Loading...
HomeMy WebLinkAbout26869-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28235 Date: 02/28/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3945 SOUNDVIEW AVE PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 68 Block 1 Lot 15.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 28, 2000 pursuant to which Building Permit No. 26869-Z dated OCTOBER 25, 2000 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH, FIRST AND SECOND FLOOR DECKS AND TWO CAR GARAGE UNDER AS APPLIED FOR. The certificate is issued to OWEN MORREL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0161 01/29/02 ti ELECTRICAL CERTIFICATE NO. 49104 02/20/02 PLUMBERS CERTIFICATION DATED 02/05/02 CUTCHOGUE EAST PLUMBING 9- /-,�-z k lxh0151Z ed Si nature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26869 Z Date OCTOBER 25, 2000 Permission is hereby granted to : OWEN MORREL 8 GREENE ST NEW YORK,NY 10013 for NEW CONSTRUCTION OF A 3 BEDROOM SINGLE FAMILY DWELLING. THIS INCLUDES DEMOLITION OF EXISTING DWELLING AS APPLIED FOR. NOTE: POOL NOT INCLUDE_ at premises located at 3945 SOUNDVIEW AVE PECONIC County Tax Map No. 473889 Section 068 Block 0001 Lot No. 015 . 001 pursuant to application dated AUGUST 28 , 2000 and approved by the Building Inspector. Fee $ 2 , 275 . 00 Authorized Signature ORIGINAL Rev. 2/19/98 Nth - Pc lBor, 609 1 7� Form No.6 TOWN OF SOUTHOLD BUILDINGOWN HALL -,� Z 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPA�'Y""` -�- 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 a 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. 't e�G J -7, 2.00 Z- New Construction: X Old or Pre-existing Building: (check one) Location of Property: 9'y-5 Syc,_n ()j G'.&,j Avg �� D•Ni��. �/� House No. Street Hamlet Owner or Owners of Property: Owe- ­% IM G r rL• k 19 Suffolk County Tax Map No 1000, Section 6 Block / Lot Subdivision Filed Map. Lot: Permit No.Q(, (o Date of Permit. Applicant: Yl1(7Y- Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_ \ (check one) Fee Submitted: 'D-5 0 0 �G Y0,vo Q- gna A licant Si IN Electrical Inspection cemr161cate Date Electrical Inspection Service, Inc. Application# ; 2/20/02 375 Dunton Avenue 49104 ' East Patchogue, New York 11772 (631)286-6642 Issued to: Owen Morrell Street: 3945 Sound View Avenue ��• Village: Peconic Zip:11958 Town:Southold Section: Block: Lot: Introduced by. Lademann Electric Inc. Lic.# 4141-E s" was examined and found to be in compliance with the National Electrical Code ❑ Commercial ❑NV Defects W Pool W 1st Floor ❑Indoor W Basement ❑ Hot Tub ` ❑" Residential ❑ Det. Garage ❑Attic ❑2nd Floor ❑Outdoor ❑ Addition El Survey «� " Switches Receptacles Fixtures GFI Heaters A/C Fans 112 102 164 11 4 Dishwasher Washer/Amp Dryer/Amp Oven Range/Amp Garbage Disposal " 1 1 20 1 30 -50am 1 Gas Furnace Oil Gas Circulator Smoke Detector Bell Transformer = w, 2 1 by others r Meter Amps Phase UG/OH Telephone Television Carbon Monoxide 1 400 1 ❑� ❑ 1 Other Equipment: Quilding Permit# m/cr011700dj2-car,g131'3ye 0pe17erj1-1005ub pane11.- z 200sub pa17e/w8cIpump117e3ter Hugo S. Surdi President Rough Inspection: 9/12/01 Inspector: Quentin Reynolds Final Inspection: 2/19/02 Inspector: Quentin Reynolds This certificate must not be altered in any manner.Inspectors may be identified by their credentials Town Hall, 53095 Main RoadCA Fax (516)765-1823 P. O. Box 1179 Telephone {516) 755-1802 t Southold, New York 11971 � rt OFFICE OF THE BUILDING INSPECTOR �rt TOWN OF SOUTHOLD Cp� �"e 'g' �„'n �^ (T egg '7�' ®7 Ale R T I A.: I 1". A .F. 1 ® N ' T .'.«�Vey 3}F% Ft1 f .F Building Permit No, Owner. � C � IL T 4 (please print) Plumber: (Please prim } X certify that the solder used in the water supply system , A4 contal.ns less than 2/10 of It lead. lumbers Sicnaturel N'yrr �.Fv Sworn to before me this RICHARD NONCARROW k. ---- day of Notary Public,State of New York ' No.2902160 y Notary Public S L-r r��r Qualified In Suffolk County ' -- - County Term Expires January 31,20 10/21/00 TUE 08:28 FAX 212 334 7113 IM002 OFFICES: Abany,NY CinclnnalL OH l �CT®N1� CONSULTANTS Cornwall, Rich ond,Aorough.MA �/ CONSULTANTS P.C. MI.Vernon,,NY Richmond,VA (800)828-6531 FAX:(914)534-5999 P.O.Box 37,70 Pleasant Hill Road www.tectonicongineering.com Mountainville,New York 10953 Mr. Owen Morrel 8 Greene Street New York, NY 10013 October 23, 2000 RE:- W.O. 2741.01 OWEN AND LAURIE MORREL RESIDENCE 3945 SOUND VIEW AVE. PECONIC, TOWN OF SOUTHOLD, NY CLARIFICATIONS Dear Mr. Morrel, As discussed in our telephone conversation today, you requested clarification on two issues: 1. The windows in all rooms required for egress shown on the drawings, sThe atisfy New York State Fire Prevention and Building Code sectio- oftw1w rwindows open outward, and satisfy all dimensional requirements for openings for emergency use, as specified In that section of the code. 2. As shown on sheet A-08 of the drawings, the distance from final grade at the front to the midpoint of the main roof rafters is 29'-9 W. Final grade at that point is 44'-0". The average existing grade is 41'-6°. Therefore, the midpoint of the rafters is 32-3 %'above the average existing grade. �Pleasecontact this offi a if yov require any further assistance. / �,t /l a cr . /, I �, �l 6 4- /It s s / cam r UT Sincerely, �X �' Y TECTONIC ENGINEER NSULTANTS P-C, � OF NE � o ° t Jeffrey B. Kirb P. Chief Engine L ani JBK/gf n File: GM232/2741 01 clarifications r•„+.,rrnn_ni,r,. ,��It�On 6685 £51IT6 XYd LE'LT NOR 000Z/EZ/0T 7nnl�l l OFFICES: TECTONICENGINEERING P.C.ENGINEERING Albany,NY Cincinnati,OH Cornwall, Northborough,MA Mt.Vernon,,NY Richmond,VA P.O.Box 37,70 Pleasant Hill Road 'i .('y (800)829-6531 FAX:(914)534-5999 Mountainville,New York 10953 www.tectonicengineering.com 2 3 i J Mr. Owen Morrel T 8 Greene Street New York, NY 10013 October 20, 2000 RE: W.O. 2741.01 OWEN AND LAURIE MORREL RESIDENCE 3945 SOUND VIEW AVE. PECONIC, TOWN OF SOUTHOLD, NY CLARIFICATIONS Dear Mr. Morrel, As discussed in our telephone conversation today, you requested clarification on two issues: 1. The windows in the upstairs bedrooms, labeled as "Liz's Bedroom" and "Spare Bedroom" on the drawings, satisfy New York State Fire Prevention and Building Code section 714.1(c). The windows open outward, and satisfy all dimensional requirements for openings for emergency use, as specified in that section of the code. 2. As shown on sheet A-08 of the drawings, the distance from final grade at the front to the midpoint of the main roof rafters is 29'-9 1/2". Final grade at that point is 44'-0". The average existing grade is 41'-6". Therefore, the midpoint of the rafters is 32'-3 Y2" above the average existing grade. Please contact this office if you require any further assistance. Sincerely, TECTONIC ENGINEERIN TANTS P.C. OF NENr Y q BR/gM'fig " Jeffrey B. Kirby, P. > �� ci Cr Chief Engineer - a 2 JBK/gfm 07 �ESS10N File: GM232/2741 01 code issues ENGINEERS•SURVEYORS•CONSTRUCTION MANAGERS piPa(c8(� OFFICES: Cincinnati,OH TECTONIC ENGINEERING Albany,NY Hartford,CT CONSULTANTS PC. all,NY Northborough,MA t. non,NY Richmond,VA P.O.Box 37,70 Pleasant Hill Road t\1 ,� -6531 FAX:(845)534-5999 Mountainville,New York 10953 � 1 nicengineering.com Town of Southold 53095 Main Road Southold, NY 11971 October 15, 2001 RE: W.O. 2741.01 MORREL RESIDENCE 3945 SOUND VIEW AVENUE PECONIC, NY FRAMING INSPECTION Gentlemen: In accordance with your request, Tectonic Engineering Consultants, P.C. has inspected the framing at the above residence. We find that the work was completed per the approved plans and subsequent revisions. Sincerely, TECTONIC ENGI TANTS P.C. BRIgN 9,t- 4 t Jeffrey B. Kirb E. a t w LU Chief Structura in Y- cc: O. Morrel N�bA tio, 0701' 90 ESS1 file G:\Str\StructuralProjects\2741\01\2741-011tr.doc ENGINEERS•SURVEYORS•CONSTRUCTION MANAGERS An Equal Opportunity Employer CTONICCONSULTANTSpaENGINEERING [NYS ENERGY CODE SHEET r 70 Pleasant Hill Road Mountainville,NY 10953 Phone:845-534-5959 Fax:845-534-5670 W O# 2741.01 �Q 0) • �� @ Prepared � By: Martin G. Rogers Q � � W Date: 08/22/00 1°0. 070,�`RP�,�?. SS 10N SUMMARY OF TOTAL THERMAL RATING If the Total Thermal Rating is zero (0)or greater, the proposed design for the building envelope complies with the New York State Energy Conversation Construction Code. THERMAL TABLE AREA U-VALUE RATING USED A. ROOF/CEILING 1316 0.049 0 6-3 1576 0.026 32 6-3 B. NET WALLS 4292 0.050 424 6-1 C. GLAZING Window 718 0.54 -295 6-1 Window Skylights D1. FLOORS 3000 0.048 0 6-3 D2. BASEMENT/CELLAR WALLS Wall Perimeter 24 Feet Exposure Above Grade 1 Feet Wall U-Value 0.049 Depth of Wall U-Value Below Grade 84 Inches 21 D3. SLAB INSULATION Slab Perimeter Feet Insulation R-Value N/A E. INFILTRATION CONTROL Conditioned Floor Area Sq. Ft. N/A F. SOUTH FACING GLAZING South Glass/Total Glass Percent GI. Area/Gross Wall Area Percent Conditioned Floor Area Sq. Ft. N/A TOTAL THERMAL RATING 182 ENGINEERING CTONICCONSULTANTSpa [NYS ENERGY CODE E SHEET 70 Pleasant Hill Road Mountainville,NY 10953 Phone:845-534-5959 Fax:845-534-5670 W O# 2741.01 Prepared r� By: Martin G. Rogers W Date: 08/22/00 - 4 "'O. 070Ab"' Ss SUMMARY SUMMARY OF TOTAL THERMAL RATING If the Total Thermal Rating is zero (0)or greater, the proposed design for the building envelope complies with the New York State Energy Conversation Construction Code. THERMAL TABLE AREA U-VALUE RATING USED A. ROOF/CEILING 1316 0.049 0 6-3 1576 0.026 32 6-3 B. NET WALLS 4292 0.050 424 6-1 C. GLAZING Window 718 0.54 -295 6-1 Window Skylights D1. FLOORS 3000 0.048 0 6-3 D2. BASEMENT/CELLAR WALLS Wall Perimeter 24 Feet Exposure Above Grade 1 Feet Wall U-Value 0.049 Depth of Wall U-Value Below Grade 84 Inches 21 D3. SLAB INSULATION Slab Perimeter Feet Insulation R-Value N/A E. INFILTRATION CONTROL Conditioned Floor Area Sq. Ft. N/A F. SOUTH FACING GLAZING South Glass/Total Glass Percent GI. Area/Gross Wall Area Percent Conditioned Floor Area Sq. Ft. N/A TOTAL THERMAL RATING 182 . TECTONICENGNEERNG CONSULTAN S P.C. NYS ENERGY C O DD E SHEET 70 Pleasant Hill Road Mountainville,NY 10953 Phone:845-534-5959 Fax:845-534-5670 ^� 4. W O# 2741.01 Prepared By: Martin G. Rogers Q Date: 08/22/00 2� ti th ?�? O 070 "`p SSIO SUMMARY OF TOTAL THERMAL RATING If the Total Thermal Rating is zero (0)or greater, the proposed design for the building envelope complies with the New York State Energy Conversation Construction Code. THERMAL TABLE AREA U-VALUE RATING USED A. ROOF/CEILING 1316 0.049 0 6-3 1576 0.026 32 6-3 B. NET WALLS 4292 0.050 424 6-1 C. GLAZING Window 718 0.54 -295 6-1 Window Skylights D1. FLOORS 3000 0.048 0 6-3 D2. BASEMENT/CELLAR WALLS Wall Perimeter 24 Feet Exposure Above Grade 1 Feet Wall U-Value 0.049 Depth of Wall U-Value Below Grade 84 Inches 21 D3. SLAB INSULATION Slab Perimeter Feet Insulation R-Value N/A E. INFILTRATION CONTROL Conditioned Floor Area Sq. Ft. N/A F. SOUTH FACING GLAZING South Glass/Total Glass Percent GI.Area/Gross Wall Area Percent Conditioned Floor Area Sq. Ft. N/A TOTAL THERMAL RATING 182 E BUILDING PERMIT REVIEW CHECK LIST DATE REVIEWED:/o Af loo APPLICANT NAME: lqQit/tP1_ DATE SUBMITTED: /QJ, PROJECT LOCATION STREET: _394S O--O oiew ,J CITY: SUBDIV. NAME: ARCHITECT/ENGINEER: ILS FAST TRACK: YES oq O SCTM# --- DISTRICT: 1,000 SECTION: 6 BLOCK: LOT: ZONING: ZONING DISTRICT: R40R8 i AC _CONFORMING0OR NO REQUIRED LOT SIZE: SQFT. WHERE ACTUAL LOT SIZE FROM? ����- � ,� ,ergae, ACTUAL LOT SIZE 427 SQFT. REQ. RfQ. FRONT40' PROPOSED: ' SIDE YD: '/T' PROPOSED:,--K REAR:REAR: 9S ' PROPOSED640';' LOT COVERAGE: ALLOWED:% EXISTING: 0 sf % NEW: f,>Qp sfj% TOTAL: / /0 CORNER? YES o N WATER FRONT? YE R NO DESCRIPTION: � Alm 1� Gv-arcr— SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES oNO OTES: X<sf�� he:•s� a�� 404 13 LOTS 40,000SF --100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconformin'g/at anytime after July 1, 1983.) PROJECT DESCRIPTION: ADD.ALT. C o i jv, SC- A0 x2oxfol., 3 AGENCY PERMITS REQUIRED FOR REVIEW TOWN SPETIC PERMIT: o NO '—Ijor ` r� SUFFOLK COUNTY HEALTH DEPT: or NO, (BED`#):f DTE: , /9 /W PERMIT#:R10-06 -01Q NEW YORK STATE DEC: YES orI CJ SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES o O 'P TOWN PLAN. BOARD APPROVAL: YES o fes- FLOOD COMPLIANCE ZONE: PANEL #: 162 FLOOD FEMA PRE-FIRM OF SO_U'T OLD 3/18/80 NYS ENERGY; OR NO JFK GRESS: VENT: LIGHT: NOTES: � lec c4 < G''> ��.. nJe' ,A rrs 7 e G a FEE STRUCTURE: FOUNDATION: _2 99 SF FIRST FLOOR SF — �'�/� �S - �� SECOND FLR 2956 SF INIT OTHER TOTAL 3 3� TOTAL: /0/4S SF FEE �� FEE TOT( /o/6S SF)- ( S(� SF)= 931--!s" SFX $.2v =$ /&,63 +$ 75--- +$ 33? _ $ �- M-1802 BUILDING DEPT. INSPECTION ' /] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: ��� L ,DATE 0 INSPECTOR T65-1802 BUILDING DEPT. INSPECTION [ j F01INDATION IST [ ] ROUGH PLBG. V' FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARK : t)A11z1 44 6- o /✓��"�'J(^" � a/lGR. Acv WreA,,,::, angi tl ,DATE 11->f INSPECTO 76!i-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION �ING [ ] FINAL [ FIREP� & CHIMNEY REMARKS• � Z2&' c DATE INSPECTOR 1 M-ieo2 suiLoiNc DE". INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND SOLATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: OZ.J L DATE D Oj O INSPECTOR Qt��e 7asa802 suiLuiNG DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ) FRAMING ttj FINAL [ ] FIREPLAC E & CHIMNEY REMARKS: DATE INSPE R Tb Cdk .D INSPECTION REPORT DATE _ CONMENT_S =sxsxzxssxsxxxxxsxxxxx�sxx xxxx xsx=x�ssxxxxaxx xxx==xxxsssxx----x xxxxxxsxasxaaa:a=ss je- 1 II H dDATION OST) fes.- 11DATION (2ND) III LA U + 7 ,.Zr +- s-✓ y - %J� C.% - { ' r' - II II ` 4Z IA4O W .H FRAME & PLUMING I� n 4 A91613 1101 II 11 II 2f I � \ ILATION PER N. Y. ;TATE ENERGY CODE I ii ------------- _ u x II II jj Ole H II II II II FINAL _ ADDITIONAL COMMENTS: :sxxxaxxxxx=xxxxxx=x sxxxxxxgxxx=xxxxxxxxxsxxx=sxxxxsxx----- -----�---- -------x=---------s=xxsxx=xx=sx �� © / fes✓ , y H z � r g r4 ro H � BOARD OF HEALTH . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . TOWN OFSOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CIIECK . . . . . . _ . . . . . . . . . . TOWN HALL SEPTIC FOR;t _ . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL.: 765-1802 N1>71 I FY ; qq p ���(9 CALL . .4�� s�1.9. . . . . . . Examined . . . / . . . . . ... MAIL TO : Approved . . .1�1?��. . . . . . Permit No. . . . . . . . . . . . . . . . . . . . . - . . . . . _ . . . . . . . . . . . . . Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . • (Building Inspector) . . . f !j APPLICATION FOR BUILDING PERMIT Date . - ze. . . .. 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted 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 necess ns c (Signature of applicant, or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. . . . . . . . . . . CZ.�'�� . . . . . . . . . ... . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . , n Name of owner of premises . . Qt 1�1�. . . . ("`� . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. . . . . . . . . . . . . . . . (Name and title of corporate officer) - Builder's License No. Plumber's License No. Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. 1. Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :1G.. House Number Street Hamlet County Tax Map No. 1000 Section . . . :. . . A. !`� . . . . Block . . . . . . I. . . . . . . : . . . Lot . . . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Filed Map No. . . . . . . . . . . . . . . Lot : . . . . . . . . (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy iT .tD�i�1,ice;' �.s$_ . . • • • , • • . I . b. Intended use and occupancy . . . . . . . . . . . . . . . :'?• • . , . • • • . • . . . C x ,, ...�. . . . . . . . . . . ,3. Nature of work (check which applicable): New Building ' '�' ' • • Addition . . . . . . . . . . , iteration . . . . Demolition . . . . . . . . . . . . Other Work A'.6,CL; 4. Estimated Cost CS4�� S (Description) . , . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) . 5. If dwelling,number of dwelling units . .. . . . . . . • . . . . .. Number of dwelling units on each floor .. . . . . . . . . . . . . . . . If garage,number of cars . . , • , 6. If business, commercial or mixed occupancy, s • ' • • • p .o *u " .. . . .. .. " " " • • ' • • specify nature and extent of�each type of use . . . . . . . . . . . . . . . . . . . . . 7. Dimensions of existing structures,if any: Front . Height . . . . . . . . . Rear. . . .... . . . . . . . . . . Depth . . . . . . . . . . • • • . . . . . Number of Stories . Dimensions of same structure with alterations or additions: Front • • ' ' ' ' ' ' ' ' ' ' ' ' Depth . . . . .. ... . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . . . . . 8. Dimensions of entire new construction: Front . ' ' ' . ' • : • . Number of Stories . . . . . . . . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . . . Number of Stories . 9. Size of lot: Front . . . . . . . . . . . ... . . .... . . . . . . . .. Rear. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10. Date of Purchase . . . . . . . . . . • ' • • • • • • • • Depth . . . . . . . . . . . . . . . . . . . . . . 11. Zone or use district in which premises are situated , ' ' Name of Former Owner . . . . . . . . . . . . . . . . . . . . . , .12. Does proposed construction violate any zoning law, ordinance or regulation: . . . ' . 13. Will lot be regraded . Will excess fill be removed from premises: • Yes . 14. Name of Owner of premises . . . . . . . . . . . . Address No Name of Architect . . • • • • • • • • Phone No. . . . . . . . . . . . . . . . Name of Contractor ' ' ' • • • • • • Address . . . . . . . . . . . . . . . . . . . Phone No. . . . . . . . . . . 15. * Is this property within 300 feet of ' ' ' • Address . . . . . . . . . . : . . . . . .Phone No. . . . . . . . . . . . . . . . a tidal wetland? *YeS, , , , , , , , No. . . . . . . . . *If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and,indicate all set-back dimensions from property lines. Give street and block number,or description according to deed, and show street names and indicate whether interior or corner lot. STXTE OF NEW YOR,�C, COUNTY OF . . . . . . . v��� S.S . . . • • • • • • . . . . . being duly sworn, deposes and says that he is the applicant (Name of individual signingCuth pp ant ibove named. 7eis the . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r, a nt, corporate officer, etc.) )f said owner or owners, and is duly arform or have performed the said work and to make and file this pplication; that all statements contained in this application are true to the best of his knowledge and belief;and that the .rork will be performed in the manner set forth in the application filed therewith. worn to before me this . . . . . . . . . . . .?8 -. y of t>� . ., 19 .?tea 'otary Public, . . . . . . . . s County ROBERT .S ,JR. Notary Public. to of New York Qualified i Suffolk County • • • • . . . . . . . . . . . . . . No: SC472508>i�_ (Signature of applicant) Term. es May 31.� . AL SURVEY OF PROPERTY 51 TUATE: PECON I G TOWN: 5OUTHOLD 5UFFOLK COUNTY, NY �\ 69 2000 AMENDED NN 26, 2000 �O) ,00 N AMENDED APRIL 28, 2000 PROP. H5E ADDED JUNE 25, 2000 AMENDED JULY 2�5, 2000 = W E SUFFOLK COUNTY TAx,# 1<1/ 1000 - 68 - 1 �,- 1 ,0�, SUFFOLK COUNTY HEALTHRIO 00 DEPT. OI61 ¢, � 51 O ' P �0�` ;'Uj� 'T CERTIFIED TO: OWEN MORREL SUFFOLK COI7N'TYDEPARTMENT OFHEALTH SERVIC'ESFIRST AMERIGAN TITLE IN5URAN6E COMPANY OF NY AGUEBOGUE AE35TRAGT IPERMPT FOR APPROVAL OF CONSTRUCTION FOR A Pe s� d \,\ SINGLE FAMILY RESIDENCE ONLY DATE HS REF.N0. ©'O© lb I Lo q APPROVED FOR MAXAIUM OF BED"S EXPIRES THREE YEARS FROM DATE OF APPROVAL \ Y c °�p� } L��1 NGl 5�06'7A? d Te5t Hole # B-1 \/ D TECTONIC ENC�ONE) RING 9fj �g� PRO GONSULTANTS P.G. cq� G /O ♦\ /�O Top Soil 3 ------------ SAND 9• 7c SP 'moo%,,' ) W Ile'v _`"3c 17 �c• 9 \ w � \ L —7 �� q,lq Q� �.fie:\�\ f ^i\�'� 00 •��� Ax9 o, o 2 I� 9 \ z 9/ X2:59' � .—.442 rt p,oro y ' ' G \ OF NEC NOTES: G. u so hownw,Zed alterati pn n add,t,on to a survey ■ MONUMENT y�'�`2' 9N�� mai nearing a „tensed.S._brdeyoe s s2. a,_a ,mat ion of sect,pn 72oe. sun-d,ws,on 2, of the New York State Education Law.' 'Only copies I m the or,g,nal of tn,s s vey O PIPE 1 * ped sea] an be cool de the]and s rvsyur s 7� stamped seal snalloba considered to be valid true opt-- AREA 12.03 ACRES ert„icat,ons,nd,cffi nereun vgm wi that this O survey was prepared,n aCcurdan[e wrtn the <j ,st,,g Code of Practice lar Land Surveys adopted by the New York State baa oc,at,nn OI Prnfese innel No. 0 Land Surveyors. Said certi,lcations shall run only 4,rthe person,or wnom the survey,s prepared. EXISTING WELL TO BE ABANDONED and on has nehal,to d,h title ppmpany: Ce tal agency d Iend mg, l—t inn listed n rare h.mane �FQ f.Al'dD SJ to the a vgne of me lenamg institution. cert,fma- t,onsae a not tran5ler—,to add,t,ona] ,nst,tut,ons EXISTING SEPTIC TO BE REMOVED AND FILLED WITH GLEAN SAND ,JOHN Ca EHLERS LANE) SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC SCALE I"= 100' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 \\Hp,server\d\PR.OS\20-102G.piro 8/2/2000 II:OIAM \\Hp 5erver\d\PR05\20-1026. ro 5URVEY OF PROPERTY SITUATE: PEGONIG TOJAIN: SOUTHOLD SUFFOLK GOUNTY, NY SURVEYED JAN. 18, 2000 69: AMENDED JAN. 26, 2000 AMENDED APRIL 28, 2000 PROP. HSE ADDED JUNE 23, 2000 AMENDED JULY 28, 2000, FOUND LOG. 1-26-01 °>^ ?4 / ,loo° W E SUFFOLK000 - 68 Y ITA 5.1 o� SUFFOLK COUNTY HEALTH DEPT. # o� CJ` RIO-00-0161 CERTIFIED TO: OWEN MORREL FIRST LE INSURANCE COMPANYNOFTNY AOUEE30GUE ABSTRAGT - to \\ / 0 \ �9 e1` 0^ C'C \ le all .._� \ 6 \ �o \ `O\ i \ \ OL\ eie Q` e bi \ 9fh •fi� �f A \ 6h /, 60 \ @ /Q. Js \ \ q 9 � 4 55' \ ^Qlor 252.59' -' 42• NE NOTES: N =° \ '� ,+, vnaptnprized anerat,pn p udm e,pn tp a treat' A� map Dearing a sect— ]anprs rveypr s eal is v,a]at,on pt se ct,on,2 Yo =_State v,s,an 2. of the ■ MONUMENT New,pow tate Etlp[at,pn taw. `r 'only[,wee room the or,y,na] of tn,s su wet' xed a] 5 a be na] de the an s rveyor=_ =_tamcetl=_ea] sna�]�be[pnvdered en be.a],d true O PIPE _op,e_ Lert,f,[at,ons ,n etetl nerevn s,an,fy trot tms surveyprepared m a[[prean.e w.tn the es- 1 \-. �' ,=-t,ny Loee of PrdCt,Ce fpr Lane Sp vet's ad,ptee AREA = 12.03 ACRES �iy� 5 P, et'the New yprx state Asspw at,en ofrProfes,oral \ n w Land Survey nos. Sa,d Cert,f,[at,one-nal] runonly to toe person forvenom the survey is pre"ree. LA b,�1�� and on n,s Nnalf totne t,t]e Company, g- n-r- EXISTING WELL TO BE ABANDONED •� r , a]ayen[y and]ene,ny]net,tpt,pn]feted nere,n. ane •'"�.�^ to the a-signees of the]entl,ng,nst,tut,pn. Lert,f,[a- tmns are not transferable to aetln conal ,nst rtut,pns EXISTING SEPTIC TO BE REMOVED AND '� � FILLED WITH GLEAN SAND �9 � 'moo —+��, �� I SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SGALE 1"= 100' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 \\Hp server\d\PROS\20-102m.pro 2/26/2001 11:43AM \\Hp server\d\PR05\20-102m. ro SURVEY OF PROPERTY 51TUATE: PECONIC TOWN: 5OUTHOLD SUFFOLK COUNTY, NY 3j SURVEYED JAN. 18, 2000 AMENDED JAN. 26, 2000 �� ,' AMENDED APRIL 28, 2000 ®� 9 A� �� N PROP. HSE ADDED JUNE 23, 2000 AMENDED JULY 28, 2000, POOL 02-25-01, 03-05-01 03-5-01 101pW E FINAL II-26-01 S SUFFOLK COUNT1000 - 68 Y TAX .1 I 5. 1 y P SUFFOLK COUNTY HEALTH DEPT. # 00 � p , l�`� RIO-00-0161 CERTIFIED TO: 63s�, tip OWEN MORREL FIRST AMERICAN TITLE INSURANCE COMPANY OF NY AOUEBOOUE ABSTRACT St�oa e ��G \ \\ spL \ / C' \ o q �y\ 9 ee O^ 16, S( \ C e \ o0 ..`.Sero i,. \ 0� �9' �✓ \r.ev e . '•:r.\ ,m„ouzo rg�u,e,_ - -...._.___ _ J \gyp �• - � ', .E \ c4, 45 O o c/ 252.:59' \ ”-'4' 55'-. 2230 nue sound " 'o 16 NOTES: Q��l,G. Ey `O �� unaptnnn zeo al terse,on n aaa,ticn tp a_urvey _{Y map pear,n9 a ],densea]enarsurveyor'-Seal ,p]at,on of snct,on 7209. sub-a,v,s,un 2, ofetoe ■ MONUMENT New York State Educat,on Law '�' a0ked witpn anfro PIPE 9.t om9,naloof yt mellantlt m,sve YoreY amped sea] snallbe consioered to be va1,0 true cup,.." AREA 12.03 G E �`• Q` ..ce,rt,r,vcear t'doa n=s pmredoa,crated nerepn=_,gn,ry toot tne ,a st,ng Cotle_of Pract[ IprLand Surveys hoptea ny the New York State Associat,on of Profess,onal •V L V LadnS veyors. Sa,tl cart,f,cat,ons small run only l@O t' SJP tonne person for wmom the survey ,s prepared. Bland On =-b1ollf to the t,tle o—pany. pvernmen- ta]agencynantl lend,ng,nstitution l,sted n and EXISTING WELL TO BE ABANDONED to toe a_,9ne a pf the lend,ng inst,tpt,on. 'Ir%t',"- t,on<-ca not transferable to add,t,ona] ,psi,t ut,ors EXISTING SEPTIC TO BE REMOVED AND re FILLED WITH GLEAN SAND JOHN C. EH LERS LAND URVEYM 61EAST MAIN STREET ul� N.Y.S.LIC.NO:50202_ GRAPHIC SCALE 1"= 100' RRVERHEAD,N.Y. 11901 , 36$9-8288 Fax 369-8287 \\Hp server\d\PRQS\20-102fn1#o 11/30/2001 I:O-WM \\Hp serve r\d\PR05\20-'102fn1pro m 0 z n i 3 --I M ,o� pt► ��Nr �� i resat. w N kD r _ A CD ffL"-n otl 3 N APPROVED AS NOTED DATE. "'4142 8,P.H 9 FEE. 11BY T AT N fJOTIFY BUILDING DEPARTMENor< . �cy LS 7R5-1002 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: M^x 1 FOUNDATION • TWO REQUIRED 114A FOR POURED CONCRETE /� 2 ROUGH - FRAMING & PLUMBING 1> bJ,4Z,r �tntu./ni:� ¢;t-1- F Gcn�a TTS 3 INSULATION s sco s-�rn-a 4 FINAL - CONSTRUCTION MUST RE COMPLETE FOR C.O. ALLCONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES NOT RESPONSIBLE FOR los oP FLew�A-?/a-.1 fSeeuATi�-+5 DESIGN OR CONSTRUCTION ERRORS DO NOT PROCEED WITH �pCC�Gt��CY OR FRAMING UNTIL SURVEY OF FOUNDATION LOCATION USE IS UNLAWFUL HAS BEEN APPROVED. VVITI- OUT CERTIFICATE PITCH CENTER WING OF OCCUPANCY PROVIDE ANTI-SCALD AN D/OR ALIGN TO E&W RIDGES THERMAL SHOCK PREVENTING t 15:12 DEVICES AS TO PART. 902.600 PITCH 12:12F' PITCH 12:12 PROVIDE SMOKE-DETECTING N.Y. STATE BUILDING CODE. E&W WINGS E&W WINGS ALARM DEVICES DORMERS DORMERS AS TO PART. 72 1.1 F SQUIRED FOR N.Y.S BUILDING CODE. ALh. '�TFMSUNDER J, LAW UNDERWRITERS E ITER'k DRTIFICATE per tubing is used rli�tributing -41.Jo� � (', -,,hall b0 a1WGrl �S PROVIDE OPENINGS FOR " 1 L 7 UNDUCV;1+1'. =i:`:U IF ICAIL F EMERGENCY ESCAPE AS Iil!II_i1 REQUIRED BY PART. 714 OF N.Y. STATE BUILDING CODE. P.LI_ gyp„ ;fIJVAbTE PROVIDE % HR. FIRE TESA °i IUIR LINE HR. NEED T INS E;":rJLG COVERING RATED SEPARATION TO PART. 717.3 (f)(1)OF N.Y. STATE BUILDING CODE. PLUMBER CERTIFICATION ON❑ CERTIFICATE ATE OF OCCUPANCY ❑ SOLDER USED IN WATER SUPPLY SYSTEM CANNOT —' \\ EXCEED 2/10 OF 1%LEAD. El 11 i El ❑ ❑ ❑ ❑ ptzcN c� ro> _ -------- -------------- ------ - --------- ---------------=------- ----------------------------- Stone Shell Stone Shell (-) 5--7-P ENGINEERING OWNER: DRWG: TECTONIC CONSULTANTS & Laurie Morrel Residence u CONSULTANTS P.C. 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 @@ttJI qJ P.O. Saw 37, 70 PI•awanl Hill Raaf (845) 934-5959 Drawing Title 1 ,. Mountainville, NY 10953 W.O. 2741.01 ■ I, P Front Elevation South COPIES FROM THE ORIGINAL OF THISTHIS PLAN IS COPYRIGHTED, UNAUTHORIZED Pmlect Location: c� ,ate DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR ADDITIONS TO A PLAN Tax Parcel: 68-1-15.1 lee9e oele 08/23/00 0701 p1� SIGNATURE AND AN ORE BOSSED SEAL OFGTHELOF THE PROFESSIONALIP BEARING A SURVEYOR'SSEALS AVIOLATIONOF ENO OFE SSIO�TP ENGINEER/LAND SURVEYOR SHALL NOT BE SECTION 7209 SUBDIVISION 2 OF THE NEW CTEK Solutions • Construction Managers • 914-572-5496 Revision Date: CONSIDERED VAUD COPIES YORK STATE EDUCATION LAW. aIVAtAr( f LIL 11I — 01 O 5H1 hILTL,2!S —� 1 DE ❑❑ ❑❑ ❑❑ ❑❑ LNpJ SAL_Ve_T zS Nor �owu Re a(,ay.�rY /^-T A� r^- ENGINEERING OWNER: Owen & Laurie Morrel Residence DRw°: y P E`i BF 1q Al �\ TECTONIC O � I V CONSULTANTS P.C. 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 A-02 P,O, Be.Ba. .l7, 70 Pl.o.ent Hill Reetl (eR5) n31-59591.01 Dimming Tile � � Meunteinrill., NY ,Dos, Z7,,.D, Left Elevation West 2 � COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS COPYRIGHTED. UNAUTHORIZED probcl Locetlon: DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR ADDITIONS TO A PLAN Tax Parcel: 88.-1-15.1 lacus Dete, 08/23/00 F� Ab „��� w SIGNATURE AND AN ORIGINAL OF THE STAMP BEARING A LICENSED ENGINEER'S OR p 17"r0 � OR EMBOSSED SEAL OF THE PROFESSIONAL SURVEYOR'S SEAL IS A VIOLATION OF AoFESS o ENGINEERAAND SURVEYOR SHALL NOT BE SECTION 7209 SUBDIMSION 2 OF THE NEW CTEK Solutions • Construction Managers • 914-572-5496 - _- CONSIDERED VAUD COPIES YORK STATE EDUCATION LAW. 9 Revision Date: � com PITCH CENTER WING ALIGN TO ERW RIDGES t 15:12 PITCH 12:12 PITCH 12:12 ESW WINGS E&W WINIGS DORMERS DORMERS 'x SN I�IC�S 7 o ❑° °❑ � ❑ ❑ �J'il SIDItii C7 ❑ -El � �L� °❑ °❑ ❑°L E =1❑ ❑ ❑_ i=1 ❑ ❑❑ °❑ °❑ °❑ a a °❑ EE a ❑°E 1_ ic❑io °❑o Custom 1 1/4" x 5" @ 5" oc curved one side Balusters not shown for clarity ENGINEERING OWNER; DRWG: TECTONIC �'"l�' n Laurie Morrel Residence CONSULTANTS P.C. 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 P.O. Box 37, 70 Pleasant Hill Road (eas) 534-5959 Drewin9 Title O r,iqi •S (� lTl Mountainville, NY 10253 W.O. 2741.01 Rear Elevation North .�. COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS COPYRIGHTED. UNAUTHORIZED Pmject Location: DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR ADDITIONS TO A PLAN Tax Parcel: 68.-1-15.1 Issue Date: 06/23/00 SIGNATURE AND AN ORIGINAL OF THE STAMP BEARING A LICENSED ENGINEER'S OR •• OR EMBOSSED SEAL OF THE PROFESSIONAL SURVEYOR'S SEAL IS A VIOLATION OF gGT°'ESSIOTA� ENGINEER/LAND SURVEYOR SHALL NOT BE SECTION 7209 SUBDIVISION 2 OF THE NEW C'�'i��f� .�1 L'�o�1ItJOl1S • Construction Managers • 914-572-5496 Revision Date: CONSIDERED VALID COPIES YORK STATE EDUCATION LAW. PITCH CENTER WING ALIGN TO EJSW RIDGES t 15:12 PITCH 12:12 E&W WINGS DORMERS FH9 o �»p PITCH t 5.12 c'HIW?LF�7 InP ;ooPul,Perdo.0,wall { to Ieore auecii Plt9 room for flashing Aj ❑ k11 ❑ Ll Ell h1(y� ❑❑ -fL TECTONIC Pl.a.° rENGINEERING g3< — .` _.._. ` Owen & Laurie Morrel Residence DRWG' CONSULTANTS 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 ,tip 4 Ur awing Tine 'F M°°°`°'°�"'� NY 109" ` Right Elevation (East) A-04 I.. 'li W.O.w.o. 2,rn,.n, Jrf p /` lL I. WI. COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS COPYRIGHTED. UNAUIPIORIED T ` '„�.e -/" IYoloct Location: N ✓ +J�?`' DOCUMENT WITHOUT A ORIGINAL FACSIMILE OF THE ALTERATION OR ADDITIONS TO A PLAN Tax Parcel: 68.-1-15.1 Issue Date: 08/23/00 SIGNATURE AND AN ORIGINAL OF THE STAMP BEARING A LICENSED ENGINEER'S OR OR EMBOSSED SEAL OF THE PROFESSIONAL SURVEYORS SEAL IS A VIOLATION OF �q.9Q1;L�SSya9/ ENGINEER/LAND SURVEYOR SHALL NOT BE SECTION 7209 SUBDIVISION 2 OF THE NEW 16— CONSIDERED VALID COPIES YORK STATE EDUCATION LAW. CTEK Solutions e Construction Managers a 914-572-5496 Rewelon Date o? 686q 97'-6 3/4" --------------------------------------------------------------------- NOTE : Nomenclature: 1) Provide aspha!l inmrr'"J v*',d expansion joint at perimeter ASF=Above Sub Floor BL= Building Line=exterior face of studs, interior face of sheathing, slab to Wail join!". and face of concrete foundations except as noted otherwise t TF=Top of Footing elevation 2 "C.J." _ (',all C,rUC11pC/C:onCrae Ion with! Line of Dark ) TS=Top of Slone Shelf elevation Above $8w cut all do : 1/3 G! c4::b rf�pth within 24 Hours of placement TSB =Top of Steel Beams, Bottom of PT Plate 3) "LJ." = Isolation ,b^nl TW=Top of Wall elevation Provide Diamond or =mpes as shown, Isolation of concrete pours. REF =Elevations relative to 0'-0"= Entry Sub Floors 22'-0" Form Ws, place rnn:n Ti,�r slabs, wait Min 7 Days, pour Us. all elevations on foundation plan are REF. 4) Concrete SIaIr',: Concrete: 4000 F21 at 29) Days Thickness: 10 11 ❑+'.Innni slabs minimum 5 1/2" thick. Reinforcement: r,';;G'- 10!10 Welded Wire Mesh, position at center of slab thicknF>s. ? 5) Placement: Placo ccncma a and screed without bringing up excessive fines. 6) Finish: Power steel trowa' burnished finish. 5) Curing: Ap'pl i u 1. ''r'rbarn curing compound as soon as slab troweling is completer) and no rlUi r1ce water is present. —� Expansion Joint Perimeter in 20'4" TO Dry Well Unheated GARAGE to ! FF 34'-11" Ref(-) 10'-7 I I Slope To C.J. j . /grain Minimum Finish All Framed Walls DN- -[L 6, and Ceilings of Basement / 5I8" Fire rated Sht Rk fastened FD and speckled in accordance Mach O J with UL floor system listings S2 ,;;j:;;j Breach for Equip C.J. Expansion i:f is Fj�p/;:::p,;l;;..; I. O I.J. �\� / E",nn^,nn Joint Perimeter(fYP� / ry ".''E:' aoea S,. p:;., _ \ / JE.",11,i'mnuutmr I.J. rn .;'A'sfiar.;f;.,., dC rI E`''''•" Manual Dumb Walter / k;:;:::;:;. :I:DumP„x:�.:.;::: �011g / Hollow Metal (:;:;:;;;;'. 3x' Provide 5/8" Sht Rk O Plt.l?;i;i;:;+i.:y`' , , o°::. ::1 / "B"Label Fire Dr, 1: I.J. C.J. both sides with Frame&UL rated � \z1:.�:1: O ��\ C.J. Slope To 2"Thennariber Sell Closing Device H P Drain fire selling inset m 2"Air S ec pum ' \ wells&ceiling g / u Slope To Fire Block �: Pif ,:: `C,J P N \ est Door ceiling /' 48 a at each fir Drain \ w w/Firesefinp C.J. Insulation i:i:i:i:'i :::`. C.J. I.J. \ I.J. 3,0 .O ° ' Hollow Metal \' "B"Label Fire Dr, ry C.1 Frame&UL rated sz Unheated GARAGE ----- _ _____ Self Closing Devic d `t FF 34'-11" Ref(-) 10'-7" 50 SB Col below 3.0 C.J. \ Unhealed Post F m -I / FF 2u-7" Ref(-) 10'-1" ------ I.J. t: C.J. � .� A31S Hollow Metal ON abovo e I , O C.J. z 30' "B"Label Fire or, 8„- L------ S1 Frame&UL rated O I.J. FID ��\ Self Closing Device to 22'-0” i' C.J. S2 3-0 Slope To C J. ' Dram Heated Stairwell y- FF 35'-7" Ref(-)10'-1" To / Step up to Stairwell &Storage (6") b, Well Sleev / Creates Gas Curb for FD ./ / Slope rn ry / �/ / Controlled Compacted / Fill to Deck SIo T Drain JO " 1C2 0 C-A 2i' (�-sJ- 3cA Controlled 7265 F Compacted ZZ-K33 = 724.5r— Fill 265FFill to Deck \ asg85F 28'-21/4" 22'-0" 28'-21/4" 78'-4 Sl8" p '/' Q y TECT® N C ENiGINi�x�.r °'r`i'.i. ^.•^ OWNER: DRWG' - Owen & Laurie Morrel Residence _�tJ CON f !!.. ^.C. 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 tae` ;t13RoFLV. F --- -- ._ _— �' cn � v�r •r/0 i _•,:ase Drawing Title P.C. a°"'. Y °"°'°°` ""' R° Basement Floor Plan I� � m ' Meunt°Invilb, NY 1°853 I 7 '11.°1 ur 1; COPIES FROM THE ORIGINAL OF TRIS THIS PLAN IS COPT I �'1?'J VIIn11HORIZEO Protect Location: 08/23/00 i"�. �?a`( DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR A!` H :.^� TO 1 i l P.pl Tax Parcel: 68.-1-15.1 issue Dete�. SIGNATURE AND AN ORIGINAL OF THE STAMP BEARING A (LICENSED OR OR EMBOSSED SEAL OF THE PROFESSIONAL SURVEYOR'S SEAL IS A WCLtiIITJ Or �j�''��}��pr ENGINEER/LAND SURVEYOR SHALL NOT BE SECTION 72(09 SVr'I'11^P'a'm 2 Or TliE NEW CTEK Solutions • Construction Managers • 914-572-5496 M' . • ^•-'M- 9 Revision Oele' F' ti..... � CONSIDERED NASO COPIES YORK STATE: E01J/':n I'UN _ 16s10 °1 r, O T ---- --------------- ----- � rr ` Cove, ed Deck Top Deck Bo (ds: 44'-1" Ref Ceiling: Fir Bea cf Board on Rafter Slope ` , Connect Cols to Walls with,ex ed horiz 2x1 Os (2) Per Col , ' o � � = I I 12"Book Ce s to Sill all about Llvl Room Living 00111S10 Sub Floor: 44'-6" R (-)1'-0" Ceiling Hgt: 11'- " SF Open Deck © � Top Deck Boards: 44'-1" Ref(-)1'-5" I DN3@ 61/2" A B Vertical Slat Stair Platforms 1 �N6 Finis 51/2" 2, 1, W built on top of decking "'° 02 Irl _ ��' (�� / 6;0, I sis A B ON 1 - so 6"Finish E F eo gsg E° j i� r.r OS � o- A Open Deck B \\ B R A Nb ti / Top Deck Boards: 44'-1" Ref(-)1'-5" FO III; r3` 08 eo / /� 14AV A ^ �, ��' FQ III; T �• / ; :. : ;;,;... a4 / 3� •P; j:1;;:;:;: l o �m o , Dining � ': b. PlaMarmover � s'� u° "•::::�h i.' 1B" .] Q y pours stem ar afs~ ai�:`•r:i.: : 9' O, _ Sub Floor 45'_6" Fier 0,_U" � ... Y r Family Closets(CLSI &CLS2) Ceiling Hgt: 10'-0"ASF 24" RM Doon are '•' 7 s'L�R'0 2A P 22 to be trimmed ase single entity. Space beu__—�_--_—___ evertical fir trim board. Commn 1, �•s s m : head casing above both openings ------ Family 7-� :�.�; .;.;•+.!:1l;:yv:aEyni);i::;: :ah:•ii2ys4S" 51 :y:�::h•1 07 Sub Floor. Il or.41 ,0-Ref 9-0* 5.9114 16 b �%% 4,-0"OLR lul+Iue 'v or' Q, 3 el each Ok .`,• ���a9 isy7 P / f/?, 0`51 23 g g \\ atrC 0°bar 5' 45 wlFlres Ing '` yf / -\ 2A o 10 12 ' neuleuo Studio Storage a. 1'• 19 17 9A _____ ____ b a _ 12 r,•a 17-3 3/8" N Studici 2'1 11,211er \ d{ n, Line of Balcony __ __c_____ B• Sub Floor: 44'-B" Ref (-)1' O" / y Above,coordinate --_ -v----- Ceiling Hgt: 11'-0" ASF OVS 131 ' �. 2 ssfC m Cloak Closet vnthS Irwark. / I �m 9 /9 i 22 14•-1 � .6 � \ 10•.11 j >� 1 __�_____ y 2A �! �2 2U a \ Buik In 2b J — 4 .e12 3'-6'�eri___ 5a3/e, L i b r a r y §Work Sterid asset, 15 //- \ ------- Gat" r,`,. �\ a� 7.11' 11 w % platform over at/ Bath SY \ 2a ,w,Nna°"\ °pOHsrnPG \ 1,A 516 EO' FP 2 to floor system / // -\ 007-*, S i t c h`e �° 1.2 ,B I ' F R WD Main Entry dap a j roo e�'I 53 ,iOe ;-.r \ y O - Sub Floor: 45'-6"Ref 0'-0"� 09 b, C� Underlay:45'-6"Ref 0'.0" Iling Hgt:y0,--0"ASF n 1, snit n __ / Gi :{/ �n I - -' ON 17J O u, CVpV Ate' yeT \ ,• A S C- 2.6 g' 12 /' n/ c 3�.= /28a5P L, dt a' ✓ s- \ Z• TILE 14 m TILE * Fn sa so - m \ \ FUR O FUR O S15 OK O a'-ase' z p p1 y y1R rh DN 1 LC 'y+ ..A Stud 0 b 5' ovlMirw 6"Finish N Covered Entry / s xz2 3s2s` qA" -6117 ' S15 9 f _ co p '��•��0 Top Stone: 43'-11 118" ,, " E a etYC �� O ... ... . . __... .._. . . . _ .. .,', 1 kr.l -)1'-67/8" @Doors / ysF n39-' 7"36SP C D w I ` r°4��a9 �/'''/►1 'Mv ga / Ceilin Hgt: 9' 6" CB17(2y--t 5!2- !!t f l2n= 9/S9s2 Portico R-D+ -0� Top Stone: HP 45 /3x/& = 234s5S ` Ref(-)6"HP @ Door y o Gelling Hgt: Maximize �r �` )^°r,1fN rn•\ & x/i�6= 7 Bluestone Deck, Steps&Risers r r. o poi � ---®�•----- -- ,51s \ �9 r s- I s- � 10'-0"Step 11'-0" Found Wall "`� 'CPTV�'•C-F i4 Ftp"I �_tOWNER: BRING:. . � Owen nd Laurie Morrel ResidenceTECTONIC CON;;1. L � ry:`Ii;+ 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 A-O 6 ( II; ". ( P.O. Box 37, 70 Pleeeent Hm i o raw Road t- ^ , ,1I, Ding Title 1 Maunl•Indlle, NY ,paeJ _ First Floor Plan ZN C,i�e!„"UU,i •,�i COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS COr n . IIIORIZED Project Location: F A ,in��,� DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR A91ai"":,'., h' q t'LAN Tax Parcel: 68.-l-15.1 Issue Date 08/23/00 "�r SIGNATURE AND AN ORIGINAL OF THE STAMP BEARING A LICE119PU OR EMBOSSED SEAL OF THE PROFESSIONAL SURVEYOR'S SEAL I.SI OF „ ENGINEERAAND SURVEYOR SHALL NOT BE SECTION 7209 SURF'—'';;L 2 01 TI IC NEW CTEK Solutions • Construction Managers • 914-572-5496 Revision Date' CONSIDERED VALID COPIES YORK STATE EDUGII I, I If (v%C1 Covered Deck Roof Below 38"Knee \R /In attic Walls 8 Cap Rails -------------------- MB Deck See Sun Deck for Notes r____ ------ --------------------- -I I FD O 4 O FD 3 I I EQ EO I I Open Deck Line olT,.y ' - Below CelPnv nllgn alt W/ 1st Flr Winds O III / 6_0. Master Bedroom 1 117 Sub Floor:56'-8 5/8"Ref 1 V-0 5/8" 2-8 C [ling Hgt:ASF 9'-0" wall I V-0"0 tray eN SnoWef O e en Deck �� Open Below .dN All fi7�J A / pg 31y MIF dF' N /.^ ? - --_ . ',.. C A' / h� oni,., 1Bu11,-In ,'' n.nn, \ N / �� NeAtl� Beet 80ver Wintlrrx\ Q� �'C}� / ppyyo�,, �}�,. / � dy\?• �. po t{,,,,, r --- -- ' • \ \2," Il;i j.' :. < / .¢, 6 a t I ll 6Y,, o o i'u-I Line or Trry N B a t h 2 a' O 9 — dyi ElE 24" rc; 51,711 42 K S ceiling Showor Sub Floar: ...f r, a 1 T-0 5n" r I , Falling Hgt: ASF 9'dP' ' ^ I:��ro-� 111q4^. trey Closet V V `, 7: is •' :�::: :::`� 1x 11? \ V A\ H \V I SF \\ A 2 2��Air S ace Studio \ `Q, b� \ M N FP Maee'-� A �J 36 A\ A EO �' 2nd Fir Y�si �ox,on d FireBlock Beim 9 g p EIec PRI xa„e at each fir v \\ \\\\ 5'ff '71•, \ \\ 45 �t j,;,5 5f: \\ \a' insulationng 3 T�117 LIZIS B6droom O :12'-31/4° ' m ?-o \ \\ \ Sub Floor:58'-6 5/8"Ref 11'-0 5/9" \\ \\ \ \\ Ceilg Hgt: ASF 9'-0"@wall lT-0" @Traly\ Z, _--_-¢ _ \ \ \ \ \ v 40 - --- SF ------ _____ \ \ \ \ \ \ to M V N GSli 11 l \ \ \ \ \ \ J :4'-91/8" e -- -- ----- 34 37 ? Gues t Bedroarn $ O' \ \\ 13.5 \\ n ■ Coordinate Balcony Rails w/Stairs Sub Float. 56-8 518"Ref 1 I'-r ^'t" 8 L. 39 rq b _ 38 Calling Hgt:ASF W-O" (No'!my) \\ \\ \ \ \ \ O to \\ \\ \ \ 48 \ r4 _ it � � P L• p,,.. � � / / \ \ \ \\ ) ' W 3-0 3-0 1.0 \\ \\\\\ Closet \ 6\a'" ya / 35 n1.0 / l i P , 51Yt Via, ayes t ° L El ® 4a © \ \ \ In attic 111 / ev _ - ------- --------------------- e§ \ \ Top Duck Board: HP 0'-0" / \\ Ref(-)?Y'HP @ Door �— \� Ceiling Hgt: Soffit of Roof J Mehagony Duck Board Walking Surface EPDM Waterproofing Membrane extend up Wells �,!�( ;8-0 00 SF X2�\2)//=fir. /O/1 SF �. x '/� = Z� 5� 6 K/)X2— CKC)K2 ^ 132 sl= 29s6SF OWNER: Owen & Laurie Morrel Residence DRWG. r 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 se' A-07 P.O. Box 37, 70 Plee.•nt HIII Rood u I 1 . 'n n5g Diming Title M•untnlnvllle, N,• 10953 ° Second Floor Plan COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS CIOP'rci':' 'l Ial'r F1 CI RIZEO Project Tax Parcel: 66.-1-15.1 Issue O8/23/OO DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR AOOI "."'� rn / SIGNATURE AND AN ORIGINAL OF THE ':TAMP BEARING A LICENSI'T) I',111-: f OR EMBOSSED SEAL OF THE PROFFSSIONAL SURVEYOR'S SEAL 11 ' `''I!'-Ail"^ Ir ENGINEER/LAND SURVEYOR SHALL NOT BE SECTION 7209 SII'F1', !-" 9 Of P+E NEW CTEK Solutions • Construction Managers Mana • 914-572-5496 CYORK STATE E01' i',' WONSIDERED VALID COPIES Ip1'L 9 Revision Date: 26q�q Typical Roof Framing: 2x10 Douglas Fir® 18"oc IS/Hurricane Clips 2x10 Collar Ties a 1/3 Down 48"oc 2x6 Bracing underside of rll N12ote: TJIge Beam 16"at trey ceilings 2xRidopen attic ranee 6T--(PAu, A' st.or"FS� Structural Lath for Cedar Roof Connect Collru T!aa to Continuous Ridge Vents rafters with (J) 1;2"Cartage Bolls 2 a U `I n N LL ' TGI 35016"Q16oc g ATRIUM CEILINDeco, IN G m $hell L dge _ Sun and North Deck no ( Provido warrantaed[: 3/4"T&G Undedayment rated Plywood Screwed & Glued to TJIs III 117/8 TJIs Typical 11"@ Kitichen 45'-6" 1st Floor,_ REF 0'-0" Sub Floor Joist Hanger Sized Y b v to Max Capacity of TJI 3/4" Min Cir _ _ I w 1'-4., {h � � I Plate Anchor Bolts at _ _ Studio '" /' '' I� �.�:_ ,,LL all late ends and 6'-0"oe Top Steal_ Sub Floor R . I _ - 1/2"Sheathing Top of Well _ _ _ _ P REF (�)1'-�h2 1�4" except Studio - _j Red Ceder Resavm Shaka Shingles Varies and as otherwise required "? 2x8 PT I �_-'I:,_ 6" Exposure, Color as selected �1888 by the authority of jursidiction E+ Plate (2) 11 7/8 x 1 3/4 W12x28 Stl Beam f l= + 2x6 PT Box Beam Continuous 2x6 PT Plate Typical All Beam Lines . 8" Bluestone Strip Structural Venneer 2x8 PT Plate Provide Brick Ties Nailed to Conic 12"oc Note: Conditions Vary above Col Provide vapor barrier r! Cap Plate. See each Detail for variants. All stones shall be set with minimum 114"full mortar bed. - ! IrjI I I Where stone is laid up to PT plates, bring stone W1 2x26 St!Beam I - II`y fly , to within 3/8 to 3/4"of plate. Let cure minimum Typical All Beam Lines Tube Steel Column Assembly(Height Vedas) Condition (8 Studio 5 Days. Tuck point final mortar Joint to PT plate Provide Blocking 8 Bracing 2 x 2 x 114 Steel Tube Column at 8'-0"ac See foundation plan for locators with structural non-shrink mortar mix. per Truss Joist MacMillan Specs - ,f 112"x 6"x 8"Top Plate lagged into PT Plate wl(4) 3/8"x 3"lag bobs $ - 1/2"x 4"x 6"Stiffener gusset welded to top plate and column 4 x 4 x 1/4 Steel Tube Column 3/8"x 2"x 4"bolt straps welded each side of column wl 19/16"Die Holes wl 1/2 x 6 1/2 x 10 Cap Plate w/1/2 x 10 x 10 Base Plates ill"x 4"Hihi expansion bolts to concrete, max 2'-8"oc vertically Finish All Interior Cols 2 _ Shelf Hei ht Varies Grade o '5/8"x 6"x 8"Base Plate - On 4" Below Grade Trowel On 3'-0" Pad 5/8"x 5"Hlltl expansion bolts to concrete(2) per base plate Mastic Waterproofing 6" Above Shelf Line(Typ) 11-0" Pier 6"All Veneer Walls Except 8"Garage West p 1 Spray On Asphaltic Emulsion Waterproofing ° " t+ `Ill'' I l Owens Coming or approved Equal with o 11(y:I /III I, Min. 3/4" Rigid Fiberglass insulation/protection 3"Cir board. All applied by a licensed Install and with standard warrantless Issued by Manf. ''"I _ °'I"�'�'�� � ''9 1 iI!I IIIA Completely coat steel pads with asphaltum paint before installation Unheated Garage Provide Diamond Isolation J @j - a, ro !I".' :. . : i . '+: 6" Bluestone Strip Structural Veneer as selected by Owner Storage Space& around all Columns o, Stairwell Similar Provide sample panal(s)for approval Coat all Steel In contact with Concrete ' y ~ N Ip Provide Brick Ties Nailed to Conc @ 12"ocew 1/2" Expansion Joint Filler Perimeter No 5(8118"oc " Provide vapor baffler with Asphaltic Emulsion : Provide Bush,tColed or raked mortar joints as selected by Owner tw (2)3/4 x 12 .::, -.' . : All stones shall be set with minimum 1/4"full mortar bed. 5 1/2"4000 PSI Floor Sleb(s) No 5 ® 12"oc ,� Anchor Bits : is is iWhere stone is laid up to PT plates, bring stone to within 3/8 to 3/4"of plate. Lap splices 40 Diameters 35'-5" To�Steirwell _ II51�. >_- .. __._ Let cure minimum 5 Days. Tuck point final mortar Joint to PT plate REF(-) 10'-1" &Storage .. with structural non-shrink mortar mix. 34'-11"_ Top Slab _yost;:o::Yy (4) No 5 EW (4) No 6"L" Top Slab f 4000 PSI REF (-) 10'-7" Garage :' Pad/Pier Plan View REF (-) 10'-7" — Garage Concrete W... ..�.. 33'-3" Ta�Col _ aD :.. REF(-) 11'-3" Piers No 4 Ties Typical All Interior Cols 6 x 6 -10/10 W WM Reinforcing No 5 L Dowels C 18"oc b Exterior Cols Same Details, Dims Vary Typ All Piers # > �— (4) No 5 Cage Tool in keyway immediately after / placing Concrete with 2x4 (2) 3/4 x 12 _ (4) No 5 Each Way m No 5 @ 12"oc Anchor Bolts 0 X. Thickness Varies n Sae Individual Sections (3) No 5 Continuous ,L / lap splices 40 Diameters Or Sound 1 3 Virgin Soil Clear b T.O"x 3'-0" Compact any disturbed soil prior to placing reinforcing. Protect open trenches until placement of Concrete Clear 3 T-0" North Wall 3000 PSI 72'16"All Others Concrete Center Footing Under Walls Detail S-1 Detail S-2 Composit Reinforcing Requiremets Interior Column Pads & Piers Typical All Concrete Walls See Details for additional reinforcing Columns & Beams (Typical) Scale: 3/4" = V-0" Scale: 3/4" = 1'-0" ,q '� OWNER: DRWG Owen & Laurie Morrel Residence TECT® ;, ���, I r bPoIRA// \r \ 1t ,- s"� COAD �'T^ 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 I ��2 `�„�i a f.•� [ Drawing Title i 4C acx 37. 70 P1.n.nnt Hill Ran" DETAILS S-1 . S-4 A=09 U,/ '� -'��` v�!f yt „ MountolnvilL, NY 10953 _ t.01 [ Y {�p ,I [� I Ii!' COPIES FROM THE ORIGINAL OF THIS TEAS PLAN IS CO r .. I I IgR12ED Pmlect Location: (]8/23/!]!] DOCUMENT WITHOUT A FACSIMILE OF THE ALTEI:A 110N OIR fill I ' Tax Parcel: 68.-1-15.1 Issue Dete' 076�b", �� OSIGNATURE R EMBOSSED 5 AL OF GTHELOF THE SIAMP BEARING A PROFE73SICNAl. SURVEYOR'SLISEA1. I , f 'AN L + pAOFESSIO�V1, ENGINEER/LAND SURVEYOR SHALL NOT BE SECTION 72091 SI"' ' 11 II-_ NEW CTEK Solutions • Construction Managers • 914-572-5496 Revision Date. CONSIDERED VALID COPIES YORK STATE 6!0t LAW. a68� � I 3/4" 7 : -nt need Plywood Screw,.; -:.uao w ,'Jls (2) 117/8 LVL Box Beam (2) (2)3/4"T8G 3/4"T&G t i I".IIs "-\ Sub Floor d Undedaymenl Sub Floor 8 Undedayment 1 y;•. Family All Across Garage West Well For Ceramic Tile Floor For Ceramic The Floor �\ - _ _ Kitchen.- Fam Fam, Lib, Diningily Kitchen _ - Sub Floor - Ivry F O'-a" d=uo i`Ir', Sub Floor REF 0'-0" Sub Floor m Sub Floor I 1 I 1 11 11 - � "� 45'-5 1I8" in FGF' O REF(-)7/8" rn REF(-)7/8" - 5/8"X Sht Rk WI 2x26 .^.dlCantStiffener hero Available Typical Base. Im FramIng, nd.ever •,I,,- L $ i �° for OH Dr Framing, ndd 1�. PI_ each side ,� PT Door Track—� , Stiffeners ro Track I, yl(e VLeN Hr i, I51 I, g Pocket Concb,� ': El: w "i�ilil!�I Make rattan ular enin and block In arches. - 3 Detail ���, 4 x4 x 114 3 S3Hi Sq 311 Tuhr :•L o .iy. 1/2 x 6 1/ u i'i O PT Blocking l :r,i: Base Plah", (2) 3/4x 1c Cedar Trim iii:1:. a Anchor tloVc Painted 8 ' Conformed N To Arch J = Carage Doci - -vond --_ LL to O o E L1 �I a 9" 61/81, V 2 O Qv� !MI,I I:' > b o OH Door : A r 2 8'-0" High II' o ae I W 0 0 J n H Sloe Slab to OH Drs or Drains O -1 P SIOPa ,"I I. r -'va1nS 6" Bluestone Strip Structural Vermeer y : L) as selected by Owner -I` Detail 'I Provide sample panel(s)for approval Provide Brick Ties Nailed to Conc 0 12"oc 5 1/2"4000 PSI Cone Slab S4Provide vapor barrier I. wl6xe-10/1owwm "''i < � !�' .9•.... Provide Flush,tooled or raked mortar joints as selected by Owner, however, all stones shall be Provide Dlamomd ^n!,�tin 'Ii t set with minimum 1/4"full mortar bed. around all Column, - rn Where stone is laid up to PT plates, bring stone \ S to within 3/8 l0 3/4"of plate. Let cum minimum 5Days. Tuckpolntfnol mortarjolntto PT plate �4_11'_ J ^� 'i��',� '.:;I II I HP To Slab Tom Slab- I,; 't stru ural non-shrink mortar mix. - REF - 10'-T" � - P withO .�:......:::.�:.�::: se Garage ................... ...... . . .. .........,,....:.... _ Finish rade ,....... 9 eh :ii w Finish iti43;��t Driveway iY C347 11„ 34,_3„ Grade `���' I �iGi �'�i �if�i: s:�t�i _ ... _ REF - 10'-7" - 10.7 REF - 11'-3" O :::�s:�i.s�:::%55 : T All Piers I Expansion enslon 6MIII Poly fC 34x12 t 2 / i joint or O Detail S1 f Barrier See De Vapor 5 ii P a.. Typical Reinforcingc Anchor Bolts o YP - m 8" Gravel :£ ?-2'::> ;:< 8„ and Other ed ::e a Requirements > "' m Hand Form Re Y YN q etail 1 for 1 1l2 x 3 1l2" 0` See D S 0 See Detail fo for �fi;::; 5 y; : ; :;:; o z:s:::!!.e;.::.;::':":'?` ;:; >; +!Ysv:;" : Typical Rain forcln9 ti 0 and ,her S Typical Reinforcing In e v n O Requirements and 0 � d Cher ':.:;:i:i:•i is N :....:.i'.......:. ..�.�.�:.>'.?'.? .�.� .� . .;: . Requirements p o :LL -N .. ... .............. . ;:•ii4::; 'aso->:i"::i;i;:j;:::i:i:%S<:: X.. Qb :::ps ;i:i:: i' iiY .i s:.::. : 1 h i3iS :i::::.�:::. :.::.:.:::::.�::::.�:.::::::::.;;;:.. - X. lr '::•i::i: :i:<;:::v'.::n:.i:•?iii: :•i: :•isi:•?i:•i:•i:•i:•::i.:�::.::.i:• 2'-6" 4'-0"x 4'-0" DETAIL DETAIL D" r3eam S-6 rM S-5 n,;... West Wall Garage @Corner Columns Garage CL Arch at OH Doors Garr::' : I_ ;;? i' " 1 Family Shown, Kitchen Similar Family Room Shown, Kitchen Similar Fam `r 3/4iw ro, Kitchen Similar Scr ' Scale: 3/4" = 1'-D" Scale: 3/4" _ V-D' ' U j°' = J " TE I 0 I E-AIGIl1, t _ . . OWNER' DRWG: �; r� �' Owen & Laurie Morrel Residence IM=' l CONS-,' " C.. 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 C�• P.O. Bos 37, 70 PI•awnt HII Road _ ' qa Brewing Title Mountainville, NY 10953 � , '. 1.31 DETAILS S-05 . . . S-07 COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS Cr` I'OR12E0 OZ } Protect Location: DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR AOc'ii .'. 1 'ki:H Tax Parcel: 68.-1-15.1 Issue Dete'. 0$I23/00 Q<Q tiL •t:p, ;�c• f SIGNATURE AND AN ORIGINAL OF THE STDMP REARING A UCENlT. :1 ' ll'/h.y.';,; OR EMBOSSED SEAL OF THE PROFESSIONAL SURvr YOR'S SEAT_ :' "- •I :':" '90p9ENGINEER/LAND SURVEYOR SHALL NOT DE SECTION 7209 S' '" 'i'I "' 1'I'i: NEW CTEK Solutions • Construction Managers • 914-572-5496 Revision Date: CONSIDERED VALID COPIES YORK STATE En'1' I-All' 2Ltycv Red Cedar Siding 8" Exposures �:: ;•'''^ ` 'Y' Exposure 6" Bluestone Strip Structural Vermeer Ice &Weather Shield i— b Irb9 Inverted TJI to as selected by Owner Counter Flashing C,, l' 11 Family Room LVL Hangar Provide sample panel(s)for approval Po Out �I Dining Mehogony Docking Pop Provide Brick Ties Nailed to Cone @ 12"oc REF O'-0" Provide vapor barrier — — — — — _" pr,";.•� ,r,l ',, . ' rq Provide flush,tooled or raked mortarjoints as — RF 0�'-x0" selected by Owner, however, all stones shall beY 41 set with minimum 1/4"full mortar bed. Liv'g/Studio in in Wherestone is laid up to PT plates, bring stone East Deck Entry to within 3/8 to 3/4"of plate. Let cure minimum -- 5 Days. Tuck point final mortar joint to PT plate 44' 1" i' V with structural non-shrink mortar mix(5 STAR). — — REF 1'-5" a- „ `r (_) REF (-)1-5 I; ,I'il. tckl�l 1 3/4"x 117/8 LVL 1 3/4"x 11 7/8 LVL 2 2x8 PT Plate �: : : : :;: Terminal Newel(�Landing (2)2x8 PT Plate 2x10 PT Joist O 2x10 PT See Detail S1 for ¢II In Simpson Gely Joist Hanger ` ,. . -:, .. Typical Reinforcing P g See Detail S1 for Simpso�, �,�i:., . r', r end Other ' ' 56s11r%'�.Es9 'tE(. 10" 4'-0" 5/8 x 5 Hilti Bots 12"oc Staggered Typical Reinforcing 2x10 PT Requirements and Other Open Riser Wood 10" 2x10 PT Ledger Requirements 3/4"x F," (;"'v , .r, n^ a,11=. 24"oc Top Stairs from Deck 1/2"x;" ''' 'r l n, .6"oc Bottom stagger , pend ",'+'r� rows DECK @ Building Wall DECK @ building Wail DINING ENTRY CONDITION Scale: 3/4" = 1'-0" Living/Studio Vestibule CONDI Scale: 3/4" = V-0" DETAIL DETAIL S-9 :s^1, WA 4x4 PT Corner Posts I Ice&Watershield I I 4 1/2" Bluestone GaIv ::::::. ..... Column Shell Main EntSlope — Slo a. To Edge d e Floor Base with Steps Min-4"BFGWaterproof Mein Entry. This Surface ece Sub loo Spot lI \ ;;;:i;y, : :.::.: iz a , a 'I: Il— ' ' REF(-) 10-7., = K V5 5 Rebar -. 5 1/ " 4 tl2" No 4" a 0 2 - 7 n .....::..:::::. Top Slab _ ..:.:::.;:.;:a.r: I I vi .:.�:. .. . @v @ 12"OCEW Garage - :p: pi I: ' i Grade Ii I m Ilr arias A�='^nrv• �Y I F > FG I t`EE{ I I. I b . I rlb>r: s: I. I I 4" o , 1 I 0 Q n " rl.n r I Ifin:. ..... :.:::::.. I Controlled 2 XX-XXX � a Fill Compa 8"x1-2"Con^rete Gradede mcted - r Btwn cheek we^s flP step ends _ _ r,,,; : 8 No 5 Rebar a* shown cont — O I i I c o4Le. with N [-� 12"oc I dowel base slab into main wall I Detail @ 3,-0„ r Front Portico Posts Waterproofing m This Surface A. See Detail S1 for i--- -- - -- - Typical Reinforcing and Other Requirements DETAIL see Detail S1 for Typical S-8 ;;; Reinforcing and Other ':'`1f?":' s Overall Drop in Elevation @ Entry S-$ Requirements Step from Interior 6"(7" Finish Floor) Steps at center Portico 3 @7-21" Wall & Veneer Slope away from door= 1" Total: 24" Drop FAMILY RM POP OUT P FF to FG Scale: 3/4" = V-0" 5 1/2"4000 PSI Cone Slab Expansion w/8x8- 0/10 WWM Joint 1 6 Mill Poly Vapor Barrier To_Slab Stair Wellii ix 10" 34'-5" REFO 10'-1" ZZ 8"Gravel xxx DETAIL Condition @ Condition S-11 Periimeter Front Sto Main Entry Scale: 3/4" = V-0" _K.w.e.,." rr (? "7A ,ENGIf'" I_.. .. „ .,.-,..._.-_.,.... OWNER: DRWG' hof NEa1• o TECTG' . ' z� Owen & Laurie Morrel Residence d lrn� "ONS?-' tmm 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 A- 11 P 0 Box J]. ]o Pl.a•an[ Hill Road Growing Title Mountainvlll•, NY 1099] `'n[ DETAILS S-08 . S-11 O ri" a COPIES FROM THE ORIGINAL OF TI11S THIS FLP,N IS COr r IORIZED iii u , Protect Location: (R� .ly r - •, DOCUMENT WITHOUT A FACSIMILE OF iIIF. AI_TERAlION OR 1r r - ,,N TeX Parcel: 68.-1-15.1 Issue Dete 0$/23/00 SIGNATURE AND AN ORIGINAL OF THE S IA17P HEARING A LICFN �O 0- C nqD[ OR EMBOSSED SEAL OF THE PROFESSIONAL SUR'VEYOR'S SEAT I ARUFE�SP�F1"�,� ENGINEERSURVEYOR SHALL NOT DC SECTION 7209 - -wJ �IIC NEW CONSIDERED ED VALID COPIES d CTEK Solutions • Construction Managers • 914-572-5496 Revision Date, VAYORK STATE EDJ 514 x 6 Corner 5/4 x 6 Corner 4x4 PT Kitchen Wing South Board Beyond Board Beyond Comer Posts Note: TJIs under Kitchen floor are 11"to allow for undedayment -�. STUDIO -� 1st Floor— — — — — — — — _ - Sub Floor REF 0'-0" _ (2) 13/4 x 117/8 LVL Box Beam Bluestone Provide Steel Galy °D w/2x6 Top and Bot Plates - 45'-8" Support Both I _ Mounted (� Top Sub Floor Beth Room P 9— — _ Colu ns — _ 44 6 Sloe To Ede Column o REF 0'-0" ► Base Studio SubFloor — .—.. io n, r' REF(_)1,-0" to 44'-6° iz m 'll vi 9 REF(-)1'-0" 1 m �: R M;5 4" Masonry FIII I 2 i$: Sv F rash zu 'I`' Grade I Detail E is S2 :;;:I;:;;; — Shelf Height Varies Controlled Iled — - — — — d 4"BF v Com acted 0 I. with FG Min G P �itv.: lV Fill 7 2B�iy 6" 8" _ _iiii Shelf Height Varies 0 e N c 5 Rebar X. with FG Min-4"BFG 12"OCE W 8" 6" Y Waterproofing 1 0" M Detail vThis Surfacea ce Detail IV 0 S3 0 Corner X.See Detail Si for Typical 4x4 PT Posts Reinforcing and Other ► Requirements "'1� f Dm In n Mechanicalnatal :s.Slo e Slab to Drain Mechanical Slope Slab to Drain Mechanical r. 5 'I%T' • - i r unc Slab 51/2 4 " 000 PSI Cone Slab . ; :# w16x6-1Oil 0 WWM Join t 9 I 'I ; I n 0 01\71 urj Pi a_ n s Io_nEx Expansion 6 1/2"4000 PSI ::.. ::9 c Ie JEnt ... See Detail 1 for TypIceIJoinl w/6x6-70ItOWWMIII 8 MP . .nson Reinforcingand Other or Barrier Requirements 0-1" 8Mill POIY " Reinforoinn ,H 'herHP To Slab 10" Vapor Barrier Storage en ," _See Detail 1 for T4^I°a _ HP TopSleb f xx G5ra .. . . ... 34-11" . . aaµi „ ::.:........:::.::.:;a'::•::::.;. ..:.. . . .Y.Y. . . .::::::: I o .... . Hand Formed 6 Gravel o REF - 10' 7" :::f. SSf:t: . Ke a �S /2 Y F l2 x 3 1/2" Gravel ' 2,_6" 2,.6„ 2'.6- DETAIL '-8"DETAIL DETAIL h S-12 S-14 " South Wall Studio Entry (Shown) South Wall Kitchen Wing S:.Icl ', ':'•',' I Est Walls East Wall Studio Entry Similar Scale: 3/4" = V-0" Scale: 3/4„ = V-0„ En-1 %','!'A Jf,i =.n" Sr. ' i,_0,1 ��,U ,vct'/I, owNER Owen & Laurie Morrel Residence DRWG: TECT Ud I "I . CCA' � ^9 �• � 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 A 12 A� i� �-< 'i P.O. am, 37, 70 PI•••.ot HIII Ron'f +b9 Drawln8 Tille , I � w,f �� e. � Ncuntnlnvie.�N1' ,ase� _ _ ,,.", DETAILS S-12 . . .S-14 COPIES FROM THE ORIGINAL OF THIS, IAL^ PLAN IS C HORIZED G PoJec Location: Tax Parcel: 68.-1-15.1 Issue Dale: 08/23/00 � DOCUMENT WITHOUT A FACSIMILE OF T 'f. ALT°F 100N 0' I � PN ��o Nd 07CTt'"I'�� SSIGNATURE R EMBOSSED SEAL ORIGINAL POF THE 5 FA.UP �BE R NIG A LICr I I R ,[tSURVFYOR'S S,Ni " I . OF OF[SS10V` ENGINEERAAND SURVEYOR SHALL NOT BE SECTION 7209 11:17 NEW CTEK Solutions • Construction Managers • 914-572-5496 Revision Date CONSIDERED VALID COPIES YORIf STATE I ' " �[ gt9 Line of Deck _ Nosin Above UP I S16 I?N 57 I Lath / / — R-21 \� O V \ \ \\ zxto Rr Rafter _ Top of Wall, ! Framing Varies \ /r DIM V Sht Rk S16 3@7 R21 Stairway From Deck i Sub Kitchen Wing Kitchen Wing i 1x8 Upper Facia DN Rail 1 1 t 6 � 1x8 Lower Facia Height Soffit Board L- --- --- / b Crown as Selected � 1x10 Frieze Bird _ _--- � ,� '� 2x10 PT Continuous Vent --, �� Deck Joist Typical with Insect Screen Detail S16 fl _ GaivPlan View Rear Deck Stairs (West) �' Joist HSimpson ger 1x6 &1x8 Joist Hanger Al Rake Condition I ,' II, �� I �, •�-� F441a BoaMs Typical All Rake Conditons Scale 314" & 1 1/2" ,✓ 2x8 Fa (2) 1 3/4 x 11 7/8 LVL - I I 1 �PTb Facie plus 2x4 PT Box Beam I. Blockings Typical Perimeter of Deck 2x10 Rf Rafter TJI 16 BL _ __--_- _ II o Tray Ceiling R-38 Typical Ceiling Before Second Floor Lath 0 Bluestone Cap --- - — .— Stone --i. Trey Height R-38 Grade Beyond 38' _All Roofs Roofs Red Cedar Shakes 6"Stone Veneer All Stairwell /--� 5/8"Sht Rk on Structural Lath. Walls Exposed from 4" Below Grade / Typ through out Blue Label 18" Perfections Detail S16 / — Wall Framing R21 Grade Beyond —— w 6x610/10 WWM I' Garage Floor Slab Before Driveway }----- Grade • --- -------- Knee Wall Before paved Driveway Stair Well and dslibn With Coordinate Height _______Y �___________________' aE With adjacent stair tread Elev(M Aprons FG 34'b" 1x8 Upper Facia Ret(•)11'-1 1x6 Lower Facia Soffit Board @ Controlled Compacted FIII Crown as Selected E Bl Before AND n 1x10 Frieze Brd j Mein Stairwell Wall _ Continuous Vent _ ___J Beyond Window Head Trim 0 w/Pediment(Not Shown) NOTE: SEE Detail S1 for minimum reinforcing of walls. __________________________________ 2'.0" R-30 Unfaced Firberglass S nand I ul do�nnnnnnnn 1 F o C 'lin s AZ EAVE ilR uy Gl E, NI j 'Y°"h ENC,", OWNER: DRWG: ,.:; Owen & Laurie Morrel Residence Typical Al Eave Conditons Scale 3/4"& 1 1/2" �1h -la �, _�a TECT �� d" i l* �" CGV+" ' %• 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 YI P.O. Bax 37, 70 PI•P.•nt HIII F:ntl ., _,.,,qa OfaVAngTille A- `� " >� „ °•'+ Mounlald0l•, NY 109e0 DETAILS S-16, A-01 , A-02 1 "H I,�pl11� '�� j Jii COPIES FROM THE ORIGINAL OF THIS 5 IAN IS L T : !ORIZED Project Location: DOCUMENT WITHOUT A FACSIMILE Or Tl,r NIP :�'TTION CR ISN Tax Parcel: 68.-l-15.1 Issue Dale: 0$/23/00 SIGNATURE AND AN ORIGINAL OF TI:C E P III NRNG A -I('.L' '': , I ` FOp Po(^j 070,1�.NJ'6p�' OR EMBOSSED SEAL OF THE PROFFS:10N)ll !- sur:VCYOR'S Cr 9p1;Ev51O ENGINEER/LAND SURVEYOR SHALL NJT RE i ;fCOCN 72nn sl I IE NEW CTEK Solutions • Construction Managers • 914-572-5496 Revision Date: CONSIDERED VAUD COPIES ? 1"0I`K STATE I I to MORREL RESIDENCE, PECONIC, NY WINDOW SCHEDULE V-Venting (Hinge Left or Right viewed from Outside) F- Fixed GENERAL NOTES MK Supplier Stock No Location Unit Unit Rou h Ovenino Remarks 1. ALL WORK SWILL CONFORM TO ALL APPLICABLE SECTIONS OF THE NEW YORK 10. ALL LUMBER SHALL HAVE A BASE'IN GRADE'Fb VALUE A9 FOLLOWS: Pella A4725F Family 3'11" 2'1" 3'113/4"Wx2'-13/4"H Coord w/B+17/8 MGT STATE FIRE PREVENTION i BUILDING CODE,ALL LOCAL CODES&ALL PROVISIONS OF BEAMS,HEADERS&GIRDERS 875 PSI A Pella A4725F Family 3'11" 2'1" 3'113/4"Wx2'-13/4"H Coord w/B THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. JOISTS,RAFTERS,TRIMMERS,ETC. 750 PSI A Pella A4725F Family 3'11" 211" 3'113/4"Wx2'-13/4"H Coord w/B 2. THE DESIGN LOADS ARE AS FOLLOWS: STUDS 576 PSI B Pella C4765F Family 3'17" 515" 3'113/4"W x5'53/4"H Coord w/A TYPE LIVE LOAD DEAD LOAD 11. ALL MICROLAMLAM BEAMS SHALL HAVE A MINIMUM Fb OF 2,900 PSI. B Pella C4765F Family 3'11" 5'5" 3'113/4"W x S'S 3/4"H Coord w/A ROOF SNOW ZONE 35 15 LBSfSO.FT. 12. PROVIDE 2"x4"COLLAR TIES 0W-0'DC ATALL RAFTERS IN ATTICS.(UNO) B Pella C4765F Family 3'71" 5'$" 3'113/4"W x 5'53/4"H Coord w/A C Pella 3 C2947VFV Kitchen Say 713" 3'11" 7' 3 3/4"W x T-11 3/4"H ArchTransom D FLOOR 40 LBS/SQ.FT. 15 LBS/SQ.FT. 13, PROVIDE DOUBLE JOISTS THAT SUPPORT COLUMNS. D Pella T8708F Kitchen Say 215" 3111" 7'33/4"Wx3'-713/4"H Over 3 UnitC ATTIC 14. INSTALL FIRESTOPPING BETWEEN JOISTS AT ALL BEARING WALLS,GIRDERS& E Pella 3 C3559VFV Dining 8'9" 4'11" B'9 3/4"W x 4'-11 3/4"H Coord w/F W/OVER 4'4"HEADROOM 30 LBS/SQ.FT. 10 LBS/SQ.FT. OTHERWISE REQUIRED BY APPLICABLE CODES. E Pea I (3)C3559VFV Studio 819. 4-11 8'9 3/4"W x 4'-11 3/4"H Coordw F UNDER4'4'HEADROOM 20 LBS/9Q.PT. 10 LBSISQ.FT. 15, PROVIDE CROSSBRACING BETWEEN JOISTS®W-O'O.C.MAXIMUM. F Pella T10508F Dining 819" 7'115/8" 8'9 3/4"W x 2'-0 3/8"H Coord w/E EMERGENCY ACCESS ONLY 10 LBS/SQ.FT. 10 LBS/SQ.FT. F Pella Ti OSOBF Studio 8'9" 1'11 5/8" 8'9 3/4"W x 2'-0 3/8"H Coord w/E 18. TOP PLATE OF UU.LY COLUMNS SHALL BE A9 WIDE AS THE BEAM IT CARRIES IN BOTH G Pella C47715F Living3'11" 5'11" 3'113/4"W x 5'713/4"H Fixed CONCRETE SLABS 50 Les/sQ.Fr. DIRECTIONS. G Pella C47715F Livia 3'11" 5'11" 3'713/4"Wx Tl13/4"H Fixed (NOTE THE LOADS SHOWN ABOVE OO NOT REFLECT FINISH FLOOR MATERIALS THAT 17. WOOD POSTS UNDER BEAMS SHALL BE AS WIDE AS THE BEAM IT CARRIES. G Pella C47715F Living 3'11" 5111" 3'113/4"W x 5'113/4"H Fixed MAY EXCEED THE DEAD LOAD AMOUNTS SHOWN-IF SUCH MATERIALS ARE TO BE USED THE ENGINEER SHALL BE NOTIFIED) 18. IF WALL STUDS ARE OVER 10 FEET HIGH THEN CATS SHALL BE PROVIDED AT THEIR G Pella C47715F Living 3'11" 5'11" 3'11 3/4"W x 5'71 3/4"H Fixed MIDPOINT. H Pella C2335V Living 4'2" 5111" 4'2 3/4"W x 5'11 3/4"H BlPartin 3. ALL FOOTINGS SHALL BE STEPPED ATA MAXIMUM SLOPE OF 30 DEGREES TO MAINTAIN MINIMUM DEPTH BELOW FROST. 19. UTILITY ROOM SHALL BE VENTED TO THE EXTERIOR TO PROVIDE MINIMUM FRESH H Pella C23 SV Livin 4'2" 5'17" 4'2 3/4"W x $'11 3/4"H BlPartin AIR REQUIRED FOR COMBUSTION BY HEATING UNIT MANUFACTURER I Pella 5571VR Studio Pop 2'11" 5'11" 2'11 3/4"W% 5'-11 3/4"H Hinge Riht 4. FINISHED ELEVATION OF GARAGE SLAB SHALL BE MINIMUM 4"LOWER THAN ADJACENT BLABS TO PREVENT FUEL FROM FLOWING OUTSIDE OF GARAGE AREA. 20. SMOKE DETECTORS SHALL BE INSTALLED IN WIRING BEFORE ELECTRICAL SWITCHES I Pella 1 C3571VL Studio Pop 1 2'11" 5111" 2'113/4"W% 5'-113/4"H Hinge Left ARE WIRED INTO THE ONE. J Pella C3571F Studio Po 2'11" 5111" 2'113/4"Wx5'-713/4"H Struct Mull Common Sill 5. FOOTING DRAINS(IF REQUIRED)SHALL BE RUN TO DAYLIGHT OR INTO A DRYWELL AT A PITCH OF I/4'PER FOOT MINIMUM. 21. A%TIC SPACE SHALL BE VENTED W/SOFFIT VENTS&ANY OF OR COMBINATION OF J Pella C3571F Studio PO 2'11" 5111" 2'113/4"W% $'-113/4"H Struct Mull Common Sill THE FOLLOWING:EAVE VENTS,RIDGE VENTS OR ROOF VENTS. J Pella C3571F Studio Po 2'11" 5111" 2'113/4"Wx5'-113/4"H Struct Mull Common Sill 8. ALL RATING OF 314 BETWEEN GARAGE&LIVING AREAS SHALL HAVEAMINIMUM K Pella C3553VLVR Lorl's Room 5'10" 4'5" 5'103/4"Wx4'-53/4"H Hinge Riht FIRE RATING OF 3/4 HOUR. 2Z. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE&ALL 7. BOX IN GIRDERS IN GARAGE AREA WITH 2 LAYERS OF We'FIRERATED GYPSUM LOCAL LAWS.EACH OWELUNG UNIT SHALL BE PROVIDED WITH A SEPARATE L Pella C2947VLFVR Liz's BR South 7'3" 3'1I" 7'33/4"W% 3'113/4"H Non StTUCt Mulls BOARD. ELECTRIC METER L Pella C2947VLFVR Guest BR South 7'3" 3'11" 7'3 3/4"W x 3'11 3/4"H Non Struct Mulls B. DOOR BETWEEN GARAGE&LIVING AREAS SHALL BE 3/4 HOUR FIRERATED&BE 23. ALL PLUMBING WORK SHALL CONFORM TO THE NATIONAL PLUMBING CODE&ALL M Pella C3541VLFVR Liz's BR Dormer 819" TV 8'93/4"W x3'53/4"H Non Struct Mulls SELFCLOSING. LOCAL LAWS. I M Pella C3541 VLFVR Guest BR Dormer 819" 3'5" 8'9 3/4"W x 3'5 3/4"H Non Struct Mulls 9. ALL TJI JOISTS SHALL BE BY TRUSS JOIST. ALL HANGERS AND INSTALLATION SHALL N Pella C2947VLVR Liz's BR North 4'10" 3'11" 4'103/4"W x3'113/4"H Non Struct Mull FOLLOW THE MANUFACTURERS SPECIFICATIONS. - N Pella I C2947VLVR LIZ'S Bath 1 410" 3'11" 4'103/4"Wx3'113/4"H Non Struct Mull O Pella C3547VR MBR 2'11" 3'11" 2'11 3/4"W x 3'11 3/4"H Hine Right O Pella C3547VL MBR 2'11" 3111" 2'11 3/4"W x 3'11 3/4"H Hine Left 0 Pella C3547VR MBR 2'11" 3'11" 2'11 3/4"W x 3111 3/4"H Hinge Right STRUCTURAL NOTES o Pella C3541VL MBR 2'17" 3'11" 2'11 3/4"W x 3'17 3/4"H Hine Left P Pella C3547VR MBR Bath 2'11" 3'5" 2'11 3/4"W x 3'-5 3/4"H Hinge Right CONCRETE 18. DRYING OUT OF CONCRETE,ESPECIALLY DURING THE FIRST 24 HOURS,SMALL BE 5. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS AND CONFORMHinge CAREFULLY GUARDED AGAINST. ALL SURFACES SHALL BE MOIST CURED. TO ASTM A326-HIGH STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS'. BOLTS P Pella C3541F MBR Bath 2'11" 3'5" 2'173/4"Wx3'-53/4"H Struct 11 1. DESIGN AND CONSTRUCTION SMALL CONFORM TO THE AMERICAN CONCRETE SMALL BE 314 INCH DIAMETER,TYPE X.UNLESS OTHERWISE NOTED. Pella C3541F MBR Bath 2'11" TV 315. 2'113/4"W x3'53/4"H Struct Mull Common Sill INSTITUTE"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"ACI 316, 17. FORMS SHALL BE BUILT TRUE.THEY SMALL BE STRONG,RIGID,MORTAR-TIGHT,AND Pella C3541 F MBR Bath 2'11" 3'S" 2'11 3/4"W x 3'$ 3/4"H Struct Mull Common Sill LATEST EDITION. ADEQUATELY BRACED OR TED. FORMS SHALL BE DESIGNED AND CONSTRUCTED TO G. MATCHING NUTS SHALL BE HEAVY HEX TYPE,CONFORMING TO ASTM Afi63'CARBON WITHSTAND ALL LOADS AND PRESSURES,INCLUDING THOSE IMPOSED BY PLASTIC AND ALLOY STEEL NUTS'. WASHERS,WHERE REQUIRED,SHALL CONFORM TO ASTM Pella C3S47F MBR Bath 2'11" 3'S" 2'113/4"Wx3'S 3/4"H Struct Mull Common 5111 Z. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SIR BE 4000 P31. CONCRETE TAKING FULL ACCOUNT OF THE STRESSES DUE TO THE RATE OF POUR F436"HARDENED STEEL WASHERS'. R Pella C2547VLVR Attic North 4'2" 3'11" 4'23/4"W x3'113/4"H BlPirtin EFFECTIVE VIBRATION AND CONDITIONS BROUGHT ABOUT BY CONSTRUCTION R Pella C2547VLVR Attic SOL 4'2" 3'11" 4'23/4"W It 3'713/4"H JBIPairting 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C750-TYPE I. METHODS. 7. EPDXY ANCHORING SYSTEM SHALL BE THE HILT HIT HY20 FOR MASONRY 42 Total Window Units CONSTRUCTION WITH HOLLOW BRICK OR BLOCK. THE EPDXY ANCHOR ASSEMBLY 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A016-GR 60, 18. ALL WORK SHALL BE INSPECTED BY THE ENGINEER DURING CONSTRUCTION. SHALL CONSIST OF 1/2'DIA STAINLESS STEEL ANCHOR ROD WMUT3&WASHERS,A 'DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT, SCREEN TUBE AND AN EPDXY ADHESIVE(MINIMUM 3 3/8'EMBEDMENT). LATEST EDITION. 19. GROUT SHALL BE NON-METALLIC,NON-SHRINK WITH A MINIMUM COMPRESSIVE MO RESIDENCE,PECONIC, NY DOOR STRENGTH OF 5,000 PSI AT 28 DAYS. B. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES,APPEARANCE AND 0 R SCHEDULE H E D U L E R S. CONCRETE WORK AND MATERIALS SHALL CONFORM TO THE AMERICAN CONCRETE QUALITY OF WELDS,AND FOR METHODS USED IN CORRECTING WELDING.ALL INSTITUTE'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS",ACI 301, 20, JOINT FILLER SHALL BE PREFORMED RESILIENT BITUMINOUS EXPANSION JOINT WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH MK From: T0: style: Unit Unit Leafs Hand: MAT Mani. Label Comments: LATEST EDITION. FILLER CONFORMING TO ASTM D1761. AWS'STANDARD QUALIFICATION PROCEDURES.- 1 Exterior Main Ent D-01 French VO" 6'10" 2 L&R(Inswing) WD PELLA Fact Wthrst rp 8. CONCRETE COVER FOR REINFORCING SHALL BE 3INCHES FOR COrp NCRETE CAST 21. JOINT SEALANT SHALL BE TWO COMPONENT POLYSULFIDE SEALANT OR EQUAL, B. ALL STRUCTURAL STEEL SHALL 6E SHOP PRIME COATED WITH A RUSTANHIBI'TNE 2 StudiDlnlnRBBr Deck D-01 French To" 6'10" 1 RH OUtmin WD PELLA Fact Wthrst AGAINST AND PERMANENTLY ORCINS HALL BE 3INCHES OTHER CONCRETE COMPATIBLE WITH ADJACENT MATERIALS. PRIMER,UNLESS OTHERWISE NOTED. SURFACE PREPARATION SHALL BE IN 3 SCudlO/LNin Rear Deck POl French 3'O" 6'10" 1 LH OULSWI WD PELLA FaC[Wthrs[ TO ACCORDANCE WITH THE PAINT MANUFACTURER'S RECOMMENDATIONS. AREAS 4 Exterior Studio D-01 French WO" 6'10" 2 L&R Inswln WD PELLA Fact Wthrst SURFACES,MINIMUM COVER SHALL BE 21NCHES FOR al5 AND LARGER BARS,AND 1.12 WHICH MAY BE INACCESSIBLE AFTER INSTALLATION SHALL RECEIVE TWO(2)COATS INCHES FOR 65 AND SMALLER BARS,UNLESS OTHERWISE NOTED.CONCRETE COVER MASONRY OF PRIMER. SEE ARCHITECTURAL DRAWINGS FOR FINISH PAINT. 5 Closet et East Deck East Deck Enteck Ent D-02 2'8" 7'0" i RH W 6 C FORBII AND SMALLER REINFORCEMENT NOT EXPOSED TO EARTH OR WEATHER PO2 4'0" 7'0" 2 LH/RH WO SHALL BE 3/4"FOR SLABS,WALLS,AND JOISTS. 10. FIELD CONNECTIONS AND DAMAGED OR ABRADED AREAS OF SHOP PRIME COAT 1. DESIGN AND CONSTRUCTION OF MASONRY WORK SHALL CONFORM TO ACI-ASCE 7 Studio Storage Studio P02 3'0" 7'0" 1 R N IND 7. LAP SPLICES FOR REINFORCING SHALL BE A MINIMUM OF 40 BAR DIAMETERS UNLESS STANDARDS'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"ACI 530 SMALL BE TOUCH-UP PAINTED WITH COMPATIBLE FIELD PRIMER 8 Studio Bath Studio D-02 VEIN 7'0" 1 RH WD OTHERWISE NOTED. AND'SPECIFICATIONS FOR MASONRY STRUCTURES'Act 530.1. 11, INCORRECTLY FABRICATED,DAMAGED OR OTHERWISE MISF177ING OR CONFORMING 9 Exterior Studio Bath D-03 2'8" 7'0" 1 LH (Inswing) Metal Theme Fact Wthrst rp AR SHALL CONFORM TO ASTM C270'MORTAR FOR UNIT MASONRY', MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO 10 Main Ent Studio D-02 3'0" 7'0" 1 RH WD S. WELDING OF REINFORCING STEEL IS SPECIFICALLY PROHIBITED. 2. MORTAR N OR S. REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE ENGINEER 11 Basement Stair Main Ent D-02 2'B" 7'0" 1 LH WD B. ALL REINFORCING,EMBEDDED STEEL,INSERTS AND ALL OTHER EMBEDDED ITEMS APPROVAL. SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 3. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT HOLLOW LOAD BEARING 12 lEnUYE Cie IMaln Ent D-02 2'8" TO" 1 RH WD UNITS CONFORMING TO ASTM COO'HOLLOW LOAD-BEARING CONCRETE MASONRY 12. PROVIDE BITUMINOUS COATING ON STEEL SURFACES EXPOSED DIRECTLY TO SOIL 14 Main Ent Vanla� D-02 2'6" 7'0" 1 RH WD no dr 13 10. THE TOP OF ALL CONCRETE SURFACES SHALL BE TRUE AND LEVEL WITH A SMOOTH UNITS',TYPE I(MOISTURE-CONTROLLED),GRADE N. COMPRESSIVE STRENGTH OF 15 Main Entry Cloak Closet D-02 2'6" 7'0" 1 RH WD FLOAT FINISH,UNLESS OTHERWISE NOTED.FLOOR SLAB SHALL RECEIVE A STEEL MASONRY SHALL NOT BE LESS THAN 2000 PSI. 16 Dining Dumb Welter D-02 2'0" 7'0" 1 RH WD Coord DW TROWEL FINISH.ALL DIMENSIONS SHALL BE WITHIN+OR-118 INCH. 4. MASONRY GROUT SHALL CONFORM 10 ASTM 0478"GROUT FOR REINFORCED AND 17 CLS Library P 2 2'4' 7'0" 2 R&L WD 11. CONCRETE SLUMP SHALL NOT EXCEED 5 INCHES UNLESS SPECIFICALLY AUTHORIZED NONREINFORCED MASONRY". 18 CLS Ubr4 D-02 2'4" 7'0" 2 R&L WO BY THE ENGINEER.SLUMP SHALL BE DETERMINED IN ACCORDANCE WITH ASTM C143. STEEL 19 DiningLibrary D-02 2'8" TO" 1 RH WD 20 Pantry Cls Kithen D-02 2'B" T0" 1 RH WD 12. READY MM CONCRETE SMALL COMPLY WITH ACI 304 AND ASTM 684,WITH A MAXIMUM WATER CEMENT RATIO OF 0.50. TIME BETWEEN INTRODUCTION OF WATER AND 1. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE 21 CLS3 Klthen D-02 1 2'B" 7'0" 1 1 1 LH WD PLACEMENT OF CONCRETE SHALL NOT EXCEED 142 HOURS. AMERICAN INSTITUTE OF STEEL CONSTRUCTION"SPECIFICATION FOR STRUCTURAL 22 CLS2 Family D-02 4'8" VO" 2 L&R WD Trim w/23 STEEL BUILDINGS',LATEST EDITION. 23 ICLS 7 lFamlly P02 4'8" 7'0" 2 L&R WD Trim w/22 13. REMOVE ALL LOOSE MATERIAL AND DEBRIS FROM COMPACTED SUBGRADE SURFACE 2 STRUCTURAL AND MISCELLANEOU93TEEL SHALL CONFORM TO ASTM ASB 24 CLS 1 FamilyPO2 2'8" 7'0" 7 LH WD PRIOR TO PLACING CONCRETE. .STRUCTURAL STEEL',UNLESS OTHERWISE INDICATED. 25 Exterior Stair Landis P01 French 6'0" 6'10" 2 L&R Inswing WD PELLA 180'Hinges 14. DO NOT REMOVE FORMS,SHORES AND BRACING UNTIL CONCRETE HAS GAINED26 SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT,CONSTRUCTION LOADS,AND 3. ROUND AND SQUARE HOLLOW STRUCTURAL SECTIONS(HISS)SHALL CONFORM TO aster Exterior French 1 R ut9Wln L Hinges DESIGN LOADS WHICH ARE LIABLE TO BE IMPOSED UPON IT.VERIFY STRENGTH OF ASTM ASOO"COLD-FORMED WELDED&SEAMLESS CARBON STEEL STRUCTURAL 27 Master BR MB Bath Hall D-02 2'B" 7'0" 1 LH WD Or Stop Wall CONCRETE BY COMPRESSIVE TEST RESULTS. TUBING',GRADE B. 28 Closet MB Bath Hell D-02 3'O" 7'0" 2 L&R WD 15. THROUGHOUT CONSTRUCTION,THE CONCRETE WORK SHALL BE ADEQUATELY 4. FIELD CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE INDICATED. ALL BOLTED 29 MB Bath Hall Main Closet D-02 2'4" 7'0" 1 RH WD PROTECTED AGAINST DAMAGE DUE TO EXCESSIVE LOADING,CONSTRUCTION CONNECTIONS SHALL BE MADE WITH`:OT LESS THAN TWO(2)HIGH STRENGTH BOLTS. 30 MB Bath Hall Bath No P02 2'8" 7'0" 1 LH WD EQUIPMENT,MATERIALS OR METHODS,ICE,RAIN,SNOW,EXCESSIVE HEAT AND 31 Linen Cls Bath No D-02 1 2'0" TO" 2 1 L&R WD FREEZING. 32 Guest Room Bath No i D-02 2'8" 7'0" 1 LH WD i 33 Closet uest Rm D-02 " ' " & WD 34 Closet Guest Rm D-02 4'0" 7'0" 2 L&R WD ENERGY CODE NOTES 35 Closet Guest Rm D-02 3'0" 7'0" 2 LH WD 15. THE FOLLOWING INSULATION REQUIREMENTS ARE FOR ONE ORTWO FAMILY 19. FLOORS OVER UNCONDITIONED SPACES SHALL HAVE INSULATION WITH THE 36 Guest Room Guest Hell PO2 2'B" 7'O" 1 LH WD I. MINIMUM INFILTRATION RATES SHALL BE AS FOLLOWS: 8. VENTILATION SYSTEMS: DWELLINGS LESS THAN 6,000 SQUARE FEET IN GROSS FLOOR AREA,DO NOT EXCEED R-VALUE GIVEN IN TABLE 5-1.ALTERNATIVELY FOUNDATION WALLS ABOVE&BELOW 37 Guest Hall Main Closet PO2 2'4" TO" 1 LH WD WINDOWS .37armlfil DOORS .6 eaNeq.B. A SHUTOFF DAMPERS: THREE STORIES IN HEIGHT&HAVE A WALL GLAZING AREA THAT DOES NOT EXCEED GRADE SHALL HAVE AN R-VALUE NOT LESS THAN THE APPLICABLE VALUES GIVEN IN 38 Guest Hall Stairwell CO 3'6" 7'0" Coord Str (1) SUPPLY i EXHAUST MR INTAKES OUTLETS WI A CAPACITY OF LESS THAN 17%OF YHE GROSS WALL AREA. TABLE 6-2:PROVIDED HOWEVER THAT: 2. WEATHERSTRIPPING CAULKING&/OR SEALANT SHALL BE PROVIDED AT ALL EXTERIOR 1,000 crm SMALL BE EQUIPPED W/TIGHT SHUTOFF DAMPERS AT THE BUILDING TABLE 5-1 A. WHEN COMFORT CONDITIONING IS PROVIDED TO THE BASEMENT/CELLAR THE 39 Stairwell LIZ'S Hall D- 3'6" VO" JOINTS AT WINDOWS&DOORS,OPENINGS IN WALLS,ROOFS,CEILINGS&WALL ENVELOPE TO MINIMIZE AIR LEAKAGE. "R"VALUE OF INSULATION,GLAZING DOORS FOUNDATION WALLS ABOVE&BELOW GRADE SHALL BE INSULATED,AND 40 Stairwell taste D-02 3'0" 7'0" 1 LH WD 180' Hln es PANELS A,AT UTILITY SERVICE PROTECTORS.VAPOR BARRIER SHALL BE PROVIDED NON-ELECTRIC HEATING ELECTRIC HEATING 41 Stairwell Master BR D-02 2'B" 7'0" 1 LH WD WHERE INSULATION IS CAPABLE OF ABSORBING MOISTURE (2) SUPPLY&EXHAUST AIR INTAKES OUTLETS W/A CAPACITY OF 1,000 chin OR B. WHEN THE SPACE BELOW A FLOOR IS EXPOSED TO AMBIENT CONDITIONS THE 42 Master BR Both2 D-02F4-0" 7'0" 1 LH WD GREATER SHALL BE EQUIPPED W/DAMPERS WHICH SHALL HAVE A MINIMUM COMPONENT DEGREE DAYS DEGREE DAYS SPACE SHALL BE CONSIDERED TO BE UNCONDITIONED&THE FLOOR OVER THAT 3. OUTSIDE COMBUSTION AIR SHALL BE PROVIDED FOR FIREPLACES&SHALL HAVE A 20 LEAKAGE RATE OF 20 cilia PER SQUARE FOOT OF FACE AREA AT A 4-WATER 60004000 7000-9000 60066000 7000.8000 SPACE SHALL BE INSULATED. 43 Linen 2 Bath 2 D-02 7'0" 2 L&R WD ohm FLUE DAMPER OR NONCOMBUSTIBLE DOOR. GUAGE DIFFERENTIAL STATIC PRESSURE. EXTERIORWALL R-18 R-10 R-23 R-23 44 Liz's BR Bath 2 D-02 VO" 1 RH WD 4. HVAC COOLING CONTROL REQUIREMENTS ARE AS FOLLOWS: 20. SLAB EDGE INSULATION SHALL EXTEND FROM THE TOP OF SLAB TO EITHER:(3) COMMERCIAL KITCHEN RANGE HIX)O5,DUST COLLECTORS&LABORATORY ROOF/CEILING R-19 R-24 R-26 R33 45 N Closet Li2'S BR PO2 7'O" 1 LH WDA. AUTOMATIC ADJUSTING THERMOSTATS SHALL BE PROVIDED IN EACH DWELLING FUME HOODS,WHERE LIFE SAFETY CODES DO NOT PERMIT A DAMPER AT THE FLOOR R-19 R-19 R-19 R-24 A THE MINIMUM DEPTH AS SHOWN IN TABLE fi4 BELOW GRADE OR BELOW THE TOP 46 SCloset Llz's BR PO2TO" 1 RH WD UNIT&IN EACH SYSTEM WITH A REQUIRED RANGE AS FOLLOWS:HEATING& BUILDING ENVELOPE,ARE EXEMPT FROM THESE REQUIREMENTS. FOUNDATION WALL R-10 R-10 R-10 R-10 OF SLAB,WHICHEVER IS GREATER ORCOOLING 451189--B5de9-MINIMUM&SHALL BE CAPABLE OF PROVIDING A (SLAB EDGE R-10 R-10 R-10 R-10 B. FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE SLAB&THEN A HORIZONTAL 47 LIZ'S Bft Gara Hall PO2 T0" 1 LH WD B. CONTROL: 48 Dumb Walter Gara a Flush 7'0" 1 RH HM B UL Closer DFAOBAND OF NO LESS THAN 5de9-F BETWEEN FULL HEATING&COOLING. GLAZING R-1.7 R-1.7 R-2.6 R-26 DISTANCE AS SHOWN IN TABLE E2 BENEATH THE SLAB.(1) 9UPPLY&EXHAUST VENTILATION SYSTEMS WHICH ARE DESIGNED FOR (ENTRANCE DOORS R-2.5 R-2.5 R-2.5 R-2.5 SO Gare E Stairwell Flush T0" 2 R&L HMUL Closer B. SHUT OFF VALVES SHALL BE SUPPLIED FOR EACH ZONE&FLOOR. CONTINUOUS OPERATION SHALL BE EQUIPPED WI A CONTROL CAPABLE of 21. SKYLIGHTS IN THE BUILDINGS REGULATED BY THIS PART SHALL HAVE R-VALUES FORPROVIOINO AUTOMATIC SHUTOFF OR VOLUME REDUCTION WHEN THE NEED 15. THE INSULATION DEPTH REQUIREMENTS FOR FOUNDATIONS AREAS FOLLOWS; GLAZING IN TABLE 6-1 &SHALL BE NO MORE THAN ONE PERCENT OF THE TOTAL ROOF 51 Stairwell Stor4 aFlush TO' 2 R&L HM B UL Closer C. PROVIDEASWITCH,CLOCK OR MANUAL CONTROL SETBACK. FOR FULL AIR QUANrTY HAS BEEN REDUCED. AREA 52 Game Exterior Per Own8'0" Arch OH Dr S. MINIMUM PERFORMANCE REQUIREMENTS FOR HVAC EQUIPMENT ARE AS (2) SUPPLY a NUOUS OPER VENTILATION SYSTEMS WHICH ED WITH A INDEPENDENT FOR TABLE 5-2 22. COMPLIANCE MAY ALSO BE SHOWN THROUGH PART80F THE NEW YORK STATE 53 Garage Exterior Per Owner 10'0" 0'0" Arch OH Dr CONTINUOUS OPERATION SHALL BE EQUIPPED WITH AN INDEPENDENT FOUNDATION INSULATION DEPTH ENERGY CONSERVATION CONSTRUCTION CODE. FOLLOWS; ACCESSIBLE CONTROL FOR SHUTOFF WHEN VENTILATION IS NOT REQUIRED. DEGREE DAYS DEPTH BELOW DEGREE DAYS DEPTH BELOW OAS BOILER&(iA9 FURNACE]0%AFUE 9. DUCT SYSTEM; GRADE GRADE 23. IF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THESE NOTES ARE INTENDED OIL BOILER&OIL FURNACE E 70%A1E 24" 8,000 48" TO BE CHANGED BY THE CONTRACTOR THE ENGINEER SHALL BE NOTIFIED PRIOR TO HEATILER&OILFURA SPU%SYSTEM&SINGLE PACKAGE 47'2.8 COP AINSULATION W/A MINIMUM THICKNESS OF NO LESS THAN I"SHALL BE INSTALLED 5,000 24" THE CHANGE TO RECEIVE THE ENGINEER'S APPROVAL. COOLING 5.5 SEER ON ANY AIR SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. 6.000 e•�0 48" 24. THE CONTRACTOR SHALL SUPPLY TO THE ENGINEER CODE ENFORCEMENT CENTRAL AIR CONDITIONER 9.5 SEER B. ALL TRANSVERSE JOINTS ON SUPPLYAIR DUCTS LOCATED OUTSIDE OF A 7,000 CONDITIONED SPACE SHALL BE SEALED W/AHEOSIVES,SEALANTS,GASKETS,TAPE MANUFACTURERS ANUF CTU DOCUMENTS RELATING 70 THE PROPOSED CONSTRUCTION SUCH AS S. SPLIT SYSTEM&SINGLE PACKAGE SYSTEMS,OR A COMBINATION THEREOF. "FOR ELECTRIC HEATING THE INSULATION SHALL BE 84'DEEP FOR ALL DEGREE CODE ENFORCEMENT R EM CATALOG CUTS&SPECIFICATIONS WHEN REQUESTED BYTHE DAYS, CODE ENFORCEMENT OFFICIAL. A INSULATION W/A THICKNESS OF NO LESS THAN 1 12'SMALL BE INSTALLED ON 10. VENTILATION SYSTEMS: 17. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED 25. THERE PLANS HAVE BEEN PREPARED AND REVIEWED UNDER MV DIRECT SPACE. SUPPLY&EXHAUST AIR INTAKES SHALL BE EQUIPPED WITH TIGHT SHUTOFF OF ABSORBING OR TAKING UP i HOLDING MOISTURE SHALL BE PROTECTED BY A SUPERVISION&TO THE BEST OF MY KNOWLEDGE,BELIEF&PROFFESSIONAL B. INSULATION WIAMINIMUM THICKNESS OF NO LESS THAN 314'SHALL BE DAMPERS AT THE BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. VAPOR RETARDER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. JUDGEMENT SUCH PLANS&SPECIFICATIONS ARE IN COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. INSTALLED ON ANY WATER SERVICE DISTRIBUTION PIPING THAT IS GREATER THAN 11 MAXIMUM WATER FLOW OF LAVATORIES SHALL BE 39pm&SHOWERS SHALL BE 39Pm16. INSULATION SHALL BE INSTALLED A MANNER THAT PROVIDES CONTINUITY OF , 1 3/4". INSULATION AT PLATELI LINES,SILL LINES,BAND JOISTS i CORNERS. 7. WATER HEATERS SHALL WIVEA MINIMUM ENERGY FACTOR AS FOLLOWS: 12 ALL WINDOWS SHALL HAVE A'R'VALUE OF 1.7 OR GREATER. „ "" '- A. STORAGE:ELECTRIC.93-.0013v,GAS.82-.0019v,OIL.69-A019v 13. UNLESS OTHERWISE NOTED WINDOW SIZES ARE GENERAL DIMENSIONS, �v } \ TECTONIC ENGINEERING OWNER: DRWG: P �� Owen & Laurie Morrel Residence B. INSTANTANEOUS:GAS FIRED TE 75%,OIL FIRED CE 80% WINDOW MANUFACTURERS SPECIFICATIONS FOR ROUGH OPENING SIZES. yl��fG`I BHI71 0�,,��`p' CONSULTANTS P.C. 3945 Sound View Ave., PeCODIC, Town Of Southhald, NY 11958 Am14 C. SERVICE WATER HEATING SYSTEMS SHALL BE EQUIPPED WITH AUTOMATIC 14. DO NOT SCALE DRAWINGS-CONTRACTOR TO VERIFY ALL DIMENSIONS IF A j �� �" � 7EMPERTURE CONTROLS,CAPABLE OF ADJUSTMENT FROM THE LOWEST TO THE DISCREPANCY IS FOUND THE ENGINEER SHALL BE NOTIFIED. Q/ 0-41. P.o. Be. 37, ]o Pl•a•anl Hm Raaa (e4s) 334-5939 Drawing Title LL ' Mountainville.,NY 10953 W.O. 2741.01 Notes and General Information _ HIGHEST ACCEPTABLE TEMPERTURE SETTINGS FOR THE INTENDED USE. I � I� `:I LU (1) A SEPARATE SWITCH SHALL BE PROVIDED TO PERMIT TURNING OFF THE c COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS (COPYRIGHTED. UNAUTHORIZED Project LocaOon: ENERGY SUPPLIED TO ELECTRIC WATER HEATERS. w72yp1 a'zc=+•� /C? DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR ADDITIONS TO A PLAN Tax Parcel: 68.-1-16.1 Issue Date 08/23/00 (2) A SEPARATE VALVE SHALL BE PROVIDED TO PERMITTURNING OFF THE tHQ /k0 oda SIGNATURE AND AN ORIGINAL OF THE STAMP BEARING ' LICENSED IS ENGINEER'S OR ENERGY SUPPLIED TO THE MAIN BURNER OR BURNERS OF GAS&OILFIRED qOF' SSIO \, OR EMBOSSED SEAL E THE PROFESSIONAL SURVEYOR'S 9 SU DI I VIOLATION OF WATER HEATERS. °���°°°��� FSS ENGINEERAAND VA SURVEYOR SHALL NOT BE SECTION TE EDUCATION L 2 OF THE NEW CTEK Solutions Construction Managers 914-572-5496 Revision Date' '"^"+w.� CONSIDERED VALID COPIES YORK STATE EIOUCATION LAW. ?L 801 97'-6 3/4" r 3t0 03. Moisture Protection t0"T a a y. fn + 'r'!4/ Provide approved EPDM or Ice and Weathershelld membranes at; C)Crack Control: 1 All deck to wall conditions across North Elevation and al Front Portico ALTERNATE N0 . 1 ) F Add 4"Stone Veneer / \ ~ u10 /� 1)Provide 12"Diamond Isolations d slabs around all Interior columns. \ (extend to 24"above deck) General oundotion Notes: - __ y_ ____________________________� ___ __ __,( 2)Provltle l2"espheN Impregnated expansion Joint filler a< Wrap around all Deck _��k_- - b ---------"- -/ 2)All conditions where stone or concrete abutt woad/plyWd members / all basement slab to wall conditions. joint ALL framingmembers In contact with steel or concrete shall be pressure treated. 01. Commonalities In Structure: D2.. Concrete Edge Piers \� - -. �_.- - - -.—._.—.- -.—.—�—�- - - - ` / 3)Saw cutcontractionof crackcontrolJoncr to113. Sslab depth a) All concrete footings are 12"Deep A) Mixes: No Stone on Interior \ rte` \ b) All concrete wells have minimum reinforcement shown In Det S-1 1)All footings 3000 PBI @ 28 Days j \ ,. o °�°/ j within 24 hours of placement of concrete. See basement plan ALL wood posts(4 x 4 s)shall be pressure treated c) All exterior concrete wells are waterproofed per S-1 2)All Walls 4000 PSI L6!28 Days Piers under Deck for locations marked'CS" ALL deck and N dimension Lumber structural members shell be pressure treated d) All stone work c to walls atl per comments of S-1 3)All Blabs an Grade 4000 PSI @ 28 Days, 3-5%air entrained N/ Sun Deck end North Deck Boor/roof structures shell be pressure treated \ / a) All box bands are single or double 1314 x 117/8 LVLs not Rim B rds B) Placement r' — — _ _ _ — — _ — D) Reinforcement: 0 All bolts or lag fasteners exposed to elements shell be galvanized 1)Maximum Slump 4" Line a Deck r \— �ZZ///```�����y((( / 1)See Det S-1 for typical minimum reinforcing. Nomenclature: g) All hangers,end supports far TJI's,LVLs,end Posts shall be size 1 2) Place concrete so as not to cause separation of aggregate from matrix. Above \. `T �� \ Line of Deck 2)See Individual details for required relnforoing in additloln to 8-1 Requirements ASF=Above Sub Floor 3 Mlnimumty,Vibrate wall concrete to eliminate voids. 'i' r \ m ) 9 BL=Building Line=exterior face of studs, interior face of sheathing, maximum capacity of supported member. ) r' A / Above 3 Rebar shall be Grade 40 deformed reinforcing bars of sizes Indicated h All nails used toe I hangers arc to be supplied b hanger Mani 4)Provide Tongue and Groove pour stops where needed to divide the work r ��, 27.0„ q )� •�� 4)Slab reinforcement shall be 6"x 6"10/10 Welded Wire mesh. and face of concrete foundations except as noted otherwise apply g at y g Into ours or reasonable size suitable to crew size and capacity,or r \ / '��' I) All Posts shall bear on galvanized metal sesta that hold wood ab e P / r ro 5)Position Sleeves: and: provide mash le center of slab following TF=Top of Fooling elevation mason end have wind uplift resistance by bolting to foundatlo whenever the placement Is Interrupted for a period of time causing ;' r� \, / � E) Wall Sleeves: provitle well sleeves for the following penetretlons masonry, 11-6 5/8" � TS=Top of Stone Shelf elevation J) All steel beams shall be Standard W12x26 members a cold joint to occur, / r' \ / Electric Service,Generator Power Supply,Telecom Service, k) All Interior Columns supporting steel beams shall be Tube Steel 4 4 x 1/4 r r g, \ / (2)Water Supplies, Fuel Oil Supply, (2)Floor Dralns(shown), TW =Tap of Steal Beams, Bottom of PT Plate ' TW=Top of Well elevation (4)AC Compressor Lines,(1)Sanitary Sewer Line REF= Elevations relative to 0'-0"=Entry Sub Floor, ea \ all elevations on foundation plan are REF. (A d / � 16x319 - \' J en \ \ (// \ B,$" I �4 �'� \ -- \\ /fV. lftp, 12,_0„ Unheated GARAGE ITol Storage b °ry fOt? \\ lr,o g 10, I Well !?^ ?• s J 7t 31 10" FF 34'-11" Ref(-) 10'-7" ul } � [ o• a 5 S103,_0„ ae 1 4A 1108\• N.K m 5'-6 114" I I S= (-)1NA I 5'-6 11N, ^ \ h do 1W 2-4- --5" ,4„ „Seeve in Below 510 4.0110 / 12,-2” g,_2„ N I \ 516 /% TW= (- 3'-312" I, \\ o \\ /Y•'Iv, ' rn Wood Stair ste a N // i J 71/4" �\ \\ ,?t, (\"/•:/ Syst Above or ^e< b // i�— b b I ON \\ / 12x7x8 `4 I 8" 4 / \ � 7/?" ?-e�✓ Sll Big PL w/ fn n -4 \\ / � •�/ \\ / TF= (-)11,-0' TF= (•)11'-0" (2 314' 'A I J 'a n Mech \ \ / / / TS= 0 NA Ts= () NA ! . FD \ \ "� / , f0, TW=I-) 1'4" TW=(_) 1'4, N 1,$„ / r EgtaiP n i / i :iii \ �^ t , TF= (-)N'-0" / Basement Ventilation ':3i. , 0.7 \ T5= (-) NA Windows(6)Required 3 / . . \� 4 / \\\TW=O 2'-4" / as Selected and Located 1a,-0„ \ / / / e'• by Owner \ c : :::::• ::::: \ `\ FIrePB Chimney lire::';j ;�:':: . •�•� IN ? / \\ !, 1,A1 1 / 5 � ?" I\ I I / :.: '::• Mea He ar g16 4-� lY' 4 \ L.---- ---� No 5 @ 12" •J 7 7 P o / Unheated GARAGE 11' I \ ... . Off* FF 34'-11" Ref(-) 10'-7" .... s`K�Nr rn ---- / TF- (•)14'-0" TP= _ 11'3" W 4 TS= (-) 11'4" \ �••"•� R Matt Reber Zv / TSII(-) 3'•312" ` / J �•�.�k?6 / OC3, ?tg, / TW=(') 1'4" �. h. I / 3' �, r` )• , / "rP 6 r. . `. '. I No 5 @12„ 4 TYP This Wing 'L•6 TF= 1.)14'-0" \ 1$Qi•� OCEW I 'v ------ ---- � =TS NA 131 �.i• _.L. I. . _: .. j. ..'. .. __. i,".., ? A ---- 55 6 sped 6 0 3= (-) 11'4" 1A-1 1/�� i/. `,` :.:.: . I r.'.i I ..... .-. ... ?:1ro, 7pt5A4, / •0•S / / Ts- 1-11 V-4. \/ :•; 1 \ 2 =%,1',,41" 2 ,1 ,� 1 i./•TF= (-)12'-3" I Heated Stairwell . ... nheated Storag ` '�':4`T`r=(-) 2'4" BgPL 2-3 / // U e / \ \ I DN Post above FF ate Ref(-)10-1 I \—\` /�` / FF 35-T' Ref(-) 10'-1" 3to, / �•7 / AgePPocks \ � y 1 I ; : v 10 i� TP= (-)11'x° v — - 4 TW= (-)3'312" '+ Well 'o, \ \ 1 26•i•i V TSII=(-) 2'-312„ B"t Po ... .�.� / 7�� 8 / TYP This Wing ISteel ....; P.C. y� \ �• N•1 .� Haunch hoSlab our el A 1 ....: I 0 s �• TS= (-)14'4" / Sri \ f \ i .� I I ! 3'-11/2" ����``�/�..,,[[ 74„ �\ \ \ / � �.i' �.�� pour Pad. 22'-0" ..._ _..: � � — ,\/��L.o TV'7=l•) / ,mc OH Door /1 \ u'i• FD I r is ���ZFF / '� ~•�.W7?X 8 x B x 310, /P m Stone Arch \ \ � / �..� S2 I i § I �I Line Above h �. 2.314 ABs TF= (-) 11'•O° / ^S y i N I TF= (-)11'-0" I I & 9 'rP �.` •Q G '• I TS= (_) 3'4" I I .� \.. P TS= (-) NA 12 x 7 x110 — —J Two(-) 2,4„ \ TW=(-) 74" Sit Big PI N \ A Pocket Wall dS /� I TF= (-) 1'.0" / / \ \ a ,4 b, 2 TW= (-)2-3,2" TF= (-)11'-0" / 4'-0" TS= (-) 2'4" TW= (-)3'_31 eb N Sleeve" TF= (-)14'-0" _(� 74„ / to TW=(_) 1,4„ \\\ / /�. \ A! C-6 N m. r"for FD f \ TS= NA 6"Shell �+ OH Door �\ \\ Tv'/_(-)11'3" 6"Shell V-0„ Stone Arch \ TF= (_114'•0" �0n0 j / I 1'-W is N \ \ Line Above \ nv 1-111'4" S%09 / / / W S15 L�--- y---• o ----m 2'-6^ iS15 \\\ \ \\\\ \ / ,r ! 70 \ 0 - \ TF- (-)14'4Y' rl H \ \ 1 o' TS= (-) 4'4" / Stub Cols in Stone P- p-0" Paved Driveway b 56 \ 1\ IW=(-) 1'4" /// / b Veneer(Typiceq / rs= 013'4" Elev @ Aprons FG 34'-6" Ref(-) 11'-0" 1'-0 —Wall � \_ 6 Y b I 8"Shelf Controlled 6" Shell I TS= (-)1NA (✓ 6• �P Comer Post double stub Compacted I 3oco, TW=(-) 74" \\ columns at Base Fill to Deck 3 r Y I \ Projected Ledge 3 N for Steps to _ , 9�d" \\\ � — — / / 4ej�� rye\c+�g F ---__---} -Add 6x14"Step Grade Bm Above 9'-9" Btwn Cheek Wel 28'-21/4" 22'-0" 28'-2114" y 78'-4 5/8" \�oP NEW),'o , ENGINEERING OWNER. DRWG: TECTONICwen nd Laurie Morrel Residence 4 `1H II9N �`, , CONSULTANTS P.C.P.C. 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 P.O. Boa 37, 7o Pbo=ont HIII Road (845) 534-5959 Dravnng Title =0 Foundation Plan y'1}?i'� ILII Nountalmill=, NY 10933 W.O. 2741.01 1 ll: i COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS COPYRIGHTED. UNAUTHORIZED Protect Location: DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR ADDITIONS TO A PLAN Tax Parcel: 68.-1-15.1 Issue Date: 08/23/00 SIGNATURE AND AN OOR EMBOSSED SEAL OF GTHE LPROF PROFESOF THE SIONAL SURVEYOR'S BEARING ALSCEALS NSED IS ANNOLAWNOOF ROENGINEER/LAND SURVEYOR SHALL NOT BE SECTION 7209 SUBDIVISION 2 OF THE NEW CTEK Solutions a Construction Managers • 914-572-5496 Revision Date: CONSIDERED VALIG COPIES YORK STATE EDUCATION LAW Aytot 97'-6 314" n (2) LVL 11 7/8 rr/J Typical at Posts Nomenclature: 2x1 o PT beck Floor Joists @ 16(Ty' ASF=Above Sub Floor St eight and Angled Get Hangers s Required r BL= Building Line=exterior face of studs, interior face or sheathing, and feta of concrete foundations except as noted otherwise 1 06 TF=Top of Footing elevation S TS=Top of Stone Shelf elevation Line of Deck TSB=Top of Steel Beams, Bottom of PT Plate TW=Top of Well elevation o^b qa REF=Elevations relative to 0'-0"= Entry Sub Floor, t��a 22'-0" all elevations on foundation plan aro REF. Q'0 P6 0 �O ata Q) �TS �r 2x4 Mahogany 9 R�yA r0'� N ireatlon Transiti 4y e1�r (1) 117/8 LVL either side of 4x4 PT Posts - eo• All Perimeter - 2x4 PT Ledgers Btwn Joist for it k an sup R - �ro ts�� RR leV� Jaw ets ae m eck G w Hs0 LVL 13!4 11 a 10 Syn d"e0 Tpoc 'r Zy,1 dp119 Inve adT 'Han rs @ dAn 11rFMp1.J hLan .- ��H osis 5ua19 X Han 16 „LO w oars as R Jy/ LO 7 Ot N SJ1 0@�8 8' ,t�11 Joist Infill as required \ (3)LVL 117/8 Girder +r� An le TJI Han era LVL 1 314 x 11 718 Inve ed TJI Hangers LVL 117/8 Canlllevered Angl TJI nge Cone Hearth Sluct ty w y h I Flreplaces5tructureiiii;i;:;:; pdp'• &Chimney 4 (3)LVL / 11j6�1 J130ox`1 n Box Beam 3 x1\ Optictt \ V1C•p�atd Fb�t I , I I _________ \ I— --I F— -"--_--- -"- ---------- ---------- 1616 \ I' Cont/n0 TJ/ 0 I IL---------- -us p 1150k (2)LVL 117/8 4V9Va1jJle wwm 2)LVL 11718 r— — werBe f1 &2x4 PT box beam bIm set at Sub Is o file Jl Hang ra DBL 7.11 IL-- --- -- amC/na aP @1 p within wall framing b" C1,o100 / Block Solid & PenhartItgs L__ ___ ___ 56 under Post e & Peni ga I g/� T with VLM `-- --- --- Hen � f Past Down 1 m "Bel ny S1g v 22'- 0c y .c TJI 350x 11718@1 NtA, 16�OH (1)LVL117/8 y� A N �0 0( 1 8 on Plate 350 v 5,11 �1e1 4 LVL Box Bend a Stub Cole in Stone Typ 1st Floor b'ap b, 6 S15 Veneer(Typical) in leau of Rim Ed $ 9 2"5q, Controlled w oc fry/s Compacted Fill to Cone Deck 3d"0 30,0, s Co Controlled Compacted (2)LVL 117/8 r/J b 55 Fill to Conc Deck &20 PT box beam blm set at Sub Flr 60" within wall framing Comer Post double stub columns at Base r r 28'-21/4" y 22'-0" 28-2114" yv- pF NUw . ENGINEERING OWNER: Owen & Laurie Morrel Residence DRWG. TECTONIC CONSULTANTS P.C. 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 k .I P.C. aax 37, 70 PI•a•ant Hill Roatl (e45) 534-5939 g Drawin Title r, 'p'C ,"! I Iii Mounlalnvlll•, NY 10953 W.O. 2741.01 1st Floor Framing rir �0'i )Y 1I' y — COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS COPYRIGHTED. UNAUTHORIZED DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR ADDITIONS TO A PLAN PmleclLocenon' Tax Parcel: 68.-1-15.1 Issue Date: 08/23/00 <D AX >07 SIGNATURE AND AN ORIGINAL OF THE STAMP BEARING A LICENSED ENGINEER'S OR �OFESsto''�' ;. JOR EMBOSSED SEAL OF OF ENGINEER/LAND SURVEYOR ESHALL PROFESSIONAL BE SURVEYOR'S SECTION7209 ESUIBDIMSION 2AL IS A TOFNTHE NEW CONSIDERED VALID COPIES YORK STATE EDUCATION LAW. CTEK Solutions Construction Managers 914-572-5496 Revision Date: � 6�6q Deck&Rail Ali Below m Box Facie&5= 11 7IB LVL Perimeter(Typ) MetU Rake Detail(TyP) (2)11"LVL Hlp High(TYP) (2) 11"LVL Horizontal al t W A add decorative truss work bhvn fir wrap 2x10 PT Covered Deck Rafters N Spaced 18"oc,elope to 34"below �— 2nd Fir Deck Reil(m 5:12 Slope) r. Bead Board Calling at underside of sloping rafters (2)LVL 11718 Haader lc Poet 0.(Ty') 2x1 I PT Joist iB Slope to Drains / 3/4^PIyWd Decking,EPDM Membrane ` i aha onY 9uck ends \ (2)LVL 11718 E Girder Flush m i Line of Facts 3 I � I � I m I n LVL 11718 I (2)LVL 11718 Header (3)LVL 11718 (2)LVL 117/8 Header _ Post Down Flush Poet Dain Post Oown _ — -- -+• --1P � x —�• — (3)LVL 11 7/8 m Flush Girder PoeHoO M (3)LVL 117/8 Headed Post Down Joist Inflit as A,1a®'16 1 ~ both sides off required hearth ^\ __7 (3) [l2 i' k (3)LVL 117/8 Girder r. I An le TJI Han ars s1 r / 3 LVL 117/8 Flus ' ''' , O Put on Cen8leverod (2)LVL 117/8 gle JI He gen to sleet Bm Cone Hearth Struct / X' // post domler comers f 24" 1 iV' l TJf down to \ \ FiAroEa Jr-1811 3. X77)/8 \\\~ "Rea ter�mbrebuctoure. '/'� ::4y �O.1 \ 7 sot a ,\(°Illmney!. ' -A. (3 / 118 „ala L �L ad1`e1 \ :•�". �?`f. __ OPO F/ty °versit" l pool° ------- eF/r --"of / rdTJ/a \\ 1 ,11aQ°ft \ Poet \ 110 0N°7 LVL Gap\e1 ^ b \ \ 1urmn !T LVL \ n IL 0'..J\3 90 >; 117/8 /\ Fireplace Masonry to \ )\ t \ 11 7/8 Ceiling Below Op11°O _ vaq HeaYd ...coordinate Sp / 0. / �(Zler \\\ Linetd ne Balcony 1', 1' I \\ evelio sen Iremi g yen9erg aa7) � l h� l \ to eel No IM r \\ - Coordinate ----- ----- / // .0 Stair work. y1 // Cenr�e� f)SX 4 (2)LVL 117/8 ` L---[----- Topf/ Flush r,�___ te 11)7 — (3)LVL / m \\ P \ \ Poe I ah8erg 7 )/8 11 7I8 Header R / ry \ \ \\ J TJI 350 x 11 /8(d 18 a8 15 Post Down plus fur down to ceiling height * `f \ e9°ryed (3)LVL m (3)LVL 117/8 \ :2112^ Girder for Load horn Dormer LVL: Q \ 2 x lel 18 LVL 11718 Header \ 1 t P JoSlope to Edges u ) Po poet Down \ (2)LVL 11 7l8 Header I 3/4"PIyWtl Decking,EPDM PDM Membrane \\ Post Down I Mi h gony Duck card i +§ I B:Oe \ \ (2)LVL 117/8 \ F Girder(Above LVL 117/8 ` N Decor Arch Perimeter \ o� Stone Line \\ Below ` \ ___________ Edge Dec Bluestone TECTONIC ENGINEERING OWNER DRWG: Owen & Laurie Morrel Residence COIWSULTANTS P.C. 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 ( P.O. Boa 37, 70 Pteaaant HIII Road (845) 534-5959 Drawing Title F ®® 3 r' -c Mauntol^vel•, NY 10953 W.O. 2741.01 2nd Floor Framing 1pl,r 1 COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS COPYRIGHTED. UNAUTHORIZED protect Location: DOCUMENT NATHOUT A FACSIMILE OF THE ALTERATION OR ADDITIONS TO A PLAN Tax Parcel: 68:1-15.1 Issue Dale: 0$123100 SIGNATURE AND AN ORIGINAL OF THE STAMP BEARING A LICENSED ENGINEER'S OR �J 'Lr:'� OR EMBOSSED SEAL OF THE PROFESSIONAL SURVEYOR'S SEAL IS A VIOLATION OF 0/6 \ ENGINEER AND SURVEYOR SHALL NOT BE SECTION 7209 SUBDIVISION 2 OF THE NEW 9cTES1E CTEK Solutions Construction Managers 914-572-5496 . e 9 e Revision Date: SCONSIDERED VALID COPIES YORK STATE EDUCATION LAW �686q Edge Framing High @ Rake 2x10 OF Low C Water Table Eave(2)LVL 117/8 1 F- // I m 9 ------------------ 00 VO N C p / n m Y1 \ / a > / ' V C t Cn. .11IN dTmY TJI 35016 0 16 (gi 11'Tray Hgl Ile \ \\ Frame Tray Ceiling In and below ceiling 4, \ see Cross Section T/ amore• ''' ,-'�(\ \\ \�\ I i ,''// / :jyl_• .•.l �� ire i r ��.� III \8 \ / Frame Trey CeilingIn and \be \\ g1e,e structure roof \\ \ tia // ? 2P, y.-r+'•.'�.. // / / / \ \ Frame Tray 1.of-hey \\ r — — °§ fil: 24" Fip 11 / r Calling in and \ \ \ \ Celli ,q \ \ / �\ / i•: : !.': // / / below Calling \ \ \ \ \ \ (1)LVL J i \.f _ _ '•.'•4!,: // / / aructur l / lI `�7 1 Strad Ridg IC_--- r r Tj 350 16 _i --------- i rr r y�r6 i i 1J�60j��H0t ---------- j iii G faa°FB�� \7i i it \ \ \ \ \ ------------i o, min l \ \ \ Oa0o9 P� (� \\\\ Har Frame Tray Ceiling In and below ceiling see Cross Section -------------------------------------- TI — �l arca/r l l l Edge Framing `J \ High C Rake 200 OF Low Q Water Table(2)LVL 11718 OWNER: DRWG: ENGINEERING Owen & Laurie Morrel Residence `'fz;\';ry TECTONIC/ ON/V CONSULTANTS P.C. 3945 Sound View Ave., Peconic, Town of Southhold, NY 11958 P.O. Be. 37, 70 Places Hill Road (845) 4-5959 53Drawing Title �LiMeuntel..Ill., NY 10953 W.O. 27,,.5, Attic Framing COPIES FROM THEAL OF THIS THIS PLAN IS COPYRIGHTED. UNAUTHORIZED Project Location: � d � DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR AODIRONS TO A PLAN Tax Parcel: 68.-1-15.1 Issue Date 08/23/00 I 07�\b A F SIGNATURE AND AN ORIGINAL OF THE STAMP BEARING A LICENSED ENGINEER'S OR pO�ESSI���� OR EMBOSSED SEAL OF THE PROFESSIONAL SURVEYOR'S SEAL IS A VIOLATION OF ENGINEERAAND SURVEYOR SHALL NOT BE SECTION 7209 SUBDIVISION 2 OF THE NEW CTEK Solutions • Construction Managers • 914-572-5496 Revision Date: CONSIDERED VALID COPIES YORK STATE EDUCATION LAW. aL86q I�, Edge Framing High C Rake 2x10 DF i _____ O ZP m ° ^' Bi a > b S+_ •� i 550 t a a a Ny `NN m m m (2) LVL 9.25 Flush ' jrr r�arfer f00F VIN o r5.�f o Jane sCB?caurn�. 16 Provide Dut \0 \8 D E���`� 24° a `.�::: Ifo WY Y Rata - .i'•°':"l �. n acts OF ,'i�' Provlda , structural Pa 18" / .r ,, heavy Duty .$' " connections \d9 dB 21„ � ~�`O; -� structural J¢\\e9 �i at all LVL wnnectlons to VLlelms a `s Fa? 2q^ Y : '�;, \ at all LVL upl ( LVL LVLJolnts �a (4)LVL9.25 Girder _ in Plain of roof 14 S ru lVRid � V L 9.25 wilhln 2x10 Names m Cri ke! ! (4)in e In or order ` Comer Post within 0 frame fL i ` Down to Girder v- f ffi _ � /Comer Post 1 \0��111 r/ cZ' Down to Girder t Provide \g OF 6 �\ �. E _ I B\\aj ?kf0 Nit heavy Duty 2X ��1 \ '� Ra,? loop / J Rasa OF structural pafta ¢ r_ _ ________i "?a,? loop f 1 / ® 1g\� up @j 6 wnnectiona - B \ N \ 1y M e m 1 • � �� m et eII LVL ra to LVLjoints --- LLa to Provide "11� m N O49 heavy Duty E+ structural 4• connectionsRe '.1 • �` at all VIL R to LVLZxr1O a� e Comer Post Down to Girders \\ a \ -"C Ledgers(Watar Table) O� \ High Q Rafters I Joists(W ter Table) L (@ s mt I I LJ &'9 - High Q Rafters L S IOt `-,(! Comer r Post Down to Girder (4)LVL 9.25 Girder 4 Edge Framing in plain of roof O LVL 9.25 Girder within 2x10 f High e rams in plain W roof g ® R Rake 2x10 OF ., within 2x10 frame Low®Water Table(2)LVL 117/8 '���--- TECTONIC ENGINEERING OWNER: DRWG: TE r 0� i''nf''•'L ` :` e I v CONSULTANTS P.C. Owen & Laurie Morrel Residence h05Sound View Ave., Peconic, Town of Southhold, NY 11958 P.O. Bow 37, 70 Pb••ent Hill R••tl (sae) 5]4-5958 Drawing Tole ml 7 �¢�'` br. Mountalnvlll•, NY ,585] W.O. 2741.01 Roof Framing ,, , 'r f,�;?/, COPIES FROM THE ORIGINAL OF THIS THIS PLAN IS COPYRIGHTED. UNAUTHORIZED DOCUMENT WITHOUT A FACSIMILE OF THE ALTERATION OR AODITONS TO A PLAN Project Location: Tax Parcel: 68.-1-15.1 Issue Date. Q$/Q31QQ dA�0 070A OR OREMBO SED SEAL OFATURE AND AN IGTHELPROFESSIONAOF THE MP SURVEYOR'SBEARING A LISEAL ES ANNOLATIONOR COF i"ESSION >+ ENGINEERAAND SURVEYOR SHALL NOT BE YORK 720 EOU BDIIANIONA 2 OF THE NEW W. CTEK Solutions • Construction Managers • 914-572-5496 Revision Date: e CONSIDERED VAUD COPIES so e ------------------------------- ----- Covered Deck Top Deck Boards: 44'-1"Ref(-)1'-5" ` Ceiling: Fir Bead Board on Rafter Slope ` Conned Cola to Walls with exposed horiz 2x109(2)Per Col ` 0 t 0 4P O t i 4, 12"Book Ceeee b 9111 j I NI ehaA LI Raam I I I c 9 Living oom j 810 Sub Floor.44'-0"Ref(-11'-D" Calling Het 1 'A"ASFO I -- G Open Deck I Top Deck Boards: 44'-1" Ref(-)1' 5" i e I rx0 DN30 r 1 A Venk•I Met SMr PIelPorme 1 o+jeF 57rY' 21._1" 5 l2" M 1 EO / • F, built an top N dkkkq I iz14 L 1 0 1 .�, A I B DN 10 ■ I O Oj I ■ ,• 'Finish p I E F 9 9 dNO� 1� 05 19 jI 4 :4r eese 6 it Open Deck A g " " \ , r I •� A. / Top Deck Boards: 44'-1"Re!(-)1'-5" wlNoow pooCb t A j \ IIb i 4�¢ .:�Ilk i`:!*.. b i' FO +✓ r:: it SD i n i n g . 'A pam,mto,wr Sub Floor.45`4r 0'-0 45'-0"R " mooryOi eyefem �� �,� 24• �i+, rip i'.T'r^/• •.•.•.:. ,e Dom 22929"to be b1mmed n• � Calling HOt ,a-ID"ASF \ 2A"JS" A single sooty. Spec between toad I1 Ae 4 N ':;: 4:N'�n:` r;.5::•J:::: .:: : ::::: •verloel 5r trim board. Common A, tl,a head erring ebovs both openintic R eA" ,Art ' Family \ gtfDN rAtr � �' r4Mj errs Sub Floor.,W4r RN a-a' +Iq 1e 20e on 1, 1tr '1 Ftr•Blodt �S ¢ / C1,g, 23 CNllnO HDL•1a-0"ASF _.o o.. �, n I � wIFN�eee011rrq ♦ ,,� A •¢ \ �K Wyk kNDI.tIDm Studio Storage +117.3 StuIII io h %A zinc \ to a T; I � tAuawmrn '•'•e.. Sub Floor:441-W Rolf(-),'°" 7 a +T 3N �•�' q d ,,6 ;, Cloak Closet �v ` work. Coiling Hpl' 11' 0"A9F a� 22 t,A � '` a Art Ar a_ Ap i/ b Sib �� '& :�: "t 20 ', L i b r a r y awaxstimm I ,tra 2 5 M R 31Ws _ &-a ® — — a .mow �� ? oe ry. Bath D are10 ff" 4 \ i WD Main Entry ® ::• i : IV IZ I t C h`e ~ +� VIA- \ Uk +' 1e I F Sub Floor.45'.r RN 0'4r 5� Cos uddeW45'-e"RdU-Cr !f`, \ v 4 anity "jF a i r HCL'm,0" Q Lt a \��y tl,,,6' " ZX \ S b L 2_ 11 TILE * w rD I \ 3 meq, y \ FLR FLR 815 / Stud o s rFlnlen Covered Entry rp E p 3p TOP 9lone:43'-11 ,ro" } ❑ :. . ...... . .................. . .................. ...... ..................................... - Ref(-),'-e 7/r 0 Doom N I ..... .......... 1 / i = N • CNN HDL' W4M ® 6¢ D 4e it Portico - ao• Tap Ste■:HIS dIV4r Ral()rHP0Door y Calling Het:AA■dmhe V %Asww Deck, r ^r 1 IFbI Ne 1a•asteP 11'-0"Found WN I ` \ ENGINEEMW ovmER: Owen & Laurie Morrel Residence DRN1O TECTONIC CONSULTANTS P.C. 3945 Sound View Ave., Peconlc,Town of Soulhhold, NY 11958 A-06 a' a, Dowing T■. MW W 70 IMU "" "" `"" �'-°'" First Floor Plan la(r� �1�{'r�.,�• it m n.em.x�e., ur ,au w.o. 2741.01 OOPIES F■DI iNE OISOINAL OF TSS THIS RMI O OOIh'MO17LD. UNAUTHOMZEO ppLoatlon: c0 •<!c) ,Lei �� OOIIIIIICNT TNiNtxITA FACSOU OF THE ALTERATION 1011 ADDITIONS TTI A PUN Tax Parcel: 88r1-15.1 Issue DOW. 08/23/00 ■OI/ATR1E AND AN O■■NAL OF THE STAMP SEAMNC A WCENSED ENDONIM OR 011 fM■kllM SEM. OF THE PROFESSIONAL SURWYNS SEAL 1S A MO.ATION OF S1saAEE■A.AND 1><N1vEraR STALL NOT BE :cna 720■ ■IeaMslaN 2 OF THE NEW CTEK Solutions • Construction Managers • 914-572-5498 Revision Orme: ' COM VALID COPIE! YORK STATE EDUCATION LAW. 4 Covered Deck Roof Below 1 35•lone were a cep Raft ' I o- I MB Deck See Sun Deck for Nan r----- -- - ----------------=---- -----� FD 1 QO 'O 30 30 FO� 411 \ --------------� LAYovT IZACVISEDoN "ISACEA. ' Open PBelow of i ---- —� i eNgnMW fr NOG*"Ke To ST¢ucq v¢ti-�p�.w Cabo I 41,-0• l 7d F7r NMiW }I o Master Bedroom ' d `"' Sub Flow.er-0SrRat IV-0Olr sa '(,' k I Hpt ABF V-0'�eeN f1'-0'�tey lO eo 1� i. Open Deck Below is ��( Uerae• � ;�� � ,�±�`r, C ' \\ Vt I /'i� ♦ 10 61fr w.keM��w" wu°wr\\\ I .010iLZ { '• !'p�fk'' 1C ; IL ab \ ek�',e°keT"r--•\ Bath 2 b e2 I : ;\ s!' iii: 24• t~ '—��`� \ \ - ,e 1Tt \ \ \ _ )' i:i:'.::i•[:ii":iii:; . . �!;.;• 1z Closet \ \O 0 Closet i/ / \\ " zA : Bath Room l \ \ \ \ \ \\\ A 21 otl Fl 'U R 1 �'�, Sub Floor.W41 ff 'Rd 1T-05V / d \ \ \ 4 e� \ \\ r'Z Ehe Pill ��, ° N apt, 5r ('weep Not ASF I4"IQ wd111'-0"O try Liz ' sLL Bedroom O :TraTN^ \ \ \\ \\ Sub Fbw..Sea W Rd 11'-0515" �(') \ ceNg Hgt ASF W4r•wd 1r•o-O Tr.T\ G u e s t Bedroom \ \ N "+ • sub Floor:5e'-05J5"Ref 1T-0515" \ \ \ a \ \ \ a 0 F calling Hot ASF 0`0 (No TrW) \V A\\V A \ \\ 39 p — 3e % ,i 3 / \\ \\\\ b` \ \\ \\ 47 � i \\ \ \ \ a \\\\ \ O \\ 4 " h / \ s-0aR / " � so 3.e i /f / \ \ \ Closet \ 'wrrrwa I I Closet \ \ \\ dE�(r In = Sun Deck \ Top Duck Bond:HP 7-D' \ Ref(-)?r HP O Door / Doig HgL Solea Red m EPDM Wdwpodit Mernbron upwills m w f a i F a SY 0 rZ r N QREVISED RIGHT WING LAYOUT Qf}S-\3VILT Cc,1CLrtO"-S £ ORM:Owen & Laurie Morrel ResidenceTCCT/ rI/ COMXrAMM P.C. 3945 Sound View Ave., Peconle,Town of Southhokl, W 11955 A-07 < e $' ��., �� P.o. r„ 30. M PlemwM He Aeee grµ) �.. Di"N TSN F� �` ���r � ° � �, ,..� W.D. =,,,A, Second Floor Plan ih nr i" aPE3 FROM RE ORIGINAL of THIS THIS FLAN 8 ogFT laTm uNAUTIwDuo PM11dLenew.. m 2 DOCUMENT 111"OUT A FACSIMILE OF THE ALTERATION ON TDNc 70A PLAIT Tex Parcel: 88:1-15.1 Ndnod.: 08/23/00 a•— "„�,2�r�' try IMMATURE AND AN ONOKAL OF THE STAMP DEAWC A LICENSED ENGINEER`$ OR OR DEAL tilRa�Tai SH a CTIK PROFESSION& �ia 111 SUMWAL o.IAM 2 OFF nMCLATICIN c NEW CTEKSolutlons • Construction Managers • 914-872.,495 Re-1010 4 �OFESSI°� VAL ODPES TORR STATE EDUCATION TAW. n r ��N 6k a. �y 9T-0 3/4" 10"T 4 a- atO, 03. Moisture Protection �9'tj Provide approved EPDM or lee and WeadmK"Ild membranes at; ALTERNATE NO . 1 C)Crack Control. 11)All deck to wall conditions across NOM Elevation and at Front Portico c. ti �� A �osT 1)Provide 12"Dinnond Isoladcru In slabs around all Interior columns. extend to 24"abovedock) General Foundation Notes: Add 4"Sone Veneer / ~ v __,,b _ _ _. _ 2)Provide t/2"asphalt Impregnated expansion Joint filler at Wrap elound all Deck —�kk-- �------ to - �' 0-yr) 2)All conditions where stone or oonaMe obuO wood/p"members all bawat slab to wall conditions. 01. Commonalities In footings are OT. Concrete Edge Piers \r' _. — —.— ----- — — — — — — — — /— 3)Saw cut contraction crack control joints to 11A slab depth ALL framiwood p members In earlobe preith steel tare t rdextconcrete Mall los pressure haled. a) All concrete footings aro 12'Deep A) Mhroe: No Stone on Interior \ �\� 40 • , within 24 hours d placement d concrete. Sea basement plan ALL wood posh(4 x 4 s)shall be pnaNas treated III All concrete walls have minimum reinforcement sham In DM S1 1)NI footings 3000 PSI a 28 Days Plen under Deck / \. r § Nr forkheatbns �»C3, ALL deck dimension lumber structural members shall be pressure beaded C) All exterior concrete walls aro waterproofed per 8-1 2)All Walls 4000 PSI a 28 Days ;' \ h / j \ Sun Deck and Nod Dock Boorhoof structures shall be pmsuwe belled d) All stone work to be Installed per comments d S-1 3)All Slabs an Grade 4000 PSI a 28 Days,3.516 air entrained � \ e) All box bands aro single or double 13/4 x 11718 LVLs not Rim So ards B) Placement: D) Reinforcement: I) All bofis or lag fasteners exposed to elements shall be galvanized 1)Maximum Slump 4" Line of Deck — — -- -- -- — — — — — — \ ,)See Del St for typical ml0lmum rolndcroing. Nomenclature: g) All hangers,and supports for TJI's,LVLs,and Poste shall be sizac to 2)Piece concrete so as not to cause separation of aggregate from matrix. Above w' \ Line of Dark 2)See Individual details for required reinforcing In addfiloln to 8-1 Requirements ASF-Above Sub Floor maximum capacity of supported member. 3)Mlnimumly Vibrate wall concrete to eliminate voids. Vr4 ^ �Y\ ¢ .\ Above 3)Rebar shall be Grade 40 deformed reinforcing ban of sizes Indicted BL• Building Line•exterior face of studs, Interior face Of sheathing, 4)Provide Tongue and Groove pour stops where needed to divide the work \. 's 4)Slab relnforooment shell be S"x S"10/,0 Welded WIre mesh. h) All nolle used to apply hangers aro to be supplied by hanger Mani / TT, \ 2r-0" j \, ,��, \ and face d concreb foundations except a noted otherwise I) All Posts shall bear on galvanized metal seals that hold wood a Into pours of reasonable size suitable to crew size and Capeely,or za \ \ 5)Pcaiean and maintain mesh al center d slab depM. TF•Top d Footing elevation masonry,and have wind uplift resistance by boiling to foundatio whenever me placement ie Interupted for a period d time causing �' \ / )) All steel beams shall be Standard W12x28 members a cold Joint to occur. / 11'8 5/8" \ \ E) Wall Sleeves: provide well sleeves nor the Telecom Service, ons TS•Top d Stone Shen a,elevation Bottom k) All Interior Columns supporting steel beams shall be Tube Steel 4 4 x il4 \ (2)ctricWater Service,Generates Power Supply,Teiecom Sshown TW •Top d all Beams, BMfom d PT Plate � �, \ / \ `. (2)Water 3upplles,Fuel Oil Supply,(2)Floor Drains(shown), of elevation (4)AC Compressor Lines,(1)Smeary Seger Line REF•ElEbwtlans relative to O'-0"w EMry Sub Floor, all elevations on foundation plan aro REF. r+y \ 1,x6neeK?bsT N- �/ 1 11to 1 T Unheated GARAGE I TO ,r o" !� K ,z' o" Storage Dry To:?Til. �J 1j:f0 veep b to" FF 34'-11 Ref(-) 10'-7" 10" I 1 !4 } 110, ��• "le .=�?,� lot 610 A S10 3-0" °° F m 3 0" p / AA 1I�0� S1f 0 5'-0 1/4" I TS• f)iNA I TW•(-) 2'-0" I "Sleeve \\ 1?COr fop Slab 4� 1dpr Bl 1 — 72'-2, Beim / Y TW- (• 3'3,17' I \\ ♦ / \\ .\. Ei Wood Stair se, s; N // J. J 71/4" / \ \\ ?: (\ / Syst Above SC b // i b I I DN b .\\ \ 1 T f4?' St! PL wl 9'•0• e" �7 § 8 4 �•\ / b �� \\\ / TF- (•)IV-O* TF- I•) Pa)dk31t1W I l ~ / fi Mech / TS• (-) NA Ta. (-) I k.-((_-FID \ TW.(-) V-#, Tvv.(.) ,u" R / r Equip 1,-0» / I.1 t N / ':i: \ •B' At / \ TF- (•)11'-0' \ Basement ventilation 3 iI , \ fo:1 „ \ TS• NA 4 b w �� �/ wlndowe(6)Rewires I a / � ;,;;;; L\ / \\TW•1.) 74- ilk, .4" 3 u Selected and Located \ 4,-0, •:•:•:•:•: / \ / / 13 sSxx.� by Owner tP /'� i;:':':';�'';'';':Eiifpi:E;i;i :i i is 1 \ ',`f3•'1DF 0. �' ,'•0' b .•:.:Firopieoea 3irockrn / \ /�*° 7� \ —�'-y}�-��---I &Chimney :' •0'.::':;.• •�,�• `W1`x 8= �� / I , I 1 I / �• Matt e1e Rd T� \. L---- ----' Nosa+2" / ���� Unheated GARAGE oSEw T O, , 1? s, FF 34'-11" Ref 010'-7" ayaW www rn ....: ... . .... ............ ... ..... ... . qty / e• /TF. (-)173" /tt TF. (•)74.0^ / TP- (-)++'3" / �.i •�•� k'r? / / / •' TW=(•) +'-0" i-'�.', .., Mem Reber iiia::;:;:;:; , Tae q•) 3'3,/2" § \ No 5OCEW 12" I §. / TYp Thie Wing TS- NA 3IA .ffi• /gyp :, _....... I I :. . ..:... .... 55 B.$Ykdt TW=(.),1'3" 1R' f. . .... -- �— i .•."• :i1. = 1O� l 1L0» �� : (_)1,' \ \ 1.7 x� ;`s= i>; � ' \ \ i .............. i .. ........... . . . ��• / Unheated Storage w.ii r �. �� / �. ax8x,rr \ TW- -.1 V4' g7 \ �\ / FF 35'-7" Ref O IV-V" � j �•� l Brg PL 23/4 \ \ \ A x,JC!' 4 ` TF. (-)1r3" I DNI Heated Stairwell _. ��C r, ; 3�• 7 / ABU,Wall P -'I r TW- (•13'3+0 watt a \ \ ,!. 7k26•��' ✓�� TSB=(-) 73,/1^ I e"t Posthanabove Br FF 36-7- Ref -),0'-1" ... / / �.i i / %. TYP This Wing SkwN�:tiffs level 2r-0" ............ ..II. 1` / 7 .. TF• (-)1 r-0" se \ \ \ �• X12 S I Hmxmh SWb our m t'...'' 13'-, 1/2" �" ! / b TIN 7-C N 7-0" \ OHDwr /`�'`�, Stone Arch ) \ \ \ \ / / %'� / FD 32 i .., I P I ..; I < �; `�/'� �11Yx?e eO Big PL &�. Icrra M , Line Above • I I .� I TF- (•1 IV-O' I I ¢ ~``�4ABs TF- LineTS / S i' N 1p1p qx 7 PI 10 I 1 TW•(-) 7-S, I I `• \ \w " TW•O TS- V411 r-4"/ / TW=el()23,0 TF= (•I it'-0" R // I 4'-0" i TS- ('I 7-0" TW- (•)3'31 S Y TF• I-)14•-O" TS• (-) 2'4" b, / TW=!-) il-C r`for FD \ TS- NA TW=(') +.,4„ at e"Shea \\ T:L' OH Door \\ Shea TF• (•)+4'47' t19 / 1'-0" T• �v �7\ Slone Arh \ \ o� / / Y-0" 1315 Llneabow 6 TF- () 9 * // / // 9 315 2-0" -----Y -- \ TF. \ '- TS= (•) 4'4" *l / i3 l_---- — N Stole Cols In Stone \\ / (•)'H'4r Paved Driveway sit \ \ TW=(-) ,'•4" // / " -------- -- b Vanesr(Typinl) / 7g. (-) 3.4• Elev(�Aprons FG 34'-5" Ref(-) 11'-0" 2 K / / I / 31 r , a 6 >r/ a I e•Shore 8"Shen Controlled TF• (•)11,-0 I A. Comer Post double stub Compacted I 30 p, Tan () » �o columns at Base ry FIII to Deck J P Iroeci Ledge p for Steps h� \ \ 10 \\\ — —— ,4•sap dace em Above. g'-g^Btwn Chak WN 11'-0" 2a'-2 1/4" 22'-g" 2e'-2 1/4" HL- TECTONIC ENONEEROW DyntER: Owen & Laurie Morrel Residence °RWOi CONSULTANTS P.C. 3945 Sound View Ave., Peconic,Town of Southhold, NY 11958 O v P.O. sex 37, 70 Pk os t Hak Mese (w) 334-sae ung Tills Y•untwrmn•• M' Ios" W.O. 2741.01 Foundation Plan lYtl -/''-I � I Es NT V HO ORIGINAL OF THIS THIS ALTERATION Is COP ADDITIONS UNAUTHORIZED IB2E0 � BENT M17NWT A FACSIMILE OF THE ALTERATION dl ADDITIONS TO A PLAN Pro)sc Location: Tax Parcel: 809.-1-15.1 Issue Date: 08/23/00 'Y P cATtME AID AN OMOINAL OF THE STAMP KARING A LICEfUEO ENGINEER'S 011 NU.;_0701"� OR EMaOUM SEAL OF THE PRWESSMAL SURVEY01!'S SEAL IS A NOLATION OF PMKMAAND KOVEYM SHALL NOT BE SECTION 7209 X MS10N 2 OF THE NEw CTEK Solutions Is Construction Managers • 914-572-5498 Rewiwn oats: `'-••...e_..-- s+OERIE;D VAUD CONES YM STATE EDUCATION LAK W'-0 3/4" ti (2)LVL 11710 a aTVMW t Posh 1/4"x 11"STL R(TYP)ON EACH 4x12 PRESSURE SIDE OF 4112 BEAM SEE DECK BEAM DETAIL THIS SHEET TREATED BEAM Nomenclature: 2x1 P ightA k Fbor Jolot6® 6 ) ASF"Above Sub Floor Q 202 NAILER BL"so"Una"ndadarLoa Of NuAx.Herr hos Of ohsatllln/. AS REGO OW tea d eollerete foundetlove axept a doted odWvrWa (TYP) TF"Topd Stone Shoff dare o �p'a!• UadDeck 1/2•DIA BOLTS®7-0" IS T d Stens SMIf alovallon TSI"Top d Steel Beame,Bottom d PT Plate ; OC STAGGERED WM) TW"Tap of Wd devedon REF"Etevdaa relative to V4r-Entry Sub FFoor, 274r d ebvatlone an foundation plan are REF. 40 241 Md%V&W 141"x 11"STL FL ton (TYP) DECK BEAM DETAIL i SCALE: 1 1/2" V-0" (1)117/8 LVL 100 ekher"of re 4x4 PT Pawls AAPedmeter 2e1 LodlNo B11w1 JoM kr " dile 10 a fo , (( WL 1314 11 r a 71W q �y 1 lgiro®� JoW k1IB as mqulmd [LI (3)LVL 11710 GVft • p ff / A. LVL 7 301 J'11Hs LVL,17A! Cone Health g Tit O qi b 8 Chlmnsy T LVL I P� ,F Bax seem *11TIe ? ,Y \ Ir PT box (�LVLTbox ' h"am b1m @M at Sub Fir wldxn won fism! d 1110Ck 9dM 4L� to `__ ___ ___i wdw Pat With VL Pal Down \ S x117/6@1 µ I g A ,� sIts to an as aF �x1 4 315 4 SIn Slonetub Cob TYP IN Fbar In 11101) "'41r rt, $15 w.11 d Ord re � �1, xyrs¢ Corardw 4 Capodod aR e3 Net FB to Cana Dock ^9I h Controlled Competxed (2)LVLw P11718 r box a 6 2boxou s5 sFir Fill to Conc Deck � e e, wNIA huM .� Comer Pat deubN club columna at Base m m a o r 274r20'-21/4" S 20'-21W 7V-4 Off N c Q ADDED DECK BEAM DETAIL lV DRM: 9 TECTONIC EC"O >ERnvc �a Owen & Laurie Morrel Residence 4 "'e`j F!!iu;jeV y�OriP �, C)NStJLTANTS P.C. 3945 Sound View Ave.,Peconk,Town of SotRhhold, WY 11958 -0 0 4" p Jl¶• >�m. o P.G. a"" 3f, x H."wad HN 161"" (Ma) a3�–aaa oma"Tft V&wft% w% Nr lawn M.O. 2741.01 1 st Floor Framing OOFlEf n10M MavaeaftOF illi THIS PLAN IS OMOVRMTM UM AUT"0111 C0 PloNal Laaeon: ooQwINT ■INWT A FAVOINNUE OF THE ALMATICIR Olt A0013aN6 To A " Taft Parcel: 88-1-15.1 Imre Date 08/23/00 lINAl1AlI ANSI AN sM2ONAl OF THE lTAYF /EA10N0 A LIC[NIFD O10pED1'S OR 0/pAa an EIIM'eAI° KAL OF 111E PROFESSIONAL SAVE°°T" SEAL IS A VIOLATk)N OF CTEK Solutions • Construction Managers • 914572-5498 Rw,IUan D".. ' �AUD COFIE2 11,AlL NOT /E YORK STATE E'DUCAT01LAIN.2 a THE NEW g 0 IL Deck 8 Rail Below ae �5 745 Box Feels a 3ofti 11718 LVL PedmNer(Typ) Match Rake=1t 1,(Typ) (2)11"LVL HIP High(Typ) (2)it"LVL Horizontal at*9 A aM live 2XIO ft wrap Covered Dad Rafter N Spaced 16'Co.Slope to t4"balm �— 2nd Fir Deck Rall(t 5:12 Slope) Bead Baerd Ceiling at underside of eloping raters (2)LW II VIN Ha r Pae Doan(Tva) \\ NUT-0 ,Y S-1-EEc. l�,e�Ke TS 2x1 PTJCIN toi-1,3Qtcare F4E�T i 314'PlyWd Decking,EPDM Membrane `Slope to DrainsA-S �gDu)(RET7 p _ i a Ory B e \ LVL 117ro Line of Fella 1 m I. I � I 1 E LVL 11718 1 (2)LVL 11 718 Header Post Down (3)LVL 11 718 (2)LVL 11 718 Header pod pt N - _ (3)LVL 11 7ro Flush PON Doom Poet Down - '— —' '.7=' �—ro Pouna. p _ ^ � Flush Girder i tto (3)LVL 11718 Heade Post Dam Dam a Joist hill u required �`� 41j � .�• a harth (3)LVL 117/8 Girder { TJ H � I SR 1C •: : (3)LVL 11718 Flue Parton i'•'a' ��, /� post N7ro to JI H m al.e am Conn Hearth Sbuel / / pool dourer tbmwa dom \ \ Fl reBRY4" Y 10" •'i• ,/ x7jT� T l \ \�'Rar hrlYnMren,aMeao- �• � \ \ omxels.IS1 Ser. orderers �'b0�.himney! `h�•":� Q(3�jC,_� � ��11Tjeaaje"° `\`\ •. � . . .� r __ T °"a 1@ ti+b 1 ro � r7 PD. ae LVL \\ n y,11T(B J19 011.1 \\ LVL 'urtoe 1'r 117/8 j /\ Fireplace Masonry to 13� / i \\ Y✓ \\ �\ \ 11718 \ Gaiting BNaw..�ceordlnaN Heck 1 R 1Q l l h / ml \\ / '�• \�12'J LVLHMOx \ _ _ _ Il umereeienm with BWWok wo / DaardnN. OD / 1 F2)LVL 11718 lam lush r IL--- ---- aTJ/• n OLC \ P n hG11d� � \\ \` kPi X14 / 1111eFsa ed` \ \ — ------------ I x )LVL 7/V 117 HGOWI 1 \\ Poral J Til 11 /Bale _� a Ren a Post Down TlB / \\ \ i plus o � GiLVIL 11710 rder for Load f from Danner LVLS \ 3217 \\ 1 2 x 0 Joiat Q 10 1 (2)LVL 117/8 Header \ I Slaps r Edges(( 1) Put Doom \ (2)LVL 11718 Header I 314"PryWd peaking,EPOM Membrsrw \ Put Dawn M1 h gm uck lowds \ I \\ = 2)LVL 11 710 GkWrlAbowDecor Arch gyp - j LVL 117/8 Pedmeter \ d• Stone Lima \\ Balm \ Edge D Blueatone I i r? if QI p,S-RVILT Cor-fA1Tr Or-JS �1� (" ENGINEERING OWNER: Owen & Laurie MOR'el Residence DRvyG: TECTONICS <„•` ""'" � CONSULTANTS P.C. 3945 Sound VlewAve., Peconic,Town of Southhold, NY 11958 � .0� "�' I raM P.C. x 37. 7a aesent Hnl bee (845) 534-sae. prrxing„ti. W.O. 2741.01 2nd Floor Framing r r lulu Naunldmllq, NY 10963 \�• ;, _,.;��,���lll G COPIES FROM THE ORIGINAL OF THIS THIS PUN IS COPYRIGHTED. UNAUTHORIZED Project LoeaSon: Tax Parcel: 68.-1-15.1 Issue Date: 08/23/00 r'• 9GItATIIINITEDN ORIGINAL WITHOUT AFACSIMILE ADDITIONS PLAN OF THE STAMP BEAR NCILICENSEDEGINEER'S ON ')1 Vn ON EMBOSSED SEAL OF THE PROFESSIONAL SURVEYOR'S/ SEAL IS A VIOLATION OF a e ENGINEER/LAND SURVEYOR SHALL NOT BE SECTION 7209 SUBDIVISION 2 OF THE NEW CTEK Solutions Construction Managers 914-572-5496 RwislonData: CONSIDERED VA1D COPIES YORK STATE EDUCATION LAW. ,v�