIFICATION BT=.rC-DRK'T. TO�,%I',�i0LD Date: a Building Permit No. 4o,,'7x� Owner: (Please print) Plumber: 30 C SU 4 P (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumb ers Signature) Sworn to before me this �� day of 20 w�- �y Notary Public, County dim Nobry6liC',State or, Nt? 5O y3I.,2� � � 2620 Orchard St.Orient Subject: 2620 Orchard St. Orient From: Richard Gillooly<richardgillooly@gmail.com> Date: 9/24/20181:43 PM To: Tom Samuels <Tom@samuelsandsteelman.com> �� Hey Tom Bob asked me to send over pictures of the insulation in the basement and the sticker on the meter. Thanks Rich Gillooly ` LE 201-563-9394 s Any questions let me know. SEP 2 5 �018 !MG1P9 _3690.� - ---- t. 1 of 4 9/24/2018 2:20 PM ROCKET INSULATION & COATINGS INC. 65b flIP PflPK DPW J~ a P011I(011KOMfl,nr 11779 r P 6317509075 f: 6317509076 �N_W R.ocketS. vFoam.com rocket!nsulation@gmaiI.com IN$ULATIO,(�1 & CQATING.S Insulation Certificate This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to manufacturer's guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning/Certainteed Foam spray polyurethane manufactured by: Lapolla Industries Area Insulated Thickness/Aged R-Value** ROOF RAFTERS 4.5" NOMINAL CLOSED CELL FOAM R30 ATTIC GABLE WALLS 3" NOMINAL CLOSED CELL FOAM R19 2X6 EXTERIOR WALLS R19X15 KRAFT FIBERGLASS FRONT& REAR OVERHANGS 8" NOMINAL OPEN CELL FOAM R30 ACCUVENT BAFFLES FULL SLOPE BAFFLES FOR VENTILATION OF CEDAR ROOF DOORS&WINDOWS LOW RISE FOAM FIRECAULK ALL PENETRATIONS AS PER CODE 2X6 EXTERIOR WALLS 1/4" NOMINAL CLOSED CELL FOAM AIR SEAL "Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address: 2620 Orchard Street Orient NY 11957 Date of Installation: 12/30/16 Building Contractor: David Murray Design Installed By: Rocket Insulation and Coatings Inc n -Post Near Electric Panel- o C(Z[SOV[2I 1 JAN 1 3 2017, BUILDING DEPT. TOWN OF SOUTHOLD BOE so o�y00UNT1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) S� REMARKS: Coll w \ 11 � DATE 40 s /� INSPECTOR d� ukrvn6,, n SOUryOlo •J ! TOWN'OF SOUTHOLD BUILDING DEPT. 765-18021 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION ' [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 4Z,]",ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 77 DATE /S INSPECTORCYy -- D / W SOU �� lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC CN [ ] FOU ATION 1 ST [ ROUGH PLEIG. [ ] F NDATION 2ND [. ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]lyTorvilm LECTRICAL (FINAL) REMARKS: Y 0 w kvW&W 44J DATE INSPECTOR - 0IV V� OF SOUL cou ti o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1STVINSULATION OUGH PLEIG. FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIN [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: 10041-0 hJ VI DATE INSPECTOR ' OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. coum�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE f INSPECTOR(Z qo-YV OF SOU - --_--� o�y00UNi TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ .] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:- �OO& Cm-' DATE INSPECTOR 2620 Orchard St.Orient --I M G_3687.)p9-- e h�L A. age: ami IMG 1p9 3688.' —- -- SEP 2 5 ?�13 2 of 4 9/24/2018 2:20 PM 2620 Orchard St.Orient *,".r ,; ,,�'• Vie` _ it t -IMG_3689.JP9 LA U-17 SE. ? 5 -T n 3 of 4 9/24/2018 2:20 PM 2620 Orchard St.Orient ' x x i �M v —Attachments: IMG_3690.jpg 2.2 MB IMG_3687.jpg 2.1 MB IMG_3688.jpg 2.2 MB IMG_3689.jpg 2.3 MB o �. y , s � SF: 2 5 *.D 4 of 4 9/24/2018 2:20 PM iV . a. r _ 'h �1 IV .• ��w�:,rte � N4 t ..: s•F �.A� ,Sys.S ry -" i7 u� � y� :°�.� ).� �f s� v'+ >_ • 1 S ' MAAV FIOSI! � Kim. NEW :7-W ViAre-31�42 ul RA T �r ►..,.,ISI► �656- DIV rol ,. A'1 ►�` r n • 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health__ yes SOUTHOLD,NY 11971 4 sets of Building Plans YeS TEL: (631) 765-1802 Planning Board approval no FAX: (631) 765-9502 Survey yes SoutholdTown.NorthFork.net PERMIT NO. 'Z— Check no Septic Form YES N.Y.S.D.E.C. NA Trustees NIA Flood Permit_ NA Examined ,20 Storm-Water Assessment Form YES Contact: Approved3 r ,20 Mail to: Tom Samuels Disapproved a/c 25235 Main Road, Cutchogue Phone: 631 734 6405 Expiration ff 3 C,-) ,20—L? , D IECIE�'V[a D Building Inspe MAY - 5 2016 APPLICATION FOR BUILDING PERMIT Date May 4 _, 2016 BIDING DEW- INSTRUCTIONS i s QiF SO�OLD T� a. app nation 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. (Signatu•e of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Maria Marill & Brian Fuhrmann (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: 2620 Orchard Street Orient NY 11957 House Number Street Hamlet County Tax Map No. 1000 Section 27 Block 03 Subdivision Filed Map No. oY��i�Lotr.,ts �#rtra�;�?nfir;�ni b�sistrfr`4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition X Other Work 700,000 dollars (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 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 64.4 FT Rear 64 4 FT Depth 44 FT Height 16 FT Number of Stories ONE �c Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 1 8. Dimensions of entire new construction: Front 67'-3" Rear 67'-3" Depth 43'-6" Height 26'-9" Number of Stories TWO ,.,z...,.., � . 9. Size of lot: Front 128.2' Rear 143.5' Depth 428.1' ''=' 'F° 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R - 80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES NO_X_Will excess fill be removed from premises? YES X NO Maria Marill/Brian Fuhrmann Manhattan Beach 310 600-0075 14. Names of Owner of premises Address 3201 Vista Dr. CA 90266 Phone No. Name of Architect Tom Samules Address25235 Main Road Phone No 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES N0_X * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) l� SS: COUNTY OF 71 0 c _F IWW_4 D_ . being duly sworn., deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Avr'4i-be CIL (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn jq before me this `/ � t day of /� 20 NfBORb Signature of Applicant Notary Public,State of Now Yofk No.01 B06317038 Qualified in Suffolk County Commission Expires Dec.22,2018 Scott A. Russell ,��°Su �v� 5TF01E.1\1[WA\X 1E 1K SUPERVIS®R MANA\(G IENCEN T SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 5 Z01 ( TO BE COMPLETED BY THE APPLICANT ) DOES TIES PROJECT INVOLVE ANY OF THE FOLLOWING: TSG: Yes No (CHECK ALL THAT APPLY) x❑❑ 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. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. x❑❑ 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. Date APPLICANT (Proper tv Owner.Design Professional.Agent,Contractor,Other) i S.C.T.M. �`' 1000 District 27 03 2.3 5-4-16 NAME Tom Samuels Architect � i rte} Section Block Lot li I� FOR BUILDING DEPARTMENT USE ONLY i1 Contact i„foin,atian. 631 7346405 T.UP ..mom., — — — — — — — — — — — — — — — — l i Revie«ed By: f1, Date Property Address /Location of Construction Work: j1 — — — — — — — — _ — - — 26 Orchard Street, Orient,NY 11957 i i! Approved for processing Building Permit. I� Stoi-inwater Management Control Plan Not Required. �1 — — — — — — — — — — — — — — — — — I I. tilStowater Management ageent Control Plan is Required �!IElrm(Forward to Engineei ing Department foi Review.) I ------ ---- --- -- - -- - FORM # SMCP-TOS MAY 2014 `— --- -------_�__— _ APPLICANT S.C.T.M. #: 1000 �„ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) r=--•--- 27 03 2.3 Stormwater Management Control Plan CHECK LIST NAME Tom Samuels Section block Lot S M C P -Plan Requirements: Provide ONE o i Date: * The applicant must provide a Complete E l •• l t VI209 7346405 May 4, 2016 °� all Information that has been Required by th tori mg Checklist Signal ve Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the Inch MUST If You answered No or NA to any Item, Please lde st i tion Herel YES NO NA Paper. If'you need additional room for explanations, Please Provide additional Pa show all of the following items: Y P P a. Location& Description of Property Boundaries X LTYIIMMGDEPT. b. Total Site Acreage. TOWN OF SG c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2) ® HAGS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Watei. X 00 Contact TocEngineering at 76!;-1!560 e Limits of Clearing & Area of Proposed Land Disturbance. 00 before f. Existing& Proposed Contours of the Site (Minimum 2'Inteivals) ��� e f iC2tit7tl drninagte g. Location of all existing& proposed structures, roads, has been installedto Cotte. driveways,sidewalks, drainage improvements & utilities. h. Spot Grades& Finish Floor Elevations for all existing& 0�0 proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 Site does not require 1. Location of proposed Soil Stockpile Area(s). x 00 k. Location of proposed Construction Entrance/Staging Area(s). X== 1. Location of proposed concrete washout area(s). X 0� CONTROLS M. Location of all proposed erosion&sediment control measures. X �0Shall inchide iimited to, 2. Stoi mwatei Management Control Plan must include Calculations showing CtIOP1 Entrance,Entrance,that the Stormwater improvements are sized to capture,store,and infiltrate vie t r n c on-site the run-off from all impervious surfaces generated by a two(2'9 inch X 0� IreSilt�encinlj,jgr�Q 5Q& i amfalI/storm event. � ing—of exposed and/or 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. X I b. Construction Entrance&Site Access. OX 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) PF--j]�F-11F—X711'____Site 0 d. LeachingStructures (e. infiltration basins,swales,etc.) does not require ** FOR ENGINES D)D T USE ONLY**** -- I` I Additional Information is Required. ?i j Reviewed & - I Stormwater Management Control Plan is Not Complete. lit APProvedBY. — - — — — — — — — — — — — — — — — — — — — — — — { Ilj Stormwater Management Control Plan is Complete. W i' ��� I SMCP has been approved by the Engineering Department.h i Date: w FORM °� SW Check List-To MAY 2014 Town Hall Annex S e 54375 Main Road r0 M. Mn P.O.Box 1179 �� enrichesMy D Southold,I`TY 11971-0959 NOV - 9 2016 BUILDING DEPARTMENT BUILDING DEPT. TOWN OF SOUTHOLD TOWN of SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: - _ i - - -- -- --- - - License No.: Address: 33-o Kc--7n-v&-115 K0 SoL)—woo 10 10-71 Phone No.: JOBSITE INFORMATION: (*Indicates required information) `Name: 2 rU]421,AA-&4J `Address: d2 6 .9 o 2CNRn 0 S t- b 2 r�ivy *Cross Street: Phone No.: Permit No Tax Map District: 1000 Section: Block: 5 Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) 4 a25- 0 SQ -r-E , ouu C moo /-�P seizc_,rc tr 2o kw (Please Circle All That Apply) *Is job ready for inspection: / NO ���ghln Final *Do you need a Temp Certificate: 5EONO `damp Informationa_connectQnderground d) Service Size: 3Phase 100 150 200 300 350 400 Other *New Service: umber of Meters ange of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form --tt. 01 'MlENITTw, OWN DPI'SOUTHOLD , all'-A'hn'dx•64315�'MWO,, dvin,H --Rbad,t,R0.,Bo9 765'4802--F (631)79 950Z' -Dat N -4 T ppr ica el ILA ase_ 'j *v 'Ovdthi§ ddfgro ull id Ll 6 N AN 4leconne I., i ice gBe —;New, R Eoddti6n n: ssuef( o 14 Aw Reference` , K"Z' '-):Appijidab dn',ore Wrical:gdeV!CL-,-6461p�m66f�ig,;orfilo,.:Wo-the,T6wrt,'bf,:SbUthold.-Oh ppl —1-1 --�"W Aw 4�-t' -�+i,6,e,&ujpmenf.l of i6e sk, ate: 6jt6wd,W'll','r� UC ------- ki MW, M-54-wlk s-validjo, 'T Anm-' CONSENT TO INSPECTION Maria Marill & Brian Fuhrmann ,the undersigned,do(es)hereby,state: Owner(s)Name(s) That the undersigned(is)(are)the owner(s)of the premises in the Town of Southold, located at 2620 Orchard Street, Orient, NY 11957 , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 27 ,Block 03 ,Lot 2.3 That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office for the following: Construction of a new single family residence That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: i r���t/�t i L/ (Signature) Maria MaA � 'nt Name f �gignature) Brian Fbhrmann, (Print Name) I S A M U E L S & S T E E L M A N October 5, 2017 Southold Town Building Department PO Box 1179 Southold, NY 11971 Re: THE MARILL/FUHRMANN RESIDENCE 2620 ORCHARD STREET Orient, NY 1195 SCTM # 1000-27-03-2.3 BUILDING PERMIT #: 40728 Please extend Building Permit#40728 for another 6 months. The current expiration date is 11/30/2017. If you need any additional information from me, please contact me. As always, I appreciate your efforts. Sincerely, DRZINVE a 10CI 11 2011 Thomas C. Samuels BMDINC IDF,?T- T®WN OF 60L"TU®LD ARCHITECTS 25235 MAIN ROAD CUTCHOCUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 D L� September 24, 2018 SEP 2 1 2018 Southold Town Building Department F� Ift;-M,G DEPT. Town Hall Annex Main Road Southold, NY 11971 Re: THE IVIARILLIFUHRIVIANN RESIDENCE 2620 Orchard Street Orient, NY 11957 SCTM #1000-27-03-2.3 Attached please find the (green stamped) final approval from the SCDHS for the above referenced project. Although the original and extended permits have expired, I believe all required inspections have been completed, and that the file is complete. If that is not accurate, please let me know at your earliest convenience. Otherwise, please prepare the CERTIFICATE OF OCCUPANCY, and let me know when it can be picked up. As always, I appreciate your efforts. Sincerely, TIM" . Thomas C. Samuels S A M U E L S & S T E - E L M A N May 4, 2016 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: THE MARILL/FUHRMANN RESIDENCE 2620 Orchard Street Orient, NY 11957 SCTM # 1000-27-03-2.3 This project includes a new single family residence. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Storm Water Management Work Sheet 4) Storm Water Management Control Plan Check List 5) Consent to Inspection 6) Red-stamped SCDHS Permit 7) Southold Town Sanitary Permit 8) REScheck 4.6.2 Compliance Certificate 9) Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, lw�� Thomas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 LAND N/F axis Ing axis n 3/10/16 OF N neighboring neigh oring existing JOHN M. BREDEMEYER III well ! •wall \ tl�g5� Sanitary LAND N/F OF TEST HOLE SITE DATA EYE BEVERLY A. BREDEMR system RESIDENCE WITH PROP05E W 5EPTIG 5Y5TEM JOHN & JAY McKASEY BY MARK McDONALD GEOSCIENCE SCTM a 1000-27-3-2.3 existing WELL & SANITARY SYSTEM FORA 3 BEDROOM RE51 ENGE AND P RESIDENCE WITH SOUTHOLD,NEW YORK 11971 PROPERTY, 2620 ORCHARD STREET WELL & SANITARY SYSTEM ADDRESS ORIENT,NY neighboring USE - GE TEST HOLE DATA 11/5/15 ELEV.+10.8 ! OWNER: MAR VISTA DR&BRIAN UHRM ANN CA sanitary - 1200 GAL 5E TANK (57) EXISTING WELL TO_ 1 o DA B Ow o O SITE* ao01 IS =0R.,AC s stem - (4) 8' DIA x 4' HIGH L HI POOL (LP) \ �i 14 13 $E ABANDONED p BROWN SILTY SAND SM ZONING R-80 / - FUTURE LOG FOR(2) ' DIA x 4' N22'56'30"E IGH LEACHING P OL (EXP) 2 12— 264.26' BROWN FINE TO COARSE SURVEYOR KEN WOYCHUK \ I SAND WITH 10%GRAVEL SW P O.Box 153 U) Z PALE BROWN FINE Aquebogue NY 11931 i 8 TO COARSE SAND SW 631 298 1588 I NO SAN\tPRAO\US #49273 I-i _ __ P �\+-„P \1 2 WATER IN PALE BROWN DATED LICENSE 0-27-2015 Z x% I Et RAO\u VN0 ��-\\N ��j\� ` FINE TO COARSE SAND SW Elevations based upon NAVD(1988), LU FO _ \ COMMENTS WATER ENCOUNTERED 9 8' USC&GS Datum 150 POO\-s— — _ \ U) BLOW SURFACE,ELEV 10- Z e Istin 135' ��� I3o _ LP b �_ n LOCATION MAP y ,Abar'idoidnent o£existing sanitary.,Stem Must be in LU ~ a Ma)m^It g NLL Z Well FR6PO5 NQ A corn ior11pp1 :b3fh doh .dment requirement Submit oompleld' fonn WJMQ as proof Z oW REAS u'. 18' EXP ��a 14 Z ry�C 18' =2�ao sF y r f: xl� PROF05ED NEW ,�r, * Q UNDERGROUND :`'.m ”' s , 0 15 0 srrE W I WATER LINE FROM }{OUSE TO E P POS -4 '" I'`' 1 1 FEET RADIUS �° �G ax ting WELL TO HOUSE AS REQUIRED EN f uS Q ds LL N DEMOLI ED NEW nel hboring I 1 TER E I 24' P POSE .' 24� DW - LOCATION OF EXI-vTING N RADIUS so Itary FnPRO SED NEW UNDERGROUND WATER INE FRO NEA " 24- i;'� A SANITARY 5Y5TEM TO Q Sy am O HOU5E TO GARAGEN=E, 6 FT D I 5 DBE ABANDONED - n 6' 12 FILLED IN OR REMOVED = PROP05ED W UNDERGROUND DRY L5 SEDRO.- _ SEhl1D / OR STORM RUNOFF FROM BUI INC A A V R E Pa OO u m I 5TRU TURES �� 2 STORIES} pc{ ��jj 1 covER IN' LR„", „ 507 18' NEW L-KWAY \ J / 2 y - PORI 4_ ELEV.'-;`.:`;M s n �/ to p PR OSED NEW U ERGRO D 3 p o J N OF inn, ra5ANITA LIN RAVITY ED) _ LAND N/F N 13 v I 6E TO RE51 ENGE PRO 05EPc i X012. +� 40 ;11.51EW Z to T ANITARY YSTE 32'/ 3.0'+ ' _I / G ',/EL 1 1 JEFFERY WEISS OLD FARM RD. zz BUILDING STRUCTURE WITH O PO IPROPOSED EW F R1-A6 HO E n1 NO WELL OR SANITARY SYSTEM z 0-to `,'6ARA6E: ND.=�~ �>a / FROP05ED NEW ?`,p00 - U5Er:a: ROP05ED EL 10 8 °D C7 NEW TER E 'g° O,BAS MENT„`:. 13.0' / EW GRAVEL 03 3 D WIMMIN 12• ;• DRIVEWAY / \ 3 D / OO 20' 26' SFff;- ' EV.,+15.1 PROF D _ NOTA R055.; NEW VEL b 3 ;FLOG RE 4:': / - 1 Ow o //N `�� ==y- P RKING N22'55'30"E 160.00' .e Z. zw 12 321 a 2.8' AREA 0) H W wa MW z // / 11 DBW PROP05 D NEW GRAVEL DRIVEWAY \\ EXISTING GRAVEL DRIVEWAY 0 W�' o -J W z m 12 S22'55'30"W / \ 428.10' ►'3 w��a s j 11 FROPO5ED NEW UNDERGROUND DR"WELL5 PROP ED NEW UNDER6ROUNDADR LL WITH \ w. FOR 5TORMWATER RUNOFF FROM EUILDING METAL I LET GRATE FOR STORM TRUGTURE5 RUNOFF OM DRIVEWAY SURF Gi@fLj" MU$ OF EW X% 000 County I)opt. Of Heath Seri g�eBe Inspected % TM � Q,5 C 3q X,- existing SITE PLAN ,0N �� Call 862-6'00, 48 Hours In Adva Oneighboring „ , „ �r ) ,, e,, ® Z e nQ / well \ x SCALE: - 30 �05 'T ¢7'�a3b1 dole l � °s r. nal ging LAND N/F OF — existing ell JOHN A. &-DIARE-S.-PRIZEMAN \ '2 `/ � � � �, � /\ neighboring _ 1 ,t RESIDENCE WITH I well 83 WELL & SANITARY SYSTEM WELL AND LNT.CaMUST BE existing \ T DRAWN BY:G � e i-io Yid l�1 CTS r1�TA-L SURVEY nelyhbor j 0 E T : 1516 sari�tary UT sys,em SUFFOLI(COUNTY DEPARTMENT OF HEA"LT4 i SERVICES CHECKED BY' FF EL ` > , ONSTRIUCTION FOR A TS FF EL V F'EI�NIIT FO:;�.PI R®Vx.L�;C lU O1 FT 15. r FA 'I:l-Y �SESi Wt�: '' � � RE51 DENGE FF EL 14.0 FT SINGL � �'"`E� 214/16 —� RADE Q GRADE LINE ELEVATION 11.8 FT. u: b1 , SCA E: to 0 1"=30'-0" EL 15.0 FT GRADE LINE ELEVATION ±11.8 FT. - SHEET TITLE: I' MIN. 2' MAX. M 2 5 Z016 GATE ?,.I C)l(0-Ub I 1/4/FT. I/4� /FT. TOP OF POOL C1.8 FT. SITE 1 8"/FT. PLAN TPNI< EACHINJ APPR0'IEO �. t a {;�� BAR 1 4 IE. +12.0 IE. +10.25' IE. +q.55' POOL BOT OF POOL 5.8 FT. TOTAL�'��;i�:l��i�Ii1,7 1,�3a:..`-.�JS'ta'.k.� .`JEe�'.I IE. +11.45' IE, +10.05' IE. +q.4'1' _ � _ _ . GROUND WATER 1.0 FT. Ej�l^-I�y '�j� ��t. '/t 4r' �E" FYI f1��+pM, }'� /��y{y VA �:b y y� SHEET NO: "! .,:5 �D"�iw 3ti 1..3P'+7 L..41�APPRO��V�"iC. �1..�t 14� "a ,�”- 3' MIN SEPTIC PROFILE (N.T.S.) SCDHS SUBMISSION S.C.T.M. NO. DISTRICT: 1000 SECTION: 27 BLOCK: 3 LOT(S):2.3 ORCHARD STREET EDGE OF PAVEMENT S65 4100N! E MON. EN A 328.24' Q'i o 0 � m Ilk LAND N/F OF JEFFERY WEISS W e ca to O M O O 0 e U.P. S65040'40"E 128.29' SOLE 1 4 MON. ON N W � MON. O• 03 . '5 0.4'E � z o' 0 W .N N O m to CQQ.N K '37.4' `� Vi ....2 CAR COW WELL 32.T,.. ,..;;. •,GnRAGE•h n '::'::'• _I STY F'RAI:,r.., N... .,. DWELLING :, Ln ,. :..22.4 o D1; LOT 16 RED r- ii 42.0' - W 40.4' 0 it 0 a MON. W q LOT 15 Q LL 0 a� O z J A W " � 0 `Q^•^Y' N W67 j U PINE TREE LINE PIPE MONN64n®9910 "q p / 140,53' MON. LAND N/F OF STEPHEN do ESTHER ROTELLA THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 40,546.48 SQ.FT. or 0.93 ACRES ELEVATION DATUM: _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY lS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: BRIAN T. FUHRMANN; MAP OF: BRIAN T. FUHRMANN LIVING TRUST; FILED: MARIA MARILL; MARIA MARILL LIVING TRUST; SITUATED Ar: ORIENT FIDELITY NATIONAL TITLE INSURANCE COMPANY; TOWN OF: SOUTHOLD _ KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design { • � P.O. Box 153 Aquebogue, New York 11931 FILE # 15-149 SCALE: 1 rr=40' DATE: SEPT. 1, 2015 PHONE (831)298-1588 FAX (831) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Voychuk r 17co 9.8 FT. TO COARSE SAND SWz WATER IN PALE BROWN Q. 17 FT. FINE TO COARSE SAND SW COMMENTS: WATER ENCOUNTERED 9.8' J BELOW SURFACE, ELEV 1.2' w .j- :3 ul- DRAINAGE CALCULATIONS W- AREA OF RESIDENCE (DW-A) a �­ DRY WELL AREA x RAINFALL x RUNOFF FACTOR U) co (DA-A) 2,580 5F x (2/12 FT) x 1.0 = 5qq CU. FT. U5E: (4) 8' DIAMETER x 4' HIGH POOL (4) VX 4' STORM DRAIN RING = 675.6 CU. FT. PROVIDED REQUIRED (075.6 GU. FT. > 55ci GU. FT. AREA OF DRIVEWAY (DW-B) �P OF NlFi DRY WELL AREA x RAINFALL x RUNOFF FACTOR ot`� (DW-5) 4,780 5F x (2/12 FT) x 0.7 = 558 CU. FT. U5E: (4) 8' DIAMETER x 4' HIGH POOL (4) 8' X 4' STORM DRAIN RING = 6'15.6 CU. FT. `l PROVIDED REQUIRED 675.6 CU. FT. > 558 CU. FT. 01g3 DRAINAGE INSPECTIONS ARE REQUIRED PROJECT NO: Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification DRAWN BY'. _ that the drainage has been Installed to Code. b CHECKED"BY: EROSION&SEDIMENT CONTROLS Shall include but not be limited to: DATE: u` A well maintained Construction Entrance, 4 A Wire Backed Silt Fencing,stabilization& SCALE:,•. . -.Y; ;All Seeding of exposed and/or inactive soils. 'I V1 = 2( SHEET TITLE: APPROVAL OF A CONTROL � STORMWATER SITE Date. S -T Co MANAGEMENT / ter 3rz PLAN APProv by, SHEET NO: Offi S.C.T.M. NO. DISTRICT: 1000 SECTION: 27 BLOCK: 3 LOT(S):2.3 ORCHARD STREET EDGE OF PAVEMENT S6540 0"E MON. MONKEN A 328.24' � o 0 0 � m d w 14 SX STK. O LAND N/F OF JEFFERY WEISS W t VOP O s ) O o0n °'P' 565.40'40"ESPIKE MON. 128.29' 0/LN MofT 0.3'S 0.4'E D '00W DEC 1 6 2016 `o BUILDING DEPT. m TOWN OF SOUTHOLD CQ jV N 24.9' STK. N z ui CL WELL G.r..;;•;;;:,:•:',':':; ',:' O CE OOA7,10.N;, WW ' C N ' AUG. 18, 2016Ln 26.0' .r n LQT_16 W I o� 50.2' o 0 a MON. f�i ~ O A LOT 15 O a� O M m � STK. PIPE MON. N64.09'10 STK. / 143.53 MoN. LAND N/F OF THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL STEPHEN do ESTHER ROTELLA LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 40,546.48 SQ.FT. or 0.93 ACRES ELEVATION DATUM- _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: BRIAN T. FUHRMANN; MAP OF: BRIAN T. FUHRMANN LIVING TRUST; FILED: MARIA MARILL; MARIA MARILL LIVING TRUST; SITUATED AT: ORIENT FIDELITY NATIONAL TITLE INSURANCE COMPANY, TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK I A00, Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 15-149 SCALE: I"=40' DATE: SEPT. 1, 2015 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. 1loychuk < REVISIONS: 914118 SITE DATA INSTALLED SEPTIC SYSTEM SCTM# 1000-27.3-2.3 FOR THE RESIDENCE PROPERTY: 2620 ORCHARD STREET - 1200 GAL SEPTIC TANK (5T) ADDRESS ORIENT,NY - (4) V DIA x 4' HIGH LEACHING POOL (LP) OWNER: MARIA MARILL&BRIAN FUHRMANN 3201 VISTA DR.,MANHATTAN BEACH,CA N22'56'30"E I 264.26' SITE: 40,547 SF =0.93 AC ZONING: R-80 W SURVEYOR: KEN WOYCHUK U ST L P.O.Box 153 Z , i4-) INSTALLED UNDERGROUND 2 Aquebogue NY 11931 `� WATER LINE FROM WELL NN I - 631298 W TO RELICENSE 5IDENGE jq N #8 Q � LIC # 49273 4 0) DATED 10-27-2015 Z Elevations based upon NAVD(1988), IN5TALLE \ - AZ �-�Y* •2j 5 c USC&GS Datum W F" Omm ..,, I WELL \ xa�.r,z�s,Y:��".�.. Z �9a \ n " ��a" 16' m W 138'-5 K. r�4:r,, I ��- ;ami �• W E ryh `P Z O 14 FWSf"J.'Y z INSTALLED UNDERGROUND - -•- � fir.: i I"' WATER LINE FROM W -60 POO RE5IDENGE TO POOL HOU5E RESIDENGEr OW, 5 , rte. .: uw tay y g LL. COVER m�'_''U...ds � x TERRACE PORCH '�Yi wa.r,x,-rm.a;„��, � WALKWAY r CM PARIGING AREA OLD FARM RD. Q I - —• C r ui_r w INSTALLED UNDERGROUND —09 004 ; �� ONO s� 5ANITARY LINE (GRAVITY FEED) ,�£a i FROM GARAGE TO RE5IDENGE m,GARAGE.'.A..- DRIVEWAY i N 3 TO SANITARY 5Y5TEMItV . aA xxw,s== N22'55'30"E 160.00' aI z• m co Z DRIVEWAY DRIVEWAY o o s o x S22'55'30"W m y :3w•F a g g 428.10' m. 8 a CC ate. u le Qr NE�/1-O Vl f�• SITE PLAN ,- N - 0F HM?N � SPS C. S,q�/G'Q'� SCALE: V = 30'-0" s r SUFFOLK COUNT�EP�'t t � � �$0APPWYVAL �< WMS FM A SINGLE FM t Y RESME"CE AND D a 2 D 018350-1 �G Oate SEP 1 201® H.S.Ref.No. �_A)/d o 2— r PROJECT NO' The Sewage d-ancisBl and Water %COON Bt tttLR MP"n hs*b5a DRAWN BY: 1516 UT inspected and/or rarfified try"S pep�elntent or 00pr 2 WA To"� be SC tlsfaCio-j FOR T T�;L�,� 'Mum OF 77/� TS DATE: 6/19/18 "ITd`• SCALE: 1"=30'-0" Craig Knepper, P.E., Chief SHEET TITLE: • Office of Wasje2aLaaAaaae - - SITE PLAN pGIVE Z � RECEIVE® t SHEET NO' SEP 2 1 2018 SEP 0 ? 2018 SCDHS AS BUILT 1 SUFF.CO.HMLL SERvICES SERVICESREF # R10-16-0020 ,�_ _�L T ,. REScheck Software Version 4.6.2 0 8/" Compliance Certificate Project MARILL FUHRMANN RESIDENCE Energy Code- 2010 New York Energy Conservation, Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,922 ft2 Glazing Area 23% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2620 ORCHARD STREET MARIA&BRIAN FUHRMANN Tom Samuels ORIENT, NY 11957 3201 VISTA DR. Samuels and Steelman Architects MANHATTAN BEACH, CA 90266 25235 Main Road 551 265 3538 Cutchogue, NY 11935 bfuhrm@mac.com 631 734 6405 tom@samuelsandsteelmanarchitect s.Com . trade-off compliance- 17.1%Better Than Code Maximum UA: 555 Your UA: 460 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity, cont. LI-Factor LIA Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,957 19.0 7.0 0.035 68 Floor 2:All-Wood Joist/Truss:Over Outside Air 220 19.0 7.0 0.035 8 Floor 3:All-Wood Jolst/Truss:Over Outside Air 132 19.0 7.0 0.035 5 Ceiling 1: Flat Ceiling or Scissor Truss 413 30.0 7.0 0.028 12 Ceiling 2: Cathedral Ceiling 307 30.0 7.0 0.027 8 Ceiling 3: Cathedral Ceiling 624 30.0 7.0 0.027 17 Ceiling 4: Flat Ceiling or Scissor Truss 965 30.0 7.0 0.028 27 Skylight 1:Wood Frame:Double Pane with Low-E 5 0.450 2 Skylight 2:Wood Frame:Double Pane with Low-E 5 0.450 2 Skylight 3:Wood Frame:Double Pane with Low-E 5 0.450 2 Wall 1 North Elev 1st Fir:Wood Frame, 16" o.c. 694 19.0 7.0 0.041 23 Window 1:Wood Frame:Double Pane with Low-E 11 0.300 3 Window 2:Wood Frame:Double Pane with Low-E 11 0.300 3 Window 3:Wood Frame:Double Pane with Low-E 21 0.300 6 Window 4:Wood Frame:Double Pane with Low-E 21 0.300 6 Project Title: MARILL FUHRMANN RESIDENCE Report date: 05/04/16 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Marill Fuhrmann\Building Page 1 of 3 Permit Apps\Energy Calculation.rck i Gross Area Cavity Cont. Assembly or U-Factor UA Window 5:Wood Frame:Double Pane with Low-E 21 0.300 6 Window 6:Wood Frame:Double Pane with Low-E 14 0.300 4 Window 7:Wood Frame.Double Pane with Low-E 14 0.300 4 Window 8:Wood Frame-Double Pane with Low-E 6 0.300 2 Door 1: Glass 23 0.300 7 Wall 2 North Elev 2nd Fir:Wood Frame, 16" o.c. 223 19.0 7.0 0.041 8 Window 9:Wood Frame:Double Pane with Low-E 20 0.300 6 Window 10:Wood Frame:Double Pane with Low-E 20 0.300 6 Wall 3 West Elevation 1 st Flr:Wood Frame, 16" o.c. 321 19.0 7.0 0.041 11 Window 11:Wood Frame:Double Pane with Low-E 11 0.300 3 Window 12: Wood Frame:Double Pane with Low-E 11 0.300 3 Window 13:Wood Frame:Double Pane with Low-E 11 0.300 3 Window 14:Wood Frame:Double Pane with Low-E 11 0.300 3 Wall 4 West Elevation 2nd Fir:Wood Frame, 16" o.c. 284 19.0 7.0 0.041 10 Window 15: Wood Frame:Double Pane with Low-E 11 0.300 3 Window 16:Wood Frame:Double Pane with Low-E 11 0.300 3 Window 17:Wood Frame:Double Pane with Low-E 11 0.300 3 Wall 5 Intermediate Southeast: Wood Frame, 16"o.c. 31 19.0 7.0 0.041 1 Wall 6 Intermediate Southwest:Wood Frame, 16" o.c. 31 19.0 7.0 0.041 1 Wall 7 South Elevation 1st Floor:Wood Frame, 16" o.c. 694 19.0 7.0 0.041 16 Window 18: Wood Frame:Double Pane with Low-E 16 0.300 5 Window 19: Wood Frame:Double Pane with Low-E 29 0.300 9 Window 20: Wood Frame:Double Pane with Low-E 29 0.300 9 Door 2: Glass 68 0.300 20 Door 3: Glass 108 0.300 32 Door 4: Glass 44 0.300 13 Wall 8 South Elevation 2nd Floor:Wood Frame, 16" o.c. 223 19.0 7.0 0.041 8 Window 21:Wood Frame:Double Pane with Low-E 20 0.300 6 Window 22:Wood Frame:Double Pane with Low-E 20 0.300 6 Wall 9 East Elevation 1st Floor:Wood Frame, 16" o.c. 300 19.0 7.0 0.041 10 Window 23:Wood Frame:Double Pane with Low-E 10 0.300 3 Window 24:Wood Frame:Double Pane with Low-E 10 0.300 3 Window 25: Wood Frame:Double Pane with Low-E 10 0.300 3 Window 26: Wood Frame:Double Pane with Low-E 11 0.300 3 Window 27: Wood Frame:Double Pane with Low-E 21 0.300 6 Window 28: Wood Frame:Double Pane with Low-E 4 0.300 1 Wall 10:Wood Frame, 16" o.c. 310 19.0 7.0 0.041 10 Window 29:Wood Frame:Double Pane with Low-E 11 0.300 3 Window 30:Wood Frame:Double Pane with Low-E 11 0.300 3 Window 31:Wood Frame:Double Pane with Low-E 11 0.300 3 Project Title: MARILL FUHRMANN RESIDENCE Report date: 05/04/16 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Marill Fuhrmann\Building Page 2 of 3 Permit Apps\Energy Calculation.rck Gross Area Cavity Cont. Perimeter Window 32:Wood Frame:Double Pane with Low-E 31 0.300 9 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 Version 4.6.2 and to comply with the mandatory requirements listed in theRES�check InspectionChecklist. Name'-Title ` �� Sign wA ' D to Project Title: MARILL FUHRMANN RESIDENCE Report date: 05/04/16 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Marill Fuhrmann\Building Page 3 of 3 Permit Apps\Energy Calculation.rck �O�kl'� p' �'.. � . • WIRE FENGE W/ ,•. FILTER CLOTH NG REQU1&' RESIDENCE FF EL 14.0 FTI E D A" TA x: TRUSS, LACARDI GRADE LINE ELEVATION 11.8 FT. tS = ` - `':j�'•- '=''' "- GRADE LINE ELEVATION +12.0 FT. I' MIN. 2' MAX. SCTM # 1000-27-3-2.3 SURFACE PROPERTY: 2620 ORCHARD STREET FILTER CLOTH MIN. 6" DRAINAGE lopADDRESS ORIENT, NY BELOW GRADE FLOWI 1/4"/FT. i/811�T TOP OF POOL 10.0 FT. OWNER: MARIA MARILL & BRIAN FUHRMANN SEPTIC TANK L POOL G 3201 VISTA DR., MANHATTAN BEACH, CA IE. +10.55' IE. +q.83' BOT OF POOL 6.0 FT. SITE: 40,547 SF = 0.93 AC NEIGHBORING ZONING: R-80 IF. +10.33' IE. +Q.67' GROUND WATER I.0 FT. RESIDENCE SURVEYOR: KEN WOYCHUK TEMPORARY STORM WATER II' 16' 3' MIN P.O. Box 153 RUNOFF CONTROL MEASURE EIGHBORING SANITARY Aquebogue NY 11931 EROSION & SEDIMENT CONTROL DETAIL SEPTIC PROFILE SYSTEM 631 2981588 LICENSE # 49273 1 NO SCALE (N'T•S•) DATED 10-27-2015 uu N M A P _ r r r q.:q re 1. a .. � co f'h� REQUIRED lil- l: G.P.�r �f0d2 .t, '�_, Mai DATE- � e ,rre_ Rd Z r. ^,Fi1 ,SENT AT W /;-Y EU �GIt�G Cit f 3 pM, TO 4 PNi FOR THE 7c•5-1$_.12 , ..-.. F0LL0Wl1.C� N(SPECTIONS: t�L T WO RE L OF'; POUR co'lc.-TE F a'•�SING and.S 2, cO'',)G''-1 - FROMi G &. PLU• f 3, INSULATION WITH IOh MusT DO NOT PROCEED PRO T ~ 4. FINIAL - CGP! t RUCT O W Bp COMPLETE FOR C.O. PRA!~:�ING UNTIL SUF JEY SITE 1 iCTION SPIALL MEET THE Cr,-POUNCATION LOCATION OLD FARM RD. LJ.I ALL CONSTR� HAS ES EN OF THE coDEs OF N�VV E.EN APPROVED. o� TE. NOT RESPONSIBLE FOR SYSTEM N/O/F YORK ,,TA N/O/F PROPOSED NEW SEPTI DESIGN 0 COPdSI r�UCTION ERRORS. JOHN M. BREDEMEYER I I I FOR A 3 BEDROOM 51DENCE AND POOL JOHN & JAY E NITH Y RESIDENCE WITH /PROPOSED NEW UNDERGROUND S� cl BEVERLY A. BREDEMEYER HOUSE - GARAGE ELECTRIC, TEL, GAN LINE Q ` RESIDENCE WITH - 1200 GAL SEPTIC T NK (ST) WELL SANITARY SYSTEM M WELL SANITARY SYSTEM - (4) V DIA x 4' HIGH EAGHING POOL (LP) Q - FUTURE LOCATION FOR (2) 8' DIA x 4' XISTING UTILITY POLE _ HIGH LEACHING POO (EXP) ISTING WELL TOHp, 14 13 [E3X ABANDONED �• V g � FUL 12 U` °� �� N22.56'30"E .12 264.26' "' Q CT CERTIFICATE OF OCCUPA y LO - 12 TEST HOLE p? ''r: • ! .',; "n p v f LP LP / cv XISTING TREES AND r I N �M "'c^�.• ST LP - VEGETATION, TO REMAIN NO SCALE pad �� :-,.. pd .r�: .r'�!!"pi.t "I•.; I PRING L STR TURF ELOP "� •`'" �— TEMPORARY STORM WATER BY MARK M 1':, .. r!t• i . ; ,a `t.'s'F`i:'!:.?t!?t` T. 4,Ig #Yi.'+i' _ �Je,.^q'. •'_ar^.." .`I'•. cDONALD GEOSCIENC'E RUNOFF CONTROL MEASURE EXP SOUTHOLD, NEW YORK 11971 _ .. W ^" '' 'fat i iµ4 ;:`t a,w6 ,,k ..u� .s.,`�{,rta� I :ter:;:i -t'-'.••; 1�• f�i .ti1r'rlr. a� e,�h . I` / i �.;:n-�=,K�4�:= II.S WIRE FENGE W/ FILTER CLOTH fROPOED y p " - SEE DETAIL I THIS SHEET • I , T 4,r ` I NEW WELL „"� 11.84' EXP ID / 5 / 15 ELEV. + 11.0 PLUP�IBER CE —_ -_ PRO 05E a I E 1.0 FT. DARK BROWN LOAM OL k, RTIFICATIp — — — ,..•':,Ja_ ONLEAD:CONTENTB N — — — —J r — — y ' BACK OGATION OF EXISTING SANITARY J-. CER jC EFD^ PRo D N _ — — L G �-`,;,: 1_>_ �,t : _ N BROWN SILTY SAND SM = TlF ATE�6FOCC N y'14 E�G ND k'� ,'� SYSTEM TO BE ABANDONED N/O/F 3.0 FT. UPA — r L H� ,�,r QI EXIS 3 B I FILLED IN OR REMOVED A5 SDS. —� W% BASEMEiT :_Y ,... � JEFFERY WEISS REQUIRED N BROWN FINE TO COARSE r' `DER USED IN WATER wA L 11`lE oM I I _ 2 STCRIE m RESIDENCE WITH NO a SUPPLYSYSTEMC� r,! wEL T HOU o E T B I WELL OR SANITARY SYSTEM -P 9.0 FT. SAND WITH 10% GRAVEL SW EXCEFD2/IDp='1Z'.E U' ` 111.84'+ FIN SLR - A EW DRIVEWAY - CRUSHED STONE v z I I ELEV 1 x PALE BROWN FINE WI I +14 I I SURFACE ON COMPACTED SUBGRADE 9.8 FT. TO COARSE SAND SW z N/O/F I wl MITS GLEA } STEPHEN p� A ND IS RB G I NEIGHBORING .m I TAGING AREA AND PROPOSED WATER IN PALE BROWN co <. M � L; A CONCRETE WASHOUT AREA 17 FT. FINE TO COARSE SAND SW ESTHER ROTELLA +/-2 000 S I RESIDENCE a v I x --� o �I ROPO rdEw A _ I COMMENTS: WATER ENCOUNTERED 9.8' �I U E RO D Ry L x BELOW SURFACE, w 'j " PLUMBING TEST HOLE EL + 10 8 E, ELEV 1.2' W a ACL PLUMBfNG WG / F TORM TER 11.84' w w �� ASTE X O F M O I L G o TESttsVG BEFpR ES NEED 13" 1 �I R _ I , IMITS OF CLEARING AND W• a N = -e E - DRAINAGE COVERfNG z OR TO TE I `' k'` ;''`' ;' : LAND DISTURBANCE ION S -I E CALL U LAT RUNO CONT MEA E EW a FT WIDE - ~ DRIVEWAY CRUSHED M _ _ ❑ +11.54 AREA F R a I— r, ,; ,... O RESIDENCE (DW-A) EXISTING TREES AND I WIRE GE TE. TIS = r TONE SURFACE ON COMPACTED `` :�<<' x ` ' SUBGRAD - DRY WELL AREA x RAINFALL x RUNOFF FACTOR DET TH ET E EXISTING DRIVEWAY ;,. O TO REMAIN VEGETATI N W A 2 a R ( x 2 •, REMOVED / FT. A5 RE x I.O >. •- QU I RED REUSE ,3 ( 39 E q GU .'� ) . FT l: fv1 �r�f� i 1'N "S '}• [Yy O r. A i.. 'l A rl•i._..i. l,. 5 I MOVE :, :�-.:• ,"a: D EXIS USE:A `:>rr= �-�=% TING DR 4 8 IVEWAY DIAM E R .:�; ( ) 4 HIGH - POO , . L v ' .r. }: 1 2 •.h r, 'r is�>^`�":`:+;%�;j v:;u::., O I 'K,' MATERIAL. LIN E N W LOCATION L TION AS SHOWN _ 8 X 4 � � STOR :�• M DRAT ( ) N RING •I. iX f, O ?r1;n,• /-'• ON SITE PLAN - .,�r .:�,: ;i>,..:1r'.:';'•.i:'; ;r;s. rn PROVIDED REQUIRED '`✓t,. .k:�:� .Lax`- :;�^. ,4 .,:c.I K:i:;:,-:''.,�r,!•:f.L, yip, �:y:. •'r;,• (D •i.\:•rT y,>• x't•'• ?> .•S'r .,.Rr .;1';i`'i;,';''i'i+'..r:l,°:.:n — > 99 GU. FT. L 675.6 GU. FT. 3 r ::}•: `3\'i .,4,.+ ,:{.::tlr(4'•= .t::i(7 ,x:'":F.i,F; ..y,:,`r,,.;`.',;;'?!'i;v,.':-,.,,::., 1 1 '.v.+ ...'a: S4aJ�:.,;'.,,`i'G'';"-`:i^,.:.-9t.,:'+ yy ••ate :t.;,...r,:,., 4:, ! [ '.:,5"�:n:n. •;H •.�%''� ,: ...r. ! ff L _s. .T. ;Sii'f, ;}!" :,.,r T.. ,',, >';v, 160.00 / °?.,. ..�... ;: . ',,..iis�i`'-; r ?ss-5',,,y}.;a : Jw L:� ,: : ,:,x N22 55 30 E �`>c _ua. `'l:. i. ':' � �:i�•,r,.,a. r�: W h+•1 sae —1 7iL} `.l• rcry� i•.`G' r;''i'�.0".i��r:r!'�:`" - 4 ..:� ;�. ' ....,�. .,�::. �:5�:';;ruF.:;,:;:;:':;:,�:::,..:,,:::::, AREA OF DRIVEWAY (DW-13) Y .. ,t , . a ., :;,a•::... .........',•;:'ra:::.:r ce--', `=Cry. ... ,. .:�,;.;:;;. �•+.: ."sof:v .c ,I. t r f t /. L A L AREA c x RAINFALL •. �.. LL x RUNG .' :.;.' FF FAC70R :.;,<<• TOR 4 f�•, yw ,x. :7 ��a- ;a a z ;K, 4 r r' _ .,,. :•a�-, t,.r;^,•i;at:e:..: �,,,:;,,' ..•a x 2 12 T ) / 558 GU f r. t";�s t" "ri'� .C,t.:::. <',1:;„-,;�`'!}%:,.;,;::.:.. ,•Y,,+..';,yr:'•;,,,>. -:�.,:°•'-' s..L.• :,a:}-,'.`,r<;```;:r? SII , : f ff — _ USE: (4) 8' DIAMETER x 4' HIGH POOL ^�` 12 5 30 W = �I u� S22'5 NEW DR!'vEWAY - CRUSHED 428.10' N (4) 8 X 4 STORM DRAIN RING 675.6 CU. FT. PROVIDED REQUIRED 1 1 STONE SURFACE ON COMPACTED SUBGRADE XISTING DRIVEWAY REMOVED AS ROPOSED DRYWELL WITH METAL NEW Cl FT WIDE DRIVEWAY - CRUSHED STON 675.6 CU. FT. 558 CU. FT. r CIE350A REQUIRED REUSE REMOVED EXISTING GRATE INLET FOR DRIVEWAY SURFACE ON COMPACTED SUBGRADE - EXISTING UNDERGROUND PROPANE TAN DRIVEWAY REMOVED AS REQUIRED REUSE L) DRIVEWAY MATERIAL IN NEW RUNOFF (DN-5) SFT DIA x 4FT HIGH U LOCATION AS SHOWN ON SITE PLAN TYPICAL REMOVED EXISTING DRIVEWAY MATERIAL IN NEW �y PROJECT NO: LOCATION AS SHOWN ON SITE PLAN O 1516 i DRAWN BY: ':• NEIGHBORING — — UT ;;.. . WELL — _ --_ N/O/F CHECKED BY: JOHN A. $ DIANE S. PRIZEMAN TS DATE: 4/29/16 10 / E I GHBORI NG NEIGHBORING0�--��SA5NITARY \ SCALE:RESIDENCE SYTEM 10 1.. = 20' - O.. pc,. SHEET TITLE: lI�• SITE PLAN SCALE: 1 " - 20'-0" SHEET NO: BIDDING & PERMITS GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers) 2. Clearing of trees and brush in areas shown on Site Plan 3. Demolition and removal of the existing building and septic system LU p` TOP OF EXISTING 4. Excavation for a new building foundation (+/- 3 ft below finished grade) GRADE 5. Construction of a new foundation GA5T IRON FRAME AND COVER 6. Construction of the new residence AS GRADE TO ( REQUIRED) 7. Site grading from the public road to the area around the proposed buildingUJ 8. Construction of underground electric and utility lines from the utility TiR,4FFIG SLAB (SEE 9. Construction of a new underground water line from Z p . 9 y y pole to the new building g the new on site well to the new residence PLANS FOR LOCATIONS) 10. Installation of the new septic system 11. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1 on this sheet �-- b< : 12. Installation of underground piping from gutters and downspouts to the drainage structures UJ 13. Filling and grading of soil above drainage structures W 9 g 9 9 14. Construction of new terraces and walkways c --� 15. Construction of new driveway and parking areas including grading and driveway surfacing t. O Y g O ® ® ® ® ® ® ® 1HEK 48" HIGHx 45" DIA 16. Installation of new landscaping plants, lawns DRAINAGE BA51N 17. Removal of the temporary erosion control measuresmin ® ® ® ® ® SITE DATA W � WSite Area: 40,547 SF = 0.93 AC BACKFILL Q- p- MATERIAL TOSoil Classification: See test hole ® ® BE GLEAN SAND Receiving Waters: Gardiners Bay Cl) ® AND GRAVEL Contractor: N/A 0 - z - - - POLLUTION � N _ ION CONTROL MEASURES L Q GROUND WATER_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment = control measures including, but not limited to, the following shall be employed during construction: � V ..J p A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall J O PERMANENT STORM WATER remain undisturbed. N RUNOFF CONTROL MEASURE B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are Cfl exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded N STORM DRAINAGE RING TYPICAL and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in NO SCALE accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will Y p begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments . 1. Lime to ph 6.0 50' MIN COMMERCIAL 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) 30' MIN REIDENTIAL c. Seed Mixtures STABILIZED CONSTRUCTION ENTRANCE NOTES: �_o„ 1. Temporary seedlings EXISTING EXISTING a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) °� Z' GROUND PAVEMENT b. Certified "Aroostook" winter a cereal a 100 lbs. per acre 2.5 lbs per 1,000 s ft. use winter a if seedingin N Q• C) CD 1. Stone size - use 2 inch stone, or reclaimed or recycled - �,.:._„ � October/November. � a r ^ concrete equivalent. 2. Permanent seedlings - See Landscaping plans J �, o o M D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted w LU W Z W " - 2. Length not less than 50 feet (except on a single residence lot where 30 - - - - - - away from Q Z LL �;, -:.4.; . ;,• • ' 11-1 11-1 11-1 I I-1 11=1 cleared slopes. M w. U N w foot minimum length would apply). E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. W. N j p p p g y g � ^ FILTER MOUNTABLE BERM Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until M - 3. Thickness - not less than six (6) inches. 2" STONE OR CLOTH construction is complete. (OPTIONAL) Q RECYCLED CONCRETE PROFILE F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The 4. Width - twelve (12) foot minimum, but not less than the full width at points p g where ingress ore egress occurs. Twenty-four 24 foot if single entrance to construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be g 9 Y- ( ) 9 50 MIN COMMERCIAL site. 30' MIN REIDENTI-AL removed or cleaned on a daily basis. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be Geotextile -will be placed over the entire area prior to placing of stone. protected from sediment buildup through the use of appropriate inlet protection. �• H. Appropriate means shall be used to control dust duringconstruction. -` C, IQCd;, _,a ' 6. Surface water - all surface water flowing or diverted toward construction I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be piped piping impractical, entrances shall be i ed beneath the entrance. ifis a cleaned and flushed as necessary. mountable berm with 5:1 slopes will be permitted. p J. The contractor is responsible for inspection _ p p nand proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance 7. Maintenance - the entrance shall be maintained in a condition which will measures �. prevent tracking or flowing of sediment onto public rights-of-way, all Z u es are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of ��C,�•v�'%35 p g g P barriers, repair of berms and runoff diverters and cleaning and repair of inlet protection devices. sT�r� ot��c sediment barri sediment spilled, dropped, washed or tracked onto public rights-of-way W K. Duringconstruction the contractor will comply with all I ! � must be removed immediately. �1l p y local regulations concerning the disposal of solid waste and debris and EXISTING : = ? toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erecterc� as PROJECT NO: h . shown on Site Plan along with the placement of dun sters to control the buildup f 1516 8. When washing is required, it shall be done on an area stabilized with GROUND p p p o debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. DRAWN BY: stone and which drains into an approved sediment trapping device. tU z UT The contractor will report an required modifications to the SWPPP necessitated by field conditions or construction activities to CHECKED BY: 9. Periodic inspection and needed maintenance shall be provided after each t� p Y q TS rain. 12' MIN. OR MATCH iX the Engineer/Architect for revision of the SWPPP where appropriate. DATE: 4/29/16 ADJACENT ROAD WIDTH O DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE SCALE: PLAN Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete NTS septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and SHEET TITLE: siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor ��lIZED CONSTRUCTION ENTRANCE paving materials. SWPPP 10' MIN. Waste materials shall include demolition materials from the existin buildin structure unused buildin materials and roduictsg g g p DETAILS trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerialS will be temporarily stored and dumpster shall be emptied weekly by a private carting company. & NOTES SHEET NO.: BIDDING & PERMIT SET u; WIRE FENCE W/ FILTER CLOTH I D AT SCTM # 1000-27-3-2.3 SURFACE PROPERTY: 2620 ORCHARD STREET FILTER CLOTH MIN. 6" _ DRAINAGE ADDRESS ORIENT, NY BELOW GRADE FLOW OWNER: MARIA MARILL & BRIAN FUHRMANN 3201\a"= T��,\ �, \ \\/\\/�� SITE: 40 547 SFA 0 93 ACNHATTAN BEACH, CA //\ \�/\/� ZONING: R-80 TEMPORARY STORM WATER SURVEYOR: KEN WOYCHUK W RUNOFF CONTROL MEASURE P.O. Box 153 Aquebogue NY 11931 EROSION & SEDIMENT CONTROL DETAIL 631 2981588 1 NO SCALE LICENSE # 49273 DATED 10-27-2015 _A;A I U'RIM MAP` cf) R� w Z Main Lu oZ O z r�hard St " T W MAP OF BAYVIEW FARM AT ORIENT #7045 OLD FARM RD . /� PRO T W V SITE ' N/O/F p. N/O/F JOHN JAY Mr KASEY JJ b.: JOHN M. BREDEMEYER III RESIDENCE WITH att0 a p'.. • : BEVERLY A. BREDEMEYER WELL SANITARY SYSTEM �h ` RESIDENCE WITH LOT 15 I LOT 16 �J p .. st WELL 4 SANITARY SYSTEM Q XISTING WELL TO XISTING OVERHEAD UTILITY U. if. :•,;,;: . .•;: .• BE ABANDONED (ELECTRIC, TEL, GAN) LINE TO BE REMO\VED g ' PIPE N22 56 30 E z 264.26 !,• MON. U.iP._ � O 7�— / o WELL .� N •: 4•"''i!->'t:}irk, . ::r.•, •V 1 TEMPORARY STORM WATER RUNOFF CONTROL MEASURE �• • z. w. •„` MON. :_: ,•: >,��. ��-�;. ;:;..:-,•�•,�.- �-:-• / WIRE FENCE W/ FILTER CLOTH SEE DETAIL I THIS SHEET — — 33.2' O `'''"`"','r''"y f OGATION OF EXISTING SANITARY CO �(eTING SYSTEM TO BE ABANDONED - N O E T B :::: �,� FILLED IN OR REMOVED AS OL.IS ,'. . ... cn v REQUIRED o }� I rn z- ;. N/O/F �+ X I I Y : :r_r- I EXIS �••••••••• H n STEPHEN & I : :z E A to Q• M ESTHER ROTELLA O �: : : : : VE TATIO TAGING AREA AND PROPOSED T I O M CONCRETE WASHOUT AREA : : ::: 1 1 .0': � 0 ° � �7 T I , I 13.9 N/O/F Lu � 3 I JEFFERY NEISS ~ 2 LL T® I Irl O . : : : : : : : :�j''' ' ' w RESIDENCE WITH NO MLu I O D N ' ' WELL OR SANITARY SYSTEM a N o W U �, O < N �7 co W x M I X 'N : : : : : :Dn: : MPOR Y 5TO NATE = o ; ; m ..... CU o Q I- RU F GO R M S 30,3 TEMPORARY STORM NATER m N NIR ENCS FILTE LOTH CONC. \ RUNOFF CONTROL MEASURE o "` 'j NIRS FENCE N/ FILTER CLOTH cz SE D Al T 5 E ; :s' rF. Ar'f 4i; SEE DETAIL I THIS SHEET s, \ SPIKE c .: :: : _. `:.�.....: . 160. 00 :„;3r,,.:4,a• '.kti'r S..•.`a::;.��.,•°'.'� = �� 0.3' 0.1 N MON. -:1i 1• µ' ms•:1. Sii•:. •i'y[-+r�]`t�. :.tii•:t. X. ,( V CRUSHED CONC./STONE DRIVEWAY c �o MON. — .. _ — O �� , �?q ,fir✓!. , r(p i o » BROKEN O S22 55 30 W 428. 10 Moly. I \XISTIN(5 DRIVEWAY REMOVED AS r REQUIRED REUSE REMOVED EXISTING a DRIVEWAY MATERIAL IN NEW �,. N/O/F TEMPORARY STORM WATER JOHN A. DIANE S. LOCATION AS SHOWN ON SITE PLAN RUNOFF CONTROL MEASURE PROJECT NO: x ' I PRIZEMAN SHEET #I WIRE FENCE N/ FILTER CLOTH 1516 SEE DETAIL I THIS SHEET DRAWN BY: UT CHECKED BY: TS ' I ir,• � � DATE: 4/29/16 SCALE: 1" = 20' - 0" SHEET TITLE: ire• - ,. ' . SURVEY & SCALE: 1 " = 20V_011 DEMOLITION 1 f SITE PLAN SHEET NO: BIDDING & PERMITS PROPOSED NEW SEPTIC, SYSTEM FOR A S BEDROOM RESIDENCE AND POOL HOUSE - GARAGE : ;. - 1200 GAL SEPTIC TANK (ST) c . - (4) 8' DIA x 4' HIGH LEAGHIN& POOL (LP) • - FUTURE LOCATION FOR (2) 8' DIA x 4' ECHANICAL ROPOSED NEW UNDERSROUND XISTIN& ' �- ' - HIGH LEACH I NS POOL (EXP) EQUIPMENT ELECTRIC, "SEL, GAN LINE UTILITY POLE �� �'` : .. . . �'' PROPERTY LINE 12 12 1:, 1 y p. ' ; . / V p ".,! . ; s 11 .,H ) C N � 12 ui - v LP � >- y- LP LP , a Z x', " w ST LP .01 "' : . ; I; F �� PRI NG I PAL STRUCTURE ENVELOP �- W -_ .-- r • M/ N m m ° . �- Ill. - - - EXP +11.8' TEMPORARY STORM NAT R RUNOFF GON�TROL DW A - - _- 20' ~ 11 . W MEASURE WIRE FE GE N/ FITR CLOTH 4x8 I1I. .84'+ - L7- SIDE YARD W �, I ,I -�- . - - � - EXP SETBACK w . 1/ZI— . - . UP - ' , --I- - FROF0 ED - o - - I STI NCS TREES = w -- - : IlG --� - Ail VGTAT 101 Q -------_ : S B OMS - _ -•--- - - TO RIMA I N I ---- ----- ----___ - - I U - - - ; , O 11 . I / I - I PROPOSED NEW UNDERGROUND 68'-�" O NATER LINE FROM WELL TO HOUSE 7 I N ,FLR . 7T ® N co �7 , .� I I / I I I.8 + -- - ELEV =+I4. : ROP05ED NEW UNDERS OUND RYNELL N - - - FOR STORMNATER RUNO F FR M BUILDING I . I I x I III . - - - - - I �- - - DNA EN NALKNAY STON PAVERS ON 4 �,, :E :., . : : 1. I UP - - - 4x8 THK GONG SLAB N/ 6 6 10/10 NNM _Z IF TVP I GAL PAVING PATTERN AS SHOWN -' �, . I . 0 N - - • - . . } I�� . / - - - - . z - 10' 25' w w I - I o . w - of .. , . / . v11.8'+ I'll +11.8' a I < TEMPORARY 4;: . - - . STORM WATER °� F'•: : . ' - DW A Z. p: , : I VE 4 8 I RUNOFF a pr; to - - - m CONTROL - 19 V );: '„'. , . - - 13 I MEASURE HIRE -� �• it DW A �,:`-:w ;:;.: PROPOSED NEN UNDER&ROUND DRYNELL 4x8 % FENCE W/ FILTER w FOR STORMNATER RUNOFF FROM BUILDING - . 13. I— — x J, : v LK CLOTH = a z LL :. C4 ti z I UP 13. _ �p I � uJ• � � � p' L - R � ' w P.. d '� I 1t M I Ili ::: .. _ , .. . sl ,;. 840 co + " F- p' '. -..,, '. ,: ,:: ;; .. ) " 1 , . � ::�I-1 1, , ".: . I co N _` ` r. y•. D ,I, A'Y`.'` I . NEIN' VAN �.': +11.8 L1 :. M EX 15T I N6 TREES - .x 1• +11.84 `�.:y 5TONEl`,"SURFA 'E m / :• ,:, \ I i ". i O DRIVEWAY tND GROUND >.;:--., P�»l;''�,. T:?,' rr- �� Y., \\ �. P' OPANE '': EDGING BGt .', 1 1 �a ., c. s "�. -, �;a ti ><i SMA N / "�--� e I R I ._-- 1. 1. � 5� TO A T� NK h r.. O`' ,I �— N c' f „ ;r r u f A f• 1 A I: !1 1'; t :I ❑ ❑ f T I^F'P l' E ,lN+ 'NF ��ST'� �°2 x�4:,X2 I PANE _ �: ��,'',. ;�: .{= .,��� I ,,,.- _ • y �' ~1 I4. - �, , ,r% ?li — f 6 L., ;I ,T E&RAD I N& ADD F �t� O , ;, ,,. ;._; 1. a IN U C r 1 N GA I N SHO ). L T NN ,% r. a :r , I EL'-: � I` ��;�� .. r': -� , - , • s . ,.,., Y,., �, .f n ,• ;. E D �' :f,? ;'; ;' ;(^: RUNOFF GONTRO F'. f' TEMPO ARY STORM WATER L :I � I . // i .: . ":;- '. .. ..., l r..,a ,.. ::a . :, G O H EASURE WIRE FENCE W FI TER L T M L �:1� PROJECT NO: ,.i'' ..i•''• r ... , s ': v 't ... -,.. .. ...� ,'. - 'j , r - t` i u5 ': • ::r . . . -', 1516 4 r t , , - z. r ': ,. ... .. r. ,,. ,,. ,, 4 .. .'. 1h, 'f J.. Ar .. � r4 . ♦ ,, ,. r .. .. r O r o , J .. r - :" �.lt I 1 e•:f N DRAWN BY: 12 1. :; :<' I / ;;:; �; .:. ,; ;> ;', ' { GSC Y<:. GR' : ;'. UT 7R EYE; U _ - 1N A H : ; n�1,. : ,, ;,-: Vit't. , 1. J - NECKED BY: : C E:'S C, ,D a B C.� aN R k- L�f 8 - .:;,? 3; T S ;,F AG.TE^ S &R R 1"".-'. \D ` - \ �1'� �' UMR �. _ t.: t:i _ is j',.�;(.; .. I — — — -rl--% -.1— O DRIVEWAY . f, - D ' _ ATE: r. ;' .,,;:r :- ",:',,,.',,: EDGING , . .... ..- .. .. v • i.".. - - r , \ , l 4 V `:.;!.. "` `_;(. j,', ;', ,(:y. •: SCALE: L. :`;' S iyl ; �.; fy 1'r i� �� 11 _ -' 3 T LIN E t; -t PROPER Y 1/8 1 0 'Et ,, I'll7,• �• :t ^` V H :f' rs_J (X Y I SHEET TITLE: I / < V r l ; - \— ... _ ,lv - t. ; - ,. ., a "Y: ti Qy S.J. 4 tt `]� v.:t. O6 -1 tli _ R11 _ % � •'ISE. .�{��• S .O 7 I �', U5 N / E A ED '. Y m \-- NL RG w '.1 iv' I. L , , , .,a • , r ,e f.i. Q w D ' _/ ., �W:. I ',. V 1 .t f,,:i .�,r4r -VIS.'``.:'{•'• !,1{ .H,, . :i`'y rr: I PLAN :: SITE, .. , . J,f,. T , . : - : ::, : :. ;;,"': :. � .: s°;�.`;;;`. `. ,: ,. V;,7 . PROPERTY LINE ' IS' 20' PROPOSED DR''NELL WITH METAL &RATE INLET FOR SHEET NO: . 11 71 .10 DRI VENAY RUNOFF (DN-B) 8FT D I A x 4FT H I&H TYP I GAL : . EX15TINO DRIVENAY REMOVED AS REQUIRED REUSE REMOVED EXISTING t :. : : DRIVENAY MATERIAL IN NEN LOCATION AS SHOWN ON SITE PLAN NEW 5 FT NIDE DRIVEWAY - CRUSHED STONE SURFACE ON COMPACTED SUB&RADE - i: • ' : E.XI5TINS DRIVEWAY REMOVED AS REQUIRED REUSE REMOVED EXISTING DRIVEWAY p 11 0 '.. ` ,>: ; LA` G E D S I T E P L MATERIAL I N NEW LOCATION AS SHOWN ON SITE PLAN - NO DRI VENAY EDS I N& 73 1-' t : SCALE: 1/S" = 1' -0" '. • f BIDDING & PERMITS ," �: :": , p .,. , � ' . ' . , . . I. WIND-BORNE DEBRIS PROTECTION FOR OPENINGS STRUCTURAL RVIY�I BY STS MARSG. , P FOR :WALL OPEN I NCS PROTECTION OF 120 MPH S-SECOND N I NO GUSTS 150-0-7 NEST MONTAU�G }�I GHWAY, HAMPTON BAYS, NY I I X146 ( MAXIMUM MEAN ROOT` H I CHT: ���) NE SIMPSON L5TA - 20 GAGE 0 ��I -72a 0[400 RIDGE STRAP - ALL ROOF RAFTERS ° 2 x 6 TIE ® EAGH RAFTER USE/OCCUPANCY r \ INv1EwoFSTRAP' CLASSIFICATION DESIGN CRITERIA: e IGE SHIELD UNDERLAYMENT S I NOLE FAMILY RES 1 DENT I AL SHUTTER ASSEMBLY 1 REQUIRED - 24 FROM EDGE DE516N IN ACCORDANCE WITH AMERICAN N.T.S. ,a' ° FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32 (3/4') APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") I ' ALTERNATE POSITION OF I ASSEMBLY: I - 1 I 51IMMP50N HN 3GLIP USE S� -OII MSX I MUM GROUND 5NOW LOAD - 45 PSP. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I� I FIRST LEVEL - 40 PSF. L.L. #10x3" (w/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL I I LIVING AREAS - 40 PSF. L.L. Lu WOOD SCREW @ 16' O.G. SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. ® Z ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I ° CLIP NAILED. FROM ' #10 TEE.NUTS ATTACHED TO BLDG. wWTYPICAL ALL RAFTERS / #10x1-1/2 ( W/ ASHER5) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH MACHINE BOLT 12" O.G. a 1 5 - 8d NAILS EACH ENDRAS I DNC, X SEISMIC DE51GN CATEGORY - B I WEATHERING - SEVERE UJ I- APA RATED PLYWOOD TO „ s 1 a EXTEND TO TOP OF TOP PROVIDE Sd COMMON FROST LINE DEPTH - 36 W \ I PLATE. NAILS a 4"EXTERIOR O.C.IOr- ALL TERMITE - MODERATE TO HEAVY 1 SiHEATHIN&. TYPE OF CONSTRUCTION DECAY - SLIGHT I \ J G ON ICE SHIELD UNDERLAYMENT REaU I RED - YES ��NT I OVAL L I CHT FRAME Y�IOOD CONSTRUCTION - W ULTIPLE SECTION ASSEMBLY: L1J 1/4" THICK BOLTS o ZOO GENERAL NOTES I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Q ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE p,• " BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYWOOD SHEATHING CONSERVATION GODS AND LOCAL AUTHORITIES. TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN = p • :' I 1 BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEVI YORK STATE ENERGY 11 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. \ (� 5IMP50N M5T2'1 n/ 1 I,2" WIDE - 20 &AGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LL METAL STRAP ®48" or,. GRANGES PRIOR TO AND DURING CONSTRUCTION. 1 I I 1 1 LARCH STRUCTURAL GRADE #2 OR BETTER. Q 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE Q n0 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL • II 1 I I DOUBLE TOP p' SHUTTER AS S E M B LY I I 1 2 x 6 ®16" O.G. PLATE: STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. N N.T.5. 1 I ' I I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. Cfl 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITR ONE N I , 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN I ' I I I I°j FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 23/32" APA SPAN-RATED 48/24 5HEATHIIN6 GRADE PLYWOOD I I I I I8. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE (OVERLAP AROUND OPENINGS 4") I I 1 I WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS 24" OG 1 1 - AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. °� °� AT ANCH% OR BOLT 4 - Sd NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS i I I I BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. ASSEMBLY: I 1 51MF5ONI MST2"1 I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I 1 1/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP ®48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" O.C. I,{ ' CONCRETE SLABS TO BE COMPACTED TO X15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ' 8dINAl 5A® 4"O. . SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. otS z . c • #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL '�`'•"'�'°•: RELATIVE DENSITY. WOOD SCREW a 16" O.G. "'`� 21. SMOKE DETECTORS REQU I RED I N EACH BEDROOM AND � Q , .�.,�=r� ;.;.-.: �. ALL HEADERS 6.0 FT I N LENGTH AND OVER TO BE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR ^'� 2 6 SILL PLATE ACQ TREATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY ti #10 TEE NUTS ATTACHED TO BLDG. w/ IOxl-I/2 ON/ WASHERS) `? ' '''" MACHINE BOLT @ 12" O.G. `'' =7'{ '- BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GODS. -j o M ` MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. F-O SEE FOUNDATION DWG. -..X"'i;,:.; N 0 O FOR DE516N. .:r:.' . 5/8"x 12" A.B. ®48" oG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO W -� •w z a y IN/ FENDER WASHER. 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =a LL WINDOWS - GLAZED OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE w .o w PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W •Q N 0 c`tc AND DECKS ETC.. Q F- =n ASTM E I TO AND OF ASTM 1886. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS PANELSIN LIEU OTO BE PRECUT TO MENTIONED OVER W I I20W5 WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DE51 GN. co N , v co HARDWARE PROVIDED. FASTENERS TO BIE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD AL16N WITH WINDOW JACK POSTS HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSBC CHAPTER #2304.1.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Orr- N1'W a NAILING SCHEDULE FRAMING NOTES { un �pp 4A. x i ' TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL AMERICAN • GAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d � p` 4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR :: �G c� p BETTER. ox.. EXTERIOR EDGES AND 6 d 12 o.c. � � INTERMEDIATE. e y.w SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES PROJECT NO: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/a" II. ALL INTERIOR AND EXTERIOR FINISHES FLASHING RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNESS OR AS NOTED. 1516 p'.:`:'� • AND WATERPROOFING SHALL BE BY ARCHITECT. o Flo ° CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL 5UBFLOORIN6 TO BE APA RATED STURD-I-FLOOR • CEILING JOIST/PARALLEL RAFTER �-I6d (FACE NAILED) EXPOSURE 13/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE p a UT p'.::'•' CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-8d (ea. end I-I/4 strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: ' ,..•..•.•...•_•.„r BLOGKING/RAFTER 2-Sd (TOE NAILED TIMBER TCS GABLE ROOFS ) �� I R PILE FOUNDATIONS, PROVIDE HURRICANE p + o l0 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED ;.w RIM BOARD/RAFTER 2-I6d (END NAILED) CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, Q -O AND OVER WITH CONNECTIONS. 4/29/16 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A TOP PLATE AT INTERSECTIONS 4-Ibd (PAGED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. F'.. h STUD/STUD 2-16d (FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA HEADER/HEADER I6d (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, GPI SERIES WOOD-I-BEAMS AND LVL AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND f; o TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) SHEET TITLE: 100< O X45 ® 51-0" O.G. MIN. PROVIDE 2 SPACE FOR AIR r.. BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" �+ QQ &ABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & �. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 1o'O o c30 0 Io° D X45 ° LEDGER STRIP/BEAM 3-I6d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGSLED) . ' PROVIDE 8d COMMON NAILS ® 4' O.G. BAND JOIST �OIST/DJO STEAM 3-I6d (END NA3-8d (TOE IILED) 8. ALL FLUSH WOOD CONNECTIONS RECOMMENDATIONS. COMPONENTS LL BE AS PER MANUFACTURERS DETAILS AT HH&H PRESSURE ZONE - 6 O.G. NEGTIONS SHALL BE FASTENED HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" 171A. lo° o X30 ° PLYWOOD ROOF DECKING Sd @4" O.G. EDGES, @8" O.G. FIELD "TECO" OR APPROVED EQUAL. SHEET NO. STRIP SHEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLTS @ 12 O.G.. PROVIDE 8d NAILS ® 4" O.G. AT PEIRIMETER INTERIOR PLYWOOD WALL SHEATHING Sd @4" O.G. EDGES, ®8" O.C. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS 1N HI&H PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d @6" O.G. EDGES, @12" O.C. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE • COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. c p, 2'-8y210'-4" 17'-6" 5op JI _5/:2 ROOF: 5y2 5y2° 5y2„ STANDING SEAM METAL ROOFING ON 6- 13-7 APPROVED SUBSTRATE ON 54" THK. PLYWD. DECKING. SEE SPECIFICATIONS UJ 3y2„ ADH 038 ADH 038 ADH3038 ADH3038 z > king W p' I I m ii WALK-IN 11 Z II CLOSETLj lt) II II in MASTER N BATH ° _ �' _ ��II C - m 04 M N o � Q (L1)2x6 P05 Q p I I CASED OPENING s TO RIDGE x - I W BEDROOM o =_= CLOSET--__ a -1 (3�1-7/8 LVL RIDGE BEAM 02x6 N o cV cat—gel celltng POST I (I)LNRIDG BEAM a dJ O DN ; WOOD FLOOR a W D Q10 e o m v1� CD IQ 2NO �1p o x �i1 I NZ x II to LAUNDRY wI4 GL. M m ry - o 20 2xIO FLA rE C q LONER I 0 �� STUDY o RA INC FOR BE IN I � 36 x80" f 1 WOOD FLOOR ¢ O I F U PEF RA TE 3: I 1 _,I I _ W I .--------------------------- W I GASin (4)2x6 P05T TO RID n I SfO�'E mum Imo/ 32"x80 32"x80" a ----------- 2®24" 80" r ----------- x ADH4054* • A H� (r' STONE 5HE �y I 4'-Oy2" 3'-10" 4'-8" = Q I _ 3'-6' A'- FIREPLACE. _ „ RAI5 D HEARTH FIREPLACE. SEE 5PEC'5 r----------------- -----------------� --------- ------ ------ ', L_________________ _________________J 4 2x6 POST �------------___-- o 4 , C4 p` ---------, r------------------I---------- ------ r p ' ------- 0pen to } CATH DR L EILIN p.'• '; : ' " LIVING/DINING_ p, •..4 — — — —ROOM = N — — — — — NOTES: � - x = below LVL = I-3/4"xq-I/2" MIGROLAM o WOOD FLOOR a (2)2x8 MINIMUM HEADER ALL DIMENSIONS TO ROUGH FRAMING Q M a r---------------- _- ---------------� r- --------------- -----------------� . ,,.:• ,; L________________ __________—_____J L— -- -------- ___ ____------___—___J r >:� I I m co 2x10@16" R.R. i �I o ° o p s - I I ►� I 6x8 50L I D TIMBER BEAMS r W J• F Z w Q SEGO ON SBE BLDG. = W aLc) w v SCREEN FANELS: M PROVIDE CUSTOM REMOVABLE W• N x M '.. . --- - n r----------------- — -----------1 , u ----------- :21_�/2 a,-2„ I 2_ MAHOGANY SCREEN PANELS PER. . DETAILS, w/BRONZE 5GREENING � (4)2x6 P05T L___ _ ___________ __ �9�2xfzPD ___� O o �- r I I ATTACHMENTS a 7' o' 8—oy2 =ry � CO) 11 m TOPx4 BOTTOM (TYP) 5 y2 A 03 AD 0 III ADH 38 (3)LVL DROP HDR _ - -- - - - - - - - — — — — — - - -� - -�- - ,; 14"�. 14"� � 2 LVL DROP HDR L2) � FLUSH R � V��.USH HDR queen 61-011 ISM PLAIM 61-01, u O I I II 9 13-oy2 4­ 01 i1 ----------- --------------- --- desk I =N i II I Io �: II� /II II /II II /II -ly2 1 = 1 I 13'-l0" ----- ----- ---- a I m` PAN Y 11 GOTS f pp 19KYLI6MT 1 19KYLIr7HT I 19KYL16 I I 4 y V ux roVEaux Mox rd I _ _ �i 4,_ 2„ i ii I II PROVIDE 5. S. HANIPRAIL — — — IN+vrLL IN ALL IN ML - - - - - - _ cr 11 - AT EACH EXTERIOR STAIR O - - - - - - - - L- --J L_ � Y- j - - - - - - - - - - - WOOD _J II I I p 4 � - - - O I AS SHOWN. SEE SPECS. c �78350A U - full h FINISHED 11 = G'igl pi I twin twin 9 I CEILING -; �REDAR�'� �I ENT I i I ►� = I I '> I ENTRY HALL � � I � �p CLOS T II PROJECT NO: o ' lye" GUST -px r r x dl GUEST 4- 41 I I toable WOOD FLOOR I I Q 1516 FRONT L) O BEIDROOM #1 ooD FL Old BEDROOM #2 O _ Q } ,po Island DRAWN BY: _ _ PULL N o (2)I I-7/8" LVL RIDGE Q p I GO� RD I TGH N I IE-CASED HEAD X80" �+ Q i�ORG I I OTS Q p (2)II-7/8" LVL RIDGE `�o• ) - O -? FLOOR TAI ABOVE 50 WOOD FLOOR -? O I I ~ �O Rr.H = i W D FLO R x 1 Q d� x v WOOD FINISHED CEILING +� WOOD FINISHED CEILINGv N } m (3 II-7/8" L LFL 5H I I (3)II-7/8" LVL FLUSH m II> CHECKED BY: ® �° GL. N > I I DATE: cj N 31/2 o D ° o I I CABINETRY BY N I 4/29/16 CAI I I OTHERS 4"-3" 4'-3" 5'-)" J 5'-0" 6 0" i TH . BLUE TONE O SCALE: 9. PAV G ON ETTINC7 BED R/F _ =N O T — — — - - - - - - - - — ��' GU ST -o - - - - - - - - — — I o. O ��+ ' I) p SHEET TITLE: w I I 5LA PITCH D TO DGE5 I I - BATH Q $ DN „+�� `; I I Ell TOILET I I N I" THK. BLUESTONE - I ® ( I I I I ROOM PAVING ON SETTING IBED / I I I in ON 4 THK. REINF. CONC. GL. GL. j O - --___GL._ __-- I I ` IUP I I SLAB, PITCHED TO EDGE5 FLOOR D o LANDING O � O 6'-O" LATE cn LANDING 6'-O" HIGH ATE % - - - -- - - - - HD -- - - LA r/ ✓., i' .iii / : ,,<. - E STAIR DETAIL AD 038 ADH 34 ; / AD 038 3 LVL DROP HDR t" fi , f / ADH3034 L -- - - �, . • ADH3034 ADH3034 ADH3034 4 (2)LVL OP HDR Vvl� c APW 028 (4)2x6 w/POST CLAMPS I ADH4054* TOP 4 BOTTOM (TYP.) I' I2" 71_81 4'-4y2" 4-2y2" 4'-2y2" 2,_b„ 8'_gy2" 13'-by2" 7'-6" 4'-Ily2" SHEET NO: 7'-6" first'-O" second floor Ig36 sf #11 owl TOTAL 2,886 SF ._ . L . T Fim" ST FLOOmm" T &' SCALE: 1/4" = 1' -0" - uo SCALE: 1/4" - 1' -0" BIDDING PERMITS • 36'-O" 15-512 '-4" 15'_4V2" 1'-8y2" 5_5,:211 ROOD STANDING SEAM METAL ROOFING ON APPROVED SUBSTRATE ON 3/4" THK. PLYWD. ------------- DECKING. SEE SPECIFICATIONS 38'-O" I I UJ- i '' i HVAC HVp•G N O 1 �<• 1 ,. I ;'�. I UNIT UNIT I v l O r ------------------- --- --------------- I L-------------------- --- --- --------- i , ..�.Y. ------ -J UP -------------- --------_ ---- I I I I ry 5'-0" i it i WELL i i 1\\ i SMALLER JOISTS ELEIGTIG) ABOVE FOR FLUSH t I • ul I ,.�' I TANK �yll -�-�---P-,4AlE-L� 1 .j•;. I y I 1 L---- z ____ �I SLAB FOR TILE I m 1 •r. 1 1 . . 1 O - L---- t\ Q I , I I I ..'.'. :�' >';��:�:<• �{. 1 z > > �`� �t lY HOT 1 � ILI ui �- 2`. D- I I r I I 1 \ DIREGTC I Z I I I I I I I ► 1 \ NT GAuj S I I I I 1 1 r L-4L, �r-,1 - -------- - �'.. .... I i0 I _ I 1 1 WI x30 STL.BEA I I - ------ I O - — -- -------------- - -- 1 \ I I I I I I 1 I 1 AH Q5H I N I 14 X10 1 a-5 I , , - 10-5 NIT RA E G IMN Y w /8" LY ti \ ,i fLi Itu AT NG /G V. ES +I NG I I 1 �'' 1 O ------------ u_m \\ i OIGG FIN H. LA H D. _�_�______J I VI E L. .G. OP OP G I r 1 I I t 1 m Q I 1 N J « , r L 4y — 1 ----------- _ - r--------J I I I � � ~ I 111 I Lu ,`l: LL F- 110x50 STL. BEAM ----- --- ---- ------1-- �-I-�I ------- ----- --- --- ------ -- - - - 1 r ----- -------------- -----' '. Zzi 1 rr T .. U s v— 1 0 00 01 mj GUTTERS: ' PROVIDE 4" K-STYL3E ALUMINUM _ I i Q ., I tL N N m N I i•. (V LEADERS ON BOTTOM EDGE OF EACH FIRST FLOOR SLOPIING ROOF, ___----__ N 0- D- (L 1 t . 1 8" THK. POURED GONG. FOUNDATION CONNECTED TO DOVWNSPOUTS AT r - -� i I K K 1 1 WALL w/#5 REBAR g24" O/G EACH WAY, APPROVED LOCATIONS O O O is ;••.,r....:•r.,;�.:• .:: w/36" SPLICE AND PER SPEGIFIGATION5, I- - tt��t iu tu � +r'' i w/LIGUID APPLIED DAMPPROOFING I 1 8"x16" POURED GONG. FOOTING z l N N -- ---,N N 1 w/(3)#4 REBAR 1 :� I O ... ... I I`. ... r j.• I I— — — — — L — — _ — O — — — —I — 1 I v 1 I 1 WIOx22 STL. BEAMZ. ' m � civ a� I I I i i � `\ i i � �• i n LO It, \\\ T 3-I/2" O.D. PIPE COLUMN 1 I I I t 1=0=1 w/30"x30"x12" POURED � •t;� 1 co Q• � � GONG. FOOTING w/(4)#4 1 t;: I r M N \\ REBAR EACH WAY SET 4" i t'' i a o M ABOVE BOTTOM 1 i'= I UJ 0 = Q Z LL W N \\\\ I 4" THK. POURED GONG. j .:! j W• M _ v 1 i SLAB REINFORCED Y4/6x&, I a N o v 101(o W.W.M. (TYP.) SAW OUT i 1 Wtz CONTROL JOINTS @20' 0.r-.. i ' Q cq In 1 i " I I ,, 1^110 O TL I3€AM•-L-- --J----- - 1 _ n or- NC- Yx. p� I _ I ��, j ' '':f 1 �✓�-6" I 1 I I y•'' 1 I :.' I u _ � c�'�`' ,:�C• c'''L%_'' ;'1=��' p:' - � I ;. I u I I I S•` ver:• �, I I I 1 �:i I I •4 I I I I , t,;• I , J., I j � �'}j' r' 3T '_O" I I � I I J 1 t.c • I I I 1 -4' y, . , � 91CYLI6MT 9KYLIGhFT' 9KYLI6 I �.,,' , 1 !. I -. I I -� �• I. ! •-=x?' � UX MO yx MO UX M I 1 I I I O 1 N I 1 I I IN ALL IN�}LL I I -441 ,: -----� i I ' I 1 t- i I i IL 1 f'. 1 1 L-------� <C�; 01a35� r , I y. I z I O p;. y 1 ;Y:::: t• 1 1 ':i I O I I -------- -i L----i r------- -----1 r-- ------------- m -J I ?` I t ;•:.' I � �:• L - ---,. �.i•' I I ��" I I I I I I I I I r--- - J :, '�',•r!I�s+'�! '. I I 'r I to I III I I I j r'.� I , •, t : : m<`r''Alf "w :': I I I I I I I z I I I I I I ;i. I I 1 I ` I I I '' I I I 4 I 1 1 I I I Ir.' I I I PROJECT NO: 1516 ifs: ••• : . - FILLED AREA I ,. t �� I I I I WCOMPAGTED FILL 1 1 OI I , - r , 1 I I I - �; s o o - I I �' 1 GONG. SLAB ABOVE 1 ' , I , I _ -- >---- DRAWN BY: TS tt , ;x I — — I F I WII OX50 TL[POSTS. — p ' ABOVE '�: i FILLED AREA n 1 tI t I I I I CHECKED BY: I I I I I -6 a- (2 LVL 41-1111 w/COMPACTED i I1 FILL GONG. G, I lL 1 I 5LAB ABOVE I I I ATE I I I '� I I I I 4/29/16 cm�v I ------- i i L--- — i SCALE: L----- ; 1 ' 1 ------- > ` ------ , f'.` , 11 :, ---- _ - 1 J 1/4" 1' 0" t — 1 :21-1011 SHEET TITLE: - 1 "::. I 11 I � ► I I t 1 •;. I I I F \ I .' I I ` , ROOF & I I :I I TO LIGHT I I I I , .. ----------------- --------------- -------- ------- - ABOVE " ----J j.". • --------- FOUNDATION 7— ;, �.� ".1. tee.. :�:' `•t; ':'�`• . :i?: .!! 2 'a l t:: ..'•: r ti::. ..::: - — — — — —— ———— ——— —— — — — — — — �'' '�' : L----------------J ! r 1 ----------------------------------------- -- -- ------------ ----- ---- -------- PLAN Nr% I .}:•:'`:-' s• ,; •:r. .r.•�'. I •,�• I I •,�; I L --------------------- J 1 I - - - - ,. I Q — — — — I I SHEET NO: 7- L _J L_ 5'-a 14'-V2" 20'_JY2" II'-3y25'_3 " op JI op 101-01, 13-10 8-5 y2 6-O 45'-6" 43'-6" R e% 17 r1l A Ni 41 SCALE: 1/4" = 1' -0" FOUNDATIO SCALE: 1 /4" = 1' -0" BIDDING & PERMITS--, r. ROOF: A p' 5TANDIN6 SEAM METAL ROOFING ON p c APPROVED SUBSTRATE ON 5/4" THK. PLYWD. DECKING. SEE SPECIFICATIONS p EXTERIOR TRIM: GH I MNE`r: - p' PROVIDE Ix PVG TRIM, Ixb FASCIA 8 p'•:' ` FRIEZE BOARD, AND 12" SOFFIT WOOD FRAME CHIMNEY w/5/8° PLYWD. p,• ." /� \�� w/CONTINUOU5 VENT WHERE REQ'D. SHEATHING w/GAL\/. MESH 8 GONG. p ` STUCCO FINISH. FLASH AS REQ D. ' ' // \�\ PROVIDE L.G.G. TOP GOP N p �.\ VINYL GLAD WINDOWS PER - p; SPECIFICATIONS w/5/4x4" PVG CASING _ 4 2" THK. PVG SILL (TYP) UJ O�{ - Ixb 'PVC FASCIA, RAKE 8 - p' �/ \ FRIEZE BOARD BELOW OVERHANG LU W t• ' I ADH 054* LADH 054* f I ADH 038 I f — — — 5E ON FL OR O W I -6 ADH 038 ADH 038 ADH 038 ADH 038 ADH 044 ADH 044 ADH 054* ADH 054* ADH 054* FIRST FL OR W ------ I I I I I I I I I I - -------------- F I I I I I I I I I I I r-------------- I I I v♦ FOUNDATION WALL w/I" ; SHINGLE 51 D I NG: ;-------------- CONCRETE TR.I WD. COLUMNS G SED w/PVG, I I THK. GONG. STUCCO ON PORTIONS I I PROVIDE PRE-STAINED RED CEDAR I r------------- t 8 THK. REINFORCED GONG.\\--- ABOVE GRADE i SHINGLES ON 30# BLDG. PAPER ON 5/8" i ----- I . I I I I FOUNDATION WALL BEYOND " I I w/STOLID TIMBER CURVED I I I �� I I r-------------i I I I Q BR1�4CKET5, PAINTS . SEE DETAIL i I , PLYWOOD SHEATHING ON 2x6@I6 , , L_____________J I I I ;;. MASONRY STAIRS TO GRADE I FRAMING w/BATT INSULATION w/BLUE5TONE TREADS. PROVIDE I I I F---------------1 I I I HANDRAILS PER SPECIFICATIONS 8 THK. REINFORCED GONG. �--------------j FOUNDATION WALL BEYOND I I I I--------------A I I I I I I I I I ------ I I I I ri L-1 �. L------1----------------1-------------------------- ------------------L--------------------------------- -------------------------------- -------------------------------------------------------1 �----------------------------------------L---------------L-- -------------------------------------J------------------------------L------I to ELEVATIONN p . SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" 4" DEEP 8"xI2" RECESSED NICHE w/L.G.G. FLASHING. SEE DETAIL p' I Z B co a M p' ROOF: J �• � � � M Ir 5TANDING SEAM METAL ROOFING ON — — I W .J• = a z LL p` APPROVED SUBSTRATE ON 5/4" THK. PLYW _ DECKING. SEE SPECIFICATIONS I — — = LL1• a N w Ln W. N = v = � fn = APW 028 ADH 054* ADH 054* ADH 034 LLJ _ ADH 038 ' ADH 038 SECOND FLOOR ADH 054* C. Ixb PVC FASCIA FWGD1 1 11-4* FWGD43611S ADH 034 ADH 034 ADH 034 — ADH 034 11� P``�aGr . WWWR FWGD43611S PROJECT NO: 1516 DRAWN BY:NINDON SILL SITS TS FIRST FLOOR — RA I ® - CHECKED BY: DATE: I I I I I I I I I I I I I I I I I 4/29/16 , , I I I I I I I I I I I I I MASONRY 5�AIR5 TO GRADE , , , , , , , , , , , SHINGLE 51DING: , , SCALE: I I w/BLUESTON TREADS. PROVIDE I I I I I REMOVABLE SCREEN PANEL, FABRbCATED I I 1 �1 _ � 9� I I 1 I I , I PROVIDE PRE-STAINED RED, GED,4jR I 1/4 = 1 1 - 091 1 HANDRAILS ER SPECIFICATIONS I 5" THK. REINFORCED GONG. I I I , OF �tAHOG?y�lY w/BRONZE SIGREENIN�p. i_FLOOR OF LANDING i 5HINGLE5, ON 30# BLDG. PAPER O�l 5/8" I I I I I I FOUNDATION WALL BEYOND I I I PROVIDE 5gCURE ATTACHMENT TO P05T5 I I SHEET TITLE: I I , , 8 THK. REINFORCED GONG. , , PLYWOOD SHEATHING ON 2x6@16 I I I I I BEAM 5T NE PAVING FOUNDATION WALL BEYOND I I FRAMING w/BATT INSULATION I I I I I I BLDG. titi ELEVATIONS p' L--------------1------------------------ ---------------L---------------------1-----------I-----------1---------------------J----------------J----------------------------1----------------L-----J ------L--------------------------------------------------------------1-----------------------J-----------------------------J------J �.i p ` SOUTH ELEVATIOR E AST ELEVA T10" No SCALE:'1/4" = 1' -0" 7 ��'•::�,; . ,..- SCALE: 1/4" - 1' -0.. SHEET NO: �t BIDDING & PERMITS ROOF: �1 STANDING SEAM METAL ROOFING ON C APPROVED 5U55TRATE ON 5/4" THK. PLYWD. DECKING. SEE SPECIFICATIONS EXTERIOR TRIM: PROVIDE Ix PVC TRIM, Ixb FASCIA 4 GH I MNEY: FRIEZE BOARD, AND 12" SOFFIT WOOD FRAME CHIMNEY w/r/e" PLYWD. ,' \ \ Y4/CONTINUOUS VENT WHERE REOV. SHEATHING w/GALV. MESH $ CULTURED STONE FINISH. FLASH AS REGV. '� \ WINDOWS' PROVIDE L.G.G. TOP COPING STEEL WINDOWS PER SPECIFICATIONS - `\ w/5/4x4" PVC CASING 8 2" THK. PVG _ / SILL (TYP) UJ Ixb PWG FASCIA, RAKE 4 O /� \\ FRIEZE BOARD BELOW OVERHANG uJ Lu ' \ Z 84" 64] 36 4"/ -E,:',ONI, FLOOR 15t FLR. CEILING F,•, ti 11 If 11 11 01O W 11� '`:, r,;`.ti•. ,/ •.r, / I111 \ / \ / \ \ 72" 44" / \ • ' \\40 8"/' \\40' 48"// \ / 36 4// \36144"/ Dl 48 4" // \\ 48 I Ll FIRST FLOOR mL W ------------- LL F I I I I I I I I p I I rr. II I TR.I I I CONCRETE FOUNDATION WALL w/I I SHINGLE SIDING: I THK. GONG. STUCCO ON PORTIONSWD. COLUMNS CASED W/PVG, PROVIDE PRE-STAINED RED CEDAR I -------------11 5" THK REINFORGCD GONG. I I L-------------J I I I w/SOLID TIMBER CURVED I I ABOVE GRADE I 5HINGLE5, ON 30# BLDG. PAPER ON 5/e" , I FOUNDATION WALL BEYOND s I I BRI�GKET5, PAINTED. SEE DETAIL I I i PLYWOOD SHEATHING ON 2x6@16" i ---------------t t I I I I I I MASONRY STAIRS TO GRADE -------------� t I I FRAMING w/BATT INSULATION t I I I w/BLUESTONE TREADS. PROVIDE i t I ------------- I t I I HANDRAILS PER SPECIFICATIONS 5" THK. REINFORCED GONG. i i i 'F-------------� q I I t I I FOUNDATION WALL BEYOND i I t I --------------I I t pt I I I I I I I I I i I I r' ----,— ---------------J--------------------------------------------L------------------- -------------------------------- — -----J �------ -----I------- -I--- --------------------- ------------------------------L------t O TIORTINORTH LN SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" 4" DEEP 8"x12" RECE55ED NICHE )N/L.C.C. FLASHING. SEE DETAIL 06 Z • M G r } ROOF: _ J W o ° V STANDING SEAM METAL ROOFING ON I W --1• w Z w x APPROVED SUBSTRATE ON 5/4" T K. PLYWD. ~ a z LL DECKING. SEE SPECIFIGATION5 — — — — — � W. s U W to 6 W• N = .4 U / \ / Ld :\ \36144"/ I in 17 av �77,r �r 1-T T 17 [1E I SECOND FLOOR p ; Ixb PVC ASGIA LILIE811 E [1[1811- 11E 11 FLOOR OF LANDING144"/ 1d30- , i `' �;•` ": . _ / \ /' \\ `\ /� \\ /� \36'` "a 80 16 " 40" 80" PROJECT NO: 1516 BASEMENT STAIR DRAWN BY: WINDOWSILL 1.5 \ / FIRST FLOOR DN FRP�NII \ , W SILL SITS / \ _NM_ AL CHECKED BY: r r' - t DATE: I I I I I I I I I I I I I I I I 4/29/16 I I I I I I I I I I I I I I I I I II I I I I I I I I I I I • i I MASONRY S�1AIRS TO GRADE I I I I t I I I I I , SHINGLE SIDING: SCALE: w/BLUE5TON TREADS. PROVIDE i i i i i REMOVABLE SCREEN PANEIIS FABRUGATED I I PROVIDE PRE-STAINED RED GEDI gi _ 1 1 0 I , A;R , 1/4 - - HANDRAILS WER SPECIFICATIONS 5" THK. IREINFORCED GONG. I I I I OF �4AHOC7, ANY W/BRONZE Si,REENIN�. I FLOOR OF LANDING I FOUNDATION WALL BEYONDII II I PRCVIDE 5 CURE ATTAGHMNT TO WSHINGLES ON 30# BLDG. PAPER 105T5, 8 THK. REINFORCED GONG. PLYWOOD SHEATHING ON 2x6®16 SHEET TITLE: BEAM STONE PAVING FOUNDATION WALL BEYOND I I FRAMING w/BATT INSULATION I I I I I I I I I I I I I I I I I I I • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I ALTERNATE s� ' - — I — — — I— — I — �- — •-I- — t — I I I I I I I I r-j r-j L----------- L------------------------------1------------L--------------1 ------------------I------------------- -------------- ---------------J--------------- -------------L---------------L-----J L------L--------------------------------------------------------------1-----------------------J-----------------------------J----- WINDOWS iAILAr IR ImSOUTH ELEVATION- SCALE: 1/4" = V -0 SCALE: 1/4" = l' -O" SHEET NO: ALTER" NATE WINNUIDOWS/EXTE' "RhIOR BIDDING & PERMITS If' . " • ti: C W Y 9 LU W I , z TERMINATION GAP AT WOOD-BURNING �e FIREPLACE FLUE. PROVIDE L.G.G. CHIMNEY GAP, WATERTIGHT Iuj j I IArmW 12 101 VENTED RIDGE GAP (TYP) - O I WOOD FRAME CHIMNEY w/g/4" PLYWD. PROVIDE SHIPLA FINISH SHEATHING, 30# BLDG. PAPER, &ALV. WIRE MESH 4 1" GONG. STUCCO. PROVIDE ALL REG'D j PERPENDICULAR TO FRAMING ON I FLASHING AT ROOF 4 I'VALL INTERSECTIONS / FLAT 4 SLOPED qL6., ALL PAINTED tj STRUCTURAL RIDGE BEAM (SEE PLANS) Lu TOP SECOND FLOOR PLATE — — — — — — — — — — — tG�IP CATIONS) ON 30 BEAM METAL � SLL DG EE SPEPAPER ON 5/4" PLYWD. ROOF DECKING ON 2x10 \ ROOF RAFTERS WIR-30 BATT INSULATION ' VINYL GLAD WOOD WINDOW. \ Q SEE PLANS 4 SPE05. FOR UNIT E3EID OM DESIGNATIONS I I \ 12 ® V 10 p bx8 HIR TIMBERS, BOLTED BETWEEN \' O RAF RS w/6x6 KINiG POST, BLIND \� N BOLTtD TO GROSS IBEAM to • , _TOP SECOND FLOOR SUBFLR. -- -- -- - N p - FC601�PLA�E— – ------------------------------------------------- TOP FIRST FLOOR PLATE Ixb PVC FASCIA k4/GUTTER PROM E SHIPLAP FINIS PERPE DIGULAR TO FRAMING, PAINTED LI VINYL GLAD WOOD WINDOW. �'•, -,:,� ' ,: ; , " _ DININEI ROOM PRE B. WOOD BURNT N SEE PLANS 4 5PEG5. FOR p' K I TG i=AN7RNT" FI P AGE (SEE 5PEG5 M 'r' � UNIT DESIGNATIONS 06 Z. CEDAR SHINGLE SIDING ON I wN RWRITER'5 APPROVE];) }� OOM to Q• a _ MET FLUE TO FRAME G I Y G 50# BLDG. PAPER ON g/8" PLYWD. SHEATHING ON J o n a 2x6®Ib" STUD FRAMING y o M w/R-la BATT INSULATION I WJ° wz Wx SHIN&LE 51DIN& (TYP) = a z LL • � W° v � w n M v TOP FIRST FLOOR SUBFLR. TOP FIRST FLOOR SUBFLR. aino � � •• — co W N TOP FOUNDATION (2)#5 CONTIN. REBAR, TOP OF WALL N ° FINAL GRADE \E I IN GRAD/ //\ STEEL GIRDER (SEE FOUNDATION PLAN FOR `��F" /X r° SIZE) ON 5-1/2" O.D. STEEL PIPE COLUMN x 12" ANCHOR BOLTS 052" OG S \/EACH CORNER WASHEF?, 12" FROM \ WOOD FINISH FLOORING ON /4 PLYWD. \ SUBFLOOR ON TJI FLOOR JOISTS. SEE -;E�f,.,r` \ \ \ \ \ \ \\//\\// /\\ O� ,- Y /\/\ PLANS FOR SIZE OF STRUCTURE. .�; . / �� ; 1 / / 4" THK. CONCRETE SLAB REINFORCED PROVIDE R-50 BATT INSULATION BELOW 8 THK. POURED GONG. FOUNDATION/ \/\/ to +''._: „ �`�.�g C \ \ \ \ \ \ ',-y. �1�tOJ" M NT w/bxb, 1(o WELDED WIRE MESH. PROVIDE BASEMENT ••: \WALL w/#5 REBAR ®24 O/G EACH \ X. C. T••; SAW GUT JOINTS PER 5PEG5. / " ? '4 to WAY, w I C SPLICE AND PER i t. • \ \ \ \ \ \ .r; •? /KAY, w I UID � • \ \ \ \ \ \ �` I •, . \/ /L Q APPLIED ;; /\ ,'..+ t.;: DAMPPROOFING �' l FOOTIN 75 POINT GONG. �/ �/ „- • FOOTINGS AT POINT LOADS ”: / / / / � / .S• 7 • '. •.. •r •1 1• .Y Iia \ \ •'.: • . ::..' •• .. •'s•:.w"...: •...•..•, j: .�... ..tom+I^• -h..•:. :' TOP FOOTING \ \ \ \ N• 1 8 xib POURED GONG. FOOTING 5E 1516 \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \_! \ \ \ \ —� �\ \ \ \ �\ \ \ \ \ \ \ \ \ ON UN0I5TURBED 501L w/(2)#5 \ /� \ DRAWN BY: \/\/\/\/\y\/L\��/\/ /\/\ \f, / / /\/\/\/\/\ �\��/�/\/\/\/\/\/�/ / CONTINUOUS REBAR \ TCS -BUILD N %�7 R� / X1/0 N/ \ / / / \/ \/i\/i\/i\/i\/i\/i\/i\/i\/i\/ \/i\/i\/i\/i\/i\/i\/i\/i\/i\�i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i��i��i�/ /i\/i\ \\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ CHECKED BY: \ /\ \ \ \ \ \ \ \ \ \ \//\//\//\//\ \//\//\/ \//\//\//\//\ \//\ \ \//\ \//\//\//\/\//\//\//\//\/\ \//`�/\ //\//\//\//\//\//\//\//\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \\/\\/\\/\\/\\/ \\/\ DATE: 4/29/16 \\\ \\\ \\\ \ \\ \\\ \ \ \\\\\\ \\\\\\\\\ \\\ \\\ \\\\\\\\\ \\\ \\ \\ \\\ \\\\\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\ \\ \\/ \\ \\/\\ SCALE: \/M\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\ \\/�\ SHEET TITLE: . \ \ \ \/\ \ \/\/\/\/\/\/\/\/\/\/\/\/\�\/\ //\//, , , / SCALE: 3/8" = 1' -0" �\� \ \ \� �� \ /x X \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \\r\� BUILDING SECTION r SHEET NO: Itty M j ' M, t: BIDDING & PERMITS A A V UJ VENTED RIDGE GAP (TYP) 2x8®Ib" GLC. JOISTS WR-50 BATT INSULATION, GYP. BD. FINISH BELOWuj W La /—LINE OF 055 ABLE 1211 BE rOND / Z Lu v- 4 ,. ti'•, VENTED RIDGE GAP (TYP) STRUCTURAL RIDGE BEAM (SEE PLANS) I �� 2L] UNDERSIDE CEILING JOISTS — — — 1i STANDING SEAM METAL ROOF (SEE i ILL,\ \ 5PECIFICATION5) ON 30# BLDG. P' PAPER ON s/4" PLYWD. ROOF TOP 2nd SLR PLATE TOP GREAT ROOM DECKING ON 2x10 ROOF RAFTERS RIDGE BEAM vi/R-50 BATT INSULATION 1 (` W L/ I V bxb FIR TIMBERS, BOLTED // \\ I I // // // \\ // \\ UL BETWEEN RAFTERS, w/bxb KING VINYL GLAD WOOD WINDOW. 12 POST, BLIND BOLTED TO SEE PLANS 4 SPECS. FOR 8 I GR055 BEAM UNIT DESIGNATIONS 645T G-f- / \ BED00o I I / / � / / \ J = \ GEN \ +ALL SO , V CANTILEVERED OVERHANG w/2x16®I6" RAFTERS, s/4" PLYWD. ' DECKING $ METAL ROOF N Id r,•. --—_- - -- - _ - TOP I tFLR PLATE — — — — TOP Ist FLR PLATE `t, I ADJUST OVERHANG I I in TO ALIGNIx&I I L 1 1 6 / WADJAGENT ROOFS / I I CE I G FI GROOVE PVG \ CEILING FINISH PINI NCS ROOM o I'-lo" I' GOVERE D WOOD FRAME COLUMN w/3/4" / THK. PVC FINISH. PROVIDE / NTiztt' H \\ I i�Oi�Gf-I / HOLD-DOWNS TOP BOTTOM / LL / \ I 08 Z. Q. VINYL GLAD 6LA55 DOOR. BLUESTONE PAVING IN 5ETTING PROVIDE FLASHING AT SILL ; Q \\ BED ON 4" THK. GONG. SLAB BLUE5TONE PAVING IN SETTING i J - a \ REINF. w/bxb;o1(o W.W.M. PITCH TO EDGES \ I / I BED ON 4" THK. GONG. SLAB I I rn o o M \\ 1 K 11C HEN REINF. w/bxb;o1{o W.W.M. PITCH W -j- W z W x TO EDGES \ (2)#5 CONTIN. REBAR, TOP OF WALL = W TOP Ist FLR7-7 — W• a N v ' SUBFLR. - "r' m TOP STONE "' •• �: ' -•'': '•,: .'�.::• , ; :�. .:�:. :'s.:.r: ; ,.;, .:' Y ., • v p; b. TOP FOUNDATION 1~.' .•:, ;:::;:•' '`;• \\ \\ \ \ �:�'-' \PROVIDE THICKENED SLAB\ .':�• :: •. FINAL RADE ,' / =.:';' /� \\\\\\\\ STEEL GIRDER OR WOOD POWER BEAM . HAUNCH w/(3)#5 REBAR ;.;9 , pp ,•a�' I •�~ \ \•• lr '' 1• !' \ ,+•''w / / / / ,. II II I � " .41t• / I � � � � Y!. /\ :o' \ :•'' \ \ \ \ \ \\\\\\\\ SEE FLOOR PLANS WOOD FINISH FLOORING ON /4 PLYWD. \ \ \ \ \ \ \ \ STEEL GIRDER (SEE FOUNDATION �' /\ `•: /\/\/\/ rz''±J \/ \ \ \ \ "'r,. SUBFLOOR ON TJI FLOOR JOISTS. SEE / iEXISTI G GRADE ) "� 'y� / / / PLAN FOR 51ZE ON 3-1/2" O.D. ' '; ;.',.,, '•�; PLANS FOR SIZE OF STRUCTURE. '•� ` , STEEL PIPE COLUMN \I2"x121 iFOURED GONG. HAUNCH \/ PROVIDE R-30 BATT INSULATION BELOW \/ \/ \/ \/ \/ \ "`•' // \� \\ \\ \ \\ . .•. \w/(3)#5, REBAR AT EXTERIOIR \\ / / ''�'�: STAIRS TYP I _ t ' , , Or h! !'' ''' 4 THK. CONCRETE SLAB REINFORCED ;• i ,•�F' r ` , � »,;?,,'. / 4 THK. CONCRETE SLAB REINFORCED '� \\ /� \ /� \ /� \ /� \ /�\ / / / / / io RO IDE m e" " w bxb WELDED WIRE MESH. PROVIDE A V w/bxb< �a \ 6 \ \\ \\ \\ \\ \\ ^: �(o \ \ WELDED WIRE MESH. P V � S M NT t- / x I ANCHOR BOLTS ® 2 I/ BASEMENT / •'r,.< SAW GUT JOINTS PER SPECS. /� �6 " T \ \ \ \ \ \ \ x5x METAL WA5HER 12 \ / SAW GUT JOIN 5 PER SPECS. \ \/ \/ ::: / 'FROM tAGH CORNER i / `? / / / / "s' '. \/ \ - \ j;;: 8" THK POURED GONG. \ .` \X\ \ \ \ / // fi� /' / / •• •, ' FOUNDATION WALL w/#5 REAR / ®24" /C EACH WAY w/36"' / AND Pl*R SPEGIFIGATIONS, 14/LIQUID / /APPL19D DAMPPROOFING / y:+"~ - .J• Y. :,.. \ �+. \ \ \ \ \ ECT r• \ \ �! :`.; ,, ,;_.> :Ili: •.}.:.G'. \ \ \ \ \ \ \ \ .A. .�., 'T .5....r :'�.: .41: it•":,• may•• f,. l •/ J• TOP OTING �,:� / L r \ \ \ \ 1516 pp S 11 11 4 1.� 1 8 xlb P URED GONG. FO TING K Q Q I I «.r. '' / / • '•'''• ' / / / / / / x,51=T�3N-1aNDISTURBED \ \ \" � . \ / / / / / / "'•...:;:r / / / / / / / •'��"�:;�.``•: - �- - N. �\\\\ \\\\\\ \\\ \\\ \\\ \\\ \\ �w/(2)#5 CONTINUOUS REBAR �\ \\ \\ \\ \\ \\ \\\ \\\\\\ \\\ \\ \\\\\ \\\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ /\\ \� \\ \\ \\ \\ \ \\ DRAWN BY: TCS \/\\/\\/\\/\\/\\\\\/\\/\\/\\/\\/\\/\\/\\/ \/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\ \\� /\\ CHECKED BY: \\\\\\\\\\\\\\\\\\\\\\\/\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\� \\\\\\' \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\/\\\\\\\\/\\\\\ \\\ DATE: \ \ \//\//\//\//\//\//\ /\//\ ON //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\�/\//\//\/ \/ //\// /\// 4/29116 \/\\/\ \\/\\/\\/\\ / \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/ SCALE: 3/8" _ <, / /\/ � SHEET TITLE: • \/ U L D I N " //�//\//\/\/\/\/\ /� ULD \/\\j�\ SCALE: 3/8" = V -0 \ '\\ / /SCALE: 3/8" = 1' -0" � \/ \/ \/ \//� / BUILDING \\ SECTIONS B C SHEET NO: BIDDING & PERMITS p STAND I Nr� SEAM ALUMINUM ROOFING PER SPEC I F I GATI ONS. p. .. PROVIDE ALL REG'D TRIMS 4 GAPS FOR WEATHERTIGHT °t APPLICATION. PROVIDE TWO PIECE RIDGE GAP GABLE END TRIM ATTACHED THRU SUB-FASCIA. ENSURE NO ATTACHMENTS V 151 BLY PENETRATE DECKING UJ Ix& PVC FASCIA BOARD ON 2x4 SUB-FASCIA FRAMING V O PROVIDE 2x4 SUPPORT OF FASCIA AS REO'D. ROOF RAFTER FRAMING PER SECOND uj w W Ixb PVC, FRIEZE BOARD UNDER OVERHANG ATTACHED FLOOR PLAN ® Z OVER TOP COURSE OF CEDAR 5HIN6LE5 CEDAR 5HINGLE SIDING ON 30# BLDG. PAPER ON 5/8" co PLYWD. 5HEATHIN6 ON 2x STUD FRAMING 1 1 w F- W VINYL GLAD WINDOW w/PVC CA51NO a SILL 0 Q O SECON� FLR. w CEDAR SHINGLE SIDING ON 30# BLDG. PAPER F— �'' BUILT-UP STRUCTURAL BEAM CASED IN PVC UNDERLAYMENT. LAP UNDERLAY OVER FLASHING W — FINISH WOOD FLOOR ON 3/4" TsG PLYWD. W APPROVED FLASHING BETWEEN ROOF WALL 5UBFLOOR, GLUED NAILED WOOD BLOCKING GUT TO RADIUS, CASED 'ft.-ftw/PVC ON ALL F-XF05ED SIDES. OVERALL TOP OF PLYWD. SUBFLR. THICKNESS OF BRACKET = 4" — Q STANDING SEAM ROOFING PANELS. VERIFY R-30 BATT INSULATION IN FLOOR CAVITY. _ p'.. DETAILS w/MANUFACTURER FOR WATERTIGHT SEAL ENSURE TIGHT SEAL AT EDGES, ESPECIALLY V p` 12 OVER OPEN AREA BELOW SECOND FLOOR LAPPED UNDERLAYMENT ON $/4" PLYWD. DECKING. 1O / NS6ZR O ENSURE NO PENETRATION OF ATTACHMENTS THRU p;• ;.H .; 4 DECKING AT OPEN SOFFIT TJI ® I6" FLOOR FRAMING PER PLANS O 2.. 4.. Y2 x6 PVC CEILING BOARDS C4 O = 3/4" PVC, CASING, ALL SIDES, OVER Y2" GYP. BOARD FINISH ON WALLS s CEILING • I x6 PVC FASCIA STRUCTURAL WD. BEAM p? UN • I I p1 4 2x6®I6" RAFTER TAILS (TYP) ATTACHED SECURELY TO p;• - ; . FRAMING BEYOND, OR, WHERE NECESSARY, w/GALV. I p, BRACKET SEEN IN SID VIEW "TECO" ANCHORS, CONGEALED BY FRIEZE BOARD �O� / D 211 2x3 IPE HANDRAIL wEA5ED EDGE5 4 w/3/8"x1-12/" 5.5. � � I RST FL5�. p`- RAIL, CONNECTED FROM BELOW TO HANDRAIL, I I 101 I a; WELDED TO BALUSTERS otS z 1-1/2" SQUARE 5TAINLE55 STEEL I PVC CASING ON AGO FRAMED F' OR ALUMINUM BALUSTER i COLUMN, ANCHORED TOP $ BOTTOM FRONT DOOR w/WOOD JAMB s SILL171 Q• M r'• r•• M m I I CONTINUOUS FLASHING BETWEEN J � a o BLUESTONE PAVERS ON SETTING BED ON 4° I GONG. HAUNCH WOOD FRAMING FINISH WOOD FLOOR ON 3/4" T46 PLYWD. W J• °� THK. GONG. SLAB REINF. w/6x6, 1O1fo W.W.M. I SUBFLOOR, GLUED NAILED a z LL 5TRUGTURAL WOOD COLUMN, HELD DOWN PITCH SLAB TO EDGE Y4":1'-0" TOP BOTTOM CASE IN PVG I = W• cl c TOP OF PLYWD. SUBFLR. I g W. N 7 M BLUESTONE TREADS ON SETTING BED ON 4" Q ~ THK. GONG. FOUNDATION w/5TL. REBAR @24" "`; '` `� •. d `;' y . . `" ``. - 2" 6" REINFORCEMENTS @ N N • :. p I/ TJI I w/PLY 4, .'''.. ° .°.• ' . . ... • ' •` . .. . .. ALL BEAR G POINTS 3/8"x4"x4" STAINLESS STEEL, WELDED TO •'' IN IN .e •' .. • 4•, •.• • BALUSTERS. PROVIDE (4) CONNECTORS TO •:... . ' •..'; ; . .` GONG. BELOW (2) 2x6 Ar-,O SILL :. �U2" COMPACTED GRAVEL SUB-B ,. , U 0J -60 Ua�/Ua a �a Q •o (2) #5 REBAR CONTINUOUS I" THK. GONG. STUCCO FIN15H ON RISERS, :•• . ... :: ,. ...,•.f' '°�'. �°•.' E)_'10"') M , S 1 DE WALLS, FOUNDATION (TYP.) ; •: �a��a� U POUREDGONG. HAUNCH ON DETAIL _ COL ' :° * } . / d. COMPACTED FILL w/#5 GONTIN. REBAR Y2 x12 ANCHOR BOLT © 48 O.G. . ���,c•. vols 'r- 1 SCALE: V = 1' -0" PROVIDE LIQUID APPLIED DAMPPROOFING a; `•- "`"`'•'ir. �' ON ALL SURFACES BELOW GRADE '1 PROVIDE GONG. FOOTING 3 -6 MIN. e , :• \ \ \ \ \ \ \ \ #5 REBAR @ 24" O.G. EACH WAY. BELOW GRADE .4' �r • ., � ' �•••,. • . • PROVIDE 36 OVERLAP AT SPLICE 5ASD�ENT PROJECT NO: / v• POURED GONG. FOUNDATION WALL. SEE 1516 / SPEG5 FOR CONCRETE DETAILS DRAWN BY: 8" Y2" EXPANSION SEAL TS CHECKED BY: / ° 4" THK. GONG. SLAB REINFORCED :• : / w/bx6, io,(o W.W.M. DATE: 4/29/16 TOP OF FOOTING ° . '' ° • a •° SCALE: �... 1" = 1' - 0" 8"xl6" POURED GONG. FOOTING, MIN. 36" p.: A";< •.0..°' /� •'.O, 4' BELOW GRADE ON UNDISTURBED 501E SHEET TITLE: (2)#5 REBAR CONTINUOUS FOUNDATION DETAILS p. WALL SECTION SHEET NO: p'.. SCALE: 1" = 1' -0" x• BIDDING & PERMIT 3'—IV2 I I I V2, • I I I I I I I I I I I N SECOND FLOOR W p; i I I I W W r;• � . � � I I 5� I I I I I � Z �w LANDING W W I I I I 1-1/2 DIAMETER STEEL RAIL ATTACHED TO WALL w/BRACKET �''.. ( AT MID-POINT. RETURN TO WALL AT BOTTOM OF LOWER FLIGHT p I Dl I I I I I I I F I RST FLOOR I W -O" j U fI I I I I I I I l i cl) �• I I I I I I II � l 3, o— a— -n_ PROVIDE 5" RADIUS TO TERMINAL O TREAD O (D STAIR PLAW SCALE: 1" V -0 1-1/4" DIAMETER STEEL PIPE RAIL, RETURNED TO WALLS AT ENDS Y2"x 12" STEEL BALLU5TER5, vi/BLIND ATTACHMENT TO/THRU TREAD BELOW, WELDED TO RAILING. PROVIDE PAINTED FINISH °d Z• V) Q• M Q1 � 3/4" THK. WOOD TREAD COVE ' !- In ° BELOW W z W a aZL � Uj UN p a W• N = V H C4 � M p U) cl)• p1•. p 2„ � p' , . ' ;• ,rte 1-- ”°�. a r,r -40 p 7R3�J-� 1 LINE OF WALL ON LOWER FLIGHT ° s AT TERMINATION OF LOWER bra , RAILING, AND EDGE OF OPEN PROJECT NO: STRINGER VS BOX STRINGER 1516 DRAWN BY: loll I - TS I CHECKED BY: DATE: 4/29/16 r I SCALE: 1" = 1' - 0" SHEET TITLE: I STAIR o DETAILS I , m SHEET NO: SECTION!/ELEVATION! SCALE: 1" = V -0" BIDDING PERMIT p GSXOSD i=OTIONSIDOE SEAM TO MATCH HEAVY TI M5ER 5ELOIN UJ O &xa DOUGLAS FIR Of;, V I NTAC�E TI M5ERS, 5OLTED 5ETwEEN RAFTERS. FROVIDE &x& UJw K I NC; FOST TO MATCH, �L I NDTTGHD TO z SEAMS 5ELOK NO FINISHES N. 2 " THUG. X 12 " lnlIDE VNOOD ui SHED I NCS, ATTACHED TO I= WALL w/5L I ND STL. w 5RAr_ GETS FER SFEGS C;YF. 5D. FINISH — 0 E31:;). F I N I SH — O W 2 TH<. STONE LEDGELJL cn TV MOUNTED .... EN TO N _ Q o Q .. . .: G l l�l6, i� I NTD To wL ON FRE- 5 TR*"',r Vis: � �fGT MOOD = y 5UFN I N0CN co \ Y' r ` ELEVATION RECESS FOR 2 ELEVATION I V�IOOD STOR C9E ca Z n cna• Ma J �• D Mn- a o W _j- w z 3 x w a Z LL DW• WN N W• N 2 M • V n F ' a I-• v o co co '$?` G'/835J 1 .mow PROJECT NO: 1516 DRAWN BY: TCS CHECKED BY: . DATE: = 4/29/16 V N p; O SCALE: COY . 5D. 1 N 15 H 1/2" = 1' - oil p,. DR SHEET TI- OOM'N H /�71 11 1 - 011 TLE: LIVING / DINING ENTRY SHEET NO: AM p � ELEVATION I "U"' : 3 r.- • x: I N P E "R" M I T 15 -7 FROV I DE CUSTOM SHOVNER E3ASE Jul/ GERAM I G S 2 TILSINISi�. POND TILS ON SIOY�IR WALLS 4'-4" 8'-O�� I -O ON GEMENTIOUS E3AGKER 30ARD, W/ RECESSED N I GHE. FiR0V I DE SLA5 STONE SILLS AND JAM55 W O 00, Lu WALL. FROV I DE SH I F LA A GK SUfitFAGE, I TH I CX SH ELVES AND uj STOO1—, �J�La ��I NTD p''• `0 Gid I G/ST N TILE ON O F = r-7 rF. 5D. — F' w S TIqN Y W ERE3A7H TUEb- w LU ELEVATION ELEVATION NOTES : 00 4 SEE FLUM5 1 NCSLL LGTi�I G, CERAMIC, TILE, AND INTERIOR FINISHES � G S I NST 5'r OWN SEGTI ONS IN Si�EG I F I G,�TI ONS FOR J Q 2 '- 10 " 2 -��2 �O '-O" MATERIALS 07HER I NFORMA71 ON = LL O : RBo N 1/2 IV /2" = 1' - 0" CO N 42x-72 " MIRROR I ADHERED TO 1 - WALL SURFACE FRAMELESS, TEMFERED 7ROUC�}� LA�ATOi�Y ON CSL SSS OW i� NGLOSUfi� . FURNITURE SUFFL I ED 5)"' �Efi�l FY f�Afi�DWAi�E OMR. FROVIDE WALL To Q vw/INTERIOR DES I CANER DUGTS MOUNTE a —j g• o � R L.J ~ ° ° � a' w — • WZ � x W LL F � W• v ui � a cl LLJXX • to v = M i U • Q ' D ELEVATION �•..::,_ ;: 6 7 ELEVATION p p'• I 0YF. 5D. FINISH FLYWOOD SHELVES � i( GOUNTERTOF w/EDC � _ SANDING, FAINTED �� r, PROJECT NO: i� 1516 • Q Q i DRAWN BY: TCS a' CHECKED BY:OO SA NDOOR FA5RIGATED 1— OF WEATHERED WOOD. �� DATE: -I SEE SFEC.,. FOR SUS FAC.,E 4129/16 ISCALE: MOUNTED HAfi�DWARE 1/2" = 1' - 01 m SHEET TITLE: MASTER $ PANTRY ELEVATION 9 ELEVATION ELEVATION POWDER SHEET NO: B. E wL*I allk 0 0 M. "A U N D Dy- 1/2" = 1' - 0'" 1/2I — 1' - 0" 112" = 1' - 0,. ts u [J um ' PE 'Km% Mlmql" F' F: p' • p` • a, 00, 4 CA SUR1-AGE L I OHT FIXTURE UJ MIRROR 5Y OWNER O - � V 1 = w cy ° 13 O`I'F. 5D. FINISH = wALL MOUNTED FAUGET �- �— 0 b TROUGH LAVATORY FURNITURE ISY OVA NER ~ r : w F1 Olf\\f D R 1/2" = 11 - 0 11 ELEVATION 12 ELEVATION 13 ELEVATION 14 ELEVATION GERAMIG/STONE TILE ON NOTES : ~ p.. W GONG. SLA5. TILE $ GROUT SEE F1 UM51 NO, ELEGTR I G, GERAM I G SELECTION I3Y OI#NNER TILE, AND INTERIOR F I N I SH7S "3ARN" DOOR FA5R I GATED OF FANTRY SHELV I NO FA5R I GATED OF um p':. .;• •` cn SEGTI ONS IN Si=EG I F I GATI ONS FOR WEATHERED SEE SEG. LYV�D. w/ DO SND I NO MATERIALS $, OTHER INFORMATION FOR SURFACE MOUNTED HAR:DwARE SOLID WOOD LEOS SUFFORTS oC :., 2 I _O = p.., 2 ,_o„ p; p,• O : O ; — 16 — _ = 2 15 1 od Z. 18 _ _ 1 1 0 m I N N Q M V � W J. � � x Q z ua LLJ• � M � � -' - W. N U n � U m RY ELEVATION ELEVATION ELEVATIO `n cn' • 15 16 17 - 1/2" = 1' - 01f U A T "n RECESSED MED. GA5. w/(S)OLASS = 1/2" = 1' - 0" 2 �_O SHELVES, MIRROR ADHERED TO ' DOOR $ GAS I NO TO MATCH K NDOWS FROV I DE CUSTOM SHOWER 5ASE w/ CERAMIC, TILE FINISH. FROV I DE TILE ON SHOWER OYF. 5D. FINISH WALLS ON GEMENTIOUS :. ��G'IG�R �®�tRD, W/ R�G�SS�D PROJECT NO: r N I GHE. FROG/IDE SLA5 STONE 1516 SILLS AND JAM5S - V_fDRAWN BY: ` TCS CHECKED BY: p, Q , , �NGLOSUR�. VRI �Y DATE: 4/29/16 HARDWAREw/INT. DSS I ON R SCALE: p' Ln = - " 1' 0" 1/2 _ p,; ;' N � b STONE TOfi� C�� � J�M�S SHEET TITLE: _I I xC SH I FLAF FANEL I NO w/I x2 BATHS p' TOF GAF, ALL FAINTED ELEVATION 19 ELEVATION 20 ELEVATION ELEVATION SHEET NO: a 18 21 TROUGH LAVATOR)' w/WALL MOUNTED FAUCET. MOUNT ON FURNITURE FROV I DED I3Y OWNER "B" I I N king + W Lu p p Lu --LLLLL 1� 1� I L ----------- o - - ------ - \\ p, - p' I I w D � Z p� I � I W I i5/b IL--------------•--------------- uj I I ELECTRICAL LEGEND =__ - - -- _ � DUPLEX REGEPTAGLE OUTLETLL - IJ------- • 220V RECEPTACLE CUTLET ----- I t - -' OUADRAPLEX REGEP'TAGLE OUTLET HALF HOT REGEPTAGLE OUTLET ¢ ` L1-------- \ \ J ' I I WATER PROOF RECEPTACLE OUTLET - \ Q Nj I .r+ ------ - �:; I I GROUND FAULT INTERRUPTOR OUTLET I HIGH HAT FIXTURE ® (, {� HIGH HAT FIXTURE LOA VOLTAGE I I I O DIRECTIONAL HIGH HAT SURFACE MOUNTED G:EILING FIXTURE 1 i D I I` C 1 III ' N SURFACE MOUNTED I^VALL FIXTURE ' i r--------t---------1-1�t-------- ----- CNII ® AUDIO SPEAKER ® CARBON MONOXIPt ='ET'EGTOR SURFACE MOUNTED (M'i""OT LIGHT I 5WITGH i i i 1 I 11 DOOR 5WITGH I I I I I 5WITGH DIMMER I I \ TELEPHONE i , i 7 --------- , \ ON TELEVISION SMOKE DETECTOR i I 1 ' 06 Z• I I I \\ I I 5URFAGE MOUNTED V!ILING FAN pf UNDER CABINET 5TRilr HALOGEN FIXTURE M SURFACE MOUNTED LIGHTING TRACK \\ r I 1 \ ' PRWJ � Li 0 EXTERIOR WALL MOUINTED FLOOD LIGHT / \ --- - --�--------1 r--\-------4------J W -�' w z EXHAUST FAN i `� I I \ r i = � z LL D Lu- Lo N O to a \ W = M —TT 1� I CUT- Ak p;� queen 0 --'---- -------' \ p ;: : ' , , _ LGTRIGALLY POWRD SKYLIGHTS �- \\ I I \\ \\ I I 1 +1 / I 1 1 — — — — — — L---- J L------ L-----J — I i /-------------`\ -J I\ `\ I \\ I I �51 1 P' twin ,' tw(n /r I ' HATCH A E PROJECT NO: 1516 DRAWN BY: TS _-------_ CHECKED BY: +'' -- i O BELOW O To ' DATE: i I 4/29/16 \ , . I I I I I `\ i I SCALE: 1/411 11 oll .__ TO ` SHEET TITLE. -- --- - - - -- - .n rn ---- ` - - - -- ELECTRIC LAYOUT PLANS 2nd 1St FLK. ELECOTRIC LAYFOUT PLAIN I Ll SHEET NO: SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" Ar p, . . . p . BIDDING & PERMITS