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�pg�fFO(,f�oG Town of Southold 11/4/2023 a y� P.O.Box 1179 0 C* �� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44711 Date: 11/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1815 Marlene Ln,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-3-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/3/2012 pursuant to which Building Permit No. 49804 dated 9/29/2023 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 and front porch with portico,to existing single family dwelling as applied for. The certificate is issued to McMahon,Kathy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37763,49804 11/18/13, 11/2/23 PLUMBERS CERTIFICATION DATED 11/2/2023 NMiptqZahra U A o ized i afore TOWN OF SOUTHOLD r�o�SUFFD�,t BUILDING DEPARTMENT a TOWN CLERK'S OFFICE 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#: 49804 Date: 9/29/2023 Permission is hereby granted to: McMahon, Kathy 1815 Marlene Ln Mattituck, NY 11952 To: construct additions & alterations to an existing single family dwelling as applied for (Replaces BP#37763) At premises located at: 1815 Marlene Ln, Laurel SCTM #473889 Sec/Block/Lot# 144.-3-9 Pursuant to application dated 12/3/2012 and approved by the Building Inspector. To expire on 3/30/2025. Fees: PERMIT RENEWAL $961.40 Total: $961.40 Building Inspector i IFD(� gUFFTOWN OF SOUTHOLD 4� , BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • � 4 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#: 37763 Date: 1/18/2013 Permission is hereby granted to: McMahon, Kathy C/O Thomas Labado 1815 Marlene Ln Mattituck, NY 11952 To: construct additions & alterations to an existing single family dwelling as applied for At premises located at: 1815 Marlene Ln, Laurel SCTM # 473889 Sec/Block/Lot# 144.-3-9 Pursuant to application dated 12/3/2012 and approved by the Building Inspector. To expire on 7/20/2014. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,692.80 Total: $1,742.80 Building Inspector Form No.G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 / Date. 11 - '10 - ) 2— New ZNew Construction: V Old or Pre-existing Building: (check one) Location of Property: ( House No. Street Hamlet Owner or Owners of Property: P Suffolk County Tax Map No 1000, Section t}4 Block 3 Lot Subdivision Filed Map. Lot: Permit No. -7 j(p 'gyp Date of Permit. Applicant: — 1117 Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V// (check one Fee Submitted: $ C) Applicant Si ature pF SO!/r�,Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 roger.riche rt(�-town.southoId.ny.us Southold,NY 11971-0959 Q�ycOUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McMahon Address: 1815 Marlene Dr City: Mattituck St: NY Zip: 11952 Building Permit#: 37763 Section: 144 Block: 3 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Pactor:77 DBA: RJ Corazzini Electric License No: 33419-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 35 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 6 Smoke Detectors 2 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt1-30 Emergency Fixture Time Clocks Disconnect 200a Switches R34 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1-combination smoke/co detector, 2-paddle fans, 2-exhaust fans Notes: Inspector Signature: Date: Nov 18 2013 81-Cert Electrical Compliance Form pF SO!/j�,Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviin(a-)-town.southold.ny.us Southold,NY 11971-0959 comm, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kathy McMahon Address: 1815 Marlene Ln city:Laurel st: NY zip: 11948 Building Permit#: 49804 section: 144 Block: 3 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AS BUILT License No: SITE-DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 28 Ceiling Fixtures 6 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 7 4'LED Exit Fixtures Sump Pump Other Equipment: Sump Pump Notes: AS BUILT NO VISUAL DEFECTS " Finished Basement Inspector Signature: Date: November 2, 2023 S. Devlin-Cert Electrical Compliance Form U - CL �f��v�l� Town Hall Annex y.Z►, .�. Telephone(631)765-1802 54375 Main Road `. P.O.Box 1179 Southold,NY 11971-0959sh `•, 1• ,r"•,3f�.�ren io - ��eF;,`�'�' �! j°' . ;Js` BUILDING DEPARTMENT Nov 2023 TOWN OF SOUTHOLD CERTIFICATION Date: f /2=Z `?-`_2-, Building Permit No. `- r 90 Owner: �"�C JJA C P'( o-1 I(,� - (Please print) Plumber: V- l 1 c ct e--1 -2-eA fq(/^c-\, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this a day of N ov e-mbe; 20 a 1 Gr' )CA>e-:- ZG�hr a- Notary PublicSy��1 County LINDA MELENDEZ Notary Public-State of New York No,.01ME6363908 Qualified in Suffolk County My Commission Expires Nov 18-1 2025 1 OF SOia 1'7 MOM Ulyolo • �o 1 TOWN OF SOUTHOLD BUILDING DEPT. J 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR of SO(/Tyo NV TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F ATIO [ ] INSULATION FRAMIN /STRARPING FINAL [ ] FIREP ACE & CHIM [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIS CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) REMARKS: �4 DATE Y 3 INSPECTOR 726 3 of So�T COUM`I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 j' INSPECTI [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G w - DATE4- INSPECTO -------- 3726 ,22 so �o OOUNT`I,��� ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT 'dN [ ] FOU ATION 1ST ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) c- REM KS. DATE INSPECTOR R C .. t �A�O OF SOUIyO� - t/�` # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rULATION/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: VJA lit/ ICA nct Cao I'\.dv4N u� m � DATE 10 Y INSPECTOR SOUTHOLD BUILDING DEPT. 631-765-1802 - - - - PE TI S C ON IST [ ] ROUGH PLBG. N 2ND [ ] INSULATION/CAULKING FRr, G/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: q. �^a4d DATE INSPECTOR OF SO(/T�o� X2,1 ��ycoum,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE . 'j INSPECTOR t olyco TOWN.-OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION' . . [ ] FOUNDATION 1 ST . [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V ATION [ ] CAULKING,- REMARK AULKINGREMARKA-AL-V� . 12 r DATE �� INSPECTOR E" i iii .ray rjr0��6O r�,� ri /r 9i�l��ll��lllllllll �r ji-% I r ri i y, 1 �4 i 1 • j a x � . . . . .. y . /« -� . . .y. 1AWW","........... mw 17,77,777/77/7777/77777,�117/ �W,/O/`W/ffl T A/ 'IV 1,......... Z/� som w�yc . . " / % ! � < . \j / § \ mv \ \ + . i f * �&? �w ��/ /� /// � 6// / r, , � // /,✓ice ✓/✓ r r /ra �y / / / //�/ rrr-, / iy°�/y''�/i/✓i/�i//%r/j//�////p/1/rr//e .! y /%G .r//..r.i �//�,, low <............ i/ iw, r i; j; �. I t, a i { f r 3 r/ } 4 'r N•`,, lr�� wny,� � OOW r aC .a Zhw WK , ;r n � r � � n oc* rk a ytFtilt 3 4"� f — tiff t { F Y�Y } 'r 1 f-`� I ��� / %� . ��. . /�„ , ;» : ��/� %2 �/ � /;\ � ��� : a \ ��y \ : � ���\ . ,, : » . ��� » w} i�« «\\ . ���w. . � i�/\ « �;. �ƒ \ /'\� »� � > : �i �� , : i \ �`©�} � �� `fir © ) �/;. \ �� m%i C :��� \ � �%> < / \�^ � «��� �� � /�� »�� : § , a���§ » , y � >����\ \ ^ i, �:���� 1�° ��ii« »»��\ . ,/ ��� w���j�,x S:y�:.� � :�<»:a . . . . . . If / d 0 • � • 1 1. dA . , A." . iit RAKE L ^.I • • PLUNMING NTAI ✓,/A •y _�y>;.-..._' _. // yr STATE ENERGY CODE W- 5 POW -- bD —. . - • I it` TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971- 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502. Survey SoutholdTown.NorthFork.net PERMIT NO. 7 Z�3 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined113112015 Storm-Water Assessment Form Contact: Approved ,20 f Mail to: Disapproved a/c Phone: Expiration ,200 b c�, Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.' Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval.of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building,permit shall"expire;if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to.the Building Department for.the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and'other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations-or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises K��r��l Std . 1V 1�/llt►(J1J uJ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Z I 7_31—141: Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whic proposed work will be done: I-r6use Number Street Hamlet County Tax Map No. 1000 Section Block' 3. Lot Subdivision Filed Map No. Lot J: 'y s 1 ` 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 1!5)1 06i) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 6, If business, commercial or mixed occupancy, specify nature and extent of each type of use. .7. Dimensions of existing structures, if any: Front f;`Z Rear :534 Z" Depth s''-_Z Height /,�'- •� Number'of Stories Dimensions of same structure with alterations or additions: Front S `- -Z Rear 5 zl�?`-2 Depth 5 6 '. Height � ��' Number of Stories i 8. Dimensions of entire new construction: Front Rear Z a y Depth ® � Height Number of,Stories 9. Size of lot: Front Rear //�o_S/ Depth r2 10. Date of Purchase 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?YES NO 1r 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises?YES Y NO 14..NamesofOwner ofpremise s �I,� �, ���atiilAddressJ�I�m�Q1�.�41C.�E M�'t5��'honeNo��31��1(y44�, Name of Architect Address Phone No Name of Contractor Ca*"* � . Address l2? C,;,,l,-jk,v.�,vL,4Phone No.V0 37J-7051- 15 7J-(aS y15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO' * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NON%` * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.. 18.Are there any covenants and restrictions with respect to this property? * YES NO . * IF YES, PROVIDE A COPY. STATE OF NEW YORK) nn SS: COUNTY Or�1 ffyl L ) ecLvxC being duly sworn, deposes and says that(s)he is the applicant (NaAe of individual signing contract) above named, (S)He is the (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 th' �Z-day of Q 20 l7 Notary ublic MICHELLE DISTASIO of Applicant Notary Public,State of New York No.4994753 Qualified in Suffolk County Commission Expires May 22,20. i Of SOo.yol � o Town Halt Annex Jf Telephone(631)765-1802 54375 Main Road N � ��++,,aaxx(63I)765- 5p P.O.Box 1179 ` OQ rOQEr.rICllertfCl7iOWn.S0Ut�01 nV US Southold,NY 1197I-0959 �l i. BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ' Date: Company Name: Name: License No.: 33 Y 1 C1— M Address: Phone No.: j 7311— JOBSITE INFORMATION: (*Indicates required information) i *Name: *Address: *Cross Street: Ree- �'!e !u - *Phone No.: ' Permit No.: �6�7 Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: Y / NO (!ough Final *Do-you need a Temp Certificate: ES NO i Temp Information (if needed) . *'Service Size: 1 Phase 3Phase 100 150 20 300 350 400 *New S.c,wiee: -I,� _ id arground Number of Meters Change of Servi a Ov rhead ' Additi rli PAYMENT DUE WITH APPLICATIO 82= equest for lft @In 11,1KI �$G DJr f �OSVFFO(�CO BUILDING DEPARTMENT- Electrical Inspector GeTOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 A • Southold, New York 11971-0959 9 p� Telephone (631) 765-1802 - FAX (631) 765-9502 ro err ,southoldtownny.gov - sea nd(a4southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9/28/23 Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Kathy McMahon Address: 18.15-,Marlene Lane Cross Street: Pe60nic Bay Blvd Phone No.: 631-255-9011 Bldg.Permit#: 57,7(o3 email: mcmahon.jenniferj@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Basement outlets and general lighting 'Square Footage::, Circle All That Apply: Is job ready for inspection?: ❑1 YES ❑ NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑V NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION a� �,e C BUILDING DEPARTMENT- Electrical Inspector �y TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO,Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)_southoldtownny.gov -- seand(c),southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9/28/23 Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOE SITE INFORMATION (All Information Required) Name: Kathy McMahon Address: 1815.Marlene Lane Cross Street: Peconic Bay Blvd Phone No.: 631-255-9011 Bldg.Permit#: 0 t Iemail: mcmahon.jenniferj@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Basement outlets and general lighting Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES F&-/� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconhect❑Underground❑Overhead # Underground Laterals M 1 R2 0 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION bx'& a� C# i9 pSsw PERMIT 9 Address: Sw tchesl ( I( f 1 Outlets GFI's �1 Surface Sconces l H H's UC Lts Fans Fridge HW Exhaust Oven WAD Dmokes I I DW Mini -arbon I Micro Generator ombo Cooktop Transfer aC AH Hood Service Amps Have Usec .pedal l omments _�Ilalv Jul 181411:21a North Fork PT 16317342635 p.1 C-�-qSb To Whom it may Concern: July 18,2014 I am requesting an extension of Permit#UW for McMahon at 1815 Marlene Lane Mattituck NY through to 1/20/15. Thank you. Sincerely, Kathy McMahon (631)875-0864 D E C E � w E JUL 18 2014 BLDG.DEPT, TOWN OF SOUTHOLD Southold Town Building Department goFF114.0oG P.O.Box 1179 Permit#: 37763 53095 Main Rd C3 Southold,New York 11971 Permit Date: 1/18/2013 (631)765-1802 Expiration Date: 7/20/2014 Parcel ID: 144.-3-9 BUILDING PERMIT RENEWAL LETTER Dated: 10/7/2015 Applicant: McLean, Ted Location: 1815 Marlene Ln, Laurel Work Description: RESIDENTIAL ALTERATION construct additions& alterations to an existing single family dwelling as applied for A FEE OF $846.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: McMahon, Kathy Address: C/O Thomas Labado 1815 Marlene Ln Mattituck,.NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department ��O�guFFO(�-cd� P.O.Box 1179 Permit#: 37763 53095 Main Rd v ! Southold,New York 11971 Permit Date: 1/18/2013 y.1y�l ©� (631)765-1802 Expiration Date: 7/20/2014 Parcel ID: 144.-3-9 BUILDING PERMIT RENEWAL LETTER Dated: 4/26/2018 Applicant: McLean, Ted. Location: 1815 Marlene Ln, Laurel Work Description: RESIDENTIAL ALTERATION construct additions& alterations to an existing single family dwelling as applied for A FEE OF $846.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: McMahon,Kathy Address: C/O Thomas Labado 1815 Marlene Ln Mattituck,NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. cptv ��dp,N ww o j GoZO46O�E' 4P- 10 ye • �� f. .;,n.r 'sem• z t 6 ®2 Y% Ir v a �► 13pll( 130 SURVEY FOR REFERENCE GEORGE. T a RUTH LAEO®A AT MATTITUCK TOWN OF SOUTHOLD GUARANTEED TO SUFFOLK COUNTY, N.Y. Ir��OR��� �CTITLE GUARANTY 8 ` SCALE : u= S®' GEORGE T. a RUTWLABOOA t JUNE 1710969 LAND GURVEYOR Y3. LIC.NO.26725 RIVERHEAD. N.Y. t , REScheck Software Version 4.4.4 Compliance Certificate CNJ/ Project Title: Rear Extension Energy Code: 2010 New York Energy Conservation JAN 17 2013 Location: Suffolk County,New York ( �/ Construction Type: Single Family81 j�/,. p Project Type: New Construction TOb91�p� Conditioned Floor Area: 0 ft2 SouCHOlD Glazing Area Percentage: 14% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 1815 Marlene Ln Unique Design Mattituck,NY 250 Fulton Ave Suite 600 Hempstead,NY 11550 Cornpli8nce: Passes using UA trade-off Compliance: 2.2%Better Than Code Maximum UA: 371 Your UA:363 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 Cavity cont. Glazing U Assembly Area or R-Value R-Value or Door U Perimeter UJ-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1,946 30.0 0.0 68 Ceiling 2:Cathedral Ceiling 493 30.0 0.0 17 Wall 1:Wood Frame,16"o.c. 448 15.0 0.0 29 Window 1:Wood Frame:Double Pane with Low-E 21 0.320 7 SHGC:0.00 Window 2:Wood Frame:Double Pane with Low-E 24 0.320 8 SHGC:0.00 Window 3:Wood Frame:Double Pane with Low-E 19 0.320 6 SHGC:0.00 Window 4:Wood Frame:Double Pane with Low-E 11 0.320 4 SHGC:0.00 Wall 2:Wood Frame,16"o.c. 464 15.0 0.0 28 Window 5:Wood Frame:Double Pane with Low-E 19 0.320 6 SHGC:0.00 Window 6:Wood Frame:Double Pane with Low-E 29 0.320 9 SHGC:0.00 Door 1:Solid 56 0.320 18 Wall 3:Wood Frame,16"o.c. 448 15.0 0.0 34 Window 7:Wood Frame:Double Pane with Low-E 11 0.320 4 SHGC:0.00 Project Title: Rear Extension Reportdate: 01/13/13 Data filename: C:\Documents and Settings\darrenh\My Documents\REScheck\1815 Marlene Lane.rck Page 1 of 7 Gross Cavity Cont. Glazing Assembly Ar w ea or R-Value R-Value or Door ILIA Perimeter LI-Factor Wall 4:Wood Frame,16"o.c. 464 15.0 0.0 27 Window 8:Wood Frame:Double Pane with Low-E 21 0.320 7 SHGC:0.00 Window 9:Wood Frame:Double Pane with Low-E 28 0.320 9 SHGC:0.00 Door 2:Glass 21 0.310 7 SHGC:0.00 Door 3:Glass 42 0.310 13 SHGC:0.00 Basement Wall 1:Solid Concrete or Masonry 1,355 19.0 0.0 62 Wall height:7.0' Depth below grade:5.8' Insulation depth:6.7' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory rentedi,ted in the REScheck Inspection Checklist. &;: J Name-Titlelxrlq ® Date 1= � n 4 Project Title: Rear Extension Report date: 01/13/13 Data filename: C:\Documents and Settings\darrenh\My Documents\REScheck\1815 Marlene Lane.rck Page 2 of 7 REScheck Software Version 4.4.4 Inspection Checklist 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. 2010 New Plans Verified Field Verified York Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions Ener 103.2 Construction drawings andj #i❑Complies [PR1]1 I documentation sufficiently flDoes Not Comply �� j demonstrates energy code []Not Observable ;compliance for the building envelope. j❑Not Applicable 103.2, Construction drawings and I j❑Complies 403.7 :documentation sufficiently ❑Does Not Comply [PR3]1 ;demonstrates energy code y ❑Not Observable v ;compliance for lighting and ❑Not Applicable mechanical systems.Systems serving multiple dwelling units must demonstrate compliance with the commercial code. I 403.6i Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply j loads per ACCA Manual J or other Cooling: Cooling: ❑Not Observable approved methods. Btu/hr Btu/hr ;❑Not Applicable I � � I Additional CommentslAssumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Rear Extension Reportdate: 01/13/13 Data filename: C:\Documents and Settings\darrenh\My Documents\REScheck\1815 Mariene Lane.rck Page 3 of 7 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 I!Exposed foundation insulation ;❑Complies IFO11]z I protection. :❑Does Not Comply []Not Observable ❑Not Applicable 403.8 Snow melt controls. ;❑Complies IFO12]2 ' ❑Does Not Comply U :❑Not Observable 1 :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rear Extension Report date: 01/13/13 Data filename: C:\Documents and Settings\darrenh\My Documents\REScheck\1815 Marlene Lane.rck Page 4 of 7 2010 New Plans Verified Field Verified York Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions Energ 402.4.4 ;Fenestration that is not site built is i '❑Complies [FR20]1 fisted and labeled as meeting ❑Does Not Comply J ;AAMA/WDMA/CSA 101/I.S.2/A440 or ❑Not Observable has infiltration rates per NFRC 400 ❑Not Applicable that do not exceed code limits. 402.4.5 IC-rated recessed lighting furfures ❑Complies [FR16]2 (sealed at housing/interior finish and ❑Does Not Comply 1 labeled to indicate&It-,=2.0 cfm �❑Not Observable leakage at 75 Pa_ ❑Not Applicable 403.2.1 Supply ducts in attics are insulated to R- R- ;❑Complies [FR12]1 R-8.All other ducts in unconditioned R- R- ❑Does Not Comply spaces or outside the building I❑Not Observable I envelope are insulated to R-6.Not I 1❑Not Applicable applicable if all systems are ductless. 403.2.2 All joints and seams of air ducts,air ❑Complies [FR13]1 handlers,filter boxes,and building ❑Does Not Comply ltJ cavities used as return ducts are []Not Observable sealed. ❑Not Applicable 403.2.3 Building cavities are not used as ducts ❑Complies [FR15]3 i or plenums_ I❑Does Not Comply []Not Observable i IE]NotApplicable 403.3 HVAC piping conveying fluids above R- R- ;❑Complies [FR17]2 1105 IF or chilled fluids below 55 IF ❑Does Not Comply 1 are insulated to R-3. bNot Observable ❑Not Applicable 403.4 Circulating service hot water pipes are; R- R- ;❑Complies [FR18]z insulated to R-2. I❑Does Not Comply J I❑Not Observable ❑Not Applicable FRJ .5 Automatic or gravity dampers are 1❑Complies 9]2installed on all outdoor air intakes and i❑Does Not Comply exhausts. []Not Observable []NotApplicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rear Extension Reportdate: 01/13/13 Data filename: C:\Documents and Settings\darrenh\My Documents\REScheck\1815 Marlene Lane.rck Page 5 of 7 2010 New York Insulation Inspection Complies? Comments/Assumptions Energ 303.1 All installed insulation labeled or ;❑Complies ; [IN13j2 j installed R-values provided. ❑Does Not Comply ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rear Extension Reportdate: 01/13/13 Data filename: C:\Documents and Settings\darrenh\My Documents\REScheck\1815 Marlene Lane.rck Page 6 of 7 2010 New Plans Verified Field Verified York Final Inspection Provisions Value Value Complies? Comments/Assumptions Energy 402.4.2, Building envelope tightness verified 1 ACH 50= ACH 50= ;❑Complies 402.4.2.1 by blower door test result of&It;7 ACH 1❑Does Not Comply [FI17J1 ;at 50 Pa.This requirement may !❑Not Observable I J instead be met via visual inspection, I :❑Not Applicable I in which case verification may need to I I occur during Insulation Inspection. 402.4.3 ;Wood-buming fireplaces have ❑Complies [F18]2 t gasketed doors and outdoor i❑Does Not Comply I l) combustion air. I I❑Not Observable I r❑Not Applicable 403.2.2 Duct tightness via post-construction cfm cfm ;❑Complies [FI4]1 with maximum leakage of 8 cfm to :❑Does Not Comply J outdoors,or 12 cfm across systems. I❑Not Observable I For rough4n tests,verification may I 1❑Not Applicable I need to occur during Framing Inspection,with maximum leakage of ; 6 cfm across systems and 4 cfm I without air handler. I I 403.1.1 j Programmable thermostats installed 1❑Complies [FI9]2 on forced air furnaces. ❑Does Not Comply ❑Not Observable I I ❑Not Applicable 403.1.2 ;Heat pump thermostat installed on 10Complies [Fl10]2 heat pumps. I []Does Not Comply 4i[]Not ❑Not Observable I Applicable 403.4 I Circulating service hot water systems {❑Complies IF-111]2 have automatic or accessible manual {❑Does Not Comply controls. ❑ Not Observable I 1❑Not Applicable 403.9.1 ;Readily accessible switch on heaters ❑Complies ; [FI12]3 for swimming pools. ❑Does Not Comply fl Not Observable I Not Applicable 403.9.2 Timer switches on pool heaters and 10Complies [F119]3 pumps are present. []Does Not Comply f❑Not Observable 1 []Not Applicable 403.9.3 Heated swimming pools have a cover.! ❑Complies [F120]3 I Covers on pools heated over 90 OF ❑Does Not Comply; are insulated to R-12. []Not Observable j 1E]Not Applicable 1 401.3 Compliance certificate posted. I ❑Complies [FI7]2 ❑Does Not Comply y, I ❑Not Observable I i❑Not Applicable ; [03.3 I Manufacturer manuals for mechanical ❑Complies 8]3 and water heating equipment have ❑Does Not Comply1 been provided. []Not Observable I i 1EINotApplicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rear Extension Reportdate: 01/13/13 Data filename: C:\Documents and Settings\darrenh\My Documents\REScheck\1815 Marlene Lane.rck Page 7 of 7 2010 New York J( . Energy Conservation Construction Code Energy Efficiency Certificate ,Insulation . Wall 15.00 Floor 19.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor sHGC Window 0.32 Door 0.32 Heating&Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: PLOT PLAN - N.T. ELECTRICAL NOTES SMOKE DETECTOR' NOTES GENERAL NOTES 1. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE FEDERAL STATE AND j J.+ LOCAL AUTHORITIES ELECTRICAL CODES. (1.) SMOKE DETECTORS SHALL BE INSTALLED AS REQUIRED BY 1. THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING DETAILED, TRADE BY TRADE, SCHEDULE OF NYS RESIDENTIAL CODE RS317. THE COMPLETE PROJECT INDICATING A COMPLETION DATE. IQUE •' ' . 2. NO EXPOSED WIRING SHALL BE PERFORMED (2.) DETECTORS SHALL BE EITHER ION ZATION CHAMBER OR 2. THE GENERAL -CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE 3. ALL OUTLETS, TELEPHONE JACKS AND SWITCHES SHALL BE MOUNTED VERTICALL PHOTOELECTRIC TYPE AND TO COMPL' WITH RS 17-11. RESPONSIBLE FOR FIELD VERIFYING QUALITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF w. PROPERTY LINE 112.51' OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. ------ - 4. TYPICAL DIMENSION FROM CENTERLINE TO CENTERLINE OF-ADJACENT OUTLET BOXES SHALL BE 6'-0" O.C. (3.) UNITS TO BE HARD WIRED WITH INSTALLATION TO COMPLY WITH RS 17-12. i 3. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK STATE ° 5. ALL ELECTRICAL OUTLETS SHALL BE 1'-6" ABOVE FINISH FLOOR (AFF) UNLESS OTHERWISE NOTED. RESIDENTIAL CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE. .- DESIGNS to' MIN.,/ 8'-0" I (4.) UNITS TO BE APPROVED BY BOA D OF STANDARDS AND RY WELL 6. ALL BACK TO BACK OUTLETS IN ADJOURNING ROOMS SHALL BE STAGGERED. APPEALS, ACCEPTED PURSUANT TO RULES AND REGULATIONS 4. DIMENSION FIGURES SHALL ALWAYS BE TAKEN IN PREFERENCE TO SCALING OF DRAWINGS, ALL PROMULGATED BY THE COMMISSIONER JOR LISTED BY AN DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BEFORE ORDERING MATERIALS. 7. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RUNNING OF AND INSTALLATION OF THE THERMOSTATS ACCEPTABLE TESTING LABORATORY SUICH AS: (A) DRAFTING SERVICES AND LINES AS CALLED FOR ON THESE DRAWINGS. UNDERWRITERS LABS, NORTHBROOK, ILLINOIS. MEA LAB 5. ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS • CONSTRUCTION i #1-69-L; (B) CANADIAN STANDARD ASSOC., ONTARIO, CONSTRUCTION PROJECT. MANAGEMENT 8. ALL MATERIALS SHALL BE NEW AND CONFORM TO UNDERWRITERS LABORATORIES SPECIFICATIONS AND REGULATIONS. CANADA.MEA LAB #881-80L. I \ I 6. S' APPROVED • PERMITS ALL ELECTRICAL WORK SHALL BE UNDERWRITER co - P I' OVED AND COMPLY WITH ALL STATE AND 9. ALL RECEPTACLES TO BE GROUNDED AND TO RECEIVE STANDARD 3 PRONG LUG, UNLESS VOLTAGE AMPERAGE OR (5•) POWER SUPPLY TO BE DIRECT FROM BUILDING WIRING LOCAL CODES. • BLUE PRINTS I N \ I SPECIFIC NOTATION CALL FOR A DIFFERENT RECEPTACLE. WITHOUT SWITCHES INCIRCUIT SO THAT UNITS IN CONTINUOUS • EXPEDITING OPERATION. ! 7. ALL SOPHIST ARE TO CONTINUOS VENTED. i 10. ALL LIGHT SWITCHES SHALL BE GAUGED TOGETHER WHEREVER POSSIBLE. j . � + I (6) UNITS SHALL BE INSTALLED IN AR AS DESIGNATED ON 250 FULTON AVE, SUITE 600 8. SEAMLESS LEADERS AND GUTTERS AT ALL NEW ROOF SLOPES. PROVIDE CONCRETE SPLASH BLOCK _________________ _ 11. PANEL LAYOUT TO CONFORM TO NEW POWER REQUIREMENTS. AT TERMINATION OF ALL LEADERS. i - PLANS THEY SHALL BE LOCATED ON OR NEAR THE CEILINGS HEMPSTEAD, NY 11550 2r-t " ss'-tr' 12. CONTRACTOR SHALL CONNECT, DISCONNECT AND PROVIDE ANY NECESSARY RUNS TO CONFORM TO REQUIREMENTS. AND WITH IN 15'0 " OF ANY ROOMS USED FOR SLEEPING g. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. TEL:516-485-4835 PURPOSES: F DWELLING NITS WIT U TIPLE LEVELS. WHEN PORP E OR I U H M L FAX: 516-485-4855 :--------------, � r-------------------------., � '� ANY LEVEL HAS INLAY ONE MEAN OF GRESS, UNITS SHALL BE -� 13. ELECTRICAL CONTRACTOR TO INSPECT THE EXISTING ELECTRICAL SYSTEMS AND TAKE WHATEVER NECESSARY STEPS TO PROVIDED ON ALL LEVELS. 10. CONTRACTOR TO PROVIDE FLASHING AT ALL EXTERIOR WALL OPENINGS AND ROOF CELL: 516-924-4854 z I I z ENSURE THE ELECTRICAL SUPPLY IS ADEQUATE FOR THE NEW INTENDED USE. ; INTERSECTIONS. . STEP FLASHING WILL BE PROVIDED AT ALL CHIMNEYS IN CONTRACT WITH THE ROOF. t (7.) CEILING MOUNT - CLOSEST EDGE F UNIT SHALL 8E MIN. ALL VENTED PIPES OR OTHER PROTRUSIONS SHALL BE PROPERLY FLASHED WITH BASE AND CAP 14. CONTRACTOR SHALL REROUTE AS REQUIRED ALL EXISTING ELECTRICAL AND HEATING LINES, WHICH INTERFERES WITH " FLASHING. l ' 1 / oc I 0 OF 4 FROM ANY WALL. (B) WALL MOUNT - CLOSEST EDGE OF 15'-11 NEW CONSTRUCTIONS. LL BE A MIN 0 X UNIT SHA F 4" ANDA VAX. OF 12" FROM 11. CONTRACTOR TO VERIFY ALL WORK WITH MECHANICAL AND ELECTRICAL CONTRACTORS TO ' 15. INSTALL AS PER OWNER'S DIRECTION ANY AND ALL TELEPHONE WIRING IN WALL PRIOR TO SHEET ROCKING ALL CEILING. COORDINATE LOCATION OF SLEEVES, PIPING, DUCTS, CONDUIT AND ELECTRICAL OUTLETS. EXIsr. ONE FRAME I TEMPERATURE CONTROL WIRING SHALL BE SO RUN CONCEALED IN WALL, FLOOR AND OR CEILING. W STRUCTURAL NOTES HOUSE 12. CAULK AND SEAM ALL JOINTS PROVIDING A POSITIVE BARRIER AGAINST THE PASSAGE OF AIR EXIST:'' I J 16. ELECTRICAL WORK TO BE BOARD OF FIRE UNDERWRITERS APPROVED. THIS APPROVAL .SHALL BE OBTAINED BY AND MOISTURE. ` 6AIZ1C�E I ELECTRICAL CONTRACTOR. i (1.� ALL STRUCTURAL WORK SHALL B PERFORMED IN STRICT 13. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE A 1 , S t5'-tt" I 38'-5" 17. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING ELECTRICAL BOXES, SWITCHES, OUTLETS, FIXTURES, ETC. AND ACCORDANCE WITH THE NEW YORK STATE RESIDENTIAL CODE REQUIRED BY OWNER, BUILDING MANAGEMENT AND GOVERNMENT AGENCIES HAVING JURISDICTION AS AND WITH ALL RULES AND REGULATIONSIF ALL AGENCIES WELL STATUTORY REQUIREMENTS FOR DISABILITY BY JOB CONDITIONS AND/0R OW R'S N MODIFY THE EXISTING ELECTRICAL SYSTEM TO SUIT NEW USE, ALL IN ACCORDANCE WITH NEW YOUR SATE ELECTRICAL CODE REGULATIONS. . . INSURANCE SHALL PROTECT OWNER, ARCHITECT, AND ANY OTHERS FROM LIABILITY MOP W Q DUE TO CONTRACTOR'S NEGLIGENCE. CERTIFICATES OF INSURANCE SHALL BE SENT TO OWNER AND 2. SOIL BEARING VALUE IS ASSUMED : 0 BE TWO 2 T ONS PER .y:''.•• - ' , FORrIGO m 18. INSTALL ALL WALL SWITCHES AT 4'-O" ABOVE FINISH FLOOR TO CENTERLINE OF THE SWITCH UNLESS OTHERWISE O DEPARTMENT OF BUILDING PERMIT PRIOR TO COMMENCEMENT OF ANY WORK. SEAL NOTED. S.F. SUBJECT TO FIELD VERIFICATION, SHALL BE EXAMINED t I AND APPROVED FOR BEARING CAPACITY BEFORE FOOTINGS AND �<, 0� 0 V LAID. BEARING RESULT TO BE SUBMITTED TO BUILDING 14. ALL CONTRACTORS SHALL CHECK CONDITIONS AND TEXT ALL ELEMENTS UNDER THEIR M O JURISDICTION WITHIN WORK AREA. ANY ITEMS FOUND INCONSISTENT F F KHq ;I`;a.•: ,_.- °,:'';, "''.,, i M ; z DEPARTMENT FOR THEIR REVIEW. FAULTY OR DAMAGED DUE TO �, MO O p I DEMOLITION OR ACCIDENT SHALL BE REPAIRED PATCHED OR REPLACED AT DISCRETION OF ARCHITECT PLUMB ING NOTES 3. CONCRETE WORK SHALL CONFORM ,;TO ACI 318 LATEST AND AT CONTRACTORS EXPENSE. EDITION AND THE NEW YORK STATE RESIDENTIAL CODE, IN CASE r- •�` 1"1"1cc OF CONFLICT. THE NEW YORK STATErFROZEN SIDENTIAL CODE SHALL 15. CONTRACTOR IS TO PROVIDE PROPER PROTECTION OF EXISTING AREA AND NEW WORK AND WHry`} � 77��. 1. ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NYS RESIDENTIAL CODE AND LOCAL AUTHORITIES RULES AND ERE _____.__,___ GOVERN. INADEQUATE PROTECTION IS PROVIDED. THE CONTRACTOR IS TO REFURNISH SURFACES AT HIS OWNER �s i;, ------- -�---- ----------- --- - ------� REGULATIONS. {` ? PROPERTY LINE 112.5d EXPENSE. 2. CONTRACTOR SHALL REROUTE AS REQUIRED ALL EXISTING PLUMBING AND HEATING UNITES, WHICH INTERFERES WITH 4. NO FOOTINGS SHALL BE POURED SOIL, OR WHEN NEW CONSTRUCTION. TEMPERATURE IS 40 DEGREES AND I DROPPING. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OR DEBRIS PRODUCED AS A RESULT OF ALL nFFS5f0��� �''+ ..,, ,;,;•::,. •i:" MARLENE LANE �j WORK BY THEIR SUBCONTRACTORS OR THEIR OWN INSTALLATIONS SHALL LEAVE AREAS BROOM CLEAN 5• ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH 2 AFTER COMPLETION OF WORK. 3. HEATING DESIGNS SHALL COMPLY WITH A.S.H.R.E. STANDARDS, THE NATIONAL ELECTRIC CODE, LOCAL MUNICIPALITIES # ( DRAFTING BY AN REQUIREMENTS OF THE NEW YORK BOARD OF FIRE UNDERWRITERS. OR APPROVED EQUAL), STRUCTURAL RADE WITH MINIMUM F-1 }� 200 PSI, AND SHALL BE GRADE MARKED AT THE MILL PRIOR 17. ALL UNSATISFACTORY WORK SHALL BE REMOVED AR RE-EXECUTED AT NO COST TO THE OWNER OR ARCHITECT. ccTO DELIVERY AT THE SITE. a;'•°."; - 4. ALL WATER PIPES IN UNINSULATED SPACES TO BE INSULATED -WITH 1" INSULATION FOR.PIPING 1" OR LESS AND 1 ® - � � INSULATION FOR PIPING 1 TO 2 6. NO JOINTS OR RAFTERS SHALL BE;'CUR OR NOTCHED r 18. ALL CHANGES WHIQH RESULT IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTEN 250 FULTON AVE, SUITE 600 AUTHORIZATION BY OWNER. EXTRA COST PROPOSALS SHALL BE SUBMITTED TO OWNER FOR BETWEEN SUPPORTS WITHOUT CONSULTING THE ARCHITECT. HEMPSTEAD, NY•11550 r' 5. TEMPERATURE CONTROLS MAY NOT EXCEED 78 FOR HEATING EXCEPT AS OTHERWISE DIRECTED AS SPECIFIED BY APPROVAL. MECHANICAL ENGINEER. ' ~ ,Y CELL:646-996-5421 7. GROUT FOR STEEL COLUMN BASES TO BE NON-SHRINK WITH 19. GENERAL CONTRACTOR AND ASK SUBCONTRACTORS TO FULLY GUARANTEE THEIR WORK AND ALL < .I `EMAIL:••CADS42.1@MSN,QOM F C = 5000 P.S.I. .. " 6. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND'.VENTED AS,REQU.IRED BY NYS. CODE, CAST IRON MATERIALS FOR MIN..i YEAR STARTING FROM THE COMPLETION OF THE JOB AND ACCEPTANCE OF �.'' ';• PIPE SHALL CONFORM X70 LOCAL CODE REQUIREMENTS WITH APPROVED JOINTS'PIPES SUPPORT AND CLEANOUTS. I THE COMPLETED Cw'?01FCT. PROJECT INFORMATION � '•'':, 8. ALL EXPOSED CONCRETE TO BE Al ENTRAINED • FASTENER SCHEDULE FOR STRUCTURALMEMBERS 7. CONTRACTOR TO PROVIDE EQUIPMENT USE PERMIT IF REQUESTED BY' HE AUTHORITIES HAVING JURISDICTION OVER IL 20. THE CONT GT'n SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL .. . I THIS PRODUCT. 9. FABRICATION AND ERECTION OF AL NEW STRUCTURAL STEEL WORK DURIN ONSTf;UCTION AGAINST AMA WORK SHALL CONFORMED TO THE ASIC SPECIFICATIONS FOR rrr, DAMAGE BREAKAGE, COLLAPSE, DISTORTION AND w NUMBER & TYPE OF '' THE DESIGN. MISALIGNM T ACCO:,�ING TO APPLICABLE CODE STANDARDS AND GOOD PRACTICE. H15 MARLENE LN " DESCRIPTI(J OF BUILDING ELEMENTS a b c d SPACING OF FASTENERS 8. ALL BUILT-IN PLUMBING FIXTURES TO BE SUPPLIED AND INSTALLED BY LICENSED PLUMBING CONTRACTOR. PLUMBING , FASTENER > > TO SUPPLY ALL NECESSARY INFORMATION FOR CUTOUTS TO BE PERFORMED BY CABINET CONTRACTOR. 10. ALL NEW STEEL SHALL CONFORM 'f0 ASTM-36 21. GENERAL CONTR4CTOR TO PROVIDE ANY TEMPORARY SHORING, UNDERPINNING, AND/OR MATTITUCK N.Y. JOIST TO SILL OR GIRDE TOE NAIL 22-gd3-8d _ 9. ALL CHANGES IN THE SIZE OF "RUN" ON DRAINAGE PIPING SHALL BE MADE WITH REDUCING FITTINGS. ALL WATER RARY STRUCii, Ab WORK REQUIRED FOR THE ADEQUATE EXECUTION OF THE JOB. 1%6" SUBFLOOR OR LES TO EACH JOIST, FACE NAIL 2 STAPLES, 1[ - SUPPLY PIPING SHALL BE SIZED TO PRODUCE VELOCITY NOT TO EXCEED 8FT/SECOND AND SHALL HAVE A MINIMUM OF 11. ALL CONNECTIONS SHALL BE WELDED USING E70XX c:, 22. ALL PARTITIONS AND JOINTS ARE TO BE TAPED SPACKLED N (PROPOSED REAR 2" SUBFLOOR TO JOIST R GIRDER, BUND & FACE NAIL 2-16d - 8 P.S.I. PRESSURE AT EVERY FIXTURE. BOLTS, J" DIAMETER,TIFIAEDWELDER,-307 ( RBOLTED AS APPROVED INCBYMON TO RECEIVE PAINT.R WALL COVERINGS. ALL CORNERS TO RECEIVE METAL CORNER OBEADS. READY EXTENSION) SOLE PLATE TO JOIST O BLOCKING, FACE NAIL 16d 16 O.C. ENGINEER). TOP OR SOLE PLATE 1-0 STUD, END NAIL 2-16d - 10. EXPANSION COMPENSATORS AND ANCHOR SHALL BE PROVIDED FOR EXPANSION IN HOT WATER PIPELINES. 23. ALL WALLS TO �E PAINTED SHALL BE TAPED SPACKLERS AND PAINTED WITH TWO COAT OF , STUD TO SOLE PLATE, T E NAIL 3-8d OR 2-16d 11. PROVIDE SHUTOFF VALUE ON ALL BRANCH-LINES TO EACH FIXTURE INCLUDING BRANCHES FROM MAIN. AND RISERS. 12. FOOTING TO BEAR ON UNDISTURBED SOIL OR CONTROLLED PRIMER AND TWO COATS OF FINNISH PAINT. DOUBLE STUDS, FACE N L 10d 24"O.C. STRUCTURALLY COMPACTED GRANULAR FILL HAVING A MINIMUM 24. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS OF OMISSIONS OF THE DOUBLE TOP PLATES, FACE NAIL 10d 24"O.C• i 12. ALL WATER PIPING SHALL BE TYPE "L" COPPER TUBING. BEARING CAPACITY OF 3000 POUNDS(ER PER SQUARE FOOT. CONTRACTOR OR ANY SUBCONTRACTOR OR ANY OF THE CONTRACTOR'S OR SUBCONTRACTORS CONTRACTOR SHALL VERIFY ALL FIELD SOLE PLATE TO JOIST 0 BLOCKING @ BRACED WALL PANELS 3-16d 16"O.C. EMPLOYEES OR AGENTS, OR ANY OTHER PERSONS PERFORMING ANT OF THE WORK. CONDITIONS AND DIMENSIONS AND BE DOUBLE TOP PLATES MI IMUN 48-INCH. OFFSET OF END JOINTS, 8-16d - ; 13. NEW HEATING AND HOT WATER UNITS SHALL BE MODIFIED TO SUIT NEW USAGE. 13. THE BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM RESPONSIBLE FOR FIELD FIT AND QUALITY FACE NAIL IN LAPPED A EA OF 3-O' BELOW OUTSIDE GRADE OR AS INDICATED ON 25. NO CHANGES SHOULD BE MADE THESE PLANS WITHOUT THE WRITTEN APPROVAL FROM THE OF WORK. NO ALLOWANCES SHALL BE BLOCKING BETWEEN JOIS S OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d - DRAWINGS & SOIL REPORT. ARCHITECT, THE ENGINEER OR INTERNATIONAL PERFORMANCE. MADE IN BEHALF OF THE CONTRACTOR FOR RIM JOIST TO TOP PLATE TOE NAIL 8d 6"O.C. TOP PLATES, LAPS @ CO NERS & INTERSECTIONS, FACE NAIL 2-1 Od - ANY ER"I�OR ON NEGLECT ON HIS PART. . ` BUILT-UP HEADER, TWO IECES W/. \" SPACER 16d LEGEND DESiG� CRIT • CONTINUED HEADER, TWO PIECES 16d - E R IA REV# DESCRIPTION DATE E O GONSTRLYTION r0 REMAIN THE DESIGN CODE IS THAT OF NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE AS OF JANUARY 01 REVISED AS PER 8-13-2015 CEILING JOISTS TO PLAT TOE NAIL 3-8d - CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d - - 3, 2007 AS BUILT CONDITIONS CEILING JOIST, LAPS OVE PARTITIONS, FACE NAIL 3-1Od - - ffADER NEW CEILING JOIST TO PARAL EL RAFTERS, FACE NAIL 3-10d - //iy 'r ION SEE Wim' - - PROPERTY LINE DETAILS FOR MORE INFO. - THE DEISGN CRITERIA IS AS SHOWN IN TABLE R301.2.1.1 OF THE NEW YORK STATE RESIDENTIAL -8d CODE. (1) AMERICAN FOREST AND PAPER ASSCIATION (AF&PA) WOOD FRAME CONSTRUCTION + ' RAFTER TO PLATE, TOE AIL 22 2-16d - 1" BRACE TO EACH STU & PLATE, FACE NAIL 2 APLES, 1 - MANUAL FOR ONE- AND TWO- FAMILY DWELLING WFCM ',• . ;' 1"x6" SHEATHING TO EA(H BEARING, FACE NAIL - _ 1 1 1 1 I HR FIRE RATED GONSTRIYTION. _ = - _ _ _ _ EXT( 6"TRJGrION & IT06 TO f- REMOVED ( ) 22 gdAPLES, 1[ 6EE PARTITION TYPES FOR MORE INFO 1"x8" SHEATHING TO EACH BEARING, FACE NAIL 3 STAPLES, 1 - THE DEISGN CRITERIA IS AS SHOWN IN TABLE R301.2(1) OF THE NEW YORK STATE RESIDENTIAL CODE 3-gd - O 9AOKE PETEGTOR XO-- WALL TYPES, SEE WALL PErAILS "! WIDER THAN 1"x8" SHE HING TO EACH BEARING, FACE NAIL 4 STAPLES, 1 - FOR MORE INFO. " BUILT-UP CORNER STUD 10d 24"O.C. O GROUND SNOW. LOAD IS 45 # / SQ. FT. (,12 GARi30N MONOXIDE DETEGTCR DRAWING TITLE i ; 10d NAIL EACH LAYER AS FOLLOWS: WIND SPEED IS 110 MPH BUILT-UP GIRDERS & BE MS, 2-INCH. LUMBER LAYERS 32"O.C, TOP & BOTTOM & STAGGERD. TWO NAILS ENDS i, AND AT EA SPLICE WALL DETAILS " " ' ° •' ' 2 PLANKS 2-16d � EACH BEARING SEISMIC DESIGN CATEGORY C ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS: 4-16d THIS PROPERTY IS NOT WITHIN ONE MILE FROM SHORE LINE TOE NAIL 3-16d - + FACE NAIL PLOT PLAN, NOTES RAFTER TIES TO RAFTER FACE 3-8d - Ir' WOOD STRUCTURAL PAI ELS,SUBFLOOR,ROOF&WALL SHEATHING TO FRAMING,&PARTICLEBOARD WALL SHEATHING TO FRAMING IWR 2„ Eff m� Y - �` r r� LEGEND DETAILS ''+"'' "'+'',''' . 5/16- 6d COMMON NAIL SUBFLOOR, WALL 6 1� u 8d COMMON NAIL ROOF f 2x4 WD. S 19/32-1 8d COMMON NAIL 6 @ 16" OG. 1- -11 10d COMMON NAIL OR 8d DEFORMED 6 12 R-13 PArr IN%I ATIGN aI/2"�6YP��ivl �OARD NAIL „ v I/Z QYPSUM f;0ARP PR�vIE & PrAllt ANT CHECKBY DESCRIPTION OF SPACING OF FASTENERS (6�� I/Z„ ON Sim (WR DESCRIPTION F BUILDING MATERIALS INTERMEDIATE I/2" &YPSLN bp- @ T.M. FASTENER a,b,c,d EDGES(inches) AIR It�ILTRATION DATE ` inche LF IPE & I. ~ti I SUPPORTSc�e s „ TOILET S TU13 REGULAR CELLULOSIC :; ' - L, ' I 6 $ARRIER fY TYVEK GP a {,. BERBOARD SHEATHING ='� ( ' 3 SUIZROUNp) a -2S-ZO12 STRUCTURAL CELLUL IC FIBERBOARD EC UVALENT FOUNDATION SCALE HEATHING ` 3 6 I/2" R161p INSULATION yV AS 25 32 STRUCTURAL CELLULOSIC FIBERBOARD - NOTED SHEATHING 3 6 OL)fLE.5" VINYL D VI DRAWING� ,. ' \ GYPSUM SHEATHING 1� ALVANIZED ROOFING NAIL (.LAD ALLM. SIPINC Zxk WOOp STlpS 1X4 w00p 5TL4S I @ 16' OG. a I ' OG. 6 OMMON NAIL STAPLE GALVANIZED 4 8 r • 'r 1\LNG, 1 SCREWS, TYPE W OR S FAGS QF ST1JD v ' GYPSUM SHEATHING 1 GALVANIZED ROOFING NAIL, d COMM?.,N NAIL, STAPLE GALVANIZED, 4 8 ! 1 JLONC 1 SCREWS, TYPE W OR S J\� 700D STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING X MAR 3 � Zd�& Al . [ & LESS d DEFORMED NAIL OR Sd COMMON NAIL 6 12 � `� l O �� • I I �I�.'� '�fi�T I T I ON INT. PAR IT I ON ]-1 d COMMON NAIL OR 8d DEFORMED NAIL 6 12 SGALE: ( (/2„ = r-p" I I/Z HR. RATED ' 5(�AL)=: I -1�2" = I'-O" NON-REARM GALE: 1 I/2" = C O" AT FOUND�0.TION WALL R�b�G DEP'I'. h T_-1j QdLCOMMON NAIL OR DEFORMED 6 12 �I TOWNOFSOUTHOw PROJECT# k� M.O. ' . 66x44x51`/ ROCKWELL E`.ORE55 DESIGNS WINDOW WE11 W/ DRAIN & COVER PROVIDE 8" TM PO JR? GONG. OR APPROVf-P EQUAL INSTALL PER EPN. WALL ON I6"x5" r-GONG. MANUFAGTERS RECOMMENDATIONS • DRAFTING SERVICES FTO. A-10N 60TH of FOOrIN COLOR TO M SELECTED 6Y CONSTRUCTION WITHExISrNr, ADJAI,ENr MANAGEMENT NEW WIN. - - -_ 17 I I • PERMITS 3-81 I • BLUE PRINTS 25'-1 " EXPEDITING kNe 250 FULTON AVE, SUITE 600 INSTALL NEW WOODEN + HAMPSTEAD, NY 1 p o 1550 STAIR NEW. FINISH BASEMENT TEL:516-485-4835 I I -- - �' O�oRPI Ar FAX: 516-4 x CLCD. Her. 8-d v.I.F. N - o N E M.O. WITH 85-4855 I N -- WINDOW MF&. CELL: 516-924-4854 6" PIAM. LALLY CGL W/ 24 X 24 X V-d' N LINE OF bAY WINDOW DEEP FOOTING � - ABOVE 21 3" STEEL CLL ON 24 X z O INSTALL_ DO�NEL i► �- — — — m WITH EPDXY N 24 x n DEEP FoorIIJ6 N NEW W &x33 STEEL BEAM WITH (2) 1�' X 7�' LVL N ON QOM SIDES BOLTED FLl1�i FLITCH 3-d 15-Id '� - -- o L O N b I 4X4 POWER POST -- ——-- —� SD , SEATING ON ——— �69 Gp j FOL,NPATION WALL L v OFFICE 6 SEAL I I "\ ? CLCD. HOT. 6'—S" V.I.F. IL ,Q F ►� :- PED N, NK 2=611 7 PN p z STEP6 P05T UP-:77777777777777 1�/ `tea 1635 7• O r / _ _ - -_ _. _ -- -- -- / L J • • L 11 (OPES)I ll`- 3'-5 x I LI NEW W 91X15 STEEL HEADER , ' ® N NEW H �IFOLD INSTALL PO&f--L 7 DRAFTING BY WITH EPDXY I O EXIST. _BASEMENT � Q FINISHED STORAGE N � Z a�'1� I� � � t_.J U-1 - 250 FULTON AVE, SUITE 600 G� 5t1OWER Pl1�P Q� HEMPSTEAD, NY 11550 � qZ - X - N �, CELL:646 996-5421 — — EXTO 2x91 F.J. @ 10 D.G. Y °I' EMAIL:CADS421@MSN.COM TO REMAIN A5 15 EX E7. GOL L PROJECT INFORMATION ; REMAIN TYP. 'U.ON. - NSrALL DOWEL WITH EPDXY � . . . _, . . .l . .. . 1815 MARL ENE LN, I EXIST. CRAWL SPACE , 7771 I 66 x44 x5('/4:>oROGKWELO F-CRESS MATT I T U C K N.Y. -I -,« J�JI � � ILER WINDOW WEI I W/ DRAIN & COVER POST UP OR APPROVED EQUAL INSTALL PER (PROPOSED REAR I MANI�AGTERS REGOv&ENDATIONS HOME OYM , COLOR TO ISE SELF-6TEP f5Y GLC. H67T. �'-8" v.LF. Gn owNER EXTENSION) EX15T. UNFINISHED A-A L- - - - �I OGK LP EXISTING 15A5EMENT A- q� I �6. HOT. G'-&" V.I.F. _ _ _ q CONTRACTOR SHALL VERIFY ALL FIELD +" N WINDOW A5 REL, P MATOi EXIST. A�,>AGFNr 2'-g" 1 W CONDITIONS AND DIMENSIONS AND BE , x RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK. NO ALLOWANCES SHALL BE ' I P05T UP EXI76. eIRPER MADE IN BEHALF OF THE CONTRACTOR FOR ' EXIST. N x�AVATED �, - - - - - - I �� CRAPE ANY ERROR ON NEGLECT ON HIS PART. REV# DESCRIPTION DATE I ` N 01 REVISED AS PER 8-13-2015 UNEXCAVATED © ¢ AS BUILT CONDITIONS ter COMPACT°P FHL XIST. EXIST._UNFINISHED Z UNEXCAVATED BASEMENT '�- I PROVIDE 5' TICK PARED W. ' COMPACTED FII �LC�. HC�T. G'—&" y.IP. cA EPN. WALL ON 16"x5" T GONG. Fr6. ALIGN WTTOM OF FOOTING WITH ExiSrlrx� ADJACENT �i INSTALL POWEL DRAWING TITLE INSTALL DOWEL , WITH EPDXY I LOCATION OF 4x4 Wlm EPM WD. P05T L F TYP. BASEMENT/ I FOUNDATION PLAN : I I 2,l v 4ll CHECK BY 16'-4' 25'-b" T.M. DATE 11-28-2012 SCALE AS NOTED DRAWING# f�AeEMENT/fOUNPAT ION PLAN PROJECT# �Ir ' r i IQUE TOP PLATES 11'-4" 26-12" 20'-8" n: NEW PZAR EXTEN510N y STUD 10'-0" 6'-6" 8'-0" 1'-8" -,, pOARD HOLE MAX. DESIG � S I C,, 3'-d' HAND IZAILIN6 DIMETER 40 PERCENT ' �t j OF STLD DEPTH WOOD PLATFORM o DRAFTING SERVICES RIX-f 4x4 NOTCH MUST NOT MEEp 25 • CONSTRUCTION WD. PG5r _ _ _ ———— —— — — — (2) rw2� O WIND I—— — —�'-d' SLIDER POOP, PERCENT OF snip DEPTH MANAGEMENT (2)--ixlo HDR 20/71" (2) 2x10 HnR. I • PERMITS BOARD HOLES SHALL NOT f5E • BLUE PRINTS I LOCATED IN THE SAME GROSS • EXPEDITING SECTION OF GtJ>" OR NOTCH IN STUD IF HOLE I5 MTWEEN .10 PERCENT AND 250 FULTON AVE SUITE 600 60 PEP-.,, OF STUD DEPTH, THEN STUD MUST 6E DOUDLE AND NO MORE THAN TWO HEMPSTEAD, NY 11550 41Pi SUCCESSIVE STUDS ARE DOUNLFP AND TEL:516-485-4835 NEW FAMILY ROOM S0 f5oRED FAX: 516-485-4855 CATHEDRAL CEILING I I ! CELL: 516-924-4854 4X4 POWER POST I I � SECTION Z—Z N OT C_ H I G AND BORED HOLE SEATING ON FOUNDATION WALL X; H 4 0LIMI�I AT ONS FOR EXTERIOR -- -- - -- -- -- It 4x4 WDA3 SCALE: 1/4"=1'-0" NCW 2 17"xll�' LVL. FA n I P05T /r % L"DI PAY WIN. WALLS ND BEARING WALLS ( - - -�-- - - b NEW 2X10 R.R. I NEW 2X10 R.R. 5 I @ W, O.G. ( � @ W, OL. 8'-01" 2 - i A3 SCALE: 1/4"=1'-0' ( \\ \ I�� // 2 NEW FLUSH HDR LVL. \\ i \ 3'-d" HAND RAILING I / fir= z I X= \ i i N /� I I CL � � I �I o "o> I �i 4X4 POWER POS G TEATIN& ON 1 u I FIIdJDATION WALL - \ ( / c� / ' SEAL \ 4 REE. \ I // // I 16d NAIL GYP%M WALL f50ARD 1E O F NFA, \ N N \ / / 1 i C� 24" O.C. WITH CHAPTER 7 2) 210 HDR. -d\ EXIST. _ w \ I / i 4x4 WD BATH / MASTER I;;;- o \ RIDGE 4x4 WD. \ / P05T / r +; \ P05T \ I , i N {;! 5 BEDROOM I WOOD .,TRUGT�ZAL PANEL 0 5 w• Sd NAIL @ G" OG. WIrH TABLE R/v02,3(I) h ' NdCI I (ALL PANEL WOES) FSSION \ NEW (2) I 'x LVL FLUSH IIDR I 4x4 WD. FRAMING MEM13ER5 NOT• i \ I0 L I AT PANEL EDGES i DRY MUD ROOMPoST o i Q) ��, ��• I DRAFTING BY -i ( O �I \ OVEN / NEW SX10 .R ® 6'" 0 I J e o TUB ,�xlsr. NEW 2X8 G.J. @ i�" o.G. W� R—'50 1 =,N EXTERIOR OUT SIDE mc --,n I -- - --—NEW (2) 2X12 RIDGE -- tib - -- rIATT INSU- I00 FRAMING N G N -- — N ;� 3 CORNER I W 6'-2" 8'-10" �p / KITGIIEN AREA \ A3 SCALE: 1/4"=1'-0" 250 FULTON AVE, SUITE 600 c til I HEMPSTEAD, NY 11550 z \ sp I i EMAIL:CADS421 c@MSN1COM ' Iw/111 1111t1111 A11 tR.Itllw tl/1111 IN t It� �" O ( x � \ I I / ' 00 ` I \ I PROJECT INFORMATION I / i O O (2 2X12 t1DR LVL. i N I /LXIO R.R. / I 0-6, , GD O 3'-10" 6'-8" �ySJ' ' \\ ( IGd NAIL @ 24" oG. 1815 MARLENE LN, I / O aQ�� l \\ CL. GYPSLM WALL BOARD INSTALLED IN ACCORDANCE M ATT I T U C K N.Y. WITH CHAPTER 7 (INTERIOR) I I (PROPOSED REAR x � _ EXTENSION) ® � EXIST. DINING ROOM N �. / O Z I WOOD STRUCTURAL PANEL EXIST. DEN x �. II INSTALLED IN AGGORDANGE A-A _ _ _I I I \\ � X I WITH rAftZ I \\ EXIST. EEDROOM w 1 A CONTRACTOR SHALL VERIFY ALL FIELD 1 _ _ A6 �— Sd NAIL @ 6". O.G. ON ALL CONDITIONS AND DIMENSIONS AND BE EXISTING \ A g'_7» W / I \\ 15'-11 " I ��-2 I 11'-9 " I FRAMING MEMBERS NOT AT RESPONSIBLE FOR FIELD FIT AND QUALITY N I GARAGE \ � a{ � i PANEL EDGES AND I2 IN. OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR O.G. ON ALL FRAMING R FOR ANY ERROR ON NEGLECT ON HIS PART. --=-- --- - - - I MEM15 RS NOT AT PANEL \ - EXISr_WIN.- /_ I 151` WIN_ _- --- -- / EPOES I &XISr. 7XIO R.R. I XIST. 2X10 R.R. 1 1" I O _ EXTERIOR I N I REV# DESCRIPTION DATE @ h" 016. i @ I�" o.G. ; i � N I N, � I I I SDE o1 REVISED AS PER 8-13-2015 I ► �xIST. 2x10 RR. 1 2 CORNER FRAMING AS BUILT CONDITIONS I (— 2XIo RR 1 i I I 1 ° NEW PpRTICO ° I I LININ' L. (V.IFj �i �" O•G. (V.IF) III i I A3 SCALE: 1/4"=V-0" PEN PORCH I �_ �� I OPEN PORCH I ( �- �r NEW ZXS R.R. 1�NEW ZXS R. I ; I @ I�" @ Io" o I 1 I I 3'-2'" 1 I I I I I I 16 GAGE 0 054 IN.) I i EW 3yZx-9/Z PSL NEW 31 41122. PSL NEW �Zx1/ P5L ( AND RFIOGATE Olin �AW-f- Pd,OR - - ----- = ` I ACROSS WITH 1.5 IN WIDE M8TA 8-16dNAILS — �- L - - ------- - --- -- -- --- . L_ - - -- -- ---1 - ---- -- J NEW RNLIN6 AS SELECTED EXIST�YV{N. J F��I'tSATER THAN 50 DRAWING TITLE RGENT OF THE PLATE WI Th - - - DECORATIVE GOLUviN 15Y OWI•ER, 3'-d' MIN. AFF. SUTW A5 SE-EGTEP TYR PAY OWNER W/4x4 WD EXTERIOR OR P05T TYP. " - - - - - -- - - - - - BEARING WALL g'-," s-z C FIRST RST F LOO R PLAN & FRAMING DETAILS TOP PLATES ' 2„ 8,-411, 8'-6" 8'-42" 2 PIPE CHECK BY 16'-311 T.M. 16'-4" 25'-6" DATE 11-28-2012 SCALE AS NOTED DRAWING# ff ! i f�ST ffLOOf Z PLAN TOP PLATE FRAMING TO ---- I . sG�>✓ I��" = r-d' 1 ACCOMMODATE PIPING j I A3 SCALE: 1/4"=1'-0" I PROJECT# " UE DESIGNS i r------ -- -- -- -- - — ------ -- -- -- ----—� DRAFTING SERVICES• CONSTRUCTION I I FINISH FLOOR 'VA. PLYWow MANAGEMENT SUDOR • PERMITS • BLUE PRINTS i NEW 2xlO R.R @ 16" 0.6. NEW 2x10 R.R ® I6" oG• I NEW 2xlo M. JOIST • EXPEDITING I I PROVIDE R-30 250 FULTON AVE, SUITE 600 Garr INsu-ATION VM ALLMIN. GUTTER & I ALUMIN. G(lFTER & FLOOR JOIST HEMPSTEAD, NY 11550 LEAPER I I LEADER j TEL:516-485-4835 I COPE I i FAX: 516-485-4855 1Z PITCH ` 6: 12 PITH I CELL: 516-924-4854 -----._---`- ------- 1 PROVIDE I LAYER J ASPHALT SHINGLES ON --------- OF 5/ I5# PELT ON 1' I ! g„ GYP. �D. PLYWOOP 9-EATHIN6 I I . ..a. I TYP I OAS ffL PET—A I� SCALE: I I/2„ - 1.-0„ ALLMIN. GUTTER & LEADER ALIGN. W TER & 'I LEAPER Ir a � ' - ------- - - - J j SEAL ASPHALT SHINGLES ON N I �POF NFt,,� I K o � H S , 15# FELT ON Z C` PLYWOOD 6HEATI-11w yP�r�, is y'I.`.`•- •1� ., W �— ( ' ',C. ia }�,t,,,,,I•,; ,•,' I 31635 MINIM,M CLEAR HEAD ROOM SHALL M 6f-5, (Z) UIZ RIDGE I HARD WOOF HANDRAIL WITH 1� MIN. FINGER NEW U10 10 R.R. @ I6" OL. NEW 2 x 10 R.R. @ W, O.G. ( 6,LEARMIGE & NOT PRo.EGTINo MORE THAN D BY FROM WALL FLAME RAFTING SPiZEAD RaTIN� of ` HANDRAIL NOT 0 EXCEED 150. STAIRS �s5 SLOPE SLOPE I ! THAN 44' IDE MAY HAVE A HANPRAL ON ONESIPE 6 cc I PITCH 6. IZ PITCIt I j ' 250 FULTON AVE, SUITE 600 HEMPSTEAD, NY 11550 ! CELL:646-996-5421 I (off L I ! EMAIL:CADS421@MSN.COM PROJECT INFORMATION ASPHALT SHINGLES ON 1815 MARLENE LN ' 45# FELT ONI I , 2 NOTE: RAILINC75 & HANPRAIL SHALL ! PLYWOOD SHEATHING , I Ff- CONiED TO RESIST. A M ATT I T U C K N.Y. LATERAL FORGE OF 20 PLF & A VERTICAL j LOAD OF 20 PLP BOTH APPLIED AT THE TOP. (PROPOSED REAR 3 EXTENSION) A-A _ _ I - - -/ A-A NOFE: THIS PETAL APPLIES TO 6LA55 II WILPINGS NOT EXCEEDING 3 STORIES IN HEIaTH. I i CONTRACTOR SHALL VERIFY ALL FIELD ----- / --------- CONDITIONS AND DIMENSIONS AND BE ASPHALT SHINGLES ON I RESPONSIBLE FOR FIELD FIT AND QUALITY • :.''' f 15# FELT N I OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR PLYWOOP SHEATHINO SLOPE _ I I ANY ERROR ON NEGLECT ON HIS PART. x I 6: IZ PITCH 6: 12 PITCH ( N N I I I TREAD NEW 2x10 R.R. Q I6"�O.G I I 5� PANS REV# DESCRIPTION DATE 7 _ ALWIN. WFTER & �` 9 MIN 01 REVISED AS PER 8-13-2015 1 I I LEAPER AS BUILT CONDITIONS 6: 12 PITCH I i u� =+� NS NEW 2x10 R.R. I I SLOPE I @ I6" oL. - 6: 12 PIT6H NEW 2x10 RR. N05ING & LEADER DRAWING TITLE 2LA SECOND LAYERS of o . FLOOR •z I YP '� PLAN & STAIR SOFFIT (TYPE ROOff PLAN DETAIL TR GER, TREADS & RSER5 �y SCALE: I/� I"-d WOOD 5N I CHECK BY ; ., T.M. TYPIOAL WP. STAIfs PETAIL DATE 11-28-2012 66A-E: N.T.S. SCALE AS NOTED DRAWING# PROJECT# 1 it ---- • li y EXW Dl15rIN( NEW PaRrlGo 01IMNEY PA55 ROOFA` UE -f A5 RED. — -- — — — — — — — — — ROOF LML I k 1, T. -=� DESIGNS A5PtfAtF-5t11Nc)LE T NEW (_' h —I DRAFTING SERVICES CONSTRUCTION TOP 6EILIN6 MANAGEMENT NEW 51DIN6 --- - - ------ , PERMITS (.'.J ISS lei ',t, .,r. I�s,• .i i BLUE PRINTS ,,, � EXPEDITING _ 250 FULTON AVE, SUITE 600 f 4 '� I'•, s 7 ' I t b FM HEMPSTEAD, NY 11550 4 TE L:516-485-4835 U I El I La Lil I vlttra FAX: 516-485-4855 FINISH FLOORLo NEW OPEN INEW GONG. NEW OPEN POR 5 GH i j rocP I ( PORGH ( 4 BASEr,ENT EXTEND EXISTING SEAL CHIMNEY PASS ROOF AS REV -��0F NFA ROOF LEVEL - FROPO�'EP FRONT ELEVATION _ � W ASPHALT =— 160 35 (5 vv Sri10 - � —� DRAFTING BY TOP GEILM ks 250 FULTON AVE, SUITE 600 HEMPSTEAD, NY 11550 CELL:646-996-5421 _ - EMAIL:CADS421@MSN.COM PROJECT INFORMATION , 1815 MARLENE LN, J Sr F °0R y MATTITUCK N.Y. FINISH FLOOR (PROPOSED REAR EXTENSION) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE BASEMENT =-- I RESPONSIBLE OR FIELD T AND QUALITY FINISH FLOOR OF WORK. NO ALLOWANCES SHALL BE ,1 EXTEND EXISTING -- -- — ._ MADE IN BEHALF OF THE CONTRACTOR FOR �, - GHIMNEY PASS ROOF —' j — ANY ERROR ON NEGLECT ON HIS PART. .'t. AS REQ"P. — — — — — — — — — — — — — — — j' ROOF LEVEL — �_.— -- � REV# DESCRIPTION DATE — I'. P OPOS h REAR ELEVA ION 01 REV1�ED AS PER 8-13-2015 AS BUILT CONDITIONS SCALE: I/4!' — 7 ---NEW A5PHALr 5HINaf!5 -�� NEW=AqTPEr iWCES ot TOP GEILINC:) — — — — — — — — — • — — • — — - — — • — — - — DRAWING TITLE ccs i b NEW 51PEXTERIOR NEW- - NEW 51DI% E L E VAT I O N S FINISH - - — CHECK BY T.M. DATE 11-28-2012 L — -I — — — — — — — — — — — — — — 1 SCALE AS NOTED DRAWING# OILBASEMENT ,•,�,•, + , .',: ' ' FINISH FLOOR — — — •— ——• — — — — — — — — — — — — — — — — - — -,� LEffT 511E ELEVATION ;,. _ ;.s r�GALE: I/A I-d PROJECT# ,• Ili 4 ROOF: A5P11ALT 6HIW-LE5 ON 15# U E FELT ON 3/4" PLYWOOD r 5IIEATIIIN0 2xI0 RR. @ 16" OG. 8 TVP. TOP ROOF r, INSTALL CONTINUOS RIDGE VENT PY COBRA EIS ROOF: 5PIIALT 911NOLE5 1 2 2X 2 IDGE " FINISH GL6. ON I5# FELT ON -vr cur 12 LEN�m PLYW01 9 511EATHIN0 UO y R.R. @ 6" OG. 6 ��P ti Z -222 - 2 C 2XIo R.R. @ 16 OG ORNER AND PARTITION POSTS DESIGNS „ lti> 4XA R11 GE X4 RIDGE �� SCALE:1/4"_-1'-0 Posr YP ATTIC I I POST TYP �• 6 • DRAFTING SERVICES NEW 2x8 .J. @ 16" OG. ,i f i' ---- i � •. I —STAG-'GER JOIST 4 IN. OR U5E SPLICE PLATES • CONSTRUCTION ATTIC SINGLE OR DGUBI E MANAGEMENT '� AXA 1-11 PROVIDE MM" r" SEE SECTION R60Z,52 W/R-3o 6 TT. INSLL '� P05r eND vlsrANr,� TOP PLAT HEADER SEE rA(3LE5 L. . �`�� — 5 • PERMITS 5 _ 04 RIM" FLOOR R OZ.5 I AND R50Z.5(2) • ALUMINUM C�UI TER „ FlNisti GL6. 7 tem • BLUE PRINTS AND LEADERS 3 2XIo G.J. HPR LF' Er NEW 2x8 G.J. @ I6 OG 7 (3) 2XIo .J. HPR LF'5Er NEW 2x8 G.J. @ 16"�z ;. EXPEDITING FOR RI SLffORT I' VEN ILA ED NEW VINYL GLAD ALCM 51DING w/ I5# r r 50FFIr ST QED ROOM BUILDING PAPER mR r POLYSTYRE=NE I' Ec�AL Nu�+>3ER of 250 FULTON AVE, SUITE 600 X15 EN EXIST. PINING R .• .� I SPECIFIED NAILS IN I I FfGT. d" V.. �G. fiGT. 8'-O V.I. � Gam. I1GT. V-d' V.IF. INSULATION BOARD ON 3/A" D(T1=RICK WALLS HEMPSTEAD, NY 11550 EXIST. C�ARAC�E GRADE PLYWOOD 51-1EATH NO ON 2" , Ery SECTION 8 � xA" SEL TEL:516-485-4 35 5TLD5 @ IG' oLw/ 5/8" Or W. ON SIMpSON STRONG 5-4855 INTERIOR & R-15 BATT IMArION FAX: 516-48 BETWEEN 5TLD5 _> RATING 5 TIE 6S16 JAut sTtms CELL: 516-924-4854 SCALE:N T.S AT EACH STUD OR TRIMMERS IST FLOOR 11 H 11 ,11 IN FLOOR FLOOR EXTG. GONG. 5LA8 / OG. 2x10 RR @ S GRAS EXTG. 2x8 F.J @ 16-Lr t11NC�LE RIDGE ' TO REMAIN -VET . ) ROOF 5frHG V-600EXI5T. GONG. FON . EXIST. NEXGAVATEP WALL AND FOOTING �, EXIST. GONG. FOUJD. EXIST. DASEMENT EXIST. GONG. FOM. SIIINGLES �ExrlAusr WAIL AND FOOTING WALL AND Foorm FELT PAPER L + - EXIST. COL AND FOOTING r I ION A--A EXT . GONG. SLAB �_ — tiASFMFFL ri. R� l 171 ( j E FINISIi FLOOR vL— L — J J L — J SEAL SCALE: F Ne (2) 2x12 RIDGE ANCHOR BOLTS EMBEDDED IN SILL PLATE kZA KNE �0� (GLNTINIa'iU5 V NT AND %WORT FOUNDATION 4 FT. 0G. MAX. , FINISHED GRADE AS ''-"'�') ! p FLOOR JOISTS Y i Q R I PCE VE ,T PETA I L � f � - ;,, ., DETAIL OF JACK d DRAINAGE CALUCLATIONS S Ara '-I r v�Nr SCALE: N.Ta- z'-o- ID XT. PIPE W AREA:264 SQ.FT Rcr srAuc ro � METAL F 4TE COVER/ I I" I STUDS O R TRIMMERS 1635 2 RAINFALL: 3024 x.17= 514.08 Cu. Ft. Water L_ r avwcn_oear _ �UF SLAB— _ r— —, Total Gallons: 1 cu. ft. water 7.4 Gallons i �hi/2' H/'r� HXI I H/1• i A8 SCALE:1/4-=1'-0" i I I LA v i DRAFTING BY -- .�`..'" ` ..! :�S C71111o ti ED „' 514.08 x 7.4 = 3804.19 Gallons TIE R4ro I I Wr INLET PIPE ELATIVE 11 �— » r EXI5TM VENT Capacity 8 0 Diameter Ring/Foot 410 Gallons PIPING TYPIGPL I TLp .,� ELEVATION ' a � ■ Cil 0 O f_7 � ■ � DRYWELL RING Lin. Ft. Drywell Required = 3804.192 / 410 = 9.28 Ft. (DIAMETER VARIES) N 2 ' 2 ■ CU � F � .o ■w ' Use 3 Section @ 8'-0" diameter X 3'-6" Feet High 250 FULTON AVE,SUITE 600 > 4• { (1)PRECAST RINGS a-0"x 4'-0•HIGH W OPEN TOP I o° o°O' EFFECTIVE INT. VOLUME= 200.96 CF ■ C7 C7 � t7 ■~ —— ——— i• vENr HEMPSTEAD, NY 11550 CELL:646-996-5421' CRUSHED STONE: 407 VOIDS s-o 2a•PVC PIPE '-- -T- i ' EMAIL: CADS421 VOLUME- 80.38 CF , CA y ,� ,_ '° THE SUBJECT PREMISES IS LOCATED WITHIN A BLOCK WHICH IS H/2•i H A t1�r HX I I o @MSN.COM TOTAL VOLUME AVAILABLE=z8).34 CF LESS THAT FOUR ACRES -ON AREA AND WITHIN WHICH MORE THAN Sw �' i I i i o LTER FABRIC o 75% OF THE LOTS ARE DEVELOPED WITH BUILDINGS i WL I i i ° ° I I PROJECT INFORMATION FILTER FABRIC VOF!P WRAP ° ( ="��+• GElAR o° �r J I 0 1 - 5 .T SAND CO'JMN .. „ � ,. u a �„ h• 1 x : ;.;::.,... I CONNECTION TO POROUS STRAIU ":5 , " '«.`M`°,::�'ls' ,iY,.•.';`~ : '�' 'I 1815 M A R L E N E L N -0•HOLES 0 4'O.C. ✓ TIE INTO EX15r1N6 L' f —1*411 LY PIPING ATTITUCK N.Y. • - S I M PSON -` - �� S I M PSON (PROPOSED REAR DRYWELL DETAIL STRONG-TIE LSTA 3 STRONG-TIE H7Z H i PL�It�INC� RISER D IAC�f SAM Ag SCALE:N.T.S AT EACH RAFTER AS SCALE:N.T.S AT EACH STUD EXTENSION) NO SCALE (TYPICAL) Nrs I ' EXTEND EXI INC r - CONTRACTOR SHALL VERIFY ALL FIELD CHIMNEY PASS RO6F b' CONDITIONS AND DIMENSIONS AND BE J RESPONSIBLE FOR FIELD FIT AND QUALITY ROOF LEVEL OF WORK. NO ALLOWANCES SHALL BE MAD E IN BEHALF OF THE CONTRACTOR FOR .., ' X IIS LVL. RIDGE EXTEND EXISTINO ANY ERROR ON NEGLECT ON HIS PART. S R ROOF: ASPI- LT SHINGLES AS PASS ROOF ON 15# FELT ON 4" 2 AS EQ(7. 3 PLYWOOD SHEATHING 2x10 REV# DESCRIPTION DATE OG. 12 — i I 01 REVISED AS PER 8-13-2015 AS BUILT CONDITIONS - — — —__ — I T 5Oil 6 ; i `' lit ——~ - - -- ---------- \- - NEW ASPHALT 5111NG1-E5 ss TORGEIL - - - — - - _____ - - - - — - - - — — • — — • — -- - — _ ' '. 1 f, ''•, I - — — NEW ASP _— ASPHALTSHINC�L.ES � \•- - NEW 2 l 'Xll " LVL. _ _ UPI I I IVR ,gyp iy , W VI AL SIDING W 15 ' z ❑ , -- — -_� ;3;�,,•�•; ;�+;��,�. ,'` '�:,• � NYL GLAD / # NEW FAMILY ROOM � � " ---- � — ' — — — — — — ::` PAPER OV POLYSTYRENE N - _ - ,�,'�. , BUILDING r' C ILN6 6 D(MA. X V- GGL W/ IN%LATION BOARD 3/4" EXTERIOR o GAT}1EDRA1_ GE 2A X Zk X 3=d' � GRADE PLYWOOD 5 THING ON 2"xA" I i FOOTING i 15 STIAS @ I6 OG. 11 5/8" GYP. 130. ON ' A: INTERIOR & R-13 BA INSU-ATION I - - _ BUILDING SECTIONS +'! ' BETWEEN 5TUD5 -11 HR. RATING " , I�EW 2x8 16 oG. AND FRAMING 5T FLOOR � ---- -- - -- - ---- -- - - �• FINISH FLOOR - - _ - - -- - - - J -- DETAILS NEW W 8X33 STEEL. BEAM Wlrn (2) I " X -77 '--LVL WIVE ON BOTH SIDES BOLTED rl-LroH FLITCH - NEW. F � B INISIASEMENT CHECK BY 6LC7. HOT.,8'-d' V.I.F. 00 T.M. 2'-0" DATE 11-28-2012 OIL BASEMENT - _ — NEW WOOD ! I I SCALE AS NOTED FINISH FLO — — — — STAIRS LF I —._— _- -- -- -- EGT f ON I I DRAWING# • I j L J SCALE: 1/4" = I'-d' " PR( IDE 8" THK. POYZP GONG. — — — — — — FDT`d. WALL ON 16"x8" T-GONG. — — -- — — — — — — — — — — -- — — — —� — — — — ..— — — .— — _ � •_ — — _ Erb. ALIGN BOTTOM OF FOOTING I- ROPO�� I\101 1 I e I V E ELEVATION —I ` WIT EXISTING ADJACENT ENT ' I i SCALE: I�t�" = I'-d' I PROJECT# r I li rL-O PL/1,N - N.T.S. ELECTRICAL NOTES SI lif )�''.E DETECTOR NOTES GENE - - _ _ RAI._ NOTES 1. ALL ELECTRICAL AND TELEPHONE WORK SHALL 6 . PERFORMED IN STRICT ACCORDANCE WITH THE FEDERAL STATE ANC LOCAL AUTHORITIES ELECTRICAL CODES. (1.; S OKE DETECTORS SHALL BE INSTALLED AS REQUIRED BY 1, THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING DETAIL V I I NY:. [ SIUENTIAL CODE RS317. ED, TRAD 9Y TRADE, SCHEDULE OF a> I 2. NO EXPOSED WIRING SHALL BE PERFORMED THE COMPLETE PR04ECT INDICATING A COMPLETION DATE. 109'-10" (2.; G SECTORS SHALL BE EITHER IONIZATION CHAMBER OR 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND B I PROP05ED SILT, PENCE' 3. ALL OUTLETS, TELEPHONE JACKS AND SWITCHES SHALL BE MOUNTED VERTICALLY, PHOT( LEOTRIC TYPE AND TO COMPLY WI Tr RS 17-11. RESPONSIBLE FOR CONTRACTOR VERIFYING E ' -- -` - -- NG QUALITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF I '��-�• .' PROPERTY LINE 112.51' 4. TYPICAL DIMENSION FROM CENTERLINE TO CENTEI LINE OF ADJACENT OUTLET BOXES SHALL BE 6'-0" O.C. (3.) l; 'TS TO BE HARD WIRED WITH INSTALLATION TO COMPLY OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. I WTI I r 17-12. 3. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK STATE 5. ALL ELECTRICAL OUTLETS SHALL BE 1'-6" AE;DVI FINISH FLOOR (AFF) UNLESS OTHERWISE NOT:-:D. RESIDENTIAL CODE, CO THE NEW YORK STATE ENERGY CONSER C3 z (4.) U 'ITS TO BE APPROVED BY BOARD OF STANDARDS AND NATION CODE. I DESIGN S g 18'-0" 18'-0' i 6. ALL BACK TO BACK OUTLETS IN ADJOURNING RG )MS SHALL BE STAGGERED. APF E. S, ACCEPTED PURSUANT TO RULES AN C'• D REGULATIONS 4. DIMENSION FIGURES SHALL ALWAYS BE TAKEN IN PREFERENCE TO SCALING OF DRAWINGS, ALL PRCUL GATED BY THE COMMISSIONER OR LISTED BY AN DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BEFORE ORDERING MATERIA %�---_- L----- I 7. THE ELECTRICAL CONTRACTOR SHALL BE RESPON BIBLE FOR THE RUNNING OF AND INSTALLATION OF THE THERMOSTATS C F AC A6_E TESTING LABORATORY SUCH AS (A) LS' • DRAFTING SERVICES AND LINES AS CALLED FOR ON THESE DRAWINGS. UNC EF RIiERS LABS, NORTHBROOK, ILLINOIS. MEA LAB 5. ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS • CONSTRUCTION I r I #1-69 !; (B) CANADIAN STANDARD ASSOC., ONTARIO, CONSTRUCTION PROJECT. DRY WELL 8. ALL MATERIALS SHALL BE NEW AND CONFORM TC UNDERWRITERS LABORATORIES SPECIFICATIONS AND REGULATIONS. CAS A,_ .MI__A LAB #881-80L. MANAGEMENT 6. ALL ELECTRICAL WO4K SHALL BE ' a" Pvc RIPE 9. ALL RECEPTACLES TO BE GROUNDED AND TO RE CEIVE STANDARD 3-PRONG"PLUG, UNLESS VOLTAGE AMPERAGE OR UNDERWRITERS APPROVED AND COMPLY WITH ALL STATE AND • PERMITS I y� (5.) P !ER SUPPLY TO BE DIRECT FROM BUILDING WIRING LOCAL CODES. ;�'-�•�--c�Erw our MANHOLE I SPECIFIC NOTATION CALL FOR A DIFFERENT RECEPTi CLE. • BLUE PRINTS WITt OI SWITCHES INCIRCUIT SO THAT UNITS IN CONTINUOUS JN ' \ OPE ZA ON. 7. ALL SOPHIST ARE 70 CONTINUOS VENTED. ° EXPEDITING 10. ALL LIGHT SWITCHES SHALL BE GAUGED TOGETH'R WHEREVER POSSIBLE. N I `" `1�s" PVC PIPE UNDER GROW ' 8. SEAMLESS LEADERS AND GUT'T'ERS AT ALL NEW ROOF 11. PANEL LAYOUT TO CONFORM TO NEW POWER RE11.1 EMENTS. (6) UN -S SHALL BE INSTALLED IN AREAS DESIGNATED ON AT TERMINATION OF All. LEADERS. SLOPES. PROVIDE CONCRETE SPLASH BLOCK 250 FULTON AVE, SUITE 600 PLA 1S "HEY SHALL BE LOCATED ON OR NEAR THE CEILINGS HEMPSTEAD,AND V"7 `1 IN 15'0 " OF ANY ROOMS USED FOR SLEEPING EAD, NY 11550 -� 12. CONTRACTOR SHALL CONNECT, DISCONNECT AND PROVIDE ANY NECESSARY RUNS TO CONFORM TO REQUIREMENTS. 9. ALL LUMBER IN CG";TACT WITH CONCRETE SHALL BE PRESSOR TEL:S i 6- � WGYA PL�fiORM ��� PUP 30' :S: FOR DWELLING UNITS WITH MULTIPLE LEVELS. WHEN E TREATED. 485-4835 ` AN' L ✓EL HAS INLAY ONE MEAN OF EGRESS, UNITS SHALL BE i 13. ELECTRICAL CONTRACTOR TO INSPECT THE EXISTING ELECTRICAL SYSTEMS AND TAKE WHATEVER NECESSARY STEPS TC 10. CONTRACTOR TO PROVIDE FLASHING AT ALL EXTERIOR WALL OPENINGS AND ROOF FAX: 516-485-4855 ENSURE THE ELECTRICAL SUPPLY IS ADEQUATE FOR THE NEW INTENDED USE. PF ',AD,:-.D ON ALL LEVELS. INTERSECTIONS. STEP FLASHING WILL BE PROM CELL: 516-924-4854 DED AT ALL CHIMNEYS IN CONTRACT WITH THE ROOF. 27 i 7. CEILING MOUNT - ALL VENTED PIPES OR OUTER PROTRUSIONS SHALL BE PROPERLY FLASHED WITH BASE AND CAP 14. CONTRACTOR SHALL REROUTE AS REQUIRED ALL, EXISTING ELECTRICAL AND HEATING LINES, WHICH INTERFERES WITH ( T CLOSEST EDGE OF UNIT SHALL BE MIN. " - FLASHING. r' ,� ; I To Pvc NEW CONSTRUCTIONS. OF 1 ROM ANY WALL. B WALL MOUNT - CLOSEST EDGE OF t ! NOR"PIPE ( ) I UN SHALL BE A MIN. OF 4" AND A MAX. OF 12" FROM �- 11. CONTRACTOR TO ,_R,FY ALL WORK WITH MECHANICAL AND ELECTRICAL CONTRACTORS • 15. INSTALL AS PER OWNER'S DIRECTION ANY AND ALL TELEPHONE WIRING IN WALL PRIOR TO SHEET ROCKING ALL CE NG. i � r TO ,- - COORDINATE LOCATIOt. ), _SLEEVES, PIPING, DUCTS, CONDUIT AND ELECTRICAL OUTLETS. D -- TEMPERATURE CONTROL WIRING SHALL BE SO RUN CONCEALED IN WALL, FLOOR AND (1R CEILING. _ - ' N 12. CAU r �To Pvc I 16. ELECTRICAL WORK TO BE BOARD OF FI ! S Rt JCTU RAL NOTES LK AND SEAM dE. JOINTS PROVIDING A I ! _ ( Q RE UNDERWRITERS APPROVED. THIS APPROVAL SHALL BE OBTAINED BY AN POSITIVE BARRIER AGAINST THE PASSAGE OF AIR ` JAN 3 1 2013 i '� -,, , � ELECTRICAL CONTRACTOR. D MOISTURE. (I.) ALL STRUCTURAL WORK SHALL BE PERFORMED IN STRICT 13. ALL CONTRACTOR "I S aOLL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS t5'-t�Y" < 17. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING ELECTRICAL BOXES, SWITCHES, OUTLETS, FIXTURES, ETC. AND t CCORDANCE WITH THE NEW YORK STATE RESIDENTIAL CODE REQUIRED BY OWNER BJTDING M To EXISt. ONE fiZAME'>, ( , > MODIFY THE EXISTING ELECTRICAL SYSTEM TO SUIT NEW USE, ALL IN ACCORDANCE WIT-1 NEW YOUR SATE ELECTRICAL COD IND WITH ALL RULES AND REG MANAGEMENT AND GOVERNMENT AGENCIES HAVING JURISDI WELL AS STATUTORY REQUIREMENTS FOR DISABILITY BY JOB CONDITIONS AND/OR OWNER'S LION AS 11011`.�E i W AND LOCAL AUTHORITIES REGULATIONS. h AV1NG JURISDICTION. REGULATIONS IF ALL AGENCIES - - IREQUIREMENTS. INSURAJCE SHALL PROTECT OWNER, ARCHITECT, AND ANY OTHERS FROM LIABILITY � elAPAT. DUE TO CONTRACTOR'S NEGLIGENCE.6ARAC 18. INSTALL ALL WALL SWITCHES AT 4'-0" ABOVE FINISH FLOOR TO CENTERLINE 0� Th' 2. S I E. CERTIFICATES OF IN SWITCH UNLESS OTHERWISE 0 L BEARING VALUE IS ASSUMED TO BE TWO (2) TONS PER DEPARTMENT OF BUILDII'G PERMIT PRI INSURANCE SHALL BE SENT TO OWNER AND 1.F. SUBJECT TO FIELD VERIFICATION, SOIL SHALL BE EXAMINED �• OR TO COMMENCEMENT OF ANY WORK. 15'-11" O NOTED. ` IND SEAL i I CAPACITY BEFORE FOOTINGS AND D APPROVED FOR BEARING CAP I r .3 L _____________ L_____._____._____ ___--. LAID. BEARING RESULT TO BE SUBMITTED TO BUILDING 14. ALL CONTRACTORS SI•ALL CHECK CONDITIONS AND TEXT ALL ELEMENTS UNDER THEIR 11-3 ME vv ------------ ------ CEPARTMENT FOR THEIR REVIEW. JURISDICTION WITHIN WORI AREA. ANY ITEMS FOUND INCONSISTENT, FAULTY OR DAMAGED DUE TO 0 �� MA'JTAIN D(15TINC� Q PLUMBING NOTES 3 CONCRETE W DEMOLITION OR ACCIDENTSHALL BE REPAIRED PATCHED OR REPLACED AT DISCRETION OF ARCHI @� KHA'�� '� I I TE ORK SHALL CONFORM TO ACI 318 LATEST AND AT CONTRACT&; tNSE. CT E)ITION AND THE NEW YORK STATE RESIDENTIAL CODE IN A AA � CASE 0= CONFLICT. THE NEW YORK STATE RESIDENTIAL CODE SHALL 15. CONTRACTOR IS 'D PROVIDE PROPER PROTECTION OF EXISTING AR A 1. ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NYS F=SIDENTIAL CODE AND LOCAL AUTHORITIES RULES AND �- REGULATIONS. EA AVD NEW WORK AND 'WHERE w o I o GOVERN. INADEQUATE PROTECION ,S PROVIDED. THE CONTRACTOR IS TO REFURNISH SURFACES 1� Q '- EXPENSE. AT HIS OWNER z 2. CONTRACTOR SHALL REROUTE AS REQUIRED ALL EXISTING PLUI BING AND HEATING UNITES, WHICH INTERFERES WITH 4. NO FOOTINGS SHALL BE POURED ON FROZEN SOIL, OR MEN p 081 13 i NEW CONSTRUCTION. T;:MPERATURE IS 40 DEGREES AND IS DROPPING. 16. CONTRACTOR SHAL BER RESPONSIBLE ONSIBLE FOR REMOVAL OR DEBRIS PRODUCED AS A RESULT OF ALL �� �®FEsS�®�� WORK BY THEIR SUBONTRACTORS OR THEIR OWN INSTALLATIONS SHALL LEA U 3. HEATING DESIGNS SHALL COMPLY WITH A.S.H.R.E. STANDARDS, THE NATIONAL ELECTRIC CODE LOCAL MUNICIPA 111 5. ALL FRAMING LUMBER AFTER M VE AREAS BROOM CLEAN L ES E SHALL BE DOUGLAS FIR LARCH #2 ( CO PLETION 0 WORK. CW AN REQUIREMENTS OF THE NEW YORK BOARD OF FIRE UNDERWRIT :RS. OR APPROVED EQUAL), STRUCTURAL GRADE WITH MINIMUM F-1 DRAFTING BY 200 PSI, AND SHALL BE GRADE MARKED AT THE MILL PRIOR 17. ALL UNSATISFA&I-OR WORK SHALL BE REMOVED AR RE-EXECUTED AT NO COST TO THE OWNER 4. ALL WATER PIPES IN UNINSULATED SPACES TO BE INSULATED WITH 1" INSULATION FOR PIPING 1" OR LESS AND 1 �" T(, DELIVERY AT THE SITE. OR ARCHITECT. L#E PROPERTY LINE 112.5d INSULATION FOR PIPING 1 J" TO 2 " 18. ALL CHANGES WHICHRESULT IN EXTRA COST SHALL NOT PROCEED WITHOUT WRI 6. NO JOINTS OR RAFTERS SHALL BE CUR OR NOTCHED, AUTHORIZATION BY OWNED EXTRA COST PROPOSALS SHALL BE SUBMITTED TO OWNER FOR 5. TEMPERATURE CONTROLS MAY NOT EXCEED 78 FOR HEATING EXCEPT AS OTHERWISE DIRECTED AS SPECIFIED BY B[WEEN SUPPORTS WITHOUT CONSULTING THE ARCHITECT. 250 FULTON AVE, SUITE 600 MARLENE LANE I MECHANICAL ENGINEER. APPROVAL I HEMPSTEAD, NY 11550 7. GROUT FOR STEEL COLUMN BASES TO BE NON-SHRINK WITH CELL: 646-996-5421 I 6. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NYS. CODE, CAST IRON F C = 5000 P.S.I. 19. GENERAL CONTRA.CTOF 11; ASK SUBCONTRACTORS TO FULLY GUARANTEE THEIR WORK AND ALL EMAIL: CADS421@MSN.COM PIPE SHALL CONFORM TO LOCAL CODE REQUIREMENTS WITH APPROVED JOINTS PIPES SUPPORT AND CLEANOUTS. r MATERIALS FOR MIN. 1 YE:' STARTING FROM THE COMPLETION OF THE JOB AND ACCEPTANCE OF 8. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED THE COMPLETED PROJMT. -now .ww FASTENER SCHEDULE FOR STRUCTURAL MEMLERS 7, CONTRACTOR TO PROVIDE EQUIPMENT USE PERMIT IF REQUESTED BY THE AUTHORISES HAVING JURISDICTION OVER PROJECT INFORMATION THIS PRODUCT. 9. FABRICATION AND ERECTION OF ALL NEW STRUCTURAL STEEL 20. THE CONTRACTOR 1. BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WC RK SHALL CONFORMED TO THE ASIC SPECIFICATIONS FOR WORK DURING CONSTRU:74 AGAINST DAMAGE BREAKAGE COLLAPSE DISTORTION AND NUMBER & TYPE OF 8. ALL BUILT-IN PLUMBING FIXTURES TO BE SUPPLIED AND INSTALLED BY LICENSED PLUMBING CONTRACTOR. PLUMBING m= DESIGN. MISALIGNMENT ACCORDIIG '0 APPLICABLE CODE STANDARDS AND GOOD PRACTICE. 1815 MARLENE L DES ::RIPTION OF BUILDING ELEM.I ANTS a b c d ''ACING OF FASTENERS N FASTENER > > TO SUPPLY ALL NECESSARY INFORMATION FOR CUTOUTS TO BE PERFORMED BY CABINET CONTRACTOR. 21. GENERAL CONTRACU;z D PROVIDE ANYTEMPORARY " " 10. ALL NEW STEEL SHALL CONFORM TO ASTM-36 TEMPORARY STRUCTURA- �1�RK REQUIRED FOR THA EQUATEIEXECUTIONPCF UNDERPINNING, AND/OR J08./OR SAT r I � LICK N.Y. JO;3T TO SII:.. OR GIRDER, TOE NAIL 22 g�3-8d - 9. ALL CHANGES IN THE SIZE OF RUN ON DRAINAGE PIPING SHALL E3� MADE W1rH REDUCING FITTINGS. ALL WATER 1"r >" SUBFL :OR OR LESS TO EACH JOIST, FACE NAIL 2 STAPLES, 1 = 11. ALL CONNECTIONS SHALL BE WELDED USING E70XX SUPPLY PIPING SHALL BE SIZED TO PRODUCE VELOCITY NOT TO EXCEED 8FT/SECOND AND SHALL HAVE A MINIMUM OF ELECTRODE BY CERTIFIED WELDER, OR BOLTED USING COMMON 22. ALL PARTITIONS AN)�J,)INTS ARE TO BE TAPED, SPACKLED AND POLISHED SMOOTH AND READY (PROPOSED REAR 2' 3UBFL00 ' TO JOIST OR GIRDER, BUND Sc FACE NAIL 2-16d i - 8 P.S.I. PRESSURE LL EVERY FIXTURE. SO PLATE l0 JOIST CIR BLOCKING, FACE NAIL 16d 16"O.C. BOLTS, DIAMETER, ASTM A-307 (OR AS APPROVED BY TO RECEIVE PAINT OR 0,.COVERINGS. ALL CORNERS TO RECEIVE METAL CORNER BEADS. EXTENSION) TO' OR SOLI: PLATE TO STUD, END NAIL 2-16d - 10. EXPANSION COMPENSATORS AND ANCHOR SHALL BE PROVIDED FOR EXPANSIOIJ IN HOT WATER PIPELINES. ENGINEER). ) 23, ALL WALLS TO BE PATED SHALL BE TAPED SPACKLERS AND PAINTED WITH TWO COAT OF ST( ) TO S01.= PLATE, TOE NAIL 3-8d OR 2-16d - „ 11. PROVIDE SHUTOFF VALUE ON ALL BRANCH-LINES TO EACH FIXTURE INCLUDING BRANCHES FROM MAIN. AND RISERS. 12. FOOTING TO BEAR ON UNDISTURBED SOIL OR CONTROLLED PRIMER AND TWO COATS' FINNISH PAINT. DO ABLE TOPSTUIS, FACE NAIL 10d 4 O.C. STRUCTURALLY COMPACTED GRANULAR FILL HAVING A MINIMUM 24. THE ARCHITECT SHA NOT B DOUBLE TOP PLATES, FACE NAIL 10d 24"O.C• 12. ALL WATER PIPING SHALL BE TYPE "L" COPPER TUBING. BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT. E RESPONSIBLE FOR THE ACTS OF OMISSR JS OF THE SOLE PLATE ` 0 JOIST OR BLOCKING 0 BRACED WALL PANELS 3-16d 16"O.C. CONTRACTOR OR ANY SUONTRACTOR OR ANY OF THE CONTRACTOR'S OR : JBCONTRACTORS CONTRACTOR SHALL VERIFY ALL FIELD pZ '_I_E TOP PLA MINPUN 48-INCH. OFFSET OF EN[) JOINTS, 8-16d - 13. NEW HEATING AND HOT WATER UNITS SHALL BE MODIFIED TO SUIT NEW USAGE. 13. THE BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM EMPLOYEES OR AGENTS,t ANY OTHER PERSONS PERFORMING ANT OF THE 11'ORK, CONDITIONS AND DIMENSIONS AND BE FA( _NAIL II LAPPEb AREA BLC 'KING BE i•WEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d _ - OF S-O" BELOW OUTSIDE GRADE OR AS INDICATED ON RESPONSIBLE FOR FIELD FIT AND QUALITY RIM JOIST TC TOP PLATE, TOE NAIL Sd � 6"O.C. DRAWINGS & SOIL REPORT. 25. NO CHANGES SHOUBE MADE THESE PLANS WITHOUT THE WRITTEN APi ROVAL FROM THE OF WORK. NO ALLOWANCES SHALL BE RIM PLATES, LAPS L CORNERS & INTERSECTIONS, FACE NAIL 2-10d _ ARCHITECT, THE ENGINEEOR INTERNATIONAL PERFORMANCE. TOFMADE IN BEHALF OF THE CONTRACTOR FOR BUI f--:-UP HE:I�DER, TWO PIECES W/. ' SPACER 16d ! - LEGEND EGEN® ANY ERROR ON NEGLECT ON HIS F 'RT. ®ESIGN RITERIA COr TINUED H::ADER, TWO PIECES 16d - NG JOISTS TO PLATE, TOE NAIL 3-8d I - J �e �;"''T."„"•�"'TM"',".;;w,." !' f''`;'..";� �"�:'�'�, ,�". REV# DESCRIPTION i ATE COr �iNUOUS •iEADER TO STUD, TOE NAIL 4-8d _ I - I7(1"Ca GdNSTRUGTiDN TO REMAIN _ _ THE DESIGN CODE IS IT OF NEW YORK STATE RESIDENTIA' !C (!C ON--C.� ;OF JANUARY CEII G JOTS( LAPS OVER PARTITIONS, FACE NAIL 3-10d l - $EAM EADER 3, 2010 °' +� I CEII NG JOIST TO PARALLEL RAFTERS, FACE NAIL 3-10d - NEW GONSTRUGTIDN 5EE WAIL RAF ER TO P..ATE, TOE NAIL 2-16d - DETAILS FOR MORE INFO. - - PROPERT ' LINE DATE i ✓3 B.P. t!__ll �-? 22_gd THE DEISGN CRITERIA IS SHOWN IN TABLE R301.2.1.1 OF Etl��OR S FATE R/kI,�DE����}}AL1" E RACE TO EACH STUD & PLATE, FACE NAIL 2STAPLES, 1 = CODE. (1) AMERICAN IEST AND PAPER ASSCIATIONFfAF&.TA O G� FRY O S UL"�ON�' „ 22 g� I MR FIRE RATEP CZN'5TTZrI6N. - - - - - . - . _ MANUAL FOR ONE- At\';r'O- FAMILY DWELLING (WFC�I��TIFY BUILDING D"P/.`�,7':"i:. �I f,l 1 x( " SHEATI.ING TO EACH BEARING, FACE NAIL 2 STAPLES, 1 - ` <`__.� 5FF PARTITION TYPES FDR MORE INFc� _ ._ . _. _ . _ . _ . _ 9170 GG 51 RLYMON & ITET�AS r0 X RF�AOVED 22_gd _ 7�5-1802 8 Ati4 TO 4 Prv1 FOI1 I r 1"x8" SHEATh''NG TO EACH BEARING, FACE NAIL 3 STAPLES, 1 - FOLLOWING INSPECTIONS: gd THE DEISGN CRITERIA 6S SHOWN IN TABLE R301.2(l)-&-) ►C yI� R� ' ' WIDER THE N ' 'x8" SHEATHING TO EACH BEARING, FACE NAIL STAPLES, 1 - SD •&CE vErPLr0R �- WALL TY E5, 5EE WALL PET'AILS FUR F'(J���i_�CO C��tf�ki6&IIAL CODE BUILT-UP COI;HER STUDS 10d 24"O.C. FOR MOR: INFO. 2. ROUGH-FRAMING,PLUM6!NG, 10d NAIL EACH LAYER AS FOLLOWS: O CAR'" M0Na(VE DETECTOR GROUND SNOW LO);S 45 # / SQ. FT. BUILT-UP GIR 7ERS & BEAMS, 2-INCH. LUMBER LAYERS �"O.0 0 TOP & BOTTOM & c 3. INSULATION ELECT(21CAL &CAULKING G�•RED yy0 ..�... _ NDGA� EACH TSPLICE ILS ® ENDS "�"'��' WIND SPEED IS 12�'n4; 4. FINAL-CONSTRUCTION &ELECTRICAL DRAWING TITLE _ _ WALL DETAILS SEISMIC D '^ " " ALL CONSTRUCTION SHALL MEET THE - "• �,�,�'^` 2" F LANF 2-16d D EACH BEARING DESIGN CAt�ORY C MUST BE COMPLETE FOR C,O. ) R00 RA ER: TO RIDGE, VALLEY OR NIP RAFTERS: 4-16d - REQUIREMENTS OF THE CODES OF NEW Z 'OE Ni IL 3-16d - YORK STATE, NOT RESPONSIBLE FOR aC N aIL THIS PROPERTY to IT WITHIN ONE MILE FI�9lIGNJt68p�QNOi'� OCTIONERRORS. PLOT Pp RAF ER TIES "0 RAFTERS, FACE 3-8d - -. WOOD STI'.UC,LURAL PJLNELS,SUBFI.00R,ROOF&WALL SHEATHING TO FRANIING,ScPARTICLEBOARD WALL SHE_,NG TO FRA 11NG 0!, EXf• ep• PLY. H" RETAIN STORrA WATER RUNOFF LAN, NOTES, _ - BUD• s�EAT�►I►� �'-'�` PURSUANT TO CHAPTER 236 LEGEND & DETAILS 5 16�- 6d COMMON NAIL SUB 0 R, WALL 6 1� 2x4 N. STIR OF THE TOWN CODE. _ 8d COMMON NAIL ROOF f 8d COMMON NAIL 6 _ - 10d COMMON NAIL OR 8d DEFORMED �� PLUMBER CERTIFICATION 1- NAIL 6 12 R-13 I�ATT W-iUrION I/ OYPSUv� WARP ON LEAD CONTENT B OF STING OF FASTENERS (�) ONE LAYER I/2" 1/2 eYP� wf � PRIME' PAINT' CERTIFICATE OF OCCUPANCY DESCRIPTION ON E.AGf1 SIDE � SOLDER USED IN WATER CHECK BY l )ESCRi:PTION OF BUILDING MATERIALS FASTENER a,b,c,d EDGESIes INTERMEDIATE eYP Ip' c,e inches AIR INFILTRATION TO �'�� �' 5 SUPPLY SYSTEM CANNOT T.M. BER :GULA �', LULOLLULSI 3 6 R PARR 6Y "I`fVt7t" OF TOILET SIDE & 11 a EXCEED 2/10 OF I% LEAD. DATE F LOAF 1EATHING �) d Ec�IVALovT 01-24-2013 S RU CC R .. CELLULOSIC FIBERBOARD 3 6 22HEF 2THItJG I/2" ROP INSULATION GONG. FOLNDATION SCALE SH�EF THI JE C•' .1RAL CELLULOSIC FIBERBOARD 3 g I 16 1 _ Wim- P MBINIG� AS NOTED \ GYPSUM Hi ATHING &VANIZ D RO I AI �•tr11\\ oo NN LLAL'_,',_�;'.;,:;:d, .::•.SSEDRAWINGM N I S U G'kf VANIZED, 4 8 U1+D AJ�IvI. 51DINC� 2x4 WOOD STUx 2x4 WOOD SILOS - ' -• - &WA'i��R LI,'vE5 ;v'� D_ qq LL r TESTING EEFORE C i`r' ING 1 L �SC EWA, YP 0 S ® I6 OG. , \ 4 ® I( OG. qqLL G N L PAGE O[ STLD GYF SUM SHE',THING COMVMON AROQF�APLE &LVANIZED, 4 8 1 iLONG, 1,SCREA, TYPE W OR S WOOD STRUCTURAL PANELS,CO?,CBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 1 A ,� ` x �/\/ LL INT. FAR i ITION T�. , & i .SS 6d DEFORMED NAIL OR 8d COMMON NAIL 6 12 /� IN �,Q, �ITIO� I ]-1 _ 8d COMMON NAIL OR 8d DEFORMED NAIL 6 12 !� PARTITION I V 10d COMMON NAIL OR DEFORMED NAIL 6 12 SCALE: I I/2" = I=d' NON-15E I I/ r d AT FOUNDATION W _ 1 _ cam : 2,. ALL PROJECT# ' UE37'-7j" I 11' " 26'-5j" da —2 ° :A 1. 10'-5" 2'-8" $1-0" 1'-8" 00 8 CONIC. ' I ' DESiGNS "' 0 I a FOOTING I PROVDE 5 71f, PG10 GONG, NEW TW3046 FON. WALL ON I�"Xs" r-GaNG. 9 • DRAFTING SERVICES • CONSTRUCTION FTS. ALISN BOTTOM OF FOOrI EGRESS WINDOW : WITH USTI* ADJWNr w�v M TL. O MANAGEMENT d PERMITS •'���. .1'.,', .' •, • y. �,+. ' •.•'• •V ESCAPE I � • BLUE PRINTS LADDER • EXPEDITING of 17, )f 250 FULTGi� AVE, SUITE 600 _ — — — O 0 �� Q 6 P O F O U S HEMPSTEAD, NY 11550 INSTALL NEW Woa).al a TEL:516-485-4835 STAIR v - --�;• GRAVEL BED % �: V I � N off' °d �, ' ° ,v FAX: .,16-485-4855 NEW. i`INis�t �AsEMENT CELL: 516-924-4854 N 1- LINE OF $AY WINDOW / W/ U X 24 X V--6f' GL6. H6T. S'-d' V.IF. S v� ABOVE DEEP FOOT IN5 - `" - - - - �N I " STEEI GOL ON ?�} X I 8 )) 31 — a, o < 11'.. 1 NEW WIND I ` 24 X r PEEP 170L SLol r 0, - -IJI _ NEW W SX33 STEEL MAM W17H (2) 1�' X 7�' LVLT 3 " --- I I s '9= 1-f''CiT•LFi N 0 INSTALL DOWEL 2-' 9 -11 WI EPDXY 4X4 POWER P05� IT, r- ,�' 5EATIN5 ON � ® � I7C1-A I l._ eGAf 1r'V I N1�. o o FouNDnrloN wAu. O � I L NTS iO v SEAL S-0" 2'-8" '.. N / I � � �I � !�3 M. 0. I `i `� O� ' � c ) ®� SEW y t�W WIND :,< 31_4" EXIST. BASEMENT �� KHgM off, (ILC-7. HOT. -5 W.F. c o co �i 14'-6" 9'-0" NEW STEE _ LINTEL L STEPS P05T UP P05T Lf' �� "�y.,f ucf 1 e 3`' — — _ — _ _— _ — _ NEW HINGI _D � . '� �`��'' N I !' WWW 5X15 STEEL HEADER �= ,� ` FINisrfi f5ASEMENT o STEEL G A E `DRAFTING BY S N CLC-;. HC-)r. 5-d V.IF. , &RADE t` �° EXIST. f5AsEMENT' �' I CL O a' . Z �. — - .1 d� GLC. HC�T. 6-5 V.IF. u. .� I� i a ( I EE� I=1 I= 250 FULTON AVE, SUITE 600 I u < IPROVIDE 3 LA 5 OF III=1 I (= HEMPSTEAD, NY 11550 N O I POST LIP �' FR 5YP DD T O � � I � I » � ICELL: 646-996-5421 �. LIJ 3- 6EILINS our _ NEW 8 CONC. WALL EMA,i_. CAD5421@MSN.COM EXT'C� 2x5 J. @ 16 OG. ,d — TO REMAIN AS 15 POST l ' o -AREA A5 PER ° CL S I. I I ISI is PROJECT INFORMATION I l j. III: NEW SHIP `ADDER INSTALL DG'NEL WITH EPDXY I _ _ _ _ _ s EXrC�_(2 2x5 61RDER_ ;� _ — ° ANCHOR TO WALL ExrS. �. �a III: 1815 MARLENE LN, I X sT. V1. sP p TO REMAIN � 0 ,d III— � -- -�- i Gf�A 2 AGE N I TYP. WN. III: NEW TW30 , 6 MA T T I T UCK N.Y. --� ER a POST ""�' �o" = EGRESS WINDOW (PROPOSED REAR `� �. ° III: 1 " EXIST. sTOfZAC�E �" z � — 71-60 3-8 I ' III EXTENSION) I - CLO. HC�T. G S V.LF. ° rWil' ` 00 SRAVEL QED NEW 4 -,q LLOCK U' EXI5TIN5 1 ,� Mil-- E65APE _ A CONTRACTOR SHALL VERIFY ALL FIELD — - — — — — — I LAD�uZ — o°• S T�`l N CONDITIONS AND DIMENSIONS AND B'- CRUSH WINDOW AS REV. MATGIi � E RESPONSIBLE FOR FIELD FIT AND C UAL TY EXIST. ADJAGENr 8 GONG. I � POST LP ` .3�O. �� :`•"•� '�'��••�•`�'• FOOT IN5 OF WORK. NO ALLOWANCES SHALL B EXT6 C�IRDF-R 00 ° ; MADE IN BEHALF OF THE CONTRAC i OR I'OR " ANY ERROR ON NEGLECT ON HIS PAR i C. �:i UNEXCAVATED ( �, _ _ _ --�- _ _ 3—o I D A M P R P 0 0 F I N G { r: ON 6-FADi= .� O ' REV# DESCRIPTION DATE N I UNEXCAVATED C : X X sT. ? EXIST-. As M T COMPACTED FILL �— t� E I E EN UNEXGAVAITED CLC-;. 17167. V.I.F. PROVIDE $" THC POURED GONG. I 6MPAGTEP FILL �x I ° FON. WALL ON IG"x8" T-GONG. FrS. A-M i3 70M OF FOOFIN5 I WITH ExISTINS AD,IACENr I 1!3E6. @ W I N AREAWAY Ir NT5 INSTAR DOWEL DRAWING TITLE INSTAL DOWEL I WITH EPDXY I WIm EPDXY LOGArION GF 4 4 WD. P05r LP rYP. 5„ BASEMENT/ /.1_111 641 FOUNDATION PLAN AND ESCAPE WIND. 7- DETAILS I I 5`41 211 CmECK BY 7.M. 25All -,6" 16'-4" I , DATE 01-24-2013 � 55 2 ' SCALE AS NOTED DRAWING# i f5AeEMENT/ffOUNPAT ION PLAN {� PROJECT# GI Z 58'-1j» 1 � I [ 11'-4" 26'-1 in TOP PLAMS '• . I,y> ,k' NEW REAR E�ION81-000 -810 10'-0" » -$OARP HOLE MAX. P S I G N S 00 V-V" H*V RAILING DIMETER 40 PERGENr D " OF sTLD DEPTH I WOOD PLATFORM h RIDE 4x4 • DRAFTING SERVICES WD. POST �i NOT'GH MUsT NOT EZEm 2,5 • CONSTRUCTION r -- -- - --- - -- - -- - - -- - --- - - � PERGENr aF STl,D DEPm a+ MANAGEMENT (2) TW26 O WIND _I �'-d' SLIDER DOOR I PERMITS 4'-0" (2) 2X10 HDR. I 20'-7j" (2) 2X10 HDR. 1 WARP HOLES SHALL NOT• m • BLUE PRINTS LOGArED IN SHE SAME CRo=s I � EXPEDITING - i- - I �_ _ _ � p� SECTION OF GUT OR NQf61 IN ST-LD j =L I i —' IF HOLE Is METWEEN 40 PERCENT AND 250 FULTON AVE, SUITE 600 MusDou�LE AND No MHORE mAN Two HEMPSTEAD, NY 115E0 MEN GTLV zb I � � � I � `� SL66ESSIVE sTUDG ARE DOt1bl_EP AMID TEL:516-485-4835 �x� POWER POST I j NEW GAr11EDIZAL GEILINGOOM N I 50 �'� FAX: 516-485-4855 N rl � oPO �ArIN WALL s CELL: 516-924-4854 TCRING AND BORED -"OLESECTION Z-Z _ , L AI,fATION;; FOR EXTERIOR I I _ SCALE: 1/4".1 V ..(,.S AND BEARING W!' I NEW 2 I�'_x I „ LVL_ FL USH HDR \ `� 0 1 Posr /r EXIST'. PAY WIN. LLS - - ,� NEW 2X10 R.R. I NEW 2X10 R.R. A3 ALE: 1 4"=V-0" - I \ @ w, OL. i @ 16" OL. 1» - - - 1 I \\ / 8-0� NEW (2) 1 „x9 „ LVL. F1AND FLUSH HDR / II - \ RAILING / ` I N // 11 CL ZZ IN e C) M I `N^'I� AX4 POWER P05 I ISEATING ON z PN 170MATION WALL REP. \ I // / I 16d SEAL OF NEW Y \ I x— / I NAIL 6YPSUv1 WALL BOARD O 1 j� KHAtij Q i (2)� H�� � ` � 1�.J• � � // �. I, � I ® 24» O.C. wlrn GH;gPT-ER � �� \ / 8 / I co I \ _ / EXIST. / W I w N I ° ° `\ I RIDGE 4x4 WD. \ I /? I 4x1 HID BATH / MASTER 1 �y 5 N \ / PO5r / s / N \\ N POST _ \ I , i LAv. BEDROOM I WOOD srR�67URAL PANEL �, $163 cyP _ I Sd NAIL ® 6 OL. WITH TAIDL.L RGOZ.3(I) OFESS I � l I " 4x4WD� NEW (2) I „- VL-FLUSH FP O G ( (ALL. PANEL EDGES) \ " ' 1 v�L —'04-r-11I FRAMING MF:MDERS NOT �N I DRY O 2 MUD PzOOM "r \ ° I �j0 �' LAV. Ar PANEL EDC�Es OVEN I DRAFTING BY J X15T". NEW 2x o .R. " O � � /_'� I NEW 2X8 G.J. @ 16" OL. W/ R-V I EXTERIOR OUT SIDE �.3 -- --- -NEW -I2) 2X12 RIDGE - clJ - __ / 15A� PA1T I °° \s i.Iar Nsu- i 3 CORNER FRAMING W 6'- (C7 2" 8'-10" �,o / K176f JEN AREA — N \ NLO 250 FULTON AVE, SUITE 600 31 G v I A' SCALE: 1/4"@1' 0" HEMPSTEAD, NY 11550 I I CELL: 646-996-5421 EMAIL: CADS421@MSN.COM I \ / O ( ) " PROJECT INFORMATION I / i (2 2X12 HDR "iC�L• I N I I ,/EXIST. 21-IR RATED i O O 3-10 6-8 by1J \ I 16d NAIL @ 24" OL. I 1815 M A R L E N E LN, 1 / PAWALL C L I GYPSUM WALL BOARD I ' RTY INSTALLED IN ACCORDANCE MATT I Ti U C K NA . wIm CHAPTER 7 pNTERIOF (PROPOSED REAR �.I_ I \ EXIST. DEN ° — EXIST. DINING ROOM / 1 EX I TENSION) j \\ ® N (F- ( WOOD srRUGTURAL PANEL. ..... A-A I I `\ v /T\ 1 INSTALLED IN AG(.ORDANGE . _. / OM I _... � EXIS I wITrI TALE R6o2.3(1) CONTRACTOR SHALL VERIFY ALL FIELD � Sd NAIL @ 6!'. OL. ON ALL CONDITIONS AND DIMENSIONS AND BE EXISTING - i _ » RESPONSIBLE FOR FIELD FIT AND QUALITY N I 9'-7" / I \\ 15-11 I ��-2" , ll,-g I FRAMING MEMpERs NOT AT I GARAGE \ � -- / \ a� I I PANFL EDGES AND 12 IN. AOF DE WORK. NOF ALLOWANCES SHALL BE M OL. ON ALL FRAMING O THE CONTRACTOR FOR \ EXIST. WIN. / ISS` WIN. / ( I MEMM,RS NOT Ar PANEL ANY ERROR ON NEGLECT ON HIS PART. .�Exls �J r. 2x10 R.R. I clsT2X1 . 0 R.R. i `I-- --"- ---� 1 EDGES @ 16" oL. —i @ 16" O.G-� j i i N NI I I I X T._BEDROOM ( E�/���y I REV# DESCRIPTION DATE I I ( /� OR IN SIDE i I I X X I I I 2xio R.R ®I Exlsr. 2xio R R. I 2 CORNER F R i o AMING 1 EXIS . ZHR RAT>=D ( PEN PORCH I I NEW PpRTICO ° I OPEN PORCH j LIN 16 NIL) i 16" oL. i A3 SCALE: 1/a"=1 -o I I (v.IF.) " i j I I I PAR 1 WALL - t o I I i I cn I _ I I I i I I 1-�NEW 2X5 R.R. 1--.,NEW 2X8 R.R. ( CL. I I — j I I @ 16" OG. i @ 16" O I 1 3,_2» I 11'-9 " 1 — I I I j I Ew *x% PSLI NEW N22�q/2 PSL I NEW *sx9/i PSL 1 I 16 GAGE (0.054 IN.) AND _ TRELOCATE Ott. ARAGE DG�OR i - - - 1 1.5 IN WIDE METAL TIRE J - -- ACROSS WITH 8-16d NAILS ; L ------- - EXISTS-- - ----- ._-WIN. J I 1dHS EATER THAN 50 -- DRAWING TITLE ------- - -- ----J vEccRArIVE GLi.1,MN NEW RAILIiJC� AS 5F,F.,GTFD PERCENT' OF THE PLATE W m R/U�1D A5 SEIFLTEP 0� by OWNER, V4' MIN. AFF. DY OWNER W/40 WD T�?• E> -ERIOR OR POST T)?' - BE \RING WALL �_• — FIRST FLOOR PLAN � TOP PLArEs & FRAMING DETAILS I 2" 8'-4j" 8#_6" 8'-4�" 2" PII = '" �? CHECK BY 16'-4" 25'-6" 16'-3�" T.M. DATE — 58'-1j" 01-24-2013 _ ` SCALE AS NOTED _ DRAWING # f F::LOOR PLAN —� — 'k TOP PLA r E FRAMFG TO r I/4" ACCOMMODATE Pi -'ING t' A3 SCALE: 1/4"e1'-0" A 'PROJECT# j PLOT PLAN SILT FENCE (-- - - - - - - - - --- - --- --- -- - --- --- - I I I � I A6 1o9'-101 40011-. PROPOSED SILT rENGEi Ii NEW 2 x 10 RR. @ 16" OL. NEW 2 x 10 R.R. @ 16!' OL. I --T, "L' PROPERTY LINK 112.51' n DESIGNS & --'LF�)ER I I LEADER 10'-0` 18-0 / ` 18'-0`MII DRAFTING SERVICES I 6: IZ PITM SLOPE I • CONSTRUCTION � 6: 12 PIT I � � '� - '+ I1`� oRY WELL` +/' \ ''' f I LA5PH&TsraNc- saN -- - - ---- --- -- - - -- - - - - ---- -- , I MANAGEMENT I � �� • PERMITS i — 15# TELT ON i� I B' PVC PIPE X—CLEAN OUT mmHou: V_ • BLUE PRINTS PLYwocD srt�ml►v� � �, rt, `, ( , 1 EXPEDITING � N ( N B" PVC PIPE UNDER CROW , I I � 250 FULTON AVE, SUITE 600 A-ILMIN. OMR—'— I �y G , , & LEADE ' �5 I ' !" \� waw Porro �,I.:,_ HEMPSTEAD,: 16--485-835 50 AJ-MIN. 69-7ER & ` _ I � � -- ------ •- - ----- - -• '`., _ FAX: 516-485-4855 G J ? I LEADER 2rA. ) 1 CELL: 516-924-4854 r- --- - - - - - �• — J ` I ' i im LEAPERTOPV �.� 11 ; (_ r�av,r,PPE 9 1 - LASPhkr i5dM I.FS ON N I ►�# I�r ON I I I 0 TO I � PLYwooD srtP�mlr� I Ex15T. OW- r I 14iI Mr. J � (2) 2X12 RIDGE NEW 2 x 10 RK @ I6"" G i. I m . I SEAL �� Y Hq�ca,� 1 NEW 2 x IO R.R. @ 16 OL. , , MAIWAIN EXISTING I I Q co AREA ,r y + I 6: 6-OPE PIT(,h I I i F- I i f..L� �Af c e, LU 6: Plrcrt I s La�` I � . I01 z 00 O Di �Y SA ° �- I i W I ---1---- - -- -- -- -- -- -- -- -- -- ' -� a- / PROPERTY LINE 112.54 N I DRAFTING BY ASPI•fALT St11NG1�5 ON I i I a5# �Lyr ON �„ I PLYwooD St1ElmiN6 I MAR LE N E LANE .•L�� J�� I SILT FENCE DETAILS 250 FULTON AVE, SUITE 600 G I HEMPSTEAD, NY 11550 EMAIL: CADS 21@MSN,COM PROJECT INFORMATION J� I 36"MIN.FENCE POSTS, WOVEN WIRE FE ICE(MIN.14 112 I DRIVEN MIN.16"INTO GAUGE,MAX.6"',TESH SPACING) l - -- - - - - -- --- -- - --- I GROUND 1815 MARLENE LN, srlw��LEs ON � � I 15# I-.T O�mINC� I i l MATTITUCK N.Y. I i (PROPOSED REAR I N 1 b. � Plrcn k: n Plrcrl I N I IW10,6II I EXTENSION) Gt 1E`:'J 2 x 10 R.R @ " 1 SLOPE ( UPIN. W TER & NEW 2x► I 6: 12 PITUi , o RR _ ....OPE I ® 16" OL. NEW 2x10 R.R. I I I CONTRACTOR SHALL VERIFY ALL FIELD s:< I� PITlti I „ z CONDITIONS AND DIMENSIONS AND BE r @ 1I OL. ' RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK. NO ALLOWANCES SHALL BE i -- -- - - - --- - - - - -- -- - - -1 --- --- - -- ---- --- --- - ---- -- -1- - - --- --- - --- --- -- - -� MADE IN BEHALF OF THE CONTRACTOR FOR ALt�r11N. C�UTTER� .J ANY ERROR ON NEGLECT ON HIS PART. FLOW �V REV# DESCRIPTION DATE •t F%M0 GRAS �. f 05ff � 'LAN FLOW 2'-0" ID EXT. PIPE w/ 2'-0" ID EXT. PIPE c PERSPECTIVE VIEW METAL PLATE COVER I— METAL PLATE CG METALIPLAIE(PI / W NABLE CASTING ON IST BASIN ONLY P.CHAIN MNNN am w-v RGZM � :n'�:N. '�,` ., .�r .ff 1,p..)n• :;i�'�";4,r't 3J8 SLS ��:•�:�," :;`• h,. ,:y .n�•:,`e�. ,� +;<• �' � 6'TEMSEE SITE LINK FEN Wr+'J WQA nMVRII YdTM�' IN AI[!R �i Y•"�,fv! •,! •Q� '!''l,:r f , p., .v•. �• CE' ' ,•I, "' ;:c.5;::;' E DEMO PLAN i INLET PIPE t ■ v E� r� ■� ■ t INLET PIPE NLEr PIPE t ■ °' o E� c� n ■ ' t t ■ aro o a n ■ t ne art A I 1 M.*IT'Icae new --RELATIVE REunvE , INLET PIPE INLET PP nVE IST PPE WOVEN WIRE FENCE(MIN.14 �wu �'f Rafe or ` 1511 RLTR E�vAnaN ELEVAtION } —VATION -- 1/2 GAUGE,MAX.6"MESH ' '�'TO ocrm a �e t ■ L■ o o r� n ■ t t ■ 7 �� a r� n ■ t t ■ C. r� ■� ■ r SPACING)WITH FILTER OVER w u rR[WY W.A r.IINL ov CNC / 9/�" PLYwOl1D DRYNEIL RING ORYWIL RING DRYVA.LL RING ; I a! (DIAMETER VARIES) � � y ..' �, (�AMETER vAR1ES) ^' .; -�' A ON 9-Z 11173 (DIAMETER VARIES) H ' CONSTRUCTION NOTES FOR FABRICATED SILT DRAWING TITLE (i)PRECAST RINGS 8'-0'x 4'-0'HIGH j: OPEN TCP > > a WW 2x10 M. WISr DTECTIVE NT.VOLUME- 00. 1 ■ I7 a C] ■i tr- t � oPEN� � OPEN TOP 2 96 CF sP P1C PIPE t ■ �■ cy r� r� ■ r CRUSHED STONE 40%VOIDS I ■ a v r r' ■�- t PROVVE R-�0 VOLUME. 60.38 �F y! tt'PVC PIPE 1' 24"PVC PIPE 1. WOVEN WIRE FENCE TO BE FASTENED Z t ■ In � r� n ■ t t ■ d J w r� ■3 ■ t SECURELY TO FENCE POSTS WITH WIRE TIES 6ATr Ir�.ur►oN bTWN TOTAL VOLUME AVAILABLE• 281.34 CF t ■ nr o o ■� ■ t a IwteAa.et,•:L MOM J96r (arsrKCW To Prwsr.A Ty MYL P(RLt Or W PLP L A VQtn k R STAPLES. I 2. FILTER CLOTH TO BE FASTENED SECURELY TO ROOF PLAN, AND (.Hv o•u Rr Aom,Prlry a rtt r(r. FlLTER ABr�C YttAP EATER F NRAP J WOVEN��F '� 0 EN WIRE FENCE WITH TIES SPACED / •�I�;nes RrK.�a �u B-0' 10,'0•05Mt0'-0'MIN g'_p• - EVERY 24"AT TOP AND MID SECTION. DETAILS UNDIS ED GROUND 8•-0' a ,e.vtrGe nor act�►e$g nNxs 11 FLOW 0` 5/r W. OP. 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE TYP I GAL ffL._. DATA IL D R Y W E L L DETAIL OVERLAPPED BY SIX INCHES AND FOLDED. t •. NOTE: I 4. MAINTENANCE SHALL BE PERFORMED AS 'h CHECK BY NEEDED AND MATERIAL REMOVED WHEN T.M. r MN I NO SCALE (TYPICAL) BOTTOM OF PROPOSED DRYWELL ARE AT LEAST 2'-0" ABOVE THE WATER "BULGES"DEVELOP IN THE SILT FENCE. DRAINAGETABLE COMPACTED SOIL DATE CALUCLATIONS `a AREA:264 SQ.FT ------ 01-16-2013 EMBEDDED FILTER CLOTH MIN.6" SCALE INTO GROUND 4" 2" RAINFALL: 3024 x.17= 514.08 Cu. Ft. Water POSTS: AS NOTED Total Gallons: 1 cu. ft. water = 0.037 YD3 SECTION STEEL EITHER"T"OR"U"TYPE OR 2"H;RDWOOD DRAWING# 514.08 x 7.4 = 20.01 YD3 ? FENCE: eurtr Capacity 8'-0" Diameter Ring/Foot = 2.02 YD3 WOVEN WIRE,14 1l2 GA.6"MAX.MESH,)PENING —sunsai'mr..to. Lin. Ft, Drywell Required = 3804.192 / 2,02 = 1.88 Ft. FILTER CLOTH: fI FILTER X,MIRAFI 100X,STABILINKA T1A'N OR APPROVED 3� '•—� �� Use 3 Section @ 8'-0" diameter X 3'-6" Feet High 'L PREFABRICATED UNIT: rYPI�nL WD. 3rA1R RETAIL THE SUBJECT PREMISES IS LOCATED WITHIN A BLOCK WHICH IS GEOFAB,ENVIROFENCE,ORAPPROVE��EQUAL 94 rip *cxt ars, LESS THAT FOUR ACRES ON AREA AND WITHIN WHICH MORE THAN "_ 75% OF THE LOTS ARE DEVELOPED WITH BUILDINGS PROJECT# EXW EXIST I'r'a MIMNEY PAS ROOF NEW PORrIGO AS RELV. ROOF LEVEL -== DESIGNS W A5Pf1A�-T--Sf•tiN6t� J a • DRAFTING SERVICES .' _ __ _ _ �J • CONSTRUCTION —NEw POtnGO --� 12 MANAGEMENT • PERMITS • BLUE PRINTS TOP GEILINv • EXPEDITING r--------- ------ - — '--._..____---- — _ — NEW 250 FULTON AVE, SUITE 600 TEL:516-485-4835 FAX: 516-485-4855 I'Ll ® �A _ -_ CELL.. 516-924-4$54 Ell, IiiHill AIM- 1 S� —zim� ---- — I 13 LL' I NEW OPEN I NEW GONG. NEW OPEN PORUH STOOP PORM SEAL / PA5NUr ,� f $/�3 of NEW y FINI5H FOOR EXTEND E 15TING ,�� KHAN 0 �— ___ — — — — -- -- — — — — — — — �- -- — -- — --- — — -- - — 011MNEY PASS ROOF f " - c� 1 � ROOF LEVE � A � � co — — . i�OP05C- T ELEVATION DRAFTING BY ._,..._ - ! 250 FULTON AVE, SUITE 600 HEMPSTEAD, NY 11550 CELL:646-996-5421 — — • --_ EMAIL: CADS421@MSN.COM LL ___ - _ - �;PROJECT INFORMATION 1815 MARLENE LN, MATTITUCK N.Y. — (PROPOSED REAR EXTENSION) I et I , I d i CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUALITY I � ; OF WORK. NO ALLOWANCES SHALL BE EXPEND EXISTING j MADE IN BEHALF OF THE CONTRACTOR FOR 01IMNEY P '� RZR5E r ANY ERROR ON NEGLECT ON HIS PART. � �SR�`�115t1 FLOOR i —__—_ —• — —_ —' REV# DESCRIPTION DATE TION = — =ANEW ASMALT StiIWA S :7 66ALFE: 114" — — - — — • — — • DRAWING TITLE — - -- _— `� EXTERIOR = NEW SIDING—--- - -- __ — NEW 51DING E L E VAT I O N S a — I CHECK BY _ - T.M. DATE 01-24-2013 SCALE- - - -� -- -- -- - - - - -- - - - - _ — AS NOTED DRAWING# ASP:`SENT FINIS:'t firOGR FROFO5EP Leff T 5 I PE ELEVAT I ON PROJECT# ROOF: ASPf W-r sdiwazs ON 15# -- i FELT ON 3/4" PLYWOOD 6HEAT111% 2x10 R.R. ® I/o 04. ul Elm I INSTALL G01NTINU05 RIPEfl VENT by GO�,RA TYP . 71 ' ROOF: A5PHAL'- 611NGLEs r, - --- -- " TOP ROOF I... .. .,. „ 5 3 X IDGE FINISH GLG. LEN6m I ON I # FELT- r N /� � �.. - . ri Lim „ PLYWOOD 511L,,i1-fING 2x10 w RR ti I I Xiz 2XIoRR oL 2 CORNER AND PARTITION POS I S DESIGNS4X4 RI ATTI RIDGE POST —� II II II I PO!5r TYP 12 ` abR AS SCALE: 114".1'-0" I�� STAG )E.R Joisr 4 IN. OR • DRAFTING SERVICES NEW 2x8 GJ. @ I6" OL. .•- �'' 11SE F'LIGE PLAres • CONSTRUCTION i CTION W/R-30 PA—ii.i. I� ,r�i'' 4X4 Til �vme f•,c'vi � � SEE �ELTION R602.9.2 POsr _ °JD D1�" rOP PILA R C_ r MANAGEMENT l' i ATTIC, ^ 51N6L- OR DOU°X E I HEAP /d_LMINLM J i TEF;: vp, t.� , _ h�_j� �1'' �= '_ _ 5r FLOOR RSoz (i) ANa R5oz.5(2) � PERMITS h C' BLUE PRINTS AND LEAD, .5 I'• EXIST. GARAGE. .�, 3 2X10 G.J. tiDR LPSET NEIN 2x8 G.J. ® {6" 0 (3) 2X10 G.J. t�R SET NEW 2x8 G.J. ® IG" `� � FINISH GLG. �: LEN6m -- • r= ,Y F • EXPEDITING vwrlLArE SOFFi� F I SI,PPG'Rr I NEW VINYL GLAD AIM 51DING W/ 15# XIS �EN EXIST. DINING R QED ROOM I DrJ 01% PAPER OVER I" PGLY5rYRETIE EQlhL NLMt or 250 FULTON AVE, SUITE 600 CLO. NOT. S'-d' VIF. INSI CATION DOARD ON 3 4" EXR�RIOR 5PELlriEp NAILS M I, GL6. r�r. �'-d' V.IF., WALL s HEMPSTEAD, / eau, erm NY 11550 GRADE PLYWOOD SHEATHING GAJ V'4' 5. 0 'ter TEL:516-485-4835 LDS 8 6 W 5 3 I L. S G Rl�Z � YP. �. ON INTERIOR & R- ATT I r SIMPSON STRONG FAX: 516-485-4855 ��• ; 15 � NSLLA�ION �ErWEEN SU5 -Ij W, RATING s TIE CS16 CELL: 516-924-4854 L� Ll JACK STUDS SCALE:N.T.S AT EACH STUD OR TRIMMERS Sr I � I FLOOR .i. - — FINISH FLOOR GRADE _ EXl•G. GONG. aAC EXTG. 2x8 F.J 9 wo OL. 2x{o RR 0 SHINC�E RIDGE TO REMAIN (V.IF.) w 0G EXIST, GONG. 176". ROOF 5f�+miN6 CZR-A-VENT EXIST. UNEXG�:.VATED I WAJ- AND F007"1% V-00 WAEXISL GONG. FG<,ND. -'� EXIT--�T. �ASF-MENT EXlsr. GONG. FOUL. SrtINc�LEs �� �E)wAusr wA>l AND FoorING WALL AND FooTING FELT PAPER I' Ex15r. Ga- AICD �5EOI ION A-A ExrG. GONG. 5L/l� FOOTING — - ----. L - J L _ FINISH FLOOR �� �` ��• SCAM: 4" _ '-d' L -- -I SEAL I; I ®P NEVV 2 2xI2 RIDGE Y HA4,, O", () ANCtIOR poLrs EMS IN �- (GONTINt�US VEN" AND SLPPORr FOUdDArION 4 Fr. OZ.. MAX. 51LL PLATE co `-- AS RUM) FLOOR J067`5 �r a ExrEND Exlsr ING ' 011MNEY PASS ROOF Q R I DCBE VENT DET-A I L �I .4� °� ROO_ _ r TO—� DETAIL OF JACK ' 63 " 1`va�r �'WL SGALE N.T.S. �. ACK TO � 1 X - - - • R_DRN4lli VETT- ` I STUDS OR TRIMMERS � i 1j' 11j„ LVL RIDGE I'Hx iHn -rH----I---I 0 I 1 I I AS SCALE: 1/4".1'-0" ROOF: ASPf-G'_r SHING�tES I Uv I I I DRAFTING BY I I ON 15,f FELT ON 3/4" I I _ PLYWOOD 51iATHING 2x10 ._I? j i ,/ � RR 6 16" G.A �I 6 �T n I i 250 FULTON AVE, SUITE 600 j HEMPSTEAD. NY 11550 CELL: 646-996-5421 � EMAIL: CADS421 MSN.COM — ,— va.ua illi j INFORMATION �1 PROJECT NEW (2) 1 x11j L 1815 MARLENE LN, � r PR IJEW VINYL GLAD AL.I,M 61P* W/ 15# ; NEW FAMILY ROOM M #,! � � _ IXJILDING PAPER OVER I" P.tYSTYRENE . - 6 DIAM. LAL.LY G mm Lm To vtw -y `, (JSU_ATIG'N BOARD ON 3/fir'' EXTERIOR o CATHEDRAL CEILING (� -__ = 24 X 24 X 3'-d' A I T I I U C K N. T . �� � __ SIMPSON :RADE PLYwoGD 5HlJamIN ON 2x4 a —_ = S I M PSO N - _ F°orING STRONG-TIE LSTA (PROPOSED REAR :3TLDS ® 16" OG. W/ 5/S" GYP. �D. G'N �=� � �-� LU; - _ � -- ' IJTPRIOR & R-13 $ATT INsLArIG�I4 °I PLUM5ING RISER DIAGRAM STRONG—TIE H7Z II SCALE:N.T.S AT EACH RAFTER as SCALE:N.T.S AT EACH STUD EXTENSION) `�ETWFEN 5TLD5 -I� HR R�rING - NEW 26 16 OL. .�-- j5r ►� )R , R`iN1511 FLG )z IDES pOLTED F1_U`-�f-t Fi✓IrGf1 11 PE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK. NO ALLOWANCES SHALL BE NEW. FINISH DASEMENT o } •'' "' MADE IN BEHALF OF THE CONTRACTOR FOR CLO, dryT. 8'-d' V.I.F. ANY ERROR ON NEGLECT ON HIS PART. 2'I°„ EXrEND EXISTING �A5l7�AFt`'� ASIPASS ROGF REV# DESCRIPTION i ti l) _ --- —- --- -- - — _ _ NEW WOOD DATE 5rAIRS LP L _J ;- 2 T ION f�-f�) 6 - PROVIDE D" n-K. POI,,RED GONG _ ....-__``.. sGALE: 1/4" = I'-d' - --- - - -- ---- - -- - - - - -- - ------____--__- - - - NEW Ayr"l-I&T SHINC)LES_ FON. WALJ_ c'N 16"x8" T-GONG. - - _ FTG. ALIGN s30fTOM OF FDOrIMG - = - -_- - =---- ------- ---=�=::_ - -- WITH EXISTII'G ADJACENT --- NEW A5PH&r SHINGIEs-=-- ------- - - -- - - - - _ -- SECURITY STC RM DOOR - SECURITY STORM WIND. •--_ -==- _------- -- — -- --�--- -`- - �, DRAWING TITLE - WIND SPEEC) IS 12( MPH I' SEISi1�i "GIS CATEGORY ,�C„ _ _-_ -- : — — ---- -- C DE.� , BUILDING SECTIONS THIS PRGPt <TY IS NOT WITHIN ONE Iv11i.E FROM SHORE LINT; _ -_ � -= - - -; __ .—--- _= - == _ ' AND FRAMING '—ICV i+ DETAILS 1H Iffit__- i -- - --- CHECK SY 2f-8" 21-8 2 -10 T.M. — — — — — — — _ — -- DATE 01-24-2013 SCALE C7/')I AS NOTED DRAWING# Ln ;n i 4 2'- gi" 2 _91„ 3, „ - - -- - - -- - _ -- - - -- -- -- - - --- — - - — — - - _ 2 i --- - - FINISH FLOOR 11 1 r-�e-� n--i n i^r r-� r-� r i i-r- �^ i+-ter— r-i t— i e -r--i ni, i _— _— ____ PROJECT# 4 � A5 ROOF. ASPHALT SHINGLES ON 15# , I ; ,I I Tyr ON 3/A}" PLYWOOD [' , , L•• sr1EATI11% 2x10 RR 0 I6" OG. ' g INSTGO ALL Nrmm RIDGE VENT i3Y ot5i A TYP. TOP ROOF ROOF: ASF 1A1_T11NG'i Es + ------- - - - L2) 2X12 RIDGE PINISt1 GLC. L> mf NF3.. GV F^-r oN 3 4" % T" , PLYWOOD 31-1EAT r-I INC 2 x to 12 V ` &! i OL wiz 2 CORNER AND PARTITION POST LD 2X10 RR. ® 16 /yjp S G N S 4X4 R SCALE:1/4"-V-0" —� PoorSPM ATTI I POST T`fP cLM • DRAFTING SERVICES 1 srAR Josr a IN. OR CONSTRUCTION NEW 2x8 G� ® (6 OL. -�' i`I SEE SI=Gr 8602 s-2 I • i` /R- $ (NSU. USE SPLICZ PLATES 4X4 MI ATTIC FROvroE MINAS M C' S1NC�LE OR DOUJ W 30 AiT. POST eNv DISTANCE � rte, � � MANAGEMENT — I EAVER SEE TA5(-ES PERMITS r ! X � R502.5(I) 5 5 • - _ >" ± k. .r!i > `' — 1sT FLOOR Atm R 02. (2) Q1D • BLUE PRINTS +? FINISH GLC. II. Lim I Ar�A INLM G�.'TERs 3 2x;0 G.1 t pR LPSET NEW 2x8 G� © I6" 0 (3) 2x10 G.J. MDR IPsET NEW 2x8 G.J. ® I6" • EXPEDITING LEADER':' F— , F I sLPPGRT ww VINYL GLAD Aim Sm w/ P# 250 FULTON AVE, SUITE 600 xl�-�r. DI I C� f �D (ZOOM �UII.DiNC PAPER OVER r' Pa-YsM�ENE fit- wvm or WFIED NAILS IN XIS GL6. FtC�T. 5'—d' V.I.F. wry- rI0T. 5'—d' V.IF. IW% ATION WARP ON 3#' EXTERIOR ew WALL s � HEMPSTEAD, NY 11550 GRADE PLYWOOD 6-IEATMING ON 2x4 sm �rION f-467. OAS ACBE I TEL:516-485-4835 ST1.D5 ® 16" Z. W/ 5/5" GYP. W. ON INTERIOR & R-15 $ATT INSII�IrION SIMPSON STRONG FAX: 516-485-4855 TIE CS16 CELL: 516-924-4854 °'- �ETWE;N sus -IJj hp, RATING 5 JACK S LDS AC SCALE:N.T.S AT EACH STUD OR TRIMMERS sr FLOOR ¢� / ` ----- - - --- -- --- -- - a- --- - ----- -- - r FINISH FLOOR i GRADE L— EXT6. GONG. ` -Ab ` 2x10 R: b SHINGLE RIDGE , 1 �,, I EXTG. 2x8 F.J 0 16 OG. I TO REMAIN (V-IF-) W" o�. caR-A-VENT" ' EXIST.6bP - FOUL. RDGP �EAmING V-600 WALL AND>, /PING EXIST-. UNC AVAT -D I �� Ext�lAtnr � EXIST. GONG. FOU�m. �, EXIST-. �ASEMENT' Exlst. GONG. FOM. SMING 5 � I; WAIL AND FOOTING - WALL AND FOOTING FELT -APER Fn L- - - 1EXIST. GOL AND FOGTING EXTG. GONG SLAB bASDAEN1 i. (�T-I ON A-�,. FINISH FLOC- SEAL ,_,_• L__ J L_ J L _ J sGAI.-f-: 1/4„ _ I,-d, :' n I .'r'a•.b f,,-.•`L1 (2) 2x12 RfJGE �m6mi"RTS EMbF�DED IN 51LL PLAN � •�� Q� �v.�°�� ",�-.;� + FINISHED GRADE (GONrINIX.t6 VENT- AND SPPORT FO"ATION 4 FT. OG. MAX I r •p'l` AS �'D) FLOOR JOISTS I I"'• f " E; R I PCE VENT PET-A Ie DRAINAGE CALUCLATIONS ' DETAIL OF JACK 2'-0' ID EXT. I IPE w/ AREA:264 SQ-FT Sr ro—.} �To SGAtE NTS. _ �,� Q(�163� METAL PL,,TE OVER ----I I UDS O R l R I M M E R S41 2" RAINFALL: 3024 x.17= 514.08 Cu. Ft. Water �'� +' p'� Iy { g�e�F ..A�^'`. I r-.---T---r -r---� AS SCALE:1/4"_1'-0" Total Gallons: 1 cu. ft. water = 7.4 Gallons I .,t'; ;ax' • •��::::ti. < .s, LAY I �'DRAFTING BY i r 514.08 x 7.4 = 3804.19 Gallons T—�:a Ko PIPE a„ Capacity 8'-0" Diameter Ring/Foot = 410 Gallons M- 9 , d � r� ?: ■ r 1st rt DRYY�ELff L IIINc ,' Lin. Ft. Drywell Required = 3804.192 / 410 = 9.28 Ft. (DIAMETER VARIES) �, " i r °' o (� s Use 3 Section @ 8'-0" diameter X 3 -6 Feet High "' 250 FULTON AVE, SUITE 600 .' 8o HEMPSTEAD, NY 11550 (1)PRECAST RINGS 8'- ' x 4'-0'HIGH r M TOP > I CELL:646 996-5421 1 EFFECTIVE INT. VIA. I IE■ 200,96 CF r a C7 C7 1[� �:, rr'- r A CRUSHID STONE: 4C',, VOIDS 4 Z4'Y C PIPE I �T— „�L,,E . U38 CF � � THE SUBJECT PREMISES IS LOCATED WITHIN A BLOCK WHICH IS I EMAIL: CADS421(a7MSN.COM � 1 TOTAL wLuuE AVAJ AE.E 281.34 CF '� I LESS THAT FOUR ACRES ON AREA AND WITHIN WHICH MORE THAN I ;. :`••I 75% OF THE LOTS ARE DEVELOPED WITH BUILDINGS I y,cn. I;I;I 1 --- j PROJECT INFORMATION ? LTER FABRIC , ( I e �• (?III ` a FILTER FABRIC MAP y � MRAP l I I{,I ` p ,t I ' V.r sAI+D counr+ E - }\ �1 ii . �• f. I, 1815 MARLE N OOHNE ST 1M--J T' .ray` E L N POROUS SIR M ATTi i T U C K N.Y. �Ire TO STR�7 ' SIMPSON T SIMPSON (PROPOSE® REAR DRYWE_ STRONG-TIE LSTA A STRONG-TIE H7Z _ DETAIL PLLIMf 5'1 O i� 3tR PIA&R A8 SCALE:N.T.S AT EACH RAFTER AS SCALE:N.T.S AT EACH STUD EXTENSION) NO SCALE (TYPICAL) ' �1 EXTEND EXISTING GMIMNEY PA„ 907 I CONTRACTOR SHALL VERIFY ALL FIELD RESPONSIBLE OR FIELD FIT AND QUALITY d OF WORK. NO ALLOWANCES + ( — w A CES SHALL BE ROOF LD I- _ — — — — EXTEND EXISTING I " X IIS" LVL RmGE GMIMNEY PASS ROOF MADE IN BEHALF OF THE CONTRACTOR FOR A5 REG�'D. ANY ERROR ON NEGLECT ON HIS PART. ROOF: A'.:'t1ALT SHINGLES -NIS# T3TON3/A}" - - - - -- —, - - - - - _ — _RGI ------ REV# DESCRIPTION DATE PLYwOa� 5f1EATttING 2x10 —I6 — _ - fZR ® 1(' OG. 6Ai-AR TIES SPtiALr�t11NGLE TO" 61111-1,6 — — — — — — — — • — — - — — • — - - If NEW ASPI1ALr 5MIN6LEs — M — NEW VINYL GLAD ALLP SIDING W 5 ❑ IF] -_ — — — _ --_ - —---- — -- — — - - NEW FAMILY {�OOI -- -- — blJli DING PA°ER l7VER i" PGLYSTYRENE =i 6° PIM. _ E • �- � _= I LALLY G INSLIArION i GARP ON 3/4" EXTERIOR o GAlY1EDRAL CEILING = _-_ Zit X 24 X 3'-d' _ DRAWING TITL GRADE PLYWOOD � 7}TING ON 2"xk" 29 .I FOOt1tJG -- I , SUS @ I6 Z. W/ '/5 GYP. DD. ON INTERIOR & R-13 �Ar i I rloly - _ - -_ __ -_ _—cam 5vw-- BUILDING SECTIONS S — r z. rI y _ ---t�EW�iDI -- ==- --_ -_— bETYVEEN TLDS I RA NG NEW 2x8 ® Ib GG. A G _ AND FRAMING DETAILS FIN15M FLOG - - - - -- - -- - ~d ____ - •� - - - -- -5-IDES 130LrED FLL><�t1 PL.ITU-1 f W. FINIS A5 M T• CHECK BY -' NEW. f� � E EN R — — — — — . :,'• ,: EEE T.M. � •' '- t+ DATE I` 1 11-28-2012 aSM,h'r r.' I—.- I GALE NEW WOOD •,; --- iN116d Fes: - - - - - - - - STAIRS LP I AS NOTED /- - - - - - -- - �E:6 ION f5—f� DRAWING# -- ---- — — — -- -- -- --- -- — — _! — — -- --_ _._.._. --- - ---- - - _. _.... _ —. .' �- --- - --- — — `- — ._ --- FINISH FLOOR P zOVID:_ 5" TI-K POI o GONG__ ' FTN. W''LL ON 16"x5" T-GaP1G. FROP05F-P f� Cif F 51 PE EL�VAT-I ON ' M-G. A: 'SJ i 97 M OF FOOTING I WITH E;ISTING ADJAGFJ�(T PROJECT#