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48511-Z
�o�g�FFOC Town of Southold 8/4/2024 A y� P.O.Box 1179 CO o _ 53095 Main Rd y�j�! Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45422 Date: 8/4/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 365 Mesrobian Dr,Laurel SCTM#: 473889 Sec/Block/Lot: 145.4-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/7/1985 pursuant to which Building Permit No. 48511 dated 11/18/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including finished basement, covered front entry and first and second floor decks to existing single family dwelling as aapplied for. The certificate is issued to Grillo JJ Sr Living Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 22-86252 11/16/2022 PLUMBERS CERTIFICATION DATED 2/13/2023 J&B Bing fl Auth ' ed S' ature o�SVFFai,��. TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48511 Date: 11/18/2022 Permission is hereby granted to: Grillo JJ Sr Living Trt 3 Versailles Ct Glen Head, NY 11545 To: ALTER AND ADD TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. Replaces BP #45501 At premises located at: 366 Mesrobian Dr, Laurel SCTM #473889 Sec/Block/Lot# 145.4-12.1 Pursuant to application dated 11/7/1985 and approved by the Building Inspector. To expire on 5/1.9/2024. Fees: PERMIT RENEWAL $496.30 I Total: $496.30 I i Building Inspector i i i SufFoc�c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ca "oy . SOUTHOLD, NY o BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45501 Date: 11/25/2020 Permission is hereby granted to: Grillo Joseph J Sr Rev Trt 3 Versailles Ct Glen Head, NY 11645 To: ALTER AND ADD TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP#43340 At premises located at: 365 Mesrobian Dr., Laurel SCTM #473889 Sec/Block/Lot# 145.4-12.1 Pursuant to application dated 11/25/2020 and approved by the Building Inspector. To expire on 5/27/2022. Fees: PERMIT RENEWAL $496.30 Total: $496.30 07, /Z- Building Inspector 4�g�yo��,co TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o!� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43340 Date: 12/21/2018 Permission is hereby granted to: Grillo, Joseph 3 Versailles Ct Glen Head, NY.11545 To: ALTER AND ADD TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP# 40120 At premises located at: 365 Mesrobian Dr., Laurel SCTM # 473889 Sec/Block/Lot# 145.4-12.1 Pursuant to application dated 12/21/2018 and approved by the Building Inspector. To expire on 6/21/2020. Fees: PERMIT RENEWAL $496.30 Total: $496.30 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD', NY poi .�a BUILDING PERMIT (THIS PERMIT.MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40120 Date: 9/28/2015 Permission is hereby granted to: Grillo, Joseph 3 Versailles Ct Glen Head, NY .11545 To: ALTER AND ADD TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP# 36188 At premises located at: 365 Mesrobian Dr, Laurel SCTM # 473889 Sec/Block/Lot# 145.4-12.1 Pursuant to application dated 9/28/2015 and approved by the Building Inspector. To expire on 3/29/2017. Fees: PERMIT RENEWAL $496.30 CERTIFICATE OF OCCUPANCY $50.00 Total: $546.30 Buil �Ir�sctor �gOFFelt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36188 Date: 2/28/2011 Permission is hereby granted to: JOSEPH J & SUSAN GRILLO 3 VERSAILLES COURT GLEN HEAD,-N.Y. 11545 To: ALTER AND ADD TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP# 23312 At premises located at: 365 MESROBIAN DR LAUREL, N.Y. 11948 SCTM #473889 Sec/Block/Lot# 145.-4-12.1 Pursuant to application dated 2/28/2011 and approved by the Building Inspector. To expire on 8/28/2012. Fees: PERMIT RENEWAL $992.60 Total: $992.60 l Building Inspector 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. 32579 Z Date DECEMBER 18, 2006 Permission is hereby granted to: JOSEPH J & SUSAN GRILLO 3 VERSAILLES CT GLEN HEAD,NY 11545 for ALTER AND ADD TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP# 23312 at premises located at 365 MESROBIAN DR LAUREL County Tax Map No. 473889 Section 145 Block 0004 Lot No. 012 . 001 pursuant to application dated DECEMBER 12 , 2006 and approved by the Building Inspector to expire on JUNE 18 , 2008 . Fee $ 992 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 I i 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) NR 23312 Z Date .. �........................ 19... '.S�" Permission is hereby granted to; .. �....Crd1110......... . ..................................... 3...../ >o�.` .... /- .... .................... ............. ...,... � . .. ...................I to ,�� ........eo.4.......... ......... . ...........T!...'.... . . ........ '........ .�►�� �,��/•. ......... f.../� ..... ............................... /��3 ......... ../-f......... .. .-�ls....... . ..................... ............................................. .................................................................................................................................................................. ...................................:.................................... ........ /.../a........... ..................................................... �at premises located at..............J� ..... f � /.............. . ....................... .............I....................... :0�...................................................................... County Tax Map No. 1000 Section .... ........ Block.........,.�........ Lot No. ............................ pursuant to application dated ............. . ...1 . ...& ............. 19................ and approved by the Building Inspector. (� . . (�a Fee$... .......-.ff .... .. .. ...................... Bull ng Inspector Rev. 6/30/80 Ironx NO. f 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) N o 19636 Z Date .. . ........................................ 19J./I IX-jr-lj Vi7 71)9 Permission is hereby granted to: /� ... ...e \ o........ ..604....... ... .......:33, . ..I .......... ..... �.... .�1. y...�w .... }......../1../.,6`5 to ...a�....... . . .....1 ..� . . 1 ..... .../27.7p.,Zy -ram..... .. . .. .. � .... .. .. ..... ............................ .. . ...............,. ............................................. atpremises located of ........�?.J ..... ... I . .. .. ..... ......................................I....0. .............................................................f..' ............................................................................. ...........................................................................................................................................0..................... County Tax Map No. 1000 Section .........e�,�.. Block .......... ...... Lot No. Z.. pursuant to application ............................... 19........, and approved by the Building Inspector. Gi% / o? � �/�j Fee $...7� �. �h �i7709 B�ii....g Inspector Rev. 6/30/80 FORM NO. I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N o 017709 Z ........, 19..$.- Permission is hereby granted to: . �::..... ..�a.,..S .-n...... ..P.6�.............. ...... .....N. ..... . ............ ...... ..... �; ?.:`. .......1\1. .... to ... . �a-,k. . .. .... ... . ... .... ..� .�.... J czlf- ............................................... ................................ .................................... at premises located at ........... ...................... ................................................................................................................................................................. .....................................................................,............................................................................................ County Tax Map No. 1000 Section � �`�....... Block ......... Lot No. .�. :'..�.............. ............ ........... pursuant to application dated ................ 19.21, and approved by the Building- Inspector. Fee �..../. .A.:.:-... 00 .......................... .. ........ ............... Building Inspector Rev. 6/30/80 R Certificate of Compliance ............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Pete's Electric Inc. Joseph Grillo 2917 Lawrence Drive 365 Mesrobian Drive Wantagh, NY 11793 Laurel, NY 11948 Located at: 365 Mesrobian Drive , Laurel, NY 11948 Application Number#: 22-86252 Certificate#: 22-86252 Electrical License#: 3465E Section: Block: Lot: Building Permit M 45501 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: House Renovation w/Service Equipment/Air Conditioning Equipment ( 5 Units) A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State,of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith. on the 16th day of November 2022 Name QTY , Recessed Hi-hat Fixture - 15 Amp, 120V 156 ARC-Fault- 15 Amp, 120V 15 ERV Unit Circuit-20 Amp, 120V 4 Oven Circuit-40 Amp, 220V 1 Pool Panel - 30 Amp, 240V 1 Timer Switch - 15 Amp, 120V 2 Paddle Fan - 15 Amp, 120V 6 Power Panel - 100 Amp„240V 2 Electrical Inspector: Anthony Giordano ...........!ry`r %APPRtOVEDio ' °j��gnrpnuuuaw��� . This certificate is not valid unless raised seal is present. NOV 2 2 2022 Certificate of Compliance .....................................................................I....................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................I.............................................................. CERTIFIES THAT Upon the application of Upon premises owned by Pete's Electric Inc. Joseph Grillo 2917 Lawrence Drive 365'Mesrobian Drive Wantagh, NY 11793, Laurel, NY 1,1948 Located at: 365 Mesrobian Drive', Laurel, NY 11948 Application Number#: 22-86252, Certificate#: 22-86252 Electrical License#: 3465E Section: Block: Lot: Building Permit#: 45501 Name QTY 4 FT LED Fixture- 15 Amp, 120V 6 AC Blower- 15 Amp, 220V 5 AC Condenser- 20 Amp,-220V .11 AC Condenser-30 Amp, 220V 3 AC Condenser- 50 Amp, 220V 1 ARC-Fault-20 Amp, 120V 6 Car Charger Receptacle/Circuit- 50 Amp, 220V 2 Central Vacuum Circuit-20 Amp, 120V 1 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Dehumidifier Circuit-20 Amp, 120V 5 Dishwasher Circuit-20 Amp, 120V 1 Electrical Inspector: Anthony Giordano R0 ........... APPROVED)g ............... This certificate is not valid.unless raised seal is present. 2 2022 Certificate of Compliance ................................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ......................... .................I....................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Pete's Electric Inc. Joseph Grillo 2917 Lawrence Drive 365 M esrobian Drive Wantagh, NY 11793 Laurel, NY 11948 Located at: 365 Mesrobian'Drive , Laurel, NY 11948 Application Number'#: 22-86252 Certificate#: 22-86252 Electrical License#: 3465E Section: Block: Lot:, Building Permit#: 45501 Name QTY Dishwasher Circuit.-20 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 58 Exhaust Hood -20 Amp, 120V 1 Feet Multi Outlet System- 15 Amp, 120V 18 Fixture-Outlet--- 15 Amp, 120V 36 GFCI Receptacle- 15 Amp, 120 V 30 'GFI Circuit Breaker-20 Amp, 120V 4 Garbage Disposal Circuit-20 Amp, 120V 1 Gas Dryer Circuit- 20 Amp, 120V 2 Microwave Circuit-20 Amp, 120V 1 Power Panel -200 Amp,240V 2 Electrical Inspector: Anthony Giordano I. ...............1, giql(APPR APP N%...... ...... This certificate is not valid unless raised seal is present. NOV 2 2 2022 Certificate of Compliance ..................................................................................................:............................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. = 188, PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Pete's Electric Inc. Joseph Grillo 2917 Lawrence Drive 365 Mesrobian Drive Wantagh, NY 11793 Laurel,,NY.11948. Located at: 365 Mesrobian Drive , Laurel, NY 11948 - Application, Number* 22=86252 Certificate#: 22-86252 Electrical License#:,3465E -Section: Block: Lot: Building Permit#: 45501 Name QTY Refrigerator Circuit-,20 Amp; 120V 1 Smoke Detector.- 15 Amp,'120V 6 Steam Humidifier Circuit-/20 Amp,'120V 4 Switch -"15 Amp, 120V -62 UC,LV Lighting Transformer- 15/2 Amp, 120/12 V 1 Washer Circuit-20 Amp, 120V 2 Electrical Inspector: Anthony Giordano This certificate is not valid unless raised seal is present. Nov •2 2 7n97 - O Rk, S0(/Tyol o Town Hall Annex Telephone(63.1)765-1802 54375 Main Road NA Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959Q" �O BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATIQN- Date: Z Building Permit No. T I I j Owner: (Please print) Plumber• . _ altt?- (Please print). I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 4um igiature) Swom to before me this day of Q�r� 20 Notary Public, M�CHAELJOHN TUTUNMAN County Notary Public,State of Newyork No.01TU6258567 Qualified In Suffolk County Commission Expires March26,20� 1270,9 BUILDING DEFT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: 4. DATE � �� �� INSPECTO 765-1802 BUILDING DEFT. INSPECTION , [ ] FOUNDATION 1ST [ ) ROUGH PLBG. ( J FOUNDATION 2ND [ ] INSULATION [t4lk�AMING � ] FINAL REMARKS: kJn�CG�.� cJ7? GtXi(' DATE to INSPECTOR �tfiy� 765-1802 BUILDING uear. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION �MING [ ] FINAL REMARKS: DATE 3- / 0 INSPECTOR J 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBfi. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL REMARKS: ��t,. zz� c DATE -INSPECTOR -� BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ y'INSULATION [ ] FRAMING [ ] FINAL REMARKS• DATE1)-41ai ,,--INSPECTOR'j6tw,-A # # TOWN OF SOUTHOLD-.BUILDING DEPT. � • io 765-1802 PE 1 NS TION C [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION-- [ ] FIRE RESISTANT PENETRATION NPELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ((] CODE VIOLATION [ ] PRE C/O REMARKS: t., DATE 7i 71.4 INSPECTOR �gJ` ho��Of SOGIyo� te if S IIIIIIII ` I ��YY # TOWN OF SOUTH OLD BUILDING DEPT. �ycou 631-765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION/CAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL '(f4 [ PRE C/O [ ] RENTAL REMARKS: ` l pm� pi . 4 C-w ALP- 1-0 r� t� J D TE !l INSPECTOR OF SO(/T,�O� # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULAta,- _ TION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]- RENTAL REMARKS: C, (ram 1�✓� T w DATE Y INSPECTOR F � � C HARLES M. TH O MAS R.A., PLLC JAN 18 2023 2136 •LINCOLN STREET ® R I V E R H E A D, NY 1 1 9 0 ®UO NGOEPT. 1 `OM OFSOU1HOfD (516) 702-351 9 ODTHOMAS63 @AOL.COM DECEMBER 29, 2022 Building Department Town of Southold Re: Grillo Residence 365 Mesrobian Drive, Laurel, New York SCTN # 1000-145-04-12.1 Dear Sir/Madam: This letter shall serve to certify that I was retained to inspect the addition/alteration to the above referenced residence throughout construction. I can attest that I have completed the following inspections and all elements have been installed/constructed in a manner than conforms to my plans and specifications and the 2020 NYS Residential Code: • Poured concrete footings and walls (Front Entry) • Framing and strapping • Plumbing • Insulation and Caulking Thank you for your attention to this matter. Please contact me with any questions you have. Very trul, -s=- . DA CHARLES M. THO ' �r/,1 A Mill Ap ,� I • 1 I_I D / v / I'�1 � • l Mw ',AW 1I 1 WWI ��� _ NPUM {'aGrL a FIELD INSPECTION REPORT DATE COMMENTS OG FOUNDATION (1ST) — H ------------------------------------ 715 r C FOUNDATION (2ND) z 0 7H7�� ROUGH FRAMING& y PLUMBING 1 1 r INSULATION PER N.Y. H STATE ENERGY CODE r r J FINAL ADDITIONAL COMMENTS Ff -an a Lei+ inn fie. tA rvecGt 'o c ri [-S Z Ll m LA ►o -Z dp H .t O z x � x e r� b H ,FORM NO. 1 D TOWN OF SOUTHOLD _ BUILDING DEPARTMENT TOWN HALL Lu SSOUTHOLD, N.Y. 11971 BLDG. DEPT. .��,� TOVt�f� OF SOUTHOLD TOWN OF SODS ._,...,. TEL.: 765-1802� Examined . . . . . . . . . . . ... . . .. 19 . . . c� 0 Received . . . . . . . . . . . . 1 9 . . Approved . . . . . . . . . . . . . . . .. 19 . . . Permit No. . . . . . . . . . . . Q\av Disapproved a/c . . . . . . . . ..: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a�C �O 333 (\o. cow (Building Inspector) APPLICATION FOR BUILDING PERMIT f D a t o . ... . . . . . . ... . ., �. 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 theBuilding 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 remoyal_or demolition, as herein described: The applicant agrees to comply with all applicable laws, ordinances;building code; ousing code, and regulations, and to admit authorized inspectors on premises and in-.building for necessary inspections. (Signature of app icant, or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,' engineer, general contractor, electrician, plumber or builder. A Ater ferefy 4. .F.1 W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises ge N. . .4.W. 1 LL O (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. . . . . . . . . . . . . . . . . . . . . . . . . . s Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. .•. . . . . . . . . . . . . . . 1. Location of nd�on which proposed work will be done. . . . ..'.. . . . .. ....... ..�bi�'�f. �� House Number Street Hamlet County Tax Map No. 1000 Section .1.4'5 -4.")2•91. . . Block . . . . . . .�. . . . . . . . . Lot . 7 . . . . . . . . . M�P or- Subdivision . .M&.1atCo*A1!d. . . . Filed Map No. ? . . . . . . . Lot 4?A.7 A 45 . . . . . (Name) 6�.me.ti M�sf�obA+o.A 2. State existing use and occupancy of premises and intended use and occupancy of proposed.construction: a. Existing use and occupancy .. . . .... . . .P . . FIp!�i 1 ry. . . .PWfWAX-b #.A . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy .�! rkPeL�1. . IV r J . � �� . . .� ��� 14. t -. . . . . . . . . . . . . .. . . . . 3. Nature of work (check which applicable): New Building . . . . . . . . Addition . . . . . . Alteration . . . . . . . Repair . . . . . . . . . . . . . . Removal . . . . . . . . . . . . . . Demolition . . . . . . . . . . . . . . Other Work . . . . . . . . . . . . . . . (Description) 4. Estimated Cost . . � J , l�CJO.. . . . . . . . . . . . . . . . . . . . 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 . . . . . .?I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . : . . . . . . . . ... . . . . . . . . . . . . . . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use . . . . . . . . . . 7: '—Dimensions of existing structures,if any: Front . . . !(r�t— 1 fit. . . . Rear .r� �-- I �. . . . . Depth`.� Height .1 4.L:v.°1 . . . . . . Number of Stories . . . D.N E . . W! � . . . . . . . . �, f . . .a. . . . . Dimensions of same structure with alterations r addit' ns: Front .�. . . . . . . . . . . Rear . . "® Depth . . . . . ':fin . . . . . . . . Helght'Z1 Q�b�� ' : 4=1��► T, f c! vies .14 VTV WK, . �ai-1 WT -,8. Dimensions of en 're new construction: Front . �r . -. . . . ."'. . Rear . :d1.1. �+.�. :. . . Depth 1 �4.�C.��:. Iq Height 03:4'� I.D. =4". Number of Stories . O fJ N...IF.9-p r4*r �A.�P K-. W i.qt j�''�vl�l�PPg- ram: �?�.1�'�cS3`- 9. Size of lot: Front .t�+.1�.•a0:t.lZP�9.0. . . . Rear JRP. .+ ,1 VF'00i Depth 34;47 t`jo• 31?S iu. mate of Purchase/"A ..�� . . & . . . . . . . . . . . Name of Former Owner �/a.TlLl�tf 11. Zone or use district in which premises are situated . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12. Does proposed construction violate any zoning law, ordinance or regulation: . . W.0... . . . . . . . . . . . . . . . . . . . . . . . 13. Will lot be regraded . . . . . . . . . . . . . . . . . . . . . . . . . . . . Will excess fill be removed from premises: Yes o 14. Name of Owner of premises Go(P14PAddress I'l slr-0 � 'r. .t?2: .Phone No. Name of Architect t� 5.1 tV. G¢. 5.41.�. . . . . . Address S-PRE:T Ay0. . Phone No. 997. 739 Pr Nan-te of Contractor . . .62 l N V.li . . . . . . . . . . . Address . . g !ry'y. . .Phone No. .2.9� G N w C-1, PLOT DIAGRAM. Locate cle ly and dirt' ctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property es. Give street an block number,or description according to deed, and show street names and indicate whether interior or orn 0 Q ® pwµ Irele,a K. Lod ;STATE OF NEW YORK 'OIJNTY OF . .��,. . . . . . . S.S N J AID 1N Q T.01.1oI.0h_ .` being duly sworn, deposes and says that he is the app;icant (Name of individual signing contract) above named. Heis the . . . . ..640'1.e NT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (Contractor, agent, corporate officer, etc.) of-said owner or owners, and is duly authorized to. perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this.� . . . . . . . . . . . . . . . . ... .. b 19 Notary Public LINDA F. KOWALSKr , t h -�ff 0i �>a NOTARY PUBLIC, State of New Yorit" . . " . . . . . . No. 52.4524771 (Signature of applicant) Qualified in Suffolk Caunty a Qommissioa Expires March 30, 1' �" FORM NO. 1Diix 1 TOWN OF SOUTHOLD DECUILDING DEPARTMENT u4 g TOWN HALL �� r oLuTJ � BLDG.SOUTHOLD� N.Y. 11971 TOWN OFS OUTH BLDG.DEPT. TEL.: 765-1802 TOWN OF OMOLD Examine . . . . . . . . . . . . . . . .. 19 . . . JqV N-°a"t Received . . . . . . . . . . . , 19 . . . Approved . . . . . . . . . . . . . . . .. 19 . . . Permit No. . . . .. . . . . . . . . . .... Disapproved a/c . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . t S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33-3 . . . . . ....(Building Inspector) APPLICATION FOR BUILDING PERPAIT `• • - • . Date . .���. . . . . . . . . . 1`- INSTRUCTIONS 6- a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector,with 3 ets 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 street, 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 permil 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 ei 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, ousing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections or (Signature of�Ilca�t, r name, if a corporation) KY, Y: (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,' engineer, general contractor, electrician, plumber or builder. #W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . ... Name of owner of premises .MlC•.'� .1^!l l�`3 r. 0'S .P N. . .4%.g1 LL 47 . . . . . . . . . . . . . . . . . . . . . . . . . (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. . . . . . . . . . .'. . . . . . . . . . . .C �� Plumber's License No. . . . . . . . . . . . . . . . . . . . . . . . . . Electrician's License No. -.-. .. Other Trade's License No. .'. . . . . . . . . . 1. Location of and.,on which proposed work will be done. .r$'9 7 -FOOT. .r�'�`>Y. O� . .r'. �' , p9 �k't�Qi� ,�lC � • @sot�C.EVis�2p .. .. .,, �. ••. �. .. . . . . . . . . . . . .ogtA.r.. . . . .1. . . . .u. . . t..t . . . . . . . . . . . . . . . . . . . . . . . . .. House Number Street °' Hamlet County Tax Map No. 1000 Section .�.'4'r� -4." 2•l. . . Block . . . . . . .5 . . . . . . . . Lot . . . . . . 7 : . . . . . . . . M►P p OF Pr< P S o t 3 . . . . . . . Lot 0?A-.7* A. .Subdivision .�Ll2.�P.R•.+�.'�6-! . .MGSt�=. l�pl tJ. . . . Filed Map No. . . . . . (Name) 60Ae—w 4 Mrsr-015sw .d 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �L7/. . . 4•�• �!`l.�S . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy 1ptlo VeL�!. . P.Cal WA�t•L�� , . , . . . . . . .`. .� . of work (check which applicable): New Building . . . . . . . . . . Addition . . . . . . Alteration . . , I . . . . . . . . . . . Removal . . . . . . . . . . . . . . Demolition . . . . . . . . . . . . . . Other Work . . . . . . . . . . . . . .'' ' Ited n (Description) Cost . . . . ? .J. el, 0. . . . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . (to be paid on fling this application) . .k 5. If dwelling,number of dwelling units , . . , . Number of dwelling units on each floor . . . . . . . . . ...+. . . . . . If garage,number of cars . . . . . .9. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use . . . . . . . . . . • . . . . . . 7. Dimensions of existing structures,if any: Front . . .5. LO 1��. . . . Rear t� I�1 . . . . Depth".`fig1�?et/` ' . . �of Height .1 4.L:P." . . . . . . Number of Stories . . . O�4 0� !P+. .A'4%!!�.`T, b'knensions of same structure with alterations Qr addit' ns: Front .(o-�'''���. Rear . . .O`. Depth . . . . .ra. .�'Z:': . . . . Height.Z �(b :3'4 r?, Number of Stories Z. S'�Pp"�I, ,fwti;GM �SMt� 8. Dimensions of entire new construction: Front . .?r.�. . . . Rear ' .q',l fP`. :. . . Depth S kQ".(r-.3. 14 Le'`A( Height 1�=�t� (D=41+.Number of Stories4'lT.t.*, 4��?tC- yt►}CGl Z"���1•p4�-:3 �,1.°xy� 9. Size of lot: Front .�i.b..Q:O. -t.I�o..Q.o. . . . Rear, Jpp. ,-f- ,13,S.00 Depth94;47-'1L6. 31's . . 10. Date of Purchase M,4Y I& . .(1 1 iG W,4�yS a �. . . Name of Former Owner 11. Zone or use district in which premises are situated . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12. Does proposed construction violate any zoning law, ordinance or regulation: ... . . . . . . . . . . . . . . . . . . . . . . . 13. Will lot be regraded . Will excess fill be removed from premises: Yes eT0211D 14. Name of Owner of premises 1�IC.JpSEpN�Git�l4l+oAddress MF.?!�!�a!'�. . : .Phone No. .Z.°�8.-.S.��'. Name of Architect . . . . .Address S-P.Q.as1 A* IC ,Phone No. 9 9 7- OP S,'', , Name of Contractor . . .d?W N V.9!.. . . . . . . . . . . Address . . ��epo PLy. .... . . .Phone No. V?�,- G N N C-1 PLOT DIAGRAM. E •� Locate cle trly and distir ctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property es. Give street an block number or description according to deed, and show street names and indicate whether interior or orn ' �Tla i sN 400 14 o S FG�; M 10; 4s.,M Q _ owe)- 0 ' l2S' - - =tr-dlr1 1'ryP1 N /goo� �� �P ��/d►t� p 0e, STATE OF NEW YORK COUNTY OF L \C- S.S �?P N�QI�!1!!N . . Ju T.rGL1--!lek- being duly sworn, deposes and says that he is the applicant (Name of individual siening contract) above named. Heis the . . . . .A.. -4! e WT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained;in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set,forth in the application filed therewith. Sworn to before methis . . . . . . . . . . . .`.� . . . .-. .-:days �OJ/e;M,l���'.. . . . ., 1985 -•- .,,_._,� Notary Public, � , . . . . . . . LINDA F. KOWALSKf NOTARY PUBLIC, State d New York" " " . . . . . " . . . . . . ' . ' • ' No. 52.4524771 (Signature of applicant) Quaffed in Suff0ccounty Commission Expires March 30,,193y�_ BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9086 DATE: SEPTEMBER 20,2017 ISSUED TO: JOSEPH GRILLO PROPERTY ADDRESS: 365 MESROBIAN DRIVE,LAUREL SCTM# 1000-145-4-12.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 20, 2017, and in consideration of application fee in the sum of$250.00 paid by Joseph Grillo and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to replace in-place existing 2,180 square feet of first story wood decking;with the condition of the installation of gutters and leaders to drywells; and to establish and perpetually maintain,a 101 wide non-turf buffer landward of bulkhead; and as depicted on the survey prepared by Nathan Taft Corwin M,Land Surveyor last dated October 5,2017,and stamped approved on November 28,2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. I/A P Dry o • TELEPHONE (516)765-1892 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 December 3, 1985 Mr. Joseph Grillo 333 North Broadway Jericho, New York 11753 'Dear Mr. Grillo: The Trustees reviewed your application at their regular meeting held on November 27, 1985. The.-following is the Board.' s findings and determination recently rendered regarding this .matter: 'WHEREAS, the Board members have personally viewed -and are familiar with the premises in question and the surrounding area; and WHEREAS, the Board has considered all the documentation submitted concerning this request; and WHEREAS, the Board made the following findings of fact: 1. By this request, appellant requests permission to construct a 10 ' x 24 ' . attached garage to the . existing dwelling. 2. The garage is proposed to be located 60 ft. landward from the existing bulkhead. 3. The parcel in question is located in the Residential and Agricultural Zoning District and is, known as subdivision; , Map of property of Elizabeth Mesrobain; or more particularly known as Suffolk County Tax Map No. 1000-145-4712 .1 and Mesrobian Drive, Laurel, N.Y. 3. Chapter 97, Section 97-13 (A-3) all lands immediately adjacent to a. -tidal wetland as defined in Section 97-13A (3) and lying within seventy-five (75) feet landward of the most landward edge of such a tidal wetland. In considering this request, the Trustees find and determines: (a) That the relief requested:-is not substantial under the circumstances. (b) That by allowing the request as conditionally noted below, that there will not be any adverse affects to the wetlands. (c) That the safety.,. health, -welfare, -comfort, convenience and order of the Town will not be adversely affected by the -proposed request. Accordingly on motion made by4Trustee. .Kujawski seconded by Trustee Bednoski it was RESOLVED 'permission Be and Hereby is Granted as requested for Mr. Joseph Grillo subject to the following provisions: Board of Trustees In the matter of Joseph Grillo Page 2. 1. During :excavation the fill must be contained so that it does not wash into the creek. 2. Care should be taken so as to preclude the entry of any construction material into the adjacent waters . 3. Immediately following construction, all areas of exposed soil shall be properly protected with suitable erosion control devices and/or vegetated to prevent entry of eroded soil into the creek. If you have any questions or concerns, please do not hesitate contacting this office at the telephone number listed above. Thank you for this opportunity to be of service to you. We look forward to serving you in the future. Very truly yours, Henry P. Smith, President Board of Town Trustees --�� ,7r Ilene Pfifferling Secretary to Board HPS: ip cc: Bldg. Dept. Board of Appeals Trustees File i Glenn Goldsmith,President ,yO�OF SQUT�.D Town Hall Annex A.Nicholas Krupski,Vice President �,� �� 54375 Route 25 P.O.Box 1179 Eric Sepenoski v Southold,New York 11971 Liz Gillooly N 1 Elizabeth Peeples Telephone(fi31•)76ii•1892- t Fax(631)765.6641 ' o�yIr pU BOARD OF TOWN TRUSTEES D , 30 TOWN OF SOUTHOLD AUG 1 2024 CERTIFICATE OF COMPLIANCE Building Department #21.16C Date: JangjpM Afgouthold THIS CERTIFIES that the as-built 3 406.4sg.ft.two-story dwelling withgarage-,as-built 2.381.7sg.ft.first story wood wrap-around deck;as-built 621 sg.ft.second story deck:as-built 3.5'x10' i wood steps with concrete underneath off deck:as-built 5.5'x 10'wood steps with concrete underneath off deck;as-built 5'x20.9'plus 1.1'x1.9' (I06.59sq.ft.)roof over open stone porch:as-built 215.4sg.ft.open stone porch with stems as-built 4'x4'outdoor shower under dec�,as-built 4'x39'stone walkway set in i gravel,partially under deck;as-built 3'x15'concrete pad for three(3)a/c units;as-built 3.413sq.ft. gravel driveway;as-built 174 linear feet of Belgium block curbing around two sides of driveway,as-built 6 linear feet of rock edging along_gravel driveway:as-built 1.5'x45' brick and stone wall along gravel driveway with two&brick and stone walls(1.5'x5'and 1.5'x6.5')surrounding stone steps:as-built 4'x7.5'stone steps from stone walk to gravel driveway;as-built brick and stone steps from gravel driveway to stone walk: 3.5'x8'with two(2)2.5'x4' brick pillars each with lamps on each side of'brick and stone steps:as-built 535sg.ft.of stone walk from brick and stone steps to open stone porch with steps, and including stone walk to stone steps:as-built 5'x6'wood steps from gravel driveway toward wood deck-as-6ui11 12'x20'cantilevered wood platform off bulkhead to a 3'x 1 C' hinged metal ramp to a 6'x20' floating dock:+to estalili`sh:irid licipetuall'v'mairiiain a 1;9L080sq:ft-iyon=Ttirf'Buffer Area in the area tom ttW.bulkKead-ii6ng Great Pcconic Ifav`"and-Brtistics'Creek and extending landward i'o ttic top of ba K—then al`oti ,stones set in g'raael walk-and,along-Belgium-block-curbingr n°of_ttie~ Non-TU rf 1OfferJ_hn udes n slo_pe from the toe'to.top of bank fo lie covcred`i'viih:onc(.I')�'laver-o'f jutc,01 grounded w.ith:6 ainsmid planted ,i'tFi 4tricrica beacl�T ss, r:_ n-certe ;_with-the.reinainder of the area�fa.b'e•a.Non-1'iii'f�Biit3er consisting-oFsattd-�v'ith-interspersc3—'areas=�f natucal.vegetation;wiiti`the co diiion-that.'tlie slope.seaward.of.-1he-deck is`to.be non-turf,planted.with.Ameridan beach grass-I'2"on I cenfe�;Qlan`t at'least',four(4)Eastern red.cedai`frees with a '�.cafiper seaward of the tiousc:esta6li"s-ti.and �perpeivally maintain a-20'-non-fuif`sand'-Buffer-landward_bfahe•bulkhead onihe tiaylandi<vard'of:whlch II'be a v-cgetaied non tuef biiffci�wit"h�Ameiican:beacl't`grass'p`lam'tcd"1"2"'o`n=deiiter,:'no:featilization on lye-(nii�ety of-the_property a`nd`no storaLe in tfie.ve"sea`ated non-turf iueac tthe combination of the beam of the boat and the float should not exceed on-third of the total width of the water body as per Town Code; At 365 Mesrobian Drive, Laurel Suffolk County Tax Map#1000-145-4-12.1 ; Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 18,2023 pursuant to which Trustees Wetland Permit#10486 Dated October 18,2023,was issued and conforms to all of the ' re4uirements and conditions of the applicable provisions of law. The project I for which this certificate is being issued is for the as-built 3.406 4so ft two-story dwelling with garage:as-built 2 381 7sq, first story wood wrap around deck:as built 621sq tt.,second story deck.as- built 3.5'xl0'wood steps with concrete underneath off deck:as built 5 5'xl0'wood steps with concrete underneath off deck:as-built 5x20.9'plus 1.1'xl ' 06 59sq ft, roof over open stone porch•as built 215.4s .ft,opgn stone pgreh with ste s•as- 't ' 4'ou oor shower under des •as-built 9'stone walkwa set in aye partially under deck•as-built 3'x IS'concrete pad for three(3)a/c units as built 3 413sa.ft.gravel driveway-,as-built 174 linear feet of Belgium block curbing,around two sides of driveway:as-built 6 linear feet of rock edging long gravel driveway as built 15'x45'brick and stone wall alone gavel driveway with two(2)brick and stone walls f 1 5'x5'and 1 5'x6 5'}surrounding stone steps;as-built 41x7.5'stone$te13s from stone walk to vel dri •as-built brick and stone Ms from gravel driveway to stone walk:3 5'xS'with two(2)2 5'x4'brick pillars each with lamps on each side of brick and stone steps:as-built 535sq ft of stone walk from brick and*stone steps to open stone Porch with steps,and includingetone walk to stone steps:as-built 5'x6'wood steps from gravel driveway toward wood deck:as-built 12:x20'cantilevered wood platform off bulkhead to a 3'xl6'hinged metal ramp to a 6'x20'floating dock•to establish and perpetually maintain a 19 080se R Non-Turf Buffer Area in the area from the bulkhead along Great Peconic Bay and Brushes Creek and extending landward to the top of bank,then along stones set in gravel walk and along Belgium block curbing of gravel drivewayg ortion of the Non-Turf Buffer includes a slope from the toe to too of bank to be covered with one(1)laver of jute O/E grounded with 6"-pins and planted with America beach grass 12"on centerwith the remainder of the area to be a Non-Turf Buffer consisting of sand with interspersed areas of natural vegetation with the condition that the slope seaward of the qck is to be non-turf.planted with American beach grass 12" on centers plant at least four(4)Eastern red cedar trees with a 3"caliper seaward of the house establish - and and perpetually maintain a 20'non-turf sand buffer landward of the bulkhead on the bay landward of which will be a vegetated non-turf buffer with American beach ass planted 12"on center,•no i fertilization on the entirety of the property and no storage in the vegetated non turf area the combination of the beam of the oat and the float should not exceed on-third of tho towl width of the water bodX as Rgr Town Code. The certificate is issued to Josepb J.Grillo Sr-Living Trust owner of the aforesaid property. r Author] Signature I-ID VOW ����SUFFa��� �T�O�]KI��J WA\T]E]RZ scot-% A. Russell SUPERVISOR 8 z I\v][A\NA\G]E1\M[]EN 1F SOUTHOLD TOWN HALL-P.O.Sox 1179 a 53095 Main Road-SOUTHOLD,NEW YORK 11971 'L�O ��- Town n of IJ o u t/G o G d :� 3 CHAPTER 236 - STORMWATER MANAGEMENT ' DD \ 1 r�1AN 1, 1:RECD .. .. ..... DOES THIS ]PROJECT INVOLVE ANY OF T- HIIE lFQ LI Q®\ iNJG: .-:-:.a, �:,•_:�� ' Yes NO (CHECK ALL THAT APPLY) TOWN OF SrOUTHOtD ❑d A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[� B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[•7� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑dD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. qE] F. Installation of new or resurfaced,impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ignaturerContact-Information,-Date-&-Count*-Tax-Map-Number)Chapter-236-does-notrappl}-to-your-project If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owne Design P ofe-ional Agent,Contractor,Other) S.C.T.M. ": 1000 Date: j District NAME: li - ���1 MLO 1 Section Block Lot `: FOR.BUILDING I�t:;P^.1zT It '�i-I USE OtiL. Contact Information: 571� i>2— 3 ✓1 1 4 ^ Reviewed By: - - — — — — — — — — — — — — — — — — ate: Property Address / Location of' Construction Work: — — — — — D — — — a — — — — — — — — ❑ Approved for processing Building Permit. 3 1✓5�� 1A-f1i ID Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — Ligg, Stormwater Management Con irol Plan is Required. UNJ (Forward to Engineering Department for Review.) FORM 0 SMCP - TOS MAY 2014 1 4b24 APPLICANT: S.C.T.M. 1000 s' CHAPTER 236 (Prnperry Owner Desi rocion gent,Contractor,Other) —M-1. b0 !t^ +S 12,( Stormwater Management Control Plan C11 ECK LIST V, NAME; e--&V' , S m6m,4-4 section Block Lot �' 2 S M C P -Plan Requirements: Provide ONE copy of the Building P mit Application. Vl,:mc V.u.r Date: >k The applicant must provide a Complete Explanation and/or Rea n for not providing 5lb °_?35�9 r t� all Information that has been Required by the following Checklist! i!ual,nc Tckylmne Ni mlN,. � I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide J stification Here! show all of the following iterns: YES NO NA If you need additional room for explanations, Please Prov e additional Paper. a. Location & Description of Property Boundari 0� b. Total Site Acreage. c, Existing - Natural & Man Made Features within 500 LT. of the Site Boundary as required by§236-17(C)( . d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land isturbance, f. Existing & Proposed Contours of the Site (Mini um 2'Intervals) 0O� ontact Engineering a - before g. Location of all existing & proposed structure roads, Back ill, OR Provide Engineers Certification driveways, s-idewalks, drainage improvement &utilities. 0 that the drainage has been installed to Code. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and dis barge ring. j. Location of proposed Soil Stockpile Area(s). ED k. Location of proposed Construction Entrance/Staging A ea(s). =FEROSION &SEDIMENT J 4` 1 8 201 I. Location of proposed concrete washout area( , Shall include but not be limitod ti 171. Location of all proposed erosion&sediment control measures. 0 A well maintaine Wire Backed Silignit ,. _ R. 2. Stormwater Nlanagement Control Plan must include Calcu] tions showing : that the Stormwater improvements are sized to capture,sto e,and infiltrate I Seeding of expagea on-site the run-off from all impervious surfaces generated y a two(21 inch 00 oils. rainfall/storm event. I 3. Details&Sectional Drawings for Stormwater practices are req ired for approval. I Items requiril)q details shall include but not be limited to: a. Erosion & SediMent Controls, [_] b. Construction Entrance & Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins,trencp drains,etc.) d. Leach inq Structures (e. . infiltration basins,swalel etc.) 771 1= )I, I:NC:I-NI.-.'' t.IN(G aE1) 1 tTPV1£ ''1' USE 1 N L Y Additional Information is Required. Reviewed & El Stormwater Management Control Plan is of Complete. Approved By: — — — — — — — — — — — — — - — — — — — — — — — Stormwater Management Control Plan is omplete. Date: I ~`��� I ® SMCP has been approved by the Engineei 'ng Department. - l FORM u SWCP Check List -TOS MAY 2014 1 ��f `""` I MENT- Electrical Inspector 'SoFa j�? R � 1 ILDING DEPART TOWN OF SOUTHOLD !:-DEC E C 1 5 2020. Town Hall Annex - 54375 Main Road - PO Box 1179 © ; . J14. Southold, New York 11971-0959 YZI '�^ � "�.= i`tc ?' h.k Telephone (631) 765-1802 - FAX (631) 765-9502 roalerr'�a�southoldtownny.gov — seandpsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN ORMATION (All Information Required) Date: Company Name: 'S ; Name: License No.: 2j C's email: m Address: Q° - Phone No.: JOB SITE INFORMATION (All Information Required) Name: _ Address: ` Cross Street: Phone No.: Bldg.Permit#: _ email: Tax Map District: 1000 Section: i H S Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) nd Circle All That Apply: Is job ready for inspection?: YES N Rough In Z()tf Final Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs '� 8'PILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD DEC 1 5 2020Town Hall Annex - 54375 Main Road - PO Box 1179 C* - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' Y V rage�� �southoldtownny gov - seandp_southoldtownny.gov -t. :4 •i 1�.. 'elf �` �. _. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN ORMATION (AII Information Required) Date: On Company Name: t Name: License No.: email: �\ g m Address: C11w1 Phone No.: O -- JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: .Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION-OF WORK(Please Print Clearly) n 3S\'C'\nol Circle All That Apply: -Is job ready for inspection?: YES N Rough In Z()Z$ Final Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION r^� CIP, It) INO Request for Inspection Form.As `� PERMIT# Address: Switches Outlets GFI's . Surface Sconces. HH's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service. .Carbon Micro. Generator Combo: Coo top Transfer AC AH Mini Special: Comments: 4 l APPLICANT:O ner S.C.T.M. - s CHAPTER 236 (Property Owner Desi r siona gent,Contractor,Other) —� Zzl )� Q /rL_ �1Stormwater Mana ement Control Plan C ECK LIST JAIvIE: GtlVt.zs lGWyut section 131ock Lot S M C P -Plan Requirements: Provide ONE copy of the Building P mit Applications Date: * The applicant must provide a Complete Explanation and/or Rea n for not providing 51(p -70 2 3511 �! o� >.t� all Information that has been Required by the following Checklist! !udbnC TC101 eNlnlw i I. A Site Plan drawl) to scale Not Less that 60' to tl�e inch MUST If You answered No or NA to any Item, Please Provide Ji it!f ication Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Prov e additional Paper. a. Location & Description of Property Boundari 50� b. Total Site Acreage, �00 c• Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(02. d. Test Hole Data Indicating Soil Characteristics&Depth tj Ground Water. 0 e. Limits of Clearing &'Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Mini um Z Intervals) � ontact ngtneertng a - 1 e ore g. Location of all existing & proposed structures roads, Back ill, OR Provide Engineers Certi ication driveways, sidewalks, drainage improvement &utilities. that the drainage has been installed to Code. h. Spot Grades & Finish Floor Elevations for all existing & I g201' proposed structures.I. Location of proposed Swimming Pool and dis harge ring.I. Location of proposed Soil Stockpile Area(s). 0O Ik. Location ofproposed Construction Entrance/Staging A ea(s). 00 OSION & SEDIME I. Location of proposed concrete washout area( . �0 all include but no i A well maintained t n). Location of all proposed erosion&sediment control me ures. 00 I 2. Stormwater Management Control Plan must include Calcul tions showing Wire Backed SilILI Of tr, *_ that the stormwater improvements are sized to capture,sto e,and infiltrate E O Seedingof . I on-site the run-off from all impervious surfaces generated y a two(2")Inch o,s. rainfall/storm event. 3. Details 8 Sectional Drawings for stormwater practices are retited ed for approval, i Items requiring details shall include but not be to: a. Erosion & Sediment Controls. 0 b. Construction Entrance & Site Access, 00 c• Inlet Drainage Structures (e.g.catch basins,trend)drains,etc.) 0� d. Leaching Structures (e.g. infiltration basins,swales,etc.) FOR I: Gl:�l.;t::Ft.INCa EP 11TI E J USE NLY "a,�, I Additional Information is Required. Reviewed & Stormwater Management Control Plan is of Complete. Approved By, — — — — — — — — — — — — — ; — — — — — — — — — Stormwater Management Control Plan is omplete. Date: �` ��q I SMCP has been approved by the Enginee nng Department. I. - i FORM " SWCP Check List*-TOS MAY 2014 N0-�- �; 1 . PARCEL 1 & PARCEL 2 ARE AS DESCRIBED IN THE LAST RECORDED DEED FOR THIS PARCEL (LIBER 9694 PAGE } 2. THIS PROPERTY IS PART OF LOTS AS SHOWN ON MAP OF PROPERTY OF ELIZABETH MESROBIAN AND IMPROVEMENT CO. INC. . YLEASIN AP EN OFFICE OF THE HONCLERK OF SUFFOLK COUNTY, N JANUARY 16, 1943. 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. ' 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 5-0 EXISTING CONTOUR LINES ARE SHOWN THUS: — — — — —5— — — — — F.FL. — FIRST FLOOR G.FL. — GARAGE FLOOR TB — TOP OF BULKHEAD BB — BOTTOM OF BULKHEAD TW — TOP OF WALL BW — BOTTOM OF WALL / 4. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO483 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE VE:. COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 3,397 sq. ft. 3,397 sq. ft. X 0.17 = 577.5 cu. ft. 577.5 cu. ft. / 42.2 = 13.7 vertical ft. of 8' dia. leaching pool required PROVIDE (4) 8' dia. X 4' high STORM DRAIN POOLS DRIVEWAY AREA: 2,400 sq. ft. 2,400 sq. ft. X 0.17 = 408 cu. ft. �jW W MCP 408 cu. ft. / 42.2 = 9.7 vertical ff. of 8' dia. leaching pool required W W W TORM DRAIN POOLS PROVIDE (3) 8' dia. X 4' high S W y W y PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: i •Y W • W W W W Sg W i W y (TOPS TO BE TRAFFIC BEARING) ry n Grp (NOT TO SCALE) 1 (�' GRATE OVER CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) CATCH BASIN FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER 1'-0" 8" TRAFFIC BEARING SLAB (max.) - PIPE FROM ROOF GUTTERS CRUSHED 3/4" — 1-1/2" STONE ALL AROUND LEACHING RINGS REINFORCED PRECAST CONC, S-0" 4000 PSI 0 28 DAYS 3_0" EROSION &SEDIMENT CONTROLS (min.) 4" (min.)— Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & E S�r. ding of exposed and/or inactive soils. GROUND WATER PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. DRAINAGE INSPECTIONS ARE REQUIRED OF IdF�,}`�` Contact TOS Engineering at 765-1560 before g ; C p AAX.) Backfill, OR Provide Engineer's Certification 0-p ���• DosT Y , that the drainage has been installed to Code. ; i AFLOW APPROVAL OF STOszMWATER MANAGEMENT 07 � CONTJjR e r 236 Date: A . N.Y.S. Lic. No. 50467pprRVEY IS A VOLATON OF ION NathanCorwin III 4 X 6' TRENCH09 OF THE NEW YORK STATEW/ COMPACTED LAW. Land SurV yor STHIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR TRENCH DETAIL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. (NOT TO SCALE) Successor To: Stanley J. Isaksen, Jr. L.S. j. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY CHOSEN FOR STOCKPILING OPERATIONS IS PREPARED, AND ON HIS BEHALF TO THE Surveys s - Subdivisions - Site Plans - Construction Layout DRY AND STABLE. TITLE COMPANY, GOVERNMENTAL AGENCY AND y LENDING INSTITUTION LISTED HEREON, AND MUM SLOPE OF STOCKPILE SHALL BEJ 2:1. TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 1 COMPLETION OF SOIL STOCKPILING,1 EACH TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS LL BE SURROUNDS I_--_ 1 H EITHER SILT THE EXISTENCE OF RIGHI,' PAYS Sox 16 OR STRAW BALES, ;d STABILIZED WITH 1586 Main Road ON OR COVERED. AND/OR EASEMENTS OF D, IF Jamesport, New York 11947 Jamesp_., -;,w York 11947 ANY, NOT SHOWN ARE Mc.,__- ;ARANTEED. N/o1F Tg °2 DpUGLA S SSEETH F ADE & JAj1E �0 � F` 8 � oF�°o �• >. �0 f �7-1% ' 0 �'s I J\ � LA (� 1 os. 12.9 \ \ X m14.4 lD '.'e• a '• W W 5.45,�Otf \ l . .D .. : e • D • ,e. . ' . n I °• D' D d \ d 10\ �O e / . ! V,b 1g• X17.4 /` �\ U5 D . D , .d d. d e ' .•' L \ \ X W W IQJJ _ \\ 12.3 D• •• b .e r \ 0• W \ \ 9. lij 17-5 x-16.z \ LS ex 'o Q�d ` Go c W \ Oy 17.7 \ \ 1 h '•' bJF' ��'Y \ \ \W W �y� � � rpC 18 0 / f\ ` �'."' \``�GONXJF,� ��W G'pn j (09 o o 'iza `' J (� 1�' '..... ...............:' IBC::':'::::j / \ 1p ........... :••::. E x TA ' %/ / / / / 1` 6.0 ,a ''' W W W n ` `t C` \// / �j / .v.9/ /X— / / / ' / /�W/W W W W W O� N�°W W •1v COD P�,) ' •" W W W 1 W /W/ W W W W W O 1V / C.'1 / /!//•a• W W W W w sew S 6 G STE1 OR WOOD •� EXTRA STRENGTH FILTER FABRIC POST (TYP.) (p REQ'D. WITHOUT WIRE MESH SUPPORT 10' MAX. O.C. SPACING W/ WIRE SUPPORT FENCE 6' MAX. O.C. SPACING Client#:5598 PETEEL ACORDrn DATE(MMIDD/YYYY) , CERTIFICATE OF LIABILITY INSURANCE 12/ M/2o2o THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Bradley&Parker, Inc.C/L PHONEo 631 981-7600 FAX 16319817681 A/C N Ext: A/C,No 320 South Service Road EMAIL Melville,NY 11747 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 631 981-7600 23329 INSURER A:Merchants Mutual Ins. INSURED INSURER B:State Insurance Fund 36102 Pete's Electric Inc. 23329 INSURER C:Merchants Insurance Company 2917 Lawrence Drive INSURER D: Wantagh,NY 11793 ' INSURER E INSURER F: COVERAGES - CERTIFICATE NUMBER:- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER MMIDADDLSUBRIDY MM/DDYIYEYYY LIMITS A GENERAL LIABILITY X BOP9096431 06/23/2020 06/23/2021 EACH OCCURRENCE $11000 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occu ante $500 000 CLAIMS-MADE Fx]OCCUR MED EXP(Any one person) $15 000 PERSONAL&ADV INJURY $ GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 X POLICY PRO LOC $ JECT C AUTOMOBILE LIABILITY CAP9264979 06/23/2020 06/23/2021 COMBINED SINGLE LIMIT 500 000 Ea accident $ e X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED Peorr a ciden DAMAGE $ AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION 14575864 11/01/2020 11/01/2021 X LIMITS ER OTH- AND EMPLOYERS'LIABILITY ANY,PROPRIETOR/PARTNER/EXECUTIVE Y I N E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION Joe Grillo SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 365 Mesrobian Drive ACCORDANCE WITH THE POLICY PROVISIONS. Laurel,NY 11948 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S649142/M647054 JLV REScheck Software Version 4.6.4 i Compliance Cd tifica$e Project GRILLO RESIDENTnE. Energy Code: 2015 IECC Location: . Laurel, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Mesrobian Drive MR. &MRS.Joe Grillo Charles Thomas Laurel, NY Laurel, NY Charles Thomas R.A. PO Box 877 Jamesport, NY 11947 631 727 7993 cdthomas63@aol.com Compliance: Passes using UA trade-off Compliance: 6.5%Better Than Code Maximum UA: 812 Your UA: 759 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Cont.Gross.Area Cavity Floor 1:All-Wood Joistfrruss:Over Unconditioned Space 3,339 21.0 0.0 0.044 147 Wall 1: Wood Frame, 16" o.c. 2,520 21.0 0.0 0.057 113 Window 1:Wood Frame:Double Pane with Low-E 459 0.310 142 SHGC: 0.29 i Door 1: Solid 84 0.400 34 Wall 2: Wood,Frame, 16"o.c. 2,230 21.0 0.0 0.057 103 Window 2:Wood Frame:Double Pane with Low-E 430 0.310 133 SHGC: 0.19 Ceiling 1: Flat Ceiling or Scissor Truss 3,339 49.0 0.0 0.026 87 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed buildin s been desi ned to meet the 2015 IECC requirements in REScheck Version 4.6.4 a 1 with th mandatory requiremen ist d in the heck inspection'Checklist. APIA � ba Name I Title ® Slghature 'Date 'A. �40 Project Title: GRILLO Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 1 of 9 • t REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified: -. Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, !Construction drawings and # ❑Complies 103.2 !documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the 0 !building envelope.Thermal ❑Nat Observable envelope represented on I❑Not Applicable construction documents. 103.1, ;Construction drawings and S❑Complies 103.2, !documentation demonstrate _ i❑Does Not 403.7 !energy code compliance for [PR3]1 I lighting and mechanical systems. ❑Not Observable $j !Systems serving multiple ILINot Applicable I dwelling units must demonstrate ; I compliance with the IECC ' I Commercial Provisions. 302'.1, Ion Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based ! Btu/hr I Btu/hr ;❑Does Not [P•R2]z loads calculated per ACCA ! Cooling: ! Cooling: ,Manual J or other methods ! Btu/hr Btu/hr ❑Not Observable approved by the code official. ! ,❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GRILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 2 of 9 Section # ; Foundation Inspection Complies? Comments/Assumptions & R:ei1.ID 303.2:T jA protective covering is installed to ', Complies [F011]z protect exposed exterior insulation I❑Does Not !and extends a minimum of 6 in. below U' grade. ❑Not Observable; ❑Not Applicable 4.03.9Snow-and ice-melting system controls;❑Complies [FO12]2 :.,installed. ;❑Does Not C�. ;❑Not Observable; 3 ;❑Not Applicable Additional Comments/Assumptions: r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GRILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 3 of 9 Section• Plans`V.erified, Field Verified,.` # . Framing/,Rot gh4n.'lnspection Complies? 'Comments%Assu'mptions- & Req.ID Value Value 402.1.1, Door U-factor. U- i U- ;❑Complies ;,See the Envelope Assemblies 402.3.4 ,❑Does Not table for values. [FR111 :[:]Not Observable ; ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :[]Does Not table for values. 402.3.3, I 402.3.6, ;❑Not Observable ; 402.5 I ; ,❑Not Applicable ; [FR211 303.1.3 I U-factors of fenestration products ,• ❑Complies [FR4]1 !are determined in accordance ❑Does Not :with the NFRC test procedure or ; ;taken from the default table. IE]Not Observable ; ❑Not Applicable ; 402.4.1.1 `Air barrier and thermal barrier 7,' .`#❑Complies [FR23]1 installed per manufacturer's ❑Does Not ; instructions. ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 i is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/i.S.2/A440 ❑Not Observable 1 or has infiltration rates per NFRC " " 1400 that do not exceed code "` '', ❑Not Applicable 1 limits. tt ; 402.4.5 i IC-rated recessed lighting fixtures i[]Complies ; [FR16]z sealed at housing/interior finish F ,,' ,a • ❑Does Not ,:!and labeled to indicate:52.0 cfm leakage at 75 Pa. F, ❑Not Observable ; ❑Not Applicable 403.2.1 1Supply and return ducts in attics ❑Complies ; [FR12]1 1 insulated >= R-8 where duct is ❑Does Not I>= 3 inches in diameter and >= ❑Not Observable ; 'R-6 where < 3 inches.Supply and � , return ducts in other portions of r ❑Not Applicable ; ,the building insulated >= R-6 for '• 'diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. 403:3.3.5 ;Building cavities are not used as ❑Complies ; [FR15]3 'ducts or plenums. +'. Does Not ❑Not Observable ; f .. ❑Not Applicable 403,4 . j HVAC piping conveying fluids R- ; R- ;❑Complies [FR17]2 above 105°F or chilled fluids ! ❑Does Not 0. below 55°F are insulated to >_R- 3 ;❑Not Observable ; ;❑Not Applicable ; 403.4.1 !Protection of insulation on HVAC t, ❑Complies ; [FR24]1 piping. ❑Does Not 1 = ❑Not Observable ❑Not Applicable 403:5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >_R-3. ;❑Does Not ;❑Not Observable ❑Not Applicable 403.E )Automatic or gravity dampers are), ❑Complies [FR19]2 installed on all outdoor air ]E]Does Not intakes and exhausts. ] []Not Observable ❑Not Applicable , 11 High.lmpact(Tier 1) 1,2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: GRILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: GRILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 5 of 9 Section Plans Verified Field,Verified #. Insulation Inspection Complies? Comments/Assumptions & R�q.ID Value Value 303.1' „,.,All installed insulation is labeled ❑Complies [IN13]2 !or the installed R-values ❑Does Not M provided. ❑Not Observable ; ❑Not Applicable 402.1.1, Floor insulation R-value. R- ; R- ; :Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 i ❑ Steel ❑ Steel :❑Not Observable ; ' !❑Not Applicable ; 303.2, 'Floor insulation installed per ,;❑Complies 402.2.7 !manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the (g) !underside of the subfloor, or floor ❑Not Observable !framing cavity insulation is in ❑Not Applicable !contact with the top side of ;sheathing, or continuous ;insulation is installed on the { j underside of floor framing and ; ;extends from the bottom to the ,top of all perimeter floor framing I !members. 402.1.1, !Wall insulation R-value. If this is a;, R- R ;❑Complies !See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 !wall insulation on the wall [IN3]1 lexterior,the exterior insulation ❑ Mass ❑ Mass j❑Not Observable !requirement applies(FR10). ;❑ Steel i❑ Steel !❑Not Applicable ; 303.2 {Wall insulation is installed per ! ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not l a #❑Not Observable ?[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: GRILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 6 of 9 Section Plans Verified Field Verified". 4_ Final.Inspection Provisions Complies?.. Comments/Assumptions & RID :Value Value 402.1.1, jCeiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood T❑Does Not ;table for values. 402.2.2, ❑ Steel Steel ;❑Not Observable 402.2.6 ; [Fill' ! ;❑Not Applicable 303.1.1.1, (Ceiling insulation installed per - $❑Complies 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every , '300 ft2. ❑Not Observable J❑Not Applicable i.. 402:2.3,::.'Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not +to soffit and eave vents that 3extends over insulation. JE]Not Observable 1 ❑Not Applicable ; 402.2.4 ;Attic access hatch and door , R- R- ;❑Complies [1713]1 !insulation >_R-value of the ;❑Does Not !adjacent assembly. '❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 lach in Climate Zones 1-2, and !❑Does Not {<=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable :tests,verification may need to ,❑Not Applicable :occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ; (FI27)1 determine air leakage with ftz ft2 :❑Does Not !either: Rough-in test:Total i ;leakage measured with a ; ❑Not Observable !pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler ; ! !enclosure if installed at time of ! ! ! ;test. Postconstruction test:Total ;leakage measured with a !pressure differential of 0.1 inch ! ! ! ! {w.g. across the entire system !including the manufacturer's air I ; handler enclosure. 1 403.3.2.1 ;Air handler leakage designated " ❑Complies [F124]1 !by manufacturer at<=2%of ❑Does Not ,design air flow. ]EINot Observable ! ;❑Not Applicable 403.1.1 . J Programmable thermostats ;,'• '❑Complies ; [FI9]2- j installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. IDNot Applicable ; 4011;2< Heat pump thermostat installed ❑Complies [F1101?. on heat pumps. ❑Does Not ❑Not Observable 7 ? ❑Not Applicable 403.5.1. I Circulating service hot water ❑Complies systems have automatic or '.J'; ! ,.: ❑Does Not j accessible manual controls. `' w l ❑Not Observable ; t I❑Not Applicable 11 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: GRILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 7 of 9 Section Plans Verified Fielii-Verified'^, ' #' Final:Inspection:Provisions• .Complies? Comments%Assumptions & Req.1D Value ; Value 403.6:1 All mechanical ventilation system{ ;` " ❑Complies [FI25]?' Mans not part of tested and listed ❑Does Not I HVAC equipment meet efficacy {{ Viand airflow limits. i❑Not Observable ; J❑Not Applicable ; 403.2•. 'Hot water boilers supplying heat ❑Complies [FI26]2through one-or two-pipe heating `" " {' „ ❑Does Not systems have outdoor setback ;`• ❑Not Observable ,control to lower boiler water ; temperature based on outdoor ;.' ❑Not Applicable ; temperature. , 403.5.1.1 Heated water circulation systems ❑Complies [F[28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ' :_❑Not Observable pipe.Gravity and thermos- ❑Not Applicable j syphon circulation systems are , not present. Controls for ; circulating hot water system = pumps start the pump with signal ,for hot water demand within the ; 1 occupancy. Controls ]automatically turn off the pump ; when water is in circulation loop j is at set-point temperature and i i no demand for hot water exists. 403.5.1.2"1 Electric heat trace systems ; . ❑Complies [FI29P "comply with IEEE 515.1 or UL 4 i : ,❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the }❑Not Applicable ; )desired water temperature in the piping. ; 403.5.2 J Water distribution systems that ❑Complies [FI30]2 - °`have recirculation pumps that ❑Does Not j pump water from a heated water I supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe ha e a 'demand recirculation water system. Pumps have controls t , that manage operation of the ; I pump and limit the temperature 1 of the water entering the cold F ,water piping to 104°F 403.5.4 Drain water heat recovery units ❑Complies [FI31]2tested in accordance wi ❑Does Not B55.1. Potable water- ide ❑Not Observable pressure loss of drain water heat ' recovery units < 3 ps for ❑Not Applicable individual units Conn cted to one 'or two showers. Potable water- ; side pressure loss of rain water { iii heat recovery units < 2 psi for ; individual units conn cted to three or more shower . , 404.1 j 75%of lamps in perrr anent j❑Complies [FI6]1 !fixtures or 75%of permanent j❑Does Not !fixtures have high efficacy lamps. 'Does not apply to low voltage ❑Not Observable ' `lighting. ❑Not Applicable ; I S 404:1:1 y Fuel gas lighting systems have ❑Complies [FI23]3 )no continuous pilot lic ht. _ �❑Does Not , J❑Not Observable ; }. ,j❑Not Applicable 1 High mpact(Tier 1) 1 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: GRILLO RESIDEN 7E Report date: 12/08/18 Data filename: C:\Users\Fred\ ocuments\REScheck\Grillo Residence.rck Page 8 of 9 Section Plans Verified Field Verified # Final lnspection'Provisions Complies? Comments/Assumptions &tReq.pD ' Value " Value 401.3 " ','jCompliance certificate posted. ? }❑Complies [FI7]2 ❑Does Not ❑Not Observable I❑Not Applicable ; 303:3 `` Manufacturer manuals for ; f❑Complies j pF118]3,, mechanical and water heating 3[]Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GRILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.29 Door 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments FORM NO.3 TOWN OF.SOUTHOLD DE PARTMENT EPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL Date tj 4..�. . k4, . . . . . .. 19, 2.Z To . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLEASE TAKE NOTICE that your application dated . . . .L J.3. . . . . .. 19 .2. for permit to aiLt,.. . . . . . . . . . . . . . . . . . . . . . . at Location of Property . . . . . . . . . . . . 4, . . HouseA�. Street J;GmJei County Tax Map No. 1000 Section q . . . . . . . Block . . . . . . . . . . Lot . . . . . . . Subdivision Filed Map No. . . . . . . . Lot No. . . . . . ... is returned herewith and disapproved on the following grounds . . . .. . .A.e.k9— . . .;4Za J 19. - .. . . . . . 7�1( . . . . . . . . . . . . . . . . . . . . . .00-� . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �c�,, atc OQ, Building Inspector RV 1/80 o��S11FF0�,�co y Z Town Hall,53095 Main Road 15 • Fax(516)765-1823 P. 0. Box 1179 y� �� Telephone (516)765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD November 30, 1995 Mr. & Mrs . Joseph Grillo 54 Elm Tree, Lane Jericho, NY 11753 Re: Building Permit #19636-Z Premises : 365 Mesrobian Drive, Laurel NY Suff. Co. Tax Map #1000-145-4-12 . 1 During a review of our files it was noted that the above building permit has expired, and a Certificate of Occupancy has never been issued. According to the Code of the Town of Southold, Article' XXVIII 100-284, it is unlawful to occupy or use a structure until a Certificate of Occupancy has been issued. Please contact -this office as . soon as possible so that we may clear up this matter. Thank you' f'or your cooperation in. this matter. Very truly yours, SOUTHOLD TOWN BUILDING DEPT. so�ryolo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold.New York 11971-0959 COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD December 1lth, 2006 Joseph J. Grillo 3 Versailles Ct. Glen Head,N.Y. 11545 RE: 365 Mesrobian Dr. (alterations/additon) SCTM# 145 04 12.1 Dear Mr.Grillo, Please be advised that your Building Permit#23312 issued March 18th, 1996 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$992.60. At that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. oF so�jyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q Southold,NY 11971-0959 O COUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE February 2nd, 2011 Joseph & Susan Grillo 3 Versailles Court Glen Head, N.Y. 11545 RE: 365 Mesrobian Drive (ALTERATION/ADDITION) SCTM: #1000-145.-4-12.1 Dear Mr. & Mrs. Grillo, Please be advised that your Building Permit # 32579 issued December 18th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $992.60; at that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. mt+ 4o m o qw� 2 � -r - C J � C HARLES M. TH O MAS R.A., PLLC 206 LINCOLN STREET ��r. RIVERHEAD, NY 1 1 901 } (63 1 )727-7993 CDTHOMAS63 @AOL.COM JUN 3 0 2020 JUNE 28, 2020 r'T"',1; 'v' DIFP';'.. Building Department - E Town of Southold Re: Grillo Residence 365 Mesrobian Drive, Laurel, New York Building Permit No. 43340 Dear Sir/Madam: This letter shall serve as a request to extend the above referenced building permit for 6 months from the expiration date. Thank you for your attention to this matter. Please contact me with any questions you have. Very t ly ours, C �� °��'�°�� M. ARLES T OMAS, R.A., ,ii'l, SURVEY OF PROPERTY SI T UA TE LAUREL 696 ��0� TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK w�` ` S . C . TAX No . 1 000 1 45 - 04- 1 2 . 1 O� Y Oe x SCALE 1 "=20' r5t o o DECEMBER 30, 2015 e vC CIS OCTOBER 5, 2017 ADD BUFFER AND DRYWELLS 0 0 p 0. � � � Cz TOTAL PARCEL 2 LOT AREA = 39,697 sq. ft. 0.911 a c. yo 01F CIO Q E \ T AS SEEETH 9 DOU S. S F �5150 F0U MO"RO ZE" y o , JANE (� STa6KADE & ��\ \ OF'00 ��. NOTES: t9. ✓O• CO"C WA xFENCE,,,,, �n2 ♦ `S� \ 1V 0 TES. 6>e \ _ �� Q� 1 . PARCEL 1 & PARCEL 2 ARE AS DESCRIBED IN THE LAST RECORDED DEED c FOB"D 5�,,\ N 8\ �1U y y S>, FOR THIS PARCEL (LIBER 969.4 PAGE 88) -12 BD�T S• 2. THIS PROPERTY IS PART OF LOTS 6 7 & 8 AS SHOWN ON MAP OF y y W ° 17.4 N s•p'�^.U^ ,6LO \ \ \ > P`` '9\ \ \ \ ��;W W ' '' PROPERTY OF ELIZABETH MESROBIAN AND FOREST 9 ��o IQ \! R T HILLS 5a. "� w A 16 \ \ � E 1 y o F IMPROVEMENT CO. INC. FILED IN THE OFFICE OF THE CLERK 0 ��` '1 1 , L r'" �6'32'\ 1\5° Q� 40 \\ \\ OF SUFFOLK COUNTY N.Y. AS MAP NUMBER 1381 ON 5 5 45 'C��� Cf 850 p 4S%,Itr D D 15.2 12.9 D X \ 6'e � � w/�� 'ql` s�AY , ` \ ° n d .\ d \ JANUARY 1 6, 1943. <� YCFL�� ° / 144X 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �O� 'O /�. 13.0 D •'`. .\ ° ......•. \bOt/ ` \ 7.1 y W W W W �O 17.2 .4 ° \d D. '"A��Ii /� \ �� EXISTING ELEVATIONS ARE SHOWN THUS: S.D D 9 10.0 \ \ 0+ �5 b� o :'• > ::,:'.. x \y y 09, EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - -s- - - - - 9� 5 •�• 1 �/ \ Q / \ \ y y J 19 g2 D e ♦ y F.FL. - FIRST FLOOR �� -� X \ 16.0� \� n . . D. / _L \ \ \ \y y y moo: T.FL. - GARAGE FLOOR I X \ D ` Q \� e - TOP OF BULKHEAD 15.7 \ \ y ,1 y ee - BOTTOM OF BULKHEAD e 2 \ n 17.5 9.5 BW - BOTTOM OFLWALL 16.7 \ 15.8 11�` GO P� X- n " X \X ° � \ \ �y y �� 4. FLOOD ZONE INFORMATION TAKEN FROM: OJ 18.0 177 / \� \ \ _ \\ F• A G OaG� \ \ \ �W y FLOOD INSURANCE RATE MAP No. 36103CO483 H I 17.0 G .1. G 4- \ \ BG00 FE"�E / \ 5� 8 o ri W �� o z•�w �, .,, ti� . . 1 \ '"� y yc �w ZONE AE: BASE FLOOD ELEVATIONS DETERMINED X 17.1 -T�-� o ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); go �o°Q5 \ \ \ y y F� �� J BASE FLOOD ELEVATIONS DETERMINED X\ \ �vp� 1����" ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. o a m 17.4 I ti Q� /:::::. p '� .. O I G p YC O \ X \ y W G �i 17.5 L 2.9 x J r::.:.. 61 OO�Q S. f y y y DRAINAGE SYSTEM CALCULATIONS: cS` Zn x 17.2 X m /.'. ::::. . :. :' \ ' 110.1 17.5 I:.:;:::::::......::: I I I 1 \\� W W W W W W ROOF AREA: 3,397 sq. ft. a $ �, � 3,397 sq. ft. X 0.17 = 577.5 cu. ft. a \ / I X ,� y 577.5 cu. ft. / 42.2 = 13.7 vertical ft. of 8' dia. leaching pool required ac o M�x '�'2 ". . 'S.' \ I / / y y PROVIDE (4) 8' dia. X 4' high STORM DRAIN' POOLS 17.4 QV�P• 17.5 �`� / / / _P0 �� X _ v` PO6�• N ':'•.�.�.`.'. ':.�'.:'�' 1� Q / / / \W �, W �, W W 1 7 �' Y oT o, oo / / PROPOSED 8 DIA. X 4 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: a 'C� /......:... G� 9.8 �0 �� / :........':. :.':.. b�/ o�. y 61p6.9 �� .':.':. :.':.': / / / / y y y J \ _ 1 W y 17.3 � 17.5 1� OO / /� if / / e C/ /I O / / W/L y/ W W W (��n •V V 1 7.1 y y y y 4` J W W W W W J•v 00 V/ y W W W w00'3 C 13 1/ -A . W y J� W I Yr /'I O Pjcp PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION.CIO .:..., •CP. r N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin iii ' 6�•� , TO THIS SURVEY IS A VIOLATION OF 5 ro SECTION 7209 OF THE NEW YORK STATE EDUCACOPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O: Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-262A REScheck Software' Verstion 4.�.`40 Compliance Certificate Project GRILLO RESIDENCE Energy Code: 2015 IECC Location: . Laurel, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 I-IDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Mesrobian Drive MR.&MRS.Joe Grillo Charles Thomas Laurel, NY Laurel, NY Charles Thomas R.A. PO Box 877 Jamesport, NY 11947 631 727 7993 cdthomas63@aol.com Compliance: . Compliance: 6.5%Better Than Code Maximum UA: 812 Your ILIA: 759 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Floor 1:All-Wood Joistfrruss:Over Unconditioned Space 3,339 21.0 0.0 0.044 147 Wall 1:Wood Frame, 16"D.C. 2,520 21.0 0.0 0.057 113 Window 1:Wood Frame:Double Pane with Low-E 459 0.310 142 SHGC: 0.29 Door 1: Solid 84 0.400 34 Wall 2: Wood.Frame, 16" D.C. 2,230 21.0 0.0 0.057 103 Window 2:Wood Frame:Double Pane with Low-E 430 0.310 133 SHGC: 0.19 Ceiling 1: Flat Ceiling or Scissor Truss 3,339 49.0 0.0 0.026 87 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildin s been desi ned to meet the 2015 IECC requirements in REScheck Version 4.6.4 a with th mandatory requiremen Prist d in the heck Inspection Checklist. G A �o Name III,Tltle ® Slgn ture Date 4 Aid Project Title: GRILLO Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Pagel of 9 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. tM1 ...,,. _;,�?�'«` `•;xr ..� �v-r.•{.r .,��-.yv:;r�•.,;�.n,�^.r c.r;.�rr:;^ ,::::,<.i'a'a^'::M"�A =`=�".." "'^;a':. ,-r�; v,. .,:.-•�u;::a e•�. -.,r.;.d.y..;-.,,... Secti'on;, <�:'� r� <>y rs;. -., +�>:;� s,- -��c;;r;.,:, , :�,,�,�._�;�yx:•�`s=.<:� �:r�'��,;�' `�'�i�.�«�rx�,,,=:< •��•�' °y:.iE•';c.r;.^s✓ i� ",`.ai3'»''k xv.:Y '? ri.�r.♦,,.?S:�T:.S... "a��ti��ti'"o' :11i,.;3�• ,.b "'i,,t. :r'••1:=. }'.. .S.G. "Y acf t Plans V.e"rifiedk.,I,.Fi'eld Uerifiledf !;#A:.F'.;,n Pre;Ins section/Plan Reviews< >� : ".,z.� a;,:;.f p _k..; a:.•rYti«,s _+, �3+,. 2y,a �y,t '.r T::� :�.. h ..; ' .$. omments/Assumptions: ��}}ttqp ,. �� � r„. ,..D'x}• c r6 � _ r ,slue"' x � ,:Value .'�r �p ,.. �.,xr:.,�,,. 6ac{yRe. ":IID.r.Ya..;'s;...'.'sr.., t � �; i r'� �.r�`�`s:rw fit.,,,, b'v 5?`s�� ���iv' .;of,.- snjlty; _rs,.�-e>tf`{_Tt,�..=cSW�'i � �?;�tr,.:•e eenn 103.1, Construction drawings and `4 i ` 'a' * E, 9 ,- �� - .'��+� 1'.� .�•; .�❑Com lies , 103.2 !documentation demonstrate 4 ". -' ❑Does Not [PR111 ;energy code compliance for the ~" .,1• k • j !building envelope.Thermal 2,❑Not Observable ; !envelope represented on .`` ❑Not Applicable construction documents. :fj,SW.':}.�.:<< #?$ir°''�;ttfk'`�" 6:; ti5. M4M:N 103.1, ,Construction drawingsand .r,�• •�s= -� "�� i�'`s , �� ❑Complies 103.2, 1 documentation demonstrate 4 ❑ ; � Does Not 403.7 ;energy code compliance for �, [PR3]1 I lighting and mechanical systems. []Not Observable ; ,�.. .i - .a Its'." !Systems serving multiple .a�� "' '" �` � A. ''t'�� ❑Not Applicable ; dwelling units must demonstrate ,compliance with the IECC ���� -• r:�,tY.;_, ,��:�;, , Commercial Provisions. 3Q21` Heating and cooling equipment is; Heating: Heating: ;❑Complies ; :4:03z7r sized per ACCA Manual S based I Btu/hr Btu/hr z �,•�,v ,❑Does Not , ? jon loads calculated per ACCA ; Cooling: Cooling:Manual J or other methods ;❑Not Observable Btu/hr Btu/hr approved by the code official. I I ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2:, Medium Impact(Tier 2) 3T Low Impact(Tier 3) Project Title: GRILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 2 of 9 rn V, X :Tt -F. 1 41, M-1 M'; ft'd-th ttidn" "K a on, n!xpeL2y ..'."_0mMentS/A55UMPT10F1 A protective covering is installed to ;L_Xomplies protect exposed exterior insulation ElDoes Not and extends a minimum of 6 in. below -r Not Observable; v, grade. Q :,E]Not Applicable Snow-and ice-melting system controls LIComplies installed. :E]Does Not UNot Observable! �E]Not Applicable Additional Comments/Assumptions: Low Impact(Tier 3) TFIFLow—impi 1 High Impact(Tier 1) Medium Impact(Tier 2) Project Title: GRILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 3 of 9 g -oz 5 60 iClll� e I! M" t', 21 ab am "Man 402.1.1, Door U-factor. U_ U_ ;E]Complies :See the Envelope Assemblies 402.3.4 i ;E]Does Not ;table for values. [FR1]1 :E]Not Observable ',E]Not Applicable 402.1.1, !Glazing U-factor(area-weighted U- U_ :E]Complies :Seethe Envelope Assemblies 402.3.11, average). :ElDoes Not :table for values. 402.3.3 402.3.6, UNot Observable 402.5 :E]Not Applicable [FR211 Me, 303.1.3 1 U-factors of fenestration products ElComplies [FR4]1 !are determined in accordance LJD.oes Not with the NFRC test procedure or 0 !taken from the default table. E]Not Observable E]Not Applicable 402.4.1.1 'Air barrier and thermal barrier OComplies A1`1 [FR23]1 installed per manufacturer's LJDoes Not instructions. 2 E]Not Observable E]Not Applicable 402.4.3 !Fenestration that is not site built LIComplies [FR20]1 I is listed and labeled as meeting E]Does Not AAMA/WDMA/CSA 101/i.S.2/A440 E]Not Observable or has infiltration rates per NFRC 1400 that do not exceed code E]Not Applicable ;Iimits. .................... IC-rated recessed lighting fixtures ElComplies R sealed at housing/interior finish E]Does Not e,"and labeled to indicate:52.0 cfm E]Not Observable M leakage at 75 Pa. M E]Not Applicable G 403.2.1 1 Supply and return ducts in attics OComplies [FR12]1 insulated >= R-8 where duct is << []Does Not >=3 inches in diameter and >= iR-6 where< 3 inches.Supply and []Not Observable return ducts in other portions of ic i E]Not Appl able ,the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 I for<.3 inches in diameter. Building cavities are not used as ElComplies ![FARIAr4 X11 ducts or plenums. 0Does Not M)11'1.`�_,4�1611� E]Not Observable '5 E]Not Applicable 40_3'' - HVAC piping conveying fluids 1 R- R- ;ElComplies above 105 917 or chilled fluids i T]Does Not below 55 LIF are insulated to�!tR- b 3. Not Observable i I ;E]Not Applicable 403.4.1 Protection of insulation on HVAC ElComplies [FR24]1 piping. 0Does Not []Not Observable []Not Applicable 49A'. R flComplies Hot water pipes are insulated to R- KI 8 ;2t[1-3. ElDoes Not At VNRIV UNot Observable W 1,E]Not Applicable Automatic or gravity dampers are ElComplies installed on all outdoor air E]Does Not 'I intakes and exhausts. '[]Not Observable AA E]Not Applicablej 11 High Impact(Tier 1) ;'2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 6RILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\Fred\Documents\REScheck\Grillo Residence.rck Page 4 of 9 6 Additional Comments/Assumptions: 1 High Impact(Tier 1) µ2' Medium Impact(Tier 2) '3 Low Impact(Tier 3) Project Title: GRILLO RESIDENCE Report date: 12/08/18 Data filename: C:\Users\F,red\Documents\REScheck\Grillo Residence.rck Page 5 of 9 , ' g. ON 06 All installed insulation is labeled E]Not Observable E]Not Applicable 402.1.1, Floor insulation R-value. R- R- UComplies ;(See the Envelope Assemblies 402.2.6 table for values. E] Wood Wood Tboes Not UNot Observable :E]Not Applicable 303.2, !Floor insulation installed per x ElComplies manufacturer's instructions and [IN2]1 in substantial contact with the E]Not Observable underside of the subfloor, or floor - !framing cavity insulation is -'U E]Not Applicable contact with the top side of :sheathing, or continuous !insulation is installed on the !underside of floor framing and !extends from the bottom to the :top of all perimeter floor framing Rif- 1 members. 402.1.1, Vall insulation R-value. If this is a R- R- ;T]Complies See the Envelope Assemblies 402.2.5, �mass wall with at least 1/2 of the E] Wood 0 Wood UlDoes Not table For values. 402.2.6 !wall insulation on the wall E] mass E] Mass [IN311 lexterior,the exterior insulation UNot Observable requirement applies (FRIO igg 303.2 !Wall insulation is installed per Z11- manufacturer's instructions. E]Not Observable ifi,llil E]Not Applicable Additi »maKCmmmmmemts/Assonmp0oms: 1 High Impact (Tier 1) Medium impact(Tier 2) Low Impact(Tier 3) ' ' ` Project Title: GR|LLORESIDENCE Report date: I2/08/18 - Data filename: C:\Users\Fred\Documents\REScheck\GhUoResidence.rck Page 6of 9 ' ` Project Title: GR|LLORESIDENCE Report date: 12/88/18 ' ~ ` AV M ND pq All mechanical ventilation system ElComplies tF'1'-.. fans not part of tested and listed E]Does Not HVAC equipment meet efficacy ble and air flow limits. E]Not Applicable Hot water boilers supplying hea through one-or two-pi pe heating []Does Not systems have outdoor setback control to lower boiler water E]Not Observable temperature based on outdoor Heated water circulation systems DComplies system return pipe is a dedicated return pipe or a cold water supply E]Not Observable pipe.Gravity and thermos- E]Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop fl is at set-point temperature and no demand for hot water exists 443 Electric heat trace systems ElComplies ply with IEEE 515.1 or UL E]Does Not 515.Controls automatically E]Not Observable adjust the energy input to the E]Not Applicable heat tracing to maintain the desired water temperature in the' Water distribution systems that ElComplies ElDoes Not At,11301AR, have recirculation pumps that pump water from a heated water E]Not Observable supply pipe back to the heated E]Not Applicable water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. Drain water heat recovery units V tested in accordance with CSA If B55.1. Potable water-side X, pressure loss of drain water heat recovery units<3 psi for EINot Applicable i ividual units connected to one nd I or two showers. Potable wat er- side pressure loss of drain wat er recovery units <2 psi for eat individual units connected to three or more showers. 404.1 175%of lamps in permanent OComplies ifixtures have high efficacy lamps. -]Not Observable Does not apply to low-volt rf�l E 'E]Not Applicable 4N4%1',1-'At� Fuel gas lighting systems have ElComplies no continuous pilot light. E]Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low impact(Tier 3) Project Title: GR|LLORESIDENCE Report date: 12/08/18 Data fil|enanne: C:\Users\Fred\Docunnents\RE5check\GhUoResidence.rck Page 8nf 9 . ' . IS e eq Compliance certificate posted. LJComplies ElDoes Not E]Not Observable Ehot Applicable Elcomplies ME Manufacturer manuals for R 2�, ' mechanical ting ElDoes Not and water hea systems have been provided. EINot Observable EINot Applicable Additi »mmUCmmmmnentm/Aasommpdoms: 1 High Impact(Tier 1) medium impact(Tier 2) Low'Impact(Tier 3) ' / ' ' ' Project Title: GR]LLORESIDENCE Report date: 12/08/18 Data filename: C:\Usera\Fred\Oucunnents\REScheck\GhUoResidence.rck Page Aof 9 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.29 Door 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments . t " f oil X,rT 4n o ,{ lr5�� NCB Q N rl I. I -�- M. rn M � L><,�Z f��' N C� N = N�✓'\�',�.1� GOIJ�'�i�UG'��r�►,.I ,la` i �► PEt;�"1T REQUIRED f0.3 — _ ALARM SYSTEMS UNDER ALARM LF�t�' �LUPfER CERFIFICAFION If copper tubin a i� used {� (LEAD CONTENT BEFORE N L J _ for inter distributing f , N J cyrstom; piping €h2Il bo CERTIFICATE OF OCCUPANCY Nl>l _ �+:1�� 'dn;330 Q Of typos r or____�only SOLDER USED IN WATE ur.arR�'i'RITERS CERTIFICATE SUPPLY SYSTEM CANNOT R�.uv�eiNG �nP� �� n s� �sn REQUIRED EXCEED 2/10 Of 1% LEAD. ALL mum wASTI- �4 . �zx r ti I c,�► _ � Es V:"."TER LINES NEED la3f� dn33Q 'C7(,, r �I 1 TESTING BEFORE COVERING 10 44x N N \ iL - _ APPROVED AS IDATE,4�I PROVE NDTE� FEE. $,p 1 ( i \ �� \ \ N 765.18 0 2 UtLOiNG pF ---IvOnFy FOLLOWING t/4M TOrEr�r r 1. FOUIVDAT NSPEC7.16,�,,,i Fop yE z. Ro��H UREA coNCR�'RCc�uto 4' FN gULATION A�fNG � pLDM$±N CZ I I 4 L G ALL CO STRETEFOR C.0 TIO/v MUST THE REQUIRE CTIOIVLL SHA Srq CON MENTS OF MEET cooE SrRuc77 T"� N.Y DESIGN OR ST SPOIVS FAJEF G V CONRUCTt OR OIV ERRORS i a 17 I'� I�•� �/ . H AA S E ' °��ti�� DULA & ,� v �► �,,:.%L ' i� t � �1�� `� " BR�UDI associates P. C .'ER ' No.6 76 ,A,. ti l- TE,o CT 'r P' A �`� S 1 � Tee- -�A,— ' 1 '` '� 3900 Veterans Michwa , csch„wia 1,Y. 11716 ---- ' 516 467-3200 1 r 0 n;-3201 11 q rA. If oA, A'" STaRS. � n o it v,o 4-, n.�.t✓ P��t'IP�Iwi S��Lt. 3<: k- Ga"PER c-��.��, 7 ` J •� Q i:.— -- �,�i3 ,�� �. /� 5. A' S"� ,1. O tl +-I�:� Q O LJ' Lf •L1 P .Q -(D -�Tf �,G? ! ,�i� (�- ��D �\ .�3• �cN�I-?i 4 �D. L. " U G'C:)-Jr.1f G'�©—�5 SI-•lA�..l. P.�C I ,�,C�-emu i ,�p�II.EO, • �'('� ,,, 7, iZ� -'�o.v- �v� !d•" -;t-�;G� .v-1 TE I"I oe 15 Fi F.i~f'tCG P'F_G J. S -Z I v ><Soh(� _ � ,-� (� V r2ll ?I I i ` '� — --- _ ONf�1. 1 4w 1 1 tf�1t74 I ��- oil v(�/'�1 ) � 11 1 5�* - :A' e �U� Ito 0 . , up T u .ESr � c •* I ,� s , ,+� I' �� If __Z �� c•.: o o J� ~srU Q�. �0;5,� to L. ^- ? �, �1��l�)���►� /��►>��. �, �l��.r'Z� �,�I►� �/� ���-.��� N ' � , � ��,. ..�, T, _ _ _ _ a l �x,ST'1.J� ��/ALLS ;o , Aq 1- ' � _ O �f � ! � ,mil,.., / r � � I � _� \VALE`� @ � �' F�..0 Ca` Q1�ri lid I'iJ'f I Gig �. L'Cj 1 I i I I I I 11_ -�%' l� 3' ' ` 1G•l '� ll ' '. t 1�Gr CD N. C:1 i�ip roowl/i _ _ ra l f 0 i 9 ' I - �1 � �'Cr 11 � - •' • 111�#a� ��p� PE RtMA-S H I E LDr' Casement Windows WHITE OR TERRATONE OP/Overall Product, In Place iNM- X G x ZG' BASIC SIZES ' - - - _�`�-• , p j N _ _ - UNIT DIM. 41'5'i 12'0 1r j2'4 A�. 12%9 a +3'-4 i t 4'0' _+ i-4'•8 1 -5'11 7 2'-11'5 4'-0„-4 -5,11 7 , I I ? - GRILLE RGH.OPG. 1'ST+'{20 �'1?'4 +2'-10-t '3'S -4'0- - 49�— —6'0 8 - 1331'."i ' �g 1-4'0 —6'0 8- 1 PATTERNS _ s 1 3 <.: t 2 e x e i -- 3- /-43 5671 T2' e $ Ir194� ipq"l r12 e 1 168 } 194 t 2q" - 1946 6• - 1 �_ ^c • - .s /f GLASS— t12 �c� � � 2 r— V.� 1 (/�//J�1/J/J,�.�/qtyj.•�♦ Y II1 •I� 1 � , � �O) �.)U ! �H2 N �._. CR12 . .__ 1 �v f / I �f �V%�✓+I•�I�rI 1I N '_'T'. II = .'i1 L � 4L C3 CW1 C23 C33 CP23 CP33 r-. . 0 .,..s.�.i -- r...t:.,gin r-mw_^'•n �c.,�=9g-_s+,,.' f•--...+, .., Pam„^ ." _ 11..s...r G 6 i- CR135 C135 ` Ct4'13!)* CR235 Cv235 C235 CN,. 5« C335 CP235 CP335 I % ¢ - _ — rj,/+') _ __ _.. _ .- ��� I � M 1 I i .., C7 1N~•'." 1✓ �I .J�• 1, mm,� I', F� I - t 4 1 - is �- / I�/ V'I%' I�"•I 'i 1 t !_ + v v E �: fr i '' '.j _il �: i'lI - 64 L ,r ; C1114 C14 '14 C1124 C2a ` - „ .- - LLCP3 4X N e� � \� ( ( ; �r�;.,•„o:� l ;f -{, ` 4 C3a CF'24� 4 Z GLASS.. 0� 65T�' tF a 5 C 1, Ct'1 51= rv/ 5 1 3 1" 1. .— � � �,(� � �•�� / �,`�` ��� � S:RS CS CW5 CRt C � j- C2S ,..?5,* C3`, CP305 CP25± P„5 - � \A 1'� +'v'� '' i.//+���� _"'•` 1� r • . �1 ! ';� +'N� C ' rZ7 C,;t', �Cfi Cv:G CR16 C16 C',,,;♦ {;..« �. r�IQ I , C26 C4'a?u CP26 oa - 1A StIIEi.i)�CIRCLE TOP WINDOW-CASEMENT AND AIVNING SIZES -. - � ,/p� -"A,/„♦ / � �� 1 � '� � RGr1'O�C 2 4' . a-0; _ .? -.a 9l t - r - - - X GL ASS••?,n"'_. _ t9T- t *' 6 0�. Ox 1 i 23� . + 43�.. ..67CD ' I � ✓�� � — - CTgCi' _ ..._. CTC1 CTCW1 CTC2 CTCW2 CTC3 — --— --- — n� _ 'l'nobaructed g!:{av sizes shnw•r in mchrs. / t'Arrr'.rzNs L r��,, �? /d l PICAL COMBINATIONS -A _ I'I'f'iCAL CC)!1't1,iNA"[IONS T �to - _ - WITH CASE.NIENT UNITS• � IVITII AII'NiNG UNITS ,L�:7' /�r� �� 11 • CTOr;I CTCT CTCW1 CTC2? T(W2 ACT 3 it s T Cr CTCt CTC2 C1C2 C C13 Ct CTC2 CTC2 (f" :i`, CV114 Cl5 C1':2F, '15 A21 AN•11 A41 A42 AP421 PI:R°11A SIIii;LD�"CIRCLE TOY II'INI)OIV-NARROLINE`�SIZE'S TYPICAL.COM Ill NATIONS IVl"1'}{ NARROLINE UNITS , �u I-o ' UNIT Ola+ 2- � 4r, • - -- � - fi 2-tq } f 2�-S� + i �D��� 1 r 3'--1a� -t 1 3.-S� .cr Rr;H (iF'G r ?-2> 1• 2'@p t r 2 to • • 3'-2a 1 1 3_6'' ..y , F/- • a GI ASS 20v -� 1 24 w,. + 1. 28,1, ---4 . . . •a 32t' • ' .gpe .-.• . 01, t-=xJ 5"i�-4 ~ CIN'Tt CTrl.14 CTN?8 CTN71) CTN34 .•a� ff�py � '1.1_} VAI t f'f�NS I I- -' ( -- (_5.1�� r �`�_� S.N?C CTN74 GTtJ7P, CTN30 CTN'14 20,12 243,0 2842 3048 3a,; f 4.4- 15. ._ -�`^� `� ' BRUD1 l C-^� � `� ' - cam'' ' lL � Imo).�� � � �♦•...."'�-`"�,,, ��,... /�''`,I '�x15, IN� '�,��I Fl_o©, . �v �E�.r. A'D'� , !a°••! r• , /I� � � �� -�,� ,. associates P. C . RCHRTECTS PLANNERS No.01 3 b 1,3900 Veterans Highway, Bohemia, N.Y. 11716 516 467-3200 516 467-3201 i { PERMA-SHIELD® Awning Windows WHITE OR TERRATONE OP/Overall Product, to Place r TYPICAL CONMINATIONS (Narrow Mullion) .. Q 1 16 '0 3 1 it _ UNIT DIM.42'•0 i 4'-0 6'-0 5 --6'-0 - - �� ' 13 -g - 0'- 1 1 i1G{ 71 •0 2,. 9.0$ i 1 3''��8 1 4 - -- -10'3'�� _. Will 1 T, fit AN31-2 J I AN3- _ :+- :♦_- _ :- - AN31-3 AN3Ci1-2 �i13� AN31-12 AN:�1-22 AN31-32 _ ---' 3.,1-22 `_ AN351.32_ - � - 1 AN3t-23 AN3133 2- - . � ,T - ---, AN3S1.13 AN3�1-23 _-AN3�1-3:3 O C i � � ♦ ♦ A21 2_,1 A21 3:.. A31-2 A31-3 -' ( A351 3 .'" (/ 00tl O 9 I� ♦ .1 A71p1!2 I.3A21-12rJ �• 4 I' 1'i ( I!' 7�1 z.`. .1 f O ,r��j ` _A71 32 A3�i1 2 A351 1_J 1 • \�// ( f\f�/\ r-+ p pry H( r I 1 22 A3r 1 3? Iy / pia I ., ��Z� cz��z) 3(Zx12) 3r��Ta� , Iq r • - _ _ f: _ _— __ - --_ — __ — - I � 1 -1 '3 i• ..ij, I } ;a i. 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STMS, m., To RE m,5 PtEt go. 1 sl f�` v'T � , - - _ OR BETTER WITH: Fb 1200-PSI, SI44�� ! t►b 14 00 PSI, REPETM rare s�I 6- �j G�1 - 10 �! / � - I. STRUCTITRAI. S'TEPt TO AE A5"f'N A36, DN"T'An�D, PAEjt�k'Tb An, � Ct�i! �: AI�C. INS LLOA4ON - - - y 8. SOD SILLS TO BF 2 2 x 6'st ('�'�I1�Itti't= M .!-+ ) " �1C1`.s�x r""L" R g* ;M e�� O.C. t ` 9. ALL I2R.1'•UITRE TO BE Sfi1prol1"m -Sl' A" x 4" S`l5 (' ) 10. P1tC3w'"nn- t1€!UI?LE t:tkk mRS A" AT Au AtR ,IL.'�"J Vt t-j'yJnt V�Yr. }a k f.$j}yG €�� s .. Ali 1) PAIZT ITe IO IZS S t3"ri"8 M P11RAUrl. t0 Ste. 11. PRTr'p',*EEG TO IM, EtTREA SOLtb Oh i" it 3" PIR 18 C:A. iv_ C. 12. At- f:;�AMn TO EL 2 �- 2 it $'a MUPSS ' D "t;R: �- 13. 'TTIE TOP AIM � ,EDC S OF Jtifft,"TS kAT ft .tOtCti b "C to ftMn 14. ALL ST1k1IlftVRAI. WWI) SHALL BE EBPT 2" BACX P20ft CftbMXt9. \ y }may _�/ �/ 15. JOZS'tS E`,A: ARS ETC. Ta BE " CO" OR ' `i £ L�'°�m. 1 ZQ •ro ��NY x �'€/ fi�'f" 4/` � 1 %�i.l �%i ter WAL 1 ALtY P1.tYS1i g i u 61 �,p`� �. �f A-���__�f,}�f fir ' o ✓�,�,r .�f��,,�1, i 16� � 4„ Ptttna�n C.r�NCtrtr'!'t5 StL:At� t+�3�t�a 6" . ar* x�rt'>rt' . t � t+ � � sty, �������� •� � �. r�'n'iel�. ._ C/tfl�► � � � VAPOR 13AttPRIER btr 6" 1.'IiLL f- �r WIT' Acm Sm e (1:� 't. pTLL. r a ° •vim "-€ f�, fi O V J�-�"r'-"..•'LV"�i i/ 'Yc% 1''' �f� i � f'� ���i'7 I ! �y{y S • t lf. ALL Ct3 'Ct;isfi'EAtfl;Cit 100'II1: 5 E 1' - bS I1II 61��i , t, #• t �t °w;' 'e tM '� '.a (CJ.'ekp § l[# ,b7 ►1i'4: .'' ., r.� .�• � M-71 18. TIU? ERIOR 5t?RFAC1? tlF ALL f"O��Tt 1,ALLS ��`� ��°'�!�` jr t, *r.,,�. , BE D/UtPROFFED VM AN Et.ASTIC COAL TAR BASE, SELF PPtIJIVIM nt 1ritoD'S MAST C er�,?'u _ 4 xe- s / V \� �� - - - - - • !^ T4' ,_._ ., . ..». , e r .., y 19. GRADING AROUPit) M CONSTRUCTI&I MtAt.L St.Ott V,-t ` Air .R tIt'ti `4 irClkI V 4�� s� ....t.,`+i ,' ,.-*• q � - -- --_- - - - - __ - - - - -. - ��6.T«Y u�f&� .1r. yI; :.reri� � SS ��� f :F • - . L '-" �, a r :�'y• �n"••' i \ � ` �..� ��rvF• � I /. � ' a, n �'r F., ,.� # '�``� 20. FIREPLACE FOt1T'ImS SI'iALL I•:7CT'E11tD -6 " ALL Sif�"`�" ,� ' t °z t 77 7��'�1 F'CRt:� � � ��;, �t r E t i s Y .F• R t 4 � €. � is � .` h t, 6 if��l.��.ha'�l eS �4 /// < / / ! •.,re,e ..:' F•* ' �. •^ ra ` tr•-* ,n-'W.r+ F .P"•2. n 11 G t ,LLR-':s •�,i� .. �'M � " i. fh 4.. t C ,. '`G 21. PROVIDE . AIR 'GEtvTS AS PERN.T.S. v c r . ,.4 .:, . , -/ 22. AT LEAST M SI .., E-ST'A'TI!D(7 !C; \J $nTH SECTION A510 SHALL BE t1UV%P1M S'r CES O:I frktn AM SHALL BE LOCATED ON OR "EAR TtM C9tI,IN0. io � � �`. , }�4.rK•'.,,,, �s.Y.:Y rYe+4....r.�r..Y.4�W.k+ii+iat.,i"ri:. -�fi . // __ \ A\` �' �A$ ..1.a �•^°.n,Y,. .94.ri,iy �.rM..,.,,.,.'�.4, � %///,_// /�%�r r � `'\�\'M�� - �••rnTz_,�-.. .:. . � � . , .- Y '�/-�y"�I(�/TJ/1/-/1�,-•�/ ��I 'l� i #C9 ft, J t AT Lt���T �x'vY:.t�a`Vr,r_:� {y1 i..t rt i.l23. IpGlRllr5s OF wl�rOVs IxDIOht"Eb IN NIMt. F ?$S IOt t.Lbn„avY '! lS, g�9 i i�uLE k 9 SPACE, EXCEPT RITC / ,9 .e:• e. 1 WITH A 14IN11-M�t CLEAR OPEN= OF 1$ 1-d-D 1timv to AT A vlLt; t.bi 3 6 rri�5t tur ° �y n F ''$+-.�9 y,'1 syb X3 - - rj t p Y ED AS tMTEft 1rL00R AT ABOVE GRADE TOTAL L�CAt'IOIt Aitb 4 b �.� L�u��l�,:�� �ifaj Clw�t�1�J � eSAUE a ?ttNlt.tCtFI AREA OF NIiLDi7,4S AT3D S►;Tt.IGIItS Stt LL LE S CP TkhtbR t,',taL t�.?!l. \ 1�lU � � � / �c• Fs.:r 1 _av Fad": 24. CLA2` C tW SttC7: LOU, R I`zC3 IF BUILL--G DEPAR$ �t�T AT T3tX)Its. r AF1J tidlt:G I` S l€fyil Tisti L ET AND ENCLOSURES, SHALL ttE SO SW73t), CCst'IS'TRUCTI'Do TRrAtTRD Oft CCITWIt't1 t4tTH 0114I-*R 9 Arvl TO 4 F'I:A FbIl THE , r C;:,L0`,`JI;•+G I SPECTIONS: 'HAVIZTALS AS TO 111N241I2E tV kTCTtVF-tY Tit?, r-OS51BILI`LY GF It JURY to 1 kt=rS� IN TSR .: 1. FOU.N!DATIOW - TV O REQUIRED EVENT WE GLAXIhG IS CRACKED OR PR0 3. �..>-, FOR POURED CONCRETE 4. , 25. ALL CONSTRUC`IION SHALL ICE IN AeCCO�'RbArCE LIItilt vin Nt fl YOM STAIR LI[II1[Li�It G C�I=�iS, 2. ROUGH - FPANNNG & PLUMBING t THE IMW YOitK STATE BUILDIBC CONSTRUCTION Ittr4Y;UAL A-", Tat I-RV ,YOr.-I STATE MiIilticy : :s u ,3. INSULATION CONSERVATION CODE. 4. F11"41AL - CONSTRUCTION MUST _ BE COMPLETE FOR C.O. ,.•... t26. ALL Io UtMTI�G ,FI TVItFS rVALL PE I1?i1tV1f1F�:�Rt�I.i' ;':{x' ' .i? i`:;:i).'r,"'.:xFi"Rj:} XS i�l oilF:d:`D T. , t'€:Is -� �. , f.., M /, ALL CONSTRUCTION SHALL MEET •s::. 4r ,,__..,..F p . t /,U` -. r*'(or. t _1 �`f CODE (Tas cong). cAsr Is.o� I�t�� s�„�.L c� i; �.v� � ��:� LOC��I. 000it T, zjl�;�.t;t„axs �'.��r1 ; Y a �a THE REQUIREMENTS OF THE N.Y. r Y$_ c " �''� , °• ^���-� STATE CONSTRUCTION & ENERGY liTi'e"�.t^F`vLD JOINTS, 1'ICE SITI'r;kT8 , -1) CLc#:�.0UrTS. «•aY.'. CODES. NOT RESPONSIBLE FOR t '� , r -y g A 27. ITFATTGAD COOLING ?STGN-0, S"cWl WiE Pt`f U'Iit .y , DESIGN OR CONSTRUCTION ERRORS LI D: I i P � _ `�f ' , •� .�`�€ �"I�. -- r.o t.. e �`� .�0 •. . d 2$. I LI�CTRICAL D TST RISU2IOti S1'S iI�15 SW A. COOLY tt tTn 7['lIl? f!AT its tl.L T? ::Cl ?IC�IL, . `•� r '�' f" ' ,1r ►.� t?�?.' i ! '✓'�� I l�.a s 29. F.LT?C'TRICAT. .lxt`tWirft At.M LTcf`T t�v 9-ARI.L C�F;;��i.Y rFtitl i•:if15 :X�: i1' t`ot I Otr,!.R tUI),G9TS; TABLE + '? �,i.��.I.' E T 1 4 U r TLI., .t? 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Y is`�� - �`�-- 14 f� ( }�t`".X ��( G x �� ^�} 2 — — F ` J j - e i �• r' ,�, _ � �� - . ... _,... ,.-......_ --_-- 3f�1' Gp1C �• a V' fit?�._:. � __ .-- -`'` v 01 2- LX -- - - g1,"G� --- - -- ------- - - �Ivy� It .1000,0 00, I AA I IUf`1 _' ►A �� •• ,i �; �, - III L - HAASE - 7 cY DULA & jir';� 6;1�I0va ( ',�,�-�c i.°-� ( 44J Cr B R U D 1 associates p. c . 3900 Veterans Highway, Bohemia, N.Y. 11716 516 467-3200 516 467-3201 I i .. - a� fF ; MOSCOW— k` RSA `s, ; ��✓✓ AF=10HITECT i REVISIONS D E S C R I P T 1 0 N 12/2/16 -= 12/2/18 1832 2432 1832 ASPHALT ROOF (�- SHINGLES IN I 1" X 8" FASCIA W/1"X2" OVER 8'-1" PLATE HEIGHT T CEDAR PERFECTION - O 1"X6" TRIM existing _6'-8" T.C. WINDOWS --- -" El E 5/4" WINDOW O & DOOR SURROUNDS (T YP IC AL) - ® M 3046 3046 I EGRESS EGRESS 2852 2852 n p 12' 8" EGRESS EGRESS ASPHALT ROOF N N p<w - J SHINGLES M p w¢ T.O. SECOND FLOOR ASPHALT ROOF g' g" T.O. SECOND FLOOR u)Io0 M w> - -— SHINGLES cD >0 w a a a PLATE HEIGHT to Or existing r> �o 7'-0" T.O. WINDOWS 2432 � 2432 I 2432 "c"00 CEDAR PERFECTION ui 0 � 28510 28510 24cJ2 SHINGLES 1 CEDAR PERFECTION EGRESS EGRESS 2452 SHINGLES � A1ujT ■1 I� L CEDARI PERFECTION O T.O. FIRST FLOOR SHINGLES =J77 O w2, w Z �• w E N 0 R T H E L E V A T I O N p 2 _ - F— Q I SCALE: 1/4" - 1' 0" iD i ' Ld 1.JJ Y L_LJ 00Q � O z ASPHALT ROOF O SHINGLES 1" X 8" FASCIA O W/1"X2" OVER I I I I O L1J RAISE EXISTING CHIMNEY — 1"xs" TRIM 2'-0"1 1 ABOVE 10'-0" E _ � y � HORIZONTAL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ki l l II W1 1 1 1 I l l 1 1 1 111 1 1 1 1 ,1 -- 1832 ;�32 1832 -TTFTFI-TTT� Tr CEDAR PERFECTION SHINGLES I 8'-1 ' PLATE HEIGHT 6'_8" 1_0_ WINDOWS 36" HI CABLE RAIL PER CODE 12' 8" EXISTING ROOF FRAMING TO � REMAIN '00 Charles M . Thomas EXISTING ROOF FRAMING TO 71 REMAIN a r c h i t e c t s I L T.O. SECOND FLOOR PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 9'-3" PLATE HEIGHT PROJECT existing - _ EXISTING CONDITIONS DHP OHP 56510 56510 36" HI A 3L. RAIL o F H 28510 28510 PEI o E I 3852 3852 ELEVATIONS till -- T.O. FIRST FLOOR DATE: 12/01/15 �J PROJECT No. LIPDRAN7NG BY. C.M.T. D CHK BY. DWG No. E SOU T H E L E V A T I O N 0- 001 - 00 SCALE: 1/4' = 1 —0' 1oF7 OWN OF SOU70al"D THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN W10LE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION'S. OR f;i '1k1 afryy� { �` ''�, � ARCHITECT h ld a� ASPHALT ROOF REVISION DESCRIP T ION SHINGLES 12/2/16 12/2/18 12 18210 � 8 CEDAR PERFECTION SHINGLES 30410 30410 30410 12 2852 2852 EXISTING� PER CODE 36" HI CABLE RAIL EGRESS EGRESS ASPHALT ROOF SHINGLES CEDAR PERFECTION SHINGLES CEDAR PERFECTION SHINGLES 2452 28410 36" HI CABLE RAIL PER CODE k=� LL F4 , cl— Z Q O Lu LLJ E Q E L E V A T I O N z c/)SCALE: 1 /4" = 1'-0" O W F- UJ Q Q� rr J w 0 � Q o LIJ z (n Q O J In O 81 18 O (Y w 1821 o ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES CEDAR PERFECTION SHINGLES 36" HI CABLE RAIL 3052 3052 12 PER CODE E� EXISTING Charles M . Thomas ASPHALT ROOF SHINGLES 1 �i V r C h I t Q ^ t PO BOX 811 JAMESPORT, NY 11947 (631) 727-7993 PROJECT I I i I I I DHP41056 DHP41056 DHP41056 DHP41056 28410 36" HI CABLE RAIL PER CODE Ll DAR PERFECTION ELEVATIONS SHINGLES DATE: 01/01/16 PROJECT No. DRAWING BY. C.M.T. CHK BY. rE E A S T E L E V A T I O N DWG No. I I 2 SCALE: 1 4" = 1'-0" a- 002 - 00 / 2OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 17'-10" 7'-6" 14'-8" 8-6 8-1 8'-1" 5'-0" 12'-0" m'. '\ O s. ARCHITECT REVISIONS D E S C R I P T ION 12/2/16 12/2/18 F M I o) F N I � REMOVE AND REPLACE (2) 28510 WOOD DECK r��FA ° 6-0 EXISTING EXISTING DECK FRAMING AND �Op F, ` ��S�CF` REMOVE REMOVE o FOOTING TO REAMAIN. ��'P�PO�o ° AND AND NEW DECKING AS SELECTED PER �kG� �o� �\ REPLACE REPLACE OWNER ��' TEMP GLASS TEMP GLASS o ��e 3852 3852 i� REMOVE REMOVE AND AND REPLACE REPLACE 10'-3" CLG HT I�ao DHP DHP EXISTINGEl '? DN 56510 56510 Soaking Tub EXISTING STEEL BEAM 00 00 a J �O FO v C7 � EXISTIN FIREPLACE N $ DSMOKE ETECTOR n O WOOD ��� IN DECK REMOVE REMOVE 10 AND AND F I REPLACE REPLACE o SHW FWG 80611 FWG 80611 19'-6" IL I'DLINE OF FLAT CLG ABOVE WOOD N (3)11 7/8" ML. HDR (3)11 7/8" ML. HDR — DECK F O E- I N d 06 17'-3" SEAT co ui o MASTER N � 20'-4" 2670 2670 .. = POCKET POCKET BATH o = N 14- X= DINING DOOR 5'-4" 0 5'-4" DOOR o O N N o N 0 I 6'-4" = c' 3 3'-6" O F ® 5070 SLDR 5070 SLDR ��o� pit O UJ X DN LIVING A� o � f— Z10'-O" U I R 0 0 M LOoC) _ OOPEN TO ABOVE O c/) LIJ b`-8" N 5' 6" � REMOVE -- AND (2)11 7/8' ML. HDR REPLACE FWG 80611 EXISTING STEEL O I �6,° I 2452 2452 Q Q F EXISTING FRAMING TO REMAIN TUBE COLUMN F - - - - - - - - - - - - - - - - I - - - - - - - ti6� ono I WALK IN N ^I W 14- CLOSET I `° w Of 7'-11" 7--9" F < (� co of F I o I 0 a F a I N = o NOOK X O M� rI M = I zl N N 9'-3" CLG HT CO m F I Z ® EXISTING �I VJ �j F zI 16 0 O lip w WI I I a Iz XISTING RR & CJ m I EXISTING EOsrt STEEL _ _ _ _ _ _ _ _ _ _ — 04 � O TO REMAIN I EXISTING FRAMING TO REMAIN LINE OF FLAT CLG ABOVE ° N O W — - - - - - - - - - - - - - - - - — UN — — UP �ry 2 O l.J. SMOKE 1'-0" STEP r0" Z O"—DETECTOR ' 5-6„ WOOD co N O DECK 1 W e+s EXISTING FIREPLACE TO REMAIN NDRY N N c"1 c RE FACE BRICK PER OWNER ROOM 00 x F 0c-.0 F I' I N. MI 00 00 0) I NF D N-' EXISTING 4'_o. 24-0" F 0 4'-0" 20 5-10 o N 3 I M it Z ® REF. N �O� i � O M N K I T C H E N to W o,�o �s,0 5070 SLDR d � � EXISTING CLG HT 22'-lO" LINE OF FLAT CLG ABOVE _ _ _ L E D `O EXISTING 2"X12" JSTS VIC 012" OC. _ _ _ _ LINE OF EXISTING WALL TO BE Charles M . Thomas FOYER o 16'-0" L 5' 0" OPEN ro ABOVE I REMOVED p POINT LOAD FROM — -I -I —f — — I ABOVE LINE OF EXISTING of 11 7/8" ML. H R ( )11 7/8" ML. HD 11 7 8' ML. HD WALL TO REMAIN a r C h i t e C t —_— _ �3�,1 7 8" ML. W/ (2 _ = z PO BOX 871 JAMESPORT, 2 32 2432 2 32 I _ _ J l0 2�o" I LINE OF WALL o a ,,,a LINE OF NEW WALL NY 11941 (631) 727-7993 F I ABOVE n o - - - - - - LINE OF EXISTING ROOF BELOW 7'-0" 9'-10" 8' 10" 3'-0" i I 71 FF I I I B E D R O O M m WSMOKE PROJECT O DETECTOR = - - LINE OF WALL BELOW I 3070 I 3070 I I o 1n DOUBLE EXISTING 2"X12" JSTS I o � ® " � � EXISTING WINDOWS TO BE 12 OC. I REMOVED ap I REMOVE EXISTING I J —J� GLASS BLOCK �L— \\ EXISTING DOOR TO BE REMOVED ro 5'-1" 5'-1" I `Ods jh�' (2)11 7/8" ML. HDR �' CV 2852 2852 FIRST FLOOR PLAN EGRESS EGRESS J c LINE OF EXISTING PORCH ROOF AND d COLUMN TO BE REMOVED I 13'-0" DATE: 01/01/16 PROJECT No. P F I R S T F L 0 0 R P L A N DRAWING BY. C.M.T. 1 SCALE: 1/4" = 1'-O" 4'-0" 2-114 7-,2" 2'-114 CHK BY, DWG No. 28'-8" 20'-5" 17'-0" 17'_6" 12'-1" IN-F0031-0 83'-7" 3 OF 7 3 N�) THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CS20 WALL TO WALL (14) 10d x 1 1/2" FASTENER MTS16 o MTS20 ARCHITECT mom / \ - - - - - - - - - - - - - - - - - - - - - - - - - REVISIONS D E S C R I PT I ON / \ /' 1 12/2/16 ° ° ° I / - - - - - - - 12/2/18 o ° o I o °0 36" CABLE RAIL � ° o / EXISTING SECOND FLOOR BALCONY °° ° I ° °o EXISTING SECOND FLOOR BALCONY 0 0 0 LINE OF EXISTING WALLS — —I /' BELOW TO REMAIN REMOVE EXISTING WOOD FRAME '-O" EXISTING ROOFIB LOW� I CHIMNEY CHASE. NEW MASONRY / FLUE WITH BRICK FACE ° 22°-5" / CHIMNEY / 0 CUSTOM WINDOW UNIT WALL TO WALL CONNECTIONS Fwc 80611 FWc 80611 SUBMIT SHOP DRAWINGS FWG 60611 FWG 60611 — — TO ARCHITECT Zi SCALE; N.T.S. -- ----- - J I 3 (3) 9 1/2" ML. HDR 3 9 1 / (3) 9 1/2" ML. HDR (3) 9 1/2" ML. HDR _ - - - REMOVE EXISTING �� �° \ ( ) 9 1/2•' ML. HDR I ( ) /2' ML. HDR I SIMPSON STRONG—TIE (CS20) INSTALL ® 16 O.C.) M \ I I / / SKYLIGHTS r7 N r— I 16, La I 'n i7 \ (3) 9 1 2 L. HDR I w l / I \ NEW INFILL FRAMING TO MATCH N N 17'-11" EXISTING I M \ — 0l _ I UJ ` I I JI R R TO WALL ` inI I ' 14) 10ci x 1 /2" FASTENER I , BEDROOM ( \\ BEDROOM \ — — — SMOKE I SMOKE \\ O 'DETECTOR I /' Of—DETECTOR N \\ 20'-14" N \ / .- I \ I - - - - - - - - - - - - \ \ 6'-8" I CARBON �7—MONOo DE O n \ I DETECTORZ af \ • o OPEN. TO �o� ° o CLOSET I = \ \ I BELOW� 5'-11' N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MTS12 I I I B A T H 0 z En \ I E- - - - - - - - - - - - - - - - - - - - - - - 12-5 -GFM-EYHA6LS t - - - - - - - - I - - - - - - - - - - - - - - - - - M \ , FAN TO EXTERIOR 0 5'-11" /3 4" 3 4 I \ I ® — L LJ D 10 I I \ I \\ I 4'-0" (° J B A T H- 125 CFM I \ ®E XHAU S�c JQ FAN TO EXTERIORn ECT DET CARBON 2 „ 3'-0" 2 36 RAIL O~ O . W SMOKE DETECTOR RAFTER TO WALL o DETECTR 3,-0„ rr 0 MONOXIDE L----II SCALE: N.T.S. I T o w � DETECTOR J 6'-6" � o Q o o �o � CLOSET o r � I � 5070 O EXISTING ROOF BELOW / I I/ °I CLOSET �jO I I I \ so z Ridge Beam ( I I I 4'-0" W Q / ' N 5'-10" I I I \ BEDROOM 0 m � O 3 `-1�6'-0-" \ �\ d 6N r�� ,-8" o (3) 18" ML FLUSH _ _ w 06 / oLAUNDRY o A T H ROOM j CFM EXHAUST _J 6" RAIL w SSE DETECTORAN TO EXTERIOR W / I I 01 tD \ ZI \ / \ I / 9,-01., I \ 204 � $ I 8'-5" I I OPEN( TO `\ �I I \ Simpson Strong Tie — — — — — — 2 11 7 8 ML. HD 2 11 7/8" ML. HDR I BEL WI 1 \ � \ � WITH CEILING COLLAR TIES ® 32 O.C. — — — — — — — 30of s 3o s — — — — — — — — — — — — — \ / ' o N CS-20x18" MIN. WITH (7) 10d COMMON NAILS 4'-8" 9'-5" 4'-7" 20'111" \ �`�-4"i PER RAFTER INSTALLED OVER PLYWOOD Co00 \ to N I � � to CO RIDGE STRAP TIE - - - - - - - - - SCALE: N.T.S. I SUBMIT DRAWINGS OSHOP OW UNIT � — — 7- TO ARCTITECT CS16 7,8" ML. H R J Charles M . Thomas STUD TO BAND JOIST 285852 2852 (20) 10d x 1 1/2" FASTENER - - - - - - - - - - - - - - - - - - - - - a r c h i t e c t ° LINE OF EXISTING PORCH ROOF AND COLUMN TO BE REMOVED PO BOX 877 JAMESPORT NY 11947 (631) 727-7993 o ° 13'-0" al MTS16 PROJECT 3'-6" 2'-114" 18'-8" 20'-11" 16'-6" o 56'-1" ° e o e ABU44 o i o®e LTP4 ° LTP4 �.:. P S ECOND FLOOR PLAN SECOND FLOOR PLAN Uplift connectors shall YMNNUM ° bypass each other to IOC i i D59 SCALE: 1/4" = 1'-0" LTP4, spacing as required for prevent cross—grain ° tension of band joist. °°°��� • � °° ° DATE: 01/01/16 shear. SSP spacing for uplift. 1 �� °°°a •° Simpson Strong—Tie CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. SILL TO RIM JOIST DRAWING BY. C.M.T. (12) 8d x 1 1/2" FASTENER GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN CHK BY. SNOW DESIGN FROST POST TO CONC. FOOTING SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM DWG No. SCALE: N.T.S. LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX DFPTH0- 004 - 00 20 PSF 130 NO NO YES B SEVERE 36" MODERATE 11 YES FROM 1998 599 T4 OF 7 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. a ry / / \ - - - - - - - - - - - - - - - - - - - - - - - - - 7i;;r��1 ARCHITECT EXISTING SECOND FLOOR DECK BELOW — � I 56'—t" REVISIONS D E S C R I P T 1 0 N / I 12/2/16 EXISTIDECKSECOND FLOOR / I / 12/2/18 REMOVE E�I ITING SKYLIGHT I 39-7 ' NEW INFILL f�RAMING FRAME MAIN REVERS �7RU i TO MA1'C�i LAYOVERR00 FRONT 0 EAR I � ( I R FWG 80611 FWG 80611 FWG 60611 FWG 60611 Ir i I PO I 6 0 2"X12" RR // 2"X12" RR 1g' p" ,� _ ® 16' OC. 16" Da n I �I EXISTING Rs F BELOW \ I I I r✓ �� N I \ I O 9<<F, B E D R O O M of iv N 20'-14" — — \ N " o OPEN TO i - - - - - - - - - - - - I \ DIE BELOWI I5'_1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — —\N w . . v14" IAL RI GE w \oMo 14" L RI GE ( ® o_ _ C) I I 5'-1 ' � Q I \ I 4' p I L DN \ FTF% V--Tr r I o JPw o I 3'_ O //� W \ N I x � o M I � � II N FI a WRR Q EXISTING ROOF BELOW I w 6' 0" BUILT UP CRICKET 2 / / YZ25'-10" I p TO REAR OF TOWER X ^ B E D 0 Q 3 / a (2)2"X12" RR I N ® 0" 9 D - 0 0 � 0 J Q 9 � nrk LLL OPEN TO \ ®�+�.� I XIS +���o�'• /FFF I wo c"I 0 �--0 fr C/-) Is LLJ Lf_ 211 7 8 MIL. HD (2)11 7/8" MIL. HDR 2"X12" RR 2"X12" RR — — — @ 16" OC. 0 16" OC.00004 — — 30 6 6 \ 4'-8" 9'-5" 30 4'-7" 2"X12" RR — _ — 2"X12" RR— ® 16" OC. I ® 16" OC. 00 I �r �CEILING DRYWPLL TAPED �COUNG DRYWALL TAPED TO WALL DRYWALL TO WALL DRYWALL LLI DRYWALL CAULKED,GLUED DRYWALL CAULKED,GLUED Of OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE 0 a N / �'� O N 16\�� \ 2"X1.2" RR 2"X12" RR I N �® ^I ® 16" OC. © 16" OC. DRYWALL CAULXED,GLUED DRYWALL CAULKED,GLUED cV OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE BOTTOM PLATE,CAULKED BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR LOWER ROOF SUBFI.00R GLU D, AULK D OR SUBFLOOR U AULKED OR FROM FIRST FLOOR GASKETED TO RIM JOIST GASKETED TO RIM JOIST PLATE RIM JOIST CAULKED OR RIM JOIST CAULKED OR 6'-5 " 2 LAYERS OF h" _/ DRYWALL CAULKED.GLUED DRYWALL CAULKED, CDX PLYWOD OR GASKETED i0 TOP PLATE OR GASKETED TO El Charles M . Thomas GASKETED TO TOP PLATE STAGGER SEAMS 3'-6" PLYWOOD CAULKED OR GASKETEDTO 20'-11" 16'-6" ' 2'X6"NAILILERR 3 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 1 DRYWALL CAULKED,GLUED DRYWALL CAULKED,GLUED PROJECT OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR FL OOR GLUED,CAULKED OR SUBFLOOR GLUED, CAULKED OR GASKETED TO RIM JOIST GASKETED TO RIM JOIST RIM JOIST CAULKED OR RIM JOIST CAULKED OR P ROOF FRAM I N G PLA N TED TO i0P PLATE SILL PLATE INSTALLED OVER SILL SILL PLATE INSTALLED OVER SILL SCALE: 1/4" = 1'—O" GASKET (SILL SEALER) GASKET (SILL SEALER) ROOF FRAMING PLAN NOTE: SHADED COMPONENTS NOTE: SHADED COMPONENTS DESIGNATE AIR BARRIER SYSTEM DESIGNATE AIR BARRIER SYSTEM DATE: 01/01/16 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. 19-0-0-5-Fobl AIR SEALING DETAILS AT CANTILEVER AIR SEALING DETAILS 5 DF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 14" ML RIDGE TYPICAL ROOF CONSTRUCTION -- ASPHALT SHINGLE ROOFING 11_0.1 OVER 15# ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. lr j ICE BARRIERS: ICE AND WATER SHEILD TO EXTEND 9e_� 2"X12" ROOF RAFTERS 0 16" O.C. JF7 NOT LESS THAN 36" HORIZONTAL MEASURED ALONG' A THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. '�� RCHITECTY (TYP ALL ROOFS) REVISI D E S C R I P T I ON 12 2 16 12/2/18 TYPICAL ROOF CONSTRUCTION 2"X8" COLLAR TIES 0 16"OC ASPH- ALT SHINGLE ROOFING NOTE: OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING, EXISTING FOUNDATION TO REMAIN 2"Xi2." ROOF RAFTERS 0 16" O.C. O�J�P EXISTING FIRST FLOOR FRAMING TO REMAIN REMOVE EXISTING ROOF FRAMING EXISTING FIRST FLOOR EXTERIOR WALLS TO REMAIN �e-'� +°�� WALLS & CLC 5/8" SHEETROCK EXISTING SECOND FLOOR JOISTS TO REMAIN T&S EXISTING SECOND FLOOR EXTERIOR WALLS TO REMAIN TYPICAL CEILING CONSTRUCTION TYPICAL CEILING CONSTRUCTION 2"XlO" INTERIOR RAFTERS 2"X,o JOISTS 16"O.I REMOVE EXISTING ROOF - NEW ROOF FRAMING AS SHOWN 2"X10 JOISTS 0 16"O.C. 0 16"OC W/MIN. R-49 INSULATION W/MIN. R-49 INSULATION I I CAL WALL CONSTRUCTION EXISTING CLG JSTS TO REMAIN PERFECTION SHINGLES TYVEK HOUSE WRAP )X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ).C. JSULATION ( 2" CLOSED CELL + R13 UNFACED - TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX PLYWOOD SHEATHING ON 2"X6" WD. STUDS j g a 16" O.C. R-25 INSULATION ( 2" CLOSED CELL + R13 UNFACED BATT) EXISTING ROOF FRAMING TO REMAIN 000 0 0 0 ° ASPHALT SHINGLE ROOFING OVER 151 ROOF FELT ON 1/2" COX PLYWOOD SHEA do 0II 2"X12" ROOF RAFTERS ® 16" O.C. (� x 1 I� R " X XN EXISTING FLOOR FRAMING TO REMAIN EXISTING FLOOR FRAMING TO REMAIN x WALLS & CLC 5/8" SHEETROCK T&S x I z EXISTING CHIMNEY TO REMAIN x I r W _ EXISTING FLOOR FRAMING TO REMAIN W A HIN L O z 1 1/2" SOLID CROWN � _1 1 HR. RATED EXISTING FOUNDATION TO REMAIN EXISTING 12" STEP IN FLOOR z 5/8" TYPE X SHEETROCK 1 FRAMING TO REMAIN � CEILING , TYPICAL FLOOR CONSTRUCTION _O af 111 2"X10" FLOOR JOISTS 0 1 "O.C. U I Q II W/3/4" PLYWOOD SUBFL OR W/MIN. R-21 INSULATION I Q W I 0 0 EXISTING FOUNDATION TO REMAIN 0 W EU Lu LLJ EE1 -i - Q 0 p O z Lv Q m CD O ._..I I - V) P CROSS SECTION O EXISTING CHIMNEY BASE 1 SCALE: 1/4" = 1'—O" TO REMAIN (� In EXISTING CELLAR 4'VENT 4'VENT 4'VENT 4'VENT rI1NRU1 ROOF rTHRU1mT �IINRUI ROOF rITHRU1 ROOF ,kl+ I ROOF PROPOSED 8"X16" CMU FOUNDATION 2' WALL\ G. REMOVE NEXISTING PSLAB OASN REQUIRE D AND PATCH r-- I `P•-ry d--1-1/2'V 6-fv `I I 2'V-<6 I 6--2'v I �� PROPOSED 8"X16" CMU FOUNDATION ANCHOR AND BOND TO EXISTING r I I I I � I I L ON 8"X16" PC FOOTING. WT #5 REBARS 0 12" D.C. VERTICAL -1-1/2V 1-1r'V-6 1-1/2'V4 I ¢I -1-1/'V �I 11/2tiREMOVE EXISTING SLAB AS REQUIRED AT ALL NEW CONNECTIONS AND PATCH WO IAV UV Wkw 1V V EXISTING MASONRY FOUNDATION Charles M . Thomas HOUSE w WALLS TO REMAIN ~ Y17 . lU6 I I NB I NB COMPACT AND FILL a r c h i t e c t I 4" POURED CONC SLAB SECOND FLOOR AT GRADE COMPACT AND FILL EXISTING MASONRY FOUNDATION 4" POURED CONC SLAB WALLS TO REMAIN PO BOX 877 JAMESPORTi NY 11947 (631) 727-7993 2' 2' I 3' 1-1/2' I 3' r 1-1 2' 1-1/2' I 1-1 2' 3' I 3' 2• 1-1 2' � GQ WITH BLUESTONE FINISH _ - - - - - - - - - - - - - - - - - - - - J PROJECT r 12"V 8-1-1/2'vL Q-1-1/2'V -1-1/Yv (t-1-1/Yv I cp-I 1-1 I1-i�y I I I ( REMOVE TOP COURSE F EXISTING MASONRY FOUNDATION REMOVETOP COURSE OF �--2'V -r1/YY �2'v �1-1/2'V EXISTING BLOCK FOUN ATION. WALLS TO REMAIN EXISTING BLOCK FOUNDATION. FRESH AIR INLET ISNK I uv I I w.G I WASHER uV I I w.0 I I W.C. EAv IEAV D.W. j I SHOVER SHOVER I TUB a I 13'-0" FIRST FLOOR 1-1/2' 1-I/2' 1-1/2' S 1-1/2' 1-1/2' � 3' 2' 2' }' 1-1/2' c.o. 4,-0„ 2'-114" SECTION CONNECT TO APPROVED P.V.C. PIPE PITCHED PLUMBING RISER DIAGRAM F.A.I. & SANITARY SYSTEM AS'ER N.Y.S. CODE 17'-0" SCALE: N.T.S DATE: 01/01/16 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. P PART. FOUNDATION PLAN AT FRONT ENTRY AND TOWER W- 006 40:101 1 SCALE: 1/4" = 1'-O" —�6 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 " CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING STUCTURAL MEMBER ALLOWABLE , RAF-ERS AND CEILING R602. 7. 2 JOISTS OR APPROVED DEFLECTION ' TOP PLATES ROOF TRUSS RAFTERS W/ GREATER L/180 --' �r SLOPES THAN f W/N0 TOP PLATES FINISHED CEILING F y SECOND STORY TOP PLATE— WE M TABLE 3.1 ATTACHED TO RAFTERS GYPSM BOARD INSTALCt� N STUD INTERIOR WALLS AND H 180 TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. / JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH 4 PARTITIONS BE CUT OR NOTCHED BORED HOLE MAX CEIILNGSAND PLASTERED L/360FLOORS AV STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% — WFCM SECTION PROVISIONS NOTCHING PROVISIONS 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/3so OF STUD DEPTH STUCCO FINISHE „ / / d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE a ALL PANEL EDGES) WITH WFCM TABLE 3.1 IMTH BRITTLE(b) FINISHES T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE JOMS TENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEEDFOR BLOCKING CKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH \---BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. GYPSM BOARD INSTALLED IN deflection limits herein. BEARING AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DOUBLE AND NO MORE THAN TWO walls of sunroom additions or patio covers, not supporting SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON p pporting edge of LAP JOIST 3 IN, MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED cn exceed L/60. For sandwich panels used in roofs or walls of Z r, BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING Cn � WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall � ci OR BLOCKING 16d NAIL AT 24" O.C. INSTALLED MI TABLE03DANCE WFCM 2015 SBC HIGH WIND EDITION nat exceed L/,20 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION w o' SILL PLATE • JOIST .o SECTION 3.4.3.1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD OR BASEMENT \-SUBFLOOR EDGES ANDE112'�0 CA ON ALL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS • FOUNDATION MONOLITHIC LOANB LONI GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf EXTERIOR CORNER FRAMING PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS pp� LATERAL BRACE AT 6' O.C. 0 NON— BEARING WALLS: R602.6 �1 � C.)C, (2.� FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) W 0 TYPICAL WALL '� Uj , FLOOR 8c ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE ROOF FRAMING DOUBLE TOP PLATE 2-10d NAILS 0 N FOR WOOD STRUCTURAL PANELS j ( � TRUSS OR CEILING JOIST 0 W F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER Z FASTENER SPAN 4 FEET 6 FEET SECTION A—A C PPLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS Q < 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING ENDWALL HFADFR F TONNECTORS <C TYPE — < 6 FEET < 8 FEET 1/2' SPACINGS A A R QUIRED U — — ALLOWS E CH SIDE 10-8d NO. 8 WOOD SCREW 16" 10" 8" H ANCHOR WITH 2" EMBEDMENT NAILS INSSTALLATAtIA NTION J HEADER STUDS WA L STUDS 5d COOLER NAILS AT 10" O.C. o Q LENGHT DOUBLE A A ((M .�)) NOTE: 2"x4" BLOCK NAILED TO EACH I. AT,IDIVRE ° ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS CONNECTED TO BLOCKING NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN ° o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) CONN CTO S AT BOTTOM OF HEADER STUDS IN ° ° NOTE: SIMILAR REQUI ED CO NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. Q W LENGHT ° ° CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND ° FOUNDATION. Q 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILSEND6W°L FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS Uj 0 WENG T EMBEDMENT I ( WFCM FIGU 3. 6 ) CONNECTIONS FOR OPENINGS Q �W�//BFLOOR / �../ LL � 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I ; FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST � w 12" MAX. ( WFCM FIGURE 11 ) F- o c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' ; AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. �� TOP PLATE U Ld O d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING ° L1 H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT CENTER 2x BLOCKING RIDGE HANGERS IF c ° H/2 BUT NEED OT ' DIAPHRAGM USE 8-8d COMMON NAI S LESS THAN 1,500 POUND._ ° ��, H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4 o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° ° EXC ED 15 FT. AX. EXXCEED 40 FT. MAX. 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP N HOLDDOWN ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g Z (HDU) o ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS Q ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o 20 GA. STRAP— STTU1DBLMARDIN. PREFERRED METHOD z 14" WIDE MIN. Ld 8d NAIL AT 12" O.C. ON AT HWARE a RAFTER o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT � ..+ FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL_ CCONNECTION o TABLE R301 . 5 NOTES0 N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. E SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. 0 CID AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN EDGES T A B L E. R 3 01 5 SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE � RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO •N S i m p s o n S t r0 n g — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z FLOOR.TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD ~ 3 R 0 0 F RAFTER RIDGE DETAIL— STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. oc c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE � a 4-8d TO PLATE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 u, 3 SCALE: NI.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. g CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 () NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL_ WALLS. L �I 'k PASSENGER VEHICLE GARAGES 50 INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN — FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 0 ®I NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m �I (TABLE 3.1, WCFM 2015 24" O.C. LOT BE ASSUMED REQUIREMENT ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 �{ o ODI HIGH WIND EDITIONg. NOTMEETING `V o- ®I w FOR STORAGE PER IFOOTNOTESb. SEE SECTION TRB 2E4Q.2RFORNTS ROOMS OTHER THAN SLEEPING ROOMS 40 ® 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED I AT PANEL EDGES AND B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 12" O.C. ON ALL ( PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE ' 2 � CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1. AREA• o • — DOWN EXTERIOR CORNER FRAMING ORTHE FRAMEDCOPEN NGSIN ACCORDANCE WITHACCESSIBLE BY AULL sECT1ON 807S1TAND AIRWAY 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. TABLE 4 WFCM 2015 HIGH_ WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABLE 2 WFCM "?015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 S6C CONNECTIONS RESISTING UPLIFT, LATERAL S LOADS published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S: NAILING SCHEDULE. are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd '- k MAX. ANCHOR BOLT SPACING (INCHES) PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. /" +'`, ANCHOR BOLT CONNECTION FOUNDATION r' a g,�, NOTES 1,2,3,a 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING •• or r'>' NUMBER OF NAILS NAIL SPACING municipal, local zoning and building codes and ordinances JOINT DESCRIPTION 5/8' ANCHOR BOLTS 39 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on havingjurisdiction and best standards of construction COMMON NAILS 1 - FLOOR sheet no. 1 LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 practice. . 4-8d PER RAFTER All non engineered lumber to be Douglas Fir 2 or better 9 9 The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 PP Y 2. WHEN ANCHOR BOLTS ARE USED To RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE to all work performed on this project. A ,ra 4-8d PER JOIST LESSER OF THE TABULATED. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris 2. The Contractor shall verify all conditions at the site. Any �` -y �� CEILING JOIST TO TOP PLATE TOE-PJAILED 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect -� 9-16d EACH LAP prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS (FACE-NAILED) 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. z Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and 0 6-8d PER TIE COLLAR TIE TO RAFTER FACE-NAILED Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work _2-8d EACH END Sanitation-Section R306 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Toilet Bath and Shower Space-Section R307 of one year form the date of the final Certificate of Occupancy. 1_ 2-16d EACH END Glazing-Section R308 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILECi Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he Means of egress-Section R311 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 the work in accordance with the construction documents. The Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE LnStairway-Section R311.7 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written o/ 9 9 P STUD TO STUD FACE-NAILED Guards-Section R312 consent of the Architect. HEADER TO HEADER FACE-NAIL 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous Carbon Monoxide Alarms - R315 2-16d PER 2X4 STUD insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Foam plastic-Section R316 Compensation, etc.) and general liability in an mount not cn cfl 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 less than $ 5 million and automobile liability and damage zo 4-16d PER 2X8 STUD Insulation-Section R316 Dwelling Unit Separation-Section R317 coverage not less than S 2 million. The Architect shall be cn CN FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Moisture Vapor Retarders-Section R318 named insured on any and all policies. > Protection Against Decay-Section R317 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST y Accessibility-Section R320 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED Elevators and Platform lifts -Section R323 8. A single station smoke detector alarm device shall be installed 2-8d EACH END Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code.BLOCKING TO SILL OR TOP PLATE TOE:-NAILED 3-16d EACH BLOCK 9. All bathroom without operable windows to be mechanically ventilated Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind, JOIST ON LEDGER TO BEAM TOE-NAILED 3-Sd PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. /•� r BAND JOIST TO SILL OR TOP PLATE 1.OE-NAILED ROOF SHEATHING 3-16d PER JOIST 1312. Plumbing Installation to comply with State and Local codes I- 0 Foundation Notes: and the sewage disposal system to meet Health Department standards.. Do not scale drawings. Use figure dimensions only. bi N 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 9 9 Y• �J " 8"' poured concrete foundation wall, 8'-0" high, 3000 test 14. All work to conform to the rules and regulations of the New York STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6 EDGE 6 FIELD Minimum depth-Section 403.1.4. 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double 8d 6' EDGE 6"" FIELD glazed and all exterior door to have insulated cores. GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / 16"x8" poured concrete wall footings, 3000# test e Code's minimum standards.15. The insulation protection as indicated on these plans exceeds � W Sd 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) h z Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS / 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 16.the drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the project for 3 0 30 x30'x12 deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used QAL CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. 5d COOLERS 7" EDGE / 10" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth 17. Architect has not been retained for site supervision, on-site 0 GYPSUM WALLBOARD inspection and certifications as required or requested by the Owner, Q WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade contractor or local building department. 8d 6"EDGE 12" FIELD All footing to be carried down to undisturbed soil I STRUCTURAL PANELS (STUDS SPACED UP TO 16" OC / No footing shall be set higher than a 30 degree angle from any other footing 0 Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel lally columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient CC strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS G braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 7" EDGE 10" FIELD Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT < Z GYPSUM WALLBOARD / Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 W Draftstopping - Section R502.12 z Q Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: SSTS28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie LJ - Floor Construction: NOTES FOR SPACING U210 2X6 0 ( " '3/4" plywood subfloor, fasten per Table 3.1 WFCM. Q Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER Q N 2-2x6 ACQ sill with termite shield and sill seal. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING Finish floors per agreement. UL'_ (4)-8d NAILS AT EACH END Wall construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS Wallframing and finishing shall be nailed and or screwed in accordance with " NOTE: WFCM, Table 2 and Section 4 SSQ CONNECTOR AT 16 O.C. 1' OR LESS 8d 6" EDGE / 12" FIELD W fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 1" 10d 6"EDGE / 6" FIELD Overhangs as noted. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Vinyl vented soffits. MIS 36, 16" O.C. Alluminum gutters and leaders. Siding: see Elevations. T7Simpson StronTie TS AT 16" ON CENTER Tyvek housewrap. USE (4)-8d NAILS AT EACH ENO1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs 0 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. 1/2" Gypsum wall board " USE 4 -8d NAILS AT EACH END O -5/8 Type X GWB in garage. (2) layers GWB at fire partition RAFTER TO STUD CONNECTION USE: Strong-Tie /2" MR GWB in wet areas MTS 36, EACH ROOF RAFTER U210 2X6 1- ON At least one window in each sleeping room shall comply with the exit reqirements USE 8 16d NAILS AT EACH END of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g Z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTER SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. 4-1Od x 1 1/2" U 1 1/4" COIL STRAP - Follow exterior comer framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: f PBS44A FOR EACH POST / Roof assemblies - WFCM Prescriptive Method WFCM table 2 Asphalt strip shingles 16 O.C. USE 4-8D P ( ) P P 9 shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON PC44 FOR EACH POST Q " SIMPSON H-8 USE W/ONLY 5 " " Underlayment application (Section R905.2.7.)nailing see table 3.8 Of J MIN OVERLAP IS 12 /s ANCHOR BOLT (14 ) For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- 5- 8D TO STUD ONE SILL BP-3 PLATE percent slope), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN " MTS12 0 EACH JOIST U210 2X6 (EVERY STUD) STUD TO SI 7 MINIMUM EMBEDMENT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), (SEE ANCHOR SCHEDULE, underlayment PORCH POST TO DECK USE: ATTACH T shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PS720 (ALIGN WITH JOIST BELOW) �.. AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) of SIMPSON underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 -� . " hold in place. PORCH ROOF RAFTER TO GIRDER USE: HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, H2.5A AT EACH ROOF RAFTER (14) SDS Ya X 3 WOOD SCREWS o overlapping 4-10d x 1 1/2" ' ° 7"" MIN EMBEDMENT successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. U N For roof slopes of four 4 units vertical in 12 units. TYPICAL PORCH Z DECK LEDGE R (SEE FOUNDATION PLANS A-3.1 AND ° P ( ) ( ) °D ;%. .. '�' A-3.2 FOR LOCATION) ° Ice Protection Section R905.1.2 CONNECTIONS . 'a •° ,° �' (MINIMUM DOUBLE STUD) ° SIMSON STRONG - TIE Underlayment in High wind (Section R905.1.1) O M STU Y BEARING PLATE°oA '' . ° ,• '° „ „ Flashing (Section R905.2.8) °•��: �° ° •°4 °° Y�, o. ° 1 1/4 COIL STRAP - 16 O.C. Chimney and firespaces - Chapter 10 DOUBLE 2X MIN. `r ° Energy Efficiency - Chapter 11, see attached report o> D ° ,&,a °° ;° °Q, Lea A. Q ,° USE 4-8D NAILS 0 EACH STUD, Mechanical - Chapter 12 FOR HEADER OR "I-+ •°, ac ° . , . � . c General Mechanical System - Chapter 13 BEAM Heoitng and cooling equipment - Chapter 14 ^ o ° ,'o°jtr c ;,�• a�,°• °�I1 ,°•,d u D Exhaust Sustem - Chapter 15 "� Z e? I . ,y . °• ° DOUBLE TOP PLATE MTS3Q' ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie o D V D u D .,lD Da AC4 ~ c ° c ° ,�o .°„ ° Combustion Air - Chapter 17 � • a a +�a - <� 4_SEE Chimneys and Vents Chapter 18 AT EACV o n'x �;�N� ,; a� SSP Plumbing - Part VII N PLAN w 1 3/4" IMUM ,° �.°•'_°� ° LI Flood Zone - 301.2.4 EDGE DISTANCE •44 9' D HEADER FLOOR TO FLOOR D °• ° LSTA21 Simpson Strong-Tie Cv 1�ING STUDS CS20 1%" COILED Y"" THREADED ROD U CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 � OVERLAP AT EACH CZ L cc JOCK STUDS STUD o SIMPSON STRONG -- TIE SIMPSON STRONG-TIE m 1 1/4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8C> H 2A SIDECOVER NAILS AT EACH STUD AT EACH ROOF RAFTER USE 8-16D I MIN EDGE o ®� :: ti MIN OVERLAP IS 12. NAILS AT EACH END, JACK o SILL DISTANCE*� ..��• 12" MIN OVERLAP PER RT2.5� " -••,,. : COMPONENT .: " S.>p{, • •o° MIN EDGE SHEET NO. STUD TO ROOF RAFTER STHD8 ° : �o':::.• �o:P,••4:'' FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. WERLAP IS 12 FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR INSTALLATION SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS 1 EXISTING CRAWL SPACE f REMOVE AND REPLACE i WITH EGRESS WINDOWS r EXISTING FOUNDATION WALL ARCHITECT EXISTING FOUNDATION WALL EXISTING FIRST FLOOR FRAMING ECK FRAMING TO TO REMAIN ---41 REMAIN PROPOSED CRAWL SPACE wn ACCESS g0 REVISIONS D E S C R I P T 1 0 N Z V) EXISTING 1 2/2/1 6 cn oW Ld EXISTING FOUNDATION WALL AC 12/2/22 BASEMENT AS BUILT EXISTING FIRST FLOOR FRAMING TO REMAIN I J W EXISTING BATHROOM W TO REMAIN I EXISTING vi g 0 CELLAR W z pm L eLS• � x W I I Id r I I 21'-1" M I — — EXISTING STEEL — — BEAM - - � — L J L t J W W MU FOUNDATION FOOTING. _ LAB AS REQUIRED ZI Ln EXISTING FIRST FLOOR FRAMING _ w TO REMAIN — EXISTING HOUS EXISTING FIRST FLOOR FRANING TO REMAIN UP OFFSET STEEL COLUMN BRACKET m a MOVE EXISTING STEEL COLUMN 6" z m L J L — J W 1 HR. RATED I 5/8" TYPE X SHEETROCK WALLS & CEILING EXISTING FIRST FLOOR FRAMING TO REMAIN EXISTING CHIMNEY BASEui TO REMAIN / i I PROVIDE 5/5" TYPE "X" YP. BD. V ON CEILING ABOVE FURNACE FOR (� AT LEAST ON ALL SIDES AS • PEF F' N.Y.S.N. CODE � 0> r EXISTING FIRST FLOOR FRAMNG - - - - �— - uJ TO REMAIN O L IJ � ® z 0 cn ® w BASEMENT BATH PLAN PER PERMIT SCALE: 1/4" = 1'—O" Q uJ W J � EXISTING CRAWL SPACE o REMOVE AND REPLACE 0 WITH EGRESS WINDOWS 0 EXISTING FOUNDATION WALL (� m EXISTING FOUNDATION WALL Q ECK FRAMING TO EXISTING FIRST REMAINFLOOR O R FRAMING O C) REMAIN PROPOSED CRAWL SPACE s a o ACCESS Q aZ NON uj$ CE z N EXISTING C ♦ , of� 0 EXISTING FOUNDATION WALL AC w o= w� EXISTING FIRST FLOOR FRAMING TO REMAIN 0 F I — — — B E D R O O M CLOSET SMOKE S —DETECTOR CD I �6 r� I EXISTING CELLAR 2070 POCKET DR o �01Q) I 125 CFM EXHAUST FAN TO EXTERIOR Charles M . Thomas �. FA r, -EXISTING STEEL BEAM a r C h � ( e C t I w - - 14'-10" L J PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 U) zI — PROJECT If 5-0 v EXISTING FIRST FLOOR FRAMING _ �f w TO REMAIN — I EXISTING HOUSE — — EXISTING FIRST FLOOR FRANING TO REMAIN I I - - UP W r r - � OFFSET STEEL COLUMN BRACKET ¢ MOVE EXISTING STEEL COLUMN 6" zm L J LLl — J X —�,)Tt — 1HR. RATED WI Fl EC ' �j !? FRONT DOOR 5/8" TYPE X SHEETROCK �:� ��r �C �� 4�i � f BASEMENT BATH WALLS & CEILING . EXISTING FIRST 11 TO REMAIN FRAMING rC t] �}(1Z I EXISTING CHIMNEY BASE DATE: 9/3/20 PROJECT No. TO REMAIN DRAWING BY. C.M.T. I PROVIDE 5/8" TYPE "X" GYP. BD. CHK BY. ON CEILING ABOVE FURNACE FOR DWG No. AT LEAST 3'-0" ON ALL IDES AS PER N.Y.S. CODE [A]-Fo 0 7 -0 B A S E M E N T B A T H P L A N AS BUILT 7 OF 7 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBL CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WTH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.