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Home My WebLink About49646-Z �o� cpGy Town of Southold 12/18/2023 P.O.Box 1179 y r 53095 Main Rd oy�41 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44829 Date: 12/18/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2150 The Long Way, East Marion SCTM#: 473889 See/Block/Lot: 30.-2-125 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/23/2021 c pursuant to which Building Permit No. 49646 dated 9/6/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition and alterations, including finished basement(recreation room with bathroom),to existingsingle family dwellin ags applied for. The certificate is issued to Higgins,Daniel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49646 10/3/2023 PLUMBERS CERTIFICATION DATED 12/13/2023 m ritan lumbing c. on d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD NY N 2 4,iol BUILDING PERMIT i (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49646 Date: 9/6/2023 Permission is hereby granted to: Higgins, Daniel 2150 The Long Way East Marion, NY 11939 To: Construct interior alterations to existing single family dwelling as applied for. (Replaces BP#46237) At premises located at: 2150 The Long Way, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-125 Pursuant to application dated 9/6/2023 and approved by the Building Inspector. To expire on 317/2025. Fees: PERMIT RENEWAL $282.20 Total: $282.20 Building Inspector gUFPOIK�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE • SOUTHOLD, NY 0 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#: 46237 Date: 5/12/2021 Permission is hereby granted to: Weaver Family Trust 2150 The Long Way East Marion, NY 11939 To: Construct interior alterations to existing single family dwelling as applied for. At premises located at: 2150 The Long Way, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-125 Pursuant to application dated 4/23/2021 and approved by the Building Inspector. To expire on 1111112022. Fees: CO-ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $514.40 Total: $564.40 Building Inspector oF so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �e sean.devlina-town.southold.ny.us Southold,NY 11971-0959 CDUNT`I,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Daniel Higgins Address: 2150 The Long Way city,East Marion st: NY zip: 11939 Building Permit#: 49646 section: 30 Block: 2 Lot: 125 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Grattan Electric License No: 43643ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO2 Detectors Sub Panel 40A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 9 4'LED Exit Fixtures Sump Pump Other Equipment: 40A Sub Panel 12 Circuit/6 Used Notes: Finished Basement Inspector Signature: Date: October 3, 2023 S.Devlin-Cert Electrical Compliance Form o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G.�_ • Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD -' DEC 1 4 2023 CERTIFICATION Date Building Permit No. b I Owner: I I&C— yjG (Please print) Plumber: - la M>a�1-6"o-- P f U lit.-�1 N C' L 0 (�2 — M 1� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. - C (Plumb rs Signature) IJ Swo to before me this day '�V►' 20L DEBORAH A.WOJCIK 4h I Notary Public,State of New York No.4990159 Qualified in Suffolk Count. Commission Expires Dec.30, 0_ � I l � - Notary Public,�l ll�- County rqjf SO L 7 2,1 * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION.I.ST [ ] ROUGH PL13G: [ ] FOUNDATION 2ND = [ ] 1NSULATIOWCAULKING [ ] 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 S _ INSPECTOR 4 OF SOUTyO� �7 2 7 7 L�� l - # TOWN-OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: .r. ok DATE INSPECTOR hO�aOF SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. N ie °`ycouHtv��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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 [ ] RENTAL REMARKS: I /11�/ 7f Je- DATE 2 INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. `�coutm e 631-765-1802 INSPECTION [ ]. FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: < < fv)da-ky,b (84�� Avllt-� A�; awl . Dill VVK h w UZ f DATE 10 11 INSPECTOR z(w;vl A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build December 5, 2023 Higgins Residence 2150 The Long Way Lane East Marion, NY 11939 Tax Map #: 1000-30.-2-125 To Whom It May Concern. Based on my inspection at the above address,the insulation,framing, and rough plumbing were installed per the architectural plans & meet NYS building code. Please contact my office if you have any questions. Thankyou, °�;� � ''soro,o Anthony Portillo, RA, LEED AP it DEC 1 12023 Page 1 of 1 i AMP Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build December 5, 2023 Higgins Residence 2150 The Long Way Lane East Marion, NY 11939 Tax Map #: 1000-30.-2-125 To Whom It May Concern. Based on my inspection at the above address,the foundation for the egress staircase was installed per the architectural plans & meet NYS building code. Please contact my office if you have any questions. Thankyou, Anthony Portillo, RA, LEED AP �\�`�.T .�.«,•.-:ems E.,. ..:.-. __.. ._ i DEC 1 1 2023 r FIELD.INSPECTION REPORT 1 'DATE C.OIVIM NTS FOUNDATION(IST) FOUNDATION(2ND) H ROUGH FRAMING: PLUMBING: INSULATION.PER N.Y. H STATE•ENFRGY CODE y dw► l FINAL.. 1 ArC �n "b AD MONAL CQ112NIE S io 0 Y- o. �- o R 0 G °1��l l o -LA»-a3 E� �'I z TOWN OF SOUTHOLD—BUILDING DEPARTMENT �o co Gym ' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ly' Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i - f I PERMIT NO. 2 Building Inspector: v ...a APR 2 3 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:April 20,2021 OWNER(S) OF PROPERTY: 'Name:Daniel Higgins SCTM#1000-3©-5--"1-2-6 Project Address:2150 The Long Way East Marion NY 11939 Phone#:631-655-3714 Email:higginsmarine@icioud.com Mailing Address:2150 The Long Way East Marion NY 11939 CONTACT PERSON: Name:AMP Architecture Mailing Address 1075 Franklinville Rd, Laurel NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture - Anthony Portillo Mailing Address: 1075 Franklinville Rd, Laurel NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1—will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:SIglf f MLM &K`jdCnC0 Intended use of property:&j Ie Ramilu 26idenle Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �—40 this property? []Yes 191�o IF YES,PROVIDE A COPY. Check Box AfteP Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.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,alterations or for removal or demolition as herein described.The applicant agrees to conwlY with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal raw. Application Submitted By(print n rne): � �'�` , JCS CAO J-ti'Authorized Agent QOwner Signature of Applicant: Date: q/aZa la STATE OF NEW YORK) COUNTY OF C}l �J v being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above na d, (S)he is thekAcc'v� i (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file there Sworn before me this Notary Pub A H. TANDY lic, State Of New York No. 01TAI3t noo1 day of Qualified In Suffolk County 20 oZ Commission Ex as s Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) M_ te__ Of Ci ikS' residing at �t� L�r�c �r� �ct9 �4I/104' 1� y l I �I do hereby authorize� M tn A rc� %+e L f y(t (�L�C to apply on my be to the Town of Southold Building Department for approval as described herein. G� Apr, Owner's Signature Date Print Owner's Name 2 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 (631) 765-9502 rogerrpsoutholdtownny.gov - seand(cr�.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: F/ecrr,'c Name: �ar� G�us�Ge7 License No.: /7?4- V 3 &y3 email: 't/a ahpo, c�,7 Phone No: 671- Id-- 4/,,a 01 request an email copy of Certificate of Compliance Address.: . 6 9?e'r G,'e JOB SITE INFORMATION (All Information Required) Name: ,0a,4 Address: Wlq 1� �an'on /939 Cross Street: TAe fy��r i�•�c Phone No.: 671 - 6,f3-V 9 7 Bldg.Permit#: y a,�� email: h; ;,S �,ti�;„e 4!55? r_-icu Tax Map District: 1000 Section: 30 Block: Lot: 15 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: [ YES ENO Rough In ❑Final Do you need a Temp Certificate?: ❑YES [ ]NO Issued On Temp Information: (All information required) Service Size F_�1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑ ❑ ❑ ❑ # Underground Laterals 01 02 QH Frame QPole Work done on Service? QY ❑N Additional Information: PAYMENT DUE WITH APPLICATION (3 Electrical Inspection Form 2020.xisx PERMIT 4 \ Address: Switches l Outlets G FI's I Surface Sconces H H's �Vw � I� UC Lts Fans Fridge HW ExhaustP Oven W/D Smokes I DW Mini Carbon IJ Micro Generator Combo 1 Cooktop Transfer AC ` AH Hood Service Amps Have Used >pecial: _omments 77 4,119 �t1�FDL,� Town Hall Annex '�Q G� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 W Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: April20,2021 Owner: Daniel Higgins Location of Property: 2150 The Long Way Lane, East Marion, NY 11939 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 foil wing location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FIR) Signature: Name (person submitting this form): ��"�� I 1r'� I V 1 e Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build Town of Southold Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 Date: 11/17/2023 AMEN®M NT RE: Higgins Residence . 2150 The Long Way Lane East Marion, NY 11939 TM 1000-030-0-02-125 Permit#49646 Dear Examiner The attached drawings for the above referenced project are being resubmitted to incorporate the following change. Installation of a new Concrete Basement Egress Stair. The drawings have been updated to reflect these changes and have been clouded with a Delta 1 Please feel free to contact me if you have any additional questions. Regards, Mathew Smith, RA, LEED AP Design Director A M P Architecture Design + Build Office: 631-603-9092 www.a mpa rch itect.com_ EC EIME N 0V ? 0 2023 Building Depnrllmant Town of z3ouilholld Page 1 of 1 OCCUPANCY O USE IS UNLAWFUL APPROVED AS NO,T/ED� 3 r7 WITHOUT CE �� IC�' DATE: �/a-� B.P.# `�'" / ��E OF OCCUP FEE:�s� a „!: A��F�n4� NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION -TWO REQUIRED FOR POURED,,CONCRETE _COMPLY WITH ALL CODES OF 2. ROUGH - FRAMING & PLUMBING NEW YORK STATE & TOWN CODES 3. INSULATION AS REQUIRED AND CONDITIONS OF 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. SOUT�OLD TOVA ZBA ALL CONSTRUCTION SHALL MEET THE SOUTHOLr'TOWN PLANNING BOARD REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD 7'AIN TRUSTEES DESIGN OR CONSTRUCTION ERRORS. N.Y.S.DEC -fTRUSS PLACARDING REQUIRED PLUMBER.CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPL 1'SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE &WATER LIti'ES I�EED TESTING BEFORE COVERING NOTEE) $ 5f=EC,IFI(fATION5 CARPENTRY NOOP FRAMINO MATERIAL STANDARDS IT 15 THE rONTRACTOR'S RE5PON515ILITY TO KEEP TH15 CONSTRUCTION DOCUMENT 5INDED 1. ALL LUMBER SHALL BE moUOLAS FIR LARCH #2 BETTER (Fb 5-75) UNLE55 THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED To PREVENT THE USE 7=� j Tor,ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY 70 READ ALL NOTES, OTHE"15E NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOTSPECIFIOALLY 5PEr,IFIC,ATIONS,AND 5E FAMILIARIZED HITH THE PLANS PRIOR TO NORK PRESCRIBED HEREIN. NHEN IT CAN BE 5HONN, AND THE AUTHORITY HAVINO uj z 0 ABOVE 50 FT., 2. ALL LUMBER IN CRA;�,L SPACES TO BE W RATCH COAT. MAINTAIN LLI 7, OR, TE5TINO BY AN APPROVED JURISDICTION FINDS BY EXPERIENCE, MODELINC AOENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EOUIVALENT OR a" MIN. FOUNDATION EXPOSURE A OENERAL OREATER STRUCTURAL SAFETY OR, DURABILITY, SUCH PRODUCT OR PROC'EDURZ LLj 1. NO NORK TO 57ART UN71L APPROVED PLANS ARE OBTAINED FROM THE 5. SILLS TO BE P.T. AND SECURELY FLASHED NITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REGIUIREMENTS OF TH15 DOCUMENT < Lu >_ APPLICABLE BUILPINO DEPARTMENT. PROVIDE SILL 5F-AL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN HOC".) 15 NECESSARY TO MATCH FLOOR HEIOHTS NITH THE EX15TINS STRUCTURE. COUNCILS NOOD FRAME CONSTRUCTION MANUAL AND TH15 P5 FORMAT, AS 2. ALL CON57R.UOTION SHALL BE PERFORMED IN A NORKMAN LIKE MANNER. APPLICABLE AS A DERIVED NORK). ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TIN6 4. AT FLUSH FRAMINO USE 16 OAOF- METAL JOISTS HANOERS BY "TE00" OR 2� 5TRUCTURE/51TE SHALL BE FIELD VERIFIED 5Y OENERAL CONTRACTOR. EGUAL. 1. IDEN71FICA71ON: ALL 5OLID-5ANN LUMBER, OLUED LAMINATED TIMSER, _j >. PREFABRICATED NOOD I-JOI5TS, STRUCTURAL COMPOSITE LUMBER, _j 5. ALL NORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OFENINOS IN PREFABRICATED NOOD TRUSSES, OYF5UM, HAROBOARD, AND STRUCTURAL Lo R AND AUTHORITIES HAVINO JURISDICTION. FLOORS, ROOFS, AND NALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR ORADINO 0) C) R.ULE5 SPECIFIED IN 1.1 THROUi I.&. FA(5E <ENi' : 0 c) 0 4. ALL UNNOTED OR NON-VI5IBLE EA5EMENT5 ARE THE RESPON5151LITY (o. DOUBLE ALL J015TS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ------- Lo m OF THE ONNER./BUILDER U.O.N. I.I. LUMBER: ALL NOOD MEMBERS USED FOR LOAD-BEARING, PURPOSES, q* co INCLUDINS END-JOINTED AND EDOE-OLUEP LUMBER, SHALL BE IDENTIFIED (5-00 1 .00 1 PROJECT LOCATION & SCOPE 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS ANP/OR JOB CONDITIONS -7. ALL BEAMS, OIRI�)ER5, ETO. TO HAVE MIN. OF 5-1/2" BEARINO BY THE ORAMEMARK OF A LUMBER ORAMINO OR INSPECTION AOENOY 0 _T/E NHICH PARTICIPATES IN AN ACCREDITATION FROORAM, SUCH AS THE SHALL BE CLARIFIED NITH THE ARCHITE1 NC71NEER BEFORE PROOEEMINO, CIREATINO RECREATIONAL Sf= AGE IN BASE��ENT GENERAL NOTES & ZONING DATA NITH THE NORK. MIN. HEADER TO BE (,2) 2NIO" UNLE55 OTHERN15E NOTED. AMERICAN LUM13ER STANDARDS COMMITTEE OR EOUIVALENT. THE cr I ENERGYTABLE z OP,At�)EMARK SHALL INOLUDE AN EASILY P15TINOUISHABLE MARK OR ADDINO 5ATHROO�-1 IN 5ASE��ENT (o. NO DEVIATIONS OF, CHANOES TO THE STRUCTURAL6YSTEM SHALL BE MADE cl. ALL NOOD SILLS AND NOOD IN CONTACT NITH MA50NRY/OONCRETE TO BE IN516NIA OF THE ORADINO A&ENCY NHICH COMPLIES NITH THE UNLE55 APPROVED BY THE ARCHITEOT/1--NOINEER. P.T. REOUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-clq. - ADDINO L�OORS IN FIR5T FLOOR f= LAN 00 A- 101 .00 'I PROPOSED FOUNDATION PLAN 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION P41TH FLOOR PLANS 10. ALL EXTERIOR 5HEATHINO SHALL BE NAILED AS PER FASTENINO SCHEDULE 1.2. OLUE5) LAMINATED TIMBERS: OWED LAMINATED TIMBERS SHALL MEET - ADr�)INO LAUNE�)RNr ROO�� 70 SEC�OND FLOOR FLAN > It* C) Z, a) co BEFORE THE START OF FRAMINO ON PAOE 0-003. OENERALLY, 5HEATHINO 15 OF 1/2" TH10KNF-55 ON NALL5 AND THE PROVISIONS OF AN51/ALTO A I qO.I STRUCTURAL OLUED LAMINATED ROOF AND 15 OF CDX ORADE, UNLESS OTHERNISE NOTED. SEE FLOOR PLANS TIMBERS. I _j 5. DRY NELLS AS REOUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILINO OR DIFFERENT NAILINO REGUIREMENTS NHEN APPLICABLE. 1.5. PREFABRICATED NOOI�� I-JO15TS: A55EMBLIF-5 USINO PREFABRICATED z_ >: 4 q, DO NOT SCALE DRANIN55, NR1TTEN DIMENSIONS TAKE PRECEDENCE V400P I-JO15T5 SHALL MEET THE PROVISIONS OF A57M P5055 F.,)ATA : Z T-i 11. SUB FLOORINO, OENERALLY, TO BE OF 5/4" THICKNESS AND OF OPX 6RAVE. STANDARD SPECIFICATION FOR ESTABLISHING, AND MONITORINO 10. ONNER/BUIL17)ER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILINO, AS PER FA5TENIN5 50HEDULE ON PAOE 5-005 AND OLUED, U.O.N. STRUCTURAL CAPAOITIE5 OF PREFABRICATED NOOD I-JO15T5, THIS PROPOSED FIRST FLOOR PLAN m _j c� LL CERTIFICATES, CERT. OF OCCUPANCY OIR COMPLETION AND U.L. APPROVAL DOCUMENT, THE 0OVERNINO BUILDINO COVE AND ANY ADDITIONAL LLI (D 12. EXTERIOR 5HEATHINO TO BE COVERED NITH TYVEK' HOUSE NRAF OR REOUIREMEN75 AS SET FORTH IN THE MANUFACTURER'S COPE Lo w vq rl- Lo 11. THESE SET OF PRANIN05 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EGUAL. EVALUATION REPORT. PROJEC,7` ZONINO DATA C) AND SHALL NOT BE ALTERED OR BE REPRODUCED NITHOUT NRITTEN PF-RM15SION FROM THE ARCHITECT. rq J 0 15. BLOCK EXTERIOR 57UM NALL5 AT HALF STORY HEIOHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES TAX MAP # UNSUPPORTED EDOE SEAMS OF EXTERIOR 5HFATHINO. USINO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF: INED FOP, SUPERVISION OF THE NORK AND 15 PROPOSED SECOND FLOOR PLAN 12. THE ARCHITECT IS NOT RETA A5TM V5456 STANDARD SPECIFICATION FOR EVALUATION OF RESPONSIBLE FOR DEVON INTENT ONLY. 14. PROVIDE 'X' OR055 BRAOINO AT JOIST5,5TUDS, AND RAFTERS NHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, TH15 DOCUMEN, THE ZONINO DISTRICT R-40 EXCEED &'-0" AND AT EVERY e>'-O". OOVERNINO BUILDINO CODE, AND ANY ADDITIONAI REGUIREMENTS AS OBTAIN CERTIFICATE OF OCCUPANCY. uj 15. THE CONTRACTOR SHALL SET FORTH IN THE MANUf�AOTURERS CODE EVALUATION REPORT. LOT AREA 0.54 15. TOF PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAC7E 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL 0-005. 1.5. PREFABRICATED NOOD TRU55ES: ASSEMBLIES U51NO PREFABRICATED TIMES. AT THE C_ HOOP TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT, THE FEt-1.A FLOOD ZONE x DWV WATER SUPPLY RISER 0 RUBBISH, KASTE MATERIALS, TOOLS, ETC., CLEAN OLASS AND LEAVE NORK OMr1LE7ION OF NORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS APPRE55ED IN FASTFNINC7 50HEDULE AS OOVERNINO BUILDINO COME, AND ANY ADDITIONAL REGUIREMENT5 AS 4 Ljj AN. NECESSARY. SET FORTH IN ANSI/TFI I NATIONAL DESION STANDARD FOR, METAL PLATE CONNECTED NOOD TRUSS CONSTRUCTION, THE TRUSS DESION DRANINOS, ,AR.RY NORKMANS COMPENSATION AND OENERAL 15. THE CONTRACTOR SHALL r IT PROVIDE ALL NAILINO AND STRAPPINO ADDRESSED ON PAOF-5 0-005. OR THE MANUFACTURERS 00r;)F- EVALUATION REPORT. HABITABLE SPACE EX15TINO PROPOSED _j LIABILITY INSURANCE. ALL SHALL COM'OLY NITH STATE AND LOCAL 001;�F_5 AND ORDINANCES. 15. AT "NET HALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER 001�)E. 1.6. OYPSUIM: OYP51JM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL OENERALLY, SEPARATE DOUBLE JOIST THE THICKNE55 OF NALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 05(o SPECIFICATION rOR 5YF5UM BA5EMENIT AREA 0 S.F. S.F. 16. THE CONTRACTOR SHOULD FULLY OUARAWEE HIS NORK AND THE NORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. NALLBOARD, A5TM 05-7 SPECIFICATION FOR OYPSUM LATH, OR AsTM C-7q THE 51,15-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE 'i'EAR. AFTER SPECIFICATION FOR 0YP5UM 5HEATHIN6 BOARD. FIF,57 FLOOR AREA 1,044 S.F. i 1,044 S.F. COMPLETION OF PROJECT. 1q. AT ROUOH OPENINOS PROVIDE ALL APPLICABLE NAILINO AND STRAFFINC-7 AS PER FAOE 0-003. Il. HARDBOARP: HARI;IBOARD USED IN A STRUCTURAL APPLICATION SHALL ONNER, SEr_,ONC� FLOOR AREA 1,05a S.F. I'l-7(o S.F. IT THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE MEET THE PROVISIONS OF AN51/AHA A155.4 BASIC HARDBOARr�` OF ARCHITECT/ENOINEER, AND THEIR AOENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRE55LJRE PRESERVATNELY TREATED LUMBER IN ANSI/AHA AL55.6 HARDE30ARD 51PINO. AOAIN5T ALL CLAIMS, PAMAOES, LOSSES AND EXPENSES, INCLUDINO ACOORDANOE wl ANPA 022;NHERE DRILLIN& AND/OR OUTTIN6 OCCURS, FIELD TOTAL BEE)ROOM COUNT ATTORNEYS FEES ARISIN6 OUT OF OR FZE5ULTINO FROM THE PERFORMANCE OF TREAT LUMBER W COPPER NAFTHENATE NHICH SHALL CONTAIN 2% COPPER 1.6 5TFWCTURAL PANELS: THE NORK PROVIDED THAT ANY SUCH CLAIM, DAMA5E, L055 OR EXPENSE (A) METAL BY REPEATED 5RU5H]NO, DIPPIN5,OR 50AKINO UNTIL THE NOOr'> 15 ATTR15UTAE3LE TO BODILY INJURY, 51,'-KNESS, DISEASE OR DEATH OR TO ABSOR55 NO MORE. ALSO, FOR HARDNARE USED NITH F.T. LUMBER, I.&J. PLYNOOD: PLYV400D U5EP IN 5TRUOTURAL APPLICATIONS 5HALL INJURY TO OR DESTRUCTION OF TANOIBLE PROPERTY (OTHER THAN THE NORK CONTRACTOR 15 TO INSTALL HARDNARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE ITSELF INCLUDINO THE L055 OR USE RESULTINO THEREFROM). (5) IS CAUSED IN MANUFACTURER SUCH AS: HANOER5, NAILS,5CREN5, FLA5HINO, ANCHOR BOLTS, VOLUNTARY PRODUCT 57ANDARD I (PS 1) CONSTRUCTION AND NHOLE OR IN PART BY ANY NEOLIOENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDOER BP,,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYNOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO COA ARE TO REPLACED NITH F.T. PRODUCT STANDARO 2 (PS2) PERFORMANOE STANDARD FOR EMPLOYED BY ANY OF THEM, OR ANYONE FOR NHOSE ACTS ANY OF THEM MAY NOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE COPE BE LIABLE REOARPLE55 OF NHETHER OR NOT IT 15 CAU5EI:;) IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLONNO: EVALUATION REPORTS. PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST Mc.MILLIAN IAE MICROLAM 5. CDEOROIA PACIFIC 2.OE O-F LAM I.b.2. ORIENTED-5TRAND BOARD (055), NAFERBOARr;� ORIENTED-STRANP le,. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUIPIN5 FSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR NAFER50ARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-NORK, BLOCK-NORK, FRAMINO, NAILINO, PLACINO A. TRUSS JOIST McMILLIAN 2.OF_ PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY I OF CONCRETE, ETC. ARE To BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5FEC.'s PRODUCT STANDARD 2 (F52) PERFORMANCE VOLUNTARY PRODUCT To BE SURE THEY ARE IN ACCORDANCE V41TH THE PRANIN55, 5PEOIFICATION5, INSULA710N FENE57RA71ON F,,EOUIFP�E��ENTS STANDARD FOR NOOD-BA5EP STRUCTURAL- USE PANELS OR APPLICABLE CODES ANP OOOD PRACTICE. DEVIATIONS FROM THE PRANINC75 22. I-JO15T FLOOR SYSTEMS SHALL BE IN ACCORDANCE NITH THE NOOM APPLICABLE COPE EVALUATION REPORTS. AND SPECIFICATIONS NILL NOT BE PER�-`IITTEP NITHOUT NRITTEN FRAMINO MATERIAL STANDARDS 5ECTION,THF r7OVERNINO DUILDINe CODE, AUTHORIZATION OF THE ARCHITECT/ENO-INEER. AND ANY ADD1710NAL REOUIREMENT5 SET FORTH IN THE MANUFACTURERS I.e>3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A20,e),I AND ANY FROf=05F_r�) C�ESION f=RE5CR1FTM`_1 VALUE 4 1q. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DfZAV4INGS rOMFONENT C,0Mf=L1E5 REOUIREMENT5 AS SET FORTH IN THE MANUFACTURERS COVE I NEEPIEV, UNLESr, OTHEFRAISE 17fr-=N=)ION5 AND CONDITIONS 25. NOTCHES IN THE TOP OR B0770M IF-17C"2 OF 50LID 5ANN RAFTERS SHALL EVALUATION REPORT. VALUE rITATION (FEF, 2020 N'-r 5 E C,C,r-,) FERTAININ5 ARE TO BE FIELD VERIFIED. NOT BE CUT IN THE MIDDLE ONE-THIRr/ OF THt F-AFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEEz, ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REOUIREr�o ALL EX15TINO NORK RAFTER DEPTH. HHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANS1/AHA A1014.1 CELLUL05ir, AHICH INTERFERES AITH NEA CONSTRUCTION IN A NORKMANI LIKE MANNER. ��MAX. U-VALUE 0.52 U-VALUE 0.:25 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. E30RED HOLES ARE LIMITED FIBERBOARD OR A5TM 020e) STANDARD SPECIFICATION FOR FENESTRATION U-VALUE MAX. AIR LEAKAOE = 0.50 CFM/Sr- YES IN DIAMETER TO ONE-THIRD THE ACTUAL rAT-TIER DEPTH AND THE E05E OF THE OELLULOSIC FIBER INSULATINO BOARD. AIR LEAKAOF 0.50 OFM/SF I 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS I PER R402.43 4 TABLE R-402.1.4 i- GL I MATE ZONE -+ !! HOLE SHALL NOT BE CL05ER THAN 2 INC��-5 TO THE TOP OR BOTTOM EDOE5. SPECIFICATIONS,UNLE55 NOTED OTHERINISE. - 1.&.5. 5TRUCTI)RAL PANEL 51 D I NO STRUCTURAL PANEL 5 1 D I NO USED I N 24. NOTCHES IN EITHER EMOE OF STUDS SHALL NOT BE LOCATEP IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REOUIREMENT5 OF U.e. 1 MIN. R-VALUE o (r-.A\/17Y) A7" INTERIOR OF NALL 22. PROVIDE FIREBLOOKIN6 AS PER NEN YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE 57UD LENOTH. NOTCHE5 IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 5ASEMENT NALL R=15 BATT INSULATION a INTERIOR YES 7TH SHALL NOT EXCEED 25%OF THE ACTUAL DEPTH. BORED I PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) THE STUD LENC R-VALUE: 25. PLEASE NOTE THAT THESE FLAN5 ,ARE PROTECTED A&AIN5T ANY (PS- 1), THE 0OVERNINO BUILMINO COPE, AND ANY ADDITIONAL HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDOE REOUIREMEN75 AS SET FORTH IN APPLICABLE COME EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL NORKS OF THE HOLE SHALL NOT BE OL05ER THAN 5/a" TO THE EDOE OF THE STUD. REPORTS. COMPLIANCE STATEMENT: OOPYRIOHT PROTECTION ACT OF Iq11O (ANOPA), NHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME OR055-5ECTION. TO THE BEST OF MY KNONLEDOE, BELIEF, AND PROFE55IONAL JUDOMENT, THESE PLANS AND5PECIFICATION5 ARE IN CODES AND REFERENCE STANDARD: 2.2. FASTENERS AND CONNECTORS; ALL FASTENERS AND CONNECTORS SHALL COMPLIANOE NITH THE 2020 NY5 ENEROY CONSERVATION CON57RUCTION OODE USINO CHAPTER 4 [RE]. 1. ALL NEN NORK PERFORMEP SHALL CONFORM TO THE 2020 NEN YORK 25. FOR NEN NALL5, A PERFORATED 5HEARKALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUOH M 2.2.1. STATE BUILDINO CODE, 2020 NEN YOR< STATE RESIDENTIAL CODE, 2020 CONTRACTORS ATTENTION 15 DIRECTED TO THE: APPLICABLE DETAILS, NEA YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEN YORK NOTES, AND TABLES ON PA&E 0-005 4 6-004. THE FA5TFNIN5 SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY NITH AN51/A5MF- B la.2.1 5OUARE AND z STATE ENER6Y CONSERVATION CON5TFWCTION CODE. SPECIFIES THE RII NAILING, FOR, THE SHEATHINo (ANY NAILINO HEX BOLTS AND SCREN5 (INCH SERIES). uj SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENINO :2. REFERENCE 5TANDARI�� USED FOR ALL NOOP FRAMINO, CONNECTIONS OF SCHEDULE). HOLVONN5 OPERATE IN cONJUNCTION NITH THE PERFORATED 2.2.2. LAO 5CRENS: LAO 5OREN5 OR LAO BOLTS SHALL COMPLY NITH AN51/ 0 7 '77`077- r _,,T -,-. r�-777�,-7�77-77 z NOOD FRAMINO, AND CONNECTION TO FOUNDATION - 201e, INOOD FRAME SHEARKALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEO.'s). ASME 515.2.1 5GUARE AND HEX BOLTS AND 5CREN5 (INCH SERIES). CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION HOLDONN LOCATIONS ARE SPECIFIED ON THE FOUND./r-LOOR PLANS. r zlt, (AFsPA) AMERICAN NOOD COUNCIL (ANC). 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES > LIJ SHALL MEET THE REOUIREMENT5 OF AN51/TFI I NATIONAL PE515N 26. COLUMN BEARINO, AS FOLLON5: -3f! '1's 5. ALL PLUMBINO NORK SHALL CONFORM TO THE 2o2o NEN YORK STATE NOOD F05TINO To BE BLOCKED 50LID TO FOUND. NALL Pq/ END ORAIN, " Flo STANDARD FOR METAL PLATE CONNECTED NOOD TRUSS CONSTRUCTION, If THE OOVERNINO EUILPINO CODE, AND ANY ADDITIONAL REOUIREMENTS PLUME31NO CODE. TREATED NOOD 4 FLA5HINO. STEEL OOLUI,1N5 ARE TO BEAR UPON FOUND. -SHRINK OROUT. NALL H/ STEEL SHIMS 4 A MIN. 5/4" OF NON 4,�1, uj 2 7) BOLTS v,NEN FOUND. NALLS). FOR ANY P�` ,6 AS SET FORTH IN THE MANUFACTURERS COr7)F_ EVALUATION REPORTS. TO THE 2020 NEN YORK STATE 4. ALL MECHANICAL NORK SHALL CONFORM SECURE W (2) 1/211 4) ANCHOR BOLTS (4" LON5 EXPANSION BOLTS a e� MECHANICAL CODE AND 2020 NEN YORK STATE FUEL OAS 00r�E LONO HOOKEI 2.2.4. METAL CONNECTORS NHERE METAL PLATE OR 5TRAFFIN67 51ZE AND a EXIST. NALLS 4 12' T" L -TO -OR FzEo�iRizr SAOE ARE SPECIFIED, MINIMUM A5TM A(955, STRUCTURAL GUALI-TY, POSTINO 0 O.M.U. NALL SEE PLAN r > REINFOROINO (a MIN. 16 C W, 5. ALL ELECTRICAL NORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC NIDF- 5 COURSES OF 50LID 5RICK MA50NRr CENTERED a P05TINC7, U.O.N). ORADE 53 STEEL SHALL BE USED. OTHER METAL CONNEOTOR5 SHALL f-. "'A4 COME, NFPA AND 2020 NEN YORK 5TATE ENEROY CONSERVA71ON iv, - BUILPINO COME AND ANY PROJECT: HOI,^EVER, NHEN COLUMN OR POSTINO 15 PART OF THE LOAD PATH FOR USE MEET THE REOUIREMENTS OF THE OOVERNINO k,411.111iell�.11`1 CONSTRUCTION COPE 11 , F IN A SHEARNALL, ALL ANCHORS MAKINO AN ATTACHMENT ARE TO BE W ADDITIONAL REOUIREMENT5 AS SET FORTH IN THE MANUFACTURER'5 T A, 4 4 n, �k' 'N� v, LL HARDNARE (wl NOTED VALUES) ANr STANDARD SHEARKA, �HOR BOLTS, COPE EVALUATION REPORTS. T "0 'o, v RL OENERAL P41ND PROTECTION CONNECTION NOTES: U.O.N. NITH TOP OAF15 a STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONO 2.2.5. NAILS: NAILS SHALL r ,OMPLY NITH A57-11 F ob-1 STANDARD v, N/6" RISE 4 &-4/ (2) 5/414, E30LTS THR.OU0H CENTER LINE OF VERTICAL LE55 j ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL HIGGINS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SS. to .50 1116H NIND EDITION NOOD FRAME CONSTRUCTION;5STD IO-cIq AND 2019, 5: SET 6" D15T.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAOE 5-005. 'e 'p OLAS5 NINPON5 AND DOORS CON57RUCTION A CONTINUOUS LOAD PATH BETNEr A". 2.2.6. PNEUMATIC NAILS ANP STAPLES: PNEUMA71r -TAPLE5 NAILS AND S RESIDENCE zIq FOOTINOS, FOUNDATION KALLS, y" SHALL MEE RNINO BUILDIN& r -F SPECIFIED. T THE REOUIREMENTS OF THE 6OVE -ODE FLOORS, STUDS AND ROOF FRAMINS SHALL BE PROVIPED. 1. ALL OLA55 TO BE INSULATED LON UNLE85 OTHERAISF AND ANY ADDITIONAL REOUIREMENTS AS SET FORTH IN THE F% 4 - __ ` ,`! ",-�P f ALL NOT 6E INSTALLED UNTIL PROPER MANUFACTURERS CODE EVALUATION REPORTS. �vz 4 -w, y :2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENINO DEVICES NOT 2. &LASS DOORS AND NlNr;�ONS SH lip p if if INCLUDED IN THE STANDARD BUILDINO CODE, SECTION 250(o OF IE30 SHALL CLEARANCES ARE PROVIDED. v 4� f , , il'., -", 2150 THE LONG WAY LANE :2.2.1. SCRENS: SOREN5 SHALL COMPLY V41TH ANSI/A5ME B 15.6.1 BE USED IN ACCORDANCE NITH MANUFACTURERS RECOMMENDATIONS. NOOMSOREN5 (INCH SERIES). 7LA55 DOORS, SKYLIOHTS,AND ANY CLASS UNIT INSTALLED . ... 5. ALL SLIDINO C tit,, 5. METAL PLATES, CONNECTORS, SCREENS, BOLTS AND NAI L5 EXI EAST MARION, NY, 11939 NITHIN 1511 OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED OLA55, 0 VZ; g DIRECTLY To THE NEATHER OR SUBJECT TO SALT CORROSION IN COASTAL UNLE55 OTHFIRNISE NOTED. MECHANICAL CONNECTIONS: �J` T %-F AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED OALVANIZED. ell f 4� i" _u, Z q 4 NHERE NINDOV45 AND DOORS INTER i4 -F,' f1g,a a 4. ALL OLA55 UNITS SHALL BE INSTALLED IN 5TRICT ACCORDANCE NITH I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE T i�4 ,RUP MANUFACTURER'S SPECIFICATIONS. 5UE35TITUTEn NITH AN APPROVED EaUAL PRODUCT. AP� "i,n, x, 4Z- T V400D STRUCTURAL PANEL DRAWING TITLE: SHEATHINO ANDI SIDINO, F & zi, 5. ALL NINDON5 70 BE CAULKED A --e A , RAMINS ANCHORS OR CONNECTORS SHALL BE _> BOTTOM OF CRIPPLE STUMS, HEADF =ALEV A8 PER NEN YORK STATE _R STUDS NP 5r 2. THE SUE35TMTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECF71E z '-�,i e_ PROVIDED AT THE TOP ANr PROJECT LOCATION & SCOPE ENEROY CONSERVATION CONSTRUCTION CODE. AND AT LEAST ONE STUD AT EACH 51DE OF OPENINO. BY "SIMPSON" MANUFACTURER. 4',jo q�, 4t Q� V 6. PROVIDE FLA5HIN& FANS UNDER ALL SLIVIN55LAS5 DOORS, NINPONS, OR -XACTLY OR EXCEED VALUES T SITE PLAN & ZONING DATA 5. RIDOE STRAPS SHALL BE ATTACHED TO EACH FAIR OF OPPOSINO 5. ALL LOADINO CAPACITIES SHALL MATCH E: W- v pet- p� ANY OTHER TYPE OF OLAS5 UNIT NHEN NITHIN &"�F AN EXTERIOR SURFACE. 1;IQ�A RAFTERS EXCEPT NHERE COLLAR TIES OF I'Wo" OR, 2"X4" LUMBER 15 INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL OE AND ATTACH TO EACH FAIR OF j' OF ATTIC SPA LOADINO VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOCATED IN UPPER THIRD T ALL EXTERIOR DOORS ARE TO BE NEATHF A *Wit -REC57RIFFED AND PROVIDE ALL RAFTERS. LOADINO VALUES ARE LE55 THAN NHAT ISSFECIFIED BY "SIMPSON" U �4 5C,REEN5 AND HARI;�HARE NECESSARY FOR FROER FUNCTION OF SUCH UNITS. �H RAFTER 5EARIN0. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT MIFFED OALVANIZEt�� LL BE FIR A' 6. UPLIFT CONNECTORS SHA OLAS5 e?. ALL OLA55 15 To BE FREE OF SCRATCHES AN� IMPERFECTIONS. N, f .OVIDEP AT EAr I'll I PAGE: e e. "P, SIFICATIONS OF THE PRODUCT BEINO INSTALLED. MANUFACTURER 5PEr 16" NITHIN 4' OF EX j f AND EVERY SHOULD BE OUARANTEED BY THE MANUFA071JREFFOR A PERIOD OF 5 YEARS. 5. INSTALLATION PROCEDURES SHALL ALKAYS BE CARRIED OUT AS PER -1. FLOOR TO FLOOR HOLV-DONN5 TO BE PROVIDED EVERY 45 K" 1k W' i ,; w it (I. ALL AINDON5 TO BE ANDERSEN. IF OON7RACTR 15 TO SUBSTITUTE NITH _SDNISIBILITY OF THE e?. SILL PLATE ON ANCHORAOF;SILL PLATE- ANOTHER NINI;)ON MANUFACTURER, IT 15 THE RE 70 FOUNDATI 5HALL BE ANCHORED 6. ALL FA57ENINO CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 7� v, 4 7z -Rlrlr,S OF THE NINMON MATCH TO THE FOUNDATION AITH ANCHOR BOLTS HAVINO A MIN. BOLT DIAMETER CONTRACTOR TO VERIFY THAT THE CHARACTF SPECIFICATIONS OF THE PRODUCT BEINO INSTALLED (m) 10 0 7 e- 41, .4, ii-, V� k ZO CHARAOTIER15T105 ARE AS FOLLO 1. VARIATIONS IN CONNECTOR CONFIOURATION SHALL BE APPROVED BY ,5EN NINVO SPECIFIED. THE THE CHARACTERISTICS OF THE ANI�)ER OF J" AND 5"x5"Xi" NASHER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE N5, BUT NOT 1-11TEE) TO: PF-51ON PRESSURE, PROVIDED NITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR H ot �A =nMENT OF T' IN OONCRETE/MASONRY ROUOH OPENINO, U-FAOTOR, LIOHT AREA,VENT AEA, AND E&RE55 ARCHITECT t 4 h,`�, �411,,I I I BOLTS SHALL HAVE A MINIMUM EM13r m F REGUIREMENT5. �ATED V41THIN 12" OR LOr CORNERS -HOR BOLTS SHALL BE FOUNDATIONS. ANr 6. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM '71, ila i"', 4 At Ai, J, DATE: 04/16/21 ,ENTER. AND AT 5PAOINO NOT EXOEEDINO 4' ON C I OF5 M, 10. NINDOP45 IN TUB/5 "Ay e", TEMPERED OLA55. BEAM HANOER ONLY ALONO NITH SPECIFICATIONS L15TED ABOVE. . ..... HONER ENCLOSURES AND N14IN 5TAIRAAYS SHALL BE HANSER SHALL BE ALLONED TO BE 5UE35TITUTE:D NITH A TOP MOUNT.Er�) _t""'v A. X, y i�1,., `rF5UM NALL BOAR 60. :In,��; ni, "0 C7 D BE OF A TAPE JOINT AND JOINT 11. EXTERIOR OLAZIN& SHALL BE PROTECTED FRd AINDBORNE DEBRIS. 4 4 V, A 1. OYP5UM NALL BOARD 5YSTEM5 SHALL *;-o LAR6E INSULATION COMPOUND METHOD. &LAZED OPENINO PROTECTION SHALL MEET THE EOUIREMENT5 OF THE 4" �q M1551LE TEST OF A5TM EIC1616 AND A5TM El&&(o A MODIFIED BY 2020 NYS, aC 1. ALL EXTERIOR NALL5 AND ROOFS SHALL BE NSL)LATED NITH FOIL FACED OF FIBER �_U ,TION SHALL MEE SLA55 BATT INSULATION BY JOHN MANVILLE OR. APPROVED EOUAL. j N & UNLE55 #rni _T LL BE 1/2" ON KALLS AND 5Er % ,2. ALL CYP5LJM DOARDSHA TION 501.2.1.2.1. OARAOE DOOR OLAZED OPENO PROTEC APO ooMS AND NHERE T-R.EISTANT 57ANDARD OR FOIL TO BE PLACED TONARM NARM SIDE. V KATER RESISTANT (N.R.) AT BATHR THE REGUIREMENTS OF AN APPROVED IMPAr ,�, "t, ;_" " 'i, __.. 4� - � ak, o" OTHERNISE NOTED. .. 'i , %� , ,�A ""04, 4, 2. PROVIDE 2" R -71D FOAM INSULA71ON FOR FOUNDATION 4 DEEMED APPLICABLE. AN51/PASMA 115. z N1, -t -10 RIC 5. 5/5", ONE HOUR RATED, TYPE 1XI Or`P5UM BOARD ON OEILIN5 AND NALL5 TO NOTE #11 ABOVE, NO05TRUICTURAL PANELS NITH KALL5 FROM 6" BELON ORADE TO 24" BELON ORAME: IF ME51RED BY 12. AS AN ALTERNATIVE F, CONTRACTOR OR ONNER. CARE SHOULD BE TAKEN NOT TO PAMA6E .4'. V, ,INO -OTION. PANEL5HALL BE PRECUT AND IN EAr SH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUC 4, EOUIPMENT To EXTEND THREE FEET A THICKNF-55 OF NOT LF-55 THAN a" AND A SPANF= NOT MORE THAN e,' 5HALL FOUNDATION NATERFROOFINO. BE PERMITTED AS OLAZINO PROTF 4, r 2 ON NOOn FRAME, INSTALL RoUNr,>INO THE ONNO. PANELS SHALL BE tit k- EOUIPMENT, CONCRETE FLOOR OR IF PLACEr ATTACHED TO THE FRAMINO SUR 41\�, - cl" R-50 FOR FLAT r k -L, 3 ICKNES5 MINIMUM. 5. OENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOV45: e, V:14.�ii� CONCRETE PANELS OF 5/5" TH FREDRILLEP AND SECURED NITH THE ATTACHMEWARDk�ARE PROVIDED AS PER THE ANOHORAOE METHOD SELECTED IN ACOM)ANCE NITH TABLE EILIN05 D EVC - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILINS5 4. FIN15H JOINTS, J-BEAD5, 7E5 SHALL BE ATTACHMENT HARDNARE SHALL BE FIMANENT IS�- 4,; A 2i�-V, f-'t,, "", NAIL DIMPLES, CORNERS, AN R501.2.1.2. 54 :f C) N 24 HOURS PERMANENTLY INSTALLED - 55" R-15 FOR 2"x4" NALL CONSTRUCTION 71 .1, j TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLO CORRO51ON-RE51STANT AND THE ANCHORS 5HALBr 1 1, 1. '. ,,"� I I�,"' ", I I z,\11 - if -r To BE SANDE - 5.25" R-21 FOR 2"xb" NALL CONSTRUCTION M ''I �: " " �\�\.�..�,,, , � SMOOTH. 5. To DRY BET14EEN COATS. FINAL COA ON THE BUILDINC - 5.25" R-21 FOP, FLOORS 511 0 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUNP N' ALL OPENIN05. LOCATION MAP 6. FASTEN c7yPSUM BOARD AS PER FASTENINO SCHEDULE ON FAOE 0-005. 'SCALE: NTS 1 • A V� II- _ NEW PARTIAL HEIGHT O EXISTING TO BE DEN'OLI5HED WOOD W Z O FRAME (L.6. STL. W D N vi EXISTING TO REMAIN WHEN APPLICABLE) J STL. WHEN APPLICAE';LE) Q LJJ WOOD FRAME (L..O. NEW FOUNDATION WALL NEW NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL I -I WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS (MIN. (2) 2"xb" STRUCTURAL LO J ' H J WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. O O NEW 2-HR FIRE RATED O O WOOD FRAME (L.O. STL. a WHEN APPLICABLE) Z m �. O FLOOR PLAN NOTES '� F- � DOOR NOTE: Z O I. INSTALL NEW INTERIOR DOORS WHF-N GALLED O FLOOR DRAIN: L11 NEW 3' GUARDED FLOOR DRAIN w/ 3" TRAP � � J OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). J 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED Z OUT ON PLANS BY 'THERMATRU' (02 EQUAL). NEW FLOOR: O 5.DOOR TYPE TO SELECT O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE +s: SCREW); 'J O 4.INSTALL AS PER MANU SPEC.'S SCREW PERIMETER OF SHEATHING 4" O.G. $ 12" O.G. ® Z 5.PROVIDE (2) 2"x5" HDR., U.O.N. INTERIOR. 4.5EE PAGE 0-005 FOR ALL OTHER FRAMING 2.NEW FINISHED FLOOR PER H.O. SELECTION Q Z vq ELEMENTS AROUND DOORS (TYP. F`OR ALL) U.O.N. SMOKE DETECTOR / GO DETECTOR NOTES: 5., w CD N WINDOW NOTE: O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT r{ O I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDER5EN SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. O (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 2.INSTALL ALL AS PER MANU. SPEG.'s ri J O SUBSTITUTIONS,SEE NOTE #a IN "GLASS WINDOWS 5. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR AND DOOR5" ON PAGE 0-002 IF CASEMENT IN COMPLIANCE WITH LOCAL CODE WINDOWS - ALL GSMNT WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNS WNDWS TO BE FIRE RATED DOOR: W TILT WASH O 39-X6A 45 MIN. SELF-CLOSING STEEL DR. Er5.ALL &LAZING WITHIN IS" OF FF TO BE TEMP. &L. 4.5EE PAGE 5-005 FOR FRAMING r:LEMENT5 AROUND WINDOWS (TYP. FOR ALL) U.O.N. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 8O VENTILATION 15 NOT MET BY MEANS OF NATURAL Lll EORE55 NOTE: CIRCULATION THROUGH WINDOW V 5 OR DOORS TO IN COMPLIANCE WITH NEW YORK STATE BUILDING OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION H CODE, SECTION R510.2.1;THE FOLLOV4INS MEANS OF 405.5.2.5; INSTALL AS PER MANU. SPECS EGRESS SHALL BE FOLLOWED: TYPICAL MECHANICAL ROOM NOTES: NET CLEAR OPENINO........... 24 S.F. NET CLEAR HEIGHT............... 2 O 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY 2. FOR ND. FR. GL6"PUROCK" (OR UAND/OR WALLS - PROVIDE (1) NET CLEAR WIDTH................. 20' MINIMJM BOILER ' 11 NEW LAUNDRY ROOM: LAYER OF 5/8 TYPE llxll GYP. BD. UL U505 (OMIT ON I 3 I. NEW WASH / DRY HOOK UP GONG. WALLS) .. . 2.COORDINATE LAUND. ROOM d DOOR DIM.'s 5. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NY5 MECH. AND FUEL GAS GODS w/SIZE OF EQUIP. 4. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE " 5. PROVIDE HOOK UPS AS REO'S PER MANU. FRESH AIR INTAKE FROM EXTERIOR 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL cv OIL EMERGENCY SHUT OFF SWITCH it TANK DRYER EXHAUST NOTE: 6. FOR GAS SERVICE, PROVIDE SAS SHUT OFF SWITCH - NEW 1. DUCT SHALL TERMINATE TO EXTERIOR 'T. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER = NEW MECH. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY p CLEARANCES AS PER CODE ROOM Ib 5.F. m c OPENINGS 5. PROVIDE 5" FLOOR DRAIN d CONNECT TO EXISTING n I8?S.F. NEW 5.DUCT SIZE AS PER MANU. SANITARY SYSTEM AS PER NYS PLUMBING CODE I 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO j 02 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM -- j OI SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO EXCEED 8 I FEET AND SHALL BE LISTED AND LABELED m IN ACCORDANCE WITH UL 2155A. 00 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I I I RUNNING IN THE DIRECTION OF AID: FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 14'-10" 1 SCREWS O "1. MAX. LENGTH SHALL NOT EX0==12 25 FT FROM DRYER11 LOCATION TO THE ALL OR ROOF TERMINATION. THE 14-0 W MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 410° I = BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. . ' ;�D 1 I i I I I I 01 6 5M/GO 1 I u, pl NEW RECREATIONAL AREA in I sas s.F. Z a1 i LLI , I I O o - -- - ---- - - --- ----a -- --- 8 w � i I _ \ o \ NE BATHROOM � ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN, INSTALL AS PER MANU. &PEG.s. SEE PAGE „G_003" FOR NAILING 4 _TRAPPING PROJECT:O 1 DETAILS__._.... WINDOW CHART 1 � H I G G I NS E EGRESS �..�� ►U 3-l0' RESIDENCE ROUGH OPENING WINDOW PIMEN51ON CLEAR OPENING TAG TYPE MODEL # o OPEN REQ D 50115.F. 1 WIDTH ii HEIGHT WIDTH HEIGHT It HEIGHT a'D: :24" = s LJ / N _ _ 2150 THE LONG WAY LANE _.._:. k A DOUBLE-HUNG WDH210410 V-0 V-O " 2'-II 5'-0 �" EORF-55 ' EAST MARION NY 11939 � 2 2 I I 4-O w A PICTURE P3040 � 2"' ' ... 4-� i I II - - _ �� t �t 'fRAN50M � � B A O� DRAWING TITLE:BI n I'-8 I HALFGIRGLE GTGXWI 3.0 1 [-8 � } 2-I I � i' �� i i - _-- -- ----- _ _.. ..__.__ NEW - - � p UTILITY ROOM in DOOR SCHEDULE . . - 155oI PROPOSED FOUNDATION PLAN DOOR MATERIAL ... ' DESCRIPTION TAG D i O € NOTES I'I / 150 AMP WIDTH HEIGHT h d C� ELECTRICAL PAGE. O I' I I { PANEL0 :1 A 0 . � III ' BASEMENT ;I ---INTERIOR -- ,� . .... _ t_ t� �_ �� FROFO5E� FDUN�r�TI ON FLAN _-- - -_ -II - 1 -- --_I BI FOLD b O b 8 • &0 a S.F. HA51 TA5LE SP�:GE; 1 ,04-4 S.F. DROSS AREA SCALE: I/4" = I'-o" 2 SINGLE HINGE_ 2 10 - 8 -- DATE: 04/16/21 2 OF 5 - - - SINGLE HINGE' 3'-O" b'-8" • �, ( I'I 3 � I• ' 4 SINGLE HINGE" 2 411 b-8 • 5 SINGLE HINGE= 2'-8" ti b'-5" • - ----- Z D, , �, �I I INTERIOR - FIRST FLOOR Mm r�'fO AY'v.9...� fv' �� j i a ti b POCKET DOOR 2 6 b 8 • ° ' Ii i i u i_ a � • 1 SINGLE HINGE 2'-8" 6'-8" t • 8 POCKET DOOR 2'-4" • ' p�{ I _ INTERIOR - SECOND FLOOR Q ! 51NOLE HINGE 2' 10" 0ENERAL 5"*'1�E�OL <EY . ! n. U - - EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT z WOOD FRAME (L.G. 5TL. O LLj N WHEN APPLICABLE) J r$ EXISTING TO REMAIN. I L_.G. NEW FOUNDATION WALL NEW WOOD FRAME ( - ::I` Ii !i: _,.-':r ,;,i_ LiJ Q i W >- 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL OJ _ z Z c POST FOR 4" WALLS _ WOOD FRAME (L.G. _%. f-- J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo POST FOR b" WALLS), U.O.N. O O O NEW 2-HR FIRE RATED O O WOOD FRAME (L.G. 5%. CL Ln W WHEN APPLICABLE) - Z 4tt m FLOOR PLAN NOTES _ cr Z w J DOOR NOTE: FLOOR DRAIN: OI. INSTALL NEW INTERIOR DOORS WHEN GALLED O NEW 5" GUARDED FLOOR DRAIN w/3" TRAP Q OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED Jz CD OUT ON PLANS BY 'THERMATRU' (CIR EQUAL). NEW FLOOR: 3.DOOR TYPE TO SELECT O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE B 5CREW); C) J ,� O 4.INSTALL AS PER MANU 5PEC.'s SCREW PERIMETER OF SHEATHING 4" O.G. $ 12" O.G. 3.PROVIDE (2) 2"x8" HDR., U.O.N. INTERIOR. Z >. 4 4.5EE PAGE 0-005 FOR ALL OTHER FRAMING 2.NEW FINISHED FLOOR PER H.O. SELECTION Q z ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SMOKE DETECTOR / GO DETECTOR NOTES: LL1TA WINDOW NOTE: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT Lo w TA O I. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN SMOKE / CARBON MONOXIDE COMBINATION DETECTOR ~400 SERIES CASEMENT,DOUBLEHUNO, OR GLIDING HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. O (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR 2.INSTALL ALL AS PER MANU. 5PEG.'s SUBSTITUTIONS,SEE NOTE #11 IN "GLASS WINDOWS 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR AND DOORS" ON PAGE 0-002 IF CASEMENT IN COMPLIANCE WITH LOCAL CODE WINDOWS - ALL 05MNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG 114NDW5 TO BE FIRE RATED DOOR: W TILT WASH O 30-X611 45 MIN. SELF-CLOSING STEEL DR. 3. ALL GLAZING WITHIN 15" OF FF TO BE TEMP. OL. 4.5EE PAGE 0-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. NEW EXHAUST FAN SHALL BE INSTALLED WHERE O8 VENTILATION IS NOT MET BY MEANS OF NATURAL V ' W EGRESS NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO IN COMPLIANCE WITH NEW YORK STATE BUILDING OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 405.5.2.5; INSTALL AS PER MANU. SPECS U EGRESS SHALL BE FOLLOWED: U J TYPICAL MECHANICAL ROOM NOTES: < ` NET CLEAR OPENIN&........... 5.'T S.F. O Q NET CLEAR HEIGHT............... 24" MINIMUM I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY "DUROCK" (OR EQUAL) - :} b NET CLEAR WIDTH................. 20" MININ'UM 2. FOR WD. FR. CLO. AND/OR WALL5 - PROVIDE (1) LAYER OF 5/b" TYPE "X" GYP. BD. UL U505 (OMIT ON 'S ONEW LAUNDRY ROOM: GONG. WALL5) 3 I. NEW WA5H /DRY HOOK UP ~�•;, 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 3. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE R . 3.PROVIDE HOOK UPS AS REG S PER MANU. - _ --- 0 4. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE FRESH AIR INTAKE FROM EXTERIOR z (2) 2"xb" POST 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH DRYER EXHAUST NOTE: } I. DUCT SHALL TERMINATE TO EXTERIOR6. FOR OAS SERVICE, PROVIDE GAS SHUT OFF SWITCH 7. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY ~` OPENINGS CLEARANCES AS PER CODE NEW GPI 40 q.5" WI F.J. 3.DUCT SIZE AS PER MANU. 8. PROVIDE 3" FLOOR DRAIN d CONNECT TO EXISTING _ ® 12" O.G. SANITARY SYSTEM AS PER NY5 PLUMBING CODE -cV 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER I N PROV. SIM. HANG. 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO i (2) 2"x4" P05T CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q; SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED & FEET AND SHALL BE LISTED AND LABELED Q (2) q.5" LVL FL. HDR. EXIST. IN ACCORDANCE WITH UL 2155A. I - HALLWAY 6.EXHAUST DUGT5 SHALL BE MIN 0.016" THK RIGID NEW GPI 40 q.5" WI F.J. METAL w/SMOOTH INTERIOR 5URF'ACE5 WITH JOINTS cv ® 12" O.G. RUNNINO IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL O6 N SGRE W5 L (2) ci.5" VL HDR. _ 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOT= TERMINATION. THE (2) 2"x4" POST MAX. LENGTH OF THE DUCT SHALL. BE REDUCED 2.5 EXIST LIVING FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° ROOM I I (2) 2"xb" POST-7 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. Li 1 EXIST. DINING ROOM FILL IN WALL I Q Z O O 0 W- - - f-- --- ---- -r--- - --- --- EXIST. BATHROOMLu p I ALL NEW WINDOWS 4 DOORS SHALL 13E ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING ' PROJECT: DETAILS. p HIGGINS WIN©ow G3-�,�RT Q � i _ RESIDENCE ROUP-rHVJPENINC�^ -- WINDOW DIMENSION CLEAR p EXIST. EGRESS X `� ' PANTRY TAG TYPE MODEL # i, OPENING - _ ,WIDTH REOV: 20" HEIGHT REG2'D:24" -wIDTH E HEIGHT- IIOPEN REO'D: 5.1 S.F. N .�1 - - - - - DOUBLE- - - wIDTH HEIGHT 5 T 2150 THE LONG WAY LANE 5 O � I EGRES I I EXIST.WDH210410 3 0 5 0 j 2 11 B PICTUREit KITCHEN GARAGE EAST MARION, NY, 11939 - -- - E II i H 1 II - P5040 2-11 I 4-0 2-11 J 4'-0" FILL IN WALL - - - GTGXWI SI-O f,l I1-B1, I'-81, TRANSOM It B1 HALFGIRGLE 2 n DRAWING TITLE: . .------- � - - - LOOK PLAN PROPOSED FIRST F DOOR. SCHEDULEit � _...__.. ._ .. r...- ._.. DOOR MATERIAL i TAG DESCRIPTION 'I Q 1 N NOTES WIDTH HEIGHT < PA o � GE: l � I�' I 'I j INTERIOR BASEMENT FROPOSEI� FIRST FLOORLAN0 - I _ 1 - - 1,044 S.E. HAE31 TAE3LE SFAr-.,E; 1 =-��70 S.F. �i 055 fi� SCALE: I/411 = 1'-011 II, BI-FOLD 6-O I 6-8 • I SINGLE HIND-E 2'-10"it ATE 0 1 21 2 II 'i � / 6/ 3 OF 5 5 SINGLE HINGE 3'-O" 6'-a" • I 4 SINGLE HINGE j 2-4 6 8 „ • iI - - - - -_ 5 J it SINGLE HINGE 21_a b 8 'k it _ e � x .� INTERIOR - FIRST' FLOORif it _ [J 6 POCKET DOOR 2'-6" 6'-b" ij • fk 7 SINGLE HINGE k 2'-b" 6'-8" j • ! IIIIt -- -- I II ` b •� _.I -^POCKET DOOR 2 4 6-8 • qTC 0- I '�F F INTERIOR SECOND FLOOR � �- I I r - • 'I - -- --q -- I ---- SINGLE HINGE b'-8��- f.L NEW PARTIAL HEIGHTTO BE - WOOD FRAME (L.G. STL. W N WHEN APPLICABLE) ® Z O EXISTING TO REMAINOLISHED , = ,,. EXI5TIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W STL. WHEN APPLICABLE) M z NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL cl) Z WOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F- LID J NEW 2-HR FIRE RATED POST FOR b" WALLS), U.O.N. cr 0 WOOD FRAME (L.G. STL. LLO cr WHEN APPLICABLE) It m - Z O FLOOR PLAN NOTES 3: 0 Z cr DOOR NOTE: FLOOR DRAIN: O uj I. INSTALL NEW INTERIOR DOORS WHEN GALLED O Q OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). NEW 3" GUARDED FLOOR DRAIN w/ 3" TRAP J J ol 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5 NEW FLOOR: Z 0) CD 3. DOOR TYPE TO SELECT O I. NEW PLYWOOD 5UBFLOOR BENEATH (GLUE E SCREW); J T-i Tj 4.INSTALL AS PER MANU 5PEC.'s SCREW PERIMETER OF SHEATHING 4" O.G. b 12" O.G. ® c 0 3.PROVIDE (2) 2"x8" HDR., U.O.N. INTERIOR. Z >- 4 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING 2.NEW FINISHED FLOOR PER H.O. SELECTION ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. w Z N SMOKE DETECTOR / GO DETECTOR NOTES: WINDOW NOTE: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT W W CD O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN SMOKE / CARBON MONOXIDE COMBINATION DETECTOR LO _ TA 400 SERIES CASEMENT, DOUBLEHUNO, OR OLIDIN6 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 2.INSTALL ALL AS PER MANU. 5PEG.'s SUBSTITUTIONS, SEE NOTE #q IN "5LA5S WINDOWS 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR J AND DOORS" ON PACE 6-002 IF CASEMENT IN COMPLIANCE WITH LOCAL CODE WINDOWS - ALL 05MNT WNDWS SHALL HAVE 5TRAICHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE FIRE RATED DOOR: W TILT WASH O 3QX6P 45 MIN. 5ELF-GLO51N6 STEEL DR. 3.ALL 6LAZINO WITHIN IS OF FF TO BE TEMP. 6L. 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. NEW EXHAUST FAN SHALL BE INSTALLED WHERE O8 VENTILATION 15 NOT MET BY MEANS OF NATURAL V EGRESS NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO W IN COMPLIANCE WITH NEW YORK STATE BUILDING OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION f- CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 405.5.2.5; INSTALL AS PER MANU. SPE05 U EGRESS SHALL BE FOLLOWED: Q J NET CLEAR OFENINO........... 5.1 S.F. q TYPICAL MECHANICAL ROOM NOTES: Q NET CLEAR HEIGHT............... 24" MINIMUM O 1. FOR WD. FR. FLOOR PROVIDE 1/2 GONG. BD. BY NET CLEAR WIDTH................. 20" MINIMUM "DUROGK" (OR EQUAL) 2. FOR WD. FR. 01-6. AND/OR WALLS - PROVIDE (1) ' NEW LAUNDRY ROOM: LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON O I. NEW WASH/DRY HOOK UP GONG. WALLS) 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 3. WHEN EXIST., MEGH. EQUIP. SHALL BE VERIFIED THAT w/51ZE OF EQUIP. IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE 4. COMB. AIR VOLUME A5 PER MANU. SPEC.'S - PROVIDE 3. PROVIDE HOOK UPS AS REQ'S PER MANU. FRESH AIR INTAKE FROM EXTERIOR 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - Z EMERGENCY SHUT OFF 5WITGH DRYER EXHAUST NOTE: - -- - ------- - - - _-. j I. DUCT SHALL TERMINATE TO EXTI=RIOR 6. FOR GAS SERVICE, PROVIDE GAS SHUT OFF 5WITGH 2.DUCT SHALL TERMINATE MIN. 4'-0' FROM ANY - ry '-O" --- 1. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 2-O OPENINGS CLEARANCES AS PER CODE EXIST. - 8. PROVIDE 3" FLOOR DRAIN 8 CONNECT TO EXISTING BEDROOM 1 j 4.DUCT SHALL BE5.DUCT SIZE AS !PER w/A I3AGKDRAFT DAMPER --- SANITARY SYSTEM AS PER NY5 PLUMBING CODE GL. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 5 CONSTRUCTION. FLEXIBLE TRANNTION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LP_NGTHS, NOT TO `9 DRAIN cV PE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED cV SLO IN ACCORDANCE WITH UL 2158A. - _ 1 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID Q t 2 METAL w/SMOOTH INTERIOR 5UP.FACE5 WITH JOINTS - x NEW L AUNDRY RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST top - ROOM - BI UCTS .D WITH SHEET-METAL 3 �I B 9GREW5 HALL NOT BE GONNEGTE 2 5. I �. MAX. LENGTH SHALL NOT EXCEE, 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND ;5 FEET FOR EACH 90° BEND. THE MAX. LENOTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DLIGT. I i I I EXIST. BEDROOM I , EXIST. BEDROOM I I I I N l z Li ui EXIST. - - BATHROOM w � I Lii I Q I, II ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN• INSTALL AS PER MANU. SPEG.'s. SEE PAGE "5-005" FOR NAILING B STRAPPING PROJECT: DETAILS. WINDOW CHART EXIST. H I G G I N S EGRESS - - RESIDENCE ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # I OPENING (( I WIDTH REQ D: 20 I HEIGHT REQ'D:24" --------- -- -- --- ---- --- -- -- t I 2150 THE LONG WAY LANE - WIDTH HEIGHT WIDTH HEIGHT !OPEN REOV: 5.1 S.F. - A DOUBLE-HUNG NDH210410 3-0 II 5,-0 II 2-11 J 5-O EGRESS EXIST. MASTER --.:�___..:.. .. ._�._: � - BEDROOM -- ---- - --- - EAST MARION, NY, 11939 I - _ - --- B PICTURE P3040 2=11 4-0 2-I I 4-O I -- -- - DRAWING TITLE: -- -J - - 2'-I I I'-8 TRANSOM - S_o I�_ BI HALFGIRGLE GTGXWI I, EXIST. POSED SECOND FLOOR PLAN DOOR SCHEDULE BATHROOM , f. l DOOR MATERIAL TAG DESCRIPTION O E tf) NOTES , WIDTH HEIGHT O PAGE: l ..I INTERIOR - BASEMENT103 muA -. . ._. _. _ -- - -- ,; - fi�Oi�OS 17 S GON 1�00� PLAN I BI-FOLD b-O 6-511 I I f - - ---- �,. . ..210 = 1,1-76 S.F. HAEITAE LE- SFAGE; 177 5,F. 0ROSS ARF- SCALE: I/4" I'-O, DATE: 04/16/21 4 OF 5 2 SINGLE HINGE 6-8 • � I I I I I 5 SINGLE HINGE 3'-O' b'-8" • i I, I I 51NOLE HINOE2 4 b Ili : - 5 SINGLE HINGE 2'-8' 6'-8" • ,r INTERIOR - FIRST FLOOR7) �I b POCKET DOOR 2'-6" 6'-8" • c L ``✓` -7 SINGLE HINGE I : ' I'I I 8 POCKET DOOR 2-4,� 6 8 • I - I, I INTERIOR - 5EGOND FLOOR b, 8 € • Q SINGLE HINGE CL U Q ,i E- LLJ � Z_ CN O J r-I Q W e-1 S }; S �. Z O � Z J H J Lo a7 C) O C) (- Lo cr >- Wt' m Z Z S Q w J J 00 Z cD O < Z U. w (D ti = Lo w w F— U S J cr- Qr 4" FRESH AIR VENT LL I L THROUGH ROOF O _ v QI � • I I LAUNDRY LAUNDRY I j NOTE I ALL PLUMBING WORK IY I SHALL CONFORM TO 00 I LOCAL PLUMBING CODE LL I p 1 PROVIDE "ABE5C0 FP200 FR IL (� I z I EXPANDING FOAM" (OR EQUAL) z m AT ALL PENETRATIONS IN FIRE I I EGEND N I RATED WALL5 AND Lu 3I v I FLOORS/0EILIN55. PRODUCT `n =I I- I HOT WATER 2" I CONFORMS TO ASTM E 814, YyAASHER N I I ————— SUPPLY - - - COLD WASHER J I ASTM E 54, AND UL 14'la TER SUPPLY A � I I NOTE: i I PROVIDE "A5E500 FP200 FR ALL PLUMBING WORK I EXPANDING FOAM" (OR EQUAL) SHALL CONFORM TO I I AT ALL PENETRATIONS IN FIRE Qr LOCAL PLUMBING CODE Q, I i I 1 RATED WALLS AND O O I : I FLOORS/GEILING5. PRODUCT13 CONFORMS TO i GLEAN OUT j I i ASTM E 84, AND ULrM147ci 14 3 AS REOV EX15T. F.A.I. TO OIL I I w u REMAIN I I � O ---- — ——— — ---- -- - -- G.O. CONNECT TOBASEMENT II , w EXIST. WATER BASEMENT4" BATHROOM 4" HOU5E SUPPLY 5Y5TEM BATHROOM MAIN DRAIN G.O. TO STREET 1 2I Q i WATER MAIN r � z 2"I I I I 1 _ ._L_.. PROJECT: i I 2" I 2 ! 4 TO SEPTIC w I I I � I i t 6- � I21 j I I SYSTEM N *1 IK I i Q HIGGINS v I I RESIDENCE SHOWER 14, EXIST. I I I SHOWER -i -- - 2 3 - - - ---- - - - -._ ....-_ -- -- -- ---- ---- - -I -- -- ---- - ------- 2150 THE LONG WAY LANE FLUME3 1 NO RISER - r7)RA I N / NASTE / VENT FLUME3 1 NO RISER — SUFFLY EAST MARION, NY, 11939 SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: 1000 DATE: 04/16/21 5 OF 5 I'' 4 ��.a�0 7,0"-) � /, �� /—� /-��/------\/-�/-------,,/-----\'='/---�/—�/------\/-� /----�/------\/-�/------�'-----"/----\/--�/-----�' P,- 6-�Q-� IhIIt n;��,!!iI��:!!!iLLL ..LII mm"--w9.-F m]w L"I-�I'll IL�....Il.I,R-- - �JIi�� U/7�7z:�,] U/-��J-7NE \.-Z---��11,--L-,�, -mII'\\"I . FI -po- --J--—17,1-I--6--)-� I = I 4!�= w -) N �—�i)A----I�-�I A"I-,'I I��i:11 I I II I I f��—.I-'�I r'p'I'L,i-"—"---".%"I)104L11�%.�'� EL= �/\�.I---"I—..-1,A0011Z�11 L-�Z�-11-,---I I ,-r11IL11,ll I-.oI,"L��,lI*--"-w-�"-,-"A-%."-t-Ih-,),I I----1I �� AM ��" 1" � - rl a r — 1- 1o. 3 Q w 515°56120"E _ 5cf.55'- } 515°3q50"�_ _ .__52---•� _---- --- „ xz -- --- — O to _ _ _ I J = ; -� < I- J FRO E�T S�OFE : FAOE <EY : Ln 0 ' -QQ 1 ,QQ PROJECT LOCATION & SCOPE m ' - CREATINO RECREATIONAL SPADE IN 5ASEMENT SITE PLAN & ZONING DATA = m ENERGY TABLE — ADID I NO 5ATHROOM IN BASEMENT Q w ADD I NO DOORS IN FIRST FLOOR PLAN --- - ADD I NO LAUNDR`I' ROOM TO SECOND FLOOR PLAN -002 .00 NOTES > ,q O I J - 0 ' OJE�TT : - -- Q Z N (:I) -- \<<�<i 1 I i - I A- 1 Q 1 ,QQ PROPOSED FOUNDATION PLAN m j , u- w (4 1 50' R AR YARD SET�3AGK ' PROJECT ! ZONING DATA O = O �- PR NG I P AL BU I LD I N0 - -�----�- -- �T,._, _ ----- ENVELOPE I TAX MAP # 100030-2-125 PROPOSED FIRST FLOOR PLAN O - A- 102.00 ZONING DISTRICT I R-40 w O I C � LOT AREA 0.54 r mII " FEMA FLOOD ZONE X - F- N 105.00 PROPOSED SECOND FLOOR PLAN w I -- - —I ~ ' (,) IL —��F� =. �III HABITABLE SPACE EXISTING PROPOSED I - J I C - ---- -- _-- BASEMENT AREA O S.F. ba8 S.F. Q I I _ _ _ - ___ __ -J jam- I Q 1 .00 DWV/ WATER SUPPLY RISER - - FIR57 FLOOR AREA 1,044 S.F. 1,044 S.F. i -_ ------ --- -- -_- - --- - Cr SECOND FLOOR AREA 1,088 S.F. 1,176 S.F. "i g 6��I��I I��I =3TU: <��<��I1 .1-,�,L',-.�,I�:�.I�'"�A1""-�-',.�-�'.�",1�?_-1��`��. �-.�.,1'1,I 1�'l��p,:"l1I�'II,;.�1��-.:-'��%I'.-.4.,.-��i��,',,L�'I�iiiI��II - I _- " ."a I�,.��-"�,��,�,-"�.��'"i`�:'I-.'��.,1��"�'i�,'!1'�"I�--�'-''�i"'-.-��'��L,'I Lt",��",��"-',r�"�,"�..1-,� �-,-','��','1,;��L;',.,'o,-'-�,I1��1,.,,".1',I",-,:"�-'\�'_��- ,--,-",�1.I—.',I�,-l�":'�,j-',-.1',I�'��11;�'r �1I '" �I-.' TOTAL BEDROOM COUNT 4 4 ,.. I I -- i I I — ---— -- --------- — — — ----------- 0 I NSULAT 1 ON, $ FENESTRAT ON REOU I REMELTS � a '� --- -- - ---------- ------ W n COMPONENT PROPOSED DESIGN GODS PRESCRIPTIVE VALUE COMPLIES W Q i VALUE CITATION (PER 2020 NYSEGGG) z lX W )- MAX. U-VALUE = 0.52 I U-VALUE = 0.25 , Q FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/5F YES m < IQ I AIR LEAKAGE = 0.30 GFM/5F PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 - w ---"----"------.- - - --- - -------- -------- --.--- --L— z Ll 'BASEMENT WALL R-VALUE R=15 BATT INSULATION ® INTERIOR MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL YES g ry I PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) oa 111 COMPLIANCE STATEMENT: - -- -- ---- -- - - - - --- = w TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN m COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 [RE]. m z 3 ' I PROP. Lu Z 3A5EMEN I 3 1 c�> o STAIRS \ z: ;; k 1 I- 2q.5' - I8.O' y 3 d v yl j r{ s ' a N' i�> d { d' I- :i - EX. *- i r ' 3 _. - K M a FRAME , ' Y s s; �i i ti i I - DECK I < 1 ,�"��I-� '", �t---1'1..�I�i = 4.2 t� 3.0 12.5 t , �� ,v " I lu 5.5' 45.0' ,I . '� a .' 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I, 5.0 `; . a _ 1 N ' !, --- 2.0 I" - i. sa 1 �._ „ _ ' a. x: 20.5 1 x'. 21 50 THE— — / k F ' LONG WAY LANE $. _ , O k ,i 4' , N 5t9. " , "y cv _ 1a.8 {� 1x,a EAST MARION NY 11939 _. _ 'A, a' M �+. 4 t." 4, - COVERED PORCH ' t s . _ I DRAWING TITLE: —--- , >. Y.v'" 14.E , 20 O I .• 3 tl I �. ," &:, - ;, " :. PROJECT LOCATION &SCOPE . ';, �. Y .. p _ SITE PLA N & ZONING DA .: TA iY: ( i .•'q - i_.. 'ram ' !' - I' Q - q, w 8 a.' P a' i v `�� ' .f N1 "i .1 , 4 4.>, - ".. `x S 4, +( Y Sr... <\/\ 7 to - ."�� A• P 5 .' k; �' 1 w.' _ 7'. W ( " •,fin 3.' d 5• R fi e i., R 'x.t _ _ 1' 'S 7 �/ x. PAGE: { - '3 W �,. a . n u 1 - V + V Y. ,� 1 d •i r D», O .Q r _ 6 • { y' a` :i 4.i t _ :.� 1 .. P a. s'' t , Y. a ! h t' AA C I' A \ 3` 7 N-1 , , f f., 1 Q =:1 Y, ■ �t.,'t,r. i :t, t .Y` k "wW '.p .x' -j - -;I 2` 1 X 2 wA ''w' _ ..r '' ' i' - T 4 6 .2 . . 7: �. / 1 OF 6 r p.' .. fi i ..,y�p� .,L < k , '. -- — �i ? s� L !�� . 1 •� 1 Y„m — �� 'b ,, r �( I +t - _ - t� V, R �. - 2 ,. I I � �2 4. O 5 i / O / 4 O 6 i- .ate O .6 �f r r I A L :� vl �. 8 *w OI SITE A OUT NOTES: 4 _ L Y ,A 1 Q�3 1 r r i 6�z -I �'�I �/t 1 ---- ------I - ��i�� :�,��zi�2r LI.--._-'IL'I�,'�."-",,��'',I�.I r,.II-,�"-�-''r'��''�"I1 1:,ii-I.0L"�r,!!"'L,L�'-I,',1",:".''�,'.I,.�.�-'_.L��-'f k i-If,tI,.��'�."1I 1'',.;-";t��,_�.1�L l.�,I�.';�'"-',�1."�_4I�'�i1!',�r�:i1�',it I�I��',j",,r" r fi I. TH15 IS AN ARCHITECTS SITE PLAN 4 IS I�-�r:� I _ - �5 �' .. •,.: '.; `� ..,� '�� t �° ^ ,"-I,.�,.",;-_.'-'1"I-�"-t�I'�,,��"'I:�_"'*�'"��,-.I,"'I I''`L1'.I�IL1'I�-,1�' ,,i zi. I �.•. SUBJECT TO VERIFICATION BY A LICENSED R s r r li ,'' I ��'c.<� `os SURVEYOR. THE INFORMATION ,, i '4+ '#' -d 1 's t sA'�,d; k's Y. I f - :,] e•4 f•' r•,,. .� r r REPRESENTED ON THI5 51TE PLAN I5 TO THE 1 sr a t•l ;, r u c ,, ARCHITECT 5 BEST OF K OWLE G 4.,. E.* z - A._ 'A � �� , ,, o� _ a' f 4 3 lti 4 r r' f3 C 2. SURVEY INFORMATION WAS OBTAINED �, �a .�* [ :K a FROM A SURVEY DATED -7/24/06 AND i k 6 _: r„ '3 I. "4' t,a fi 1 'mot - � ?L t" T *' �1'" h,1: K (p PREPARED BY: t 4 � ,w 1 , L 'A `i{k k V } V •.4 ,wp k..: I y� QC - t -/ P I ,. a ' 7E ? i .�;p .t '', '. _, ^ tf': m - 'a �, 'ee BURTON BEHRENDT SMITH 1 { � I A. ' ` f a .� i. �.Jb v 244 EAST MAIN ST. Y yr, Z. , +x° .Y ice" PATGHOGUE N.Y. I I T72 ..., 1. .. _ ...,;.. -.._. _m ll- , t'� . i TELEPHONE: (651) 4-75 0561 "+ II ro SITE PLAN LOCATION MAP SCALE: I'-O" = 15'-O" 5GALE: NT5 —/\_/\ /�__/\—_�\-_/\ -/\ ./\ /\ /\ /\, /\ /\ _ /\ —l^� NOTES $ SPEC I F71 GA71 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS AE35 `E X I AT I O I�lS - Q U IT IS THE CONTRACTOR'S RESPONSIBILITY UM TO KEEP PHIS GONSTRUGTION DOCENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 3 BETTER (Fb = 815) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE BD. BOARD IN5UL. _[INSULATION -] F' T06ETHER AT ALL TIME5. IT 15 ALSO THE CONTRACTOR'S RE5PONSIBILIT`,TO READ ALL NOTE5, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY - _ _ -- - __-_-_-_ _ 0 0 SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO NORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING j LW N BFE _ - - BASE FLOOD ELEVATION MINT. INTERIOR 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED __ -- - -- -- 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BLDG. BUILDING K ] KIPS (1000 LBS) _I Lu >' GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE __ ___ ___ _ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 1' Q APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. 5IZE OF 51LL TO BE (2) 2"xb", UNLESS (I) 2'W BM-- BEAM MANU. SPEC.s MANUFACTURERS, SPECIFICATIONS W �; (THI5 DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD - __-.__- _-- B.O. IS NEGE55ARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, A5 BOTTOM OF MAX. MAXIMUM ~• 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE A5 A DERIVED WORK). ___ ------ - _____ �I --- ----- -- - -- -_--- O N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING " 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TEGO OR BOT. ' BOTTOM � MEGH. 1 MECHANICAL l' .J.I � J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, -- -------� _ -- -- _ B O.W. -- _ -- p AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 BOTTOM OF WALL MIN. MINIMUM PREFABRICATED WOOD I-JOISTS;STRUCTURAL COMPOSITE LUMBER, G.J. Lo 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES RULES SPECIFIED IN I.I THROUGH I.B. I CEILING JOIST NAVD88 ��NORTH AMERIGAN VERTICAL DATUM OF Ig88 i a O O 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES GYPSUM HARDBOARD, AND STRUCTURAL _ _ _ ___ 4. ALL UNNOTED OR NON-VISIBLE EASEMEN'�S ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, m OF THE OWNE"UILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. f COLUMN 1 NYC BG NEW YORK CITY BUILDING GORE Z INOLUDINO SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING CONTINUOUS O.G. ON CENTER ' T. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF B-I/2 BEARING BY THE WHICH PARTICIPATES �AN ACCREDITATION PR GRAM, SUCH A5 THE SHALL BE DENT I = Q S. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS �� AND ED&E-6LUIED � ___ _____ WITH THE WORK. L. DOUBLE �OGG. -][OCCUPANCY �. 8. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE __ ______-- - - __ _- ___--____ _ Z GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE [DFE DESIGN FLOOD ELEVATION �PBFE PRELIMINARY BASE FLOOD ELEVATION Q J ---_- "I. CONTRACTOR TO VERIFY DIMENSIONS Or FOUNDATION WITH FLOOR PLANS DIMENSION P. GONG. j POURED CONCRETE � ; � UNLESS APPROVED B T RG GT G 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. - - - _ -- O P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. BEFORE THE START OF FRAMING - H A 16 15 OF 12" THICKNESS ON WALLS AND STRUCTURAL 6 UED LAMINATED D.J. DECK JOISTS PL. PLATE Z CD ON PAGE G 003. GENERALLY, 5 E TH N / THE PROVISIONS OF AN51/ALTG A I q0.1 ST TU L L L �- E - J ROOF AND 15 OF COX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. PLYWOOD Y e1 pO APPLICABLE. 1.5. PREFABRICATED WOOD I-J015T5: ASSEMBLIES U51NO PREFABRICATED - --- --- - Z 4 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 ELEV. ELEVATION P.T. PRESSURE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING --- - - - J N 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS EQUIP. EQUIPMENT ERE D REQUIRED LL W Cb CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL - -- - - 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 CODE L -- EXISTING RI l RISER O = Lo - II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EX15T. _ - _ _ - I APPROVED EQUAL. EVALUATION REPORT. i ' 1EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NGLE MEMBERS OR ASSEMBLIES ------- - UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERV15ION OF THE WORK AND 15 A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ---- ---- - -- RESPONSIBLE FOR DEVON INTENT ONLY. JOISTS STUDS AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS THI5 DOCUMEN THE FAR FLOOR AREA RATIO STL. STEEL 14. PROVIDE X CROSS BRACING AT L -� -- - -- - EXCEED 5'-0" AND AT EVERY 5'-0". GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS W 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S GODS EVALUATION REPORT. Q.A.V. FRESH AIR VENT S.V. -� SMART-VENT - - -- --- -- _- 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL G-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED FF FINISHED FLOOR TBD TO BE DETERMINED �.._ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE _-- _ ------ - - -- - - --___-- �Ii RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN 6LAS5 AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS AS �FF ELEV. FIRST FLOOR ELEVATION TEMP OL. TEMPERED GLASS ]I W BROOM GLEAN. - ----_--_--NECESSARY. SET SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. THE CONTRACTOR SHALL CARRY WORK4�IAN'S COMPENSATION AND GENERAL CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DE516N DRAWINGS, F.J. _ FLOOR JOISTS - - THK. = J I"F. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S GODS EVALUATION REPORT. J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES FOUND I FOUNDATION T O.W. TOP OF WALL V AND ORDINANCES. I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C56 SPECIFICATION FOR GYPSUM �FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN. 5W EG POA CATTIION FOR GYPSUM SHEATHE BOARD SUM LATH, OR A5TM G?q FR. - - - FRAME - ]LTYP. TYPICAL COMPLETION OF PROJECT. --_ ------ ---- --- __- _--- -------- ----_--- Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING ARCH ITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND „ AS PER PAGE 6-005. 1.7. HARDBOET ARD:PROVISIONS O>�N5E A IN A HA A STRUCTURAL BASIC L APPLICATION ARD SHALL FRPR FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ----- - - I"I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. P.T. SPECIFIES PRESSURE PFIIATIVELY TREATED LUMBERIN ANSI/AHA AL55.6 HARDBOARD SIDING. FTC. FOOTING VERT. f VERTICAL ' AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING �_ _-_ ACCORDANCE w/ AWPA G22 ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF l ;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ----- - - -� "-- 'rt_a..,.'•. '° THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD � 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, L .D 8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL H . HOLD DOWN W/ � WITH •� INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) IS CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND �DR - -- ][FADER 1 WD. �i WOOD WHOLE OR IN PART BY ANY NEGLIGENT AG'I OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY SUBCONTRACTOR,CONTRACTOR, ANY ETC. ANY REFERENCES TO GCA ARE TO REPLACED WITH P.T. A EMPLOYED BY ANY O THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ZONING RESOLUTION -, WOOD BASENDARD 2 PERFORMANCE STANDARD STRUCTURAL- PANELS, APPLICABLE F HNOR E � I�HANCER ZR� --_- - - -- - - - BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. R. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. - - - --- - - -_ - - --- -- - _- ---�' A. TRU55 J015T McMILLIAN IAF MIGROLAM 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 B. 6EOR61A PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD U5ED IN STRUCTURAL IONS SHALL MEET A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARYcr OF CONCRETE, ETC. ARE TO BE CAREFULL-r' 5UPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT Q ! TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, N APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR AND 5PECIFICATION5 WILL NOT BE PERMITTED WITHOUT WRITTEN 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. In AUTHORIZATION OF THE ARCHITECT/ENGINEER. FRAMING MATERIAL STANDARDS SECTION, THE OOVERNIN6 BUILDING GORE, N AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL Ir CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.I AND ANY C7 Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS w NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. Z PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE w I 20. CONTRACTOR TO REMOVE 4 RELOCATE' AS REQUIRED ALL EXISTIN6 WORK OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS w RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI114.1 CELLULOSIC N WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR m 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. w SPECIFICATIONS, UNLE55 NOTED OTHERWISE:. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN z 22. PROVIDE FIREBLOGKIN6 AS PER NEW Y'ORK ACCESSIBILITY STANDARDS. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE RECUIIREMEN75 OF U.S. p MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDIN6 CODE, AND ANY ADDITIONAL p UNAUTHORIZED USE UNDER FEDERAL LAW 51 THE ARCHITECTURAL WORK5 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION COPYRIGHT PROTECTION ACT OF IggO (AWc:PA), WHICH HAS SEVERE PENALTIES. OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. w NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. u> I CODES AND REFERENCE STANDARD: 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. It STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, N cn NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND Z p STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFIES THE REGO NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). w Z 5111CATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2 Q j 2. REFERENCE STANDARD USED FOR ALL 1^IOOD FRAMING, CONNECTIONS OF SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ p WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME 5I8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 0 0 _ CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. (AFdPA) AMERIGAN WOOD COUNCIL (ANC). 2.2.5. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES �u 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN _ WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, PLUMBING CODE. TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE: GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS N 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/ STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. w MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® Q a EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 SIZE AND 0 j 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'I NATIONAL ELECTRIC POSTINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A65B, STRUCTURAL QUALITY, CODE, NFPA '10 AND 2020 NEW YORK STATE ENERGY CONSERVATION WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL CONSTRUCTION CODE. HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDIN6 GORE AND ANY PROJECT: IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURERS STANDARD 5HEARWALL HARDWARE I NOTED VALUES) $ ANCHOR BOLTS, CODE EVALUATION REPORTS. GENERAL WIND PROTECTION CONNECTION NOTES: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG H I G G I N S ADAPTED FROM STANDARD FOR HURRICANE: RE515TANT RESIDENTIAL w/6" RI5E 3 w/(2) s/4"cP BOLTS THROUGH CENTER LINE OF VERTICAL LEG5 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM IFI66"1 STANDARD CONSTRUCTION;55TD 10-qq AND 2015 550 H16H WIND EDITION WOOD FRAME SET b" MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. RESIDENCECONSTRUCTION 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, GLASS WINDOWS AND DOORS 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. SHALL MEET THE REQUIREMENTS OF THE C70VERNlNO 5UILDIN6 CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 2. APPROVED CONNECTORS, ANCHOR5 AND OTHER FASTENING DEVICES NOT 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER MANUFACTURER'S CODE EVALUATION REPORTS. INCLUDED IN THE STANDARD BE USED IN ACCORDANCE NITBHIMAN�ACTURER'STION 2506 OF 150 RECOMMENDATIONS. ALL CLEARANCES ARE PROVIDED. 2.2,1, 50RENS: SCREWS SHALL COMPLY WITH AN51/ASME B 18.6.1 2150 THE LONG WAY LANE 5. &LASSANY CLASS UNIT 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXP T 05EP WIHIN IS"101F FIN15HED FLOOR SHALL BEOORS, T INSULATEDOF DSULATED TEMPERED 6LA55,D wOODSGREWS (INCH SERIES). EAST MARION, NY, 11939 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL UNLE55 OTHERWISE NOTED. MECHANICAL CONNECTIONS: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 4. ALL OLAS5 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I. ALL MECHANICAL CONNECTIONS 5PEGIFIED AS 'SIMPSON" MAY BE DRAWING TITLE: 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL MANUFACTURER'S SPECIFICATIONS. 5UB5TITUTED WITH AN APPROVED EQUAL PRODUCT. --- - 5HEATHINO AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE GENERAL NOTES PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. ENERGY CONSERVATION CONSTRUCTION GORE. BY "SIMPSON" MANUFACTURER. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NG 6. PROVIDE FLASHING PANS UNDER ALL SLIDIN6 6LA55 DOORS, WINDOWS, OR 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS ANY OTHER TYPE OF OLAS5 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. INDICATED IN 'SIMPSON' PRODUCT LITERATURE. THERE MAY BE SEVERAL LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY RAFTERS. 'I. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 8. ALL CLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 PAGE: 'F. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 16" WITHIN 4' OF EXTERIOR CORNERS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH l\ 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED ANOTHER WINDOW MANUFACTURER, IT 15 THE RE51-ON515IL17 Y OF THE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH SPECIFICATIONS OF THE PRODUCT BEING INSTALLED G-002m00 OF J" AND 5"xV'x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED T0: DESIGN PRESSURE, •T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -I" IN CONCRETE/MASONRY ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS ARCHITECT FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS REQUIREMENTS. 4 AND AT SPACING NOT EXCEEDING 4' ON CENTER. 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM DATE: 0 /16/21 2 OF 6 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED GYPSUM WALL BOARD TEMPERED 6LA55. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE. I. OYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. COMPOUND METHOD. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE INSULATION r, MISSILE TEST OF ASTM EI61016 AND ASTM E1886 AS MODIFIED BY 2020 NYS BG I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED •z s.. ; 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON 1^IALL5 AND CEILING,UNLESS SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. {e z OTHERWISE NOTED. WATER RE515TANT (W.R.) AT BATHROOMS AND WHERE THE REOUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR FOIL TO BE PLACED TOWARD WARM SIDE. DEEMED APPLICABLE. ANSI/DASMA 115. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 5. 5/8", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON CEILING AND WALLS 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH WALL5 FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING BE PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND FOUNDATION WATERPROOFING. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE CONCRETE PANELS OF 5/8" THIGKNE55 MINIMUM. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 5. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: PER THE ANGHORA6E METHOD SELECTED IN ACCORDANCE WITH TABLE - q" R-50 FOR FLAT CEILINGS 4. FINISH JOINTS, J-BEADS,NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE - 8.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS �+.� 037CCi R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT .....•-'"" t TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED - 5.5" R-15 FOR 2"x4" WALL CONSTRUCTION O � TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ON THE BUILDING. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION �•� - 5.25" R-21 FOR FLOORS 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 6. FASTEEN-GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. GENERAL 5'YM50L EMI' : Q NEW PARTIAL HEIGHT ~ EXISTING TO BE DEMOLISHED 'W Z 0 WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) - - - - - - - - - - - - - - - _ J rI 1 EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL LW � ,i BOILER d Q _J 5TL. WHEN APPLICABLE:) ., - - - -- -- - - - - - - - - - - - � � � � Z N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL L` _ Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURALLo POST FOR 6" WALLS), U.O.N. OIL q 3'-Sy2° - - - d) 0 NEW 2-HR FIRE RATED it TANK r 0 0 0 WOOD FRAME (L.G. 5TL. NEyy 0- Lo m WHEN APPLICABLE) NEW MEGH. GL. O ROOM � I6 S.F. Z ry IS"I S.F. GE LW ry FLOOR PLAN NOTES IS s.F. F- 02 Z DOOR NOTE: FLOOR DRAIN: 01 Q J O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O 1 7 NEW 3 GUARDED FLOOR DRAIN w/ 3 TRAP I -� 00 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). tt1 `12 I 00 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED O r PLANSOUT ON Y 'TH RMATRU (OR EQUAL). 5 NEW FLOOR: Z (fl 3.DOOR TYPE I. NEW PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); I 4.INSTALL AS PER MANU SPEC.'s O SCREW PERIMETER OF SHEATHING 4" o.C. 8 12" O.G. ® Z �. d" 3.PROVIDE (2) 2"x8" HDR.,U.O.N. INTERIOR. - - - - - - - - - - - - - - - - 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING 2.NEW FINISHED FLOOR PER H.O. SELECTION r O Q Z r'1 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 14'-0" N SMOKE DETECTOR / GO DETECTOR NOTES: �J ��/// W LLLJ (o OWINDOW NOTE: O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I I Lo I= T 1. ALL NEW WINDOWS € DOORS SHALL BE ANDERSEN SMOKE /CARBON MONOXIDE COMBINATION DETECTOR (` = Lo 400 SERIES CASEMENT, DOUBLEHUN6, OR 6LIDIN6 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EX 2"xl0" a T - 0 (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR 2.INSTALL ALL A5 PER MANU. SPEG.'s P.T. D.J. `0 f I J 0 SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I ® 161, O.G. AND DOORS" ON PAGE 6-002 IF CASEMENT IN COMPLIANCE WITH LOCAL CODE WINDOWS - ALL 05MNT WNDW5 SHALL HAVE 5TZAI6HT ARM HINGE WHENi- 2.IF DOUBLE HUNG - ALL DBL. HUNG WN17)W5 TO BE O FIRE RATED DOOR: © i I TILT ASH 7 3QX6 6 cr 45 MIN. SELF-CL051N STEEL DR. 0 66 W 3.ALL 6LAZIN6 WITHIN 18 OF FF TO BE TEMP. OIL. F l`J D 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND SM/GO WINDOWS (TYP. FOR ALL) U.O.N. NEW EXHAUST FAN SHALL BE INSTALLED WHERE Ql alp U SO VENTILATION 15 NOT MET BY MEANS OF NATURAL %v + NEW RECREATIONAL AREA W EGRESS NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO i x_ x_ H IN COMPLIANCE WITH NEW YORK STATE BUILDING OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION U CODE, SECTION R310.2.1;THE FOLLOWIN6 MEANS OF 405.5.2.5; INSTALL AS PER MANU. SPECS E6RE55 SHALL BE FOLLOWED: I I I I xIQ XIQ ry ( � TYPICAL MECHANICAL ROOM NOTES: NET CLEAR OPENINC........... 5.7 S.F. Oq _ _ _ I. FOR HP. FR. FLOOR- PROVIDE 1/2 GONG. BD. BY NET CLEAR HEIGHT............... 24" MINIMUM 2. FOR HP. FR. GL6. AND/OR WALLS - PROVIDE (I) - a' , NET CLEAR WIDTH.... ........ 20" MINIMUM DUROCK" (OR EQUAL) _ i_ NEW LAUNDRY ROOM: LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON L 1 I O O \ „ O GONG. WALLS) - - - -- - --- -- -- - - - - J 1. NEW WASH /DRY HOOK UP �t CU - MEGH 3 WHEN EXIST 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s . ., . EQUIP. SHALL BE VERIFIED THAT EX. 2 xIO p g w/SIZE OF EQUIP. IT CONFORMS TO NY5 MECH. AND FUEL OAS GORE P.T. D.J. . .4.. 3.PROVIDE HOOK UPS AS REO S PER MANU. 4. COMB. AIR VOLUME AS PER MANU. SPEC.s - PROVIDE ® 16 O.G. N I a FRESH AIR INTAKE FROM EXTERIOR 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I I NE4 BATHROOM DRYER EXHAUST NOTE: EMERGENCY SHUT OFF SWITCH 55 S.F. . FOR 6A5 SERVICE,PROVIDE 6A5 SHUT OFF SWITCH I ( p I. DUCT SHALL TERMINATE TO EXTERIOR '7. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER 6 �\ 2.DUCT SHALL TERMINATE MIN. 4-0 F'ZOM ANY - - - - - CLEARANCES AS PER CODE OPENINGS 3.DUCT SIZE AS PER MANU. 5. PROVIDE 5" FLOOR DRAIN 8 CONNECT TO EXISTING 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER SANITARY SYSTEM AS PER NY5 PLUMBING CODE - 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM p SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET AND SHALL BE L15TED AND LABELED IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID I u7 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS p RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUSTl0 1 / DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL Q - 4'_-3°-_-.--_._-_. 2 5CRE'T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE . Z MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 '' I Lu FEET FOR EACH 45° BEND AND 5 FEET FOR EACH qo" Lu O w BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NEW p UTILITY ROOM ' m NOT INCLUDE THE TRANSITION DUCT. - la 5.F• m m -O il 150 AMP ~ ELECTRICAL w PANEL to ilul i F OF05EI� FOUNDATION FLAN Z Z � a ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING STRAPPING GAP S.E. HABITAE3LE 5F AGE; 1,044 S.F. OR055 AREA SCALE: 1/4" = 1'-0° 0 0 � DETAILS. WINDOW CHART ,', -- - ----------------------------------- ------ M N EGRESS -- I w ROUGH OPENING WINDOW DIMENSION OPPPENINO NOTE:- IF FINISH MASONRY USED (SUCH AS I TAG TYPE MODEL # WIDTH REOV: 20" WIDTH BLUESTONE) - MASON TO ADJUST GHT W IGH HEIGHT REOD:24 H6H7 OF LANDING AS REO'D TO PROJECT: ACCOUNT FOR FIN15H MASONRY A NOT USED I 2. ALL HORZ. SURFACES SHALL BE PITCHED O 1.45 AWAY FROM BUILDING i ' PICTURE F5040 2-11 _ �\� J "' 4'=0" j 2'-I I " 4'-0" H I G G I N S S 3. FOR SLABS ABUTTING FRAMING, INSTALL - ---- - - - - -- - -- -- ----- - ->_f--- ---- COPPER FLASHING FROM 12" RBOV£AND HALFGIRGLE GTGXWI 1 3-O - I'-8 �q" 2'-I I I'-8 TRANSOM ADJACENT TOSLAB, BED ALL FLASHING RESIDENCE LLLL - J L IN ASPHALTIC MASTIC4" P.GONG. SLAB _____-=-J __ w/bx& 10/10 WWM STAIR DRAINAGE CALCULATIONS: 1" UPON COMPACTED STAIR WIDTH = 4'-0" _ �' FILL PROPOSED NEW AREA- la.2 S.F. I GRADE 2150 THE LONG WAY LANE 56 S . Ft. X 0.1'I= q.52 REBAR BENT TO _=<--T q.52/5 1= 5.01 VERT. FT.OF 2'VIA RING RE0. SLAB AS SHOWN 0 - ==_- EAST MARION, NY, 11939 PROVIDE (I) 2' DIA. X 5'-6" DEEP STORM y a \\7\\'\\ z PRE-FAB. RAILING w/ REQUIREMENTS WATER LEAGHIN6 SYSTEM /° /\/\/\/ pl A5 PER PLAN. RAIL SHALL HAVE - - - - -- -- ----- ------ ------- -- ----- ------------ \//\/ x j CAPACITY TO RESIST 200 L55 OF DOOR SCHEDULE LATERAL ONE OF THEFOTLLO>N6 oLT DRAWING TITLE:- ------- - - - ------- -- ----- - ---- __- - - - - T - - •` s� \:_6 DIPPED 6ALV., EPDXY PAINTED 5TL., DOOR l MATERIALc%S ///\�'ti // //// /j/// EPDXY PAINTED WROUGHT IRON. - PROPOSED FOUNDATION PLAN - - �- (I) #4 REBAR ® EA. ° STEP;3" GVR ® ENDS /7, • \\ \\ \\/\\ \\ \\ \\ `9 - =_--_-:,-__------ \/\/\ \/\/\/\/ ATTACHMENT AS BEND REBAR // // // // // // // // TO SLAB TAG DESCRIPTION p I, I N NOTES \� \\ \\ \\ \\ \\ \\ \\ \\ PER RAIL MANU. a /\// \ \ \// WIDTH HEIGHT i' w // \\ NOTE: -- - -_ _--J " /,/ \ \/\ \ \ \ \ \/\/\ / ALL P. GONG. SHALL \ \ \ / / /. / \ \ \ z BE 4,000 PSI (MIND .� MIN. /// j j j /COMPACTED /\/\/\/ O fT b"xb"-10/10 W.W.M.UPON l9 3i_bu 10 / /i. /i. /i 4"P.GONG.SLAB w/ LAND I NG --�- � ''/ � \ \ r�- a-- ----- ---- / / / / // FILL //\//\//\// 1 - - COMPACTED FILL PAGE: X /'' (1) #4 REBAR #4 REBAR ® to"/\\ \\ \ \\ \\ \\ z p I \ INTERIOR - BASEMENT------ --- ---- --------- -,I-- / / CONT. ® TOP ----- --- " - - " - ----�- --- - 4" P. GONG.SLAB w/ 2"x4" T�' /i / / / / / / / / - 1 / // // ---------------------- --- -- - _-_�C __ -- - - � � a /i/ �/\\/\\�\\O.G. (MIN. 3) \/\\/\\/\\/\\/\\/\/ � � \\ \\ \\ I BI-FOLD 6-O 6-8 ' r ! ---J _ 6"xb'-10/10 W.W.M. KEYWAY a / / \/\/\/ \� \� \> \�\/\//\\ /\ O #5 REBAR ® 56" o.G. \/\/\/ -10 �- _ _-------------_---- - - UPON COMPACTED FILL •. iii // // /� // // // // // // // // // // / / // // moo 2 SINGLE HINGE 2'-10" 6'-8" • I; � I 4" DRAIN CONNECTED GRADE 119 %//\//\/ COMPACTED WATER LEAGHIN6 °° �iii° l�,,// / // /� // // // //\// // // // // // // � I / 3 SINGLE HINGE 3-O 6-8 • SYSTEM \ \ \ \ \ \ \ \ \ �'' /\\%L��(\\/ / \\/\/\\/\\/\\/ NOTE: \/\\/\\/ 8" THK. P. \\ \/ FILL C - v- -= ---°--=` -% /\�j\. //\//\//\//\//\//\� ALL P. GONG. \//\\//\// GONG. WALL I 1 16 ' `- ---=- ---- 1 \ \ \ �o , \ \ \ \ \ \ \ \ \ DATE. 041621 4 51NGLE HINGE -�� 2-4 - 6-8- - -- --_•--- -_-_ -_- - - ji /\// ��pe/\//\//\ \//\ \// SHALL BE //\//\// I�n ° \ ��//\/ 3 OF 6 -------- _-- #4 REBAR CONT. 010" O.G. (MIN. 5) II° \ /\\/ \\/\\/\\/\\/\\/\\/\\ 4,000 P51 (MIN) \/\\/\\/ #5 BENT REBAR i l aj ° v \/\\ \ -- \/ / ® 56" O.G. 11 IL° 5 SINGLEE --= --8 -- 6-8 ! -- - - (1) #4 REBAR GONT. /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ -- I / / / (1) #4 REBAR 11 N, ;� e• +,o' a u #5 BENT REBAR ® 12 O.G. I° \/\/\/\/\/\� \/\/\/\/\/\/\/\/\/\/\/ GONT. ® BOTTOM I I I a /\/\ ?r",♦ 10 SINGLE HINGE 3-O 6-8 • 8" THK. P. GONG. WALL // // IS" WIDE x 12" DEEP 11 INTERIOR - FIRST FLOOR 11 �\\\\\\\\\\\\\\\\ �\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ P. GONG. FTC. 11 \\\\\\\\ M N •3 - ---------- -- -- ---- - --- - / / // // //�// // // // // // // // / ----- ------ -- - --- - - 1° \\/\\/�/\/\ \/\ /\ /\/\/\/\ -- -_-. :-.-- (I) #4 REBAR GONT. I 9 6 POCKET DOOR 2'-6" 6'-8" • i .. \ \ \ \\\\ \\\\\\\\\\\\\\\\\\\\\ \\ a► ,`F r --- -._- - ._ ,--.__ ----_ - -__ -------------- - -- \//\//\//\//\//\//\//\// ° .0 JJ ° a ,v _ '• ray. , c J -- --- '7 SINGLE HINGE 2-8 I J IS" WIDE x 12" DEEP \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' //,�//\//\//\�/\//\//\//\//\//\//\//\//\//\//\// REBAR 1 r �' , b' 8l 11 1 . _ • P. GONG. FT6. _ ,\ jn . � a ----- - (V - 8 POCKET-DOOR ��'-4" _ 6'-8�� J ----•----- -- --- i ------JI -� I �: : I L (2) #5 HOR. REBAR 'I`3 � INTERIOR - SECOND FLOOR EXTERIOR MASONRY STAIR DETAIL. 2 EXTERIOR MASONRY DEG< DETAIL- al SINGLE HINGE 2'-10" 6'-8" • A-101.00 A-101 00 SCALE: 5/4" 1'-0" SCALE: 5/4" = 1'-0" Q NEW PARTIAL HEIGHT 0 _ EXISTING TO BE DEMOLISHED „ „ WOOD FRAME (L.G. STL. w Z_ O WHEN APPLICABLE) EXISTING TO REMAIN �'� J � k� � NEW WOOD FRAME (L,G. NEW FOUNDATION WALL 1 i Q W }• 5TL. WHEN APPLICABLE) /' cc Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O Z J WOOD FRAME (L.G. 5TL W , POST FOR 4" ALL5 } J o WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo POST FOR b" WALLS), U.O.N. Ix m Q 4. NEW 2-HR FIRE RATED O v WOOD FRAME (L.G. STL. (- In m WHEN APPLICABLE) >- Ct m Z O FLOOR PLAN NOTES O Z a LLJ OPOORJ 1. TALL NEW INTERIOR DOORS WHEN GALLED O FLOOR DRAIN: Q 's OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). NEW 3" GUARDED FLOOR DRAIN w/5" TRAP J l00 i 2.INSTALL NEW EXTERIOR DOORS WHI°N GALLED OUT ON PLANS BY 'THERMATRU' (OR: EQUAL). c•I 5 NEW FLOOR: J TA m CREW); 5.DOOR TYPE TO SELECT I. NEW J" PLYWOOD SUEFLOOR BENEATH (GLUE 4 S 4.INSTALL AS PER MANU 5PEC.'s SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. ® Y 5.PROVIDE (2) 2"xV' HDR., U.O.N. INTERIOR. 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING 2.NEW FINISHED FLOOR PER Q Z r•1 H.O. SELECTION � Ix J N ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SMOKE DETECTOR / GO DETECTOR NOTES: LL uj (b OWINDOW NOTE: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT Lo m T-{ I. ALL NEW WINDOW5 4 DOORS SHALL. BE ANDERSEN SMOKE /CARBON MONOXIDE COMBINATION DETECTOR r Lo 400 SERIES CASEMENT, DOUBLEHUN6, OR 6LIDIN6 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. Q Q (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 2.INSTALL ALL AS PER MANU. 5PEG.'s T-1 J (!5 SUBSTITUTIONS, SEE NOTE " IN "6LAS5 WINDOWS 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR AND DOORS" ON PAGE 6-002 IF CASEMENT IN COMPLIANCE WITH LOCAL CODE WINDOWS - ALL GSMNT WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE FIRE RATED DOOR: w TILT NASH 5.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. OIL. O BQXb 45 MIN. SELF-CLOSING STEEL DR. m 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. NEW EXHAUST FAN SHALL BE INSTALLED WHERE O8 VENTILATION 15 NOT MET BY MEANS OF NATURAL W EGRESS NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO I- IN COMPLIANCE WITH NEW YORK STATE BUILDING OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION = J CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF 405.5.2.5; INSTALL AS PER MANU. SPECS V J E6RE55 SHALL BE FOLLOWED: m � NET CLEAR OPENIN&........... 5.'! S.F. TYPICAL MECHANICAL ROOM NOTES: 1 O I FOR NET CLEAR HEIGHT............... 24" MINIMUM . WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY Q DUROGK" (OR EQUAL) NET CLEAR WIDTH................ 20 MINIMUM J , 2. FOR ND. FR. GL6. AND/OR WALLS - PROVIDE (U NEW LAUNDRY ROOM: LAYER OF 5/8" TYPE "X" GYP. BD. UL U305 (OMIT ON O 1. NEW WASH /DRY HOOK UP GONG. WALL5) 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 5. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT w/SIZE OF EQUIP. IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE 5.PROVIDE HOOK UPS AS REO'S PER MANU. 4. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE FRESH AIR INTAKE FROM EXTERIOR 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL (2) 2"xb" POST DRYER EXHAUST NOTE: EMERGENCY SHUT OFF SWITCH I. DUCT SHALL TERMINATE TO EXTERIOR b. FOR OAS SERVICE,PROVIDE OAS SHUT OFF SWITCH J 2.DUCT SHALL TERMINATE MIN. 4-O '1. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER OFENFROM ANY - NEW GPI 40 clf' WI F.J. UGTIS SIZE AS PER MANU. 5. PROVIDE 5" FLOOR DRAIN 4 CONNECT TO EXISTING s in 3.D SANITARY SYSTEM AS PER NY5 PLUMBING CODE N - I 012 O.G. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER N PROV. SIM. HANG. 5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO (2) 2"x4" POST CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM JC/ SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO - = EXCEED 8 FEET AND SHALL BE LISTED AND LABELED Q (2) 11.5" LVL FL. HDR. EXIST. IN ACCORDANCE WITH UL 2158A. - HALLWAY Fa- b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID I NEW GPI 40 Q.5" WI F.J. N METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST N ® 12 O.G. W DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL j Ob 50REWS (2) 11.5" LVL HDR. w 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER - - - ~- LOCATION TO THE WALL OR ROOF TERMINATION. THE (2) 2"x4" POST 5'-5" 5'-O" w MAX. LENGTH OF THE DUCT SHALL 15E REDUCED 2.5 ) EXIST. LIVING FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 010° (2) 2 I I I I POST w BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ROOM xb" m NOT INCLUDE THE TRANSITION DUCT. 1 Z � a EXIST. DINING 0 ROOM FILL IN WALL N I EXIST, WOOD DECK I z z w O 0 Q U o ilu r N ALL NEW WINDOWS 4 DOORS SHALL BE= ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING BATHROOM DETAILS. WINDOW CHART ------- - -- - O � � ' I ' -- _---=__- ------ - - PROJECT: -- - EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR - TAG TYPE MODEL # _ - NIDTH HEI REO V:24 J - - H I G G I N S [-!WIDTH _JI,[-- HEIGHT ,I WIDTH HEIGHT HT OPEN REG2 D: 5.'1'S.F.' 4 I - -� A NOT USED I� EXIST. i RESIDENCE n PANTRYi B PICTURE P5040 N ---- I II [ I_ II I_ 511 I_ II BI HALFGIRGLE GTGXWI� 3' 0 " I'-8 " 2'-11 1" 8 1'- 4" TRANSOM -' 2150 THE LONG WAY LANE _- --.-__---_--=---- -_ -- - -- ----- -- --------- - - - ---�� Do H �8) Ir® t'i�ll O ! KET� - EXIST. \ EAST MARION NY 1193 -- - _ - _ GARAGE \ 9 DOOR SCHEDULE - - FILL IN WALL \ -------- - -- - -- --- ---- -- ---------- - - ------------ - - \ D RAW I N G TITLE:-- DOOR - --------[--- --MATERIAL PROPOSED FIRST FLOOR PLAN TAG DESCRIPTION N NOTES WIDTH HEIGHT 0 OR O INTERIOR BASEMENT ----------- I II ------------------- - • _ -- -- -- PAGE: --- - 2 SINGLE HINGE 2'-10' - b'-8"- -• IFIRST FLOOR PLAN A-102m00 C 3 SINGLE HINGE -- 3-D _ J 6 8 �- - ------ CALE: I/4" = I'-OIL 1,044 S.F.. . HABITr4BlE Si�AGE; 1,4�0 S.F.. . Cfi�OSS �i�� ---= -�- -_-- - ,II • �,i, ---- ---------- III _---T _- --- - DATE: 04/16/21 4 OF 6 4 SINGLE HINGE 2 5 SINGLE HINGE 2-8 b-8 • 10 SINGLE HINGE 3'-O" b'-8" • �! C - _ 11 -- �� _ INTERIOR - FIRST FLOORr- �. 6 POCKET DOOR l l SINGLE HINGE 2'-8" ±� 1 8 POCKET DOOR :21-4116-8 • - , ;°"r INTERIOR SECOND FLOOR q SINGLE HINGE 2'-10" J� =J b'-8" •