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HomeMy WebLinkAbout50125-Z TOWN OF SOUTHOLD wBUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50125 Date: 12/13/2023 Permission is hereby granted to: Nasello, Kevin 102 Count Club Dr Port Washin ton, NY 11050 To: legalize "as built" alterations and to construct new additions and alerations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1190 Three Waters Ln, Orient SCTM #473889 Sec/Block/Lot# 15.-6-19 Pursuant to application dated 10/13/2023 and approved by the Building Inspector.. To expire on 6/13/2025. Fees: CO-ALTERATION TO DWELLING $100.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $724.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $537.75 Total: $1,361.75 Building Inspector "r.W �HO TOWN OF SOUTHOLD—BUILDING DEPARTMENT 'I Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www,sotitholdtowany.gov Date Received BUILDINGAPPLICATION FOR For Office Use Only C u E PERMIT NO. Building Inspector. V 1 6 x,023 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an PnaeldNng er,,,V-rm n.t Owner's Authorization form(Page 2)shall be completed. Tu:wrn e, z.k3 L, r;, d, Date:10/13/23 OWNER(S)OF PROPERTY: Name:Kevin Nasello SCTM # s000- 5, Project Address:1190 Three Waters Lane, Orient, NY 11975 Phone#:585-749-5755 Email:nasellok@outlook.com Mailing Address:102 Country Club Drive, Port Washington, NY 11050 CONTACT PERSON: Name:(same as above) Mailing Address: Phone#: Email:. DESIGN PROFESSIONAL INFORMATION: Name:(same as above) Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: i Name:C.J.G Contracting, Inc Mailing Address:P.O. Box 2682, Aquebogue, NY 11931 Phone#:631-722-8221 =ma-i1-Cjgcontracting69 @ gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $200,000 Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ®NO 1 r PROPERTY INFORMATION Existing use of property:Residential Dwelling Intended use of property:Residential Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 I this property? ❑Yes RNo IF YES, PROVIDE A COPY. i Check BOA€After 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 comply 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 210.45 of the New York State Penal Law. Application Submitted By(print name):Kevin Nasello ❑Authorized Agent NOWner Signature of Applicant: Date: 10/13/23 STATE OF NEW YORK) SS: COUNTY OF Suffolk Kevin Nasello being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)heisthe owner, Architect (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 therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER Au"rive ( ( "TI (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ACS P CERTIFICATE OF LIABILITY INSURANCE F°ATE`M7/2023 Y' 09/27/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: It the cerci icate holder 1s an ADDITIONAL INSURED,the policy ies must be endorsed. if gusRau-nONWAR0,su tect to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER UUNIALA NAME: Heywood Orenstein ....... CompassPointlnsurance a No EXE; 6317316000 � c:,NOp, 866-531-5351 1549 Main Road ADDRESS; office 'cpinsured.com INSURER(S)AFFORDING COVERAGE NAIC# JamesportNY 11947 INSURER A: UTICA FIRST INS CO ....-- -__ ..�..............__ .......... INSURED INSURER B t CJG CONTRACTING,INC INSURER C: 26 PECONIC BAY BLVD INSURER D ....................... .... ...-...,,.. _. _.._._-_ PO BOX 2682 INSURER E: AQUEBOGUE NY 11931 INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1Fl5' ...- ------... m .....�._.--- POLICY EF OCI"C 1Xlr® __... LTR '... TYPE OF INSURANCE 'INSD WVD POLICY NUMBER MMIDD/YYYY) (MMIDDIYYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 "GE l u RENTEO-- �_.. K CLAIMS-MADE 1 OCCUR PREMISES(Ea occurrence) -L59.,.O. ....mmm MED EXP(Any one person) $ 10,000 A Y Y ART3000112920 04/10/2023 04/10/2024 _PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 K POLICY PRO ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER: $ AUTOMOBILE LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS AUUTOSWNED accident) $ ----- Per art UMBRELLA LIAB OCCUR EACH OCCURRENCE $ .............. EXCESS LIAB CLAIMS-MADE AGGREGATE $ 11—tIDED RETENTION$ $ WORKERS COMPENSATION - AND EMPLOYERS'LIABILITY Y/N' STATUTE ER ANY PRO PRI ETOR/PARTN ER/EXECUTIVE N/A E.L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ......""'" (Mandatory in NH) EL. DISEASE-EA EMPLOYEE $ If yes,describe under E' " DESCRIPTION OF OPERATIONS below L,DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CARPENTRY CONSTRUCTION CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Kevin Nasello ACCORDANCE WITH THE POLICY PROVISIONS. 1190 3 Waters Ln AUTHORIZED REPRESENTATIVE Orient NY 11957-1535 C 1988-2114 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 0 DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 09/27/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT John Fischer ,Stat631-696-9800 Ca/° John Fischer PHONE 631 696-9800 SAX EMAIL 271 Middle Country Road yO9tn flsCttF�r�uOle�statelarm Com " - (s AFFORDING COVERAGE NAIC# INSURER......J.......... ........_ ,..,....� ._-... . .....-. ,�,,,-,-,,. Selden NY 117842558a and Casualty Company 25143 _.. ....�- � .... .....-mmm. r ....... m.INsuRERA: State Farm Fir,....._.._..... ....W .. ....... ....�_. INSURED INSURER B CJG CONTRACTING INC INSURER C. PO BOX 2682 INSURER D: INSURER E a. AQUEBOGUE NY 119312682 IN._R.....ER F: COVERAGES ..ww_-_W.....�.........._..... ...., m......_ __., ..�. SU : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. PODCYR TYPE OF INSURANCE ygp 'p POLICY NUMBER M M/DD MM/DD LIMITS CURRENCE COMMERCIAL GENERAL LIABILITY EACH OC $ DAMAGE TO RENTED ..� CLAIMS-MADE �OCCUR $ -... -.. MED EXP(Anyone person) $ PERSONAL&ADV INJURY A......_.... ............. ...-_.............................,,,-,.,.... __---.,,,,.w.,�....w $ I GEN'L AGGREGA... GENERAL TEE LIMIT APPLIES PER: AGGREGATE $ PRO. ........ ._ POLICY JECT FILOC PRODUCT........ -COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY .COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ .......... OWNED SCHEDULED BODILY AUTOS ONLY AUTOS ( accident) $ HIRED NON-OWNED INJURY Per AUTOS ONLY AUTOS ONLY P9r. dent) $ RENCE $U UMBRELLA LIAB OCCUR EACH OCC R ................,_ .,EXCESS LIAB CLAIMS.-MADE AGG .,..,T. .-.DE ..........,-..eeea.� ---- D ED D ........................................ _ RETENTION $ $ WORKERS COMPENSATION PER OTH- tfTE..m ....._ R. ... A OFFICERIME BER EXCLUDED?ECUTIVE AND EMPLOYERS'LIABILITY YNN N/A N 92-EA-F409-0 07/15/2023 07/15/2024 E.L.EACH ACCIDENT $ 1,000,000 X STAT __ 00,000 (Mandatory in NH) E.L.E.LwDISEASE-EA EMPLOYE 1,O...m................... . If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE MOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kevin Nasello ACCORDANCE WITH THE POLICY PROVISIONS. 1190 Three Waters Lane AUTHORIZED REPRESENTATIVE Orient NY 11957 (/ This form was system-generated on 09/27/2023 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1001486 2005 155279 205 01-19-2023 f Suffolk y e P • of Labor, Licensing nsu er HOME ! MPROV T EN1EN LCEN. Name CHR, STOPHER J GOFF that ane, Business Name y licensed CJG CONTRACTING INC y o, s u fo l �c License NH -31494 Draggy Issued 051/20 /2002 S iOner Expires 0 NASELLO RESIDENCE RENOVATION ARCHITECT. (D O 1190 THREE WATERS LANE, ORIENT, NY 11957 KEVIN MICHAEL NASELLO ARCHITECT O 102 COUNTRY CLUB DRIVE TOWN OF SOUTHOLD, NEW YORK - PORT WASHINGTON, NY 11050 Z EXISTING CONDITION - W g M M UJZ N FRONT OF HOUSE T 0 "' o J Q J � DRAWING LIST 0 u Zk t C7 t -,0,"1 0 w ° OHAEL 1',s ui co co M M M r N N N 38949- SHEET# DRAWING NAME .'i-i 9TH` of G-001 TITLE PAGE- LOCATION PLAN X X X NE� G-002 GENERAL NOTES X X X w G-003 GENERALNOTES X z G-004 GENERAL NOTES- FEMA MAP X Lu P-001 GENERAL NOTES- PLUMBING RISER DIAGRAM X z Z-001 SITE PLAN -ZONING INFORMATION X X X Q L Ln D-101 1ST FLOOR DEMOLITION PLAN X X x EXISTING CONDITION - '-i Q D-102 2ND FLOOR DEMOLITION PLAN X X x REAR OF HOUSE w T' A-100 CELLAR FLOOR PLAN X X x PROJECT LOCATION 0C w } A-101 1ST FLOOR PLAN X X X o & z J A-102 2ND FLOOR PLAN X X X j' i w HCD LU Z A-110 1ST FLOOR- LARGE SCALE PLAN 1 X X X A-111 1ST FLOOR- LARGE SCALE PLAN 2 X X X - '�!I ,� Z O A-121 1ST FLOOR FINISH PLAN ` A-122 2ND FLOOR FINISH PLAN A-200 CELLAR REFLECTED CEILING PLAN X - A-201 1ST FLOOR REFLECTED CEILING PLAN X X X A-202 2ND FLOOR REFLECTED CEILING PLAN X X X ,,, W A-301 EXTERIOR ELEVATION - FRONT X X X A-302 EXTERIOR ELEVATION -SIDE X X X -- Wr o= =z)o A-303 EXTERIOR ELEVATION - REAR X X XW 00 -- - A-401 KITCHEN ELEVATIONS A-402 DOWNSTAIRS BATHROOM ELEVATIONS _ — _ Zolr A-403 HALL BATHROOM ELEVATIONS Y a A-404 MASTER BATHROOM ELEVATIONS ` A-501 MISC. X X ;. r ; NASELLO RESIDENCE RENOVATION 1190 THREE WATERS LANE, ORIENT, NY 11957 p GENERAL NOTES-2020 INTERNATIONAL RESIDENTIAL CODE R311.7.2 HEADROOM-THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS R1006.1 EXTERIOR AIR INTAKE-SHALL BE CAPABLE OF PROVIDING COMBUSTION AIR FROM THE EXTERIOR THAN 6'-8"MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OF FROM OF THE DWELLING OF FROM SPACES WITHIN THE DWELLING VENTILATED WITH OUTSIDE AIR SUCH AS O • TO THE BEST OF KEVIN MICHAEL NASELLO ARCHITECT'S KNOWLEDGE,BELIEF,AND PROFESSIONAL THE FLOOR SURFACE OF THE LANDING OR PLATFORM. CRAWL OR ATTIC SPACES.THE EXTERIOR AIR INTAKE SHALL NOT BE LOCATED WITHIN GARAGE OR -- --- JUDGEMENT,SUCH PLANS ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, BASEMENT OF THE DWELLING,NOR SHALL THE AIR INTAKE BE LOCATED ATAN ELEVATION HIGHER THAN THE 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM 2018),NFPA 70 STANDARD,NATIONAL • R311.7.8 HANDRAILS-HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH 4 THE FIREBOX.THE EXTERIOR AIR INTAKE SHALL BE COVERED WITH A CORROSION RESISTANT SCREEN OF'/." 0i ELECTRIC CODE,NEW YORK STATE ENERGY CODE 2020,AND LOCAL ZONING CODES. OR MORE RISERS.HANDRAIL HEIGHT SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS FORM A PINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE MESH. ,1 • THESE CONSTRUCTION DOCUMENTS ARE PREPARED FOR THE PROJECT ADDRESS LISTED ON THE FLIGHT.ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. M1205.1.3 APPLIANCES IN ATTICS-ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL HAVE WITH W II DRAWINGS AND ARE NOT TO BE USED AT A DIFFERENT LOCATION WITHOUT THE WRITTEN CONSENT OF HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.S"BETWEEN THE WALL AND AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF F-- THE ARCHITECT. UNAUTHORIZED USE WILL ALSO BE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT HANDRAIL. THE LARGEST APPLIANCE,BUT NOT LESS THAN 30"HEIGHT AND 22 INCHES WIDE,AND NOT MORE THAN 20' N Z M M PROTECTION ACT OF 1990 . R311.7.8.3 HANDRAIL GRIP SIZE-HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE LONG WHEN MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE J M N • NO WORK IS TO COMMENCE UNTIL A PERMIT HAS BEEN OBTAINED FROM THE BUILDING DEPARTMENT, DIAMETER OF AT LEAST 1.25"AND NOT GREATER THAN 2",IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL APPLIANCE.THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH ARCHITECT WILL NOT BE HELD RESPONSIBLE FOR OWNER NOT OBTAINING BUILDING DEPARTMENT HAVE A PERIMETER DIMENSION OF AT LEAST 4"AND NOT GREATER THAN 6.25"WITH A MAXIMUM CROSS CHAPTER 5 NOT LESS THAN 24"WIDE.A LEVEL SERVICE SPACE AT LEAST 30"DEEP AND 30"WIDE SHALL BE LLJLu PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED.THE CLEAR ACCESS OPENING p PERMIT,OR ADDITIONAL WORK COMPLETED WITHOUT THE KNOWLEDGE OF THE BUILDING DEPARTMENT SECTION DIMENSION OF 2.25" Z Q DIMENSIONS SHALL BE A MINIMUM OF 20"X 30"J,WHERE SUCH DIMENSIONS ARE LARGE ENOUGH TO W U AFTER CERTIFICATE OF OCCUPANCY ISSUANCE • R312.1 GUARDS REQUIRED-PORCHES,BALCONIES,OR RAISED FLOOR SURFACES LOCATED MORE THAN `1I ALLOW REMOVAL OF THE LARGEST APPLIANCE. C7 ,11 • CONTRACTOR TO VERIFY EXISTING CONDITIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK 30"ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36"IN HEIGHT. OPEN -- -- --- OR ORDERING MATERIALS AND TO REPORT ANY DISCREPANCIES IN WRITING TO THE ARCHITECT BEFORE SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30"ABOVE THE FLOOR OR GRADE BELOW SHALL M1507.4 MECHANICAL VENTILATION-WHERE TOILET ROOMS AND BATHROOMS ARE MECHANICALLY PROCEEDING FORWARD HAVE GUARDS NOT LESS THAN 34"IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS VENTILATED,PROVIDE 50CFM INTERMITTENT OR 20CFM CONTINUOUS TO EXTERIOR OPEN AIR • DRAWINGS ARE NOT TO BE SCALED,USE DIMENSIONS ONLY.LARGE SCALE DETAILS TAKE PRECEDENCE • 11312.1.3 GUARD OPENING LIMITATIONS-REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED • PLUMBING AND HEATING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE PLUMBING CODE OF N • YORK STATE BY A LICENSED PLUMBER OVER SMALLER SCALED DRAWINGS.DIMENSIONS NOTED ARE MEASURED FROM FINISH SURFACES. FLOOR AREAS,BALCONIES,AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES i t PROVIDE EXACT DIMENSION CLEAR SHOWN WHEN"HOLD"IS INDICATED THAT DO NOT ALLOW PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER.THE TRIANGULAR OPENINGS ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE �a [�'d` ` , FORMED BY THE RISER,TREAD,AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE YORK STATE RESIDENTIAL CODE BY A LICENSED ELECTRICIAN a%-:v°' c4 • THE CONTRACTOR SHALL NOT MAKE DEVIATIONS FROM THE DESIGN DRAWINGS WITHOUT THE WRITTEN ` AF', ii'•�i APPROVAL FROM THE ARCHITECT. ARCHITECT SHALL NOT BE REQUIRED TO APPROVE UNAUTHORIZED PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6"CANNOT PASS THROUGH. . ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL STRUCTURAL AND OR SPATIAL CHANGES DURING OR POST CONSTRUCTION • R315.1 SMOKE ALARMS-SHALL BE INSTALLED ACCORDING TO SECTION 915 OF THE FIRE CODE OF NEW ACCORDANCE WITH THE LATEST ADDITION OF THE AMERICAN SOCIETY FORT ESTING AND YORK STATE-IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE (ASTM)SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS A D `� =`.t1•, i F"."• =t • IT IS THE RESPONSIBILITY OF THE LOCAL MUNICIPALITY TO PROVIDE BUILDING INSPECTIONS AT VICINITY OF THE BEDROOMS.ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES.ALL MATERIALS USED IN CONN CSO q PROGRESSIVE STAGES OF THE CONSTRUCTION.IT SHALL NOT BE CONSTRUED THAT ONCE THE FINAL AND CELLARS,BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS.IN DWELLINGS OR THIS PROJECT MUST BE NEW UNLESS SPECIFIED OTHERWISE. INSPECTION IS COMPLETED,THE PROJECT IS IN COMPLETE CONFORMANCE WITH THE CONSTRUCTION = e DWELLING UNITS WITH SPLIT LEVELS AND.WITHOUT INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, STRUCTURAL LUMBER CALCULATIONS ARE BASED ON HEM FIR NO. WITH A FIBER STRESS S DOCUMENTS PREPARED BY THE ARCHITECT A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL � �s a AND A MODULUS OF ELASTICITY OF 1,900 KSI.REFER TO MANUFACTURERS MANUALS FORM PROVIDED THAT THE LOWER LEVEL IS LESS THAN 1 FULL STORY BELOW THE UPPER LEVEL.WHEN MORE IF THE WORD CERTIFY IS USED IN ANY OF ITS FORMS HEREIN,AND/OR ON ACCOMPANYING DOCUMENTS � RELATING TO THIS PROJECT CREATED BY THE ARCHITECT,IT IS AN EXPRESSION OF PROFESSIONAL OPINION THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT,THE MEMBER CONNECTIONS AND PROPER USE `% O ONLY,AND SHALL NOT BE CONSTRUED OR UNDERSTOOD TO BE A STATEMENT OF FACT,A WARRANTY,OR ALARM DEVICES SHALL BE INTERCONNECTED AND HARDWIRED IN SUCH A MANNER THATTHE ACTUATION • LAMINATED VENEER LUMBER CALCULATIONS ARE BASED ON A FIBER STRESS OF 2,600 PSI NDA MO ) e A GUARANTEE OF ANY KIND,EXPRESSED OR IMPLIED OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. OF ELASTICITY OF 1,900 KSI.REFER TO MANUFACTURERS MANUALS FOR MULTIPLE MEMBER CONNECTIONS R315.1 CARBON MONOXIDE ALARMS-FOR NEW CONSTRUCTION,AN ALARM SHALL BE PROVIDED IN AND PROPER USE. • SHOP DRAWINGS MUST CONFORM TO THE ARCHITECTURAL DRAWINGS AND BE APPROVED BY THE uJ ARCHITECT FOR COMPLIANCE WITH DESIGN INTENT DWELLING UNITS WHEN THE UNIT CONTAINS A FUEL FIRED APPLIANCE,OR THE UNIT HAS AN ATTACHED EXTERIOR SHEATHING TO BE LAMINATED VENEER PLYWOOD,PARTICLE BOARD,OR ORIENTED STRAND Z Q • PROPOSED WORK IS BASED ON SURVEY PREPARED BY A LICENSED SURVEYOR,AND SUPPLIED BY OWNER. GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLING UNIT BOARD u,J J ARCHITECT IS NOT RESPONSIBLE FOR SURVEY ERRORS.OWNER OR CONTRACTOR IS TO HIRE SURVEYOR TO ' R401.4 SOIL TESTS-IN AREAS LIKELY TO HAVE AN EXPANSIVE,COMPRESSIVE,AND SHIFTING OR OTHER DRILLING OF HOLES WITHIN JOISTS FOR SMALL PIPING,CONDUITS,AND WIRING SHOULD BE AVOIDED, STAKE OUTWORK IF NECESSARY UNKNOWN SOIL CHARACTERISTICS,A SOIL TEST SHALL BE PERFORMED TO DETERMINE THE SOILS HOWEVER IF NECESSARY,LIMIT AREA OF DRILLING TO THE CENTER 1/3 VERTICALLY,ONLY FOR JOISTS THAT z (/) CHARACTERISTICS AT A PARTICULAR LOCATION.THIS TEST SHALL BE MADE BY AN APPROVED AGENCY ARE SUPPORTING UNIFORMLY DISTRIBUTED LOADS.THERE SHALL BE NO NOTCHES REMOVED FROM OUTER • THE CONSTRUCTION OF BUILDINGS AND STRUCTURES SHALL RESULT IN A SYSTEM THAT PROVIDES A USING AN APPROVED METHOD,HIRED BY OWNER OR GENERAL CONTRACTOR. EDGES OF JOISTS.CONSULT WITH ARCHITECT PRIOR TO DESTROYING INTEGRITY OF STRUCTURE.THERE W W COMPLETE LOAD PATH CAPABLE OF TRANSFERRING ALL LOADS FROM THEIR POINT OF ORIGIN THROUGH SHALL BE NO HOLIES OR NOTCHES REMOVED FROM BEAMS.DRILLING OF HOLIES WITHIN STUD SHALL BE _� I- Ln R402.2 CONCRETE-POURED CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI THE LOAD RESISTING ELEMENTS TO THE FOUNDATION. CONSTRICTOR TO INSPECT THE EXISTING FRAMING MINIMUM AT 28 DAYS.PORCHES,CARPORT SLABS,AND STEPS EXPOSED TO WEATHER AND GARAGE (n Q LIMITED TO THE CENTER 1/3 WITH NO NOTCHES REMOVED FROM OUTER EDGES. FOR STRUCTURAL INTEGRITY. FLOOR SLABS SHALL BE 3,500 PSI.CONTROLLED STONE OR GRAVEL CONCRETE,AIR ENTRAINED WHERE +--I STRUCTURAL STEEL CALCULATIONS ARE BASED ON A36 STEEL WITH A FIBER STRESS OF 21.6 KSI ANDA W • R303.1 HABITABLE ROOM LIGHT AND VENTILATION-ALL HABITABLE ROOMS SHALL BE PROVIDED WITH EXPOSED.POURED CONCRETE FOOTINGS TO BEAR ON UNDISTURBED VIRGIN SOIL WITH A MINIMUM OF MODULUS OF ELASTICITY OF 29,000 KSI ly W >- AGGREGATE GLAZING AREA OF NOT LESS THAN 8%OF THE FLOOR AREA. THE MINIMUM OPENABLE AREA 3,000 PSF BEARING CAPACITY AT A DEPTH BELOW THE FROST LINE WITHIN THE GROUND. . THE ARCHITECT WILL HAVE NEITHER CONTROL OVER,CHARGE OF,NOR WILL BE RESPONSIBLE FOR THE uj Z TO THE OUTDOORS SHALL BE 4%OF THE FLOOR AREA BEING VENTILATED. Oo = CONCRETE MASONRY UNITS SHALL BE OF NORMAL WEIGHT CONCRETE.ALL WALLS SHALL BE BONDED CONSTRUCTION MEANS AND METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,OR QUALITY OF WORK, • R305.1 MINIMUM CEILING HEIGHT-HABITABLE ROOMS,HALLWAYS,CORRIDORS,BATHROOMS,TOILET WITH HORIZONTAL GALVANIZED REINFORCEMENT AT EVERY OTHER COURSE VERTICALLY NOR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK PERFORMED.THE J Z ROOMS,LAUNDRY ROOMS AND BASEMENTS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0".THE R405.1 FOUNDATION DRAINAGE-DRAINS SHALL BE PROVIDED AROUND ALL FOUNDATIONS THAT RETAIN ARCHITECT WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN W REQUIRED HEIGHT SHALL BE MEASURED FROM THE FINISH FLOOR TO THE LOWEST PROJECTION FROM THE EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE.DRAINAGE TILES,GRAVEL, ACCORDANCE WITH THE REQUIREMENTS OF THE CONSTRUCTION AND CONTRACT DOCUMENTS.THE (J) C) W ,_, CEILING.BEAMS AND GIRDERS SPACED NOT LESS THAN 4'ON CENTER MAY PROJECT NOT MORE THAN 6" OR CRUSHED STONE DRAINS OR PERFORATED PIPE SHALL BE INSTALLED AT OR BELOW THE AREATO BE ARCHITECT WILL NOT HAVE CONTROL OVER,CHARGE OF,NOR RESPONSIBILITY FOR ACTS OR OMISSIONS OF Q ln� BELOW THE REQUIRED CEILING HEIGHT. CEILINGS IN THE BASEMENTS WITHOUT HABITABLE SPACES MAY PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS INTO AN APPROVED DRAINAGE THE CONTRACTOR,SUBCONTRACTORS,OR THEIR AGENTS OR EMPLOYEES,OR ANY OTHER PERSONS OR z O PROJECT TO WITHIN 6'-8"OF THE FINISHED FLOOR. FOR ROOMS WITH SLOPED CEILINGS,AT LEAST 50%OF SYSTEM. ENTITIES PERFORMING PORTIONS OF THE WORK.THIS PLAN IS APPROVED ONLY FOR THE WORK INDICATED THE REQUIRED FLOOR AREA MUST HAVE A T CEILING AND NO PORTION OF THE REQUIRED FLOOR AREA ON THE CORRESPONDING BUILDING PERMIT APPLICATION.EXISTING CONDITIONS REFLECTED HEREIN ARE MAY HAVE A CEILING HEIGHT LESS THAN 5' • R406.1 FOUNDATION DAMPROOFING-FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE APPLICABLE CODES.THIS DRAWING IS THE SOLE PROPERTY OF KEVIN MICHAEL NASELLO,ARCHITECT AND • R308.1 GLAZING IDENTIFICATION-EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS FOOTING TO THE FINISHED GRADE SHALL NOT BE ALTERED IN ANY WAY WITHOUT WRITTEN PERMISSION BY SAME.UNAUTHORIZED DEFINED IN SECTION SHALL PROVIDED WITH MANUFACTURER'S INSTALLERS LABEL, R602.8 FIREBLOCKING-SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH ALTERATION TO THESE PLANS IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 147.COPIES DESIGNATING TYPE ANN THICKNESS O OF GLASS AND THE S SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES,WHICH IS VISIBLE IN THE FINAL INSPECTION VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN OF THESE PLANS NOT BEARING THE INKED SEAL SHALL NOT BE CONSIDERED TO BE LEGAL AND/OR VALID ATOP STORY AND ROOF SPACE. COPIES. _ • R310.1 EMERGENCY ESCAPE AND RESCUE OPENINGS-BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING WITH R703.4 FLASHING-APPROVED CORROSION RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR CODE COMPLIANCE NOTE: s <w o WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY FO WATER INTO THE WALL CAVITY OR 0>_ A SILL HEIGHT OF NOT MORE THAN 44"ABOVE THE FLOOR.MINIMUM NET CLEAR OPENING AREA OF THE ENTIRE BUILDING OR STRUCTURE SHALL COMPLY WITH THE ENERGY REQUIREMENTS OF THE 2020 cc PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.THE FLASHING SHALL ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. N a 5.7SF,GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5SF.THE MINIMUM m i NET CLEAR OPENING HEIGHT SHALL BE 24".THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH,AND SHALL BE INSTALLED TO PREVENT WATER z P HVAC SYSTEMS: FROM REENTERING THE EXTERIOR WALL ENVELOPE w i EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. R1004.1 FACTORY BUILT FIREPLACES-SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN DURING DEMOLITION,HVAC SUBCONTRACTOR TO ACCESS EXISTING SYSTEMS AND RECOMMEND z< ACCORDANCE WITH THE CONDITIONS OF THE LISTING.FACTORY-BUILT FIREPLACES SHALL BE TESTED IN MODIFICATIONS AND/OR REPLACEMENT OF THESE SYSTEMS;AS WELL AS ADDITION OFA NEW SYSTEM TO i o 3 • R311.7.5 STAIR TREADS AND RISERS-THE MAXIMUM RISER HEIGHT SHALL BE 81/4"AND THE MINIMUM MEET THE NEEDS OF THE DWELLING.ALL SYSTEMS TO COMPLY WITH THE NYS ENERGY CONSERVATION >�a:ACCORDANCE WITH UL127 w o oo N TREAD DEPTH SHALL BE 9".THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES CODE. OF THE ADJACENT TREADS.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL R3005.1 FACTORY BUILT CHIMNEYS-SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED AND 3 PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND A RIGHT ANGLE TO THE TREADS TERMINATED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.CHIMNEYS FOR ENERGY CONSERVATION-NEW YORK STATE ENERGY CODE r LEADING EDGE. USE WITH FACTORY BUILT FIREPLACES SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 WALLS BELOW GRADE=R10 MIN,WALLS ABOVE GRADE=R21,ATTIC=R38 MIN • ALL EXISTING WINDOWS TO REMAIN UNLESS OTHERWISE NOTED FOUNDATION WOOD FRAMING NOTES ELECTRICAL NOTES 1. NO FOUNDATION SHALL BE PLACED ON FROZEN SOIL OR IN FREEZING 1. ALL STRUCTURAL LUMBER 1S TO BE STRUCTURAL GRADE NUMBER 2 DOUGLAS ALL WIRING TO COMPLY WITH N.EC., 1999 OR LATEST ADOPTED AND LOCAL j, FIR-LARCH NORTH OR BETTER WITH A FIBER STRESS IN BENDING OF 85OPSI,A REQUIREMENTS. HEAD ' n HEAD �� R-11 INSULATION WEATHER UNLESS PROVISION HAS BEEN MADE TO tAWNTAIN THE UNDERLYING (NORTH) CLOSED CELL INSULATION �_ O SOiL FREE FROM FROST. EXCAVATIONS FOR FOUNDATIONS AND FOOTINGS SHALL MODULUS OF ELASTICITY OF 1.4 MINION PSi MINIMUM WITH A SPECIFIC GRAVITY OF MINIMUM CIRCUIT TO BE 20 AMP. BREAKER, (2) #12 IN 3/4, CONDUIT O _ , ` =� BE DEWATERED PRIOR TO POURING CONCRETE. NO CONCRETE SHALL 13E PLACED ,49, STNS ARE TO BE DOUGLAS FIR-LARCH STUD GRADE WITH A FIBER STRESS (_GND.) UNLESS SHOWN OTHERWISE. (D O O � O ON SOIL THAT HIS BEEN DISTURBED BY SEEPAGE. IN BENDING OF 70OPSI, A MODULUS OF ELASTICITY OF1.4 MINION AND A SPECIFIC WIRE SIZES BASED ON THE COPPER, A.W.G. �? FINISHED CEILING FINISHED COLING-SEE REFLECTED 2. ALL FOOTINGS SHALL BEAR DIRECTLY ON UNDISTURBED SOIL HAVING A GRAVITY OF .49. PROVIDE DISCONNECTING MEANS AT ALL MOTOR LOADS. EQUIPMENT SUPPLIER. O _ CEILING PLAN/FINISH SCHEDULE MINIMUM SAFE BEARING CAPACITY AS NOTED ON PLANS. 2. ALL PARTITIONS TO HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP VERIFY ALL REQUIREMENTS FOR KITCHEN EQUIPMENT WITH. MAKE ALL FINAL O 3. BOTTOM OF FOOTINGS SHALL BE CARRIED DOWN ATLFAST FOUR FEET BELOW PLATE (TOP PLATE JOINTS TO BE STAGGERED 24-MINIMUM), OVERLAPPED AT All CONNECTIONS. O Q 2.4 WOOD STUDS ONE LAYER OF J'G.W.B(TYPE X) , I THE LOWEST LEVEL OF ADJOINING GROUND OR PAV"cMENT SURFACE EXPOSED TO CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS. ALL WALL CORNERS TO MOUNT ALL ELECTRICAL DEVICES AND SWITCHES AS REQUIRED. BY THE ADA O AT 16°D.C. 2z4 WOOD STUDS FROST, BE SOLID, NO BLOCKING IS PERMITTED. THE MAXIMUM HEIGHT OF ANY EXTERIOR AND THE LOCAL STATE BARRIER FREE RULES. ;C' F7 - W II BEARING STUD SHALL BE 1D'-O'. ALL OPENINGS TO BE FRAMED WiTH DOUBLE Two LATER of�'(TrPE x'} ar i6•D.C. _ 4. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL THEIR GYP. BD.BOTH SIDES TIERS OF FRAMING, INCLUDING SLABS, WHiCH BRACE THE WALLS HAVE BEEN FRAMING UMBERS EACH SIDE OF THE OPENING WITH A MINIMUM OF 2-2X6(WITH FUSE ALL MOTORS AND MOTOR ASSEMBLIES IN A ACCORDANCE WITH THE i-2X4 WOOD PLATE z M M PLACED. ALTERNATIVELY, WPLYWOOD INSERT) UNLESS OTHERWISE NOTED ON THE PLANS. PROVIDE N.E,C. 1990 AND MANUFACTURER'S RECOMMENDATIONS. ! ,i ANCHOR TO FLOOR 24'O.C. MAX. J M N a ' ADEQUATE BRACING WHICH IS LEFT IN PLACE UNTIL THE BRACING TIERS ARE TWO (2)JACK STUDS AT EACH SIDE OF ANY BEARING WiNDOW OR DOOR OPENING, BALANCE THE LOADS EVENLY BETWEEN THE PHASES OF THE SYSTEM MINIMUM ( - UNE OF FINISHED FLOOR @n5E , _ ;DUNE OF FINISHED FLOOR N INSTALLED WILL BE ACCEPTABLE. 3. BOTTOM SILL PLATE TO BE TREATED TO PREVENT INSECT AND UNBALANCE OF 3 eASE O i _ _____ _ 1_______ W DECAY, APPROVED FOR RESIDENTIAL USE AND BE INSTALLED ON h'X6'SILL W J O 5. WHERE BOTTOM FOOTINGS ARE AT DIFFERENT LEVELS, STEP FOOTINGS FROM MAINTAIN A MAXIMUM VOLTAGE DROP OF 5 ENTIRE SYSTEM. LOW LEVEL TO HIGH LEVEL ONE VERTICAL ON TWO HORIZONTAL. INSULATION OVER METAL TERMITE SHIELD AND AN ADDITIONAL Yz'K6'SILL `� z Q INSULATION. INSURE NO DIRECT CONTACT BETWEEN TREATED SILL AND TERMITE COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL, AND PLUMBING �_�_2x4 PLATE LHR RATED PARTITION W U ,i 6. THE DEPARTMENT OF BUILDINGS SHALL BE NOTIFIED AT LEAST TWO WORKING SHIELD. TRADES IN FIELD. 68 f ANCHOR TO FLOOR 24.0.0. MAX. 5°NOM. ' STC DES I U465 LD U) rL DAYS PRIOR TO CONSTRUCTION OF FOUNDATIONS. 4. ALL WINDOWS TO BE SET WITH A HEAD HEIGHT OF 80"AT ALL FLOORS UNLESS VERIFY ALL EXISTING JOB CONDITIONS AND ACCOMMODATE AS REQUIRED FOR A F 2HR RATED PARMION _- BSA 1 81-98-M OTHERWISE NOTED. DOORS TO BE SET AT THE SAME HEIGHT. COMPLETE INSTALLATION, UL DES 6 U410 ..l FOUNDATION -- 5. DOUBLE UP ALL JOISTS AT ROOF AND FLOOR OPENINGS. HEADERS TO BE ELECTRICAL PANEL SHILL BE ENCLOSED INTO THE WALL o . 1. NO FOUNDATION SHALL BE PLACED ON FROZEN SOIL OR IN FREEZING DOUBLED AND MATCH DEPTH OF PARTITION TYPEG 1 Z\ PARTITION TYPE 2 e� � kA�L WEATHER UNLESS PROVISION HAS BEEN MADE TO MAINTAIN THE UNDERLYING ADJACENT FRAMING MINIMUM 50% OF PERMANENT L.IGHTiNG FIXTURES SHALL BE HIGH-EFFICANCY 1 j N.T,S '' i N.T.S y SOIL FREE FROM FROST. EXCAVATIONS FOR FOUNDATIONS AND FOOTINGS SHALL 6. WHERE FRAMING MEMBERS ARE 2X10 OR GREATER. INSTALL SOLID BLOCKING AT BE DEWATERED PRIOR TO POURING CONCREM NO CONCRETE SHALL BE PLACED POINTS OF BEARING (FLOOR JOISTS OR RAFTERS) TO PREVENT ROTATION AS ' _ '.•Ji", `-�`a rt ON SOIL THAT HAS BEEN DISTURBED BY SEEPAGE REQUIRED BY RCNYS 802.8. I `- meTl T g T; 7. ROOF, FLOOR AND CEILING JOIST FRAMING IS TO BEAR A MINIMUM _ 4 F a } s R-11 INSULATION Z 2. ALL FOOTINGS SHALL BEAR DIRECTLY ON UNDISTURBED SOIL HAVING A O _ MINIMUM WE BEARING CAPACITY AS NOTED ON PLANS. OF N B YON EACH SIDE WHEN BEARING 4N A STUD PARTITION AND 3'MLNiMUN THINSET CERAMIC TILE ( i WHEN BEARING ON A MASONRY PARTITION. WHERE �� �' cm. J 3. 8d7fOM OF FOOTINGS SHALL BE CARRIED DOWN ATLEAST FOUR FEET BEL01'! JOISTS OVERLAP AT A BEARING PARTITION, THEY SHALL OVERLAP EACH OTHER A i LAYER 5/8' (J �� THE LOWEST LEVEL OF ADJOINING GROUND CR PAVEMENT SURFACE EXPOSED TO MINIMUM OF 3-AND BE NAILED AS REQUIRED IN THE NAILING SCHEDULE IN WATER RESISTANT FROST. ADDITION TO THE CONNECTORS REQUIRED (SEE DETAILS). GYPSUM PANELS I LAYER 5/8' O 4. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL THEIR 8. WHERE POSTS ARE CALLED FOR, THEY ARE TO BE CARRIED DOWN TO T GYPSUM BOARD O (1)LAYER TIERS OF FRAMING, INCLUDING SLABS, WHICH BRACE THE WALLS HAVE BEEN FOUNDATION WALL OR FOOTING, THROUGH SUBFLOOR AS REQUIRED. < X-ON 2x4 WOOD STU O O.C.WITH R20 CLOSED PLACED. ALTERNATIVELY, 9. INSTALL 8 SHEETS OF%'PLYWOOD(B-C FACE) AT ATTIC IN LOCATION TO BE a FOAM INSULATION. ADEQUATE BRACING WHICH IS LEFT iN PLACE UNTIL THE BRACING TIERS ARE SPECIFIED BY OWNER. "-1/2'RESILIENT 4 '4 ©S-' INSTALLED WILL BE ACCEPTABLE. 10. INSTALL SOUR BLOCKING EQUAL IN DEPTH TO FRAMING MEMBER AT MDSPAN 2X4 WOOD STUD CHANNEL® 16'O.C. fl _ OR 8'-0'ON CENTER WHICHEVER IS LESS IM ALL FLOOR AND COLING ® 16'O.C. SECURED TO METAL o < 5, WHERE BOTTOM FOOTINGS ARE AT DIFFERENT LEVELS, STEP FOOTINGS FROM ( ), STUDS. O LOW LEVEL TO HIGH LEVEL ONE VERTICAL ON TWO HORIZdnTA! CONSTRUCTION, a NEW FOUNDATION WALL(TVP.) 11. AT WALL CONDITIONS, INSTALL SOLID BLOCKING BETWEEN STUDS AT EIVOC fl< 6. THE DEPARTMENT OF BUILDINGS SPALL B= NOTIFIED AT LEAST TWO WORKING LHR RATED PARTITION W VERTICALLY. SEE DETAILS AND 4° O DAYS PRIOR TO CONSTRUCTION OF FOUNCAIT'OiJS. UL DES I u442 NOTES FOR INFORMATION REGARDING ADDITIONAL FIREELOCKING AT SOFFITS, SIC 51 2HR RATED WALL CONCRETE FLOORS, WALLS AND CEILINGS. BSA III 553-85-M E o BSA#440/75 BCR W 12. AT ALL CORNERS,GABLE ENDS AND ROOF OVERHANGS SHALL BE REINFORCED � U 1. ALL CONCRETE WORK INCLUDING FORMS SHALL CONFORM TO N.Y.S BY THE APPLICATION DF V) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. WATERPROOF INDUSTRIAL ADHESIVE APPLIED TO ALL BEARING SURFACES OF ANY �, z 2, DESIGN STRENGTH: MINIMUM COMPRESSIVE STRENGTH (f'c)IN 28 DAYS FOR PLYWOOD SHEET USED IN THE / 3 PARTITION TYPE 3 < PARTITION TYPE 4 W4 -SO ALL FOOTINGS, FOUNDATION WALLS AND SLABS SHALL BE 4,000 psi. SHEATHING OF SUCH CORNER, GABLE END OR ROOF OYERHANG N.r.s \fir NTLn 3. PROPORTIONS AND MIXES: 13. INSTALL HORZONTAL BLOCKING AT ALL WALL SHEATHING JOINTS UTILIZED AS ^ Q dl A. THE MINIMUM NUMBER OF BAGS OF CEMENT FOR EACH CUBIC SHEAR WALLS. 2 3/4'OAK wOOD r L I *'1 YARD OF CONCRETE (ALL AGGREGATES) SHALL BE AS FOLLOWS: 14,WHERE RAFTER TiES ARE NOTED, INSTALLATION TO BE SIZED AS NOTED,WITH RAILING 1, D STAIR NOTES W f'c 4,000 ONE TIE FASTENED TO EACH SIDE OF RAFTER WITH 5-10D COMMON NAILS EACH t, aESICATCTOR SHALL CHEAT AND STAT FLOG HEIGHTS FRIAR ro OAK WOOD FABFICATtCki AND INSTALLATIC1d CF STAIRS. � W } psi, 5.75 BAGS PER CUBIC YARD. SIDE TOGETHER WITH NOTED CONNECTOR, STAIR POST I 2 MAX14UN RISER c I.IINIIJUIJ TREAD: 9-i/2' A-1/4'N"tc B.THE WATER-CEMENT RATIO SHALL BE PROPORTIONED CORRESPONDING SPACING TO BE AT 32°OC.LOCATION OF RAFTERS TO BE DETERMINED AS f ((( THE SUM Or Two RISERS PLUS ONE TREAD SHALL NOT BE LESS THAN O Lu TO A POiNT ON THE STRENGTH VS. WATER-CEMENT RATiO CURVE REQUIRED BY 11E LOCATION REQUIREMENTS. svMCD FINISH ! I i ! 24'1:=.MIC=E THAN 25-1/2'. J REPRESENTING A STRENGTH OF CONCRETE AT LEAST 25Y HIGHER THAN iNE 15. DOUBLE ALL BEAMS LOCATED BELOW AND PARALLEL TO PARTITIONS ABOVE. FLOIRING I 3. UPPER SURFACE Of EVERY TALUSTRADE OF RAILING SHALL BEr J = STRENGTH SPECIFIED ON THE PLANS, WHERE OPENINGS OCCUR WHERE NO PARTITIONS ARE PRESENT, THE TABLE ON I I I AT LEAST z'-s'Ih:D NJ+IMi Y-6'ABOVE T F FRONT u..E u t L-. THE STAIR Tn'EADS A.ND 2'-8"MINIMUM,3'-0'MAX�M:;.4 ABOVEW z C. SLUMPS SHALL NOT EXCEED TIE FOLLOWING: SHEET Al iS TO BE USED TO DETERMINE LUMBER SIZES AND CONNECTIONS. ! `• LEVEL CF LANDING. p W 4. SOTII OF STAIR TO BE CCVCPED WTH 5/8'SHEETRO�TrFl'X' L--I i. 5" (�1") FOR GEMENT WiTH GRAVEL AND STONE AGGREGATE. � III � `' �, 1 Q1 � 4, CONCRETE AND REINFORCING MATERIALS SHALL CONFORM TO-THE N.Y.S CODE ( I 6'BASE MOLDINGz ,--I 5. AIR ENTRAINED CONCRETE; CONCRETE WHICH IN ITS FINAL STATE WiLL BE AT WALL EXPOSED TO FREEZING WEATHER SHALL HAVE A MIX DESIGNED WITH wATERSTnP. ' ` 3/4'COX PLYWOOD ENTRAINED AIR TO PROVIDE THE CONCRETE WITH MAXIMUM RESISTANCE TO -1 1/2"CLEAR. /" SU6FLOOR AT V-0'MIN. TREAD AND RISER FREEZING. (ALL ENTRAINING MIXTURES SHALL CONFORM TO ASTM 260). LATS TYP. 1/4'WOE MAX. 6. SLAB ON GRADE: THICKNESS AS INDICATED ON PLANS. REINFORCE WITH 6X6 1'DEEP SAW CUT c FIRE BLOCKING ONTROL JOINTS. /10X10 WTD. SLABS TO BE PLACED ON POROUS FILL 6"THICK UNLESS �EPGxr carcD WI.D.V12.0 2 E �--5/8"TYPE"x' OTHERWISE NOTED_CONCRETE TO BE 4,000 psi. T/sue 1�1 TY.Vlll. LJ uEvj°�°FN V- GYPSUM BOARD 304-FIT (! U SEE SEE PCaH �PIA>l. CARRIAGE ¢ I...TOP ) ¢ o •p, c' PUTTS < o Mr.) RATED VV00D STAIR DETAIL ° > J/ OR HSM AS SPECIFIED 0 c1 Q,u N.T.S y 0 Z i G-i'COARSE AGGREGATE MATER'S 4J , P zo Z j �COVPACTEO GJHTROLLED SUB,RAGE, v L9 VIRGIN SOIL/ROCK. FSERRA NC RAFM w/� - < i CONSTRUC110N JOINT WHERE 1. REOl11P,E0. i PLAN J07� TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Z o 3 a VAPOR BAFRIER(ONLY AT INTERIOR SPACES). -;. GROUND WaND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOR WR NEIN >N SLAB ON GRADE DETAIL (TYP.) SNOW SPEED TOPOGRAPHIC SPECIAL WAND-BORNE DESIGN WEATHERING FROST UNE TERMITE DESIGN UNDERLAYMENT HAZARDS FP,EEZING ANN'. Y a LOAD (NPH ffFECT5 W.ND REGION DEBRIS ZONE CATEGORY DEPTH TEMP. REWIRED INDEX, TEMP. r, lI.TS PTOT : $ H10.2 ADOrTING 8ESH E R WAFTERS AND 20 130 NO YES NO 8 SEVERE 4'-0' MODERATE 18 Yrs NO 172 60 _ AMYN FOR SHEAR C SEE PER NOT S}1TAIT F S GAMETE,SEEAPPLTCABLE \,\ I.At EXTERIOR EXPOSURE FitOV70E CONSTFUCTION OR S4WxlT CONTROL JOINTS AT �f� DErzusAs rtEOIrJITa COMPLIANCE NQ7E. . V-0-O.C.MAX,AHD E'xPANSION JOINTS WITH COMPRES..IBLE FILLER AT 15-D"HAx TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, 2 AT INTERIORSFA^,,PRDY11 col+toL OR caysiRucnoN JOISTS N xD'-0,o.C,Mux. RAFTER TIE TO TOP PLATE I THESE PLANS AND SPECIFICATIONS N2E IN COMPLIANCE WITH THE 20151RC. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Nt DESCRIPTION OF BUILDING ELEMENTS NUMBER&TYPE OF SPACING OF FASTENERS O FASTENER a-b.c.d O JOIST TO SLL OR GIRDER.TOE NAIL 3-8d - IW SUB-100R OR LESS TO EACH JOIST.FACE NAL Z STAPLES,1 -- — --- SUBR.00R TO JOST OR GIRDER,BL21D&FACE KAL 2-16d - SOLE PLATE 10 JOIST OR BL0004,FACE NAIL 16d 16"O.C. p TOP OR SOLE PLATE.TO STUD.END NAIL 2-16d _I SW TO SOLE PLATE,TOE NAL 3-84 OR 2-166 -1 DOUBLE STUM FACE NAL 10d 24'0.Q U) II DOUBLE TCP PLATES,FACE NAIL 10d 24+O.C. LU SDLE PLATE TO JOIST OR BLOCKING 58RAQ0'WALL PANELS 3-16d 16+O,C. - DOUBLE A ADJD,IAIFI411-NCA. 6 l JONIS, �1�{ - O M M SLOO(ING BETWEEN JOISTS OR RAFTERS TO TCP PLM TOS NAIL 3"� - i�.. J N (1 RIM JOIST TO TCP PLATIE,TOE NAR Bd Q.C. Q O WP PLATES,LAPS 0 CORNERS&LNTET6ECTO S,FACE NAIL 2-10d - •• N 6JALT-UP HEADER,TWO FECES W1. SPACER 16dLLJ - � CONTIMAD HEADER,TMTJ P_-CES 16d "Q W J 00 CEILING:aSTS TO PLATE,T NA4. 3-8d - LU W U r- CONRWJOUS HEADER TO STU),TOE NAL 4-ad CELING LIST,LAPS DYER PAP,TIDONS,FACE NAIL 3-ICt1 - CEILING LIST TO PARALLEL RAFTERS,FACE NAIL 3-10d ' RAFTER TO PLATE,TOE NAIL pp 2-16d Bd - f BRACE TO EACH STUD&PLATE,FACE NAL MAPLES,1 1-x5'SHEATHING 10 EACH BEWNG,FACE NAIL 1-.8-SHEATHING TO EACH BEARING,FACE NAL a �d 3 STAPLES. WIDER THJN 1 _ .", ... "A' .,�'' .... ,, t , �' ., �'E c ,• "__ E•, h : s - '+8'SHEATHiNG10EA^.HBEARING,FACENAIL ApLES,t .`1teL")� �a!$a`�'..". I,t:':c,v�-,�^::> ;4 4+.'•:°-t.�I:t 'e;.:�.i.FI`I:`•, Z`-.i"..,2�^ i'i'<,..iE•'''t.s F�"`t Cii.Jti; '.° i;4:,t:`:��";,i r I''Jia°-`': tJJJ; -,p..;1"j(;) €:��_'�,�' 'At=`s.-i, ds BULT-UP CORNER STUDS 101 24.O.G �'� 100 NAIL EACH LAYER AS FOLLOWS: BULT-UP QRDERS&BEASTS,2-D{CH.LUNAR LAYERS 32'O.0 8 TII PrW NUT' mDs A aC Ska 2 PLANKS 2-16d 0 EACH BEARING ROOF RAFTERS TO RIDGE,YAAEY OR HIP RAFTERS: _ E1� .T = •i 4-16d ICE JAIL °1 FACE NAL 3-16d RAFTER TIES TO RAFTERS,FACE 3-8d - �j 1190 THREE WATERS LANE N00D SCIURM PAS.$9JBFl-COR.ROOF&WALL SHEhTHIh�TO FRALlIVG,&PARTA'AID(DARD YlA!1.SHEATF(ING TO FRAMING THI 5/15-\ "6d( 11 HAI- OCR W 6 12G ORIENT,NY 11957 �4 ou89421 Pa cnuuad NAI. RODF (THE HOME IS NOT IN A FLOOD ZONE) 19/32-1 U COMMON NAI, 6 12 ®P 1>,! `d NA 6 12 i�5 DESCRIPTION OF SPACING OF FASTENERS DESCRIPTION OF BUILDING MATERIALS FASTENER a.b,c,d EDGES(inches) INTFRMFDIATF. ��LL1�u��Lpp SUPPORTS inches) LU ,N BiEnTHIF 3 6 z PAL OS>C 3 6 W Mw A uCTIA&CELLULOSIC ABERBOAD 3 6 \G1P9JN 9 ATHCLG R 9wv&ANREO, 4 8 7� GYPSUM SHEATHING ! CRLYAY RO�F�JG'J 55 LU LU IZEO, 4 8 L CCM4! APLE Q H TEDDO STRUCTURA_FAhT:15,COMBJJAOON 9JBFLOCR UYDERlA1NEHT TO FRAMIHC I--1 Q Ln Ql 6 LE55 5d 05ORWED NAIL OR Bd C"ON NAL = 6 12 U) �--I 1 84 COYMCN NAL OR 8d DEFMIED NAL - 6 12 W// '0*UNMIAN NAIL LH MtUKMLV 1=11 NAL 6 12 LL LU >_1/�s BOLTS OR LAGS RAFTER TIE TO TOP PLATE .... .--. _-- ..__--. ......... .........---.--._ .._..--._" _ .-" --- _._--__-.--_-._.._-- LU Z a 1'-6'O.C.STAGGERED. HEADER SEE PAN. O BEETS OR LAGS SHALL PENETRATE ALL ADJOINING DETAIL SIMPSON FASTENERS-NAILS LL VEMSERS END TO END. f­J:AS13.SEE PLAN. MARK -PIECE 1� RAFTER TOP PLaIE 1 A H1 6-8d x 1 112 q Ed ,WUJ D D/L H"� I ° y( 8 HSO+HSOR 8-Sd x 112 8$d x 1 In R � � W HIP CORNER PLATES DETAIL D/4 '' c Hllz 6-t6d x 2 1f2 5-16d x 2 12 7 4 O \ Studs NOTTOSCA;E ILN 111 D HIO-2 6-SDd 6-SOd 0 L � LAGS RSEAE M W E KS24 2 9d SLAYT 8-8d Ro Jast JJ57 IIANGDRS hEAG_RS fJ.< LR0,11AER(TYR)LRLLIYER(TYR) INSTALLED. trors JJQT. - H6 AT 32"O.C. nsloll I-AT HEADER TO TRwVV CCNNCHCRI PROMD2(2)3/5'e LAGS iHP,GICH PROVIDE 1-HR. TIRE RATING MASTIC SIMPSON STRONG-TIE iti2shers i MIAVEP,8AT0 END Cr NEW HEADER FNO COATING AS PER UL X634 011 ALL N.T.S LANG H 2.FR KI40 1,41 PROUDE F.(4 ADDIT0IAL LAGS,(2)70 EA+.DI SIDE CE HEADERS STEEL STRUCTURAL MEMBERS TYP. LENGTH Y FRAFCNC I;JIU TP.lA!YERS.{4 1UtAL)_ TYPICAL TYE BETWEEN FLOOR YP. DETAIL AT HEADER,/TRIMMER (2) 4 3x3"a5 16* GYPSUM N'ALL P.CAp.D H I INSTALLED IN ACCORDANCE O DETAIL HIP RIDGE CONNECTORS DETAIL mOI TO 5 ALE " ; x 0'-3'LONG. LSYTH CHAPTER 7 (INTERIOR) NOT TO SCJLLE - -1 T6d NAIL AT 24 ltd,O"C. U H RAGE BO "•1.1•'' -J1�4 GYPSUM WALL BOARD WOdO Fosr Put FLAN,DGRHc PER PIAN T6d NAIL AT 24 1N.0"C- INSTALLED LN ACCORDANCE CLEAR O �cscnx aH StEEL BEAN NIH .r. _ sYFs;rL DLSRAER(mJ B33 O0. TSJIS PLY'ND SHTH•G L CHAPTER 7 SPAR LU o PER PLAN STEEL BEAU-� \ ql m m Z 'I RAFTERS ` Z J O X0(9 Sfra EEM.SM PER PIAN -.s \ - v,'OOD STRUCTURAL PANEL Q>- T' ? Rav FTA sF �—6x8x1 BEARING RJSTALLED ItJ aCCORDa110E x N PLATE ON OD14CRETE Lt1TH TABLE r602.3(l) 2M a N / I WALL \ WOOO STRUCTURAL PANEL 8d NAR. AT 6 IID. O.0 ON ALL LENGTH z O 3 -HPJNK �TA6LR R602 ED IN i(1�ArdcE FRAMING IEMEERS NOT AT O-d .n I" _ 0O .'. I'NC'4 S 11TH, - PANEL EDGES AND 1G IN. nd distance minimum �-a 8d NAIL AT 6 IN.O.C. (ALL PANEL EDC£S) Pr �i c • 8d NAL AT 12 IN.O.C.CAN ALL a OUT O.C. ON ALL FRAMING ___ NIm Axst wIH MEMBEkS NOT AT PANEL EDGES E uo1 number cT ,Y..•-� srWw+STWIN LOAD BEARING WALL FRAMING Me�AE'£R6 NOT AT G / ,•-r"� --'' JOST"ICER(M.) M'� FA"TEL ETivE5 specified..;Is in CONIRACTDT m(SYY"M100 SIYPSa4�� �_ Goch end ELOWAG NUE'Or STEEL u- GE 1 BEW AA5 RTD EY.TERIOR INSIDE SUPPSTEEL REAM Ar+D JOIST cOrINL`ETAT, EDC•E BEAM AND RAFTER f_1NNECOON DETAIL STEEL BEAM BEARING DETAIL (TYP.) EXTERIOR OUTSIDE CORNER FRAMING ECTIDN asT SIMPSON u, TJX 5 N.T.S. CORNER FRAMING N•1 S STRONG-TIE CS16 4 _._......_... -- _..._.I ' ' PLUMBING VENT PLUMBING NOTES r) 0 ' ---- ' ---- ' ---- ' --- ' ---- ' ---- ' ---- ' ---- ' ---' ' --- ' ---- ' 1' ALL WORK SHALL FOLLOW THE NEW YORK STATE BUILDING CODE AND oounLY PLUMBING RISER | � WITH APPLICABLE STATE AND 14ATIOIZAL STANDARDS. INSTALLATION SHALL 81 | | | --- IN'' -- WORKMk"� ]P ---~R TO --^ '^ SYSTEM '~~'-`~ . � GEN NOTE:- ' ' 2. CONTRACTORSHALL FIELD VERIFY MSIINGCONDITIONS, —ATI-- -- -ALL WORK SHALL o[DONE mxLICENSED PLUMBER m � | SIZES ,' '~=°� " '�°"�° "�"�'�'~^� ^,°�°~"° ~ "�NEW PIPING. CONTRACTOR SHALL BE RESPONSIBLE FOR LEAKS & DAMAGE IN �m. THE STATE 0FNEW YORK | ' | RISER SIZING mmmonmon�moco��u�mnY | | | PIPING -- - CARELESS- - HANDLING-- WHILE- MAKING- - --- CONNECTIONS.' LLI -LICENSED PLUMBER IN THE STATE 0FNEW YORK . ' . - ALL NEW PIPE `INSTALLATION SHALL ~^ ACCORDING '` 'E ~' -�WU�K�T�P0u0N U�yTo���Wu��l � NEW HALL BATHROOM | TER STATE ENERGY CONSERVATION `~~ ^� ^ ' ^~~TER '~^ SHALL`~^ ~- BATHROOMTHICK GLASS FIBER INSULATION VATH VAPOR BkRRIER. COLD WATER PIPING SHALL m m | | �� -�WUm�x0BRm�mo�o���w BATHROOM / | / —^ ' THICK^~ `~~~ '~~` INSULATION ~^' VAPOR ~`^~~` `~� '~~ 8N�RC�NB��x�@Y�� . � »auumo s�uxw� AT LEAST 4-0 I.S. DE14SITY WITH 0-25 K-FACTOR AS 174 ��E\����D�����N��� ' VVP b�/ �T VV/` U�/ U�/ �A ' �U�'=� u' ���w� v»����� � A �/=� co Lu -muADonUu��vm��-��owx�x�N8�� �0 � ,, `^ `-' `, `� ' | v' `� �� `" �� `, .'' / *. INSULATION oHANGERS SHALL exPROTECTED VwCOLD WATER, AND oouen/u WELL WATER RDKNlON3YSTEJ | | «ur wmEn nnuo BY^ SEnxow vr mupn[sao oumo noER wpc /NSm:omw WITH AMETAL SADDLE ONTHE OUTSIDE mTHE INSULATION. 5� FOR FITTINGS AND VALVE, USE PRE-MANUFACTURED PRE-MOLDED FITTING or | THE SAME MATERIAL AND THICKNESS AS THEnPE. a ALL VAPOR oARmom SHALL BE wonNUwoa THROUGHOUT AND ooumoco SEALED AGmwsrMOISTURE PENETRATION. ooNOT USE STAPLES mVAPOR BARRIER JACKETS. | | � ^umpxowm nnw� umc*�o*mLooupu�H mm,mm STATEwmTmxm�/mmaN��� | ' | | uo/umwG CODE. MARK AND TAG ALL PIPES AND VALVES /wACCORDANCE WITH THE av/m/wG omwmmu ' ---- ' ---- ' ---- ' -�-' ---- ' -�-- ' ---- ' . . ---' ' ---- ' ---- ' ---- ' ---- ' -- u *ALL VALVES FOR DOMESTIC WATER SHALL BE 125 /o/ BRONZE WEDGE GATE | | VALVES AS MANUFACTURED BY FAIRBANKS. JENKINS, WAuVIORTH OR EOuAL 9. AU PIPING SHALL BE sor,oxno FROM omm/wa STRUCTURE WITH m`pnoVEn oump /mnmmusm ouw� _ | 1uALL WASTE LINE CONNECTIONS SHALL BE MADE mMEANS OF 45 DEGREE � | � nmwGS. WITH CuzmovTS. pnvx omuL BE LESS THAN 2" IN DIA AND 1/8' PER n mu FOR ppm uwmn THAN r IN mVL KITCHEN . ' v1. THE CONTRACTOR SHALL VERIFY cm� mCmmm m ���� �m' oom LAUNDRY oATzuuuM WATER AND HOT WATER nm�s FOR ALL pmuewGx�«-or�w\� FIELD. Lu ' �/�� | ' / `� . VV(` LAV �A [lVV | ,,^' �� `, `^. . � wmNEMMICAL PIPNG INSULATION CR LU LU Ln PIPING CIRCIILAIING HOT WATER SYSTEMS < NEW DEDICATED PLUMBING UNES Lu R-3 INSULATION AS PEf? TO SERVE NEW MASTER BATHROOM LU SCALE,N.T.S NEW KITCHEN SINK 0) 1-4 DISHWASHER-AT iq� 111STING LOCATIONS 2! 0 TO ENSTING SMEM NEW WASHING MACHINE,SUPPLY WIR CONTROLLED BOX-CONNECT TO ENSTING AUTOMATIC SH UT OF D A&C, RISERS VALVE WITH LEAK DETECTION AND BATTERY BACKUP CJ HJ MULTI-STAGE WELL WATER DOSTING WELL AND ALTRATION SYSTEM PUMP TO REMAIN- SERVICE AS REQUIRED ui C3 TO ENSURE OPERATION ELECTRIC HOT (P :m'o' WATER TANK o W TAN K OF Ko �- . -_-- . --L- . ---- ] ---L- ] _--' .| ---- . |---- . -_-- . --_- . --__ . ____ . _--- . -_-- . -___ . ___ . | | | | ZONING SUMMARY 1190 THREE WATERS LANE, ORIENT, NY ZONING DISTRICT:R-40 I i LOT AREA:12,500 SF GROSS FLOOR AREA: MAX GROSS FLOOR AREA: 2,100 SF+12.5%OF AREA OVER 10,000 SF i 12,500 SF- 10,000 SF=2,500 SF X.125=312.5 SF ADDITIONAL ALLOWABLE 313 SF+2,100 SF= 2,412.5 SF MAXIMUM ALLOWABLE FLOOR AREA i IST FLOOR GROSS FLOOR AREA: 1,109 SF EXISTING COVERED PATIO: 416 SF 2ND FLOOR GROSS FLOOR AREA:.+933 SF 1ST FLOOR: EXISTING GROSS FLOOR AREA: 1,109 SF 2,460 SF(EXISTING NON-CONFORMING) EXISTING COVERED PORCH FLOOR AREA: 416 SF LOT COVERAGE: BUILDING AREA MAX 20% NO CHANGE TO LOT COVERAGE LOT AREA:12,500 SF X.2=2,500 SF � - - - - - - - - - - - - - BUILDING AREA(EXISTING NON-CONFORMING): / w EXISTING DWELLING: 1,109 SF / EXISTING PATIO+POOL: 1,463 SF EXISTING DECK: 350 SF / EXISTING COVERED PORCH/DECK: +416 SF 3,359 SF(EXISTING NON-CONFORMING) *NO CHANGE TO EXISTING HOME FOOTPRINT / f / j I I /l Jt' Ijf I / ``•J ' I I I' I t EXIST. POOL do PATIO t TO REMAIN i I NEW SITE I I NEW FENCE I t';' FENCING EXISTING j of z EXIST. DECK tj LANDSCAPING 121_0 350 SF 35'-01� I 53'-011 t l TO REMAIN EXISTING EXISTING Oo` EXISTI AREA OF NEW PATIO I I El LIVING ROOM / DINING ROOM ! +/_ 191_411 i Yl x 'x. �n I o z I 7"'I'l,""711""!"ll ED a 15 -0 MINIMUM + I I-cn ; \,' - x i T , X\x I KITCHEN` i EXISTING PLAN= NEW ftMTNG BED IN NEW PAVER WALKWAY TO BED i0 RENAW— — — — — —— — — — r FRONT OF PORCH I MATCH POOL PATIO i 3.51-01N 191-1011 10, EXI jING EXISTING COVERED PATI CONVERSION OF EXISTING N c COVERED PATIO TO NEW wSCREENED IN PORCH � EXISTING WALKWAY TO BE REMOVED EGRESS WINDOW WELL I NEW ASPHALT DRIVEWAY �'� KE AT EXISTING LOCATION ' , 0 1001-0"- fKa KEVIN MICHAEL NASELLO ARCHITECT 4 6"`g' SITE PLAN 102 COUNTRY CLUB DRIVE NASELLO RESIDENCE � ��°' `°` °"y , - - Z PORT WASHINGTON,NY 11050 ; ZONING INFO / 585.749.5755 1190 THREE WATERS LANE / i - SCALE: 3 32 = 1 -0 ORIENT NY 11957 11/o9/zoz3 001 DEMOLITION GENERAL NOTES: ALL EXISTING SHEETROCK TO BE REMOVED,AND REPLACED WITH O NEW EXISTING EXTERIOR WALL INSULATION TO BE REMOVED AND REPLACED WITH NEW SPRAY FOAM --- ALL EXISTING ELECTRICAL WIRING,SWITCHES,RECEPTACLES,ETC. TO BE REPLACED WITH NEW Z O T —F 1— T EXISTING WOOD FLOORING AND SUB FLOORING TO BE REMOVED Q AND REPLACED WITH NEW a- II X EXISTING WINOOWS TO REMAIN-PROVIDE NEW TRIM PERO O "4- O I I I h EXISTING BILCO BASEMENT DOOR ARCHITECT SELECTION TO REMAIN EASING CLOSET DOORS TO BE REPLACED WITH NEW -j O w — — — — EXISTING TO BE REMOVED F- Lu Q O u') w U 11M16 8001 ai16 ROOM / EXISTING DOOR &FRAME TO BE REMOVED I I INCLUDING ALL HARDWARE D � s r Q EXISTING WINDOW TO BE REMOVED, A; '� OPENING TO BE ADJUSTED FOR DOOR I Lv EXISTING 2 STORY STRUCTURE RELOCATION TO REMAIN " IIIIII ao m PAHO(omt) EXISTING STAIRS STRUCTURE TO EXISTING DOUBLE 2X12 HEADER TO ® : REMAIN-PREP FOR NEW FINISH REMAIN — — WOOD TREADS TO MATCH FLOOR w /) DOSING DOOR TO BE REMOVED AND RELOCATEDIIIIII DOSING CENTER POST TO BE z EXISTING STAIRS TO BE REMOVED -T REMOVED,AND REPLACED WITH I NEW STEEL HEADER-TO BE WSIZg SED u ENGINEER(FLINCH D BY NYS PLATE OR z III W-SEC110N STEEL BEAM) W w - - - - - - - - - � -. II O Ln JH 1-4 all mumI PANTRY Lu T-i Lu PR��D SQiFDm N P0101 , , L- - - - - - - - - - - I 0 = z oLU —————————— a1aEN �Q °' oC � � - Z ,-I O I 1 L JII I I PLUMBING TO REMAIN AT \DOSING LOCATION0-1 I BAllll001 - - - - - - - - � EASING REMAINS, NEW DRAIN TRIM TO I I IHOWER PAN TO I� �I BE INSTALLED x U o 0 W o I I Z'0 Lu TUU Z_ 2 H x h I ILp Om I I DEMOLITION GENERAL NOTES: N ALL EXISTING SHEETROCK TO BE REMOVED,AND REPLACED WITH O NEW EXISTING EXTERIOR WALL INSULATION TO BE REMOVED AND REPLACED WITH NEW SPRAY FOAM --— -"- ALL EXISTING ELECTRICAL WIRING,SWITCHES,RECEPTACLES,ETC. TO BE REPLACED WITH NEWz z 2161EXISTING WOOD FLOORING AND SUB FLOORING TO BE REMOVED III AND REPLACED WITH NEW a- II EXISTING WINDOWS TO REMAIN-PROVIDE NEW TRIM PER O ;j- m 1 ARCHITECT SELECTION O �00f1 — I EXISTING CLOSET DOORS TO BE REPLACED WITH NEW O O J r" - - — — — EXISTING TO BE REMOVED Z LE Q � IIS I F `L' U '-' / I EXISTING DOOR & FRAME TO BE REMOVED N MODIFY EXISTING WINDOW I I INCLUDING ALL HARDWARE ❑ I I I OPENING TO ALLOW O NEW 32XBO EXTERIOR DOOR EXISTING WALLS TO BEDEMOIISHED- -- - - -- — — — — — — — — — — — — — — — — S REFER TO PLANS FOR NEW LOCATIONS I r ` mI 'A-14 PROVDE NEW SLIDING CLOSET DOORS i EXISTING DECK STRUCTURE TO REMAIN NI IIIII m -REMOVE EXISTING DECKING, I SLEEPERS,AND ROOFING,AND REPLACE WTH NEW — NOTCH CORNER OF CLOSET II �/ TO ROOTO OW FOR F DECK DOOR SWING I I ®o< L g r_�• I(�� __ _ _ EXISTING DECK STRUCTURE TO REMAIN-REMOVE � —— EXISTING DECKING, I W SLEEPERS,AND z ROOFING TO BE q \� ODfI REPLACED- I I ui J PROVIDE HURRICANE� I V REINF2' STRAPPIAG"IZ" I I) CODE I I WQ Lu N _ — ——– EXISTING DOOR TO BELn 2 4 BAlm DEMOLISH BATHROOM AND wm REMOVED,AND REPLACED 3 I F(2) ET WALLS TO CREATE NEW 2-4• WTH NEW IN SAME LOCATOIN I W� a THROOM CONFIGURATION- I � I I I I I �j I A-4D4 I SEE PLAN FOR MORE I I c. W } ❑ INFORMATIONuJ 2 14 I I I EXISTING DECKING,RAILING AND ROOFING I 0 z I \ _ _ _ _ _ _ _ 3 TO BE TO BE REMOVED AND REPLACED J -COORDINATE NEW ROOFING I J = H o l I F— I I A-403 I I I I INSTALLATION WTH DECK INSTALLER I I W �" z z � o EXISTING BATHTUB TO BE EXISTING BATHROOM TO BE DEMOLISHED EXISTING CLOSET TO BE DEMOLISHED RELOCATED TO HALL BATHROOM- -CAP ALL PLUMBING FOR RELOCATION PROTECT DURING CONSTRUCTION- AND CONNECTION TO NEW BATHROOM- NEW DRAIN AND TRIM REFER TO PLANS FOR LOCATIONS U EW.ROOF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0> Wok Z J H WUz =F=N UZ6uri W o Ya.rdu� I EXISTING POOL FILTRATION EQUIPMENT IL RAIUNG TO REMAIN-PROVIDE EXTERIOR i RE-SURFACE EXISTING DECCOMPOSITE DECKING AND ��CONDUIT FOR FUTURE ELECTRIC Lew FENCE �'-p' HEAT PUMP" DOSING SWIMMING POOL 7, -` O NEW BUILT M SHELVING AT WALL -MATCHING STAINED WOOD AT EXISTING OPENING AND HEADER HEATER ABOVE DOOR TO REMAIN g EXISTING BILCO DOOR ACCESS TO BASEMENT TO REMAIN-VIF J I LOCATION OF cece N J\ PAVER BOR _3 WRAP STEP LANDING LL U J C Lp EXISTING HEADER ABOVE — — — — — - ~ z Q µP-1 DOOR TO REMAINu LIUIC ROpI �ROpI �� 9'- 'NF 9'-6'KHF STONE PAVER LANDING+6' I o WMING WAN I DECK � 19'-10 NF NEW WOOD FIREPLACE MANTLE-MATCHING STAINED WOOD AT 5'-0' 4'-O' HEADER SION LANDING PAVER WALKIAT DON G EXTERIOR DOOR TO BE W-1 W-1 m-2 6BUILD OUT TOP OF FIREPLACE-EXISTING BRICK TO BE RE-UAND INSTALLED AT — — RE-POINTED AND REPAIRED AT CRACKS,WHITEWASH BRICK, DOSTIf G WINDOW LOCATION- AND PROVIDE CLAPBOARD CLADDING AT WALL ABOVE WIDEN OPENING TO SUPPORT DOOR 11' 4- � 3� 4-O. 8 1�X -SD61RG FIREPLACE SIZE NF EXISTING CONDITIONStIz E-3 REINFORCE FOOTING AS A-405 REWIRED FOR I ;, NEW BUILT IN SHELVING AT WALL- NEW STAIRCASE WITH WHITE OAK MATCHING STAINED WOOD AT HEADER FINISH MATCHING WOOD FLOOR DOSING STRUCTURAL POSTS&DOUBLE NEW WINDOW AT KITCHEN +24• +1 ADDITIONAL LOAD OD1 0 PARD I I 2X12 HEADER TO REMAIN CLAD IN COUNTER-PASS THROUGH TO STAINED WOOD-MATCHING ARCHITECTS OR'SCREENED IN PORCH 7a I SAMPLE-ALIGN POSTS WITH ISLAND SPACE ., N 2' 3-2' 9'-' 4'-11 ' 8'-2' -4' 7-1' 'YN NEW FOOTINGS TO �' I o SUPPORT DECKING- '�' SD o DOEND TO FROST UNE- W-2 0-BO 1 i EXISTING 2 STORY DECK REINFORCE E70ST Z STRUCTURE TO REMAIN- JalFOOTING AS REWIRED w i UP ON SD + I I PROVIDE FRAMING FOR FOR ADDITIONAL LOAD N I I �' yYF-1 SUPPORT OF EZE-BREEZE U i _ 2=1 P-01 WINDOW/SCREW SYSTEM� �� i z 01 W Darr.w ER DRYER TO , p F--LU Ln REMAIN- ROTECT DURING 4'-11'• �' I - -- CONSIRUC ON-RECONNECT = _ — _ _ — — — — — — N UPON C0M LETION AxBLr N I I PLATFORM LANDING-LARGE P LJJ ,--i I� FORMAT RLE FLOORING ONPROIPIOSED PWW N T-3 I I SLIDE IN ELECTRIC r J I MUD SET-PROVIDE ��N c W >- 32-80 I III III I RANGE '%j SCHLUTER STAR NOSING BUILT IN MEDT CABINET O L Z LMI M ( L I CASEWORK 7 OTHERS J = PROVIDE NEW VALVE BOX- REPAIR WALL AT LAUNDRY �a HEADER TO SUPPORT T-X W-2 W PLUMBING CONNECTION 1'-7• O 5'-3'VIF +12 LLI UPPER DECK-FLINCH REFRIGERATOR- _ _-' PLATE OR NEW V ;� O E—i --- 24 80 COORDINATE WALL _ _ , II s W-SECTION TO BE SIZED yN -0. Z T-j WITH BY ENGINEER 2XB BUILT UP FLOOR ON FOOTIIIGS E 2- 3' 2'-' q SING DOOR 1 I II o -FULLY WEATHERPROOFED,WI o 2 4 I PLYWOOD SUBFLOOR LARGE F AT \ ! 1 PANEE°�covER s FOOTING LOCATIONS TO BE RLE FLOOR ON MUD SETTING STONE AVER CONFIRMED IN FIELD AND 3 i A-401 I II - COORDINATED WITH DOSING LANAI +6' CONDITIONS REINFORCE EXIST ED-1 pj c 1 FOOTING AS REWIRE \ 2 FOR ADDITIONAL LO \ 3 48-805 DW III ® i I' v A-4D N — 4'- 4'-O' 1 4'- Wu / N O>O IW-1 W-1 W-1 W-1 5'- 5'- 4'-6' co z z 3_p• 2'-6' 3'-0' 3'-3' 14'- 5-0. I o L INSTALL NEW SHOWER HEAT/VALVE Ot of WINDOW I SING�n TO I — — — — — — — — — —— —— NEW KITCHEN EXHAUST RITE LINE of oErx —— — — —— — —— — INSTALL NEW TOILET PROVIDED BY OWNER RE-FINISH CONCRETE FARM SINK ND TO FASCIA AND PROVIDE I m 3 f STEPS COUNTERTOP HERE) INSECT PROOF LOUVER- ?c°� INSTALL NEW VANITY PROVIDED BY OWNER L/ EXISTING PLANINGI COLOR TO MATCH DECK FINISH I w o o m EIDSTING PLWnNG BED TO REMAIN EGRESS WNDOW WELL I -BELOW DECKING I ' -uP BED m REMAIN COVERED ------- --- ------ - -----------..—.-.--— ----..---- - - ------- --------- -- --------------- ---- ... -....__.__._ ----I-.-._.._..----...---------------- -----------FARO--------------_-____------------------------I---------------------.�._._...._...- NEW WOOD FIREPLACE MANTLE - MATCHING STAINED WOOD AT I O HEADER EXISTI G EXTERIOR DOOR TO BE W-1 Q �••-� BUILD OUT TOP OF FIREPLACE - EXISTING BRICK TO BE RE-US-__D AND INSTALLED AT RE-POINTED AND REPAIRED AT CRACKS, WHITEWASH BRICK, EXISTI G WINDOW LOCATION - 1 AND PROVIDE CLAPBOARD CLADDING AT WALL ABOVE WIDEN OPENING TO SUPPORT DOOR 11° 4'-0-" - -- - 4 1 FIREPLACE SIZE VIF EXISTING CONDITIONS rr' - z o - z A-405 E 3 g a. II LU NEW BUILT IN SHELVING AT WALL - NEW STAIRCASE WITH WHITE OAK EXISTING STRUCTURAL POSTS & DOUBLE NEW WINDOW AT KITCHEN ° Q oo m MATCHING STAINED WOOD AT HEADER FINISH MATCHING WOOD FLOOR COUNTER - PASS THROUGH TO +24 +1 i O u M o 2X12 HEADER TO REMAIN CLAD IN O cv STAINED WOOD - MATCHING ARCHITECTS EX RIOR SCREENED IN PORCH J w w SAMPLE - ALIGN POSTS WITH ISLAND SPACE I s ce v 3' 4'-11,n 8'-21n '-41" ° I = r-12' 1" -2" 9'- " 4 2 4 2'-1 ��Z ° O O tm= c3r �_ CD hh �IN° j IN UP ` :DNI I + k ( N I I _lcN I` 1n 1n (j3 8'-21 -44 —2 °— - 1._0cm /, p co 00 EXIST. WA IER DRYER TO �'- 0 N I n ; REMAIN - ROTECT DURING 4-11 0olCONSTRUCTION - RECONNECT _ _ _ _ _ _ _ _ _ _ _ _ _ 'j UPONCOMLETION ILLWORKN w - - - - - - - — �� - 11 / N AN1RY II III III iLu `' SLIDE IN ELECTRIC Z II III III RANGE o : , w 32-80 II III III I �; % U LAUNDRY - - - - - �IL__ _uL PROLnLu Lu VIDE NEW VALVE BOX - o i8ij REPAIR WALL AT LAUNDRY ti, — 5'-3" VIF +12"�; Q rn PLUMBING CONNECTION 1'-74" REFRIGERATOR - IV I N LANDING i Lu � 24-80 COORDINATE WALL KITCHEN C - -__ _ � s DC w �d _. ..- n . n - Lu WITH FREE DOOR 8 i I� o Q Z ;1 0 2-7 3 2- SWING 1 ' O 2 E r —� Q I o I I I o I- \ lo PROVIDE COVER 2 3 4 L W ~ Z / —r s c� w I PANEL n 3-0 °e o SINK CABINET o f I C% Z ,-i O W _ _ 0 o BA1H;S3 r Q I DW Ili 48-80S �� —I— — II — — N 1 3 — � I � �-—— I �, IVH 4'-o—n \ A-40 N — JIII I 4 _w , n n i n � n 1 n n I p 3-0 9 - 1-6 1-6 2-6 3'-0" 34 11n W-1 N o 3�_O° 2'-62" 3�_O° 3'-32" 14'- �" CORNER CAB I 5-04 .2 J o W U U =Hyn I INSTALL NEW SHOWER HEAD / VALVE OF WINDOW - - - - - - - - - - -- - — — - - - -- - - - - -- - - -- - - - -- - - - - -- - NEW KITCHEN EXHAUST ROUTE 9B _n INSTALL NEW TOILET PROVIDED BY OWNER RE-FINISH CONCRETE FARM SIN�NO I TO FASCIA AND PROVIDE r o STEPS COUNTERTOP HERE) INSECT PROOF LOUVER - INSTALL NEW VANITY PROVIDED BY OWNER EXISTING PLANTING I COLOR TO MATCH DECK FINISH IXISTING PLANTING BED TO REMAIN EGRESS WINDOW WELL — BELOW DECKING BED TO REMAIN I LEGEND 3-WAY SWITCH W/DIMMER m CAT6 WALL JACK $3 3-WAY SWATCH ® CAT6 HOME RUN LOCATION Q O STANDARD SWITCH INCOMING SERVICE-VERIZON/OPTIMUM STANDARD ELECTRICAL RECEPTACLE © WR CAMERA-HARD WARE DEDICATED ELECTRICAL RECEPTACLE z - __ O CT ELECTRICAL RECEPTACLE OGFI IPGFI BATHROOM FAN Z EQ EQ UNFINISHED-PROVIDE NOALL E70STING SWITCHES TO BE REPLACED 0 0L II FOUNDATION WATERPROOFING O WITH NEW DIMMER SWITCHES UNLESS OTHERWISE NOTED J COATING TO ALL EXPOSED J Q N -ALL EXISTING ELECTRIC RECEPTACLES SHALL BE REPLAgDLL () O SURFACES-WATERPROOF 51LL u H NTH NEW WHITE RECEPTACLES CONDITION AT ALL WALLS 0! 0! •• N -ALL ELECTRIC RECEPTACLES IN IOTCHEN/BATHROOMS SHALLr IL g J (FI BE GFq TYPE GFI T- -1 -GANG ALL SWITCHES TOGETHER WHEREVER POSSIBLE LLI U ' I I GAZE 8001 I swm 8001 3 v 'GA dib ' a LT-6 LT-8 ui T-1 HV-1 E E ( 1J J HVAC UNIT I I z o 0 i o w g 3 GFI GFl -Z Z SI I ZONE 2 Q F- Ln - T-1 T-1 w � r-I I rl E E W >- 0 3'-3' z 0 ZONE 1 5-0' 5'-' 5'-0' S'-0' W z O H T-1 -1 p[ Q ,--1 I�EAlI01 8001 z ,--i 0 THERMOSTAT I I o I W w N 56X36 EGiESS WINDOW WELL-CLEAN AND RE-INSTALL EXISTIN WINDOW U (SHED o>o LT-8 GFI Nz Sm'o wU~U Z_ PROVIDE SOFFIT TO ENCASE PIPING AT CEILING 56X36 EGRESS 3 VERIFY LOCATION-KEEP TIGHT AS POSSIBLE WINDOW WELL o Y a n L..---- _r-__.._.._------------------- _...---------- f - ... .._............ __ _.... ... _.... _._......._. _. - --- LEGEND —J 1 3-WAY SWITCH W/OIMMER ® CAT6 WALL JACK TT�� $3 3-WAY SWITCH ® CA16 HOME RUN LOCATION < O STANDARD SWITCH ® INCOMING SERVICE-VERIZON/OPTIMUM STANDARD ELECTRICAL RECEPTACLE - --- © WIFl CAMERA-HARD WIRE I3D �DEDICAiTED ElEC1RICAL REIfPTAgE - _ O WOOD SHELVES WITH LID (PGF1 GR ELECTRICAL RECEPTACLE BATHROOM FAN Z Z TAPE LIGHT AT BOTTOM NOTE II - - - - - - -ALL EXISTING SWITCHES TO BE REPLACED WITH NEW DIMMER SWITCHES UNLESS OTHERWISE NOTED Q M j -ALL EXISTING ELECTRIC RECEPTACLES SHALL BE REPLACED � O u O L-1 LT-1 -1 I WITH NEW WHITE RECEPTACLES -ALL ELECTRIC RECEPTACLES IN KITCHEN/BATHROOMS SHALL O LLI \ BE GFq TYPE ,. � z U J Cn LT-1 I -GANG ALL SWITCHES TOGETHER WHEREVER POSSIBLE U L9 .� EXIST.DINING ROOM LIGHT CLEANED AND RE-MOUNTED WITH NEW BULBS ell 'r ja 11111iG ROpI/DIi1G ROM II !t' `I — — — T-1 LLT-1 L SUNG TO BE PAINTED LT LT-X �d�a- THROUGHOUT COLOR= 11 CEILING WHITE-USE MOLD/ MILDEW RESISTANT PAINT FOR _ ALL BATHROOMS NEW MANTLE FINISH TO BEAM, I AND SHELVING EXISTING STRUCTURAL POSTS& OOM PAM QXj LT-5 LT-1 LT-1 LT-1 DOUBCIA 12XHEADER TO REMAIN LT- T-X CLAD IN STAINED WOOD- LAMP SVNTCH TO BE REPLACED MATMING ARCHITECTS SAMPE -- WITH NEW WHITE SWITCH 3 WOOD SHELVES WTH LED I W I TAPE LIGHT AT BOTTOM uiz 30 I U) EXIST.KITCHEN LIGHT- I I I w � LU N LT-2 LT-1 NEW BULB NX)CECENTER ON ISLAND— LT-1 t— � DOOR / i - � I Q Q Ln Ln I W�.�/ GO GO 61W -1 �, I - ------ I - - --- -� - I a. GFl I - - -LT-1 ------ - - - - - - r--- W Z mum L — — — — — rMTRY— — I I _ I I I PRaPDe n T-os �I I _J FGD UP WINDOW sown I W ~ Z LT-4MMM LT-1 I I ALIGN LIGHT WITH CENTER 4 ED EW RA I I z rl 0 --- I OF FRIDGE --- - -- _ _ ---- - J. Gl Gl LT-6 LT-1 LT-1 E LT-1_ E LT-1 I I LT-11 T-1 T-XI L I I 11ROdl •I TO LOW VOLTAGE — — — — — — — — — J I I I LANDSC E LIGHTING = E E f4 1'-9• 2'-9• I m I \ w LT-7 ff GAO G1 zmZ REFRIGWTOR WOW SHELF WOOD SHELF Z 3- 2-7 3_0• 2-7 1'-0• 2'-0• r77 7//LT-XHARD-WIRE DOSING NEST DOORBELL I i ---- ---------------- -------- ----- ---------- ------...------- -------------- ------------- ------- -----------'----- - --- ------ ---...-...... ----- ^ ` . ' _... (6) 4TX70'EZ-BREEZE 4V60 VERTICAL 4-TRACK OUTSIDE MOUNT,MITE,CLEAR,1816 CHARCOAL SCREEN (3)<� 4ZX78'EZ-BREEZE 4V6O VERTICAL 4-TRACK OUTSIDE MOUNT,MITE,CLEAR,1816 CHARCOAL SCREEN GENERAL NOTES: -ALL ENSTING WINDOWS TO REMAIN,UNLESS OTHERNSE NOTED < o <� 60"X42"FOLDUP+IN INLINE WNDOV. SERIES 4000,Mill -ALL ENSTING VINYL SIDING,TRIM,AND ROOFING TO REIMN UNLESS OTHERME NOTED -ALL HEIGHTS AND MEASUREMENTS TO BE VERIFIED,ALL NEW PROPOSED WORK SHALL <� 36'XBV EZ-BREEZE CABANA DOOR W/VERTICAL 4-TRACK: OUTSIDE MOUNT,WHITE,CLEAR,1816 CHARCOAL SCREEN CONFORM TO DOSTING CONDITIONS,ALL TO BE VERFIED IN THE FIELD BY THE CONTRACTOR NO CHANCE TO DOSTING FOOTPRINT OF HOUSE LOT COVERAGE <ED-2> BO'X96'SLIDING GLASS DOOR-PROVIDED BY OWNER,INSTALLED BY CONTRACTOR(TYPICAL) Lu Ln J,ROOF JOIST AREA OF WORK TIMBERTECH DRINK RAIL-FINISH TBD NOTE' MITE AZEK dM Tr BOARD-MOLDING PROFILE TO BE MOOD UP FOR APPROVAL LbO.T110 1 10 MITE K-STYLE Lu GUTTER 5' MITE AM IANI Lij MITE AZEK TRIM FASCIA BOARD LU LU N Ln Lu T-i EZE BREEZE CABANA Lu IST FIR Lu T.O.PORCH EZE BREEZE VERTICAL FIBER CEMENT SIDING 4-TRACK SCREEN OVER SHEA-MING/ CUT STAIRS INTO E)GnNG SYSTEM WATERPROOF MEMBRANE 00STING REAR DECK TO ACCESS POOL PATIO L-1 CLOSED CEU.MY L-J DECI(TO RBIAIN REFER TO PLAN\ FOAM BETWO STUDS F WIE lm�IEGRATED TO PATIO EASTING BILCO DOOR TO REMAIN VC o _._.__..._..._..._............. . ..._..__. .... . -.._...._ ......... __...._...... _. _............__._._..._......._...._. .. _..._._..... ... ... ._.. - ..._......._..... .... ------------ JJ- * PORCELAIN TILE FLOOR < O OVER MUDSET EZE BREEZE VERTICAL 4-TRACK _ TIMBERTECH DRINK RAIL SCREEN SYSTEM j RAILING SYSTEM - ANCHOR TO PAINTED WOOD SILL / HEAD EXISTING STRUCTURE PER MFR JAMB TRIM SPECIFICATIONS M 1° 11MBERIECH PVC DECKING SPRAY FOAM INSULATION AT N WALLS n J N� Q 1 WHITE AZEK TRIM BOARD AIR & VAPOR MEMBRANE - w -1 BLUESKIN OR SIMILAR - WRAP Q J o 5 Y. TAPERED TREATED ROOF SLEEPERS �N ALL SURFACES o < c) OVER PROTECTION BOARD - FULLY INTEGRATED INTO SELF HEALING -- .: 1" WHITE AZEK TRIM OR - ::.:.,:.,.,� ., - - -- SIMILAR ROOFING MEMBRANE - ---...----.__...............r.__... .. -- - OPEN END OF DECK TO ALLOW o! STRUCTURE TIE DECK TO-EXISTINGPROVIDE NEW E �+, _... . - FOR DRAINAGE TO GUTTER 1 EXISTING WATERPROOFING FOOTINGS WN TO EPDM ROOFING MEMBRANE OVER ��F) NEW PAVING STONE WALKWAY OVER " PROTECTION BOARD EXISTING e °. ° 1" SETTING BED - EXTEND FLASHING SLOPING STRUCTURE - ° """"`" ' ` OVER FOOTING TO TERMINATE AT -� -i -� 1=i -� - -I -I -� t� TERMINATE AT GUTTER I_1=1 I I-1 I-1I1=1 I I- I I1=1I 1=1I 1=1I I- COMPACTED SOIL A -I I i-III-I 1=11 I-I ° -I 1=1 1=111=1 � �M1' 9 e WHITE -STYLE GUTTER 5" 11=111=III-1II-I11= ° ° NEW AIR AND WATER TIGHT E�4 'D L SURFACE MOUNTED -III-III=111-III-I a 111-111-111-1 BOOR CONSTRUCTION - PROVIDE ®� } `��4 W/LEAF GUARD 111=I I I=1 I IM 1 Ml 11 i 11=I I I-111=111- CEILING PLANK SYSTEM -III-III-III-III=1. ° -III-III-III-I NAILER AND SUPPORT FOR SPRAY 1" WHITE AZEK OR SIMILAR I-111=1 I1=1 I-III_ . ° III=1I 1=1I I=1I1= FOAM BETWEEN JOISTS -1 11=1 11-1 11=1 I-I ° °, =1 I LEI 11=1 11=1 TRIM BOARD I I=!11=1 11=1 11-I I I_ a -1 !=1 1=1 I I- w !=1 I I-I 1 _. I-1 I-1_I I_-1_ WHITE AZEK BAND EXISTING DRIVEWAY TO REMAIN Q I=1 i-i 1=1 1=1 I I- I I i-iii-i i=i r MOLDING AZM-6216 -III=111=III=1I1=1 -I11=III-III-I - EXPOSE AND RE-INFORCE W I I-III-III-II I-I 11= =1 11=111= j -III-III=III-III-I . III-III-III=1 EXISTING FOOTINGS AS U ' WHITE AZEK TRIM / 11-I 11-I 11=1 11=1 I I_ _< =1 r I 1=1 I i-1 11= REQURIED z FASCIA BOARD -III-11 . °° a ° T11 II EXISTING FOOTINGS TO BE I--- Ln -III-I a I i- Q EXISTING SLOPING STRUCTURE TO I1=1II- =II1= RE-USED - REVIEW EXISTING REMAIN - REPAIR AS REQUIRED -I i I-I Ia ° ` ° I1=1 CONDITIONS, AND REINFORCE W G II-III ° =III - SPRAY FOAM BETWEEN JOISTS -III-11 I1=1 AS REQURIED aC w >- EZE BREEZE VERTICAL -III- O L z 0 4-TRACK SCREEN SYSTEM SECTION AT DECK/PATIO SECTION AT DECK/PATIO o LU z � o tu U x N 10 O W❑ Z Jn Z F WUC7 Z_ o z Z V WIOcuc Y.-din I 1 , 4 NASELLO RESIDENCE RENOVATION 1190 THREE WATERS LANE, ORIENT, NY 11957 V) o KEVIN MICHAEL NASELLO ARCHITECT O 102 COUNTRY CLUB DRIVE PORT WASHINGTON-,.NY-111050 EXIXT.BILCO3 `�ti %tuLLI o LIJ w U N 6X6 POST ANCHORED TO 12"dia.CONC. °° `' z PIER w/2'X2'Xl'CONC.FTG REINFORCED w/ ®� G �y ' (2)#5 BARS EACH WAY(TYPICAL) �— � - - - - - - - - - - ` - - - - - - - - EXISTING) I II ■ ■I JOIST DIRECTION ■ N■I I Lu RE U w g I EXISTING POST I I z ui TO BE REMOVED , I Q Lu II - LLl J I 7 U) EXISTING LU w O Lel oC I N � Q Cf1 V ■ ■I Lr) ri u Lu *-I Z I DC w y XI ■I Z W I II Oo GIRDER OPTIONS: ■ JOIST DIRECTION Z■I Q w_ 1).7X18 LEV.2 WOLMANIZED PARALAM I I I dl 2).3-11-1/4 ML w/2-5/8"STEEL 3).3-18 ML w■I Z '1 0 4).2-20 ML I I I ■ I EXISTING — — — — — — — — — — — — — r r — — — — — — — — — — 0 6X6 POST ANCHORED TO 12"dia.CONC.PIER ° > W/2'X2'Xl'CONC.FTG REINFORCED w/ (2)#5 BARS EACH WAY(TYPICAL) '00 Z YEW" 10'-03/4" 9'-91/4" YEW" Y- a 191-101, 2ol PARTIAL FLOOR PLAN SCALE: 1/4" = 1'-0" Projec$: StruCalc Version 11.1.8.0 11/30/2023 3:14:41 PM page Location:GIRDER Multi-Span Floor Beam of Multi-Span Floor Beam [2021 International Building Code(2018 NDS) 7.0 IN x 18.0 IN x 21.0 FT Level 2 Wolmanized Parallam-iLevel Trus Joist Section Adequate By: 15.3% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.35 IN L/715 Dead Load 0.25 in Total Load 0.61 IN L/415 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: 360 REACTIONS A B Live Load 4200 Ib 4200 Ib Dead Load 3038 Ib 3038 Ib Total Load 7238 Ib 7238 Ib Bearing Length 3.06 in 3.06 in 21 ft BEAM DATA Center Span Length 21 ft Unbraced Length-Top 0 ft FLOOR LOADING Center Unbraced Length-Bottom 21 ft Floor Live Load FLL= 40 psf Floor Duration Factor 1.00 Floor Dead Load FDL= 25 psf Notch Depth 0.00 Floor Tributary Width Side One TW1= 5.1 ft MATERIAL PROPERTIES Floor Tributary Width Side Two TW2= 4.9 ft Wall Load WALL- 0 plf Level 2 Wolmanized Parallam-iLevel Trus Joist Base Values Adjusted BEAM LOADING Center Bending Stress: Fb= 1827 psi Fb'= 1747 Agduced Floor Live Load 40 psf Cd=1.00 CF=O.96 Total Live Load 400 plf Shear Stress: Fv= 197 psi Fv'= 197 p_T tal Dead Load 250 plf Cd=1.00 Beam Self Weight 39 plf Modulus of Elasticity: E= 1460 ksi E'= 1460 &tal Load 689 plf Comp.J--to Grain: Fc-J-= 338 psi Fc--I-'= 338 psi Controlling Moment: 38002 ft-Ib 10.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 7238 Ib At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: ReWd Provided Section Modulus: 261.1 in3 378 in3 Area (Shear): 55.12 int 126 int Moment of Inertia(deflection): 2951.18 in4 3402 in4 Moment: 38002 ft-Ib 55015 ft-Ib Shear: 7238 lb 16548 lb Project: LXIC, Location:GIRDER Multi-Span Floor Beam Multi-Span Floor Beam [2021 International Building Code(2018 NDS) 7.0 IN x 18.0 IN x 21.0 FT ' L'vel 2 Wolmanized Parallam-iLevel Trus Joist �`' Sction Adequate By: 15.3% Controlling Factor: Deflection VIVIDLOADING DIAGRAM eoOa- 7238 lbs 0 ft 4 Shear(Ibs) -4000— $000 -7238 lbs Q: 4000 ft3bs@ 200 M ment(ft-Ib) -2000 -400W-- -0.7-- * 4000-0.D flection(in) t A 21 ft StruCalc Version 11.1.8.0 11/30/2023 3:14:42 PM t. Project: NASELLO StruCalc Version 11.1.8.0 11/30/2023 3:17:05 PM Page Location: FOOTING4196 Footing Footing[2021 International Building Code(ACI 318-19) Footing Size: 2.0 FTx 2.0 FT 12.00 IN Reinforcement:#5 Bars @ 17.00 IN. O.C. E/W/(2)min. Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 2500 psf Concrete Compressive Strength: F'c= 3500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 2 ft Length: L= 2 ft Depth: Depth= 12 in Effective Depth to Top Layer of Steel: d= 8.06 in I-4 in —I COLUM N AND BASEPLATE SIZE Column Type: Steel Column Width: m= 4 in Column Depth: n = 4 in Baseplate Width: bsw= 6 in Baseplate Length: bsl= 6 in 121n FOOTING CALCULATIONS n Q Bearing Calculations: Ultimate Bearing Pressure: Qu= 18C 8 p f Effective Allowable Soil Bearing Pressure: Qe= 2K0 psf —2ft Required Footing Area: Areq= 3.08 sf Area Provided: A= 4. OFOOTING LOADING Baseplate Bearing: Live Load: PL= 4196 Ib Bearing Required: Bear= . 103 7DIbad Load: PD= 3036 Ib Allowable Bearing: Bear-A= 1392 OTkal Load: PT= 7232 Ib Beam Shear Calculations(One Way Shear): Ultimate Factored Load: Pu = 10357 Ib Beam Shear: Vu 1= 6 OFBbting plus soil above footing weight: Wt= 387 Ib Allowable Beam Shear: Vc1= 17171 Ib Punching Shear Calculations(Two Way Shear): Critical Perimeter: Bo= 52.25 in Punching Shear: Vu2= 7289 Ib Allowable Punching Shear(ACI 11-35): vc2-a= 112151 Ib Allowable Punching Shear(ACI 11-36): vc2-b= 152754 Ib Allowable Punching Shear(ACI 11-37): vc2-c= 74767 Ib Controlling Allowable Punching Shear: vc2= 74767 Ib Bending Calculations: Factored Moment: Mu= 19473 in-Ib Nominal Moment Strength: Mn = 174299 in-Ib Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.34 in Steel Required Based on Moment: As(l)= 0.07 int Min. Code Req'd Reinf. Flex. Members(ACI-150.1):As(2)= 0.52 int Controlling Reinforcing Steel: As-reqd= 0.52 int Selected Reinforcement: #5's @ 17.0 in.o.c.e/w(2) Min. L Project: NASELLO page Location: FOOTING4196 of Footing Footing[2021 International Building COde(ACI 318-19) Footing Size:2.0 FTx 2.0 FTx 12.00 IN Reinforcement:#5 Bars @ 17.00 IN. O.C. E/W/(2)min. 11 �n Footing Design Adequate 4 LOADING DIAGRAM StruCalc Version 11.1.8.0 11/30/2023 3:17:05 PM E cL � w � DEC 1 2 2023 SuMing, Department T®1P n Car"iQu'ihold sydy ;r ��D ARc ZONING SUMMARY ®��� AEL , 1190 THREE WATERS LANE, ORIENT, NY v2 ZONING DISTRICT:R-40 W � Y LOT AREA: 12,500 SF GROSS FLOOR AREA: MAX GROSS FLOOR AREA: 2,100 SF+12.5%OF AREA OVER 10,000 SF 12,500 SF- 10,000 SF=2,500 SF X.125=312.5 SF ADDITIONAL ALLOWABLE ® �� 313 SF+2,100 SF= 2,412.5 SF MAXIMUM ALLOWABLE FLOOR AREA 2 1ST FLOOR GROSS FLOOR AREA: 1,109 SF EXISTING COVERED PATIO: 416 SF 2ND FLOOR GROSS FLOOR AREA:+933 SF 1ST FLOOR: EXISTING GROSS FLOOR AREA: 1,109 SF 2,460 SF(EXISTING NON-CONFORMING) EXISTING COVERED PORCH FLOOR AREA: 416 SF LOT COVERAGE: BUILDING AREA MAX=20% NO CHANGE TO LOT COVERAGE LOT AREA:12,500 SF X.2=2,500 SF —77 77 BUILDING AREA(EXISTING NON-CONFORMING): I: EXISTING DWELLING: 1,109 SF / EXISTING PATIO+POOL: 1,440 SF t �� EXISTING DECK: 350 SF EXISTING COVERED PORCH/DECK: +416 SF 3,359 SF(EXISTING NON-CONFORMING) / "NO CHANGE TO EXISTING HOME FOOTPRINT / I` 1 EXIST. POOL & PATIO /. CHAIN LINK FENCE WITH NEW WOOD -STEPS DOW -f.. TO REMAIN 4 GATE TO PATIO FROM DECK _ 'i " NEW,SITE I` f ; .FEh�ClNG• z' oI ` EXIST. DECK . _i- hD ScAP NGEXIS'FNG .- D < 350 SF Tc —0'12x 35 -0 53 -0 EXISTING EXISTING EXISTI I PATIO; v _. UVING ROOM / DINING ROOM I 5 i�'=s'T'"I! : ClIM o ERED,` „ �. � � yl: re) w ' XIST�x'�--icoi xrR QSEl'Q:.' ;. -ACRE FD`N`,,. KITCHENh; Cy' 5' TALL FENCE WITH GA CE: -� TO CONCEAL HVAC & I POOL EQUIP NEW PLANTING BED IN RELOCATED POOL EXISTING A_LKWAY_r, EQUIPMENT TO BE REMOVED \3 '_ " 19 -10" NEW STEPPING STONE ` E EXISTING COVERED PATI WALKWAYr 4' WOOD AND METAL EGRESS WINDOW _. --MESH FENCE WITH WELL I N PLArmNG BEo„I PRIVACY HEDGE \` r' I:_ EXISTING I LIGNr_.TO N<LQR : _ Nmr£ _ • :;:;:::::.,:-.v�.,..:c' ::,<.._.:->�.,:_. .,..,-,,--.:...... ,.k.,,,: ::. ,;�, - ..•LYro��:,.; . ASPHALT DRIVEWAY TO I CONVERSION OF-EXITING - BE REMOVED —►{ COVERED PATIO TO NEW K, -NEW GATE,:- ALIGN ' - Tzp SCREENED IN PORCH FRdN OOR� I 0`„ 4'I WOOD AND METAL - 4 I I FENCE WITH PRIVACY '' I I HEDGE NEW PLANTING BED I i"s i= A I I i L e;l '` ``NEW PLANIMG'BED' I NEW'PLANIING'BED' [? I 1> I i PERVI US,GRHVEL � _....... ...... .�. .-:.. :..... ... . , _, .-:.-. . . . ��_ _ -- - � ..:.. .._-.,!kf::t•`fJ fig' - , v B, ..i...:.....:....f.,..,,.r... ,......,..1 {.....r..e.,_......,.u.r,l.-......_ _..:.t..:,,...,__'..' A'�.. C3.).i.;.-T. SS I Q�IVEWAY 001, 12=-� 36 O 4•I RELOCATE ---- --- -- - -- -- -- -- - - MAILBOX KEVIN MICHAEL NASELLO ARCHITECT j SITE PLAN 102 B DRIVE PORTW SHINGTTRY UN,NY11 NASELLO RESIDENCE rZONING INFO _z I 't= PORT WASHINGTON,NY 11050 -� 585.749.5755 1190 THREE WATERS LANE I SCALE: 3/32" = 1'-01 1 ORIENT, NY 11957 ! I os/31/2024 0 01