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�gUFFQi,f ` Town'of Southold 8/29/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41398 Date: 8/29/2020 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 60 Gagens Landing Rd., Southold SCTM#: 473889 Sec/Block/Lot: 70.-10-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/16/2019 pursuant to which Building Permit No. 43790 dated 5/24/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"interior alterations, including recreation room in basement, to an existing one family dwelling as applied for. The certificate is issued to Vella,Aleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43790 7/31/2020 PLUMBERS CERTIFICATION DATED t o ' d Signature Fat TOWN OF SOUTHOLD BUILDING DEPARTMENT ce TOWN CLERK'S OFFICE P . 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#: 43790 Date: 5/24/2019 Permission is hereby granted to: Vella, Aleen 67 High St East Williston, NY 11596 To: legalize "as built" interior alterations ana stoop t existing single-family dwelling as applied for. Additional certification may be fired. At premises located at: 60 Gagens Landing Rd., Southold SCTM # 473889 Sec/Block/Lot# 70.-10-16 Pursuant to application dated 5/16/2019 and approved by the Building Inspector. To expire on 11/22/2020. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $670.40 CO -ALTERATION TO DWELLING $50.00 Total: $720.40 Buil nspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be Filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2.- -Final-Approval-from-Health Dept.of water-sup pand-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. :2 ('v New Construction: Old or Pre-existing Building: ,/ (check one) Location of Property: House No. Street —Owner or Owners of Property: % 1 �. Suffolk County Tax Map No 1000, Section �'9 Block Lot I Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant Signature C D MAY 2 1 2019 Building Department Application ;t;U' ^; ,: _;y� TOWN OF soumda !J AUTHORIZATION (Where the Applicant is not the Owner) i �j [ residing at � 6�t�P.Gtc, klAs 1 (1 (Print property owner's name) (Mailing AdAd�ress) JC�LAO �V do hereby authorize e(�6c /y o &j r 6 (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) kzcneu VILA-t4 (Print Owner's Name) p� SO(/r�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • yon Sean.devlinla'�town.Southold.ny.us I�COUN N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Aleen Vella Address: 60 Gagens Landing Rd city:Southold st: NY zip 11971 Building Permit#. 43790 Section: 70 Block: 10 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Houle Owner License No. SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heater/Fan 1 Duplec Recpt 50 Ceiling Fixtures 8 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 6 Smoke Detectors 5 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 47 CO2 Detectors Sub Panel 1 A/C Blower 1 Range Recpt Ceiling Fan 5 Combo Smoke/CO 2 Transformer UC Lights/Pucks 6 Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 47 4'LED Exit Fixtures Pump 1 Other Equipment W/D, Fridge, DW, Micro, Oven, Hood Notes House w/ Garage Inspector Signature: Date: July 31, 2020 S.Devlin-Cert Electrical Compliance Form.xls r Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 igs P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD D W� - AUG 2 6 2020 -5UMDK C"-DETT. CER-TIFICAT-LON v TMOLD Date: Building Permit No. 710 Owner:—A- aa�n, �r&\AG� '- --- - (Please--print)-- Plumber:., ky- f 2�o- (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 day of a 94A 20 CV41W Ld—A�L/&0 Notary Public, uc,',tloqnt, TO- Jeanne Sweet Bartos NOTARY PUBLIC,State of Newyork No.OIBA6210083 Qualified in Suffolk County Commission Expires August 10,20 V� OF SOUIyo * TOWN-OF SOUTHOLD BUILDING DEPT. `ycourm,��` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] OUNDATION-2ND = [ INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION " [ ] FIRE RESISTANT PENETRATION = [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ` [ ] PRE C/O REMARKS: f t • vw,nn RtJV4� cin DATE I INSPECTOR ` �aOfSOGTyo ti 177 10 60 -- # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = [' 1 FOUNDATION 1ST [ ] -ROUGH PLBG. [ -]-FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ -]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �CELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE "INSPECTOR C �� 1 - Of SObTyO� Li / # TOWN OF SOUTHOLD,BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c. Af 7 Z-� DATE INSPECTOR �-- q so TOWN OF SOUTHOLD BUILDINGDEPT. WW" 765-1802 INSPECTION I FOUNDATION 1ST I/ROU H PLBG. I FOUNDATION 2ND 1 .1 ULATION/CAULKING FRAMING/STRAPPING FINAL, FIREPLACE & CHIMNEY- -FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION -] ,ELECTRICAL (ROUGH) ELECTRICAL (FINAL) I CODE-VIOLATION PRE C/O R ARKS: y R-ow,61A AA_ Sj �Ll C04& DATE tolq1704-0 ,INSPECTOR I I U- --- -V�l r ho��OF SOUIyO� / V V r[&q 6-NJ LA-" DlAtq * -TOWN OF-SOUTKOLD BUILDING DEPT. cou765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �� Dwyer, Tracey From: ROBERT VELLA <rmvellajr@hotmail.com> Sent: Wednesday, August 26, 2020 11:08 AM To: Dwyer, Tracey Subject: 60 Gagen's Landing Road, Southold Dear Ms. Dwyer, It was a pleasure speaking to you yesterday regarding the final steps needed to obtain the certificate of occupancy for our property at$.60 Gagans landing Road, Southold. To that end, I have attached two photographs of the railing that lead to the basement for your review and the building department file. I also overnighted the plumbers certificate which should arrive in your office today. If there is any other information you need to complete the file, please do not hesitate to call upon me. The best number to reach me is 516-578-6174. I thank you in advance for your assistance. Sincerely, Robert Vella i � f 1 FIELD INSPECTION REPORT .DATE COMMENTS FOUNDATION (1ST) .................................... 'FOUNDATION (2ND) , ` ` Z 0 JIDq�, ,whl JrvS � ROUGH FRAMING PLUMBING h y INSULATION PER N. Y-. STATE ENERGY CODE 1 S7 h 1 � r FINAL ADDI'T'IONAL T5 12-1 2- / U 12 C) D �� C— eC+r J SD O K tv z ,H 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) 7654802 Planning Board approval FAX: (631) 765-9,$02 , Survey Southoldtownny:gov PERMIT NO. Check Septic Form -N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 51RL+ 20_6 Single&Separate D +_ Truss Identification Form D Storm-Water Assessment Form f MAY 1 6 2019 tact: r� Approved t� ,20t �Q�1(YISL M*to: elf Disapproved a/c ,i'8O.{�.. TOWN®F 8® 1 IG I� Phone: Expiration '20 Building Inspector APPLICATION FOR BUILDING PERMIT • Date �, �% , 201q__ 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 ori 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 withiri'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 iame,if a corporation) z _ -' ••i'�l (Mailing dddress of applicant) •,s!e�Yf 1'Ir'ry2�:! •15,� •4 r _is` S,_}!;"7 - - State'.whether applicant-is'o vwmerl-le's'see geiat, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �- (As on the tax roll or l`ates't deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whic pro osed work will be done: House Number Street inlet County Tax Map No. 1000 Section Q Block Loth S Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construct'on: a. Existing use and occupancy Ate' b. Intended use and occupancy / 3. Nature of work(check which applicable):New Building on Alteration V/ Repair Removal Demolition Other Wor (Description) 4. Estimated Cost � r��' Fee (TUbe paid on filing this application) 5. If dwelling, number of dwelling units If garage, number of cars ; K Number=of dwelling units on each floor `t h' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i I 7. Dimensions of existing structures, if any: Front �i' `-Rear _ E` Depth �f Height Number of Dimensions of same structure with alterations or additions: Front Rear *_4 Depth :�2&, Height �,� I Number of Stories___i _ 8. Dimensions of entire new construction: Front � p�Qll Rear i Depth ��'&-, Height Number of Stories 9. ,Size of lot: Front i� Rear u � Depth 10. Date of Purchase Name of Former Owner . 11. Zone or use district in,which premises are situated A e! 12. Does proposed construction violate any z ning law, ordinance or regulation? YES NO 13. Will lot be,re-graded? YES NO Will excess fill be removed from premises? YES NO _A/ 14. Names of Owner of premises Mi: /�I, (-�� / 'ddress �n . � h� -4�7�/ Name of Architect _je Addresses f e No `. Name of Contracto ®L i2 ess Phone No. ` 15 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 NO tl * 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 prope ? * YE * IF YES, PROVIDE A COPY. MELISSA R ER NOTARY PUBS I oLSTATE OF K COUNTY NEW YORK STATE OF NEW YORK) SU F SS: LIC.#01DE6349898 COUNTY OF ) COMM.EXP being duly sworn, deposes and says that(s)he is'the applicant (Name ot individual signing co tract) a ove named, (S)He is the (Contr`ctor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly au orized to perform or have performed the said'work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 kci ; NotaryTublic Signature of Applicant �S�FFOL�-c BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o - Town Hall Annex - 54375 Main Road - PO Box 1179 u' - Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 ��l rogerr(@-southoldtownny.gov — sea nd(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 2 Company Name: p�yp��Wh.�,r� Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: A I�e+--A) Qt(o� Address: GD qcQ4gv 's LaAJ(nR 62d S a Q Ano (J Cross Street: 0 A(Z(G,r„--w Phone No.: 631 Z(o` Zoo Bldg.Permit#: 3-7 910 email: Cd(,V- (o Tax Map District: 1000 Section: 0 Block: \® Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done-on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION A Request for Inspection Form As �OS�fF��KCO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD a Town Hall Annex, 54375 Main Road - PO Box 1179 C/> r - Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcDsoutholdtownny.gov sea nd(d�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Alf Information Required) Date: 2 Company Name: aryl e wne4-c Name: License No,: email. Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: A I-e�eA) (C� Address: (oD Sou4-�o Q PQU r) Cross Street: o p('l- (u&J_-)iV Phone No.: 631 7,(o-?,Q Bldg.Permit email: Cid vV((a Tax Map District: 1000 Section: �3 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Tern p-'Certificate?: YES / NO- Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work'done-on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Aa/a Request for Inspection Form As ,X�n` PERMIT# Address: Switches ,g --1 Outlets- �� w GFI's�� Surface` Sconces b HH' 100t►t '7 UC US Fans Fridge HW Exhaust ( �. Oven I 4,d, Dryer Smokes DW Service Carbon Micro I Generator Combo ( Cooktop I Transfer AC AH Mini A,5 CSG - j r%� Special:��/ } Comments s � � Z0, o CG f% r Q r inn nar y 1�� ffalTown of Southold 2/7/2018 53095 Main Rd - Southold, New York 11971 631-765-1802 COMPLAINT To: Vella, Aleen Complaint#: 2017-713 67 High St SCTM#: 70.40-16 East Williston,NY 11596 Follow-up Inspection Date: 2/28/2018 I Location: 60 Gagens Landing Rd +i PLEASE TAKE NOTICE, a complaint has been registered against the location described above, in that the above named individual(s) did commit or permit to occur the following offense: This office has received complaints of new windows being installed with no permit. 1 i This condition constitutes a violation of: j TOWN OF SOUTHOLD CODE 144-8(A)(1) To Resolve: To avoid possible legal action,contact the building department by the return date on this violation notice and secure the required building permit. i I I I i i When on 11/17/2017, I did observe the following: 11/17/17 building inspector Jarski observed many new-windows that were installed with no permit. This property will be re-inspected for compliance on: 2/28/2018 Peter Doherty Town of Southold 2/7/2018 53095 Main Rd a Southold, New York 11971 NOTICE OF VIOLATION - ORDER TO REMEDY ISSUED TO: (Owner of Record) Vella, Aleen 67 High St East Williston, NY 11596 RETURN DATE: 2/28/2018 REFERENCE NO.: 2017-713 Regarding: 60 Gagens Landing Rd SCTM#: 70.-10-16 PLEASE TAKE NOTICE THAT the property described above, including any improvements thereon, which is owned, occupied or operated by you or in which you have an interest, is in violation of the Town Code of the Town of Southold and/or the Uniform Fire Prevention and Building Code as specified in the attached "MEMORANDUM OF VIOLATIONS". YOU ARE THEREFORE ORDERED AND DIRECTED to correct and comply with the law and to remedy these violations on or before the RETURN DATE noted above. If you contend that there is no violation, you must notify the below code enforcement official in writing before the RETURN DATE noted above. This notice must stipulate the specific reason you believe the conditions noted on the attached MEMORANDUM OF VIOLATIONS is not in violation of applicable codes, rules or regulations. Your failure to correct these violations within the time noted above, and to comply with the applicable provisions of law may constitute an offense punishable by a fine or imprisonment or both. For the purposes of applying the penalties described in this order,your first violation shall be deemed to have occurred as of the ISSUE DATE noted above. Should you have any questions, please contact me at (631)765-1939. OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O �ycoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 25, 2020 Aleen Vella 67 High Street East Williston, New York 11596 RE: 60 Gagens Landing Road, Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) e. Q� A fee of$50.00. f Final Survey with Health Department Approval. N Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43790-Z alterations O�atf so�Tyol h p # # TOWN OF SOUTHOLD BUILDING DEPT. 'Coum"a 765-1802 INSPECTION [ ] FOUNDATION 1ST [YFINAL H PLBG. [ ] FOUNDATION 2ND [ ATION/CAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: Y v tioil DATE INSPECTOR EET S TR1 SOUTH ' 106.05 N.8 )-37'10" o L6 " - N r I SITE ' SURVEY ryMco c'JJ L6 MAP OF PR OPER T Y r T TOWN O F: S O U T H O L D PROF.DASEMENf WINI70W WELL i SUFFOLK COUNTY, NEW Y9�K t SURVEYED JUNE >9, 1973 MOVE EXIST NG 7ECK&�I'LALE O Q EXI NG FKONNAt A riz t0 KEMA N, AREA = 13, 082 SQ. FT. E o2„ I - �XI511NG SCALE 1 20 ' EXI511NG MEtAL SUNIZOOM t0 151"OI:Y � I bW���ING CER TIFIED TO: U.S. LIFE TITLE INSURANCE CO. W w ---- o O e'-a L0 I INFORMATION TAKEN FROM SURVEY a0 0 PREPARED BY RODERICK VAN TUYL, P.C. N 0 26-u GREENPORT, NEW YORK 7 z S.87058'1 0W. 112.62 r i I 17W6,NO.: SCALE; ISSI.lEl7; A s11'F- I o2O .. / �,% AIP.CTEC NOLOGI E S I7W6,NAM: SOUf1-0yNW OK H[Tr:CTUM FANNING CON5VUCION 5FP&10�5 '?OI'OS;n SITS FI-AN , 155U�n 1"O CL,[Wr FO, pF-VI�W, 648 Roanoke Avenue Riverhead, New York 11901; i %i 631.295,1129 f 9�q 9 o REScheck Software Version 4.7.0 Compliance Certificate �s�a+oppe0��aeav9te wereeer. A� .Project Finished,Basem.ent I.. ,.. •; ° �,^ T Energy Code: 2015IECC Location: Southold, New York MAR 9 2020 , Construction-Type: Single-family Project Type: Addition ' +"uo�oll oil% Orientation: Unspecified ' Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 60 Gagens Landing Road Vella Alexander Kahn Southold, NY 11971 Architectural Kahnceptions PLLC 143 East Main Street Smithtown, NY 11787 (631) 780-6124 akahn@kahnceptions.com Compliance: 4.2%Better Than Code Maximum UA: 72 Your UA: 69 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R Value R-Value U-Factor UA Perimeter Basement Wall 1:Wood-Frame 1,008 13.0 0.0 0.058 56 Orientation: Unspecified Wall height: 7:0' Depth below grade: 6.0' Insulation depth: 7.0' Window 1:Wood Frame:Double Pane with Low-E 42 0.300 13 SHGC: 0.40 Orientation: Unspecified 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 2015 IECC requirements in REScheck Version 4.7.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Titl I,A��f J ]�h�� 101499re ' Date Z/* Project Title: Finished Basement Report date: 03/06/20 Data filename: C:\Users\Alexander\OneDrive\Kahnceptions\Projects\2020 Projects\Vella\Res-Check Page 1 of 9 Basement.rck CREScheck Software Version 4.7.0 �(J Inspection Checklist Energy Code: 2015 IECC Requirements: 80.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans-"Verified Field Verified # 'Pre-inspection/Plan Review Value 'Value Complies? Comments/Assumptions &Re .ID 103.1, ;Construction drawings and ;❑Complies ;Requirement will be met. 103.2 !documentation demonstrate . ❑Does Not [PR1]1 ;energy code compliance for the iLocation on plans/spec: li4� building envelope.Thermal :- ;❑Not Observable i ,Res Check notes, Sheet Al envelope represented on `-_" ❑Not Applicable construction documents. 103.1, ;Construction drawings and ;❑Complies ; 103.2, `documentation demonstrate I❑Does Not 403.7 :energy code compliance for [PR3]1 :lighting and mechanical systems. UNot Observable ;Systems serving multiple f ;❑Not Applicable dwelling units must demonstrate } ;compliance with the IECC Commercial Provisions. } 302.1, (Heating and cooling equipment is Heating: Heating: ;❑Complies ;Requirement will be met. 403.7" sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 ,on loads calculated per ACCA Cooling: Cooling: :Location on plans/spec: . Manual J or other methods Btu/hr ❑Not Observable Btu/hr Res Check notes,Sheet Al 1 approved by the code official. :❑Not Applicable Additional Comments/Assumptions: 1 High Impact Merl) 2' Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Finished Basement Report date: 03/06/20 Data filename: C:\Users\Alexander\OneDrive\Kahnceptions\Projects\2020 Projects\Vella\Res-Check Page 2 of 9 Basement.rck Section-_ ' Plans�lerified Field Verified- #' Foundation Inspection:. Value Value - Complies? Comments/Assumptions & G2eq.ID 402.1.1 ;Conditioned basement wall R- I R- ;❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value.Where interior R_ R- ;❑Does Not table for values. insulation is used,verification �� ;may need to occur during ❑Not Observable 'Insulation Inspection. Not ;❑Not Applicable ; required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall i❑Complies ;Requirement will be met. [F05]1 {insulation installed per i_, . : %❑Does Not ec: ;manufacturer's instructions. ! ;Location on plans/spec: x i❑Not Observable p p ;Res Check notes, Sheet Al ❑Not Applicable ; 402.2:9 Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 insulation depth of burial or E❑Does Not ;table for values. distance from top of wall. ;❑Not Observable ❑Not Applicable 303.2.1 ,-;A protective covering is installed ; ",❑Complies I Requirement will be met. [FO11]2 ','to protect exposed exterior t Does Not insulation and extends a .`.`' _ (Location on plans/spec: :?[]Not Observable ' I minimum of 6 in. below grade. { s ;Res Check notes, Sheet Al ❑Not Applicable 403.9 ;Snow-and ice-melting system ; . - _`;❑Complies [F012]z °!controls installed. ;❑Does Not j i '❑Not Observable 1 ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1-2,1 Medium Impact(Tier 2) :3 1 Low Impact(Tier 3) Project Title: Finished Basement Report date: 03/06/20 Data filename: C:\Users\Alexander\OneDrive\Kahnceptions\Projects\2020 Projects\Vella\Res-Check Page 3 of 9 Basement.rck Section Plans Verified Field-Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, j 402.5 ❑Not Observable [FR2]1 I ❑Not Applicable 303.1.3 1 U-factors of fenestration products', ;❑Complies :Requirement will be met. [FR4]1 :are determined in accordance I ',❑Does.Not ;with the NFRC test procedure or Location on plans/spec: taken from the default table. ;❑Not Observable Res Check notes,Sheet Al f ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier •❑Complies Requirement will be met. [FR23]1 ;installed per manufacturer's ,❑Does Not instructions. !Location on plans/spec: ❑Not Observable Res Check notes, Sheet Al ❑Not Applicable 402.4.3 'Fenestration that is not site built ;❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ; ?❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440, ' or has infiltration rates per NFRC ;❑Not Observable 1400 that do not exceed code ;❑Not Applicable limits. 402.4.5 1 IC-rated recessed lighting fixtures ;❑Complies ;Requirement will be met. [FR16]2 ;sealed at housing/interior finish i❑Does Not and labeled to indicate 52.0 cfm ;Location on plans/spec: leakage at 75 Pa. `❑Not Observable Res Check notes, Sheet Al j ;❑Not Applicable ; 403.3.1 Supply and return ducts in attics ! ;❑Complies ; [FR12]1 !insulated >= R-8 where duct is F ❑Does Not >= 3 inches in diameter and >= �' R-6 where < 3 inches.Supply and; ;❑Not Observable ;return ducts in other portions of ; ;❑Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 I ,for< 3 inches in diameter. 1 ; 403.3.5 ;,Building cavities are not used as E ;❑Complies [FR15]3 'ducts or plenums. + ;❑Does Not , UNot Observable ❑Not Applicable j 403.4 i HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 'above 105°F or chilled fluids E❑Does Not below 55 °F are insulated to>_R- �Location on plans/spec: ' r 3 ❑Not Observable Res Check notes,Sheet Al (❑Not Applicable ; 403.4.1 ;Protection of insulation on HVAC ;❑Complies Requirement will be met. [FR24]1 piping. +❑Does Not Location on plans/spec: ' ![--]Not Observable Res Check notes, Sheet Al I '❑Not Applicable •403.5.3 ;Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 !>_R-3. ;❑Does Not ` ❑Not Observable Location on plans/spec: Res Check notes, Sheet Al ❑Not Applicable 403.6 (Automatic or gravity dampers are; ;❑Complies ;Requirement will be met. [FR19]2 !installed on all outdoor air i ;❑Does Not i intakes and exhausts. I Location on plans/spec: ❑Not Observable 1 Res Check notes, Sheet Al i ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Finished Basement Report date: 03/06/20 Data filename: C:\Users\Alexander\OneDrive\Kahnceptions\Projects\2020 Projects\Vella\Res-Check Page 4 of 9 Basement.rck 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:-Finished Basement Report•date: ,03/.06/20 Data filename: C:\Users\Alexander\OneDrive\Kahnceptions\Projects\2020 Projects\Vella\Res-Check Page 5 of 9 Basement.rck Section' = Plans Verified Fie I, " Insulation Inspection r ,-=Complies?" Comments/Assuemptlons- &Gteq.ID Value Value 303:1', , , All installed insulation is labeled ;❑Complies ;Requirement will be met. [IN13]2- {or the installed R-values i' _ ;❑Does Not provided. = ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the ❑ Wood ;❑ Wood 1❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass 1❑Not Observable [IN3]1 !exterior,the exterior insulation Steel Steel G , ;requirement applies (FR10). :❑ ;❑Not Applicable ; 303.2 (Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not #;t ;Location on plans/spec: q . ❑Not Observable Res Check notes, Sheet Al ❑Not Applicable ; Additional Comments/Assumptions: 1 IHigh Impact (Tier 1) 2• Medium Impact(Tier 2) 13_1 Low Impact(Tier 3) Project Title: Finished Basement Report date: 03/06/20 Data filename: C:\Users\Alexander\OneDrive\Kahnceptions\Projects\2020 Projects\Vella\Res-Check Page 6 of 9 Basement.rck Section, Plans,Verified Field Verified. # - Final Inspection Provisi®ais Comliliesr� ;: 'Corrirnents�Assiamptlons &.Req.ID Value Value 402.2.4 ;Attic access hatch and door R- 1 R- j❑Complies [FI3]1 :insulation ?R-value of the ;❑Does Not adjacent assembly. 1 ;❑Not Observable ' ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and EDoes Not <=3 ach in Climate Zones 3-8. ;Location on plans/spec: ;❑Not Observable ; Res Check notes,Sheet Al ❑Not Applicable 403.3.4 :Duct tightness test result of<=4 ; cfm/100 cfm/100 .❑Complies [FI4]1 I cfm/100 ft2 across the system or 1 ft2 ft ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in T❑Not Observable (tests, verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total ; ' I :leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ; w.g. across the system including ,the manufacturer's air handler ;enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch ;w.g. across the entire system :including the manufacturer's air ;handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 !by manufacturer at<=2% of i IE ]Does Not design air flow. Location on plans/spec: '❑Not Observable IRes Check notes,Sheet Al l ;❑Not Applicable ; 4031 1` f Programmable thermostats t ;❑Complies ;Requirement will be met. [17I9]2 `' installed for control of primary ;❑Does Not ., Cheating and cooling systems and i Location on plans/spec: initially set by manufacturer to ❑Not Observable ;Res Check notes, Sheet Al +code specifications. ,❑Not Applicable .403.1.2'° (Heat pump thermostat installed E , • ;❑Complies ;Requirement will be met. [FI10]2 on heat pumps. _ ❑Does Not ❑Not Observable ;Location on plans/spec: 4 Res Check notes, Sheet Al j '[]Not Applicable 403.5-J-,,."',Circulating service hot water ;,` ' ❑Complies ;Requirement will be met. [FI11]2, systems have automatic or I f❑Does Not ;accessible manual controls. ( r, ❑Not Observable Location on plans/spec: :., "1 Res Check notes,Sheet Al + �❑Not Applicable ; 403:6:1 ,- . All mechanical ventilation system - ' ❑Complies ;Requirement will be met. [FI25]2 ;fans not part of tested and listed E f❑Does Not i HVAC equipment meet efficacy F r ;Location on plans/spec: and air flow limits. I I❑Not Observable ,Res Check notes,Sheet Al ❑Not Applicable 403,2 j Hot water boilers supplying heat !i - ❑Complies ;Requirement will be met. [FI26]2 Ithrough one-or two-pipe heating I❑Does Not systems have outdoor setback i ( 'Location on plans/spec: .;control to lower boiler water ; ° s❑Not Observable 'Res Check notes, Sheet Al temperature based on outdoor -- ❑Not Applicable temperature. 11 High Impact (Tier 1) _21-Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Finished Basement Report date: 03/06/20 Data filename: C:\Users\Alexander\OneDrive\Kahnceptions\Projects\2020 Projects\Vella\Res-Check Page 7 of 9 Basement.rck Section Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated Location on plans/spec: return pipe or a cold water supply, ❑Not Observable Res Check notes, Sheet Al pipe. Gravity and thermos- []Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. (F129]2 comply with IEEE 515.1 or UL ❑Does Not 515,Controls automatically ❑Not Observable Location on plans/spec: adjust the energy input to the Res Check notes,Sheet Al heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies Requirement will be met. [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water ❑Not Observable Location on plans/spec: supply pipe back to the heated Res Check notes, Sheet Al water source through a cold ❑Not Applicable water supply pipe have a 'demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. [F131]2 tested in accordance with CSA []Does Not 855.1. Potable water-side ❑Not Observable Location on plans/spec: pressure loss of drain water heat ❑Not Applicable Res Check notes, Sheet Al recovery units< 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies Requirement will be met. [F1611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable Location on plans/spec: Does not apply to low-voltage Res Check notes,Sheet Al lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not .f, ❑Not Observable Location on plans/spec: ❑Not Applicable Res Check notes,Sheet Al 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Finished Basement Report date: 03/06/20 Data filename: C:\Users\Alexander\OneDrive\Kahnceptions\Projects\2020 Projects\Vella\Res-Check Page 8 of 9 Basement.rck 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: Finished Basement Report date: 03/06/20 Data filename: C:\Users\Alexander\OneDrive\Kahnceptions\Projects\2020 Projects\Vella\Res-Check Page 9 of 9 Basement.rck I I I I 2015 MCAC Energy fficaancy CdfflCads Insulation Rating R-Value Above-Grade Wall 0.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): Do' or Rating Window 0.30 0.40 j Door i Heating,& I Cooling Heating System: I Cooling System: Water Heater: Name: Date: Comments i GENERAL NOTES etc.shall be removed andlor replaced with approval from the Owner. Reinforcement sanded smooth,primed and ready for wall finishing,as per owner.Metal corner RES-CHECK ENERGY NOTES Te�IG 3.1 Nalllnq Schedule bead to be used on all outside corners and around all openings typical I. No Work shalt start until approved Comstruction Documents are obtained from 5. The Contractor shall verify the location of all existing utilities,piping and related 24.The minimum reinforcement concrete coverage shall be the following, 1. All new construction shall comply with IECC 2015. Joint Description •Of Na i le Na I I Spacing ARCHITECT URAL the Building Department. items prior to the commencement of work All costs incurred shall be the a Concrete cast a ainst and rmanent a osed to earth,3' TABLE R301.2(1 8 to IY xP 6. Ail painted surfaces mtsl be fully covered in a uniform manner to be accepted as � KAHNCEPTIONS, PLLC responsibility of the Contractor,unless otherwise agreed upon by the Omer. ROOF FRAMING CLIMATIC AND GEOGRAPHIC D SIGN CRITERIA b) Concrete exposed to earth or weather, complete by the Owner.Any painting to be done shall be two(2)finish coats of 2. Install air barriers&thermal barriers per manufacturer's installation 143 E.Main Street 2. Prior to any Work being perforated,flee Contractor shall be responsible b read WIND DESIGN SUBJECT TO DAMAGE FROM over all notes,drawings,and specifications if applicable.if the Contractor sees 6. The Contractor shall be responsible for the protection of all existing buildings i) No.6 through No.18 bars,2" premium grade paint over one(1)coat of compatible primer by Tenjamin instructions. Rafter to Top Plate(Toe-Nailed) 3- ed PER RAFTER GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN Smithtown,NY 11787 roti h , hitect for c fi) tions. and otherinstallationsihat are to remain intact while rfotmin the ified ii No.5 bar,W31 or D31 wire,and smaller,l'/z' Moore,'or approved equal.Color as specified by the Owner,unless otherwise Ceilf Joist to TO Plate(Toe-nalled) 3- ed PER JOIST SNOW Speed° Topographic Special wind Wind-borne DESIGN I Frost line DESIGN UNDERLAYMENT " FREEZING ANNUAL any discrepancies,he shall fyt a 4m lar ca pe $ spec ) p LOAD ( p ) effects'` re ion' debris zone'" CATEGORY' Weathering de th° Termite . h HAZARDS i A@Kah7866124 m h TEMP REQUIRED INDEX TEMP noted Any exterior wood surfaces shall be two(2)mats of exterior grade stain 3. All fenestration to be listed and labeled to meet AAMA. Ceiling JDist to Parallel Rafter (Edea-nailed) 9-ltd EACH LAP g P AkahnCdKahnce tions.com work Provide and maintain fire extingtuishers on project site during c) Concrete not exposed to weather or in contact with ground,/a' r P 3. The Contractor shall file all necessary permits,and appropriate applioatuns construction. as selected by Owner. Ceiling Jolat Laps over Partftlons(Face-na tied) 9-ltd EACH LAP 20 140 NO NO i n+ar ixona const B SEVERE 31T MOD-HEAVY 15 YES SEE FEMA 599 51 wwww.KahncedNonscom Collar Tle to Rafter (Face-nailed) 7-lOd PER TIE prior to lite start of any Work and obtain the Certifiicate of Occupancy at the 25.Bottom rebar shall be su rted on rebar chairs at a maximum of G-0" acro . 4. All recessed lighting fixtures shall be IC rated,labeled,and sealed at For SI: I pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. PW in g Block( to Rafter(Toe-nailed) 2- ed EACH END completion of the project for the Owner.The Contractor shall pay for pe mils, 7. The stakeout of the project footprint to establish all lines and benchmarks is to Rebar chairs for concrete slab shall be aced each way such that the reinforcin 7. Patch all finishes to match existing,including blit not limited to,gypsum board, housing/interior finish. 2- ltd EACH END a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering index, certificate of occupancy,and any necessary field tests as required to meet sign be performed by a hcensed surveyor.All information given on the drawings steel is located 113 the distance from the�top of the slab. g plaster,acoustic systems,wood trim,covers,base,panels,rails and wainscot. Rim Board to Rafter(End-nailed) "negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or criteria of all materials,unless otherwise agreed upon by the Owner. shall be verified If there are any discrepancies,notify the Architect prior to Verify match of new finish materials to existing in color,texture,thickness,cut, WALL FRAMING C 652. 5. Automatic or gravity dampers shall be installed on all outdoor air intakes and proceeding for clarification etc.to satisfaction of the Owner prior to any installations.Provide other exhausts. To Plate to To Plate(Face-Nalled) 2- ltd, PER FOOT b. The frost line depth may require deeper footings than indicated in Figure R403.I(1).The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. 4. All Work coin leted shall be in accordance with the followin cotes: 26.Continuons reinforcing shall be lapped a minimum of 30 bar diameters Splices materials to match existing to be approved by the Owner. p p c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. P $ To Plates at Intersections (Pace-Walled) 4- ltd JOINTS - EACH SIDE shall be lied at the both ends of the splice. p d. The ur p p p p[ g ( ) ] p g ry p 2015 International Residential Cale(2015 iRC) 8. New and existing back fill material and topsoil are to be free of weeds,tree roots, Stud t0 Siud(Face-nailed) 2- ltd 24"O.C. j isdiction shall fill in this art of the table with the winds eed from the basic winds eed ma Fi ire 8301.2 4 A.Wind ex osure tate o shall be determined on a site-s ecific basis in accordance 2017 NYS Uniform Code Su lement rocks and debris.All st lus material that is unsuitable for back fill material 6. Blower test door C 50 pa less than 3 act.Record when testing was conducted „ with Section R301.2.1.4. PP uP 8. Patch existing walls gypsum drywall i plaster to match existing of sufficient after rout h-in and installation of netrations leaks rate,and test Header to Header (Face-nailed) ltd Ib O G.ALONG EDGES e. The outdoor desi n d -bulb tem rature shall be selected from the columns of 7' - ent 1 2015 International Energy Conservation code(2015 IECC) shall be removed from the site.Proper approvals must be obtained before 27.Where new foundations are added adjacent to existing foundations,deformed thickness to maintain nnifotm wall thickness.All exposed portions of wall shall ( $ � ) � g rs' Pe 9 /2 pert va ues for winter from Appendix D of the International Plumbing Code.Deviations from the Appendix D 2017 Su lement to the New York State Ene Conservation Comtruction coverin an excavated work reinforcin steel dowels shall be rovided.Embedment shall be 6"n»nimum into specifications. If testing is not performed,a visual inspection must be performed temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. PP r8Y g Y $ P be finished with three(3)coats of spackling,sanded and left in a paint ready and verification ma need to occur durin tion re rt Top or Bottom Plate to Stud(End-Wal led) 2-ltd PER?X4 STUD f. The urisdiction shall fill in this art of the table with the seismic desi n tate o determined from Section R301.2.2.1. 2015 international Plumbing Gxle(2015 IPC) the existing foundation,and secured using an epoxy anchorage adhesive condition. Y g> po ' 3- ltd PER 2X6 STUD I P g g ry 2015 Wood Frame PlumbingiCA Manual IPC) 2015) 9. All trees that are within eight(8)feet of the btuilding shall be protected(see manufactured by'Simpson Strong Tie'SEP or equal installed per the 4- ltd PER 2X8 STUD g. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the date(s)of the Flood Insurance Study and(c)the panel numbers and dates of the currently effective FIRMS and FBFMs or other flood hazard map adopted by the authority having NTPA Standard 70,The National Electrical Code detail sheets for more information). manufacturer's recommendations.See plans for dowel sizes and locations. 7. U-factors of fenestration products are determined in accordance with the NERC Bottom Plate to Floor Joist,Band oist, 2-Ibd PER FOOT urisdiction,as amended. 9. Level all existing floors as required to receive new floor finishes where 1 r� j a licable,The Gmtractor shall install transition eces a roved the Owner least procedutres or taken from the default tables End oist,or Blodci (Face-nailed) pp pi pp by J � h. in accordance with Sections 8905.1.2,8905.4.3.1,8905.5.3.1,8905.6.3.1,8905.7.3.1 and 8905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall 5. In addition to the above cedes,all work shall be code compliant to the hest 10.A licensed land surveyor shall perform a final grade survey prior to occupancy 28.Anchor bolts shall be 518"diameter x 12"long j-bolt Grade 55 or approved between various floor finishes where applicable. FLOOR FRAMING fill in this part of the table with"YES"Otherwise,the jurisdiction shall fill in this part of the table with"NO." editions of the NYS uniform fire prevention,all applicable building cotes,the in order to assure positive drainage away from the foundation(Minimum 5%). equal,minimum two J-bolts per sole plate per ASTM F-1554 with 3'washers 8. A protective covering is installed to protect exposed exterior insolation and i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data zoning cedes of the local Town and a'1 other federal,state and local agercy Drainage elevations and direction should be noted on the document. with nuts and shall be embedded a minimum of 8"into concrete.Anchor bolts Joist'to Sf Il,T Plate or Girder(Toe-Na I led) 4- ed PER JOISt 10.All interior trim shall be cedar wood, anted wlflte,selected Owner,unless extends a minimum of 6 in.below grade. � Center data table"Air Freezing Index-USA Method(Base 32°F)." regulations having jurisdiction over this project.If there are any discrepntcies shall be spaced a maximum of 36"O.C.and located 6-12"from the ends of each P Bridging to Joist(Toe-Nailed) 2- 8d EACH END j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)" between a n rements,the Contractor shall follow the strictest DEMOLITION NOTES otherwise noted Blockin to Joist(Toe-Nailed) 2- 8d EACH END Se cY plate section.Anchor bolts shall not be placed in doorways.Anchor bolts shall be 9. All insulation shall be installed and labeled wJ R-valve provided g k. In accordance with Section 8301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the requirements. coated in accordance with the pressure treated wood manudacharces Bloddng to Sill or Top Plate(Toe-nailed) 3- Ibd EACH BLOCK table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 1. Remove all existingconstuctionsandfinishesnecessaryforthecompletionof recommendations. ELECTRICAL NOTES Ledger Strip to Beam(Face-Nailed) 3- Ibd EACH JOIST 1. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific 6. All work shall comply with the standards of the National Board of Fire the Work as shown on the drawings.Necessary disconnects and alterations to 10.Floor insulation installed per manufacturer's instructions and in substantial Joist on Ledger to Beam(Toe-nailed) 3- ed PER JOIST requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. Underwriters(IrBFU),the American Gas Association(AGA),American Society of existing mechanical and electrical systems. Patch as required all constructions contact with the underside of the subfloor,or floor framing cavity insulation is Band Joist to Joist (End-nailed) 3- Ibd PER JOIST m. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. Footings 1. All electrical work shall be in accordance with the National Electrical Code,NYS Heating&Air Conditioning Engineers(ASHAE),Occupational Safety and Health to remain in accordance with the contract drawings.Where Contractor is in contact with the top side of sheathing,or continuous insulation is installed on Band Joist to Sill or T Plate(toe-nailed) 2- ibd PER FOOT Fire Underwriters Cole,Residential Code of New York State,all state and local Administration(OSHA),applicable stite&building codes and the requirements of designated to make removals,disposition of materials is the responsibility of the the underside of floor framing and extends from the bottom to the top of all all public utility companies serving tfe project site. Contractor.Verify with the Owner,the disposition and removal of any 29.All footings shall bear on virgin soil having a minimum bearing capacity of(2) codes,and utility tympany cocles and regulations, pe g ROOF SHEATHING rimeter floor framin memlxrs Strticttua I Panels components of salvageable value. ton per square foot 8d (See Table 3.10) TABLE R301.7 7. The Gmtractor and allSub Contractors shall be licensed the state in which 2. Furnish Fire Underwriters Certificate upon completion of work Diagonal Board Sheathing ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS°'` TABLE R301.5 by I.I.Wall,floor&ceiling insulationsliallbeinstalledinaccordancewiththe I"xb"or 111X8" 2- Sd PER SUPPORT ALLOWABLE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS the project is located and approved in advance by the Owner. 2. All removals and salvage shall become the property of the Contractor,unless 30.Footings to extend a minimum Y-0"below grade,unless otherwise noted manufacturer's installation instructions. " " STRUCTURAL MEM BER in ounds er s uare foot noted or requested by the Owner. 3. The Contractor must verify with his licensed electrician if an upgrade of I x10 or Ulf der 3- 8d ER SUPPORT DEFLECTION ( P P 4 ) CEILING SHEATHING Rafters having slopes greater than 3:12 with USE LIVE LOAD DATE REVA DESCRIPTION 8. The Contractor and all Sub-Contractors shall carry workers compensation and electrical service is required for this project,and notify the Owner. L!180 31.Footings and foundations to be poured concrete of size noted on Plans. 12.Vented attics with air permeable insulation include baffle adjacent to soffit& „ " finished ceiling not attached to rafters n general liability insurance that complies with state,l o;al codes and ordinances. 3. Remove only nom-load bearing construction and partitions.The Contractor to Gypsum Wallboard 5d Coolers 7 Edge/10 Field Uninhabitable attics without storage 10 verify,prior to removal,that no structural components,i.e.bearing walls,beams, cave vents that extends over insulation. Interior walls and partitions H/180 4. Provide carbon monoxide detectors on all floors with sleeping moms per WALL SHEATHhJG Uninhabitable attics with limited story a"�s 20 9. All work is to be coordinated with the Owner.The Contractor is to meetwith the headers,etc.Supporting floor,roof or ceiling joists are designated for removal. FRAMINGICAM,IRY NOTES 13.Attic access hatch&door insulation•iZ-value of the adjacent assembly Floors L/360 g Residential Code of hew York State. Structura I Panels ed (See Table 3.11) Habitable attics and attics served with fixed stairs 30 Ownerprior to startingconstruction.The Contractor will present the bunlding Ceilings with brittle finishes(including piaster permit and insurance certificates to the Owner prior to starting construction. 4. The Contractor shall contact the Architect prior to removal of any construction 1. All carpentry wood Work shall be done in compliance with the Wood Frame 14.Construction drawings and documentation demonstrate energy code compliance Fiberboard Panels and stucco) L1360 NOTE:FOR TYPICAL DEAD Owner's regulations govern all aspects of outside Contractors working on the differing from the design intent. The Contractor's non-contact of Architect prior Construction Manual 2001. 5. Single and multiple station stroke alarms shad on provided in each sleeping for the building envelope.Thermal envelope represented on construction 1/Ib" bd 3"Edge/b"Field Balconies(exterior)and decks 40 tnom,outside each se orate Slee 'n area,and on each level with the exce tion " „ „ Ceilings with flexible finishes(including gypsum LOADS FOR WOOD FRAME to removal of an Work indicates his coin lete understandin that no load p g P documents 25/32 8d 3 Edge/b Field L/240 Fire esca es 40 Y P g of uninhabitable spaces per the Residential Code of New York State.Smoke board) CONSTRUCTION ASSUME p bearing or structural work is being altered under this contract and assumes all 2. All lumber shall be Doug-Fir#2(Fb-875 psi)grade stamped minimum. All other structural members L/240 10 LBSJSQ.FT., Guards and handrails° 200° ' 10.All materials to be furnished and inaaporated into the Work shall be new, liability. alarms and carbon monoxide aloins shall be interoonnected so that the Gypsum Ulallboard (1/2"MIN) 5d Coolers l" Edge/10"Field actuation of one alarm activates all of them.The alarms shall be clear audible 15.Compliance certificate posted A certificate identifying the energy-related Exterior walls-wind loads'with laster or UNLESS OTHERWISE NOTED r n unused and of quality standard to the industry of similar nature and character, ty Hardboard Sd (See Table 3.11) P Guard in-fill coin onents 50 3. All lumber shall be 8"above ode minimum. in all bedrooms. features of the building must be located on or in the electrical panel,or other H/360 P unless otherwise noted All materials shall be installed using the Manufacturer's 5. All structural systems shall be maintained and be adequate strength to support Particleboard Panels Sd (See Table 3.11) stucco finish approvedlocaton. Diagonal Board Sheathing Exterior walls-wind loads'with other brittle Passenger vehicle garages' S0' recommendation and best standards of constructor. the new design loads and to resist the deformafion caused by such loads as H/240 applicable.For Minimum design load values,see table R301.5 on General Note 4. Any lumber in contact with concrete or masonry,or the exterior environment 6. Prior to installing gypsum work the Contractor shall coordinate with the Owner I"xb"or 1"X8" 2- ed PER SUPPORT finishes Rooms other than sleeping rooms 40 r"u 11.All materials,assemblies,and methods of construction are to be supervised by sheet A 1 shall be A ressure treated lumber. to determine the location of any items such as thermostats,telephones,cable, 16.Sltpply&return ducts in attics insulated•�R 8 where duct is•3in in diameter 1"x10"or Wider 3- 8d PER SUPPORT E-" ^' Exterior walls-wind loads'with flexible finishes H/120 � P &•4Z-6 where<3in.Su &return ducts in other rtions of the buildin Sleeping rooms 30 Z the Contractor to be store they are in tuccordance with the drawings, intercoms,alarms,etc. Ppty p° $ FLOOR SHEATHING Lintels su ortin mason veneer walls` L/600 W � fications if licable and all relevant codes.An variations fromt the 6. All electrical conduits,wires,and menu acent to or contained within insulated•4Z-6 for diameter•6in&R 4.2 for<3in in diameter. pp g ry Stairs 40° W-"' r--+ ( apP )' Y 5. All new exterior wood fence and new decking materials shall be water sealed& Structura I Panels drawings and specifications will not be permitted,unless by written consent existing partitions shall be removed back to the next panel board and shutdown. 7. The Contractor shall verify with the owner,location and quantity of lighting Note:L=span length,H=span height. W stained as per manufacturer's recommendations. I"Or Less ed b"Ed e/12"Field For SI: 1 and er uare foot=0.0479 kPa,1 s u from the Architect. N'o circuits,wires or equipment shall remain open or live diming construction. fixtures,switches,outlets,etc. 17. Building cavitas are not used as ducts or plenums g a. For the purpose of the determining deflection limits herein,the wind load po p sq q are inch=645 rnmz, to Greater than I" 10d b"Edge/b"Field ' shall be permitted to be taken as 0.7 times the component and cladding 1 pound=4.45 N. II pe 6. Sills to be sure treated and secure( flashed with termite shield The sill late 18.Duct ti fitness test results of••tcfm1100ftz anross the stem or••3cfm1100ftz Dia ona l Board Sheathin (ASD)loads obtained from Table R301.2(2). a. Elevated garage floors shall be capable of supporting a 2,000-pound load °81 = r'1 �--1 12.Architect s are not rmitted,unless written consent froth the Owner or the P Y P g g Architect FOUNT)ATION)CONCRETENoTES 8. All switches are to be installed 36'alcove the finished floor,unless otherwise g sY I xb Or 1'X8 ?- Sd PER SUPPORT b For cantilever members, L shall be taken as twice the len hof the applied over a 20-square-inch area. � Q shall be 2x6,unless otherwise noted gt noted without air handler C 25 Pa For rough-in tests,verification may need to occur I"x10" or Wider 3- Sd PER SUPPORT cantilever. b. Uninhabitable attics without storage are those where the clear height during framing inspection. i " c. For aluminum structural members or panels used in roofs or walls of between joists and rafters is not more than 42 inches,or where there are Z x 13.If the Contractor requires additional details or information not found on the General 7. All metal connectors shallbe'SimpsonStrong-tie'.Nosubstffitionsallowed Nailing requlremettts are based on wall sheathing nailed b on-eeriter at the panel sunroom additions or patio covers, not supporting edge of glass or not two or more adjacent trusses with web configurations capable of 0N4 ~� drawin s or ifications if a licable,then the Contractor shall uest this Metal connectors shall be at all 9. Power outlets shall be provided in the following locations: ed e, If wall sheathf is nailed 3 on-center at the anel ed a to obtain hi her shear accommodatin an assumed rectan le 42 inches in het ht 6 24 inches in g spec ( pp ) req appropriate locations including,but not limited 19. Ducts are pressure tested to deteimine air leakage with either:Rough-in test g � p g g sandwich panels, the total load deflection shall not exceed L/60. For g g g Y Z � � information from the Architect in wrifing prior to the start of construction. I. The contractor shall provide foundation plans to lite geotechnical engineer for to,Roof to wall,wall to wall,wall to foundation,and all other locations as a. In every habitable room 1 me u f 1 f .lin w. .across the capacities,nailing requirements for structura 1 members aha Il be doubled,or alternate continuous aluminum structural members supporting edge of glass, the width,or greater,within the plane of the trusses.This live load need not D.,, Total eakage as red with a pressure dif erentia o 0 $ � T' 1 Q review to ensure compliance with the geotechnical report The Contractor shall required by code.if a connection is not specified,the Contractor shall notify the i. Every wall in every room,shall have at least(1)one power outlet. connectors,such as shear plates,aha II be used to maintain the load path total load deflection shall not exceed L/175 for each glass lite or L/60 for be assumed to act concurrently with any other live load requirements. Q '"""""� p� 14.DO NOT SCALE THE DRAWINGS.Written dimensions taloa recedence over be familiar with the teclnical re rt,9 a conflict occurs between the notes system including the manufacturer's air handler enclosure if installed at time of =When wa II sheathf is continuous over connected members,the tabulated � P gco I� Architect prior to ordering. ii. All outlets to be spaced C 12ft o.c.max,starting at Eft from any test Postconstiuction test.Total leaks measured with a ressure differential of � the entire length of the member, whichever is more stringent. For c. Individual stair treads shall be designed for the uniformly distrilauted live � Z � sc ensions. a ntrac r shill notify the Architect of any discrepancies and the geotechnical engincer's recommendations,then the most stringent shall o Win P number of nails shall be permitted to be reduced to 1- ibd oaf I per foot, sandwich panels used in roofs or walls of sunroom additions or patio load or a 300-pound concentrated load acting over an area of 4 square a--� P 7 Pe g O lin w.g.across the entire system including the manufacturer's air handler covers,the total load deflection shall not exceed L/120. inches,whichever produces the greater stresses. (~ 4 on drawings prior to starting the Work If the Contractor is unsure of a specific apply. 8. Framin around all enin &all' ists under arallel artitions above shall be b. In kitchens dimension,the Contractor shall no6fj�the Architect for clarification. g °P �' � P p enclosure. d. Deflection for exterior walls with interior gypsum board finish shall be d. A single concentrated load applied in any direction at any point along the � ray A 2. The Contractor shall verify all dimensions,drops,slopes,and shall report doubled i. All outlets to be GFCL Spaced C 4ft o.e.maximum limited to an allowable deflection of H/180, top. SWC 15.The Contractor shall verify all dimensions in fieldif there are any discrepancies discrepancies to the Architect prior to the start of construction. ii. Provide(1)one GFCI outlet within T-0"of any sink range,& 20.75%of lamps in permanent fixtures or 75%of permanent fixtures have a high e. Refer to Section R703.8.2. e. See Section R507.1 for decks attached to exterior walls. CA on the drawings,the Contractor shall notify the Architect prior to starting the 9. All beams,girders,etc.to have minimum bearing of 3.5". refrigerator efficacy lamps.Does not apply to low-voltage fighting. f Guard in-fill components (all those except the handrail), balusters and � Z � t� Work 3. Dining construction the Contractor may encounter existing conditions that were iii.Provide(1)one GFCi outlet on an island panel fillers shall be designed to withstand a horizontally applied normal Z load of 50 pounds on an area equal to 1 square foot.This load need not be [_' � P4 unknown during design and vary from the plans.The contractor shall notify the 10.No joist or stud shall be cut more than 1/3 its depth for any piping work duct or c. In Bathrooms 21.Fuel gas lighting systems have no continuous pilot light. assumed to act concurrently with any other live load requirement. Z 16.On site verification of dimensions ancd conditions to be made before ordering Architect in writing prior to proceeding with the Work of all discoveries that electrical work i. Provide(1)one GFCI outlet in every bathroom,unless otherwise noted g. Uninhabitable attics with limited storage are those where the clear height w ,t between joists and rafters is not greater than 42 inches,or where there are materials or starting work interfere with proper execution of the Work andlor jeopardize the structural d In Garages 22.Air handler leakage designated by manufachtrer at••2%of design air flow. two or more ad'acent trusses with web confi rations ca � � integrity of the structure. 11.All stair constntctian to tom with NYS residential buildin code.8 114' ] gu pable of 17.Before ra eedin with the Work anti omissions or discre anodes of the Pty g i. All outlets to be GFCi,Spaced La112ft O.C.maximum,starling at Eft P g P maximum riser,9"minimum tread de th,l 1/4"max nosin ,36'hi h handrail accommodating an assumed rectangle 42 inches in height by 24 inches in Construction Documents and/or'ob conditions shall be clarified b the 4. Unde and utili services that run arallel to the foundation shall not be P g g from any opening 23.Programmable thermostats installed for control of primary heating and cooling J Y rgro ty p width,or greater,within the plane of the trusses. Architect located closer than 5 feet from the foundation. systems and initially set by manufacturer to ode specifications. The live load need only be applied to those portions of the joists or truss 12.All gable walls taller than 8'-1'above the finished floor(ie cathedral ceilings) 10.All appliances shall have separate circuits,amperages shall be based on shall be framed with 2x6 studs a 16'O.C.minimum. bottom chords where al l of the following conditions are met: 18.No deviations or changes to the strac'ural system shall be made unless approved 5. A moisture retarder,such as two layers of 15#felt or one layer of 30#felt,and C manufacturer's recommendations and specifications. 24.Heat pump thermostat installed on heat pump 1.The attic area is accessible from an opening not less than 20 inches in by the Architect. hot-mopped or approved equivalent foundation membrane shall be applied to width by 30 inches in length that is located where the clear:height in exterior wall surfaces below grade to be continuous from top of foundation and 13.Fire blocking shall be provided per section 8502.13 both vertically blocked at 11.At least one wall-switch-controlled lighting outlet shall be installed in hallways, 25.Circulating service trot water systems have automatic or accessible manual the attic is not less than 30 inches. 19.The Contractor must filly guarantee all Work and the Work of his extend to lap edge of footing.Seal tie holes,voids and honeycombed areas with intervals not exceedin 8 feet and horizontall blocked at intervals not controls. Sub-Contractors for a period of one(1)year after substantial completion of the sealant before damp proofmg. g Y stairways,attached garages,and detached garages with electric power. e s opes of the joists or truss bottom chords are not greater than 2 exceeding]0 feet.Fire blocking shall be installed also in concealed spaces. inches vertical to 12 units horizontal, project,unless otherwise noted 3.Required insulation depth is less than the joist or truss bottom chord 6. A minimum G-mil thick polyethylene vapor retarder sheeting shall be placed 12.At least one wall-switch.controlled fighting outlet shall be installed to provide 26.All mechanical ventilation system fans not part of tested&listed HVAC member depth. 20.The Contractor shall indemnify and hold harmless the Owner,Architect their directly below the concrete;lap joints a minimum of 6'and seal with duct tape WINDOWS&DOORS NOTES , illumination on the exterior side of each outdoor egress door having grade level equipment meet efficacy&air flow limits. The remaining portions of the joists or truss bottom chords shall be agents and employees from and against all claims,damages,loses and expenses. or other tape approved for such use by its manufacturer.Vapor retarder shall access. designed for a uniformly distributed concurrent live load of not less than extend to the perimeter formwork 1. All windows and exterior doors shall be as manufactured by'Andersen',unless 27.Hot water boilers supplying heat through one or two pipe heating systems have 10 pounds per square foot. Z 21.The Architect is responsible for design intent only,unless retained by the Owner otherwise noted All window sizes specified on the plans are'Andersen'window PLUMBING NOTES outdoor setback control to lowerboiler water temperature based on outdoor h.Glazing used in handrail assemblies and guards shall be designed with a w W W w O for sutpervision of work 7. Concrete slabs shall rest on minimum 6'fine gravel or sand with a 6 mil code numbers.Sce'Andesen'specifications far rough opening sizes, temperature. safety factor of 4. The safety factor shall be applied to each of the i n W = F concentrated loads applied to the top of the rail,and to the load on the in- Zp W H E_ polyethylene vapor barrier under occupied space. I, All plumbing work including the water supply and sewage disposal system shall fill components. These loads shall be determined independent of one rn v O "a W CONTRACTOR RESPONSIBILITIES 2. All windows and doors shall be installed in accordance with manufacturers' p 28.Heated water circulation tems have a circulation um .The m return o= -- Z E- a be installed in accordance with art VII of the Residential Cade of New York P P another,and loads are assumed not to occur with any other live load. W -a O X O a 8. Flash all joints where slab abuts framing. specifications. State,Plumbing Cade of NYS,the County Department of Health and other pipe is a dedicated return pipe or a cold water supply pipe.Gravity& 1. The contractor shall be responsible for all construction means and methods.The agencies havingjurisdiction. thermos-syphon circulation systems are not present.Controls for circulating hot ?- w d w w contractor,in the proper sequence,shall provide proper shoring and bracing as Fill water system pumps start the pump signal for hot water demand within the ¢ z . co U necessary during construction to achieve the final completed structure. - 3. All headers shall be(2)-2x12 minimum,unless otherwise noted 9. No backfill shall be laced a ainst foundation wall until first floor framin s in 2. The Contractor shall provide tout sheets of all plumbing fixtures to the Owner for occupancy.Controls automatically turn off the pomp when water is in P 8 g cirotulation loop is as a sci-point temperature&no demand for hot water exists. w OF Z Q W 0 2. The Contractor shall be responsible fin the scheduling of all activities,&keeping place. 4. The Contractor shall seal and/or prime all doors immediately upon installation. approval x O r� WWZN � F the project on time. 29.Electric heat trace systems comply with IEEE 515.1 or UL 515.Controls z 10.All existing fill shall be replaced in accordance with the geotechnical report The 5. All lazin ands li fits shall be in accordance with the NYS Residential 3. The Contractor shall install hot water baseboard heat(unless otherwise noted)in antomaticall ad'ust the ane in ut to the heat tracin to maintain the desired A W O Q Q 8 g kY$ Y J rgy P g W w I._ E-, Z W - 3. The Contractor shall coordinate construction activities with the Owner Ito geotechnical engineer shall approve any fill consisting of onsite soils. each roam to meet the design heating load The hot water heater shall have a Building Code for impact resistance. water temperature in the piping. E , x O x minimize interruptions to normal Owner operations. maximum temperature setting of 140E w E" ¢ F E.-, 11.Any structural fill shall be in accordance with the geotechnical repor,Field O w rx EW., O M 4. The Contractors shall make timely submissions to the Owner of all inquiries to density tests are required for the sub-grade below the fill and each lift including, 6. All glazing in hazardous locations according to section R308.4,shall be 30.Water distribution systems that have recirculation pumps that pump water Z q W ..7 Z Z allow reasonable and adequate time f'or review and for approval of subrnissions but not limited to.flatwork areas such as driveways and patios. insulated tempered glass. 4. The Contractor shall provide hot and cold water supply fines and shat off valves from a heated water supply pipe back to the heated water source through a cold ._a Z W at all fixtures. water supply pipe have a demand recirculation water system.Pumps have E" ¢ Z d rx without delaying the progress of any part of the project. NOTE: � C7 O Q .a O 12.Fill re uired adjacent to the foo rot of the foundation or an fiatwork shall be 7. All windows to be double lazed with Lowe lazin U-.31 maximum.All controls that manage operation of the pomp and limit the temperature of the O Z H d F 9 J 1P Y 8 8 g( ) P3103.1 ROOF EXTENSION.OPEN VENT PIPES THAT E(TEND THROUGH A ROOF SHALL BE 1 E, vi W E- 5. The Contractor shall be responsible for all site safety requirements to protect compacted to the same specifications required within the footprint of the exterior doors to heated spaces shall be insulated and weather-stripping 5. All piping shall be pitched minimum 118'per foot,unless otherwise noted water entering the cold water piping to 104°F. FIREBLOMNG NOTE: E"" e5 TERDIINATED NOT LESS THAN 6"ABOVE THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW > V U in Z workers and all other people on site during all constriction phases at alll times. foundation and for a horizontal distance of 3 feet for every foot that the finished installed per the Energy Conservation Construction Code of New York State. PROVIDE FIRLBLOCKING IN EXISTING ACCUMULATION,WHICHEVER IS GREATER WHERE A ROOF IS TO BE USED FOR ASSEMBLY, Q Q W Z E C7 floor concrete elevation is above existing grade. 6. 4'cast iron pipe shall be used through any foundation walls,all waste lines 31.Drain water heat recovery units tested in accordance with CSA B55.1.Potable FLOOR C PERIMETER OF FINISHED AS A PROMENADE,OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR `- w x e�� x 114 6. All materials shall be installed in accordance with manufacturer s latest 8. Provide at least one window in each bedroom for emergency exit(egress)in below grade shall be extra heavy cast iron piping,all potable water supply lines water-side pressure loss of drain water heat recovery units<3 psi for individual BASEMENT,BATT INSULATION PURPOSES,OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7FF ABOVE THE ROOF. Z a A w x specifications. 13.There shall be a minimum of 6'between the top of the foundation and the brick conformance with Residential Code of New York State.Windows shall have shall be Vpe V copper piping,all new piping shall have insulation installed as units connected to one or two showers.Potable water-side pressure loss of drain PER 8302..11.1 FIREBLOCKING MATERIALS O d F � ledge from final grading,including landscaping. minimum openings of 24•vertical,20"horizontal,with a minimum clear required by code• water heat recovery units<2 psi for individual units connected to 3 or more ITEM#7 iNSFAILL SECURELY IN PLACE AS REQ'D P3103.2 FROST CLOSURE.WHERE THE 97.5%VALUE FOR OUTSIDE DESIGN TEMPERATURE 7. No materials of any kind shall be used for construction until it has been opening of 5 sq ft for Ist floor and 5.7 sq fl for 2nd floor.Habitable spaces shall showers. IS 0°F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT �� }� inspected and accepted by the Owner,unless otherwise agreed upon.All 14.Surface water shall be directed away from the foundation at a minimum slope of have a minimum of 8%of floor area for glazing and minimum of 4%of floor 7. The size of typical waste pipe diameter for fixtures as followed LESS THAN 3'IN DIAMETER ANY INCREASE IN THE SIZE OF THE VETT SHALL BE MADE v materials rejected shall be immediat:ly removed from the site and not offered for 5%within 10 feet of foundation.No ponding of surface water shall be allowed area for ventilation.Provide egress hardware for casements where applicable. 32.Mamufachirer manuals for mechanical&water heatin tems have been inspection again. within 10 feet of the foundation during construction or after completion of the Sinks or Lavatories,11/2' g EXIST HOUSE TO REMAIN N'OT LESS THAN I2"INSIDE THE THERMAL ENVELOPE OF THE BUILDING. Work Shower or Tub,2" provided 8. All Work shall be executed using best construction practices and all workers 9. Flashing pans to be installed under all exterior doors and windows.Exterior Water Closets,3" - TITLE SHEET shall be skilled in their trade. Concrete doors are to be fully weather-stripped Provide all screens and hardware as Dishwasher,1112' 33.Heating&cooling equipment is sized per ACOA Manual based on loads CLG HGT EXISP 2x8 FJs required Clothes Washer,Z" calculated per ACOA Manual j or other methods approved by the cote official �T-0"AFF FIN GRADE I4. , % GENERAL NOTES 9. Items shown on plans but not specifically stated in the specifications and/or vice 15.Per R402.2,all concrete to be air-entrained with minimum compressive strength NT W�GYP BD CLG(1'YP) SECTI ONS/DETAILS versa shall be considered to be intruded in the contract(if applicable) of 3000 psi at 28 days.All concrete to be air-entrained with minimum 34.HVAC piping conveying fluids above 105°F or chilled fluids below 55°F are 10.All new moldings,casings,window frames,etc.shall match existing,unless 8. The water distribution system shall conform to Table 604.3 of the Plumbing ], compressive strength of 3500 psi at 28 days for porches,steps exposed to the insulated to•'R-3. TYP EXTERIOR WALL CONST 2x FIREBLOCKiNG WJ CAULKING 10.The Contractor shall be responsible for Shop Drawings when applicable.All weather,garage floor slabs and carport slabs. Minimum footing width per otherwise noted Cale of NYS,for flow rate and pressure values. ABOVE EXIST GiRDER(FYP) . r :n conditions and dimensions are to be field verified by the Contractor. R403.1. 35.Protection of insulation on HVAC piping. 2x4 STUDS C 16"O.C.W/DBC TOP PL EXISTING GiRDER TO REMAIN 9. All waste water pipes shall have cleanouts when there is a change of direction. � REC ROOM �' � 1 112"V 11.AH windows and doors shall be caulked and sealed per the Energy Conservation R-13 BATT.INSUL ea 11.The Contractor shall be responsible for removal of all construction delms from 16.Concrete shall be placed in a eontinnous pour,unless otherwise approved by an Construction Code of New York State requirements. r GYP BD 4 ' Project#' 2008 act site and shall rovide dun s.ers etc.as aired The ect site shall be En neer in matin in no case shall ad acent concrete be laced more than 30 10.All ventin stems shall have one 4"main vent stack to netrate the roof. 36.Hot water pipes are insulated to•4Z-3. IBJ P P'' req Proj 3i g J P 8 s? Pe _ ,_ _ kept reasonably orderly on a daily basis.At the completion of the Work the minutes apart to prevent a cold joint.If there is an unplanned delay,vibrate the I Drawing Scale: AS NOTED Contractor shall remove all waste materials,tools,rubbish,etc.,from the site and fresh concrete and contact the Engineer promptly for instructions on how to 12.All glass installed shall to be free of scratches&imperfections,and the FINISHED FLOORING AS I Drawn By. HF/AJK leave the floors broom clean.The final cleanup shall be to the satisfaction of the proceed. manufacturer shall include of a minimum 5 year guarantee on all windows and 11.The sanitary disposal system shall n county department of health services approved for design and installation.the Owner s sutrveyor shalt be responsible BASEME T FLOOR SELECTED BY OWNER SINx Date Printed: 3/6/2020 Owner. doors. ELEV.+0'-0" for design locations of the facilities as well as obtaining all permits or approvals. 17.All mixing,transportation,placing,and curing of amcrete shall comply with ��l�R - g 2020 ACI-318,current edition.Do not place concrete less than two days prior to a F[NTSHES NOTES WASH freeze unless protective measures are taken.Concrete shall be placed when MECHANICAL/HVAC NOTES IJ2" SITE NOTES temperatures are at a minimum of forty degrees Fahrenheit(40°F)and rising, SHEET: unless protective measures are taken as specified by the concrete supplier. 1. All interior finishes shall be as selected by Owner,unless otherwise noted on the 1. If applicable,all mechanical/HVAC work shall be in accordance with all state 2' . . 1. The Contractor shall visit the site to verify existing conditions.The Gmtractor drawings. and local codes.The HVAC system shall be designed by others;the Contractor shall inspect the site and make all appropriate inquires to determine conditions 18.In no case will Elie placement of concrete having a temperature in excess of shall coordinate with the Owner. 4' CONNECT TO EXISTING Lj and field construcfion criteria prior to submission of bids,and shall make no ninety degrees Fahrenheit(90°F)be permitted 2. The Contractor shall obtain/provide the Owner with samples of all finishes for HOUSE DRAIN 1 additional claims regarding site concbtions thereafter.The Contractor's and proper color selection and final approval of all finishes prior to installation. ICE SHIELD UNDERIAYMENT Owner's agreement to enter into the work shall suffice as their acceptance to the 19.In areas subject to frizzing conditions,concrete shall be designed accordingly terms specified herein,and shall be i ncorporated into any and all agreements using air entrainment or other appropriate methods 3. All interior finishes shall be Class C surface flame spread rating of 76-200 1 SECTION @BASEMEN T ( ) 1. to ice barrierahat-adher of a least two layers btu en shoe. cemented 2 PLUMBING RISER between the Owner and the Contractor. a minimum in conformity with generally accepted standards.Carpeting shall be together or of aself-adhering polymer modified bitumen sheet,shall be used in 20.Maximum aggregate size shall be 1 In or 113 the depth of the concrete slab, class 2 with a minimum critical radiant flux of.22-watts per square inch. lieu of normal underlayment and extend from the eave's edge to a point at least 2. Any existing concealed conditions are based upon infornation taken from whichever is less. A I SCALE: 1/4"= 1'-0" A 1 NOT TO SCALE limited field investigations.Tate Contractor shall make riqutired adjustments to 24'inside the exterior wall line of the building. Use corrosion-resistant 4. The Contractor shall install foil faced,fiberglass batt insulation by John fasteners in accordance with manufacture's installation instructions.Fasteners enesnt.a..,, system components as required by actual field conditions at no additional cost to �`, •,:;? : dry r . 21.Maximum water added to concrete at the jobsite,without written permission Manville'or approved equal in all areas shown oro the drawings including are to be applied along the overlap not farther apart than 36"o.c. c e � :":.% Owner or Architect.Report any discrepancies between the drawings and actual , °°°'-w" p ••�,` from the amcrete supplier,is 1/z gallons per cubic yard of concrete.Concrete exterior walls,floors above cellars/basements,and ceilings above the heat 4` B, field conditions to the Architect befo a construction begins, tickets showvi time of mix,time of delive arils delivered and total water 6 g r'Y:Y envelope,foil shall be placed facing the warm side of the insulation. �-BORNE DEBRIS ZONES 3. The Owner stroll be responsible for any irregularities discovered during the added shall be collected from each driver and retained by contractor. a�o 't r J �-,A a R. . 1 i S construction phase of the project,which may require additional measures to be . 5. All gypsum board work shall be done in accordance with the latest edition of the 1. All construction within(1)mile of water as defined by authorities having �t -a �I C, e 8�� taken on the art of the Contracfor,sub-Contractors,or the Architect.An and 22.Alt penetrations through concrete work shall be sleeved urisdiction shall tom t to Wired-borne Debris Zone criteria,includin 120 >' " , �` p Y 'Drywall Construction Handbook"by United States Gypsum and installed as per j P Y 8 all costs related to the additional work shall be the sole responsibility of the section R702.3.All fmishjoints,j-beads,nail dimples,corners,edges and seams mph wind gust.Windows shall be protected using impact-resistant glazing able ,'A.. , Owner,unless otherwise agreeed upo n. 23.Contact the Architect in writing prior to placement of concrete for a revised shall be taped and finished in accordance with manufacturer's installation to withstand Large Missile Impact Criteria.in lieu of this,openings can be ;%, `R ,..8 •1. `4a �:`�.!,° "... . tie° foundation desi if crack control joints are desired r • .t Sn J recommendations.Apply three(3)coats of joint compound.The Contractor shall protected,to a maximum of 4'x 8'with 518"CDX plywood panels cut, ''` r / ` 4. All items that obstruct the new construction such as utilifies,existing structures, wait a minimum 24 hours to dry between coats,and lite final coat shall be located,and stored on site with approved hardware available. ``Fro°F, •;.,o c 2020 Architectural KAHNCEPTIONS, PLLC ARCHITECTURAL KAHNCEPTIONS PLLC 143 East Main Street Smithtown,NY 11787 P. (631) 780-6124 _o info@Kahnceptions.com www.Kahnceptions.com — — — — — — — — — — — — — — — — — — — — E.WIN — — — — — — — — — — — — — — — — --E.WIN-- — — — — — — - - - - - - - - - � ' - - - 7-8" NOTE, �— — — NEW HW NEW 16"X8"VENT I MECHANICAL VETILATION TO MEET CODE. — — 120 GAL. WITHIN 36"OF CORNER(TYP) MECHANICAL LIGHTING TO MEET CODE — — MECH ROOM 6 FOOT CANDLES 30"ABOVE FIN.FL(TYP) — — (T-0"CLG HGT) TN'INT WALL CONST I ( 2x4 STUD FURRING @ 16 O.C. N 2x10 FJs @ 16"O.C. I NOTES, 1/2"GYP BD @ EA.SIDE `V ' 1.NO BEDROOMS SHALL BE ALO W`ED 2868 I 2x 10 LEDGER W/SDW SCREWS ( IN THE FINISHED BASEMENT (T-0"CLG HG'1) 1/4"DIA.@ 8"O.C.STAGGERED 2x FIREBLOCKING W/CAULKING fn UNEXCAVATED o ABOVE EXIST GIRDER(TYP) EXISTING STAIRS Up _ " `� TO REMAIN N g 3/4"T&G PLYWOOD SUBFLOOR ' EXISTING GIRDER TO REMAIN NEW 2x10 FJs @ 16"O.C.W/ I ` B.O.GIRDER-6'-4"MIN ` 6068 ' 51168 9 1/2'R-30 BATT 1NSUL 3 1/2"DIA.SIT,COL OVER 6 MIL VAPOR BARRIER ( UNDER POST ABOVE 2'-0"x2'-0"x i'-0"DEEP CONC.FTG DATE REV DESCRIPTION 26'-3" 13'-4" LINE OF FLOOR ABOVE REC ROOM — — — — — — — — — (T-0"CLG HGT) cD FIREBLOCKING NOTE. PROVIDE FIREBLOCKING IN EXISTING FLOOR @ PERIMETER OF FINISHED TW EXT WALL CONST BASEMENT;BATT INSULATION EXISTING CONC.FND WALL PER R30211.1 FIRFBLOCKING MATERIALS 2668 2x4 STUD FURRING @ 16"O.C. ITEM#7 INSTALL SECURELY IN PLACE AS REQ'D W/R-13 BATT INSUL CL `� 1/2"GYP BD r ) — "' IS'- 13'-4" W V — — — EGRESS w a w- - — — — — — -- � C7Q Fri NEW'BILCO'AREAWAY EGRESS WINDOW RFQ'D MUST MEET MINIMUM CODE MIN 20"WIDTH REQUIREMENTS MIN 24"HGT MIN 36"WIDTH,MIN 36"DEPTH, MAX 44"SILL HGT MIN 9SF FLOOR AREAw W 5.7 SF CLEAR OPENING A (� GRAVEL BASE FOR DRAINAGE V) � z I FOUNDATION PLAN W A2 SCALE: 1/4" = 1@-0" w O O T-0" 16'-11" 6'-6" 4'-11" T-0" 4'-1" 12'-7" z WW � Wo oW_ — — - - - - — - - EWIN. EWIN. — - - - v zZ �EO" a oH� w0X0 zpQwy x ( � 32'-8" 7'-2" 13'-8" I < z o � z ¢ ww I � � 10 J BATH `n 1 5 :2: wmwz ¢ it xWFpzw I I DEMO EXIST WALL(TYP) DN o I wz O N BEDROOM I z A w a Cd W z z eq KITCHEN N I o z a z w -4" I ( ( NOTE, w I Q Q tw z ^cn c7 w I F � xtn CONTRACTOR SHALL INSTALL'SIMPSON BATH U26 JOIST HANGERS @ EA.SID£OF o z NEW GIRDER ON ALL FLOOR JOISTS o i 00, 3068 CL CL NEW 5 1/2"x7 I/2"'ANTHONY POWERBEAM' N CD LAUNDRY NEW 4x4 POST(To) I --- -- M � I I M W ' :IL:D SINK - - - - - - - -� LIVING I N Project . 2008 I ( I BEDROOM I ti Drawing Scale: AS NOTED i I I N O Drawn By: HE/AJK BEDROOM I Date Printed: 3/6/2020 STORAGE I 12'-8" 19'-3" M 11'-2" 10'-3" I SHEET.' - -- I - - - - - - - - I A 2 L - - - - - - - - - - - - - - - - - - — —E WIN_ —E WIN_ — E WIN. — — - - - - -- - - - - - - - - E WIN.- - - - - - - - - --£WIN— - - - - - - 61-8" - - - - -6'-8" 11'-6" T-10" 2'-10" 6'-9" 8'-7" 8'-8" 7'-2" wi�°e° �• ' o.f s n �..0 �J ` FIRST FLOOR PLAN AZ SCALE: 1/4" = 1@-0" • �_ °" < �`��:°• east' E^.f�.``m.. © 2020 Architecturdl KAHNC EPTIONS, PLLC r Oa ��� 9 0 61 NF,P-1,& N0 5 CON5�UC_'ION ��6�Nb �L,�C-TICA, ��G�NP IN51 AVON NOBS b001� SCN�bU�� MQTF_: CONI RACT08 SHAD NOTIFY THE APCNIII CT PPIOP TO ANY ANn ALL, CHANCZ5 TO THF_ CON5TPUCTION PRAWIN6512UF_ TO FIEL12 CON121TON5, N ! FIRST FLOOR-F_X11 PIOP 120085-AN12EPSF_N/TNF_PMA112U - U,O,N, CLIENT PEQUE5T5, AN12 OR GENFR& CONTPACro8 PF_VI51ON5, \ I,AA_WORK PEPFORME12 SHALL PF_ IN COMPLIA�tCF_ WITH AA. FF_12F_PAL, STATE & LOCAL ® NF_W F_XTSRIOR PAR1111ON - 2 X 6 WOOF 5TU12 WALL W/ 1/2 CPX NOTE: ALL F_LF_CTRICAL WORK TO PF_ IN ACCORIPANCF WITH THE Rr 15,5& PROV,A2121T10NAL 3/4 FOIL FACE12 FOAM POAPP PUILPING!C012E5 AN12 ORPINANCE5, PYWOOP. �XT5RIOR SHEATHING( TYVEK WPAPPE12 & TAPF_12) , PEGULAT10N5 OF THE N,Y,P,F,U,AN12 A CFRTIFICATE FROM TNF_ N,Y,P,F,U UN12F_R ALL NEW CONSTRUCTION ANPF_R5F_N "400" 5ERIE5: ARGON FLLF_12, 121PT%EPPING GLA55, 51MUI.A11 12 111 PROV, 5" F_XP05URE VINYL "at2AR IMP8E5510N5" PY CFRTANTSEP 15 TO PF_ PP5ENTE12 TO THE OWNEP AT THE COMPLETION OF TNF_ JOP, 12IVI12E12 LIGHTS, WHITE PrT-,PAINT, INT, JAMP5, & TPUE SCENE 5CRF_EN5, 2, PF-FOP COMMENCEMENT OF WORK, TNF_ GENERAL CONTRACTOR 5HALL FURNISH OWNEP OR API', F_Q,(TYPICAL ALL AREA5), THE OWNER SHALL PROVI12F_ALL SURFACE MOUNTS12 LIGN1 FIXTURES,ALL NEW EXTEPIOR WALL-5: 2"X6" WOO12 5-UP, R-21 FOIL FA, NIGH PF: 1TY � & ARCHITECT WITH COPIES OF ALL PF_QUI8E12 INSUPAWCE ANt�WOPKEB'S COMPF_NSA110N ALL F_XTSRIOR TRIM A5 NOTS12 ON TNF_CONTIRUCT10N PLANS. IN5ULATION 13Y 'CERTAINTEE12' OR ArIFPOVF_b EQUA_ F1R5T FLOOR- INTEPIOR 12OOR5 - "JEL12-WEN CAMP8112GE 5ERIF_9' I CF_rRTIFICATSS IN H COPE NOF A OF ALL Ft2 IN51JRANCT0R5 INVOLVF_12 IN THE CONSTRUCTION OTHER F_LECTRIC& F_QUIP,TO PE 5UPPLIF_12 PY F_LECTRICAL CONTIRACTOR, SOLI12 PAPI1CLF_POAP12 CORE OR APP, EQ. - U,O.N, Pf�AWI NG I - 15T ® NEW INTERIOR PART11ON - 2" X,4" WOOF 5TUP WALL W/ 1/2" C12X NEW ATT1C/Poor: R-38 KRAFT-FA. IN5I I_A11ON PY 'CF_RTAINTSF_12' OR V` } 3, THE CONTP.ACTOP5 SHALL PF_ PE5PON51PLF_ FOR ALL 121MF_N510N5 & CON12I1ION5 ON TNF_ INTERIOR 5112E - I LAYER 1/2" GYP.1312, 5CPF_WEt2/TAPE12 BOTH 51PE5, ALL SWITCHES AN12 PECEPTACLF_S TO PE 'LUTRON', "12F_COPA" COLOR T,P,12, APPROVE12 EQUAL, POOP # WIPTH: HEIGHT: POOR MAT'L, OPEPATION: LOCATION: O z 3 INTERIOR TRIM -3 I/2" SQUAP.F_ POPLAR.iPIM W/OGF_F_ "POUTS" RECESSF_12120WNLIGN15 TO PE LIGNTOLIF_P OR API', F_Q,TRIM -WHITE, CRAWL SPACE: P-21 Kr -r-FA, IN5ULATION WITH PROPF_R WIPE TIF_S /\'I CONS UC�ION & n�MOL ISI ON PLAN. o z JOP, THE ARCNI11 CT MUST PE N011FIF_12 OF ANY VARIATION'FROM TNF_ 121MENSIONS SHOWN, ON ALL 120085/WIN120W5 INTERIOR WA-[,5: R-21 BATT INSULA110N 6" 5QUAR POPLAIR PA5F_ W/06M "ROUTE" N011;: CONT`RACT`OR SHALL PPOVIt2F_ 121MMER 5WItCHE5 FOP,ALL 8ECF_55, a 4,THE GOTHRRW1 F_SHALL SUPPLY ALL LAP08 ANP MA11 RIAL SHOWN ON TNF_ 12RAWINGS 120WNLIGHT5, VERIFY LOCATION5 OF ALL F_LEC, t2F_VICE5 WITH CLIENT, GAPAGF_CEILING 8-21 KPAFt-FA. IN5ULA110N WITH PROPER WIPE T1E5 Oj 1!21-0118111 6'-11" CLAP/GLA55 FIGHT/SWING L.R. U UNLESS 01HF_8WISE NOTF_12, ALL WIN120W5 W/ PO'I'TOM SILL, U.O.N. /� \ � Z PROVI12E MOISTURE RF_SIStANTGYP,1312, (GREEN P12,) FOP ALL AN2EP5F_N "4005ERIE5" - FWH V611A'.ORAPPROVE12 F_QUAL (V1F,) A-2 �L�VA1'ION5 & FLOOV OILING " 5,TNF_ CONTRACTOR SHALL PF_ RF_5PON5113LF_ FOR AMQUATSLY BRACING & PROTECTING ALL PATNROOM WALLS AN12 CLGS, PPOVI12E CEMENT WALL 1312, FOR ALL WORK PURING CON5TRUCIION AGAIN5f VAMAGF_, PtREAKAGF`., COLLAP5F_, 1215TOPTON & AREA RECEIVING T1LF_, INCLU12ING FL0085, 12UPLEX F_LECT8ICAL RECEPTACLE O 2'-8 1/8" 6--11" CLAr2/6LA55 LF_FT/SWING LA NIPPY MAMI NG PLAN5! M15ALI6NMF_NT ACCOPPING TO ALL APPLICABLF_ STATE ANG'LOCAL C012F_5, INTERIOP PANT-TO BF_ "PENJAMIN MOOM'' U,O,N„ ONF_ COAT PRIMF_ (tnn POUPLF_ 12UPLEX FLF_CMICAL RECEPTACLE z & TWO COAT5 5ATIN FINISH(COLOP5 T,P,12,PY OWNCR) LID.N, UMI I N G G N b AN12ER5SN "400 SF_RIF_S" - FWH 29611AP Or,APPPOVE12 EQUAL <V,I,FJ / . \ 6,TNF_ GEN'L, CONTPACTOP SHALL PAY FOR ALL PE8MIT5, FEE5, & CO5T5 BELATE12 TO THE $5c 12UPLEX 5F_PAPATE CIRCUIT'PF_CFPTACLF_ FF--ii U WORK OF THIS CONTP,ACT.THE GF_NERA-CONTRACTOR SHALL INITIATE ALL MQUIMP ALL TPIM TO PF_ 5AT1N FIN15H, PATHROOM PAINT'TO HAVF_ MIL121CIPE O 2'-8 1/8" 6'-II" CLAP/GLASS LF_FT/SWING P.R. A"3 13UILbI NG S�C1'ION & f�L UM131 NG N01�51 AJ212111VF_, � I 12UPLEX RECF_PTACLF_/GROUNP FAULT INTERRUPT . 111 IN5PFCT10N5 OF ALL WORK COMPLF_TSP UN12EP THI5 CONTRACT UNLE55 OTHERWI% NOTF-P. ® PROVI12F_ALL NF_CF_55ARY PLUMPING POUCHING ANI2 VF_N1ING A5 AN12EP%N "400%PIF_5" - FWH 29611AR OR APPROVE12 EQUAL (V,I,F.) (� ® HAR12W12, FCB, - SELF_CT WHITE OAK 2114 W„15LP,FF_LT UN12F_PLAY, $ WALL SWITCH P 7, TNF_ 5UP-CONTRACTOR5 SHALL AT ALL 11MF_5 KEF_P THE P1?F_MI5F_5 CLF_AN ANP ARE FINISH -3 COAT5 OF CLEAP 5A11N POLYURETHANF_ (PACIFIC PRANP), INI21CA1E12 ON CONSTRUC110N PLANS, FOLLOW ALL NF_CESSAJRY \ RF_5PON51PLE FOR REMOVAL OF ALL RUPPI5H CMATE12 PY THF-IR INI21VIt2UAL TP. F5 U,O,N, SUP-FL008 -3/4" THICK PLYW0012 GLUF_12 AN12 NAILE12, $3 3-WAY WALL 5WITCH 4-WAY WALL 5WITCH N,Y,5,AMP LOCAL PLUMPING C012E5 n-ATAPPLYTO WORK T'O BF_ O 2 6 6 8 MASONITE LEFT'/SWING LAUN12RY A_ q �X15�1 NG �LOOI� & �L�VA�'ION PLANS, v ° 00 50-FLOOR -!5/4" THICK PLYWOOP 61L.UE12 AN12 NAILE12(VUL ARF_A5), COMPLETEt2, P80VI12F_ALL NF_CF_55ARY PRAN VALVE5 FOR $125 PF_CF_SSF_12 12008 ACTIVATS12 SWITCH WINSPIZATION, PM, TO CONSTRUCTION PLAN5 FOR FIXTLPF TYPES, "JEL12-WEN CAMPRI12GF_ SERIES" 50L,119PAJR11CLF_POAR12 COPE 08 APP, EQ. 8.ANY"EXTRAS" FOR ANY ANI2 ALL FIEL12 CON12IT10N5/5UP5TAN n&CHAN6F_5 SHALL PF_ A,L WA5TS LINF_5 APF_ TO BE IN5ULATE12 WITH 5OUN2 ATTENUATING 12OCUMENTVP WITH TNF_ C05T ESTIMATE & A'PPOVE12 PY O NIM AN12 OR NIS AGENT PSFOPE ® CARPET TO PF_ %LECTE12 AN12 PURCHA5E12 PY OWNEP, PFCF_55F_12 t2OWNLIGHT(IOOW) " LIGHTOLIER" OR APP,EQ, U _ INSULATION(TY',ALL AP.EAS) 5TApT'IN6 TNF_ APPITIONAL WORK, + EXTERIOR PF_CE55E12 12OWNLI6HT<IOOW) " LIGHTOLIF_R" OR APP, EQ. 9. VOUPLE FLOOR JOI5T5 ARF_ TO BF_ IN5TALLEt2 IALL WALL PA"T10N5 PUNNING CEILING MOUNTF_12 JUNC11ON PDX HP PROVI12F_ FROST FREE NOSE PARA.i TO THE FPAMING PROVI12F_ 120UPLE HSR, JOISTS AT ALL OPENING5, Mi'Fl TO 0-1° ®5 SHOWED NEAR(FROST FRF_F_ SHOWER B012Y) CON5TRUCTON 12W64'5, FOR 5IZE5 J6 WALL MOUNT512 JUNCTION PDX 6A5 LINE FOR: PDQ, 12RYSR & OVEN: GA5 TANK LOCATION A5 NOTE12 10.ALL FRAMING LUMBER TO PE POUGLA5 FIR #2 CON5T, GRA2F_ OR F_Q, WALL MOUNTER t2UAL SPOTLIGHT ®G ON 51TE 5URVF_Y, WITHIN TNF II 6RA55 AREA OF TNF_ CIRCULAR :13 WINPOW 5CH�PULI� \„ 12RIVEWAY, NOTIFY OWNER IN CASE OF RF_LOCATION, ��\�� �\.•_ T PE APOVE OR PENF_ATH EXTERIOR 5NF_ATHING, `�\\ II,ALL EXTERIOR 51P.APP NG O �� NEW CEILING MOUNTS12 JUNCTION PDX FOP SURFACE FAN/LIGNt WITH t2 IAL 5WITCH AT WALL. FIXTURE TO PE 5UPPLIE12 PY OWNER, ALL SUPPLY&WA5T5 LINE5 ARE TO PF_ I1\151JLATEI2 WITH 5OUNP ALL WIN120W5 TO PE ANPF_P5F_N 400 5ERIE5, U.O.N.,AIZ60N FILLE12, 2IRT �\ 12, THE CONTRACTOR SHALL PROVIPF SHOP 12RAWING5 FOR&!L 5PECIAL WORK SUCH A5 PUT ATI�NUATING IN5ULA110N,(TYP,ANLL) \ \> NOT LIMITEt2 T`0: MILLWORK, 5PRINKLF_B 5Y5T F-M5 ANP 51EI:L WORK ALL SHOP P AWING5 NEW CEILING MOUNTE12 JUNCTION PDX FOR tRECE5%0 F_XHAU5T 5HF_t2t21NG GLA55, 51MULATFP PIVII2E12 I_UHT5/ WHIS PRFPAINT, INT', JAMP5, � \\ b� mo, ITI ON N01�5 � " " \ � 'NF_F_12 THE APPROVAL OF THE ARCN11>;CT PRI08 TO P80CEE121NG WITH THE WORK, FAN/LIGN1"WITH 12UAL SWITCH AT WALL, BROAN HEAVY 12U1Y UNIT F12 FLOOR 12PAIN: PROV,A 3 121A� X� P.CATCH PASIN, OR APP, F_QUAL. POUCH POUGN ANI2EPSEN PEFEP, NO, OPENING OPENING QUANTITY tr--PIOP WALL \\\�\ \ do NEW CARL-F- TV MCEPTACLF (TO PE WIMP TO CENT,CONT80L WN PDX) OED TO SELECT 51nL 5 OF FIXT, INCLUPING THE FOLLOWING: HT \ WIDTH HF_IGCON �AC1'Of� N O 5 TO kF-MAIN a5T NEW 5T81,ICTU8E12 CAPLE (TO PE WIRE12 TO CENT', CONTROL PDX) 51NK5, TOILF_T5, TUB5, FAUCETS, TUP FIXT„ & 5HOWEP CONT1ROL5, O _ „ v FIXTURE ALLOWANCE TO PE PROVI12E12 TO OWNER PA5EP ON TYPES A CXI35 OR APP, EQUAL 2'-811 3 5 3/8 I CASEMENT N O i5MOKE/CAP.PON MONOXIPF 12ETSCTOR: TO PE WIPF_I2 TO CF_NTP.AL OF FIXTU8F_5 51 LECTEP. ®TW26310 OR APP, EQUAL 2'-8 1/8" 4' 7/8" F_P 1 PP. AFTt2EMOLIVON, THE CONT'RACT'OR WILL IN5PF_Ct 1'NE EXI511NG 5TRUCTURE & NOTIFY THE l� ----------- ---------- F_XI5TING �XtF_F,10?WALL I1: CONOL PDX, ALL FIXTURE5 TO PE PURCHA5Et2 ANP IN5TALLE12 PY TNF_ PLUMPEP, AP.CHITECT OF ANY FIEL12 CONI21T10N5& OR PAMAGE TO TNF_ EX15T1N6 5TRUCTURF_; ----------- 10 I3� MMOV�n UNLE55 OTHF_PWI5E 5PECIFEI2 PY OWNF_R C 2-TW2842 OR APP, F_Ql lAL V,I,F, 4'-4 7/8" 3 12,N, NEW 1200RPF_LL 1, O8IENTA1ION OF EX. FLOOR, CEILING, 08 ROOF JOISTS THAT 121FFF_R FROM TNF_ PF_R REQUIRF_MENT5 PY THE NEW YORK 5TAT- RF_5112F_NVAL CONSTRUCTION C012F_,WS CFPVFY CON5TRUCTION PLAN5. THAT THE 12E516N CRITERIA 15 PONF_ PEP,PR5CRIPTIVF_ 12F5164N.ALL OF THF_ LOAt2 ED r_XI5TING 12001?/WINt9OW TO MMAIN, NOTE: ALL OUTMT5 IN GAPAGF_ AREA TO PF_ ON A 5.C, 2, POTTS12 OR CRACKN2 F_X, FLOOR, CEILING, ROOF J015T500012 5TU125, OR SHEATHING, A t2F_TSRMINATION WILL PE MAPF_A5 TO THEIR REPAIR OR PEPLAaMENT PY THE ARCHITECT, CALCULAT10N5& STP.UCTUP.AL PLANS COMPLY WITH ALL OF NEW YORK STATE CONSTP.UCT10N E♦z EXISTING POOP,/WINbOW TO MI:�MOV�19, CORE PA5F_12 ON( AF&PA) SL/ APPROVED AS NOTED z DATE: 17 ,P. ------------ , _______-___- SUNi200M PROVI12E NEW SLATE PA110 ON GPAt2E r , 11'-e"x 14'-4" OVER FEE: �r � BY: � - I L----------- I EX`S TNG 4" PACKED FINE 5ANI2, \ \ \ NOTIFY BUILDING DEPARTME AT i i rr-----------------------1 3 815EP5 W/ FO8ME12 RAILING POSTS, \ \ 765-1802 SAM TO 4 P FOR THE I I ----------------------- PPOVI12F_ NEW WO012 5TAR5 T'O GPA12 , S�C,IIAI� UN 00 FOLLOWING INSPECTIONS: I I----------------------- -5' - 1. FOUNDATION - TWO REOLIMED 1 I-----------------------I 0' xzo' FOR POURED CONCRr"E I I L---------------------� B/F 2. ROUGH - FRAMING & PL'.'MSING I ------------------I PEMOVF_ F_XI511NG RA5E12 12F_CK INC[,. PROV, W0012 5TAIR/t2ECK W/RAILING 6 ' -2 1 I177 (, 3. INSOLATION L1�----------------------I FRAMING ANP F0011NG5 & PREPARE TNBEF_ RISERS @ 10" 12, MIN, V,1,F Y' O �J SURFACE FOR N W SLA P N � O BE4. FINAL - CONSTRu .;.t'�, i,<<IuST r ---------- ------ GPA12E OVER 4" PACKE12 FINE SAN12, FOR C.O. --------------- ALL -------------- - ---i IALL C�,OMPLETE STPI fr"rl-l1 11-,1 �/e-� Tl it REQUI EMENTS OF THP CODFS OF NEW ---- I- ----------- L - - - - - - - - YORK TATE. NOT RESPONStb1-E FCR i______________________i E E - - - - - - - - - - - - - r t \!7,/ c E DESIG OR CONSTRUCTION ERRORS. ---- ____ _J__ _ 3 i /i i ii E - ----- - - ----- I O =33_ 3+ GFIY 5._ 1,FL JB .� P I P GFI (,/I I cn COM`' WITH ALL CODES OF � � I ,y V --- ' NEW YOR'<STATE & TOWN CODES EX. AS REQUIRED AND CONDITIONS Or:, `-- -_----�------- -------- -�\ Y1 �fl 4_7 7 F O JOIS�S TNI515 12RYWALL & CEILING O �^j • � , � �j� P O I / 1310 npOOM GFI IO EXI511NG'9 �. I i I �,B/F I ® -M- -` -JB ----J-`l� It SC O I r-- � 1 - REMOVE EXIST, SUPPORT1NG WALL5 & I G DWO.A-0 c bINING � I �OC /��. �J OE PROVI12E TEMPORA?Y 5UPPORT UNT1L - - - - - - - - `J'6l.,rCUAt' .r i OR I �j/ BOLTE12 COLLAR TIES APE IN PLACE, Oo cq,PPO air° u / I \ GFI O ------___ USE IS UNLAWFUL ------------ III L_I_ -- ---------------------� -- WI T I"IOUT CERTIFICATE � i i i i --------------------- --- I� I�'-�----,--,_�'-----,--_�.�.'__---'-`_-�.-, I \ I 1�\� X33 O � OC �j II --_--- Z F ��" C I r--- I RE MOVE EXI5T, SLAP THESE AK'EA5 I - \�\� ® B ® FOP NEW CONCRETE FOOTINGS, s I I I r r I O 3- '-• - - - - - - - - - - - - i 1._h..1 3- _ L__-J I I REMOVE EXIST, 128YWALL & CE'-ING _ ---I \ I � J015T5 TH15 AREA, I O R ETAN ST 311M WATER RUIdOFF [-AUNVKY . \ z� XIO'-o' F RSUAPd TO CHAPTER 236 2 c\` r'foposEn `�, " ____ - % oB E I v O THE TO N CODE. L_� 141, tt"B/F� 13�n1?OOM O O 10'_2"X12'_9, u A II ER \ ST I \ \ 333 EXISTING I 1 REMOVE EXI5T, WA-1-5 & PROVIPE ALL \\ O I �rr \\ II S i �` �' 13�b1?OOM ® NEGETEMPORARY MPORARY 5UPPORT5, �OY�f?\\ SC -__ I s'- �,•1 fl II- I P W I I LIVING p�opos�n Sex =-fs e5` �,.��� x12'-i ' - - STNG � ELECTRICAL TRICAL I I PF_MOVE EXIST, SLAd3 THIS APER F08 11'-6, X 20'-6I � ® I ►° , -`- �� �� IN PEC I N REQUIRED I I NEW CONIINUOU5 CONC, FOO1NG, � p�oposEr, \ JB JB EX. RF ,B S - - - - - - - - - - - - - - !� I -2'-� -!• T-3" 2'-I V -2'-11" -- - 10' 1" /L C/L C/L l - - J� G�124 � �? TIM*est- 4! /, ---------------EEEE- ' r_-_==�_-_-----_T_ C�I`iL3�.4�eFsI'Q��>zlr0 I i ---�--- ----'1---- - ER-- 1 -----------ER --------- E �i'ii' E - - - - E - - - - 1 I F- i''i%iiiii'"ii% ^' T'3 "SFR CEF�TdICATf��,^,t , � ������'�� I I 1 �� ' i'� \ PROPOSE12 PASEMENT WINI20W WELL, �- C/1U1Li1U1/ 1� L- ------ ON L -AAD CONTENT SEFOP REMOVE EXIST, SOIL I NIS AJ'F_A 12EEP ENOUGH FOR NEW WIN120W WELL & -------- 2' ,r JO r` 2' 12RAINAGE PF-LOW I BTtM SILL LIP, p�12F1 FRONT' AS PEQUIRF_12 1N, ' I 1 � - � 3 U v PROV, 5 12,CONC, VVIN120W WELL, (V,I,F,) 5 .0 8 P. CONC, WALL W/ STONE CAP OVER O� Oma+ 1\Z_1 O� C'��'1T � � ° ��/ � �,Y TOP OF WEU, 1 A.F. G8Al2 PROV, 3 12, V I C NTINUOU51 4 W, X I 12' P, GONG, FTG, r > E-j > r> So ER UgED IPI JIVATL~R PIA, GRAV:L DELOW W/ FLUSH REMOVE, BTTM, OF FOOTING"5PF_LOW FIN, GP.A2E, 2,� fl J�z �\e fl j� sUr. LY SYSTEV CANNOT5TANLF_F_5 5T'; CRATE, PROV, 5TRLICTURAL - - . LINTEL OVER WINDOW W/ALT, 5 #5 IFS ' F�00[-q., MOS ON PLAN F IP-,5f FL,00 O 'ION P�AN - N e N011;: i �V .VnY�r••14 I II lSOII 'NEED ��ZOAl2 ' TER *I�. ICATE5 REARING POINT LOAl2 MUST PF_TRAN5FERE12 / A2 QUATE VE8TICAL PRACING, CANS I'I?l arl'I�N &n�MOL 11'1 ON NOTE: k THE5i PPAWING5 ARE I1\15TRUMF_NT5 OF 5EPVICE s C01TTRACTOR TO N011FY TNF_AP.CHITECT ARF_THE PROPERTY OF THE ARCHITECT,NO OF ANY ANP ALL MV1510N5 12UE TO FIELD NO CHAN6E5& OR MOPIFICATION5 9iALL PE 'f U CONTG ,ANP OR EMF_RAL ALLOW512 W/O WRITTEN AUTHORIZATION PY THF_ PWG, NO,: �`� x° CONTRACTOR WHICH 121FFER FROM TNF_ ARCHITECT,ANY PF_PROPIJCTION IN PAP,T OR WHOLE TZ rIrz a CON5TP.UCT, 12P.AWlNCA515PECIFICAT10N5, I 1155fPIC'rt-YFIQOHIL31ML?13YLAW, A- 1 r -, 111, I,AL1- IN COMP1-IANC RK PEPFOPMEP SHALL BE E WITH ALL FEPEPAL, 5TATE & LOCAL pPOV, 2 I'-4" X!5'-O" P. CONC, WON FOOTING FLU5H WITH OPADE, BUILDING COPE5 ANP OPPINANa5, 51 C,€ €A�€ 5F-C €€A€€ 2. BEFOPE COMMENCEMENT OF WOPK, THE OENEPAL CONTR.ACTOP SHALL FUPNI5H OWNEP PROVIDE NEW WOOF STAIRS r0 GPARE, & ARCHITECT WITH COPIES OF ALL PEQUIPEP INSUPANC: ANP WOPKER'5 COMPENSATION 3 RISERS W FORMER RAILING POSTS, CERTIFICATES INCLUDING NA.ME5 OF ALL 5UBCONTP.ACTOP5 INVOLVED IN THE CON5TPUCTION, - - - - - - - - - - - - - - - _ - - - - - - - - - - _ _ \11 -E- - - - - - Exisr, PooF RAFTERS/RIDGE ro 11 Il- F l� -1T �l 1T -fT �l I I �I= 3.THE CONTP.ACTOP5 SHALL BE RESPONSIBLE FOP ALL PIMEN51ON5& CONPIT10N5 ON THE 11 REMAIN. TYP,ALL CATHEDRAL AREAS, 1 JOB, THE APCHIT'iCr MU5T BE NOTIFIEP OF ANY VAPIATION5 FROM THE PIMEN5ION5 SHOWN, pROV, 2" X 10" F.J. a 16" O.C. OVER I 11 O Q Z 2 - 2" X 12" CONT, GIPDEP BELOW, 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR ANP AAATEPIAU SHOWN ON THE DRAWINGS AT TWO LOCA110N5 A5 NOTEP, NEW a I aI II I II I II I UNLESS OINEPWI5E NOTED. F,J, TO ALIGN WITH F-45TIN6 AJ2J, FJ, O O O z Oz �[ �� I �� �� �� I II II II II II II II II II II II II II II II II II II � U 5. THE CONTP.ACTOP 5HALL BE PE5PON501.,E FOR ARE''QUATELY BP.ACING & PPOTECTING ALL O _ WOPK PUKING CON5TP.UCTION A6AIN5T DAMAGE, BPEAK,6E, COLLAPSE, PI5rOPTION & MISALIGNMENT ACCOPPING rO ALL APPLICABLE 5rAt; ANP LOCAL RE CO5. 2 ? L L 0 6,THE GEN L. CONTP�ACTOP SHALL PAY FOP ALL PEPMIT5, FEE5, & C05T5 RELATED TO THE 0__ _ PROV, 2 - 2 X 10 Cr BOLTER TO I \ U WOPK OF THI5 CONTPACT, THE OENEPAL CONTPACTOP SHALL INITIATE ALL PEQUIREP "X "Ll 130TH SIDES OF EVEPY 2" X 10" P.P. INSPECTIONS OF ALL WOPK COMPLETER UNPEP THI5 CONTP.ACT UNLESS OTHERWISE NOTED, W/ 4 -514" PIA, BOLTS/WASHERS, AT ALL TIMES KEEP THE PREMISES CLEAN ANP ARE TYP, ALL '' M CATHEDRAL CLO,AREA, 7,THE 5UB-CONTPAC'rOP,5 SHALL I OPTION: "SIMPSON" TECO CONNECT. I - PESPONSIBLE FOR REMOVAL OF ALL P?UP[315H CPEATEP 13Y THEIR INRAL IVIPUTP_Al2EI5 U.O.N. ` U I.�;. PPOV, 2" X 8" 5TRONG 13ACK5 a ALL x B.ANY"EXTPA5" FOP ANY ANP ALL FIE1-D CONPITION5/5U135rANlAL CHANGES 5HAL1-BE ` I \ O ROOF RA!%TERS, 11E INTO NEW COLLAR POCUMENTEP WITH THE C05T ESTIMATE & APPPOVEP BY OWNEP ANP OP H15 AGENT BEFOPE a a u TlE5, (TYPICAL ALL NEW COLLAR.11E5) I \ S N 5TARVNG THE ARPITIONAL WOPK, O I O O z O Z \ U O PPOV, BLOCKING BETWEEN COLLAR 9. ROUBLE FLOOP J015T5 AP TO BE IN5TAULEP UNP'ER ALL WALL PAR111'ION5 PUNNING TlE5,TYP,ALL CATHEDRAL AREAS. PARALLEL TO THE FRAMING, PROVIDE ROUBLE NPP. JOISTS AT ALL OPENINGS, PEFER TO PROV, 2 - 2" X 12" CONT,GIPPED ON I °� p I \ \\ �\ \. 2" X 12" LEDGERS Ar EACH END \��OO��\ \. CONSTPUC110N PWG'5, FOR 51ZE5, I I \"IMS, \\\ BOLSt2 TO EPN, WALL,(TYPICAL AT I I - z - I 1' 10,ALL FRAMING LUMBER TO BE DOUGLAS FIP #2 CONST, GPARE OP EQ. TWO LOCATIONS), PPOV, 2 - 2" X 2" O 0 0 0 n X O P. P.CONC, FOOTINGS W/ x x x x x x I \gpg \'\ \ 3 1/2 PIA, 5TPUCT. 511„COL. (512E N v N v N \ �\ N \�� 11.ALL EXTrTIOP STRAPPING TO BE ABOVE OP BENE_ 'H EXTEPIOP SHEATHING, A5 PEQUIPEP), _ r I \�E\�\ 12,THE CONTPACTOP SHALL PPOVIPE SHOP DRAWINGS FOP ALL SPECIAL WORK SUCH AS BUT PPOV, 2-1 3/4 X 11 7/8 GP MICRO \\AMA NOr LIMITER 1'0; MILLWORK, 5PPINKLEP 5Y5TEM5 ANP 5T ML, WOPK,ALL 5HOP RPAWINGS - 1 LAM LVL OVER ALL DP, WINDOW& I �� NEEP THE APPPOVAL OF THE ARCHITECT PRIOR TO PPOCEEPING WITH THE WORK, TRIM OP65, EXTENP 8 BEYOND \ \ \ ` ACTUAL OPG. BOTH ENR5 & PO5t t0 FDN, BELOW.(TYP,ALL LOCA11ON5), - II O O Oz OZ 7 EXI5r, POOP PAPTEP5/RIDGE TO 11 R MAIN, TYP ALL CATHEDRAL AW_A5, PEP REQUIPEMENT5 BY THE NEW YORK STATE PE5IRENTIAU CONSTRUCTION COPE, WE CERTIFY - z - z THAr THE RE51GN CPITEPIA 15 PONE PER PPE5CPIPTNE PE51GN,ALL OF THE LOAZ 0 v x x PPOV, 2-1 3/4" X 11 7/8" GP MICPO AL CCULATIONS& STP.UCtUPAL PLANS COMPLY WITH ALL OF NEW YORK STATE CON5TPLICTION _ X _ - CO „ LAM LVL VEP ALL PR. wlNPow& II II II II I II II II II II II II II II II II II II PE BASER ON< AF&PA) N" I N N TRIM OP65, EXTEND 8" BEYONP N ACTUAL OPG, BOTH END5 & P05T TO FRN, BELOW. (rYP,ALL LocA11oN5), II II II I II II II II II II II II II PPOV, 5/8" PIA,X 10" L. STL, BOLTS TNPU I . }� /� i DOUBLE ACQ, SILL PL, OF LIGHT FPAME N V / \�I O N N O I I� CONST, EMBEDDED INTO CONIC.C, NO MOPE __ __ __ _ __ _ __ I I I I I I 11 I I I I I � FOU 1111111 Hill I I! -It- THAN 3'-O" O.C. & I'-O" AWAY FROM ALL ' - CORNERS.CALL NEW FOUNRATON AP.EAS) --------------- 1. --------------I, BA5E12 ON 501 L BEARING CAPACITY, TWO TON5 PEI'.5QUAPE FOOT MINIMUM SUBJECT r0 8" P. CONC. FPN, WALL W/ 1'-4" W. X I' FIELD IN5PECT1ON ANP VEPIFICATION R, P. CONC, FTG. TO MATCH ARJACENr WALL_ 10 _I€€ LU 2, ALL F0011N65 TO BE CARPIEP DOWN TO UN215TJP,13ED 501L, NO FOOTING SHALL Be 5ET 5�C € €A,i 5F-C,€€A€ l 1 z HIGHEP OF,LOWEP THAN A 3O PEGPEE ANGLE FROM ANY OTHEP FOOTING STEP F001IN65 �J AP TO HAVE A 30 DEGREE MAXIMUM, Z 3, PROV, 5/8" PIA. X 10" L. 5TL, BOLr5 THROUGH C?OUBLE 51LL PLATES EMM22EP INTO CONCRETE @ NO MORE THAN 3' O.C. & 6" - 1211 FROM ALL PLATE INTEPSECTlONS, PPOV, F I f�5-' F L 001, P�C K F FAM I NG FLAN F I P5-' F L 001, f�00F F f�AM I NG P� AN 3" SQUAP.E WASHERS ON ALL BOLTS, C TYPICAL ALL i�1?EAS OF FOUNRA110NJ 4.ALL CONCRETE TO BE 1;2:3 MIX, 2500 LB. CAPACITY UN1-E55 OTHEPWI5E NOTED OR z 5PECIFIEP, I\A Q 5 IF CONCPETE BLOCK FOUNDATIONS ARE TO BE USER, THE BLOCK SHALL BE A5TM-45 W/ FULL MORTAR JOINr5,COPNEP5 APE r0 HAVE CODS FILLED 50LI12 W/ PE-INFOPCEMENT, CORE5 WITH ANCHOP BOLr5 AP. r0 BE FILLER TWO COUP5E5 DOWN, 5EE NOTE 3 ABOVE, 6. PROVIPF 0,025" ALUMINUM TEPMITE 5HIEL125 O\/EP FI13POU5 INSULATION Ar ALL MPIMET-P 511-1-5, 7.ALL WOOF IN CONTACT WITH CONCPETE OP MA50NPY TO BE WOLMANIZER OP PPE55UPE TREATER, r %/ 0 it l ii 0 PPOV. CONT, "COBRA PIDGE VENT" ON L F T L VATI O N ALL HIPS, (TYP. ALL PI2GE ANP HIP5) , P 1 G N-' A[,FVAION z fl PPOV, "LIFETIME" "GAF" A5'HALT ROOF 5HINOLE5(TYP, ALL AREA5)OVEI;15 LB. n»» _ FELT, U,O,N, C COLOP > PPOV, ''MATHERWATCH" UNDEPLAYMENT ---------------------- ------ -- ----- -- ALONG ENTIRE BOTTOM EDGE OF ROOF ------------------------------ ----------------------------- UP 3'-O'' (TYPICAL AUL POOF AP,I A5) REMOVE EX15T, PAI5ED PECK& MPLACE �z WITH NEW 5TEP5 ANP LANDING TO NEW REAP ENT. FOPMEP PATI-ING & SPINDLES \- TYPE rO BE DETERMINER BY CLIENT, N� _fl fl �_ --- -- --- - -----------_-_--- - --_------------------------------ -- ----- ------------- r N � cz I € - h B / //� ' % / /;"%i 'W / 1.i.-+�'. }''•i '';� ' G G L / / ------ ------' ----------------------------------------- ---- --- ------------------------------------- ----------- t � ' ' -------- - ----- ------ ----- r------------------------------------------------------------ - --- - --- P,, AN �L�VATION FROM' LFVA-'ION NT � 't- SCALE NOTE, ICA1'F5 BEARING POINT LDAP 0 I LOAl2 MU5T BE TP.AN5MMP PWG, NAME; / ADEQUATE VER11CAL BPACING, "1 �_LEVA'I'IONS � ftlOOp/ CNLI NG NOTE; THE5E PRAWIN65 ARE IN5TPUMENT5 OF SERVICE & TAMING PLAN5 70lTTRA0TOP TO NOTIFY THE ARCHITECT ARE THE PPOPEPTY OF THE ARCHITECr, NO OF ANY AND ALL PEVI51ON5 RUE TO FIELP NO CHANGES& OP MOPIFICAT10N5 SHALL 135 COGENT, AND OP GENEPAL A I_OW>;D W/O WP.IrTEN AUTHOPIZA11ON BY THE PWG, NO,; CONTPACTOP WHICH RIFFEP FPOM THE ARCHITECT,ANY REFPORUCTION IN PART OR WHOLE CON5TPUCT, PRAWIN65/SPECIFICATIONS. 15 51rlCTLY PPOHI13I1'EP 13Y LAW, A-2 PPOV, PBL, 2" X 6" ACG? W N 51LL PLATS (TYP.) WA-Ll T\ lif 10" P. CONC, FOUNDATION WALL STUD WALL, PPOV, MIN. 8" FRN, ° — 51MP50N HL�S SHEATHING , KANT-SAG L51122 Or, HEAVY-PUN IMPSON LSTA21 STRAP EXPOSURE ABOVE FIN.GPAP ANGLE I3PACKEt RIDGE WITH C I6) IOd X 11/2 FA511iNER C TYP,ALL AREAS) , C 3> 2"X 10" 1 " �I n 1 111 ' CONNECTION OF WALL } I 5HFiATHING TO WINDOW C 511?AP REQUIRED FOR 16" JOIST '' I SCREW THROUGH ; II 111 1 BEAM DEPTH OP MEMBEP5 WITH 5LOPE _ - L3PACF-AT EAGN WINDOW bI HEAPED O z PBL. MICPOLLAM PPOV,WA1> R BARRIER BETWI EN - �;.: - FLANGE NEAJ�ER ® ® NEAP OF 7/12 Op GREATER), CONNECTION OF WALL z ® FOUNDATION WALL & ACQ, PIM JOIST, I 0,75" X 33 MIL 11' I I I v Ib1 1 SHEATHING TO 2 X 6 51I.1P5 � 2" X 10" P,P, PPOV. 2 CONTINUOU5 # 4 , • 1 ,,I O \ � PE-PAP, (TYP.ALL AMA5) JACK ` z STUDS 03 . O � v W ` COpN�f: CONNF-CION n2 CONN�CVON OF I?IGn� nl r-OUNnAVON n�TAIL nI X- (3PACIN6 b3 CONNF-CION OF WALL 5NE�ATNIN6 N C �XAMpL�> A-3 13 AM TO POOP PW-TEP, A-3 PLA1F- TO FOUNPATION A-3 < �XAMpLF-) A-3 TO WINDOW N�AP�P, T ( �XAMPL�) C �XAMpL�> C F-XAMpLF-) FRE OUTOP PAFp�P �\�\\\ (RP54) 1'PU55 l3 SING (MT512) 201 -011 UF-NGTN STUD TO STUD PROV, 2 X 8 70 51MC4 BACK5 a ALL COLLAt? TICS PPov, 2 - 2" x 10 ' crr3oLT1 n 1`0f �UMI3ING NO Tr 0 (C516) POOP PAFTr�:P5 TIE INTO NEW COLLAR. 130TH 511:2E5 OF EVERY 211 X 1011 PX } TIES W/ 4 -3/411 PIA. BOL'5/WA5HER5, I. PROV• MAT'L5 FOP WATER 5LPFLY& P15TRIPUTION 5Y5SM5 TW,ALL PR IN CATHEPRAL CL-6,AP.EA, PEP TABLES; P2904A.I, P2904,5, & 1'2904,6, G,C,TO CHECK IOd NAILS Or, STUD TO BAND JOISt OPTION; "51MP50N'' TECO CONNECT. THAT EXISr. WATT%P 5UPFLY 15 COPPER "K", MAr'L, FOP PPAIN5, lU ; 16d SINKERS (C516) WA5TF & VENr5-TABLE 93002,1 & 1'3111,3 PVC 40 OP BETSP. l 1 z -51, O.G. VEPT1CAL v 4" O.C. HORIZONTAL ; HEAPED ANCHORAGE 1 <LSTAIB> 5TRON6-WALL ' 1 I I I 5NEA1?WALL , C TYPICAL AT EACH CORNED) I _ I � Z i. PROV. 117/8" 130X BEAM SOF IT N FPONor A 21 PEEP CONT, i p PPE-ATTACNEP ONT ANP REAP.SIDES, l PNP6 WITH T 51 L PLATT; TO ENTRANCE& EDGE OFUTILITY PM, WALL, b a F�UNPAIION P y 0 \\ FA5SNEP5/4 X 1 ° ° 'd ° U51NG, U5P BEAMING P OPOSEP PLUMBING FIXTURES, EXIST, PLUMBING r0 BE REMOVED, PLATS FA5TI;NER5 I 4- -- --� (K3P5/LI3P5) II g- 51LL PLATE TO FODUN DA110N 10 51L- PLATT;TO V.1.F. FOUNDATION PPOV, METAL PLASHING j II U511\16 U5P D3 AP.ING AT ALL WINDOW SILLS, PLATE FA5SNEP5 (1W.ALL LOCATIONS) PPOV. 2 - 2 X 12 CONT,GIPPER ON 1 (KBPS/L01`5) 2" X 12" LEPGEP5 AT EACH ENP I I C30LTi P TO FRN, WALL, (TYPICAL At I I/2'1 11/2'� 11/2J 1/2'1 I1/2,d TWO LOCAlON5)• PPOV. 2 - 2 X 2 1 1 II X P-0" P. P.CONC. FOO'nNG5 W/ K.SINK W.I UTIL.5INK1 WA5NE12 I rmk- K SINK D.W1 rL�#NKWASkPt DRVkR— MF-1'AI- '--'51/2" PIA, 5TRUCT, 5TL, CO[-. (51ZE A5 MQURP r). II V\ -611 V.I,F, I T ii CALL 5TPAP I N6 TO P3 c� 1611 O.0 J PIPsr PLooP _ - Co. PROV. 5 8" PIA. X 10" L, 5TL, 13OLT5 THPU POUf3LF ACG, SILL PL. OF LIGHT FPAME CON5r, EMC3E12PEP INTO CONC. a NO MOPE ,�, TOArPPOVEn THAN 3'-011 O.0 & I 1-01' AWAY FROM ALLc,o, ,�„ 5AN1rAPEM Y sv5T WALL STUD CORNERS,(&L, NEW FOUNPATON AP.EA5) I/B"SLOPE PEIZ I' I/8"SLOPE PEK I' 8. . ONC. T6. MA W/ 11-4" W, x 11 FLUM31NCA t?15�P, PIAOf AM WALL STUD 2PCONC• FTG, TO MATCH ADJACENT WALL, 1916[d ' �L�VA-'ION SFCTION " m" BOTTOM PLATT; PANP J015r z fl b� TWO- MEMBER FLOOP 5UPPORT BEAM > CONNECTION OF WALL TO FLP, FRAMING g! 51MP5ON L5TAI8 5TRAP WITH l� C 12) IOd FA5TFNER, Z CONNECTION OF BAND J015T TO SUPPORT 51MP50N LTP4 5VAP(12) 8d X I 1/2" O k� NE CONNECTION OF WALL �10 TO FLOOp FPAMIN61. A-3 < F-XAMPL�-> ROOF 211 X 811 BLOCKING Poor5HEATING TO 2) 211 X 41' TOP PLATE =;� TOP MAS, PANP J015T =�v � FLOOD FRAMING `➢�`�'��x ,�®�' z 2 zz z z CLIP ANGLE (BOTH SIDES OF > U CONNECTION) MIN. LENGTH - J015r O O O WEB PEFTH MINU5 1/2 «) 211X 101, E Cii6 POU EL WALL 5TUP5 � I � CONNEC110N OF WINDOW WINDOW 8 5CREW5 C 4 PER LEG TOP PLA11; HEAPED HEAPED TO EXSIZOP WALL, TWO- MEMBER FLOOD OF CLIP ANL N GLE> 1 2'' X 1011 RAFTEP C 12> WITH 1 Od FASTi NEf2 PILE SUPPOPt BEAM ,Q � � - - - - CONNECTION OF FLOOR FRAMING METAL HURRICANE PZ l TER BRACING MT512 5TPAP TO 5UPPORr BEAM, 51MP50N Lr512 t� WITH(7) Tod X 11/2 FA5SNER 5TRAP WITH(12) Tod X 11/211 FA5TENFW CONNECTOR TO 5TUP AND RAFTER, JFK 611 INTO FLOOR-1015f ANP 5UPPOPr BEAM Nom; SCALE; WALL 5TI.IP5 1/ 4 11 c 1 1 -011 SNEA11 NG ICA 51 ARING P I T L AP LOAF MU5f BE 1RAN5FEPEP L� Imo- 19 / APEQUATE VEPTICAL Pr,<ING, PWG, NAME; J015T TO N�An�-l2 J015T b� CONNECTION OF TOp b6 13Ipn5MOUTN CUT' b7 CONNECTION OF WALL 54�ATNIN6 b8 CONNECTION OF FLOOp FPAMING b9 NOTE; THCSE nPAWING5 AM IN5TRUMENr5 OF 5MICE & r311N� 1 ACTOR TO NOTIFY THE APCHITECf ARz THE PPOPFFTY OF THF AIZCHITFCr,NO 5�C1nON & < �XAMpL�) A-3 WALL pLA1� TO WALL STUn, A-3 LOW �Nb OF JOI5T ONLY A-3 TO 5TUb5 APOUNP WINbOW N�Ab�p A-3 TO 5UPPOpT MAM, A-3 OF ANY ANP ALL PEV1510N5 VX TO FIELn NO CHAN6E5& OR MOPIFICA110N55HAL1-C3E PLUMBING N01r-5 �XAMpL�) CONE T71 7175-C 1ENr,ANP OF,GENERAL ALLOW1;n W/O WRITTT;N AUTHORIZATION PY THE CONTRACTOP WHICH PIFFEP FPOM THC ARCHITECt,ANY PEPPOPUCTION IN PANT Or,WHOLE CON5TRUCT, PIZAWIN65/51`ECIFICAVONI5. 15 5TRICTLY PPOHIPIT1 P BY LAW. PWG. NO,: A—?5 W � N I� U = O \ \ Z lit/ t Oz ---------- ____ -------------------------------------------- ___- ------ - ---- z � � o � v _ W o � 1-1 9 2022 MAIN rx I I I I l177 H Llis Moir 1, I \�\�;\ o \ -- -------- --- -- __________________________________ -----__---_-----_----------_---_--_____------- P,,�Al� ���VAION P-,,ON-r ���VATION 0 U z z � z I , T O 0 NIGH-' �L�VATION 0 o� z I � 2L NN ��Ff �L,�VAION FLOOI, PAN PWG, NAME; 4F N����� �XI511NG F-1-F-VA-ION 1v1-AN5 PWG. NO,; A-��X