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HomeMy WebLinkAbout45617-Z r.�rr=cfi- ��o�osvFFnl,�oy Town of Southold 7/6/2021 P.O.Box 1179 co 53095 Main Rd 'yilj� ao�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42140 Date: 7/6/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5640 Westphalia Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.40-15.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/10/2020 pursuant to which Building Permit No. 45617 dated 12/29/2020 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: existing garage altered to living space with office,bathroom, den with wet bar and stoop addition to existing single-family dwelling as applied for. The certificate is issued to Springer,Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45617 6/10/2021 PLUMBERS CERTIFICATION DATED 6/17/2021 AyNwqX1umbingAHeating 0 o z d Signature �suFFntxc TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45617 Date: 12/29/2020 Permission is hereby granted to: Springer, Lisa 5640 Westphalia Rd Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 5640 Westphalia Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-10-15.5 Pursuant to application dated 12/10/2020 and approved by the Building Inspector. To expire on 6/30/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $368.00 CO -ALTERATION TO DWELLING $50.00 Total: $418.00 Bui di I ector oF sovl�®� Town Hall Annex JL J ® Telephone(631)765-1802 54375 Main Road air Fax(631)765-9502 P.O.Box 1179 ® �� sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lisa Springer Address: 5640 Westphalia Rd city,Mattituck st: NY zip: 11952 Building Permit* 45617 Section: 113 Block 10 Lot: 15.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Tucker Electric License No: 4926ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 21 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 14 4'LED Exit Fixtures Pump Other Equipment: Fridge, Mini Split AC Notes* Renovation of Garage to Living Space Inspector Signature: Date: June 10, 2021 S.Devlin-Cert Electrical Compliance Form.xls 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 supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. December 7, 2020 New Construction: Old or Pre-existing Building: X (check one) Location of Property. 5640 Westphalia Rd. Mattituck House No. Street Hamlet Owner or Owners of Property: Lisa Springer Suffolk County Tax Map No 1000, Section 113 Block 10 Lot 13.5 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ (40,t,� /P_� (AMP Architecture) Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I Lisa Springer residing at 5640 Westphalia Rd. Mattituck, NY 11952 (Print property owner's name) (Mailing Address) do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. 5�� 12/07/20 (Owner's Signature (Date) Lisa Springer (Print Owner's Name) a Town)'Tall Annex � e Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 dn P.O.Box 1179 - � ' Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHO LD JUN 21 2021 � T " F"PT. CERTIFICATION Date: Building Permit Nov- Owner: PV'�n .e (Ple)serprint) Plumber: 7 h i� �,�va 1 � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this' 127- day of 41 20-9-Z _ Notary Public, PHILIP F.� gIt1WICZ Notary 1JUDI€- ' of New York TKF-W►CZ No.f:•St '506950 PHILIP F•SS a e of New York Qualified t r :io!� CountyPublic- iE res Oct.31,2021 Notary N0.01SW450695o My Commtss� unty Qualified in Su#{olk C2021 fly Commission Expires Oct.31,2021 c q5�! r- IF SOGTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC - ON- [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] UNDATION 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: 0�-v w6t�& w4v DATE INSPECTOR Afff * # TOWN OF SOUTHOLD BUILDING DEPT. �`ycnurrn��' 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: 4L Q� S DATE "1 INSPECTOR �O�aOF SOUIy�� Lq 5 & 11 * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ u ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: &vf- �Tle ICS j Ns-p ( o C DATE INSPECTOR 1 Lf`s l OE SOU Tqo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] JXSULATIOWCAULKING [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ;ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Aq� y, ` (41// &&VIA OA p'lc _ L DATE ?i0 INSPECTOR y . � ƒ « . � 7� . � �� � �� � \ . . . , . . ' �� �� \ 2{ � £ � . , } y . . � /� /y y ¥ . : . � . � ' . . 2\\ � . . , < . � ° � � � � ; &�� . : ��� � � . � \_ . � 2 \ � � \ � � � . ( \� : � \ \ - . . {\ \ \ , ƒ© � p . . . . % � . . � , � ?/� �k �\/® - » � >. �< © . . ��p � - � G � �� _ , . . � ���, $y � . . k~\ � ��/ R ®� . z . » . :� . ~ } �%, >/ . I/ im E oss r,�_,4a Fri � ,, �� .•_, n y 9� i \ cmc •, rt "� 0 4r Ir r �, f N 1 I I� 1 It I 1 MF - I I 1 I� ',I��II '' 1 �'•. I I 1 .. .� w,(.'14.� ..a ` I�.h6uL.ihR...Jb•' I I a' �' - Wl r t r � 1.27 P ,� .. f11 NA17 614 u� r,y J �� yV'•p�q�V1..u,a• i x s f S f' �^ w '0 �r s .. ..." Alk �..� " Ju � f' 77 fat ,j;� fir`- r t. 4 I Y ¢ * y w. r. .. t� r I 1217r7 or 1 I r Cl UZI rn• if I - 511 -i i W �. • P . w - ti t Ilk .--yam t. i I '.� a. I 0- 4L .l 41"'+e i ,y .. — a ,... Mei g l - I jk j ,. ACI 16 ;w ' ti ' J T .{f � V• Nvp� � � P i n.w� i 7�� .r IV� I MAJ q 4.' .t .rt I .. " hS �� WOW i - t 1� -. vw c 3• es IN ff , e � e o • • • � c� a e: FOUNDATION(ZND) -------- --- -------- — `------------ ----- ---- ROUGH FRAMING& PLUMBING STATE EN�APYCODV,.- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 " ' 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 survey Southoldtownny.gov PERMIT NO. = Check Septic Form N.Y.S.D.E.C. ^, I \l-, d\V/ I R r�o Trustees r f _. s + i C.O.Application ' L)l Flood Permit Examined 20_�b '' DEC 1 0 2020 Single&Separate Truss Identification-Form- 'U ' ,_ ;.,.a _l,;; R Storm-Water Assessment Form Contact: Approved 20_o Mail'to 1075 Franklinville Road Disapproved a/c t Laurel, NY 11948 Phone:516-214-0160 Expiration- 20 Buildi In ect --- APPLICATION FOR BUILDING PERMIT Date December 8 1 20 20 INSTRUCTIONS- . ,. a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. - --b.Plot plan showing location of lot and of buildings on premises,relationship to'adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall-be-kept-on-the-premises available for inspection.throughout the work-. , e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Cerfificate-of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION.IS HEREBY MADE to the Building Deparhnent 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. (AMP Architecture) (Signature of applicant or name,if a corporation). ` 1075 Franklinville Rd. Laurel, NY, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or.builder Agent Name-of owner-ofpremises,Lisa springer (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer = ' (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians.License No._, ; Other Trade's License No. x t 1. Location of land on which proposed work will be done: 5640 Westphalia Rd. 'Mattituck +' ' House Number Street Hamlet County Tax-Map_Nd..1000 Section 1 13'' Block 10 Lot_ Subdivision- Filed Map No. Lot' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Private Residence b. Intended use and occupancy Private Residence 3. Nature of work(check which applicable):New Building Addition Alteratiorr Repair Removal Demolition Other Work Renovation (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor N/A If garage, 'number of cars,Existing 2 car garage to be converted into new den, office,and bathroom. -6. -If-business, commercial or-mixed occupancy, specify nature and extent•of•each type of use. N/A 7. Dimensions of existing structures, if any: Front 54.8' Rear 50.2' Depth-20.9' Height20.5'' Number of Stories Dimensions of same structure with alterations or additions: Front 54.8' Rear 50.2 Depth 20.9' Height 20.5' Number of Stories 2 8. Dimensions of entire new construction: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A - 9. Size of lot:Front 172.96' Rear 172.96' Depth 244 70' 10. Date of Purchase Name of Former Owner -H.Zone•or use-district-in which-premises are-situated •R40.0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES NO x 14.Names of Owner of premises Lisa springer Address 5640 Westphalia Rd,Matbtuck,NYPhone No. 631-599-8989 Name-of Architect Anthony-Portillo Address 7075 F�"k""""'a R, `a°m'' Phone No 516-214-0160 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * 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 x * 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 covenarits and restrictions with respect to this property? * YES NO x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS:_ COUNTY O Fr-o t7l e v S co p,re n ncj n -being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He-is-the + (Contractor,AgerA,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this•application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn yti,before met is day of 20 6 /Bw ��� � (AMP Architecture] Notary Public -ARA H.TAN Notary No. Sta e,Of New ork Signature of Applicant Qualified In Suffolk County commission Expires 01/13/20 �SaFit, �,� 'Yn 1 "BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road PO Box 1179 Southold New York 11971-0959 'Telephone 631 765-1802 - FAX P ( ) (631) 765-9502 rogerr southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: April 5, 2021 Company Name: Tucker Electric Inc. Name: Frank Raynor Jr License No.: ME-4926 email: frank.raynor@yahoo.com Phone No: 631-478-2801 ❑✓ I request an email copy of Certificate of Compliance Address.: PO Box 1065, Cutchogue, NY 11935 JOB SITE INFORMATION (All Information Required) Name: Springer Address: 5640 Westphalia Road Mattituck NY 11952 Cross Street: Cox Neck Road Phone No.:-631-478-2801 Bldg.PermitM--45617 email: frank.raynor@yahoo.com Tax Map District: 1000 Section: Block: Lot: 15- BRIEF 5BRIEF DESCRIPTION OF WORK (Please Print Clearly) Construction of new rooms in existing Installed electrical throughout. Installed 100 amp subanel Lighting receptacles, switche . � �- Check All That Apply: Is job ready for inspection?: ❑✓ YES ONO ❑✓ Rough In ❑Final Do you need a Temp Certificate?: ONO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A ' #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑Underground []Overhead # Underground Laterals ,01 2 ,❑H Frame❑Pote Work done on Service? ❑Y ❑N Additional Information: Any questions please contact Frank Raynor 631-478-2801 PAYMENT DUE WITH APPLICATION dp Electrical Inspection Form 2020.Asx ��\ 10, PERMIT# Address: Switches Outlets _ CFI's Surface Sconces ' HH s UC Lts Fans Fridge ` i HW Exhaust , Oven Dryer ©w- - :Service lEJ'a I an— ho Fl ---- --- — - - — -- -- -- - -- -- -- - ;- - -- - - -- ---- ----- - �Vliercr` -6merator- Combo - Cooktop _ Trats#er- . AC AH Mini Special: Comments: Scott A. Russell ,��°�u �1;6, STOIKI��I WA\TIEIK SUPERVISOR - AWA NA\(GrIEMIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 u^ 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TINS PROJECT INVOLVE ANY OF THE FOLLOWING:_ Yes No (CHECK ALL THAT APPLY) ❑[� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material fwithin any parcel or any contiguous area. l ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 1 100 feet of horizontal distance. ❑®' D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Ej E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date _ I; District NAME Francesca Brennan (AMP 52 Architectu113 10 13.5 12/7/20 r mn Section Block Lot i I FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 516-214-0160 (� (rdcid—N..bv) Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — —Daa — — — — — — — — 5640 Westphalia Rd., Mattituck Approved for processing Building Permit. — Stormwater Management Control Plan Not Required. i — Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Town Hall Annex ` _ 1 Telephone(631)765-1802 54375 Main Road s Fax(631)765-9502 P.O.Box 1179 z Southold, NY 11971-0959 _ V t BUILDING-DEPARTMENT ; NO-TICE OF-UTILIZATION OF TRUSS TYPE--CONSTRUCTION. PRE;ENGINEERE '. -WOOD CONSTRUCTION AND/OR-TINT EWCONSTRUCTIOW- z Datd '3c� b2s Owner: U 's Ca �Ip lel�P� Location of Property:,._- . -�� Q _1_ _ it +.� . -, .� ma__ r[ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure M . Rehabilitation to an existing commercial or residential structure i Ul to be consftret d or performed at the subject property reference above will utilize (c ck applicab, line): - Trus type construction (TT) ._ ._ Pr engineered wood construction (PW) mber construction (TC) ing location(s) (check applicable line):• Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:: Name (person submitting this form):., rratice-CCTn f`hmp PCGAe C+f<) Capacity(check applicable line): v wrier 12_ Owner representative TrussRegl5.docx Effective 1f1@015 c � Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION_AND/OR TIMBER CONSTRUCTION Date: d�Prp,rY1S a��o� Owner: i �l' s Location of Property: 0 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): ratiC.eCTc �ln�1-- (`WPcC�), C�� Capacity(check applicable line): . Owner Owner representative TrussReg15.docx Effective 1/1/2015 CARPENTRY HOOP FRAMINO MATERIAL STANDARDS NOTES �_ 5FE(f,1FkfATI0N5 1. ALL LUMBER SHALL BE POUSLA5 FIR LARCH #2 4 BETTER (rb &15) UNLESS THE PROVISIONS OF TH15 57ANDARD ARE NOT INTENDED TO PREVENT THE USE IT 15 THE CONTRACTOR'S RE5FONSIEILrrY TO KEEF THIS CONSTRUCT ON DOCUMENT BINDED OTHERAISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY TOOETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITr TO PEAD ALL NOTES, PRESCRIBED HEREIN. HHEN IT CAN BE 5HONN, AND THE: AUTHORITY HAVINO SPECIFICATIONS,AND BE FAMILIARIZED NITH THE PLANS PRIOR TO HORK 2. ALL LUMBER, IN CRAHL SPACES TO BE [a" ABOVE SCRATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE:, MODELINC7, OR 7ESTIN0 BY AN APPROVED W MIN. FOUNDATION EXPOSURE. AOENrY, THAT A PRODUCT OR PROCEDURE PROVIr;?F_5 EQUIVALENT OR uj Z 0 OREATER STRUCTURAL SAFETY OR, DURABILITY, SUCH PRODUCT OR PROCEDURE .1 777- LLJ :D CNI 5. 511-1-5 TO BE P.T. AND SECURELY FLASHED HITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REGUIREMEN75 OF THIS DOCUMENT TA &ENERAL PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" T-1 1. NO P40RK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN HOOD LL1 . APPLICABLE BUILDINO DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIOHTS V41TH THE EX15TINO STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND TH15 F5 FORMAT, AS LLI >_ APPLICABLE AS A DERIVED HORK). 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A NORKMAN LIKE MANNER. 4. AT FLUSH FRAMINO USE lb OAOE METALJOIST5 HANOER5 BY "TECO" OR ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINC7 EQUAL. 1. IDENTIFICATION: ALL 50LIP-5ANN LUMBER, OLUED LAMINATED TIMBER, 5TRUCTURE/51TE SHALL BE FIELD VERIFIED BY OENERAL CONTRACTOR. PREFABRICATED HOOD I-J015TS, STRUCTURAL COMPOSITE LUMBER, PLUMBER CER TIFICA 7 ION z 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OFFNIN55 IN PREFABRICATED HOOD TRUSSES, OYI-5UM, HARDBOARD, AND STRUCTURAL I L; >_ 5. ALL NORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND HALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR ORAMINO F- _j ,TION. RULES SPECIFIED IN 1.1 THROUOH k!5. L0 �< AND AUTHORITIES HAVINO JURISDIC 6. DOUBLE ALL JOI5T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, CER TIFICA TE OF OCCUPA NO Y 0) 0 4. ALL UNNOTED OR NON-VI515LE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL HOOD MEMBERS USED FOR LOAP-BEARINO PURPOSES, SOLDER USED IN wA TER c) 0 OF THE ONNF"UILDER -7. ALL BEAMS, OIRDER5, ETC. TO HAVE MIN. OF 5-1/2" BEARINO INCLUDIN& END-JOINTED AND EDOE-OLUED LUMBER, SHALL BE IDENTIFIED S UPPI YS Yq TFf 4 t-�&Lklo T LO w BY THE ORADEMARK OF A LUMBER ORADINO OR INSPECTION A&ENCY Rtt m 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS HHICH PARTICIPATES IN AN ACCREDITATION PROORAM, SUCH AS THE EXCEED 2110 OF 1%LEAD. SHALL BE CLARIFIED V41TH THE ARCH TECT/ENO I NEER BEFORE PROCEEDINO a. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHE"ISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 0 HITH THE HORK. ORADEMARK SHALL INCLUDE AN EASILY MISTINOU15HABLE MARK OR r-.,ON\/ERT EXISTINO OARAOE INTO NEN DEN/ OFF1r_.,E ANE) BATHROO�� m 6 cl. ALL V400D SILLS AND HOOD IN CONTACT HITH MASONRY/CONCRETE TO BE INSIONIA OF THE ORADINO A5ENCY HHICH COMPLIES NITH THE 131mmr door M (5. NO DEVIATIONS OR CHANOES, TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qcl. rnd duchvorl, z Lu UNLE55 APPROVED BY THE ARCH ITFifT/ENOI NEER. 10. ALL EXTERIOR SHEATHINe SHALL BE NAILED AS PER FASTENINO SCHEDULE 1.2. OLUED LAMINATED TIMBERS: OLUED LAMINATED TIMBERS SHALL MEET < _j -7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION NITH FLOOR PLANS ON FAOE 0-005. OENERALLY, SHEATHINO 15 OF 1/2" THICKNESS ON HALLS AND THE PROVISIONS OF AN5I/ALTr, A 1 010.1 STRUCTURAL OLUIED LAMINATED tcsting rcquirel _j 00 BEFORE THE START OF FRAMINO ROOF AND 15 OF COX ORADE, UNLE55 OTHE"15E NOTED. SEE FLOOR PLANS TIMBERS. > R1 (--) FOR ADDITIONAL NAILINO OR DIFFERENT NAILIN5 REQUIREMENTS NHEN z a) CO 5. DRY JAELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED HOOD I-JOI5T5: A55EMBLIE5 USINO PREFABRICATED M X-q Tj HOOD I-JO15T5 SHALL MEET THE PROVISIONS OF A5TM M5055 F A(5 E I,< X-i C) cf. DO NOT SCALE DRAHIN05, HRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORINO, 0ENFRALLY, TO BE OF 5/4" THICKNESS AND OF COX ORADE. STANDARD SPECIFICATION FOR E5TABLISHINO AND MONITORINO z >: 4 NAILINO AS PER FASTENINO SCHEDULE ON PAOIE 5-005 AND C7LUEn, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATEP HOOD I-JOI5TS, TH15 COMPLYWITH AL- CODES OF < Z �rq -F DOCUMENT, THE 5OVERNIN0 BUILDINO CODE AND ANY ADDITIONAL NEW-YOR-K, STATE & TOWN CODES cr 10. ONNER/5UILDER ARE RESPONSIBLE FOR ALL INSI OTIONS, APPROVALS, VEK' HOU5rz NIRAF OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE _j c� CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHINC-7 TO BE COVERED HITH 'TY PROJECT LOCATION & SCOPE LL L1j 0 :1 P'SZOJECT ZONIN5 PATA AS REQUIR�D AND C ONDITIONS OF APPROVED EQUAL. EVALUATION REPORT. LO Ix T-i 11. THESE SET OF DRAHIN&S ARE THE PROPERTY OF ANTHONY FORTILLO, RA ZONING DATA & GENERAL NOTES TAX MAP # LO AND SHALL NOT BE ALTERED OR BE REPRODUCED NITHOUT HRITTEN 15. BLOCK EXTERIOR STUD HALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINOLE MEMBERS OR ASSEMBLIES -7 STRUCTURAL r L PERM15SION FROM THE ARCHITECT. UNSUPPORTED EDOE SEAMS OF EXTERIOR 5HEATHINO. U51NC OMP051TE LUMBER SHALL MEET THE PROVISIONS OF ENERGY TA13LE A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF vq J 0 ZONINO D15TRI CT R-40 C S==r 'ZM_PLANN1,N'j390ARD -OR SUPERVISION OF THE HORK AND 15 14. PROVIDE WOROSS BRAOINO AT JOISTS, STUDS, AND RAFTERS HHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE S0Lff&_LTDLX.TRUSTEES 12. THE ARCHITECT 15 NOT RETAINED IF —------- RESPONSIBLE FOR VESION INTENT ONLY. EXCEED a'-O" AND AT EVERY a'-O". OOVERNINO BUILDINO CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS COME EVALUATION REPORT. 1:� LOT AREA 0A ACRE5 PROPOSED DEMOLITION PLAN 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PASE PROPOSED FIRST FLOOR PLAN uj 0-005. 1.5. PREFABRICATED V400D TRUSSES: ASSEMBLIES U5IN6 PREFABRICATED LY CLEAN AT ALL HOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE CERTIFICATE OF OCCUPANCY #Z-2cl:255 AND 01151103 14. THE CONTRACTOR SHALL KEEP PREMISES REASONAB SHALL REMOVE ALL ­­ , ­__-"­-­­­- - -1-11-1-1-1- -I,,--- ---I- I -­ 1_11___-____ i PLUMBING RISER DIAGRAM TIMES. AT THE COMPLETION OF NOR<, THE CONTRACTOR 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENINO SCHEDULE AS OOVERNINO 5UILDINO COPE, AND ANY ADDITIONAL REQUIREMENTS AS RUBBISH, HASTE MATERIALS, TOOLS, ETC., CLEAN OLA55 AND LEAVE HORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESION STANDARD FOR METAL PLATE CONNEOTEM P400D TRUSS CONSTRUCTION, THE TRUSS DESION LIJ PROP05ED � A- I PROPOSED EXTERIOR ELEVATIONS BROOM CLEAN. EX1571Nr, 1-1. PROVIDE ALL NAILINO, AND 5TRAPPINO, ADDRE55ED ON PAOF-5 0-005. OR THE MANUFACTURERS CODE EVALUATION REPORT. DRAHIN55, HAE31TABLE SPACE 15. THE CONTRACTOR SHALL CARRY HORKMANS COMPENSATION AND &ENERAL ALL SHALL COMPLY V41TH STATE AND LOCAL CODES Ia. AT "HET HALL" PARALLEL TO JOISTS FRAME POUBLE J015T AS PER CODE. 1.6. OYPSUM: OYF5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FIRST FLOOR AREA 1,162 S.F. -4-52 S.F. LIABILITY INSURANCE. 1 0 _j AND ORDINANCES. OFNERALLY, SEPARATE DOUBLE JOIST THE THICKNE55 OF HALL ABOVE. SUE, MEET THE PROVISIONS OF A57M 056 SPECIFICATION FOR &Yf'5UM APPRO ED AS NOTED HALLBOARD, A57M C51 SPECIFICATION FOP, OYF5UM LATH, OR A5TM 07cl SECOND FLOOR AREA 1,112 S.F. 'CUPANCY OR FLOOR SHALL NEVER EXCEED A 16" SPAN. 0 S.F. Oc DATE: l(b. THE CONTRACTOR SHOULD FULLY OUARANTEE H15 V40RK AND THE HORK OF SPECIFICATION FOR, 5YP5UM 5HEATHINO BOARD. hp- 1,1. AT ROUSH OPENINO5 PROVIDE ALL APPLICABLE NAILINO AND 5TRAPPINO USE IS UNEAW EAST ONE YEAR AFTER THE 5UB-CONTRACTOR5 FOR A PERIOD Or AT Lr FUL COMPLETION OF PROJECT. AS PER FAOE 0-005. 1.1. HARDE30ARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FEE: BY MEET THE PROVISIONS Or AN5I/AHA A155.4 BASIC, HARDBOARD OF r 1-1. THE CONTRACTOR SHALL INDF b HARDBOARD 51DINO. WITH OTIFY BUILDING _MNIFY AND HOLD HARMLE55 THE OHNER, 20. T.T." 5PECIFIE5 PRE55URE PRE51EIRVATIVELY TREATED LUMBER IN AN5I/AHA AL55.( OUT CERTIFICA7 N 111AIT E41 I LA T ARCHI TEOVENOI NEER, AND THEIR A OENTS AND EMPLOYEES FROM AND ACCORDANCE H/ANFA 022; NHERE DRILLINO AND/OR CUTTINS, OCCURS, FIELD 765-1802 8 AM TO 4 PM FOR THE AOAIN5T ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INOLUDINO TREAT LUMBER N1 COPPER NAPTHENATE NHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: OF OCCUPANCY FOLLOWING INSPECTIONS: ATTORNEYS FEES AR151NO OUT OF OR RESULTINO FROM THE PERFORMANCE OF METAL BY REPEATED BRU5HINO, DIFFINO, OR 50AKIN5, UNTIL THE HOOD THE HORK PROVIDED THAT ANY SUCH CLAIM, PAMA5E, L055 OR EXPENSE (A) ABSORBS No MORE. ALSO, FOR HARDHARE USED HITH F.T. LUMBER, lb.l. PLYHOOP: PLYHOOD USED IN STRUCTURAL APPLICATIONS SHALL 1. FOUNDATION - TWO REQUIRED 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, D15EASF OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDNARE THAT 15 5PEClFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE FOR POURED CONCRETE INJURY TO OR DESTRUCTION OF TANVELE PROPERTY (OTHER THAN THE HORK MANUFACTURERSUCH AS: HANOERS, NAILS, 50REH5, FLASHINO, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (F5 1) CONSTRUCTION AND 2. ROUGH - FRAMING & PLUMBING ITSELF INCLUDINO THE LOSS OR USE RE5ULTINC, THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDOER 5D., SILL I-LATE, DECK CONSTRUCTION, INDUSTRIAL FLYNOOP, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. INSULATION HHOLE OR IN PART BY ANY NrzC7LIOFNT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO rr-A ARE To REPLACED HITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 4. FINAL CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY HOOD-BA5ED STRUCTURAL- USE PANELS, APPLICABLE CODE INSULATION FENESTRATION REGUif;;PE��ENTS - CONSTRUCTION MUST EMPLOYED BY ANY OF THEM, OR ANYONE FOR INHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTE5 EITHER OF THE FOLLOHINO: EVALUATION REPORTS. BE COMPLETE FOR BE LIABLE RECSARDLE55 OF HHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55JO15T Mr-MILLIAN I.cIE MICROLAM ALL CONSTRUCTICN SHALL MEET THE ARTY INDEMNIFIED HEREUNDER. B. OEOROIA PACIFIC 2.OE O-F LAM 1.5.2. ORIENTED-57RANM BOARD (055), KAFERBOARD ORIENTED-5TRAND, F5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR KArER50ARD USED IN STRUCTURAL IONS SHALL MEET REQUIREMENTS OF TH,E CODES OF NEW FR01=05ED DESION GCr�)E FRESCRIFTUE \/ALUE ,LUDINO A. TRU55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY Ia. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INC C 0Mf=0NE:NT YORK STATE. NOT RESPONSIBLE FOR ,E VOLUNTARY PROPUCT I BUT NOT LIMITED TO FORM-HORK, BLOCK-NORK, FRAMIN0, NAILINO, PLACINO ALL TO BE INSTALLED AS FIER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) FERFORMANC VALUE C,17A710N (PER 2020 N'T'SEC,�r,) DESIGN OR CONSTRUC' Or CONCRETE, FTC. ARE TO BE CAREFULLY SUPERV15EP BY THE CONTRACTOR STANDARD FOR HOOP-BASED STRUCTURAL- USE PANELS OR TION ERRORS. -ECIFICATION5, -JOIST FLOOR SYSTEMS SHALL BE IN Ar To BE SURE THEY ARE IN ACCORZ)ANCE NITH THE DRAHIN55, 51 22. 1 00IRDANCE HITH THE V400M APPLICABLE COPE EVALUATION REPORTS. APPLICABLE CODES AND OOOP PRACTICE. PEVIATION5 FROM THE DRAHINC-75 FRAMINO MATERIAL STANDARDS SECTION, THE 50VERNIN6 BUILDINO CODE, Ll7r AND SPECIFICATIONS HILL NOT BE PERMITTED P41THOUT HRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN 57RUCTURAL MAX. U-VALUE = 0.52 :U-VALUE 0.:25 1 AUTHORIZATION OF THE ARCH ITECTAENO I NEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM To AN51 A20a.1 AND ANY �i FENE57RATION U-VALUE I MAX. AIR LEAKA61H = 0.50 CFM/5F YES ELECTRICAL F iNdf*4 I AIR LEAKA5E = 0.50 CFM/SF REOUIREMEN75 AS SET FORTH IN THE MANUFACTURERS COPE Tr_'�':j 'G COVE PER R402.4.5 4 TABLE R4021.1.4 - CLIMATE ZONE 4 lat. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAV41NOB 25. NOTCHES IN THE TOP OR BOTTOM EDOE Or 50LIM 5AHN RAFTERS SHALL EVALUATION REPORT. F_- -A NEEDED, UNLE55 OTHERH15F SPECIFIED. ALL DIMEN51ON5 AND CONDITIONS NOT BE CUT IN THE MIDDLE ONE-THIRI;) OF THE RAFTER SPAN. NOTCHES IN THE li PERTAININCS ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL I.&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS R-4c[ SPRAY FOAM INSULATION MIN. R-VALUE = 411 RAFTER DEPTH. HHERE NOTCHES ARE MAPE AT 3UPFORT5 THEY SH SHALL MEET THE PROVISIONS OF AN51/AHA A1414.1 CF-LLUL0510 CEILIN5 R-VALUE YE ALL NOT T' THICK (R=-7/INCH) 1:PER TABLE R402.1.2 CLIMATE ZONE 4 0 ALL EX15TINO P40RK R DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM C206 STANDARD SPECIFICATION FOR 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRE EXCEED ONE-FORTH THE ACTUAL RAFTE NHICH INTERFERES HITH NEN CON577;ZUCTION IN A HORKMAN LIKE MANNER. IN DIAMETER 70 ONE-THIFRD THE ACTUAL RAFTER DEPTH AND THE EDOE OF THE CELLULOSIC FIBER IN5ULATINO BOARD. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR 50770M EDOES. EXTERIOR (2"xb") HOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) YES 21. ALL MATERIALS ARE TO BE INSTALLED AS FIER MANUFACTURER'S I.a.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL 51VINO U5F_P IN FRAME HALL R-VALUE PER TABLE R402.1.2 OLVA'7E --INF 4 SPECIFICATIONS, UNLESS NOTED OTHERH15E. 24. NOTCHES IN EITHER EDr_sF OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MIDDLE ONE-THIRO OF THE STUD LENOTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I Nmv4 YORK #Ar�r_17551511_171r STANDARDS. NOTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. E30RED 22. PROVIDE FIREBLOCKINC7 AS PFF1 THE STUD LE 015- 1), THE OOVERNINO BUILPINe COPE, AND ANY ADDITIONAL R-50 COMPRE55ED BATT [MIN R-VALUE = 11 FLOOR R-VALUE FEP R40:2.1.2 YE5 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDOF RFOUIREMENT5 AS SET FORTH IN APPLICABLE C-01�>E EVALUATION I N5ULA71 ON TABLE CLIMAT 10',14E 4 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A5AIN5T ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/a" TO THE EDOE OF THE STUD. REPORTS. ii UNAUTHORIZED USE UNDER FEDERAL LAIN BY THE ARCHITECTURAL HORK5 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. COFYRIOHT PROTECTION ACT OF 101(lo (AHOPA), HHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FA5TENER5 AND CONNECTORS SHALL COMPLIANCE STATEMENT: 25. FOR NEH HALLS, A PERFORATED SHEARKALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUOH M 2.2.1. TO THE BEST OF MY KNONLEDOE, BELIEF, AND PROFESSIONAL JUDOMENT, THESE PLANS AND SPECIFICATIONS ARE IN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, COMPLIANCE V41TH THE 2020 NY5 ENER&Y CONSERVATION CONSTRUCTION 001�)E U51NO CHAPTER 4 RE]. CODES AND REFERENCE 5TANDA NOTES, AND TABLES ON FA(5rz 0-005 4 6-004. THE FASTENINO SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY NITH ANSI/A5ME 5 16.2.1 SQUARE AND 5PECIFIF-5 THE RE017) NAILINO FOR THE SHEATHINO (ANY NAILINO HEX BOLTS AND 5CREH5 (INCH SERIES). 1. ALL NEH HORK PERFORMED SHALL CONFORM TO THE 2020 NEH YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UPERSEDF THE FA5TENINO STATE BUILDINO Cor;)E, 2020 NEH YORK STATE RESIDENTIAL COPE, 2020 z NEH YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEH YORK SCHEDULE). HOLDOHN5 OFF-RATE IN CONJUNCTION HITH THE PERFORATED 2.2.2. LAO 5CREAS: LAO SCRENS OR LAO BOLTS SHALL COMPLY HITH ANSI/ w SHEARJ,�IALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. 5FEC,.'s). A5ME 51a..2.1 SQUARE AND HEX BOLTS AND 5CRFH5 (INCH 5ERIE5). STATE ENEROY CONSERVATION CONSTRUCTION COPE. HOLDOHN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 0 a, 'S x"2-k" 'rm 0 2. REFERENCE STANDARD USED FOR ALL HOOD FRAMINO, CONNECTIONS OF 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES r7 7N 1,FN_-W—'-\11 7 M 7,--- 7-,'% Or V-"I:R0 Ir�%mm "m 0 'N ,"v 4 .." _� ,,`& 011VV'�,­'11'11`�, , , ,_ -7 N, OOD FRAMINO, AND CONNECTION TO FOUNDATION - 2015 HOOP FRAME 26. COLUMN DEARINO AS FOLLOH5: SHALL MEET THE REOUIREMEN75 OF ANSI/`7PI I NATIONAL DEVON _e 7, 4­­)­� > ,KED 50LID To FOUND. HA LLI r 't"', N k 'X, Cry m i A 7 s A-1 W, 'e" t HOOD P05TINO 70 BE BLOr LL W END &RAIN, 5TANPAPr;) FOR METAL PLATE CONNECTED HOOD 7RU55 CONSTRUCTION, I "k A CONSTRUCTION MANUAL BY THE AMFRICAN FOREST 4 PAPER A550CIATION o ;g f TREATED V400D 4 FLA5HINO. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE C70VERNINO BUILOINO CODE, AND ANY ADDITIONAL REQUIREMENTS 'In A, 111"A w, '71 A f w '�ORM To THE 2020 NEN YORK v (AF4PA) AME \V -RICAN HOOP COUNCIL (AAC). -SHRINK C HALL W STEEL SHIMS 4 A MIN. 5/4" OF NON 7ROUT. AS SET FORTH IN THE MANUFACTURER'S COVE EVALUATION REPORTS. 'w f I OW I p, \\��­,�` ,, ,, ,, _z_ "S t%N� 4" "'n", SECURE H/ (2) 1/2" (P ANCHOR BOLTS (4" LONO EXPAN51ON BOLTS a STATE ,ONI- 4 2.2.4. METAL CONNECTORS NHERE METAL PLATE OR 5TRAPPINO 51ZE AND 5. ALL FLUMBINO NORK SHALL C EXIST. HALLS 12" LONO HOOKED BOLTS a NEN FOUND. HALLS). FOR ANY 5 "A" tZAi,, V`4 FLUM51NO CODE. '2� FOSTINO a r,.M.U. HALL SEE PLAN FOR REQUIRED REINFoRrINO (a MIN. lb" OA5E ARE SPECIFIED, MINIMUM A5TM A655, 5TRUICTURAL QUALITY, r �Jf K q,, F 4. ALL MECHANICAL V40RK SHALL CONFORM TO THE 20:20 NEH YORK STATE NIME 5 COURSES OF SOLID BRICK MASONRY CENTERED a POSTIN0, U.O.N.). 2r ORADE 55 STEEL SHALL BE U5EP. OTHER METAL CONNECTORS SHALL MEET THE REQUIREMENTS OF THE OOVERNINO BUILDINO COME AN ANY X, Is I0 A 0 Z"A "III', _NT ARE TO BE pq/ M ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS In, w, J� HONEVER, HHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE ,ODE. IN A SHEARKALL' ALL ANCHORS MAKINo AN ATTACHMF 'v 'A T`0 -A X\ MECHANICAL COPE AND 2020 NEH YORK STATE FUEL OAS C -1 NATIONAL ELECTRIC A -W , v N 5. ALL ELECTRICAL NORK SHALL CONFORM TO 201 f w'r PROJECT: Ak 71 CODE EVALUATION REPORTS. NI STANDARD SHF�f��ALL HARDHARE (W NOTED VALUES) 4 ANCHOR BOLTS, & hs\ ............\" 4,1 w" " �,i� , - r It . 't, ", j 'w P "z I, , , 'k 05'A 2141*-1-11", -70 AND 2020 CODE, NFFA NEH YORK STATE ENEROY CONSERVATION w NN A, U.O.N. NITH TOP CAPS a 57EEL COLUMNS To BE MIN-144" BENT PLATE a" LONO m A'4 A\ "N 2.2.5. NAILS: NAILS SHALL COMPLY HITH A5TM F 166-T STANDARD '4, t\ u CONSTRUCTION CODE. s j,i ? 1\111�1�1"Wl 11N7 M -g j-!% DIST, U.O.N. Ai��PITIONAL INFO. 15 FOUND ON I-ArF- 0-005. W A 2, k4l 611 RISE 4 N1(2) 1/4"0 BOLTS THROUOH CENTER LINE OF VERTICAL LF-05 SET b SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. `4 j� QYF5UM HALL BOARD t :61, SPRINGER t F-5 "A nx 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPL 1. 6YF5UM HALL BOARD SYSTEMS SHALL BE OF A TAPE JO I NT AND JO I NT \4t t. - ,\\\ r 'R i", j ��t % OLA55 HINDONS AND DOORS SHALL MEET THE REQUIREMENTS OF THE OOVERNINO BUILDINO CODE ter,k J COMPOUND METHOD. RESIDENCE 1. ALL OLA55 TO BE INSULATED LOH-E, UNLE55 OTHE"15E SPECIFIED. 'Ja Ot,v, & AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE K, A 4, A 4 '-4- 5 MANUFACTURERS COPE EVALUATION REPORTS. R M- "0 fV _4 N 2. ALL OYPSUM BOARD SHALL BE 1,12" ON HALLS AND CEILINO, UNLE55 2. OLA55 DOORS AND NINPONS SHALL NOT EE INSTALLED UNTIL PROPER 0 \% A 4-' kv A HOODSCREH5 (INCH SERIES). N , A, MkI 7 7LA55 UNIT INSTALLED W 5. ALL 5LIPINO OLA55 DOOR,5, 5KYLIOHT5, AND ANY r: r Xx 4"i" x ,Nz k 4 D NHERE nk I ,\\ "" W ffl OTHERH15F= NOTED. HATER RESISTANT (H.R) AT BATHROOMS AN CLEARANCES ARE PROVIDED, 2.2.1. SrPEN5: 5CREH5 SHALL COMPLY V41TH AN51/ASME 5 lah.1 DEEMED APPLICABLE. 5640 WESTPHALIA RD. 5. 515", ONE HOUR RATED, TYPE 'X' OYP5UM BOARD ON CEILINC AND HALLS HITHIN Ia" OF FIN15HED FLOOR SHALL BE OF INSULATED TEMPERED OLA55, (HHERF_ APPLICABLE) AT HEAT PRO::)UrINO EQUIPMENT TO EXTEND THREE FEET PLUMBINO W1, '4 A', 71 \V 4 `-PUZY, , 'e, 2, _R SUPPLY, DRAIN, HASTE, AN . "1"7 ":4- 6 A, f % SYSTEMS To NY5 FLUM51NO COPE AND NY5 DEC REOULATION5. 1. CONTRACTOR SHALL INSTALL HATE MATTITUCK, NY IN EACH DIRECTION BEYOND THE UN T(5). ALSO AT HEAT PRODUC INS A N 0 oo, A, 4. ALL C UNLE55 OTHF"15E NOTED. D VENT (PHV) LOC.,, AT � ON ' EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON V400D FRAME, INSTALL 7LASS UNITS SHALL BE INSTALLED IN 5TRICT ACCORDANCE V41TH v n CONCRETE PANELS OF 5/a" THICKNF55 MINIMUM. MANUFACTURERS SPECIFICATIONS. .....\ :2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. e, V X A R" A, ,,,, ,I. DRAWING TITLE: N'4� v M W, 1"F p m 0 v v r r kw N 7 0, kp 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE I� ,, 'k, i" , "" ,,, , " 5. ALL AINDOV45 TO BE CAULKED AND SEALED AS FIER NEN YORK STATE 41 k ...... TAPED AND FPErF-IVF- THREE COATS OF JOINT COMPOUND. ALLON 24 HOURS ENEROY CONSERVATION CONSTRUCTION CODE. �\k '07 rN, W 7 5. ALL HATER FIFINC To HAVE CLEAN OUTS AT ALL CHANC71E5 IN DIRECTION A h, rj V\1 W, 'Al", m 4A n _j To DRY 5FTNEEN COATS. FINAL COAT TO BE 5ANl;)F_r,> SMOOTH. AND AT BASF- OF VERTICAL HASTE PIPES. PROJECT LOCATION & SCOPE 6 "4A Ax 6. PROVIDE FLA5HINO PANS UNDER ALL 5LIVINO OLASS DOORS, HINPOH5, OR ,p M, A,� A-vw­�I o 4. USE "d, A ANY OTHER TYPE OF OLA55 UNIT NHEN V41THIN b" OF AN EXTERIOR SURFACE. 4" CAST IRON THROUOH FOUNDATION HALL AND PITCHED AT V5" PER 5. METAL CORNER BEAD TO BE USE,> ON ALL OUTSIr.>F_ CORNERS AND AROUND % al, 41: ZONING DATA & GENERAL NOTES �X A" z ALL OPENINOS. FOOT. Ot "t ....... ,4 ENERGY TABLE sk 5 Vt t", " ­,�, " ,,, "t WW, kV, 't, -T. ALL EXTERIOR DOORS ARE TO BE NEATHEREP STRIPPED AND PROVIDE ALL X14 , k, t1tV-1- v" �z 5. OENERAL TRAP AND HASTE SIZES AS FOLLOH5, UNLE55 OTHERJ^115E NOTED: 6. FASTEN C7YF15UM BOARD AS PER FA5TENINO SCHEDULE ON FAOE 0-005. SCREENS AND HARDHARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. g 4 %; mElft T-,"Itf-,:"k 44 - DISH KASHER.........................................2 m 01 _tA 4 a �mgt,',�, "ill"', W a f% =E OF Sr \V, M P - KITCHEN SINK........................................2" ,11RATCHES AND IMPERFECTIONS. OLASS INSULATION a. ALL OLASS 15 To BE FRE �,%'x vnp,�, g vt , - LAVATORY...............................................2 1. ALL EXTERIOR HALLS AND ROOF5 SHALL BE INSULATED HITH FOIL FACED SHOULD BE OUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. _XI 4 IN, 4 FOIL To BE PLACED TOHARD HARM SIDE. PAGE: - 5HOI^ER/TUB..........................................2 WN FIBEROLA55 BA77 INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. & - TOILET........................................................5 cl. ALL HINPOH5 To BE ANDERSEN. IF CONTRACTOR IS TO SUE35TITUTE HITH AN07HER HINDOH MANUFACTURER, IT IS THE RE5P0N5IBILI7Y OF THE LAUNDRY ................................................2" 4 X, N4 A"11111, 4V t, j A, m, 6�4 0 N 2. PROVIDE 211 R-10 RIOID FOAM INSULATION FOR EXTERIOR FOUNDATION CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE AINPOH MATCH FLOOR DRAIN..........................................3" 1,e k a E HALLS FROM 6" 5ELON ORADE To 24" BELOH ORAPE IF DESIRED BY THE CHARACTERISTICS OF THE ANDERSEN AINDON SPECIFIED. THE & m "s, �p* m 4 In 0 U u CONTRACTOR OR OANER. CARE SHOULD BE TAKEN NOT TO PAMAOE CHARACTERISTICS ARE AS FOLLON5, BUT NOT LIMITED TO: DESION PRESSURE 6. ALL SYSTEMS To HAVE ONE 5" MAIN VENT STACK AND INCREASED To 4" 4,1���­"*_­ _,ki A, 't"j, x A, =A, AND EORE55 THROUOH ROOF. 0 ww, ROUOH OPENINO, U-FAOTOR, LIOHT AREA, VENT ARE FOUNDATION KATERPROOFIN & REQUIREMENTS. z n PROVIDE FRO5T-FROOF HOSE 5155 HITH EASILY ACCESSIBLE DRAIN Icw ow" "S, Z, W, cf', R-50 FOR FLAT CEILIN55 DATE: 11/17/20 DRAIN COCKS AS REOV. H05E E3155 SHALL BE FROVIPED HITH BACKFLON go t "',,N'N 5. OENERALLY, UNLE55 NOTED OTHERH15E, INSULATE AS FOLLOV45: 'tT, , \1 N CU 44 10. HINVONS IN TUBABHOHER ENCLOSURES AND HITHIN 5TAIRHAY5 SHALL BE V 4,_ PROTECTION. 'n , 0 TEMPERED CLASS. x 1_4 -50C `�OR VAULTF 6 1 OF3 je 1\ 1% _D AND CATHEDRAL CEILIN05 v 'v AW,� 'k N 5.5" R-15 FOR 2"x4" HALL CONSTRUCTION k �w 4", v "A 711\1 6 t A4� A�Qj M A 4 eg` lwf "N", % 2 5 Br k gi 10) Iu 0 11. EXTERIOR OLAZINO SHALL BE PROTECTED FROM HINDBORNE DEBRIS. 5. HASTE FROM CLOTHES HASHERS AND LAUNDRY TUE35 ARE TO BE PROVIDED - 5.251, R-21 FOR 2"xb" NALL CONSTRUCTION i"k 'N�t �v OFENINO FROTEC EGUIREMEN75 OF THE LAROE NITH BACK FLON PROTECTION. OLAZF - 5.25" R-21 FOR FLOORS TION SHALL MEET THE RE M1551LE TEST OF A5TM Elqqb AND A5TM Ea8t AS MOr:>IFIFP BY 20 0 NY ;iI7 cl. THE HATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY P41TH LOCAL WWI wt,,= A ELECTRICAL: % p A� --k 4-I't, A" W� J 'p, -RESISTANT STANDARD OR Tl�,�, A !," , k �;,- �\�'��4- ," \%�,� 'tx n 1. ALL NEHLY INSTALLED ELErMCAL HORK OR APPLIANCES SHALL CONFORM THE REQUIREMENTS OF AN APPROVED IMPACT NDARDS AND RESULATION5. M-W SECTION OARAOE DOOR OLAZEP OPENINO PROTECTION SHALL MEET ji v X, R, "ve N Z A & 4', To 2011 NATIONAL ELECTRIC -70 AND 2020 NEN YORK STATE >ASMA 115. rzED A.p. CODE, NFPA AN51/r Oj�� 4 , , , - ,"", 1, 111. If I , , \,\� It', ,� 11 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR z SY CONSERVATION CON5TRUcnoN CODE. V 4"wkw', ft fF 'k, n -RC t ii , ` 1 11 - , ` ' '- �,,14­­­ \A, q� ." 1. V _ 'n_,\�, "I,\�,,�',�,'�\,�",\\�',,','', , -,",i t� A t -7 i"'t ENE A TO CONCEALMENT OF FLUMBINO. Ar 12. AS AN ALTERNATIVE To NOTE #11 ABOVE,NOOD STRUCTURAL PANELS NITH k, 4 'i'4"�11\1 'K, 'V 15F U� g, ATTACHED To THE FRAMI PRECUT AND J, '4 %M& K, "10F, 4 -p 0, - Itz K`- 0 '40 No 5URROUNPINO THE OPENINO. PANELS SHALL BE r BE PERMITTED AS OLAZINO PROTECTION. PANELS SHALL BE f 'A' ISH A FIRE UNPERHRITER5 CERTIFICATE UPON A THICKNESS OF NOT LE55 THAN AND A 5PAN OF NOT MORE THAN VSHALL 2. CONTRACTOR V41LL FURN 4J*�, if vo\ Z, IA ,OMPLETION OF NORK. NO NOTCHINO AND BORINO OF STRUCTURAL MEMBERS SHALL BE PERMITTED 11. NOTCHINO AND BORINO OF STUD5, JOIST5, RAFTERS AS PER BUILDINS CODE. W NOR ANY POTENTIAL DAMAOE THEREOF. "M, 4A "j; f �"N -RoVIDE HARD HIRED _CTED IN ACCORDANCE HITH TABLE %N VANCE HITH NFPA '72: 5. SMOKE DETECTORS, IN CONFORt PREDRILLEP AND SECURED HITH THE ATTACHMENT HARDHARE PROVIDED AS M\z OFNERALLY,VERIFY OR f ow*x! PER THE ANCHORAGE METHOD SELF A g v w", te Vil J� -ERY BAr SMOKE DETECTORS wl BAT`1 K-UF IN: _NT R w W, R301.2.1.2. ATTACHMENT HARI�)HARE SHALL BE PERMANF jL ull�\ CORRO51ON-RES15TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ic",v i V A a,i w "A' t4,- 4,1 A� OW \,C,,I�� x C) -A f N i 2 3 A. EACH SLEEFINO ROOM ON THE BUILDIN57. -1 W�l a LL AW _,-Aw _4 J B. OUT51PE OF EACH SEPARATE 5LEEPINO MECHANICAL, FUEL OAS! AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (SENERALLY THE HALLKAY) LOCA71ON MAP m n I E� V_ 1. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY wl THE 0. EVERY LEVEL OF D1-*sELLIN0 NY5 MECHANICAL CODE AND FUEL OAS COPE (BA51MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) 15r_,ALEE: NTS 0ENE AL STM O KE`I' : NEW PARTIAL HEIGHT D m EXISTING TO BE DEMOLISHEDr- W Z O •,r °f F,, WOOD FRAME (L.G. STL. ,c_a � W = (V WHEN APPLICABLE) J rI EXISTING TO REMAIN w NEW FOUNDATION WALL c - - - - = ii.` II' Q W ( NEW HOOD FRAME L.G. m .l .a i!il li'!' STL. WHEN APPLICABLE) f I. m � --,-----{ NEW I-HR FIRE RATED 0 MIN. (2) 2"x4" STRUCTURAL d _ I—"—i WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS �` J J Q Q POST FOR 6 'WALLS), U.O.N. I,. WHEN APPLICABLE) MIN. 2 2 xb STRUCTURAL NEW 2-HR FIRE RATED + STOOP O O WOOD FRAME (L.G. STL. 4_11 m a' Lo m WHEN APPLICABLE) - - B 2 5'-5"�Y >- d' m O4- - -- Q - 0 QrIS'S _. 2 - z ALL NEW WINDOWS 8 DOORS SHALL 13E -----------; INSTALL AS PER MANU. SPEG.'5. SEE PAGE "G-003" FOR NAILING 8 Iu o __- I I A Q W STRAPPING DETAILS. EXIST. Q I , EXIST. BATHROOM w 2 = 'J 00 10 3y2 QO BATHROOM WINDOW CHART u NEW BATHROOM _T A ' > d' Q - -- I EGRESS 1 d 4.. J rl O -_ CLEAR I ----- O ROUGH OPENING WINDOW DIMENSION S OI �„ TAG TYPE MODEL OPENING L--- „y_,, # L --- (WIDTH REQ D: 20" ri HEIGHT REQ'D:24" ' �I� `A ,, � - WIDTH 1� HEIGHT LL WIDTH HEIGHT 'I - _ OPEN REOV: 5.-7 S.F. N lo'-3y2" I NEW DEN 2 Q J N - I - b 1 X bco I 220 5.F. A — W -- _ -- + A AWNING AR2 I 2-D I-5 �y O NEW HALL - LALI Lo0 ! DOUBLE HUNG TW2D32 :2 2 j - " O ON a -' - -- 3-4= �.... EXIST. �l 1 p O O -.I Q --- C/ - - GARAGE N O DOOR 5GHEDULE EXIST 3-b 02 �I EXIST. m N - LAUNDRY O _p O—'� NEW = A DOOR MATERIAL ( O LAUNDRY GL. ROOM I W , I' • -- - ------- ROOM 8'-Dy2" 5 S.F. sd 2 — TAG DESCRIPTION1 p -► NOTES _ Q A SIZE ZE TH I GK. d d —�` o O W �E 1 2 = NEW m - I = U -74 SF NEW OFFICE > A r O O STORAGE o uc. J INTERIOR ^ FIRST FLOOR _ _.... `t ! h FRfD6E _ _ —1 NET BAR 2 m OI POCKET DOOR JJJ 111 w O- ' 2 ae 'D2 BARN DOOtr. J� 3'-6"X6' • 03 POCKET DOOR 2' O"X6'-8" f, 11 T. 2852 - 2852 EXIST. 2852 EXIST 2852 5 EXIST. "` �� • <.ar - ( DBL. HG. DBL. HG. BL. HG. DB HG. 04 SLIDER- �---- 5'-O"X6'-8 ----='I� ---- ......-,.-•-_-'' r - -- - � I 1 FLOOR PLAN NO ES DOOR NOTE: PROPOSED DEMOLITION PLAN PROPOSED FLOOR PLAN 1 . INSTALL NEN INTERIOR DOORS NHEN CALLED SCALE: I/4 I -O SCALE: I/4 l'-o" i OUT ON PLANS BY 'GELD—NEN' (O8 EQUAL). 2. DOOR TYPE TO SELECT 5. INSTALL AS PER MANU SPEC.'S 5. PROVIDE (2) 2 x8 HDR., U.O.N. 4. SEE FADE 0-005 FOR ALL OTHER FRAM I NO ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I NINDON NOTE: O I . ALL NEN NINDONS � DOORS SHALL BE ANDERSEN 400 SE=RIES CASEMENT, DOUBLEHUNO, OR O L I D I NO (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR W SUBSTITUTIONS, SEE NOTE #cf IN "OL SS NINDONS 0 AND DOORS'' ON PAOE 0-002 IF CASEMENT NI NDONS - ALL CSMNT NNDNS SHALL HAVE a 4" FRESH AIR VENT O ILTHROUGH ROOFST841GHT 8M HINOE NHEN o -- -- O w 2. IF DOUBLE HUNO - ALL DBL. HUNO NNDNS TO BE 3" PROVIDE "ABESGO FF200 FR Q TILT N��SH p I EXPANDING FOAM" (OR EQUAL) 0 \` AT ALL PENETRATIONS IN FIRE 5. ALL OLAZ I NO N I TH I N 0'' OF EE TO BE TEMP. OL. N I RATED WALLS AND lu \ I FLOORS/CEILINGS. PRODUCT _ PROJECT: 4. SEE FADE 0-005 FOR I-RA K NO ELEMENTS AROUND I CONFORMS TO ASTM E 814, I ASTM E 84, AND UL 14-711 - __--_-- -------------___-. --_-_ .- NINDONS (TYP. FOR ALL) U.O.N. C.O. - - - - - -- I - - - - --------- ---- --- ---- ------- --- - - --- ---- - ---- ^I G - � SPRINGER ' EC�8E55 NOT NOTE: LEGEND RESIDENCE _ ALL PLUMBING WORK a _ -- SHALL CONFORM TO IN COMPLIANCE N I TH NEN YORK STATE BU I LD I NO _ r LOCAL PLUMBING CODE ------- HOT WATER -- ---- ---- --- __ _ SUPPLY CODE, SECTION 8510.2.1; THE EOLLONINO MEANS OF °moo _ _-2„r---- i 2 ; 2.. o 5640 WESTPHALIA RD. /� /� ,L I ! I GLEAN OUT � I �.,-.,-„� GOLD WATER MATTITUCK, NY EORESS SHALL BE FOLLONED: I 3 I 1 A5 REQ'D �� SUPPLY F- 12' � I LL I I v PROVIDE "ABE500 FP200 FR NET GLE��R OFENINO........... 5.�1 S.E. W'�' I 31 �U WG ' i3 EXPANDING FOAM” (OR EauAL) DRAWING TITLE: _ ------ �� I- ISHOWER �yI �� m NI �� SHOWER AT ALL PENETRATIONS IN FIRE NET CLEAR HF-10H7............... 24 MINIMUM �I I — ��-I ®--------- - --- --- -- FFLLO R5/GEIL NGS•PRODUCT PROPOSED DEMOLITION PLAN NET CLEAR NIDTH................. 20 MINIMUM Ns G.D. ----- - CONFORMS TO A5TM E 814, - '—' -' --- -------- --- ASTM E 84, AND UL 14-711 PROPOSED FLOOR PLAN TO EXIST. E..-..-..-..-..-.. I �- NEN EXHAUST FAN SHALL BE INSTALLED NHERE To EXI PLUMBING RISER DIAGRAMS 3 VENTILATION 1 S NOT MET BY MEANS OF NATURAL -- -- - - -- -- --- ---- -- 1 I TIC CONNECT TO --- O i I EXIST. WATER L-_---___- C I RCULATI ON THROUGH NI NDONS OR DOORS TO z I SUPPLY SYSTEM PAGE: z I OUTDOOF' SP�4CES AS PER NYS MEGH. CODE SECTION w i 405.5.2.5; INSTALL AS PER MANU. SPECS ! ; NOTE: A-1 0 :1 ®r ALL PLUMBING WORK ---d SHALL CONFORM TO X LOCAL PLUMBING CODE w DATE: 11/17/20 2 OF 3 ED AP til Po PLUME3I NO RISER - DRAIN / NASTE / VENT PLUMB I NC RISER - SUPPLY SCALE: NTS SCALE: N75 � •"`'�''�:= i OF N � 0ENERAL 5YM50L <EE ' : _ rl � 67 Q U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT /J W N .. ,�!F.• WOOD FRAME (L.G. STL. Z O EXISTING TO REMAIN WHEN APDL I GABLE) NEW FOUNDATION WALL pnrr 7 {, it ,Iil:`;'!!ll,i,'.II:,r.II:�EI:.L � Z uj NEW WOOD FRAME (L.G. I�, STL. WHEN APPLICABLE) !l ' - ' NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL _ WOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL Lo �!c POST FOR 6" Wb)WALLS), U.O.N. I''�' O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. 5TL. Lo m WHEN APPL I GABLE) Z O 's 2 p Z w Q J co BU LD I NO SECTION NOTES : -:vim _ J Z M O — e—I GEILINO INSULATION: WW.:�:� Z - RA1' FOAM INSULATION ���? � —�__ �_.._ _ �. __a_- ;. w J , MIN. OF 4� SP _ � �.��::.:.:��vv...�._:���:�.�:.:�,� :._..:..:.y,...m:::.. ����rw�-.^.... ,��.��y.,•�::'-,�::�,w. -.::,_���M:-m,m�,��:�::xx,::�.;.x.=_Y^ - __ w c� m L0 FLOOR GONSTRU RS ON FLAT, P.T. S �FPF 2X4 Li PROS D� ii _ ...S AB © 24 O.G.7 0 X1ST. L --- - - __ .__.. -- ... _.r :.M:a. --__rm .rw. . :::.w.:.:__ :..-:.:-_._ - . _.: w^- ::::. - -r -mPROVIDF 2X8 F.J. I6 O.G. _............... .............._ _.... _. U • 3 GD,�C PLYWOOD SUB—FLOOR (BLOGKINO © A_.m._r._...y_ , ^ I j...a ALL PLYWOOD SEAM) _a_... _� ....w_....� ... __ __. .._ M. u. _. "_xu�..�...a�..�......^......«�,,,a..y.a...«aa..r._......a.a....a..._say�..�aa,a. � r r n n ___._ .. _......_...______.. ._____._......._...__..........._.......___._.._....._ � ! I ? { ::-:��. --...._..._— _...................._......_................_....._...,._ _,_,.,_ ..._ • PROS I DF X BR I NC I NO GENTER OF SPAN @ _ ...................... V E SPN_� OVER • ' .:;'_"- ___. .. ..........._Y' ? .a...... t .._... ._..._..^..gym. .._. ..... ......__._....._......_.«._...._ ... ...^^ .^�._._.•_. .., ,._. ,.._..„..^":-.-:.:-._ ...._.._..:.v:-:�'y w`:w::':^".v.. �'""MIN. G F R-BOG BATT INSULATION ...............______.__...._........._M..._ E �. { � ^,^ I E e i- .. ......."........_......^._.......__..,..".^...................... ___... .. ..„i.„ .,•},..„,„a__.A., :___.A,.,j....M.__.�,.y...._r .._:..._...4.._._5.....a...._..A•.y._.�...,_i._._,f _J..._ { { : i { : jj aO ( i i E x e i { ' : : i 3 `3 ...._i.._... _a..._,__a_.... _..A.......a......A...._..__....._x._._a..,,w, .w. ._.a...._. .>. x i i I t i i r : ..Y ...,_._4 ..:........__i............._.a._•..^M..._.l_...^Y_...,_a......a_.._.....••....e._^._a_....w.._..x.._..+..... .a.... d....�.. .....^.......^... ......_..............^^.^............,,.. .............•..,......._.........^...,........_...---------... ..__....._. .. _......._.�. 'nc-.ass...._,ua_..�... V�IALL 11�15ULAT I ON: , , _ ____ �-�- - i t 1 : i e , _ .......... ........... _ ...._,.....__....._�.__...... ._-__..,^.,..._..�_.._.^.�,....,,..,_. ....................,....,vim.._.. .....__'"___._. .......... ........ .......a_.^...,...... .._. ...._, r..r_. .A... .A_.,....a.,_..E........._...e........a........>_.....a...,...a...,....a...,........;................._........._:.._:._...�...^A_..^.a......^. .._.,...,^.__._ i....,..,,.„, _ O MIN. CFR 21 BATT INSULATION ._. _ .a..._..... ..,_ .._._m E .__.w._.._3......_5........:.w..�..a ...^,,._A..,..^A._t,._ ......� I_ .... _ e.._.^m"_.y....l.. ....._._........_.._._..._...., .._...._...._.,...,._._._..._,-... _. ..,._..._._ _.._..»"......_._....,..,....^«.w«...__..._._._.__._._._._....._._ 7 i :_�as 1 _ a•_.._w_ ..3.,.i I' I .. ....i ;...:..3.. �..„.: 1µE• I I 1 t ........... 1 E ..a. ...a^....�........��.{.._.....a..y.... ..�...A.^_^.w.....•...._...,._i,.....i..... I�i ...A...,....�...,_..�..,....I......}.......f"._..t......�......�.......:.......1..._....�...._..!.....R,...�...,....a..... ,....A._. _-_-__—_ ----_____.---_ _ _-_-_-__-_-._-_--— _-_- ,.�,_, 1 { Y ; R C X E I } I ' ... ..a___.. __..._.... ....._._.' - -_ — -_ - } �� �, E E I L. 1.._...�H.._�._ �_' I # ! ! E I I E € ( I i ? r t I i ,I } f 3 I 1 i , II I I E ^jt•' .w...,_.i._,._ _,...... ...._7.".iT.•.. _, , , A, .....1_r_ ...L ,,,,I_ I III II TI I, .,.,.,1,. �. Tl 7t...}...a.__i._._..._. .w....^.l_..........1_. ... ._... .____.. ._:_...3.... a.., m_a. ....__....._.?. I.a.. ,.. .y.�.a.i_�.R i I y �_ .._I. ..a.....1...^_...._._ i....... _ 77- T' ^ ; } I..... ., i t 3 I I ? s 3 3 ? i ? ....Iujw. , I 7 � _- ---- ..a.......____.A......_w._....a........a...._..a.......A....,i....... .......5.....1.......... r�.5...... �I' -I' 1 III I _��_� � I i IIR1 I I I �HII I I I I I } E , I__>.�a�._.,�._:_„_ �.�.. �..�_.�.._l ...a._r...A^r__^m..�...^.�...,....>.,,.�...,....a........1__...._......w.....y..>n_..._.._.Ay.....:......� "? `r _: II � _p _. _..._ �7_._.....�...,..1..._.�.. .__.�_r_A• ._.r_a.......a_.._....._._........a..._._L.......A... . w_.... e ,� I III I . I {.. T I L III" I I l ILII � �11 ' : 1 I� �11 II i ii I I I I ! I I PROPOSED SOUTH ELEVATION (FRONT) PROPOSED EAST ELEVATION � 50ALE: 1/4" = 1'—O° SCALE: I/4" = I'—O" I � I z w Lu � I _ U I � I Q —'-'r: ...................:_..._: �..._,...__....,..,..,..,yv,-:-xx:--,....-rx..;;.._,-,r...._.........�,.�,..W. -:--. ..— PRINGER --- - EXISTIING RIDGE HEIGHT -- --- -_-- - -"- — _ RESIDENCE __.._....._.... _....^........^__._... __._._..._..._.....__.._... ...__. _._.._..................._.. ELEV. 20.3 --- - _._ - RD -.-W-�.-__.._w._���:;�LL_-._-__ _'___._..._ ...._ ..__.................. _._...-�-�-....-:.�..-�_�:..�.v���-___•_=-:: -_- ���-�_�-.---:�� 40 WEST MATTITUCK NY DRAWING TITLE: I m... PROPOSED FOUNDATION PLAN _—___..._..._.__ _. 4 * Y t .. ...._............................._.....__. _..,. t _ s _ ___.._...___..__....._____...__.._..__.__...__..___.._.._.__.____..._._..._.................. _...._.......___.......... _.__......._.._..... .. ._...... __.._.... ........ AGE. 1004, 0 _._._. > _.___._.^.....__.__.... r. I x i _.___.^.._....----._.._....._. _.._..._. __........__._.___._._..__.... _..^_..^..._..^.^_._......_.....^ ..-......_._.. _ . .__...._.._. - T HALL DEN 3 0 F 3 t I I I I I EXISTING FIRST FLOOR I I I _____._..___..___.........._.._.._......_..._._._...____._............__...__._... _____..__.__..__. ELEV. +I.O' _____........._..............._......._..__....._.....__..._......... . .............._..._.._.........._ I I III II, . I _ _._.__. ..._ BASELINE Da. ELEV. +0.0' `�� fT PROPOSED NORTH ELEVATION (REAR) SECTION 1 -1 /A-102 �� J37413 .� SCALE: 1/4" = I'—O" SCALE: 1/4" = 1'—O" OP N��