Loading...
HomeMy WebLinkAbout43772-Z FFQ4cD Town of Southold 8/18/2020 f� P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41358 Date: 8/14/2020 THIS CERTIFIES that the building POOL HOUSE Location of Property: 1530 Camp Mineola Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-5-3.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/10/2019 pursuant to which Building Permit No. 43772 dated 5/21/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: non-habitable non-sleeping accessory pool house with sauna,half bath, outdoor shower, pergola and attached storage space as applied for. The certificate is issued to Smith,Ronald&Hession,Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0040 7/8/2020 ELECTRICAL CERTIFICATE NO. 43772 2/5/2020 PLUMBERS CERTIFICATION DATED 5/5/2020 Brad Pi u h /rAutd-Signature s� kK TOWN OF SOUTHOLD BUILDING DEPARTMENT y _ TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE,SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43772 Date: 5/21/2019 Permission is hereby granted'to: Smith, Ronald 1530 Camp Mineola Rd Mattituck, NY 11952 To: construct a pool house as applied for. At premises located at: 1530 Camp Mineola Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 122.-5-3.5 i Pursuant to application dated 5/10/2019 and approved by the Building Inspector. To expire on 11/18/2020. Fees: ACCESSORY $456.00 CO -ACCESSORY BUILDING $50.00 1: $506.00 (Zing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802-- APPLICATION 65-1802--APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and'sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. May 10 , 2019 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 1530 Camp Mineola Road Southold House No. Street Hamlet Owner or Owners of Property: Ronald Smith and Anne Hession Suffolk County Tax Map No 1000, Section 122• Block 5 Lot 3.5 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A icant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) IRonald Smith and Anne Hession residing at 1530 Camp Mineola Road (Print property owner's name) (Mailing Address) Mattituck, NY 11952 do hereby authorize Meryl Kramer Architect 1. (Agent) PO Box 1600, Southold, NY 11971 to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) (Print Owner's Name) sovey®l Town Hall Annex a ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 �` a Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Ronald Smith Address: 1530 Camp Minneola Rd city Mattituck st IVY zip- 11952 Building Permit# 43772 Section 122 Block 5 Lot 3.5 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 Service Only Commerical Outdoor X 1st Floor Pool House X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 9 Ceiling Fixtures 13 Bath Exhaust r=an 1 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel 100A A/C Condenser Floor Outlet 1 Recessed Fixtures 5 CO2 Detectors Sub Panel 60A A/C Blower Range Recpt Ceding Fan Combo Smoke/COJ 1 Transformer UC Lights Dryer Recpt 30A Emergency FixturesTime Clocks B_� Disconnect Switches 13 Step Lights 2 Exit Fixtures Pump H I Other Equipment 30 Circuit Panel w/21 Used, 2- Combo Breakers, 2- GFI Breakers, 2- ARC Fault Breakers Notes Pool l-louse Inspector Signature: ®ate: February 5, 2020 S.Devlin-Cert Electrical Compliance Form.xls k4 hQ�N\Of SU(tT��la Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ��C4UNTt,���� BUILDING DEPARTMENT r ` r I ` OWN OF SOUTI[OLD JUN 15 2020 J I1 '1 T4` 1? CERTIFICATION Date: 5 S Z 0 Building Permit No. Lj 3 Owner: S�',�-� - 1530 Co-gv D'M'%vjfola,-go,, or'o +-�.XC'L (Please print) Plumber:—R roj- 1P-1'e- C C (Please print) ( I certify that the solder used in the water supply systems contains Iess than 2/10 of 1% lead. R i t (Plumbers Signature) j Sword to before me this day of , 20,?Q SUSAN A.RIZZO Notary Public,State of New York No.01 816183459 ()ualified in Suffolk County ` Notary Public; D'/�i --County Commission Expires March 17,P281' y �pF 50Gjy TOWN OF SOUTiHOLD BUILDING DEPT. courm, 765-1802 INSPECT ON I [ ] FOUNDATION 1ST [ R UGH PLBG. [ ] UNDATION 2ND ( INSULATION [ FRAMI TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARILS' rwow,..- t j I 6ve�— DATE C� INSPECTOR i of SOGIyO # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ FOUNDATION 1ST [ ] ROUGH PLSG. [ ] OUNDATION 2ND [ ] INSULATION [ TR PI [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �Av b Int) -�-a Owz tAM& DATE Z3 INSPECTOR o�aOF SOUIyO # TOWN OF SOUTHOLD BUILDING DEPT., • ao °`ycourm,�F'' 765-1802 INSPECTION [ ] FOUNDATION 1ST' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [, FINAL �W [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: &im" DATE / INSPECTOR OFSOOTyo6 4 3 7 7 215 O C ' (� • I �COL* # # -TOWN OF SOUTHOLD B ILDING /gDEPT. . l �n,Rm 765.1802 INSPECTI-ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING.' [ ] FRAMING/STRAPPING [ ] FINAL w [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ]=FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Z 5 INSPECTOR '�— J.P.HUNTER ENTERPRISES, INC. INSULATION L 1190E 283-4120HARD 60D FLOORING— HUNTER31) 4163 675 Elton Street,Riverhead, January 21, 2020 JAN 2 2020 RE: Smith Residence Pool House 1530 Camp Mineola Rd Mattituck To Whom It May Concern, The above mentioned structure was insulated as follows: Sound deaden all interior walls with 3 %2" mineral fiber sound batts. Fire caulk all penetrations.as per code. 2" 2 Ib density foam at all 2 x 6 exterior walls with 3 %2" R-15 unfaced fiberglass batts for a total of R-27. Low expansion foam at windows and doors. +/- 9" open cell foam at roof line R-33. Sincerely, Kenneth Brauner ��RE®Arc �vQoS •�$6 (P 02480 F OF �E ' S FIELD 1NSPECTIOq REPORT ATE CO NTS • _ t w HMA FOUNDATION(IST) . � y ------------------------ _ 'FOUNDATION (2ND) AN-CIV/ IS0 w Vol) c ° n � L� 00, � tn. CIO ROUGH FRAMING& PLUMBING y INSULATION PER N. Y. , STATE ENERGY CODE UALv 'C/ FINAL � DITIONAL COMMENTS 9 bo s ��- °�0� d o z �y .r TOWN OF SOUTHOLD '` '' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD;NY 11971 , 3 sets of Building Plans' TEL: 765-1802 Survey PERMIT NO.- Check ' -- Septic Form, N.Y.S.D.E.C. Trustees' Examined . 20- � � � - " Contact: Approved ;20 �(' ��1 VVVV Mail to: Meryl Kramer Architect . Disapproved a/c PO Box 1600,Southold, NY 11971 Q ZQ1Q C Phone: 631477 8736 -jai ng Inspector- 3% APPLICATION FOR BUILDING PERMIT Date May 10 92019 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 a Certificate of Occupancy is issued by the Building Inspector: 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. ( ature of applicant or name,if a corporation) 1000, SWI$01d N1 Il f tJt. (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 Ronald Smith and Anne Hession - (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: 1530 Camp Mineola Rd Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 122 Block 5 Lot 3.5. Subdivision Filed Map No. 'Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential Accessory 3. Nature of work(check which applicable):New Building X Poolhouse Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $250,000 Fed r, to be aid on filing this application) /A Accessory ( p g pp ) 5. If dwelling, number of dwelling unit Poolhous Number of dwellirig',uriits`,on each floor If garage, number of cars e , �-T. 6. If business, commercial or mixed occupancy, specify nature and extent-,of each'type of use. N/A 7. Dimensions of existing structures, if any: Front N/A New-80uctur4ear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 421-0" Rear 423-0" Depth 261-0" Height Of Number of Stories 1 9. Size of lot: Front 229.07' Rear 239.76' Depth 344.99' 10. Date of Purchase November 22, 1985Name of Former Owner John and Catherine Simicich 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. 'Will lot be re-graded N/A Will excess fill be removed from premises: YES NO 1530 Camp Mineola Rd. 14.Names of Owner of premises Ron Smith&Anne HessionAddresS Mattituck.NY 11952 Phone No. 631372-8565 Name of Architect Meryl Kramer Address PO Box 1600, Phone No 631477-8736 Name of Contractor North Fork Woodworks Address Southold,NY 11971 81()Travelers Street Phone NO. 631298 7900 Southold,NY 11971 15. Is this property within 100 feet of a tidal wetland? *YES NO X • IF YES, SOUTHOLD TOWN TRUSTEES 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. STATE OF NEW YORK) SS: COUNTY OF ) ,./ 1� 1 16myM J� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Aw—k- 4 (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. Swomt�o before me this day of MDQ 20_[CL_ ��rlew r-� W4-6t�� Notary Public ignature of Applicant TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW VORI( NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,22.a,' — t Scott A. Mussell ,°S%JFFQIr ST01KMWA\']F1E1K SUPERVISOR ' MANAGEMENTpz U SOUTHOLD TOWN HALL-P.O.Box 1179 0 C� 53095 Main Road-SOUTHOLD,NEW YORK 11971 r Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE LVE ANY OF THE FOI,I=.CDWINQ Yes No (CHECIC ALL THAT APPLY) �® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes r 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 witGyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Dates Distmt NAME_ Timothy Kenniston, RLA 122 5 3.005 5/10/2019 emu Section Block Lot FOR BUILDING MENT USE ONLY Contact Information: 631-209-2410 * RT **** Rekphooe Numbcrl Reviewed By: — — — — — — — — — — — — — — — — Date. 61 Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 1530 Camp Mineola RoadD Approved for processing Building Permit. tormwater Management Control Plan Not Required. Mattituck, NY 11952 Stormwater Management Control Plan Is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M.�" 1000 sem¢ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — O� k NAME Tim Kenniston, RLA s2t2n Block 5 3.005 � r� Stormwater Management Control Plan CHECK LIST Pl—Pnm w S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 631-209-2410 Date:gnaturt �c The applicant must provide a Complete Explanation and/or Reason for not providing May 10, 2019 Q! all Information that has been Required by the following Checklistl Ttleplw,m Numhm; 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YENO NA If You answered No or NA to any Item, Please Provide Justification Herel ID— show all of the following items: If you need additional room for explanations, Please Protide i a a. Location& Description of Property Boundaries ✓ b. Total Site Acreage. Lj c. Existing-Natural & Man Made Features within 500 L.F. ✓ of the Site Boundary as required by §236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing & Area of Proposed Land Disturbance. S 00 f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) EEZ:I= Lowest elevation on site is above elevation 10-Existing Spot s ;Gent` g. Location of all existing& proposed structures, roads, TOWN OF SUU driveways, sidewalks, drainage improvements& utilities. EROSION &SEDIMENT CONTROLS h. Spot Grades& Finish Floor Elevations for all existing& ✓ Shall include but not b e limited tn- proposed structures. 1. Location of proposed Swimming Pool and discharge ring. ' j. Location of proposed Soil Stockpile Area(s). ' k. Location of proposed Construction Entrance/Staging Area(s). ✓ �0 1. Location of proposed concrete washout area(s). ✓ 0� m. Location of all proposed erosion&sediment control measures. 0 DRAINAGE iNSPECTIONS ARE REQUIRED 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate Eentact TOS Engineering at:765=156E) before on-site the run-off from all impervious surfaces generated by a two BdLkfill, OR Provide Engineer's Certification rainfall/storm event that a drainage has Been installed to Code. 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. 00 b. Construction Entrance&Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERIN EPA R T USE ONLY**** IAdditional Information is Required. Reviewed& ® Stormwater Management Control Plan is Not Complete. Approved By — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: `� `j SMCP has been approved by the Engineering Department. FORM * SWCP C eck List-TOS MAY 2014 r � SufFp�K BUILDING DEPARTMENT- Elect'HOI llntpector TOWN OF,SOUTH6�"D\ ti - Town Hall Annex- 54375 Main Road'- Pff 6oR 8176),g o _ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (63a1);7G902;;; roper.richert(&-town.southogri)."Ug-, APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: F,-n f Date: _ I m Company Name: F r C Name: Ve-1TI+ License No.: Mr email: /allas 1 4 bco Address: ` D Sour[ c. Phone No.: (a31 - -I y JOB SITE INFORMATION: (All Information Required) Name: M eerTt-wL--' Address: a�C0 4 KD A-cTr 7-UCt C Cross Street: Phone No.: �l- Bldg.Permit#: email: Tax Map District: 1000 Section: l'a Block: Lot: J BRIEF DESCRIPTION OF WORK (Please 'Print Clearly) ` O s a r-4- Circle All That Apply: Is job ready for inspection?: YESCN �ou _ Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # s Old Meter# New Service - Fire Reconnect- Flood Reconne ervice Reconnected - Underground - Overhead # Underground Laterals 1 2 rame Pole Work done on Service? Y N Additional Informs PAYMENT DUE WITH APPLICATION q f�J�� Request for Inspection Form"xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION-OF-TRUSS TYPEZONSTRUCTION, PRE-ENGINEERED, WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: May 10 , 2019 Owner: Ronald Smith-and Anne Hession Location of Property:." 1530 Camp Mineola-Road, Mattituck, NY 11952 Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential' structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Floor and Roof Ridge (PW) Signature-:,,---------------- Name (person submitting this form): Meryl Kramer, Architect Capacity(check applicable line): Owner X_ Owner representative TrussReq15.docx: Effective 1/1/2015 A, �A K y_ h W r fir*T•. V� � 1 S � �: 3 ` 4 y1.*` +;MAy"'k—`�--'�h.-E�,"— ='I 'si'` 1. •A - y. 1� lrtf)b ��,i•d €,i Y �q.G��iX.S,, <��t��,,�G'k� � .i q y l: }3 i s mP Y, jFLOOR FRAMING, INCLUDING GIRDERS AND t i s , - !► RAMINO OOFFR M E R Y L K R A M E R a r c h i t e c t 260 HORTONS LANE TRANSMITTAL POST OFFICE BOX 1 600 S O U T H O L D, N Y 1 1 9 7 1 Atrbm Southold Building Department Via: Walk In 6 3 1 - 4 7 7 - 8 7 3 6 Address Town Hall,Southold NY Date: July 31,2018 m k a r c h i t e c t c o m Re: Building Permit#43772-Revision CC: WE ARE SENDING YOU x Attached ❑Under separate cover via the following items: ❑Shop drawings X Drawings ❑Specifications []Copy of letter COPIES DATE DESCRIPTION 4 6/13/18 Revised Site Plans 4 7/31/19 Revised 1st Floor Plans incl.bathroom� and wet bar 1 7/31/19 Town of Southold Septic Permit �ce'k P{- 1 7/26/19 SCDHS Approved Septic Plan THESE ARE TRANSMITTED as checked below: X For Approval ❑ Foryour use ❑As Requested ❑ For review and comment REMARKS: The attached drawings are a revision to permit 43772. We would like you to amend the current permit. Thank you. Meryl Kramer,AIA, LEED AP Bunch, Connie From: Bunch, Connie Sent: Thursday, August 13, 2020 9:11 AM To: 'Martin Finnegan' Subject: see attached survey Attachments: @@@2222222_20200813080719.pdf Please see the atta ed sury . Amanda is waiting for specs of the generator so she can write that permit and a small roof area or cov ed porch (?) as added to the pool house that the plans do not show. Please contact the architect for an amended plan hat r Best Regards, Connie Bunch c � Southold Town Building Dept. Yj i ELEVATION 18.75' N/F COUNNOFSUFFOLK SMITH RESIDENCE Dark brown toom OI• (DEDICATED FOR FUTURE 1 SW Camp Mineola Road AW ENTRYPURPCSL7 Maltttuck,New York OLE JULE HOMEOWNERS NZF JOSEPH AND DARLA DOORHY ASSOCIATION CORP B+o"VA 16L 1000.122-10-2 -------- 3 IMPROVED (OPEN SPACE. f000.ACAN-14.6 S O p10 07 0"C CONNECTED TO PUBLIC WATER VACANT Y L NO KNOWN WELL _ 344.99' ;0 x(20,7) .� I\ PROPOSED GAS LINE M PROPOSED 4•SDR35 (16761 marshall paetzel DRAIN PIPE(m.) PROPOSED POOL a a a PROPOSED 1000 GALLOPROPANE 0" LANDSCAPE ARCHITECTURE T-0-MIN.PRONALL G Palo wenn hnb enntl 9P N PROPOSED 83K'POOL-BPA EQUIPMENT TANK TANK N BACKWASHDRYWELL SANITARY STRUCTURES 0 CV NORTH PORX HAMP70NS 10•-0•MIN.FROM SEPRC E1000S175Rw1°rB PO Bmt 139. SYSTEM 1 STORY ���� A. M°mTuck NY11952 53OMontauk".9203 O BEDROOM x(19.671 +d Am°gora°h,NY 11933 PROPOSED POOL HOUSE PROPOSEDW% I phone(01)209-2410 SLAB ON GRADE 10'-0•MIN, EXPAN&ON TANK 1mc (631)315-5000 _/ FF EL t7.Z7' • FROM BUILDING emaL rtwAOmplmhxJlo4 rn P00 SF SIO LEACHING POOLS.121 N/FROBERTA KALOUS (18071 PROPOSED BkiG� A. " r 3003ELS-S'DLLX S D SURVEYOR: +13W' (Z)POOL4.8'DrU'L�X B'DEEP I 99-105 Land Surveying,en 1000.1228.34 DRYWELL PROPOSED ' q eb' �,tlteS4) 99-TOS West Hoffman Avenue IMPROVED t0'-0•A®l 7 05 RETAINING •� X(1801) I \ BW '-"((�1��{1 � Lindenhurst,NY 11757 (18.27) SfPTC SV WALL PR_ _ FR 1\ Office:(631)957-2400 ..---.-- 100 CONNECTED TO PUBLIC L,_OP PATIO-J \WABTEIJN V" Water In Palo Mvvn fmo aan•J SP WATER x )\ ��� /tor-0•MIN Email.AUSealice®mJslandsurvey.com 17' STORY SURVEYOR: STORYLGARDEN \ PROPOSEDSEPTICT, •4BR RES WTIH A POOLHOUSE Joseph A.Ingegno Land surveyor SHED SLAB ON hUNTANK CAPACffY•1250 GAL 3 i 322 Roanoke Avenue Gammanrs:Water encountered 169'be101Y Bt3daOe GARDEN AREA GRADE DRY Q(1747)0(17A6) A \�S� ) °z(19 D3) MIN LIG SURF AREA-36 SF Riverhead,NY 11901 BUILDING \ I 3'DIA X4'UDUID DEPTH O W Office.(631)127-2090 TEST HOLE DATA SUPPLIED BY �x 11764) PROPOSED PROP \ I 0 8 ARCHITECT MCDONALD GEOSCIENCE 3M19 EXISTING x(1671) SWIMMING PATIO t \ I Lt 187t�THDLE I� BARN TO BE z(17 341 x(16.65) (,b ) ( LOCATKIN 0 REMOVED x(1678) \ I t o - O EL 1913' \ I e 8 0(18811 x 4n IO NOTES: NO PLOMew�x(17411 x(16.891 �. 9 g Q(18J0) (1790) m EXISTING SEPTIC SYSTEM TO BE PUMPED H M E R Y L K R A A8 E R 1.LOCATION OF CURRENT SEPTIC SYSTEM BASED ON MARKOUT z z(16.55) x11 CLEAN AND ABANDONED IN ACCORDANCE 921 \ PROPOSED WITH SCDHS STANDARDS a - c h i t c c t E ROP PATO LOCATION BY PRECISION MARKOUTS. � I ELECTRIC LINE Q X X X I _ EXSTING °4(1681)x(17131 D"a" T S2.ELEVATIONS REFER TO NAV.D.1988 DATUM. 9,2, SYSTEM SCHHf I EXISTING NiF SUSAN NORMS 2 6 0 H O R T O NS LANE APPROVED SMSP2008 DI E GRAVEL 1000.1225-4 1 VACANT 3.UNDERGROUND UTILITIES ARE BASED ON SURVEY AND MARKOUT x11652) X186 11843) DRIVEWAYx(17.54) / EXISTING TD REMAIN NO KNOWN POST OFFICE Box 1600 AND ARE APPROXIMATE.CONTRACTOR SHALL CALL 811 AND HAVE x(16 45) THEIR EXACT LOCATIONS VERIFIED AND MARKED. 4 PATIO I S O U T H O L D. NY 1 1 9 7 1 x 1018 2 STORY 6 3 1 4 7 7 - 8 7 3 6 3TUII 4.SCWA-WATER VERIFICATION REQUEST(MARCH 8,2019)- x17 09) F, 4 BEDROOM EXI G WATER� � I IDENTIFIED PROPERTIES ON PUBLIC WATER x(I7 61 SUBJECTPROPERTY EXISTING I BIB TO REMAIN 1000.122-6-35 _ m k a r c h i t e c t c o m (1555) _j RESIDENCE EXISTING WATER SUE DATA: CONNECTED TO PUBLIC WATER Ox(16 10) FP EL 202r � EwsTINo UNE TO REMAIN NO KNOWN SURFACE WATER WITHIN 900' METER is PLAN INFORMATION BASED ON SURVEYDATED NOVEMBERS,2018 BY REMAIN SCfMe .81,6 22 00-05 018 acre REMAIN Let Area.81,695 07 SF(or 1 BB Dass) SCALICE LAND SURVEYING P.C.NYS LICENSE#050884 .1625 x(1 E f ` + E%ING Zone R-80 ' EXISTING SEPTIC SYSTEM FOR ACCESSORY STRUCTURE BASED ON Q(1678) x(16371 EXISTING I- unurr Nola ELECTRICUNE / SURVEY DATED APRIL 18th,2 AND REVISED FEBRUARY 28th, EXISTING X e x \ POLE TO TO REMAIN / REMAIN 1 Existing conditions based on survey BY JOSEPH A INGEGNO LAND SURVEYOR NYS LICENSE#496688 W CI(1645j TO x(Is est EIB O EXEXISTINGO / 9c(IbA9) (16 TO REMAIN MASONRY O /� dated ove beorcti Land Surveying,PC EXISTINGELECTRICUE PATIO /y / dated NovOmber B}h,2016 LEGEND TO BE SHABBANNDDO ED \ // I sZhu�re bused on surrvvey prepmed by AND 1 STORY-1 BEDROOM //\_ L U EXISTING ACCESSORY �/ Joseph A.Ingegno Land Surveyor dated STRUCTURE TO EXISTING Apr016th,2DD4 and revised February 28th, O PROPERTY UNE O EXISTING ELECTRIC UNE Q REMAIN Jy DRIVEWAY 2006 _ N • FF EL 1799 To REMAIN / W 3 This drawing is for the purpose of �O EXISTING TREE �W EXISTING WATER LINE N LQ x17492) z(15 71 e\ 0 11615 W W—W W W—III W--- W a-�PROPOSED ELECTRIC COobtNSTRUCTION.any NOT FOR _[_J CONSTRUCRON. �[_____[____---___ _____[____—t—_-----_--[— --[---- UNE 4.Unautharhed alteration of this plan Is PROPOSEDEXISTING PROPANE violation of NYS Education Low. © EXISTING VEGETATION O DRAIN PIPE 4'SDR 35 00 TANKTO REMAIN 011704) EXISTING WATER UNETO EXISTINGO ACCESSORY STRUCTURETO GRAVEL REVISIONS REMAIN GRAVEL DATE DESCRIPTION PROPOSED ELECTRIC LPIE XRS.o1 DOSUNGSPOT ELEVATION Z (1501) -70'-0•MIN.FROM PROPOSED TO REMAIN 20:0.0.17 GARMVIORDADDED z(15 61) O SEPTIC SYSTEM TO REMAIN TOIAOLI]REVISED PER NEAf.TN OmARTAOM COMME7R3 PROPOSED WATER UNE © PROPOSED GAS UNE N $20 53'00"W 352.15' A SCDHS APPROVAL: XIP STEVEN AND ELL 1 A BERGER b �D C•7 IMPROVED �T CONNECTED TO PUBLIC WATER C) 4. , SANITARY LAYOUT AS PER MERYL KRAMER ARCHITECT Q SANITARY SYSTEM GENERAL REQUIREMENTS: KRAUSE ROAD 0 1.MAINTAIN 8'MIN.SEPARATION DISTANCE BETWEEN SANITARY SYSTEM STRUCTURES 024 2.MAINTAIN S MIN.SEPARATION DISTANCE BETWEEN SANITARY SYSTEM STRUCTURES AND WASTE LINES 3.MAINTAIN 5'MIN.SEPARATION DISTANCE BETWEEN SANITARY SYSTEM STRUCTURES AND UNDERGROUND UTILITIES JO W Z �- 0 21) 40 T xFI01LSR1N Qp •Y SP-3 aARAfe03a arvsenmlea n' SHEET 1 OF als2mu / I / IV NOTES: / 1. Existing conditions based on survey / PROPOSED prepared by Scalice Land-Surveying, PC / ELECTRIC LINE dated November,8th 2018. 2. This drawing is for the purpose of I EXISTING obtaining permits only. NOT FOR GRAVEL CONSTRUCTION. DRIVEWAY 3. Unauthorized alteration of this plan is a violation of NYS Education Law. 4. Utility mark out by Precision Mark-Outs, Inc. 352.15' October, 19th 2018. ROVAL OF STORMWATER MANAGEMENT REVISIONS ITROLLA -Tow de Cha DATE DESCRIPTION roved by: 0 US E ROAD - �/ EROSION &SEDIMENT CON W� s e a l ROLICL. Sha I include but not be lid to: chedule II maintained Constrition Ece NDSCAO WireBacked Silt Fencing, statilization & ���Marsha//14 '9 Invert Out S Ing of exposed and/or in ctiV166jils. o °gym C' Patios(1,300 sf @ 100'1) O W n � y 9.1'depth req'd W *' s DRAINAGE INSPECT ONS ARE REQUIRED 7 � Contact TOS Engine ring at 765-1560 before L OF NS*44 Backfill, OR Provide ngineer's Certification hat tthe drainage h s been installed to Code. TITLE: STORM WATER EXISTING ELECTRIC LINE MANAGEMENT --v, — EXISTING WATER LINE U CONTROL SITE X(75 0'> EXISTING SPOT ELEVATION PLAN PROPOSED SPOT ELEVATION PROPOSED STRIP DRAIN 0 10 20 PROPOSED CATCH BASIN r�=r� Scale 1"=20'—O" PROPOSED 4"SDR 35 DRAIN DRAWN BY: PIPE T. TO CHEECKEDCKEDBY: . SWMCP S.PAETZEL DATE:2019.05.10 REVISED: 01V8 ' ELEVATION 18.75' JUN 203- AW COUNTYOF SUFFOLK SMITH RESIDENCE 08rK bronrr t,7am OI. 1' /� 1530 Camp MlneolG Road ter_......._.-. i' SUFI;,CO.HEALTH SERVICES ' 1,t �t AVF (DEDICATEDENTRYPURPOS�FUTURE Mottituck,New York OFFICE OF WASTEWATER WIG ?m, OLE JULENOMEOWNERS Brm4-s Olt ML 1tlC G N/F JOSEPHAND DARLA DOORHY �pV ASSOC/ATIONCORP _v W.._.. 3' IMPROVED 1 .'.("'/��_ (OPEN SPACE) MPROVEDVEE ,q q 1000.114.NT 0 S p 7 O 0740"C CONNECTED TD PUBLIC WA7ER ti3 .tel VACANT N O 1 L r�3 � NO KNOWN WELL ' e 344.99' Z40 x(2017 6f o7 �� o PRD �uNE 0 4. o, o (16.761 rnarshall paetzel PROPoINPIPE ss O� LANDSCAPE ARCHITECTURE GRAIN PIPE(iYPJ PROPOSED POOL a G G —_ GALLON PROPANE PROPOSED Bk4'POOL.SPA SANITARY STRUCTURES TANK N P810 bltrAT futO Oand $P N EQUIPA.®NNT� S-0•MIH.FROMALL e BACK WASH DRVWELL O N LANDSCAPE FORK NAMPTONS 10'-0'MIN.FROM SEPTIC 11000 5175 Rwle 48 PO Box 1397 SYSTEM 1 STORY ,; MaHINck NY 11952 530Montauk Hwy.®273 O BEDROOM x(19 62) Mmgorwff,NY 11930 PROPOSED POOL HOUSE 50% phone 1631)279.2410 SLAB ON GRADE 10--0-MIN. EID•AN810N TANK ( ( 1 I [7 k.p (M)315-5 mo.Can FF ELJ727 • FROM BUILDING �, G mop PROPOSED LEACHING POOLS.(2) /1 300 SF SIDEWALLAREA SURVEYOR: NIF ROBERTA KALOUS 118,071 PROPOSED B7s1G �yVt (2)POOLS-B'D6X S DEEP I ScaBce Land Surveying,PC ORVWELI PROPOSED S ' 99-105 West Hoffman Avenue 1000.122534 'yL a b (1834) IMPROVED (1827) 5��' 705) RETAINING I x(1801) ^\ �' 11b Undenhurst,NY 11757 ..,_..--_ 769 CONNECTED TO PUBLIC W� I�PROP PATIO,) \ V� Offlce•(631)957-2400 W0VjrinrAIahMWnfmoanreJ SP WATER x )\W ,:;hD-0•MIN Emag MJScallce®m)slandsurveycom W 17 PROPOSFDI \ �d SURVEYOR: STORY GARDEN 10'-0•TIL Joseph A.Ingegno Land Surveyor SHED SLAB ON ((''�� \ PROPOSED SEPTIC TANK-4 BR RES WITH A POOLHOUBE 322 Roanoke AVOGUe Comments: Water encountered 16,9'befi*Wrface GARDEN AREA GRADE DRY Q( )V(17A6) 1 \\.6p Tr I cx(19,031 MMIN INTANKCFAACITY-1�GAT. Qa 322Ronoe veno 7 47 BUILDING \ V DIA.X 4'LIQUID DEPTH Office.(631)127-2090 TEST HOLE DATA SUPPLIED BY — —,x(0 64) PROPOSED PROP \ i p ARCHITECT: MCDONALD GEOSCIENCE 31`/119 EXISTING SWIMMING B x BARN TO BE kx(1734) x(1671) x(16651 x 1678 POOL PATIO \ CA(it l Oa(1871 LOCATION IO REMOVED ( 1 \ I a EL 1811' \\ I a 8 Q11S311 'O NOTES: JNO PLUMSIN✓D (17 411 x(16.89) n l b C111870) N90) x 1,41) EXISTING SEPTIC SYSTEM TO SEPUMPED M E R Y L K R A M E R x(16551 XI CLEAN AND ABANDONED IN ACCORDANCE a r C h i t ¢ c t 1.LOCATION OF CURRENT SEPTIC SYSTEM BASED ON MARKOUT x 921 \ PRDPosm c WITH NANDA STANDARDS LOCATION BY PRECISION MARKOUTS. X E OP PATIO I ELECTRIC LINE X z(1 ANG DSEPn 1S 0x(1681) f —` 2.ELEVATIONS REFER TON.A.V.D.1988DATUM. x(17131 D" Sc"YYSTTEMStroHS 162 1 EXISTING N/FSUSANNORRIS Q(18 t2) APPROVED"Moos �/ C� / � OI \�� GRAVEL 2 6 0 H O R T O N S LANE %(1652) 1 x ee E na431 DRIVEWAY 10VACA T 5-4 3.UNDERGROUND UTILITIES ARE BASED ON SURVEY AND MARKOIJT x(17 sal / TO REMAIN VACANT POST OFFICE BOX 1600 AND ARE APPROXIMATE.CONTRACTOR SHALL CALL 811 AND HAVE x(16 45) DUS71NG NO KNOWN WELL MASOTHEIR EXACT LOCATIONS VERIFIED AND MARKED. 4 PATIO I I S O U T H O L D, N Y 1 197 1 X(18.78 I 2 STORY 6 3 1 - 4 7 7 - 8 7 3 6 4.SCWA-WATER VERIFICATION REQUEST(MARCH B,2019)- z 11709) / I 4 BEDROOM I EXISTING WATER X 1174x1 SUBJECTPROPERTY EXISTING ele TO REMAIN IDENTIFIED PROPERTIES ON PUBLIC WATER / m k a r c h i t e < t. c o m 1000.122536 _J(15551 RESIDENCE I EXISTING WATER SITE DATA: CONNECTED 7b PUBLIC WATER FF F12027' /y EXISTING Ox(16 10) UNE TO REMAIN NO KNOWN SURFACE WATER WITHIN 300' � ELECTRIC PLAN INFORMATION BASED ON SURVEY DATED NOVEMBER 8,2018 BY METER To SCTM#1000-122 00-05 00.03 DOS T REMAIN Lot Area.81,695 07 SF(or 1.88 ccres) SCALICE LAPID SURVEYING P.C.NYS LICENSE 0OS0884 x 1625 HIT E ` E \ C Zone R-80 (76.281 x(16.371 E70STiN0 E EXISTING SEPTIC SYSTEM FOR ACCESSORY STRUCTURE BASED ON O �"G NOTES W (1645) ELECTRIC UNE / POLETO SURVEY DATED APRIL 18th,20114 AND REVISED FEBRUARY 28th,2006 WATER x \TO REMAIN / REMAIN 1.E6sting conditions based on survey BY JOSEPH A.INGEGNO LAND SURVEYOR NYS LICENSE 11149668 X(15119) wATERe e O x EXISTING O p / 9s(16 D9) 11673 TO REMAIN MASONRY / Prepared by SCDSCe Land Survaykl0•PC EXISTING ELECTRIC LINE PATIO 4 / dated November Sth,2018 TO BE SHUT OFF AND �y / I 2.5dsting septic system for accrosay LEGEND ABANDONED 1 STORY-1 BEDROOM / structure based on survey prepared by W EXISTING ACCESSORY Joseph A.Ingegno Land Surveyor dated STRUCTURE TO EXISTING / �16th,2D04 and revised February 28th, O PROPERTY UNE O EXISTING ELECTRIC UNE O REMAIN 1`Y DRNEWAY N • FF EL 1788' TO REMAIN / W 3 This drawing Is for the purpose of c (16151 W j obtaining pemJts only NOTFOR �O EXISTING TREE ©W EXISTING WATERLINE N x(14921 x115 71 yy--W W—W W W W--� PROPOSED ELECTRIC CONSTRUCTION `c-----e-----e---- -----a-----a----------e— --e-----c--� UNE 4.Unouthorked alteration of thls plan ba PROPOSED 4°SDR 35 O DOSTING PROPANE 0(17.04) vlokstlon of NYS Education LOW EXISRNGVEGETATION O DRAINPIPE 00 TANK TO REMAIN EXISTING WATER UNE TO O ACCESSORYSTRUCTURETO EXISTING REVISIONS REMAIN GRAVELDATE DESCRIPTION PROPOSED ELECTRIC UNE %(78 a9 EXISTING SPOT ELEVATION Z x(1561) 0(15011 -10'0"MIN FROM PROPOSED TOREWAY,Y 2010.04.17 GARDENSHEDADOED SEPTICSYSTEM 20/0.0&13 RERSEDPERHMTHAEPARNd7 COMMENTS PROPOSED WATER UNE © PROPOSED GAS UNE N 020 53'OO"W 352.15' SCDHS APPROVAL: O N/FS7EVENANDELLENBERGER o �p AR(,' 1000-12253.8 IMPROVED CONNECTED TO PUBLIC WATER to SANITARY LAYOUT AS PER MERYL KRAMER ARCHITECT SUFFOLK COUNTY DEPARTME14T OF HEALTH SERVICES — — PERMIT r-ORAP,I ROVAL OF CONSTRUCTION FORA SANITARY SYSTEM GENERAL REQUIREMENTS: KRAUSE ROAD 0 'r1)3I,N'-LE FAMILY RESIDENCE ND 1.MAINTAIN 8'MIN.SEPARATION DISTANCE BETWEEN SANITARY SYSTEM STRUCTURES1 2.MAINTAIN FMIN.SEPARATION DISTANCE BETWEEN SANITARY SYSTEM STRUCTURES AND WASTE LINES IJC�/ 1 � l`"l) ccess'lI ,5-r ���� 3.MAINTAIN 5'MIN.SE ARA ION DISTANCE BETWEEN SANT ARY SYS EM STRUCTURES AND UNDERGROUND UTILITIES 'J O JUL 2 6 TT� LU DATE . � 0.��" ®U>o Abandonment of existing sanitary system must be in Z_ V � e�° Llre(s) �lS7"Be Inspected By The conformance�✓itl�department reggsemenntSta6�lat APPROVED a Suffolk C���t,MAY Dept, Of Health:Services. completed form ® proof. TOTAL MA:i M EDROO S ran G 852-5700, 48 Hours In Advance, � 20 40 I u EXPIRES THR YEARS FROM,r)AT Y_ PP--RoVJ4L 7-® SD�ed�Ie I73s�3eC�i®t���), Q () T�93delaN SP-3 cso o�EO ev 6 PAcTlB aATE�19(O22 nEvaFD2nad sl. SHEET 1 OF1 mfamu 1 ,f} k 4 F EY OF:ERTY LOCATED AT MATTITUCK LAND N/F ® C DARLA A n OF SOUTHOLD LAND N/F C� -n SUFFOLK COUNTY, NEW YORK PIPE DOORHY OLE JULE LANE 0 L S.C.T.M. # 1000-122-5-3.5 HOMEOWNERSORP SOCIATION z s O FENCE m AREA = 81.689.E SF. = 1.88 ACRES 08'/E a FENCE o c > SCALE: 1"-49' 2.0/9 2.5/S S 81007'40»E LL WIRE FENCE 344.99, z J �5, �� rev m Be/S 0 m O LL NOTE: THE EXISTENCE OF RIGHT OF WAYS. GENERATOR® o WETLANDS 'AND/OR EASEMENTS OF RECORD 'n D a I� IF ANY. NOT SHOWN ARE NOT GUARANTEED. POOL Nn n EQUIP e 0 m 26 7 FENCE ;¢I m 6.0 7.5'/S NOTE: WATER SERVICE " POOL ru m HOUSE ^! AND SEPTIC SYSTEM LOCATION as N 166 N BY OTHERS. B.O.H. REF. No. W mR m ae B GRAVEL D rvEWnY _ SEPTIC LOCATION N " GARDEN 5.1 TRELLIS A LP2 LPl -A- B N N 29.0' PATIO IIS (:7; 22.0 w S.T. 32' 27' DOM � sr � O N SHED nNi o " 45 3 u L.P.1 38' 30.5' SANITARY LAND N/Fz 144 y a v o m O '< 2 STY FR RES a 4 L.P 2 22' 15' ROBERTA M a M a W a POOL HOUSE Wjl KALOUS Lu L PATIO FF COUNTY P ENT OF HATH R' j J � EXISTING C 3 - UNCHANGED SEPTIC � ROVAL CONSTRUCTED WOW FCR SYSTEM SCDHs � o ��� A SMAE�'A� ILY^ � �� APPROVED 5/25/2006 O N O < m 46 7 J O OAC�`� ®OF'AIN N W 3 N e �o20 enLc e.0 }uI N ��4� F.S. $.# �._ \CS ®� �C � CVD 3.3 0� c3 X 15,8 PORCH POST-WIRE m O� 13.6 p ❑ 1 - ThO dis'EM ; ;AM ice°W ag FENCE 12 I N U. m 81.0' - — - �?1(�pI t�G lfiad t;}12.{2 @Y Rm to d m O u ' 3 Lu � yc'S"p;SL� P�: UM� u m _ le.l m 25.8 m Op C� OUTDOOR o FR RES N CVD BRICK 1 0 I STORY O� k �� a— • SHOWE N \ PORCH PATIO ' FENC FENCE 34.0 Ln� s"r:g milep�p�e8° P.E. Chief 2 0/E a 9 4/N ®A WATER Ld -j t`- C P' s s 9.5'/ POST-WIRE UNIT SERVICE lrz - FENCE GRAVEL �• \ ❑ 00 FENCE 58/N N E L1 SURVEYED BY: PAUL BARYLSKI LAND SURVEYING OAKDALE NY 11769 N 82°53100"W PHONE 631-294-6985 352.15' FAX 631-627-3186 DRIVE O.L PAULBARYLSKIaYAHOO.COM FEBRUARY 14, 2020 O� N U✓ LAND'N/F I ,�� BA y Y STE; } Generated by REScheck-Web Software Compliance Certificate Project Smith Poolhouse Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 551 ft2 Glazing Area 11% Climate Zone: 4 (5331 HDD) Permit Date: 2019-05-10T04:00:00.000Z Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1530 Camp Mineola Road Meryl Kramer Mattituck, NY 11952 Meryl Kramer Architect,Agent 260 Hortons Lane PO Box 1600 Southold, New York 11971 631 477 8736 meryl@mkarchitect.com , -. �' 4,. ",""' � �„„n, y.�'” ,�, '�" �PyF ''- t ;"„�w 1�t a+✓ .��ny wv ?,^. Y. �� "w@ypt r ,.�w e o • o ® t" w a,j. � .+"'?^"+ C�"�� "u��"�"�, �Y ��„ fie ,l"`'J4� 4�9"r�"�iM�"^, � d "�,.u�, ^c,o Compliance: 1.6%Better Than Code Maximum UA: 243 Your UA: 239 Maximum SHGC: 0.40 Your SHGC. 0.23 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 Cavity Cont. Perimeter Ceiling: Cathedral Ceiling (no attic) 667 33.3 3.8 0.028 19 Wall-East:Wood Frame, 16"o.c. 272 28.0 2.4 0.043 12 Orientation: Left side Wall-East: Wood Frame, 16"o.c. 272 28.0 2.4 0.043 10 Orientation: Left side Window: Wood Frame 10 0.270 3 SHGC: 0.23 Orientation: Left side Window:Wood Frame 30 0.270 8 SHGC: 0.23 Orientation: Left side Wall-South:Wood Frame, 16"o.c. 263 28.0 2.4 0.043 11 Orientation: Front Wall -South:Wood Frame, 16" o.c. 263 28.0 2.4 0.043 7 Orientation: Front Door: Glass Door(over 50%glazing) 108 0.300 32 SHGC: 0.23 Orientation: Front Wall-North:Wood Frame, 16"o.c. 212 28.0 2.4 0.043 9 Orientation: Back Project Title: Smith Poolhouse Report date: 05/09/19 Data filename: Page 1 of10 Gros s Area Cavity Cont. Asserribly or U-Factor UA Wall-West:Wood Frame, 16" o.c. 289 28.0 2.4 0.043 12 Orientation: Right side Window: Wood Frame 10 0.270 3 SHGC: 0.23 Orientation: Right side Window: Wood Frame 11 0.270 3 SHGC: 0.23 Orientation: Right side Floor: Slab-On-Grade(Heated) 108 18.2 1.013 110 Insulation depth: 0.2' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The propo ed building has been designed to meet the 2015 IECC requirements in REScheck Version : RES check-Web and to comply with the m d t ry requir li ted in the REScheck Inspection Checklist. Name- itl Sig Ltre Date Project Title: Smith Poolhouse Report date: 05/09/19 Data filename: Page 2 of10 P9AJOSON SILI?!d JIV T,, 1091 ON JE)WIRJyi IfJ@N ISTOZ 0 6W t c inr 10I —d �l��� i1 ;j�pTuno jqs PION sV:31V0S 40d J�O� uald food UBId JOOH V JOO1,d punojE) ,gsnoHlOOd SONIMV80 3dVOSGNV1 33S 100d 9NINAIMS M3N (SOO'COO-SO-ZZT-OOOT) Mitis v Z/T 6-.tl HTT-.9T Z/T 6-.tl 11018 Z96TT AN Mon}! leA *p?j ejoauiVq dweo OSST poLIS uopjeE) ;p asnoH looj GOUGPIS911 qj!ws � ��D,�+�a �+�a HIGUID V1090d ZTXZ(Z)id SONIMVHCI 3VOS(INVI 33S 6u— OUVd 100d M3 w 0 a 1 3 1 p w HO2i—VM—M313 NI ONIOWS MVNIGHOOO 9 E 1 8 L L b - I E 9 314VH 83d mi V l I 4 I L61 I AN '(31OHi-nos ( W= _ _ _ — — — =N I � i --------- —_-_--- --- --- --- --- — - 0091 X09 30I330 -LSOd—_ _ I1 1 �N"'— _ _ HOOIJ 3NOMnia 1iVd _0 3NVI SNOI�dOH 09Z __o JOWWOOH]di ob - SM3HOS MIS NOSMIS(Z)/M -cmis-nwHm UE- cb G) HY]HID V10083d N31SV3 N 3 IN V U X I A M 3 W IM r----------- ----------- H30819 IA1 SIL TT SINMYMMOMJ w b3,kbJGM3HSVM 213d SV 6) —3ZIS 13S010 isnrav 13SOID liz-10- @ 0 m r-------------------- 6 cz) --h -- oaln0 VYV39 W JO 3043 01 m 0 1 1 :I m @ Red 10od-7-0- ==N) T H3MU-HS- --------------- ---?J3E)NVH C-TZTonH k 7-8C 1 0 � � == --- -- L,I=- z I 9 ..9-1c ..0 d3HSVM1 -n p L -4 �Iej UOIJIRA913 JOIJGIUI -�TOT- ------------- x x —7— 2J001j >1 M0139 ------ ---------- 30819 IkI 01-L TT-FZ1­T (Z:A�NOIS 3n18 = - I Rive �ej U01113AGG cn .0, ,oi,oivynivc, IM UZIL OOT 19 t, 11 7Z1,9 co, 'AG)�OOLJ qsIuIj �,ffl <CX r- M I I \q 0�,* 1 1 4 w I I (dki) ?J39NVH 83JLJVJ SNOB 3n18 ZOTzndi I (D N, IM AM11VO MOGNIM N31MIN HOOIJ OM'O'd --] i— — — 11 — — OGNIM N33M139 ON11130 WHCOHIVO 02 q t, 'lt" (n C) q C2 "7 XXX-v 10914S -rn- --7 T— — — -FT —1-F -7 T— T TOE 6) 6 r -V) movr qxz(s)- No 39018 1A1 !< ovr qxz(S) M 3!DVHOig COT 6 6) Ix U01joes M 'H031N T dVO 0003 /M .8T (6) dVO b003 /M VOT Od 9XZ(ti) iSOd 9XZ(ti) I $ej MOPUIM COT m 3dols T 9-.S 3dOIS m o Z V v T Ft I I G) I I IOT z/T S 110 gel J00c) COT) S, J - ZZ ZT I -n �u w -4 "OT c) SOMG H311USNI 01 338 m cb, 0 - ��:r, +,0 ' o souilapmD - SUNMAG UNI ilzfj�NOIS3nia IV03HW +@ molao scull ------------ ❑ 10M. 80013 VNnvs -n OAOqV SOU11 ——————— A008 �V389 @ 1\ - I p C—M ilem uoilepunoi MGIN "OrON111308X)ZZ AVT L SIS 'O'0.9Z @ cnC13HS OTXZ 0 S3JA ZJV�J 03HS OW r—=3 �10d MOGNIM �911V 01 6831�VH HIRM MON 3AOSV SH313V8 xnvj --------------------- m -1 - -------------------- uIewG8 oi Hem C13SOJX3 JO 3NII---V� 00 POAOWOH 08 O.L 1112M H3GV3H 8x (01NOO :PU0201 2ulmoia ----------------------------------------------- ----------------------- v v v v U*86 pej!D qsiul=l jaddn M4 tog A/9 O-J 8/9 �-Itl 9/9 �-37 8/9 �-.17 .9/9 O-J owe 110-18 1.9-19Z 110-18 "9-.Ztl (3S 0 0 Nv� -puawL,I!wjad 6p18 6WEIL (SMOPUIM)2:# UOISIAGIH 6U6i,/L I,#U01SIA91J 6L/91./L Jos U01.Ionjisuoo 6L/61-/9 wnpappv 6W7149 las Pe 6 UO 149 I!Wjgd 10A 6 UO 149 SJaOuI6U3 SIS 6 UL IA7 SSBUDOW 6 U 1417 'SYS 6 UTS :ale(] ansTj N/F COUNTY OF SUFFOLK (DEDICATED FOR FUTURE 1 s'o"MAx. C.loc. a I N/F ENTRY PURPOSE) SMITH R ES I D E N C E Q N/F JOSEPH AND DARLA DOORHY OLE JULE HOMEOWNERS z W 1000-122-10-2 ASSOCIATION CORP. 1530 Camp Mineola Road uj �ij - �. "' - � a: IMPROVED I EXISTING 1000-114-12-14.6 (OPEN SPACE) Mattituck, New York CONNECTED TO PUBLIC WATER VEGETATION TO VACANT �Z 11 �11-0� - _ S 81°07'49'E BE (TYP.)BE NO KNOWN WELL GEOTEXTILE PERSPECTIVE VIEW � X— - 344.99' TIED TO WIRE FENCING I x(20.17) - WIRE FENCE 2'514"OPENINGS :o 48"FENCE POST a EDGE OF EXISTING EXISTING COMPACTED SOIL 8'O"C" N VEGETATION(TYP.) PROPOSED ^ (16.76) GRAD \ �c PROPOSED SPA EQUIPMENT GAS LINE ( 01 GEOTEXTILE TO BE BURIED G G G PROPOSED IN GROUND, UNDERGROUND S SHOWN PE WIT PROPOSED 4"SDR F-1000 - PROPANE TANK -inn im 35 DRAIN PIPE , POOL HOUSE marshal) poetzel NOTE:2-J MAXIMUM DRAINAGE AREA (TYP.) / (SEE ARCHITECTS DRAWINGS) x(19.62) ( 1/2 ACFE / 100 LINEAR FEET / FF EL 17.27 PROPOSED' LANDSCAPE A P C H I T E C T U P E 5 (PDW-, (DW-,ill", STRIP DRAIN I -SEE DETAIL NORTH FORK HAMPTONS PROPOSED 8'x4' \ PROPOSED 600 EXISTING TREE 5175 Route 48 PO Box 1397 POOL+SPA (TYP.) Mattituck,NY 11952 530 Montauk Hwy,#203 m \ � � SF ON-GRADE TO REMAIN .� PROJECT LIMITING SILT FENCE N/FROBERTA KALOUS (18.07) BACKWASH \ �" MASONRY PATIO _ - ' 1000-122-5-3.4 DRYWELL \ / I 17.0 I i Section Not to Scalex(17. \ 18.54) Amagansett,NY 11930 -SEE DETAIL 2 x I l 7 L x(1 g•(}1) \ phone: (631) 209-2410 IMPROVED (t 8.27) I I f t fax: (631)315-5000 1 \ email: mail@mplastudio.com CONNECTED TO PUBLIC PROPOSED 8'x10' PROPSOED ----------------- 17.0 ' PROJECT LIMITING ' OVERHEAD 17.15 + x(1 .64) WATER DRYWELL f SILT FENCE-AREA GARDENXIISTING AREA -SEE DETAIL 2 PERGOLA I r \\ \ PROP.STRIP DRAIN OF DISTURBANCE I W PRECAST CONCRETE EXISTING \ -SEE DETAIL 4, J 18,500 SF w GARDEN FENCE I PROPOSED j ` -SEE DETAIL 1 (TYP.) I a SURVEYOR: PROPOSED 100 18'x 42' 17.0+ u, _ o x(19.03) DOME \ EXISTING POST f) SF ON-GRADE (t 7'47) (17.46) \ tL Scalice Land Surveying, PC TO REMAIN(TYP.) MASONRY PATIO SWIMMING \ w 99-105 West Hoffman Avenue SDR 35 PVC I POOL \ INLET PIPE \ x(17.64) WATER BIB I DEPTH PROPOSED PROPOSED 4'HT. O" EX{STING LAWN 3'-6"TO 8'-0" 1�1 SEE PLAN FOR GRADE TEST HOLE POOL CODE W Lindenhurst, NY 11757 COMPLIANT W Office: (631) 957-2400 EXISTING TO REMAIN (COPING 400 SF O 3 x(16.71) x(16.65) I , (18.71) WOOD FENCE + o Email: MJScalice@mjslandsurvey.com PIPE SIZE 2'-0" TOP OF DRYWELL I BARN TO BE ( O o '� x 17.3 ELEVATION MASONRY x(16.7f�1 1 \ .(18.50) GATES(TYP.) PROPOSED 4'HT. 17.15 ON-GRADE PROPOSED o ARCHITECT: MAX (SEE PLAN FOR j REMOVED ) PATIO BACKFILL 3'-0"MINIMUM POOL CODE I 0 (18.31) CONSTRUCTION N SDR 35 PVC ELEVATION) EL 18.13' PROP.200 SF \ o Meryl Kramer Architect ❑ ❑ ❑ ❑ ❑ COMPLIANT WIRE ACCESS AROUND DRYWELL WITH x 16.89) ON-GRADE OVERFLOW PIPE MESH FENCE - -- x(17.41) ( l O.(18.70) -SEE DETAIL 3 (631)-477-8736 1 1 I - MASONRY PATIO \ PROPOSED 260 HOrtons Lane SEE PLAN FOR ❑ ❑ ❑ ❑ 1 4 -1 2 MEDIUM COARSE (TYP.) PROPOSED I I x(i7.4t) PIPE SIZE ❑ ❑ ❑ ❑ ❑ SAND/GRAVEL x(t 7.90) ,�EXISTING GARDEN � GARDEN SHED I FENCE TO BE REMOVED x(16.55) PROPOSED 9"x9" "' "' �, �-ELECTRIC LINE EXISTING ❑ ❑ ❑ ❑ ❑ PRECAST CONCRETE (SEE ARCHITECTS CATCH BASIN \ 17.0+ x 17.92 IRRIGATION BOX PO BOX 1, N -SEE DETAIL 5 Southold, New York 11971 SEE PLAN FOR DEPTH STORM DRAIN RING I DRAWINGS) H BALES -- I EXISTING SEPTIC TO REMAIN ❑ ❑ ❑ ❑ ❑ x(17.70) x(17.13) ,v.21) 17.0+ °x (16.81) 0 HOUSE TO�SYSTEM R - AY UTILITY MARK OUT: ❑ ❑ ❑ ❑ NOTES: \ Precision Mark-Outs, Inc. REMAIN CONCRETE O TO REMAIN EXISTING DURING (631)-324-6794 ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL (18.12) o \ WASHOUT \ GRAVEL CONSTRUCTION PO Box 3181 ❑ ❑ ❑ ❑ ❑ x(16.52) x(18.62) Y(18.43) DRIVEWAY EXISTING \ (TYP-) East Hampton, New York 11937 25'-0"MAXIMUM DEPTH BELOW GRADE x(17.54) MASONRY I x(16.45) PATIO TO I I EXISTING 2'-0" REMAIN I I TOPSOIL POST+RAIL 2'-0'MINIMUM ABOVE GROUND WATER � STOCKPILE MIN SEE PLAN FOR WIDTH APPROXIMATE LOCATION I I FENCE EXISTING x(18.28) I EXISTING AREA GROUND W TER LINE OF EXISTING SEPTIC WOOD I I COVERED NON-RA(ATABLE SOIL - 2'-0"MAXIMUM ACCESSCHIMNEY (IF NECESSARY) x(17.09) SYSTEM FOR ACCESSORY EXISTING I 1 2 � RETAINING I PORCH 6' 0 x(17. 6) STRUCTURE TO REMAIN WALL TO I CELLAR ENTRY I MIN DRYWELL TO BE INSTALLED AS PER STATE AND REMAIN ----t I CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL LOCAL CODES EXISTING EXISTING DRAIN 15 5© O EXISTING EXISTING ELECTRIC LINE TO x (16.10) I WATER BIB BE TURNED OFF TO REMAIN I EXISTING \ METER IC COARSE FILL ANDA ANDONED j RESIDENCE BRICK TO REMAIN SITE DATA: x(1/.6i, FF EL 20.27' 1 � PATIO -' EXISTING (16.23) x(16.251 TO / UTILITY SCTM# 1000- 122.00-05.00-03.005 2 PRECAST CONCRETE DRYWELL I 6 - REMAIN POLE © EXISTING / Lot Area: 81,695.07 SF (or 1.88 acres) Section Not to Scale (16.45) WATER X(16.22( (ib./Z)x REMAIN L(TYP.)O // Zone: R-80 PROPOSED 4'HT. ®x(16.09) x(15.85) POOL CODE EXISTING O EXISTING - x(16.731 COMPLIANT BRICK BRICK PATIO d WOOD FENCE + PATIO TO REMAIN TO REMAIN EXISTING GATES(TYP.) M 5�' MIN. EXISTING DECK ACCESSORY EXISTING DECK // I TO REMAIN STRUCTURE 4/ M BUT SUFFICIENT TO KEEP I TO REMAIN EXISTING / 0 SEDIMENT ON SITE I EXISTING OUTDOOR FF EL 17.99' GRAVEL � � // .� - NOTES: DRIVEWAY HAY BALE AND/OR SHOWER TO REMAIN (16.1 s) O 1. Existing conditions based on survey ( ) prepared by Scalice Land Surveying, PC o SILT FENCING x 14.92 O /� ELECTRIC LINE dated November,8th 2018. \�E-----E---- E- - E-----E- - - W 0(17.04) 2. This drawing is for the purpose of obtaining permits only. NOT FOR m N PROPOSED 4'HT.POOL I EXISTING g P Y• o CODE COMPLIANT WOOD GRAVEL CONSTRUCTION. 01 o FENCE +GATES(TVP.) x(15.0 1) DRIVEWAY 3. Unauthorized alteration of this plan is a 70 Z x(15.61) ® violation of NYS Education Law. mow 4. Utility mark out by Precision Mark-Outs, Inc. (j = N 82°53'00"W 352.15' October, 19th 2018. M 0 ty N/F STEVEN AND ELLEN BERGER rn I 1000-122-5-3.6V3 0 DATE REVISIONS U Z IMPROVED O HOZ hOZ rn 0 CONNECTED TO PUBLIC WATER cn > M I , 0 rn � � 0 r1 \\/CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED - _ - - - - 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. KRAUSE ROAD 0 FILL TO 18" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE se a I NDS #1242, #1243+ Drainage Calculations and Structure Schedule ��.1DSCAP/, ROAD #1245 UNIVERSAL Drainage Q O atsha//A �Q EXISTING GRADE NDS 913 CAS IRON GRATE Structure Size Elevation Invert In Invert Out �" C? Oy LOCKING OUTLET TWIST ski U LOCK INTO POSITION NDS #1206 UNIVERSAL ADAPTER PLUG -- (a ' HAY BALE AND/ R� AT ANY KNOCK OUT Proposed Pool House(1,005 sf @ 100%)+Proposed Masonry Patios(1,300 sf @ 100%) O SILT FENCING CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED ,k 4"SOLID PIPE 1"BLUESTONE DUST LEVELING BED 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. r 2,305 SF x 2 rainfall (.167)=384.9 CF/8 Dia.Drywell(42.3)=9.1 depth req d W 00,85&' FILL TO 18" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE PITCHED TO Syp DRYWELL I"THICK PAVING STONE DW-1 8 Dia x 10 depth T "Id,i.!, ' i l,.' .III .i IJ,, I,,I," I�,," 10'depth provided Z OF NE UCTION ACCESS DETAIL J Swimming Pool Backwash Drywell G��Se I a ao6X6 WWM STEEL I -1 8'Dia x 4'depthTITLE: Not to Scale REINFORCEMENT IT 4"COMPACTED L E G E N D i RCA BASE RM WATER - ELEVATION 18.75' PROPERTY LINE - - EXISTING ELECTRIC LINE MANAGEMENT 1"THICK PAVING STONE - _ ` ,f _ I_: _, - 4'REINFORCED POURED _-__-__ °a«Ornwn"nam °` NDS MICRO CHANNEL - - CONCRETE SLAB R-W Q O EXISTING TREE EXISTING WATER LINE C O N T R O L SITE BOTTOM OUTLET a" CRUSHED STONE BASE _ U 1"BLUESTONE DUST - __ 1, LEVELING BED J _ 1 2'PVC COUPLING x(75 0') EXISTING SPOT ELEVATION [EDGE OF EXISTING VEGETATION PLAN 1 1"SCH.40 PIPED ZCOMPACTED 7 +75.0 PROPOSED SPOT ELEVATION 4"REINFORCED POURED - 2 CONCRETE SLAB TO DRYWELL SUBGRADE Pale brom fine sand Sn NOTE: EXISTING VEGETATION TBR PROPOSED STRIP DRAIN =t - I COMPACTED 0 10 20 6X6 WWM STEEL - SUBGRADE NDS ADAPTERS THAT FIT THIS BASIN ARE AS FOLLOWS.#1242, #1243, #1245, REINFORCEMENT - - -- - - #1266, #1888+#1889 USE #1206 IF PLUGGING AN OUTLET.PERFORATIONS ON 3 4"COMPACTED RCA BASE - NON OPEN SIDES AND BTM,TO BE CUT OUT WHEN ADDING EXTRA OUTLETS. PROJECT LIMITING SILT FENCE PROPOSED CATCH BASIN Scale 1"=20'-O" -------- _____ 169 waterinpal.b.-finesend BP _ _ _ _ PROPOSED 4"SDR 35 DRAIN DRAWN BY: E PROPOSED ELECTRIC LINE PIPE GPgse�c SMICRO CHANNEL STRIP DRAIN 5 NDS 9"CATCH BASIN 17 T.KENNISTONSWMCP Comments Water encountered 16.9'below surface CHECKED BY:tion Not to Scale Section Not to Scale S.PRETZEL TEST HOLE DATA SUPPLIED BY IS PROPOSED GAS LINE DATE:2019.05.10 SHEET OF 1 MCDONALD GEOSCIENCE 3/7/19 t GENERAL NOTES: FOUNDATION NOTES: e Date: Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE Issue STS Engineers 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ACCORDANCE WITH THE NEW YORK STATE UNIFORM 5/10/19 For Permit GIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODER 301.2.1 BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. CONSERVATION CODE,AND LOCAL AUTHORITIES. � BLOCKING PER 2-ALL REBAR ASTM A-615 GRADE 60. MANUFACTURES SPEC. ULTIMATE ICE SH ELD UNDERLAYMENT 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS VERIFIED BY CONTRACTOR(S)PRIOR TO START OF 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE JOISTAS SPECIFIED CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED A MINIMUM OF3'BELOW GRADE UNLESS INDICATED OTHERWISE. FOUNDATION HAS BEEN DESIGNED FOR A SOIL METAL HANGER PER 20 130 B SEVERE 36" M to H S to M 11 YES 1984/1998 BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW j MANUFACTURES SPEC. THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. � Typical Joist Hanger /LIGHT WOOD-FRAME WALL 3. PROVIDE FLASHING AT ALL ROOF BREAKS, Not To Scale /1 _ CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE ' AND DECKS ETC. TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. PLYWOOD OPENINGS 4. DO NOT SCALE DRAWINGS. 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING PROTECTION;THICKNESS EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY DEPENDS ON WINDOW OPENING 5. DESIGN CONSULTANTS OR RECORD ARCHITECT OF LESS THAN 2 TONS PER SQUARE FOOT. WIDTH(1) -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, '-' - SUPERVISION,OR ADMINISTRATION OF THIS 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. RED AR CONSTRUCTION PROJECT.FEDERAL, STATE AND LOCAL �(�G C,�, ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. C9� 4i�t" K�'f! RESPONSIBILITY OF THE CONTRACTOR. (1)CSHP18 METAL NOTE: IN LIEU OF SCREWS,LUGS 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMIING. e STRAP PER STUD w/ WITH NUTS AND WASHERS MAY % e 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO (1)CSHP18 METAL STRAP PER BE USED FACILITATE CONSTRUCTION AND SHALL NOT BE � (8)8D COMMON 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE - RAFTER STUD w/(8)8D COMMON NAILS PER END CONSTRUED AS A CONTRACT BETWEEN BUILDER AND MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. N NAILS PER 10"END LENGTH a SEE OWNER. A"9�, 24802 O� (1)SIMPSON H2A STRAP PER DETAIL - ► 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 F` '� RAFTER w/(12)Bd COMMON NAILS A 7. THIS STRUCTURE HAS BEEN DESIGNED IN REBAR DOWELS. OF N E`N ACCORDANCE WITH THE NEW YORK STATE ENERGY - WALL PLATES CONSERVATION CODE. SUGGESTED UNDERPINNING PROCEDURES: STUD WALL ANCHOR BOLTS 8. CONTRACTOR SHALL OBTAIN ALL PERMITS A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. w/0.229"x3"x3" FRAMING BEARING PLATES, 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. (TYP.) DETAILS OF EXISTING STRUCTURE SHOWN IN THE INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. Rafter/Plate/Stud Connection 3"No.8 SCREWS 12"O.C. DRAWINGS ARE BASED ON LIMITED FIELD 2 Not To Scale MEASUREMENTS AND MAY NOT BE ACCURATE. THE C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA Drawing Legend: CONC.WALL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. t_______, Wall To Be Removed WASHER(TYP.) CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY Wall To Remain DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN BETWEEN SECTIONS.ALLOW 7 DAYS CURING. 1/2"PLYWOOD ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO New Wall THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION F)BACK FILL AND REPLACE iNTERIOR FLOOR AS NECESSARY. 771 New Foundation Wall GLASS-- OR CONSTRUCTION. ANCHOR BOLT 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT -------- Lines Above ° 4'O.C.(TYPICAL) AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. •-----------• Lines Below 12"FROM CORNERS First Floor & Sill Anchors BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND - •p w/0.229"x3"x3" 6 Not To Scale PLASTIC-COATED LATERAL FORCES ACTING ON THE COMPLETED BUILDING. 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR Guidelines ° BEARING PLATES, PERMANENT WOOD SCREW IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THREE FEET FROM NEW WALL. - - - - Fence (NP•) GLASS ANCHORS DESIGN AND PROVIDE ALL REQUIRED SHORING AND BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN101 Door Tag 1/2"PLYWOOD THE STABILITY AND SAFETY OF THE o WALL STUD PARTIALLY-COMPLETED STRUCTURE AND FOR FRAMING CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED FRAMING NOTES: 101 DESIGN LOADS. Window Tag THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS � Z THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Axxx Section X, Header & Post Tie Downs SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE a 5Not To Scale rFj WASHER(TYP.) PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE Sheet A XXX LOOR JOIST , SPECIFICALLY DETAILED. THE APPLICABILITY OF THE WOOD FRAMING J ail Sizes L7 \ TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF X Detail Tag rJ Joint Description (common nails U.O.N.) Nail Spacing -3"No.8 SCREWS 12"O.C. THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: �L_ WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION FB=900 PSI ROOF FRAMING DETAIL A-TYPICAL ATTACHMENT OF IN THE DRAWINGS. FV= 180 PSI x PLYWOOD OPENINGS PROTECTION TO FC PERP=625 PSI Elevation Tag WALL STUD Rafter to Top Plate(Toe-nailed) 3-8d per rafter WOOD-FRAME BUILDING 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY E=1,600,000 PSI o Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE x (1)CSHP18 METAL Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: STRAP PER STUD Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap ALTERNATE TO 120 MPH CERTIFIED WINDOW ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF FB=2,900 PSI x O x Interior Elevation Tag w/(8)8D COMMON Collar Tie to Rafter(Face-nailed) 2-8d per tie INSTALLATION: PLYWOOD PANEL WINDOW AND WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV=290 PSI CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FC PERP=750 PSI NAILS PER END 4 4 Blocking to Rafter(Toe nailed) 2-8d each end DOOR PROTECTION FOR WOOD FRAMED BUILDINGS x Rim Board to Rafter(End-nailed) 2-16d each end E=2,000,000 PSI 41-011 i. 4'-0" WALL FRAMING 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Stud Straps @ Second Floor Box Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot FB=2,800 PSI 3 FV=290 PSI Not To Scale 3 2 3 3 2 3 Top Plates at Intersections(Face-nailed) 4-16d joints-each side PERP=740 PSI Stud to Stud(Face-nailed) 2-16d 24"o.c. EC 2,100,000 PSI Header to Header(Face-nailed) 16d 16"o.c.along edges 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FB=3,000 PSI 2-16d per 2x6 stud FV=300 PSI 2-16d per 2x8 stud FC PERP=850 PSI E=2,100,000 PSI M E R Y L K R A M E R 2 1 2 2 1 2 1,2 Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d per foot 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. a r c h i t e c t (Face-nailed) 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN FLOOR FRAMING ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Joist to Sill,Top Plate or Girder(Toe nailed) 4-8d perjoist 2 6 0 H O R T O N S L A N E CSHP18 METAL Bridging to Joist(Toe-nailed) 2-8d each end 7.ALL STRAPS,CONNECTORS,PLATES, BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED POST OFFICE BOX 1600 STRAPS w/(8)8D Blocking to Joist(Toe-nailed) 2-8d each end CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.AILL COMMON NAILS PERQ 3 2 3 3 2 3 et °- Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block 2x4 BLOCKING AT PANEL EDGES CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. S O U T H O L D, NY 1 1 9 7 1 10"END LENGTH d Ledger Strip to Beam(Face-nailed) 3-16d each joist 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAIN RATING 6 3 1 - 4 7 7 - 8 7 3 6 RAFTER Joist on Ledger to Beam(Toe-nailed) 3-8d per joist OF 48 „ • Gable Roof Plan:7 to 45 degrees /24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 1.2 D.C. BLOCKING 4 Band Joist to Joist(End-nailed) 3-16d perjoist FIELD). m k a r c h i t e c t c o m • Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot WALL STUDS,SEE PLAN - - 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT RIDGE BEAM 41 '-0"�, TYP: _ ROOFSHFATHING s,p r�.� SPACING INDICATED,EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. N, IStructural Panels 8d SEE NAILING SCHEDULE 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED E XPOSURE 1 PLYWOOD AND SHALL BE NAILED s •� o a (PER DETAIL 8) /i� • ,k � 3 2 2 3 PANEL EDGE FASTENING, ° i t"► a ; {"-- Diagonal Board Sheathing 8d COMMON NAILS AT 3"oc 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. 4 Rafter Straps h..� g.�t_ ;� ��Y- � 1"x6"or1"x8" 2-8d per support �+ Not To Scale r : r • �- 1"x 10"or wider Smith Residence F r C �.' 3 8d per support PANEL INTERMEDIATE FASTENING, 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. POOI House 8C Garden Shed OF �v° rl�� ,�; / CEWNGSHEATHING BdCOMMONNAILSAT6"oc 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. 1530 Cam Mineola Rd. WALL SHEATHING,SEE PLAN, p 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field LONG DIRECTION PERP.TO 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED Mattituek NY 11952 FRAMING,ENDS STAGGERED a, sr g 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. rra�jj �3�, a WALL SHEATHING SCTM# L F,.7 :J-.21.�.`,V.�.., S•�'•' Structural Panels 8d (see detail 10/AO02) 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. FT 7L.(� M11 Fiberboard (1000-122-05-003.005) d P 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. AT 7/16 6d 3"edge/6"field PM, FOR THE 2 a- 25/32 8d edge/ TO 3"ed6"field 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS t7cOI_Ll..;-1��c;^^n? � � 3 3 �t . i- r`,%*,bG1 IN.:.;'C'l�l l�'r r..i•^�• � _ Gypsum Wallboard 5d 7"edge/10"field INCLUDING SOLID BLOCKING IN FLOOR SPACES. ":. F= JU?i(il'i';%I! T�`'�`O r cCl•j(i '40 Hardboard gd (see table3.9) Typical Wall Sheathing Layout & Fastening I P,r^T. Gable Roof Plan:0 to 7 degrees $ 19.ALL BEARING WALLSSHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. j=6; ? �?,;;,FCJ G� :C t Ie Particleboard Panels 8d (see table 3.9) Not To Scale �,:.'lir{-{ _ F�r,Af,'ii�!lZ �': !''i_'.>f":r'.,.`•d�� 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. s-. Diagonal Board Sheathing I r 1' x 6 or 1 x 8" 2-8d per support 21.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED Code Sheet CO!!;7RUC;TITI `-JST ROOF SHEATHING NAILING SCHEDULE rJ � 1"x 10"or wider 3-8d per support FASTENER. P:(_I GCi filJGTg JN Sti',l..L I�HT TIME Zone 1 Zone 2 Zone 3 FLOOR SHEATHING r- S' it.lt� REOU f E',;FZJTS Off'T HIF( ()fir.:a CJ h,�.+r Structural Panels STEEL YOnK' S"IATE. 1`4G_1 RE aPONSIE'_.E FOn " FIELD 6 O.C. 4 O.C. 3' O.C. 1"or less 8d 6"edge/12"field 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 C)Ia; 'GN OR GONaTRU TION Eri^OPS, greater than 1" 10d 6"edge/6"field EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. 1"x 6"or 1"x 8" 2-8d per support 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. r- FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,REFER TO"FASTENING 1"x 10"or wider _ _ 3-8d per support CQMPLY WITH ALL CODES O1- SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE NEW YORK S-TATE & TOWN CODES PLANS. SCALE:As Noted p,r,r--F 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed AS REQUIRED A V� l0 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN • ,., .,• �!^�}18f'� be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. SUPPORTS. S011f.�9!-9i�°�d�B�--- t^.t�'�r'� .�,C" ..� 3+�..;t 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC SOpf9CD?O77M1 u'tOARD STANDARDS. $ , , -D't9"`JTWEES Simplified Roof Sheathing Nailing Schedule 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. A-002 N.'^. .. Not To Scale 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. RETR,!N ST91r^R !n1A1--r-r, pT!0FF PURSf1,11',,`T TC-, ':36 © 2019 Meryl Kramer Architect All Rights Reserved F THE TGA"u'i� UU�c Issue Date: Set: 5/10/19 For Permit WINDOW NOTE: \g'��RED ARCy` WIPM" DOWSCHEDULE - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER ��C� �4K�'�F TYPE FINISH RO WIDTH RO HEIGHT REMARKS - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING N0. QUANTITY MANUFACTURER MODEL N0. " A 4 ANDERSEN (A Series) AAN2824 Awning EXT. (Sandtone) INT. (Birch Bark) 318" 214" - HARLoEDWARE GLASS w/ 3/4" SDR - HARDWARE (CONTEMPORARY - BLACK) N.A B 2 ANDERSEN (A Series) AAN3220 Awning EXT. (Sandtone) INT. (Birch Bark) 312" 210" - SCREEN (WHITE FRAME INSECT SCREEN) 9TF °24802 0 C 6 JANDERSEN (A Series) IAAN2020 jAwning I EXT: (Sandtone) INT. (Birch Bark) 210" 290" Electric operating - REFER TO PROJECT MANUAL FOR ADDITIONAL SPECIFICATIONS �F NES Drawing Legend: Wall To Be Removed Wall To Remain New Wall EXTERIOR DOOR NOTES: New Foundation Wall EXTER1.10KO' DOOR" SCHEDULE - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER -------- Lines Above - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING ------------- Lines Below ROUGH OPENING UNIT SIZE - LoE4 GLASS w/ 3/4" SDL ------- — Guidelines NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO Width I RO Height Width Height Thickness REMARKS - GLIDING DOOR HARDWARE (ANVERS - OIL RUBBED BRONZE) — — — — Fence 101 1 .1 Custom SwingSimple Cedar Shingle 2110" T.B.D. Mahogany - CUSTOM DOOR HARDWARE T.B.D. Door Tag door frame and iambs - SCREEN (SANDTONE FRAME INSECT SCREEN) 2 1 ANDERSEN (A Series) FWGD 1510611-4 Slider EXT. Sandtone INT. Birch Bark 1.5'10" 16111 4" Set 2" below finish floor - REFER TO PROJECT MANUAL FOR ADDITIONAL SPECIFICATIONS 101 Window Tag 3 ,1 Custom Swing Bi-part Cedar Shingle 510" T.B.D. T.B.D. Mahogany door frame and jambs 4 ,1 Custom Sliding Barn Doors Cedar 14'0" T.B.D. Upper lass panel & Lower 1x8 t& cedar panel Axxx Section X, Sheet A-XXX 5 1 Custom Sliding Barn Doors Cedar 610" 810" Upper glass panel & Lower 1x8 t&g cedar panel x 6 1 Custom ISIlding Barn Doors Cedar 510" 171011 [Upper glass panel & Lower 1x8 t&g cedar panel �L Detail Tag 4> Elevation Tag x x Axxx x Interior Elevation Tag x INTERIOR DOOR NOTES: INTER" 11 ® SCHEDULE - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER - HARDWARE (FLAT BLACK HINGES) (HANDLE/KNOB T.B.S.) ROUGH OPENING UNIT SIZE - REFER TO PROJECT MANUAL FOR ADDITIONAL SPECIFICATIONS -r- NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO Width RO Height Width Height Thickness REMARKS M E R Y L K R A M E R a r h i 100 .1 Cased Opening c t e c t 3'0" 6'8" 101 .1 TruStile 7S1000 Swing Simple MDF smooth Primed 210" 618" 13/80 Square sticking w flat panel 102 .1 TruStile TS1000 Pocket Simple MDF smooth Primed 210" 618" 13/80 Square sticking w flat panel 2 6 0 HORTONS LANE 103 .1 TruStile TS1000 Swing Simple MDF smooth Primed 214" 618" 13/80 Square sticking w flat panel POST OFFICE 80X 1600 104 .1 Sauna Contractor Swing Simple Refer to sauna contractor drawings S O U T H O L D, NY 1 1 9 7 1 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m Smith Residence Pool House & Garden Shed 1530 Camp Mineola Rd. Mattituck NY 11952 SCTM# (1000-122-05-003.005) Schedules SCALE:As Noted A-003 © 2019 Meryl Kramer Architect All Rights Reserved Issu_ e. Set: 4/17/19 STS Engineers 5/10/19 For Engineer 5/10/19 For Permit 1 A-300 42'-6" — y I i 8'-0" 26-6" --- ---- 8'-0" ERED,4,4 ,(L Ki� AREA OF SAUNA FLOOR-------- COORDINATE LOOR- ------COORDINATE SLAB REQUIREMENTS w/SAUNA CONTRACTOR Op (P _ - - - - - - - - - 3- - - - - - - - - - -co — ------�,— ��� 024807 1? 611 i UNEXCAVATED FOUNDATION I - - - - - - 4"P.C.SLAB ON GRADE I eo1 cr T.O. Foundation Wall r — 6" 4" 4" 6" 7'-4„ 8 M I I T.O. Foundation Wall I I .7'j Wall To Be Removed Wall To Remain 00 I I I �1 +0'-8" — — — — I I I I II II I I F,; I ©. New Foundation Wall Finish Floor(Elv. 17.27) DATUM 0'-0" Lines Above - - - - - - - - - - - - - - - - - I I ( Lines Below 1 - ( Foundation Shelf - ( -I I� _ — — — 3uidelines o -0'-8" — —0 301 ence A-301 N I I I X I N N 101 )or Tag Entry Foundation Shelf ^ I I UNEXCAVATED FND. 0'-10" 4"P.C.SLAB ON GRADE O sos 3 I I I dow Tag DROPT.o. FOUNDATION 300 FOR P.C.SLAB&SLIDING DOOR _Tn X, — — — — — — I I I 8" MIN. BELOW TOP OF SLAB A-XXX _ _ - - _ - - - 2 —� SEE DWG.(3/A-301) x CD I _ I I I , , ` `�'' DROP T.O. FOUNDATION Tag L _ _I— — — J . ; ,` TO ALLOW FOR SWING DOOR L — — — — — J " I x & POOL PATIO SLAB( 10") � I I I a0 11 ation Ta - -� i- - - - -, - ' I- - - - —r- � x O x I � Tag ch it c� UTDOOR SHOWER DRAIN � I , � x IN POOL PATIO I1 � M SEE LANDSCAPE DWGs ' ' It + - - STRUCTURAL POST SUPPORTING PIER(TYP.) ' LINE OF RETAINING WALL k r NEW 6x6ACQ POST BY OTHERS �� SET ON 12"SONOTUBE ' ' w/(4)#5 VERTICAL DOWELS, ' SEE LANDSCAPE DWGs M E R Y L K R ON BIGFOOT BF28 FOOTING 36"MIN. BELOW GRADE a r c h i t SIMPSON ABU66 POST BASE ' � , I w/(1)5/8 DIA.ANCHOR BOLT 260 HORTO N El POST OFFICE Bt SOUTHOLD, NY 6 3 1 - 4 7 7 - 8'-10" ; 20'-10 1/2" 4'-9 1/2" 8'-0" -- r -- - -- — ' — ' I m k a r c h it e c t r----------------------------------------------- -------------- LINE OF SWI MING POOL&PATIO SEE LANDSCAPE DWGs Smith Reside Pool House & Garden 1530 Camp Mineoli Mattituck NY 119; SCTM# (1000-122-05-003.0, Pool House N 0 �RF�I �Pl�n Foundation Plan SCALE:As Noted A- 1 00 © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 3/5/19 S.T.S. 4/1/19 PROGRESS 4/17/19 STS Engineers 5/10/19 For Permit 1 A-300 (L K421-611 � 8'-0" 26'-6" 81-0" (P '9� X242 7'-0 5/8" 4'-15/8" 4'-1 5/8" 4'-15/8" 7'-0 5/8" I. 80 �01�� OF NEW Upper Flnish Grade(Elv. 18.5') 7V ,`1/70k/ K K ,I , I Ir I CONT.(3)2x8 HEADER ra Legend: D wing Lege d M f- Wall To Be Removed 00 - ' G 1 _ _ , LINE'oF� OSED Wall To Remain ---- •--------------- , --------------------, -- -__ - _ - i' m _ -N I i I I ' 1 w , 1 0 _ FAUX RAFTERS ABOVE - -- �I N r- -_ New Wall 1 , 1 � ERS � 10 SHED RAFTERS TO ALIGN v� WI D In I N OW POT o / 2x10 SHED RAFTERS -►. I I I n I New Foundation ou dation W II 1 a @ 16 O C I, cn .. � ac8 CEILING JOISTS 11 I I I _ @16 0.C. I � , �, I �r' I � �, � � � � � � � ,- � . _ - - --- -- ---- --- � 11 7 ' r 6"O GREAT ROOM - -------- Lines Above o i' i @ 1 C. BLUEST NIE FLOOR ❑ - 1 U --------- I, f in I i t - Lines Below 1 SAUNA I , Ua CATHEDRA L CEILING , I , i I I O I _ B THERS a � Guidelines — Gude Ines Uj 1 �J�c'+ o REFER TO IN LLER DWGS 0" 1 X1,1 — — — — 1 2 6' - Ii '1- - I - _ 1 li \ Fence _ _ II i I I I 12 - w 1 I ` 12 Q ~ 101 Door T , I 3.5 - �+/-'3.51 ' 10 5 1/2 - 10 I c7 Tag a 4 A1400 2 n " 2 1 1XI -I 3-5 1 2 I I LOPE 3-3 I S 1 i SLOPE I II � I U 1 - - -�---— I , W ' DO M _ .. 1 �I 4 _ J 101 Window Tag - ¢ -I- w I - ' w I, ,I , _ 3 W - 4 2x6 POST _ - - 4 2x6 POST > O x ( ) _ 1 i N I 104 r 1 � I 'x / D x � 1 I � _ _ MECH. , i ,II w/ECCQ CAP 3 18 LVL RIDGE , .w 1 1 �L� 0 _ Axxx Section X, J O _ Q CAP J�-�—(3)'2x6 JACK 1 - — -- — - --- - (3) 2x6 JACK— =���� w/ECC �/ - \ + - i — - I— — 1 - - - --- - STORAGE w N o co A-301 (0 p 103 ry s Sheet A-XXX IBET'NEEN EACH NI '1 ,';I . �'' i N BETWEEN EACH N N co �y� 1 r— - P.C.SLAB FLOOR ►- ^I 4 oN N 1 ,WINDOW TYP - , ,,tea�1-,', ' i- - - - -' --- - - �� 1; .� -WINDOW(TYP)- - ❑_I T T -T T N ( ) `� * \ -1 HALLWAY © CATHEDRAL CEILIN a x- Detail Tag _. �°� I 'd LRU210Z 1 1 C 1 - > BLUESTONE T I = RAFTER HANGER(TYP.) FLOOR �� Finish F o r Elv. 17.27' CHANGING 100 �+ �� j roe-` ( ) BLUE STONE y �L _ cv 0 / I ,�� -1-6, � Elevation Tag II DATUM 0 0 _ � � FLOOR I- `y \ 4 I f6 ✓ `I 102 - 1 rite 1 I _ 2 17 3 LVL GIRDER x J � ( M I I LINE OF EXTERIOR WALL BELOW ---- "� I - — r - --- ___ --.- _-- --- _ .. x x Interior Elevation Tag � �, O a B I STORAGE 10 3'-6" 5 1/2" I If x C0 1 O I, z 1- --- — — , I o H 121- / UC 3 HANGER 1 ' I Gij @ W 1 U I � ; !;� � TO FACE OF LVL BEAM I i w - - J OUTDOOR cn I I o 1' r 1 - I. 3 I, t z - I - -- - - Pool Pati I ; -- _-�--- ---- - o Elv. 17 -- ------- — I I - �- SHOWER .10 , ' �� LL9 @ LO I _ - _ CLOSET r 1 c i i II M ti -- -- M , M M 1 - 2 117/8 LVL GIRDER I` I _ I I i. , - - w W IT D =--X � "1 O M E R Y L K R A M E R L7- C7 a r h FASTEN PERGOLA GIRDERc i t Q Q e c t I I I I I - _ W/I( )O MPSON SDWSS SCREWS --- -_ I � 2 SI PERG-- -- — 2 6 0 HORTONS LANE I - - OLA/POOL PATIO �� I BLUESTONE FLOOR x X 1600 POST OFFICE BO + IIM M_ II SOUTHOL , NY 1 197 1 - -- - / 6 3 1 - 4 7 7 - 8 7 3 6 _ - -- -- - -- - COORDINATE SPACING IN FIELD w/ARCH 10 WESTERN RED CEDAR PERGOLA RAFTERS -- - - - -- ---- - - - - -- -- — --- m a r t t - I � _ _ - -- --- - - -- -- -- � II c i e c c o m I GQQ PT(2)2x12 PERGOLA GIRDER GQQ Q`�i QGrO� Q�co��QG(0 Smith Residence Pool House & Garden Shed 1530 Camp Mineola Rd. Mattituck NY 11952 8'-0" 4'-9 1/2" 16'-11" 4'-9 1/2" 8'-0" -- -- -- —i - - SCTM# (1000-122-05-003.005) NEW SWIMMING POOL NEW POOL PATIO SEE LANDSCAPE DRAWINGS SEE LANDSCAPE DRAWINGS Pool House Ground Floor & Roof Plan N N 2 �RP Ground Floor PlanSCALE:As Noted = 1'-0" 1 Scale: 1/4" = 1'-0" A- 1 01 © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 4/17/19 STS Engineers 5/10/19 For Permit COMPOSITE RAKE & FASCIA PAINTED COMPOSITE WINDOW/DOOR TRIM AI P NTE D (TYP CEDAR SHINGLE ROOFING (TYP.) CEDAR BOARD & BATTEN SIDING FRED TO MATCH EXISTING COTTAGE (TYP.) 'f A R 1111. K 12 R ti - R1 12 •�i C C C 8 F r P CEDAR SHINGLE SIDING (TYP.) C : 1 12 I� N o PERGOLA 12 �.� � _ T77 CEDAR PERGOLA-- o �- Tli I 4 8 0 2 o Q F - - — - - -- i NEW ED IN CEDAR SHINGLE SIDING _ S G TYP. OUTDOOR — — H W 8 O ER I 4 Drawln Le gend• r ' i � I i V^ Wall Be o I i _ _ Removed i i I i Wall To Remain i II New Wall � I , a New Foundation dation W I i al ' I -------- Lines Above �— RETAINING WALL BY OTHERS ------------- Lines Below ! ; SEE LANDSCAPE DWGs — — — — r � - 1'� �, ., .. � � �. -� 1 — Guidelines - — --- -- -- / -- ' -- -- - ---- - - -- - - --- --- -- -- --- -- -�/ - -- -- - -1 -- - -- - - -- -�-- —� ---- --� - - - -- --- --- - - -- - -- -- - - -- - - - - - - — — — — Fence I 7.01 Door Tag South Elevation East Elevation 1 Scale: I = 1'-0" 2 Scale: 1/4" = 1'-0" 101 OWindow Tag w zx Section X, Sheet XXXX /11� 1771 Detail Tag Elevation Tag x x O x Interior Elevation Tag x I M E R Y L K R A M E R r I a r c h i t e c t ' � 260 N O RTO N S LANE - 12 12 POST OFFICE - � 8 '� B OX 1600 C SOOT HOL D NY 197 1212 i 6 3 1 - 4 7 7 - 8 7 3 6 m k a r h c i r to c t . c o m : - ' i I , , A A A A I , B B i : I L LTJ i Smith Residence - l Po : o House & Garden Shed 1 1 530 Camp Min - eol and. r p M atti tuck _. NY 11952 2 5 I , =- ------- - — - - - SCTM# I (1000-122-05-003.005 3 North Elevation Elev�i?Scale: 1/4" = 111 ��e : E Pool House Elevations SCALE:As Noted A-200 © 2019 Meryl Kramer Architect All Rights Reserved _1 Issue Date: Set: LRU21OZ RAFTER HANGER(TYP.) 4/17/19 STS Engineers �— 4/23/19 Revised Wall Section ill 5/10/19 For Permit TYPICAL ROOF CONSTRUCTION: -CEDAR ROOF SHINGLES -ICE&WATER SHIELD @ ALL EAVES EXTEND UP ROOF 24"PAST EXTERIOR WALL I @ ENTIRE ROOFS w/UNHEATED SPACE BELOW I - -30# BUILDING FELT j' - -5/8"PLYWOOD SHEATHING ~ -ROOF RAFTERS(SEE PLAN FOR SIZE) ~ -5/8 GYPSUM WALL BOARD AM INSULATION (R-33) /9"OPEN CELL SPRAY I I II 0 0 - - 1x8 CLEAR CEDAR T&G PAN ELI NGI �I ' III II : SHADOW GAP T.B.D. - I REDq -EXPOSED CEDAR FAUX RAFTERS I} DISCUSS w/ARCH. PRIOR TO CONSTRUCTION GREAT \c�'E RC PROVIDE MOCK UP IN FIELD FOR APPROVAL ROOM w� U K�y'Si�, I R F II I I r�1 I I III I 1 I i Il I I I I r l I I I • I I I 12 I � I II I I II I I I -— - - I " � 8 0'E 2 SINGLE 2x TOP PLATE (REQUIRED FOR FIRE BLOCKING 4P N8 W ` I I I ' - — I I I I 1_SIMPSON H2A HURRICANE TIE AT EACHRAFTER NOTAT HEADER I I I I I II - -- _ :I I A HURRICANE TIE SIMPSON H2.5 I I I II I I I I III I T.OPlate AT EACH RAFTER AT HEADERS • .—.— _ _ 90 I I I I ' I III I I I ' J I I I II I I, I rawln I I I I D end: g, Legend: \ I \ I �= i� n I I I I I I I I fr - I I - -�. — — — — I I I I f-- -I I II I I 11 I I I I Wall To Be Removed I I II I - - I I I � I I II C OPPER - - - r - W I a To Remain HLF FROU ND GUTTER R TYP. I' I New Wall rx f / 1 Sti Scalecon Ile- 1�4" = V-0" New Foundation Wall 1x COMPOSITE FASCIA EXPOSED FAUX I -------- Lines Above •-----------• Lines Below PAINTED RAFTERS BEYOND I GIRDER — Guidelines +/- 1'-4 1/2" 10 (SEE PLAN FOR SIZE) Fence SOFFIT(TYP.) I _ 1x8 COMPOSITE T&G SOFFIT I S Door Tag PROFILE TO MATCH INTERIOR CEILING 5 1/2" 31/2" TYPICAL ROOF CONSTRUCTION PAINTED j Window Tag 10" PROVIDE SOLID 20 BLOCKING BETWEEN STUDS / H2.5A HURRICANE TIE ` �� ® Section X, ALL PANEL EDGES(TYP.) 3 1/2" 5 1/2" AT EACH RAFTER(TYP.) SheetAXXX I / I TYPICAL EXTERIOR WALL CONSTRUCTION: w LUS28 JOIST HANGER X 1t—� Detail Tag -CEDAR WALL SHINGLES AT EACH CEILING JOIST(Ti -DRAINABLE HOUSE WRAP g 111 -5/8 APA RATED PLYWOOD SHEATHING O (� v Elevation Tag -STUCTURAL 2x6 @ 16 O.C. EXTERIOR STUD WALL ., �- - CEILING JOISTS II�IIIII NON-STRUCTURAL 2x4 @ 16"O.C. INTERIOR STUD WALL G o L III', w/2" MIN,CLOSED CELL SPRAY INSULATION i o (SEE PLAN FOR SIZE) N II;I x &R-15 BATT INSULATION 0 ( ) I 11' — ------------- --- _ -- ----- ---- x O x Interior Elevation Tag SEE PROJECT MANUAL - O 4111 ''I 'dl'I - — --- — ---- -- — -- -— axxx - 5/8"GYPSUM WALL BOARD PAINTED _ III ip Ili. x �, °I�til Illj I'II zLL II '111.i1 of � f f.' 4 s t •' �I: PT 2x6 SILL ' w/5/8"ANCHOR BOLTS @ 1 :1 O.C. — -- - — TERMITE SHIELD&SILL SEALER ENTRANCE DOOR CASING 1x8 COMPOSITE T&G SOFFIT/CEILING1-4 1// " ; II SIZE&MATERIAL TO MATCH PERGOLA POST&BEAM PROFILE TO MATCH INTERIOR CEILING —+ - 2 CONSULT w/ARCH IN FIELD PAINTED GABLE SOFFIT STUCCO FOUNDATION FINISH �% _.._�; IIII / A COLOR T.B.S. HEADER LL64o 0 o r T.O. Foundation Wall (SEE PLAN FOR SIZE) o z MERYL KRAM ER —. - —•— - - - - - - - W ��/�'cA a r c h i t e c t PITCH GRADE " ® II J MIN 1/4" FOOT Z PER Co — CLOSED CELL I PERGOLA BEAM 2 6 0 HORTONS LANE Finish Grade(Elv. 18.5• ') SPRAY INSULATION (SEE PLAN FOR SIZE) o WRAPPED IN 1x CEDAR POST OFFICE BOX 1600 +V-2.8" - - _ _ SLIDING DOOR SILL W/FLASHING CAP 5 O U T H O 1 D, N Y 1 19 7 I I - _ N SET ON P.C.SLAB it #5 @ 24"O.C. EACH WAYPROVIDE FLASHING PAN AS REQ. 6 3 1 - 4 7 7 - 8 7 3 6 PTD WD BASE m k a r c h i t e c t c o m N WALL v 6x6 P.T. POST CENTERED I 6"STEM I , BLUESTONE POOL PATIO WRAPPED IN 1x CEDAR BEYOND Ali Finish Floor(Elv. 17.27') SEE LANDSCAPE DRAWINGS tt - r" I N Pool Patio(Elv. 17.100" — _ _ _ _ _ _ _ —.—.—.—.— - 00 o PERGOLA RAFTERS If _ She I -> Foundation _ __-__ I I WEATHER IN FIE I I I - t LD PRIOR TO INSTALLATION - L l_',' I I ' ` r j Entry Foundation f (SEE PLAN FOR SIZE) } - - - r Smith Residence ;- '�-� �< -� -{ , r-r)- - -� r • ? �l-t { -�}{l `< T`- - >-t f-` l i ; " }�- - NEW 8 P.C.FOUNDATION WALL z„ y r - Pool House & Garden he d CONTINUOUS WATERPROOFING TYPICAL INTERIOR FLOOR CONSTRUCTION: 1530 Camp Mineola Rd.2 12 RIGID INSULATION @EXTERIOR OF FND.WALL BELOW GRADE 1" BLUE STONE(TO MATCH POOL PATIO) III I - -I III I Mattituck NY 11952OVER DRAINAGE NE 24" 1"SETTING BED w/RADIANT TUBING OVER WATERPROOF LAYER 4� P.C.SLAB #5 SLAB DOWELS @ 24"O.C. 24" SCTM# w/ " SCTM#w/6x6 W2.9xW2.9 WELDED WIRE FABRIC I --- , -- ' �'-I � _ ' �--_ I I�, -_',I I' -I- I —II- -I I I I I-- I -I I - •:'� -I �I�' -= II �' '��I" --10 MIL POLY VAPOR RETARDER =-----�- -I - 2„ (1000-122-05- O03.00 )RIGID INSULATION2" RIGID INSULATION 8n MIN.CRUSHED STONE DRAINAGE LAYER = OVER DRAINAGE MEMBRANE SET ON UNDISTURBED EXISTING SUBGRADE - -- S OVER BITUMINOUS WATERPROOF LAYER I II : I 32" #5 DOWELS @ 24"O C - - - _ - <= T r - - - • = #5 @ 24"O.C. HORIZONTAL V I I I II 1 - - -- w 2/O#5@TOP I„ I I I I 10- I I I - — - II I, - - - I I #5 FULL HEIGHT 00 I - I Pool House DOWELS@48"OC. I I — @CENTER OF WALL I I II I I I 8"H FOOTING— •I - , I III I I I -- -- I I l 1IIII 4 ''I II II I I I II I- - I 8"H X 16"WPC FOOTING w/2"x4" KEY@ CENTERLINE /2"x4�KEY @ CENTERLINE 5 REBAR HORIZ. CONT.) (2)#5 REBAR HORIZ.(CONT.) Section & Details I --_- I'I -- � �,'I � �',I, � - - -- I•,I,' I'i � III -I I'I�I I - ---- ' I - ---- -- -- - - - - - ---- �_- � I' � - -= I,� - _= I�I'� �= I'I �I _ I' I I - _ SCALE.As Noted �r A-300 Sectio�O'ail @ North Wall C3) Section Detail @ Pool Houlse Entrance --- -------- 2 Scale: - Scale: 1" = 1'-0" 0 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 4/17/19 STS Engineers 5/10/19 For Permit EREO ARC C TYPICAL ROOF CONSTRUCTION (ICE&WATER SHIELD ENTIRE SHED ROOF) — TYPICAL ROOF CONSTRUCTION A (ICE&WATER SHIELD ENTIRE SHED ROOF) �� ?4802 OF NEW - 12 12 = _ --1+/-3.5 +/-3.5 r _ x � � DravAng Legend: C7 ® III - COPPER r_____, Wall To Be Removed COPPER N z i- Ill u� HALF ROUND GUTTER(TYP.) HALF ROUND GUTTER(TYP.) J IIII Wall To Remain III w O l T.O. Plate U % New Wall liii 'I II'II!'' 8 O� - - - - - -'- - -•--- - - - - - - - - - - - - - —•---------------•—•---•—•- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —•—•—•—•- - — —•—•— —.—.—.—.—.—.—.—.—.— New Foundation Wall 1x COMPOSITE FASCIA -------- Lines Above -- I i+ j 1x COMPOSITE FASCIA I - HURRICANE 2TIEEACH �� I� II . I� - �I __T�'I�_--It__-.___.__--�.-- -__�I-- ___ li "_ '' - --44 -----�' -- 1 RAFTER PAINTED (WP.) u�!,___ i'__i __ I'_.___ 11. 1 I. r_-,�I HANGER BRACKET ,q+ PAINTED(TYP.) ----------- Lines Below RAFTER 1 'II'I - __ - -- '1 I I —• —• — —• Fence --- — — I I - h - SLIDING DOOR soy Door Tag SIMPSON H2A HURRICANE TIE 1 1 ON OVERHEAD RECESSED TRACK AT EACH RAFTER NOTAT HEADER -SIMPSON H2.5A HURRICANE TIE 2x10 LEDGER I 101 Window Tag - I AT EACH RAFTER AT HEADERS I' !, FASTENED TO EACH WALL STUD w3SIM PSON SDWS SCREWS -- --_-- - E 3 �I�, 1 IIII 1 PROVIDE LRU21OZ HANGERSON RAFTERS(TYP.) , ,I - - 1 1' A xx Section X, 1. I �►. ' TYPICAL WALL CONSTRUCTION Sheet A-XXX � � (SEE PLAN FOR SIZE) I' r , 1 I - I -- I • - I' -- Detail g 7 1 ^ � �` - .--.' �- .-------- —.. .--- --- -------- ----�-- ---- - ----------- -- - ------------ '--' '-- � I III I X � I _ Elevation Tag TYPICAL WALL CONSTRUCTION - _ - - ''ll - q> 1 1 TYPICAL SLAB ON GRADE CONSTRUCTION: (SEE PLAN FOR SIZE) UNHEATED SPACE g ( ) x i�� -4"P.C.SLAB 1 - - ' I I Il I STORAGE } '' w/6x6 W2.9xW2.9 WELDED WIRE FABRIC x Axxx x O O GREAT ROOM 1 1 Interior Elevation Tag � ' " � I - 10 MIL. POLY VAPOR RETARDER a b t- CLOSET ' I I I y II ! IIII I I I I1, 11 � ' � I I SII I I , II -8 MIN. CRUSHED STONE DRAINAGE LAYER x O I 1 II 11 p ( ( 1 ,IIII SET ON UNDISTURBED EXISTING SUBGRAD J I 1 IIII L1. I I II1' n II I I 1 I vJ''^^ 1 II I ' 1' II Ez I -_ I I ,I rr 5x48 - ' I @48 O.C. I ' I !i I- - I I — I _ I M E R Y L K R A M E R I I I - 1 T.O. F I ou--- n - _ o Wall I I I I II I I I PT 2x6 SILL `: - 'I I; I I I I I �' - I I � ' ' ` I I I L -,' � — ,• =� — —•—•---•—•—•---•-----•---•---•-- c I t e c t I I I I II �! ! i I- � I - I - - -' II I I I ANCHOR BOLTS @ 4-0 O.C. 2 w 5 8 A I I I I 0 I I I -'' TERMITE SHIELD&SILL SEALER I ITCH GRADE IN M 1 1 1 4 / "PER FOOT 2 6 0 HORTONS LANE 1 STUCCO FOUNDATION FINISH -- - COLORT.D.S. 1 . e 1 11 I I I - POST OFFICE BOX 1 600 T.O. Foundation Wall -` 30 5 O U T H O L , N Y 1 1 9 7 1 - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - — - - -. Buildin Section -�ti C`{/ }� � > �� >,'� 1 `� - _ _ _ '�. 6 3 I 4 7 7 11 � - I8 7 3 6 1 11 1 11 � l - I 8 _ _ � Finish I Grade Iv. 18-5, . Scale. 1/4 1 0 < 1 > >�>� ��, 1,� _ (E ) I' I �- T- - -- - - I II PITCH GRADE ® TYPICAL FLOORm t MIN 1/4" PER FOOT Z CONSTRUCTION _ k a r c h I e c t c o m 00 Finish Floor EIV. 17.27 I f - -- - - — — — — — — — — — – — — — — — — — — — — — — — — — — — — — — —.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.-- —.—.—.—.......—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—. - FinishFbbrEIv. 17.10 I il _- ! 'I II• I -J 10 ,�• 00 -- - 0 � I -- II Lower Finish Grade : 'I I I n I I - I I _ 5 SILAB I DOWEL SI@24 I II O.C. I T -_ –'---- - -2 j #5 @ 24"O.C.0WAY EACH c; -8° • CENTERED IN 6"STEM WALL = ! 1 I Pool HOtS@ 8 Garden Shed CONTINUOUS WATERPROOFING Foundation Shelf NEW 8" P.C. FOUNDATION WALL 1530 Camp Mineola Rd - R R N WALL OW GR ADE - Mattituck NY 11952 I' � !I I I I I 2' II - II � '� I'; III - I I = I II I; III I FIND. L BELOW A E RIGID INSULATION OVER BITUMINOUS - - I I I I � - iII l� #5 @ 4II 8"O.0 I VERTICAL L I -I SCTM#WATERPROOF LAYER CENTERED IN WALL l -122-05-003.005) I 000 1 II I Il I II I,I I I _ I I #5 @ 24"O.C. HORIZONTAL : �L I II I -- -- i w2 # I I J /( 5@TOP I 32 #5 DOWELS @ 24 O.C. P I, I ,I I TO I I � I I I I 32#5 D110" OWELS24"O.C. I -- I _I C0 1 II � I ' --- - -_ ------ ---- - - - - _ --- - - -- ----- - - "- - -- - �- __--- --- -- ��-�� 1 - 'lI I I' I l - - 1Pool House I - I I - — - I III I I i 8"H X 16"W P.C. FOOTING- -- ' � - = 1 1 '_ 8"H X116"W P.C. FOOTING w 211x411 KEY @ CENTERLINE _7 - - - - - 1- I - - - - - (2)#5 REBAR HORIZ.(CONT.) � w/2x4 KEY @CENTERLINE I I I #5 HORIZ.(CONT. iR AR - -- „ Section & Details I I I I I I I I I I I - 'I I I - I SCALE:As Noted I _Section Detail @West Wall A-301 2 -"- �eC' onDetail @East Wall Scale: 1 = 1'-0" 3ale: 1" = V_O, © 2019 Meryl Kramer Architect All Rights Reserved z