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HomeMy WebLinkAbout51184-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51184 Date: 09/16/2024 Permission is hereby granted to: 011en Peter M Trust 75-26 Bell Blvd Apt 5E Bayside, NY 11364 To: Construct interior alterations and window/door replacements to an existing single-family dwelling as applied for. Premises Located at: 2845 Hobart Rd, Southold, NY 11971 SCTM#65.4-14 Pursuant to application dated 07/29/2024 and approved by the Building Inspector. To expire on 03/18/2026. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $450.00 CO-ALTERATION TO DWELLING $100.00 Total $550.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 a Telephone (631) 765-1802 Fax(631) 765-9502 htt s://wwwv.southoldtownn o Date Received APPLICATION For Office Use Only D 5 . . PERMIT NO. Building Iris actor: JUL Applications,,pnd forms must bi!�filled,out'in therentirety,Incomplete applicatiohs,will not be accepted. ,Where.the Applicant,is not,the owner,an BUILDING D EP7' 0,wn6es Authorization form(Page 2)shall i be completed. TOWN1 Sam,oi Date:07-01-24 QWN,E9W OF PROPERTY: Name:Chelsea Chafkin SCTM#1000-065.00-01.00-014.000 Project Address:2845 Hobart Rd, Southold, NY, 11971 Phone#:774-454-9404 Email:chelsea@ammildevelopment.com Mailing Address: CONTACT<PERSON: Name:Ralph Michele Mailing Address:255 W Main St Smithtown NY 11787 Phone#:516-818-5368 �ikralph#rjmdesignsny.com `DESIGN P,,,ROFESSIONAL,INFORMATION: Name:Michael Angelone Mailing Address:4 Podn PI Oyster Bay, NY 11771 Phone#:516-922-2024 —T—Email:angels ss@verizon.net CONTRACTOR INFORMATION: Name:Quarty Construction Mailing Address:PO Box 1949 Southold, NY 11971 Phone#:516-381-3137 Email:quartyconstruction@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition i7Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $75000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 ........ _...._..... _.... ..._ PROPERTY INFORMATION Existing use of property:residential intended use of property:residential ............._...._ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r-4O this property? ❑Yes ENO IF YES,PROVIDE A COPY. ® The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by haptor 23S of the Town Code. APPUCCATION is HEREBY INANE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Now York and oth,"applicable laws;ordinances or Regulations,for the consttrucilon of buildings;, additions,alterations or for removal or demolition as herein described..'The applicant agrees to comply with all applicable lawns,ordinances,building code, housing code and regulations and to admit authotlsed inspectors on premises and In buildingtsl for necessary Inspection&false statementsmade 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):Ralp ichele IRAuth rized Agent Downer Signature of Applicant: Date: CONNIE D.BUNT STATE OF NEW YORK Notary Public,State of New York. No.01BU6185050 SS: (qualified in Suffolk County COUNTY OF �I Commission Expires April 14,2� -I- t"k\Cr Cti[= being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the v " (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 C 'hday of 2ff `err' 'r ly l Notary Public (Where the applicant is not the owner) I Chelsea Curcuru residing at11-7 \itew do hereby authorize Ralph Michele to apply on nOwne— tothe Town ofSouthold Building Department for approval as described herein. or s"Si nature Date cu�U. Print Owner's Name 2 INE RKWorkers' CERTIFICATE OF ATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE la. Legal Name&Address of Insured (use street address 1b. Business Telephone Number of Insured only) (631)300-5621 Quarty Construction LLC P.O. Box 1949 1c. NYS Unemployment Insurance Employer Registration Southold,NY 11971 Number of Insured Work Location of Insured (Only required if coverage is 1d. Federal Employer Identification Number of Insured or specifically limited to certain locations in New York State, Social Security Number i.e., a Wrap-Up Policy) 46-1588029 2. Name and Address of Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage United Farm Family Casualty Insurance Co. (Entity Being Listed as the Certificate Holder) 3b. Policy Number of Entity Listed in Box"la" Chelsea Curcuru-Chafkin 3101W9112 2845 Hobart Rd Southold 11978 3c. Policy effective period 08/24/2023 to 08/24/2024_ 3d. The Proprietor, Partners or Executive Officers are o included. (Only check box if all partners/officers included) o all excluded or certainpartners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"la"for workers'compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? YES xx NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,If the business continues to be named on a permit, license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Matthew Daley (Print name of authorized representative or licensed agent of insurance carrier) Approved by: July 25 2024 (Signature) (Date) Title: Agent Telephone Number of authorized representative or licensed agent of insurance carrier: 631-744-3350 INE RKWorkers' ATE Compensation CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a. Legal Name&Address of Insured (use street address 1b. Business Telephone Number of Insured only) (631)300-5621 Quarty Construction LLC P.O.Box 1949 1c. NYS Unemployment Insurance Employer Registration Southold, NY 11971 Number of Insured Work Location of Insured (Only required if coverage is 1d. Federal Employer Identification Number of Insured or specifically limited to certain locations in New York State, Social Security Number i.e., a Wrap-Up Policy) 46-1588029 2. Name and Address of Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage United Farm Family Casualty Insurance Co. (Entity Being Listed as the Certificate Holder) 3b. Policy Number of Entity Listed in Box"1a" Chelsea Curcuru-Chafkin 3101W9112 2845 Hobart Rd Southold 11978 3c. Policy effective period 08/24/2024 to 08/24/202S 3d. The Proprietor, Partners or Executive Officers are o included. (Only check box if all partners/officers included) o all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers'compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? F]YES x�NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy Indicated on this form,If the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Matthew Dale (Print name of authorized representative or licensed agent of insurance carrier) Approved by: ='""� JuIv 25 2024 (Signature) (Date) Title: Agent Telephone Number of authorized representative or licensed agent of insurance carrier: 6 ,1- 443350 04%%_"ffC" CERTIFICATE OF LIABILITY INSURANCE 07/25/2024 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 pollcy(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 endorseme . 3RODUCER E: Matthew Daley Matthew Daley SHONE FAX ;631-744-3383 Farm Family Insurance LESS matt.dale farm-I rTllly.cam 85 Echo Avenue-Suite 2 INSURE s AFFORDING COVERAGE NAIC# Miller Place,NY 11764 INSURERA: Farm Family Casualty Insurance Co. 13803 NSURED INSURERS, United Farm Family Casualty Insurance Co. 29963 Quarty Construction LLC INSURER : ShelterPoint Insurance P.O. BOX 1949 INSURER D: INSURER E: Southold NY 11971 INSURER F OVERAGES 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. NISR POLICY EFF POLJCY FXP TYPE OF INSURANCE POLICY NUMBER LIMITS A X COMMERCIAL GENERAL LIABILITY X 3152X1261 11/08/23 11/08/24 EACHOCCURRENCE $ 1,000,000 DAMAGE To CLAIMS-MADE �OCCUR y t�,i �� �. , $ 100,000 MED EXP(Any one .Mon $ 5,000 PERSONAL$ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $W 2,000,000 X POLICY1:1 jEpT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER.. $ A AUTOMOBILE LIABILITY 3152C7187 07/26/23 07/26/24 COMBINEDMERIT $ 1,000,000 ANY AUTO 07/26/24 07/26/25 BODILY INJURY(Per person) �nll..........,.,,.,,.,,,,,,r, $ OWNED SCHEDULED BODILY INJURY(PerI ecaldent) $ .. AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY IRK IRM" UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTION 1 $ WORKERS COMPENSATION 3101WJ112 08 24/23 08/24/24 AND EMPLOYERS'LIABILITY YIN ANYPROPRIETOR/PARTNER/EXECUTIVE O8/24/24 08/24/25 E,L.EACHACCIDENT $ 100,000 OFFICER/MEMBEREXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yea,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 C NYSDBL D295444 08/23/22 Indefinite STAUTORY )ESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) CARPENTRY ;CERTIFICATE HOLDER CANCELLATION Chelsea Curcuru-Chafkin 2845 Hobart Rd SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Southold 11978 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. 4CORD 25(2016/03) The ACORD name and logo are registered marks of ACORD �2 2 q J � �0 �Q� �� '4-4 U/ � O a4 a W -4 A Q� p4�i2 "d C coo / (V JO �p2 Wp a ' cc Q w J 2 �� w ��� Z2 hJ 3p ,� W OD ,+11 J O f/2 p � WW 2W� z� W N A co �I �z ��W Qo .d v COO JQ� �ZQ 02 2 O q a i 2Co Cl Q �u H d m a� yQ Q w�2 jo 2 d ��o o W ay o o a m M �� iz PC 00 3eo Q YUIn 1L� WQ.� a o m J W Q Q� p" a _ 2 rotJ W 2�Q� Q� U 110 f L++ r, N O "\,. oo per ✓ 3 O> Z 0 . J cn 3 = ^+ o 4i o 2 s , CU vWj22Q UrQ Oci cz .. 2 8 s-jo� �W Q w h�Q2 �c� 2 ~ 04 N p �4QiQ2 W� U N Qc m �° -AU"I]31IJ NO NMO' 9S Sd bfl�N dS N Q-W o i o a N � z� J a m ,8ggl�� � -01V 3 NI" �01 � W L" o o w cc kL- p 0� Q � 6- O } N L" En o 2Kr OW a W PJU-O Ej y LL. re) 0 Z LLi O C3 QWZ`' i2u t o rn J a V J / ��22 �� U Z � O= �J H N K / °o e 2 Q:"K R � o I— p z o 0�Q-2 0'' Z > oM O O ao N W W W W m O p (/) 0 U N Q z N j2�p o2 0 o Q 0 O N W 2 Q 2� p Q z z D w cS < 2 Q N N 4 fN Q Rs TABLE R301.2(1)CLIIUATIC AND GEOGRAPHIC DESIGN CRITERIA '�� � � PROPOSED1 WIND DESIGN SUBJECT TO DAMAGE FROM / SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN INTERIOR GROUND DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL SNOW Topographic S cial wind Windbome debris Weatherin a HAZARDSg ALTERATIONS SpeeddPe CATEGORYf 9 depthb Tern itec TEMPe REQUIREDh INDEXi TEMP] LOADo 1 (mph) effectsk regionl zonem Insert 1 mile from the 20 130 NO NO B SEVERE 36' HEAVY 15° YES flood zone 452 52.7° coast or N/A MANUAL J DESIGN CRITERIA Winter Altitude Indoor Heating 2845 HOBART ROAD Elevation Latitude heating correction factor Summer cooling design Design temperature cooling temperature SOUTHHOLD, N.Y. 11971 temp. difference 98 ft. 1 40' 15° 1 85° 11 1 70 75' 55° Tax Map #: Coaling temperature wind velocity Summer Wind velocity heating Coincident wet bulb Daily range Winter humidity difference cooling Humidity 0400-281.00-01.00-070.000 15, 15 MPH 7.5 MPH 72° Medium 45-55% 32 GR@50%RH For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ENGINEER: a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern. The weathering column shall be filled in with the weathering index,"negligible,""moderate'or'severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined from MICHAEL ANGELONE PE LLC ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. MICHAEL ANGELONE b.Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. 4 POND PLACE c.The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance OYSTER BAY, N.Y. 11771 with Section R301.2.1.4. e.The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D TEL.:$16.922.2024 FAX: 516.453.6002 temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] f.The jurisdiction shall fill in this part of the table with the seismic:design category determined from Section R301.2.2.1. CONSULTANT: g.[NY]To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: i.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and - iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. RJ M 'DRAMN G h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall AN OLD ESIG NS i.The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data Center ;r j.The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)' k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the y I.In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific requirements. m.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1 a or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. 7 0 L D L A N D E R S C T o.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have their SMITHTOWN, NY 11787 ralph®rjmdesignsny.com �0\� (516) 818-5368 FAX (866) 789-7930 I Contractor must verify all measurements and conditions prior to beginning any work. w o � � N 5102$,401rf W 116 50r Report all discrepancies to the Engineer in oLn writing. Plans subject to approval by all o ' governmental agencies having jurisdiction. f GENERAL CONDITIONS The Engineer has not been retained for any V-. field supervision or inspection. His R301.5 Live Load R301.7 Deflection \+ c 1. ALL DESIGN,FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH APPLICABLE The minimum uniformly distributed live load shall be as provided in Table R301.5. The allowable deflection of any structural member under the live load listed in Sections R301.5 and r, FEDERAL,STATE AND LOCAL,CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: responsibility 1S limited t0 the accuracy Of the TABLE R301.5 R301.6 or wind loads determined by Section R301.2.1 shall not exceed the values in Table R301.7. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot) \�a 2020 RESIDENTIAL CODE OF NEW YORK STATE plan. The Engineer is further not responsible �` -2020 ENERGY CONSERVATION CODE OF NEW YORK STATE for any damage a arising out of the contractor's STRUCTURAL MEMBER ALLOWABLE DEFLECTION SHOWER -2020 MECHANICAL CODE OF NEW YORK STATE g -2020 FUEL AND GAS CODE OF NEW K STATE STATE failure to execute the work exactly as shown RAFTERS HAVING SLOPES GREATER � -2020 PLUMBING CODE OF NEW YORK STATE y USE LIVE LOAD 40.1 ;:_.:;::':.::-•::,:• THAN 3112 WITH NO FINISHED CEILING U180 Ov 1$ 4� WHERE CONFLICTS ARISE,THE MORE STRINCENT REQUIREMENTS SHALL APPLY. On the approved draWing(S). UNINHABITABLE ATTICS ATTACHED TO RAFTERS �� O 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH WITHOUT STORAGE 10 psf y ALL TRADES SO THAT NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. INTERIOR WALLS AND PARTITIONS H/180 OIL �O ' '•' `' S� UNINHABITABLE ATTICS WITH 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION LIMITED STORAGE 20 psf FLOORS U360 '� '�2 70 O� C3'.;:;':::: :::=.::' v AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. r ; HABITABLE ATTICS AND ATTICS CEILINGS WITH BRITTLE FINISHES L60 y z7•� •' ' ' ': : :: :::: 4. THE CONTRACTOR SHALL OBTAIN,PRESENT EVIDENCE OF,AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMPLETE { , �.^• - _ s.,4: ., SERVED WITH FIXED STAIRS 30 psf THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. Yi� � WOOD .�,: •::� $.a`:�. - 2h� ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE-WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES (INCLUDING PLASTER AND STUCCO) •.•::�:••:•• �- - �$� '. - HAVING JURISDICTION THEREOF. UPON COMPLETION OF THE WORK PROVIDED FOR IN THE CONTRACT AND BEFORE�• O L PAYMENT FINAL P SHALL EXT.BALCONIES AND DECKS 40 psf CEILINGS WITH FLEXIBLE FINISHES U240 _:: p BE MADE,THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF (INCLUDING GYPSUM BOARD) 21,Z` �N COMPLIANCE ISSUED B THESE VARIOUS AGENCIES. }IF 1 �- FIRE ESCAPES 40 psf 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS PER ACTUAL ALL OTHER STRUCTURAL MEMBERS U240 N FIELD CONDITIONS,THE DISCRETION OF THE OWNER,AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. GUARDRAILS AND 200 psf EXTERIOR WALLS-WIND LOADS WITH 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. THE HANDRAILS H/360 CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER ON COMPLETED WORK,OR WORK IN PROGRESS. ma's �" y � ,•,; '• PLASTER OR STUCCO FINISH ,,� .,,:;: GUARDRAILS INFILL -•' 50 psf O EO 7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES _ y = PASSENGER VEHICLE H/240 COMPONENTS EXTERIOR WALLS-WIND LOADS WITH " WHERE NECESSARY OR WHERE CALLED FOR IN THE DRAWINGS. � 50 psf OTHER BRITTLE FINISHES 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR REPLACED TO SEAL: GARAGES THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT,AT THE CONTRACTOR'S EXPENSE. EXTERIOR WALLS-WIND LOADS WITH ROOMS OTHER THAN 40 psf H/120 SLEEPING ROOMS FLEXIBLE FINISHES 0 100M 9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF DO NOT SCALE DRAWINGS ADJACENT STRUCTURES,EQUIPMENT,OR UTILITIES.SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK,THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ALL RIGHTS RESERVED SLEEPING ROOMS 30 psf LINTELS SUPPORTING MASONRY VENEER )\r 51 078 r40 rr of 105'.00, cV` MATERIALS TEST NG,REPAIR ANDALL MISCELLANEOUS TEMS. THE CONTRACTOR SHALL EMS.BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, u600 WD. All drawings, specifications, and copies WALLS 10. THE TERM"OWNER"SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. thereof furnished by the Architect and his STAIRS 40 psf EDGE OF PAVEMENT O Consultants are and shall remain their NOTE:L=SPAN LENGTH H=SPAN HEIGHT 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S ACCEPTANCE OF THE TERMS ROOF LOADING(LIVE_ 0 SPECIFIED HEREIN,AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN OWNER AND CONTRACTOR property. They are not to be used on this or GROUND SNOW LOAD) 20 psf a. For the purpose of the determining deflection limits herein,the wind load shall be permitted to be taken as 0.7 times the component any other project unless written permission is and cladding(ASD)loads obtained from Table R301.2(2). 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND HEATING b. For cantilever members,L shall be taken as twice the length of the cantilever. HOBART ROAD PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. given by the Engineer and his Consultants. c. For aluminum structural members or panels used in roofs or walls of sunroom additions or patio covers,not supporting edge of ©COPYRIGHT 2023 glass or sandwich panels,the total load deflection shall not exceed L/60.For continuous aluminum structural members supporting 13. THE CONTRACTOR SHALL,AT ALL TIMES,PROVIDE CONVENIENT ACCESS AND edge of glass,the total load deflection shall not exceed U175 for each glass lite or L/60 for the entire length of the member, SAFE AND PROPER FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. whichever is more stringent.For sandwich panels used in roofs or walls of sunroom additions or patio covers,the total load deflection shall not exceed L/120. 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR d. Deflection for exterior walls with interior gypsum board finish shall be limited to an allowable deflection of H/180. SUBSTANDARD SHALL BE REMEDIED AT ONCE,REGARDLESS OF PREVIOUS INSPECTIONS. e. Refer to Section R703.8.2. 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS,DIRECTED BY THE ARCHITECT AND AS PER SITE CONDITIONS DEMAND, AND AS PER SITE CONDITIONS DEMAND,SHALL BE DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC,AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS. 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP.,BAYPORT,MN.OR EQUAL. ALL WINDOW TYPES I OS-27-24 Design Development ment AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR'E"TYPE 9 P GLAZING. FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. No. Date Remark 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF WORK REVISIONS AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. 18. IF IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR 'Title: SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. GENER e l�l 1L NOTES EX 15 T I N G 51 T E PLAN 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 20. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. I & SITE PLAN T-1 SGALE = I" = 20'-O" 21. IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONTSRUCTION. HOWEVER,FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED Drawn by: RM Checked by: MAA Date: 11 25 20 Scale: As Noted Job No.: 20002 Drawing No. r----------------------------- PROPOSED I EX INTERIOR AND PATCH TO Mr ITTGH Ori SHOWER ALTERATIONS O O O O I I GXI35(� 13 GXI35(E,) 12 GXI35(EJ If GXI35(�) 10 (2) 10 (2 0 SHOWER (2)2x10 d MOD J en FIBO bb�b• w II'-Io° Ex BED #3 D �j K-8333-0 z M O D 102 S.F. 12 M 0 / _ BED #2 2845 HOBART ROAD EX 96•HT. rT, 'n F �m'r'T, 139 S.F. SOUTHHOLD, N.Y. 11971 � o� � CL 1 B 5,���y�. � a ��—��� � Ex96'Hr. � X I m EX BOX I EX BOX I m u n= Lyy FlxnmE MOD = u� Ew FIXTURE = n Tax Map #: W O I CL n ov ov $ O w 0400-281.00-01.00-070.000 14 wm n �„� 5MOKE/W2 VET. O ----------------------------------I REMOTE DOORS AND PATCH TO Tit 6 EX ENGINEER: I ol- D1c, EX 46"HT EX BOX D MICHAEL ANGELONE PE LLC Ex FIXTURE O 2668 10 EX =PET 2665 EX Ex MICHAEL ANGELONE a EXISTING _______ CRAWLSPACE I 4 POND PLACE 1 0 �D —iv --r�n�-- ---- �`� l� OYSTER BAY, N.Y. 11771 TEL.:516.922.2024 FAX: 516.453.6002 R7-AKFA T MOD o � EX M O D M O D iU-T �l m _ 6=- m R.0. CONSULTANT: _ LIVING FOYER / m ,/ 20 EX 46 S.F. I PORCH I l r i r i 218 S.F. 50 S.F. - .r EX 96"HT. EX ab"FIT. b_4 I l 2-2 2-6 -- --i-- --�--i �.DLT. 11 VET. SMOI SMOK 6 RJM DRAFTING . p I I I I I I F�G02 CElco2 AND-DESIGNS i I I I 1 I I / 6 O I i i I i i EX 3 3 O 5 l2)2x10 (2)2x10 (2)2x10 �1 — 7 0 L D L A N D E R S C T YEWC SMITHT0WN, NY 11 787 TW28310TW28310Tw28310 I � l�- O O O E TO REPLACE D O .� / nralph®rjmdesignsny.com 1 2 RAILING TO NYS =92ITYiv 4 (516) 818-5368 FAX (866) 789-7930 NOTE: CODE N 6 I _-----__________ ALL NEW hINDOW5 IN EX. PORCH z ,�� N E / Contractor must verify all measurements and OPENING5.CONTRACTOR w a-a s ti I w I TO MODIFY OPENINGS AND C 0 conditions prior to beginning any work. 5IDIN6 AS REO'D V.I.F. v _ Report all discrepancies to the Engineer in L r------ --------------- I2'- " MOD 2' " v - writing. Plans subject to approval by all REMOVE z 1 MASTER --{ governmental agencies having jurisdiction. _______________ AWNING/ W I 141 S.F. OD ) The Engineer has not been retained for any --------------- CANVAS 1 Ex ao•HT. 'D / 5M �2 / 1 S.F. field supervision or inspection. His ---------------- z responsibility is limited to the accuracy of the I I Xplan. The Engineer is further not responsible (2)2xlO (2)2x10 (2)2x10 CUSTOM i for any damage arising out of the contractor's OGXI35 0 O P5035 OCX155 0 4,_II„ failure to execute the work exactly as shown 4 s b on the approved drawing(s). EXISTING FOUNDATION PLAN 2 PROP05ED 15T FLOOR PLAN A-1 SGALE = 1/4" = 1'-0" A-1 SGALE = 1/4" = 1'-O" := ►," €�';" t�,, �: `"Ttr 4"ROOF VENT—> '. WINDOW & FW EXT. SCHEDULE ' •�. ROOF � � a D 0 0 R SCHEDULE (7 O 0 0 U j } O J UJ r .. ..#M W z W W p w 0 0 0 Z a� W0� ->a Wrote SEAL: O CO � >� W -- WINDOW CATALOG Cn 0 .. �' ? (7 U NUMBER za �a ��a,� Uaa �¢ ¢o� n z ¢ O CD �� _� z��n� -aa cvU- Z00� in W U W J MANUF. T.B.D. w Y o z z DO NOT SCALE DRAWINGS o WI MOD LIVING TN28510 N DH Z Uo Z w U) a- E a o m o a- � m o r o w ALL RIGHTS RESERVED w2 Tw283Io N DH w o w � U Q n- w ,� > a F w o o All drawings, specifications, and copies MOD MOD MOD MOD Z z � N U- m w = cn w U) > w > � ¢ w3 TW28310 N DH Y li; w w = w I- I- w Y ¢ a Y ; o thereof furnished by the Architect and his CL BATH KITCHEN BATH o N o w Cri z U a II U ¢ o II If 2 2 "v v •v "v W4 MOD MASTER GXI55 (E) Y GA L W W o z (D REMARKS o a a o z o o Consultants are and shall remain their 2"v 2"v ry 2" 2"v property. They are not to be used on this or DI 2068 PRVa INK y y P3035 N PW o any other project unless written permission is W6 GXI55 (E) Y GA R U_ 02 4065 SLIDER D given by the Engineer and his Consultants. w.c. w.c. Cn C.o C.0 DISH C.0 C.0 C.0 C.0 WT MOD M. BATH GXI55 (E) Y GA R D3 2668 PR ©COPYRIGHT 2023 WASHER a SH WAS - 1ST FLOORP — Ile MOD KITCHEN GXW D4 2068 I3 N GA R 2"W 2 �2W w2"W rW 3"s 2 2•W'W 2"W 2 W 2'W 2"w 3"s W4 MOID. BED #2 GXI55 (E) Y GA L D5 2668 p C.0 C.o Db 2068 P P410 GXI55 (E) Y GA L AIR wll MOD BATH G D? 2668 FIR (E) Y GA L ' VENT CRAWLSPACE Db 2068 PR w12 0XI35 (I-) Y GA R I 05-2?-24 Design Development BUILDING wl3 MOD BED #3 G D4 2068 POCKET PRXI35 (E) Y GA R TRAP DIo (2) 2068 FRENCH P D No. Date Remark c.o wI4 GXI35 (I,) Y GA L CONNECTTO"J---4-DIAM. 1 oil 2668 PR REVISIONS EXISTING S.C.D.H.S. APPROVED SYSTEM NOTE: 012 4068 SLIDER D Title:NEW FIXTURES TO COMPLY W/NEW YORK STATE � EllY . FND'D, D.E.C. REQUIREMENTS FOR CERTIFIED WATER F. F SAVING PLUMBING FIXTURES NOTE:SEE ELEVATIONS FOR GRILLE DETAILS. WINDOW TYPES: AWING PROP. 1 ST F LR NOTE:ALL WINDOWS DBL.PANE LOW E WI ARGON GAS. A-CASEMENT (E)=EGRESS MEETS OR EXCEED THE FOLLOWING DIMENSIONS: CLEAROPENABLE DH-DOUBLE HUNG 5wl 6 SIDE AREA OF 5.7 sq.ft.,CLEAR OPENABLE WIDTH OF 20" AND CLEAR OPENABLE HEIGHT SL-SLIDING NOTE:ALL INTERIOR DOORS TO BE SOLID CORE MASONITE -6 PANEL COLONIAL by FONTRICK or EQUIV. PLANS CX� DETAILS OF 24".[COMPLIES R3101 PW-PICTURE WINDOW INTERIOR ALL HARDWARE OIL RUBBED BRONZE Q� NOTE:CONTRACTOR TO VERIFY SIZES FOR ALL REPLACEMENT WINDOVE PRIOR TO T-TRANSOM 3 P L U M D I N G fZ 15 E R D 1- GRAM ORDER. INSULATE&FOAM AS REQ'D BOW-BOW UNIT EXTERIOR NOTE:DB KEYED ALIKE BAY-BAY UNIT Drawn b RM Checked b MAA FWD-FRENCH WOOD DOOR y• y• SKY-SKYLIGHT Date: 11/25/20 Scale: As Note A-I SCALE =N.T.S. REPL-REPLACEMENT WINDOW CONTRACTOR SHAL SUPPLY HURRICAN PLYWOOD PANELS AE REQUIRED BY BLDG.DEPT.(IF REQUIRED) O O.: O Drawing No. PROPOSED INTERIOR ALTERATIONS 2845 HOBART ROAD SOUTHHOLD, N.Y. 11971 Tax Map #: 0400-281.00-01.00-070.000 ENGINEER: LJIIIIIIII MICHAEL ANGELONE PE LLC MICHAEL ANGELONE 4 POND PLACE OYSTER BAY, N.Y. 11771 TEL.:516.922.2024 FAX: 516.453.6002 III I M111 IA CONSULTANT: re ?i WA LLL-�� It It \ \ ! -.'7,1Y =b Wc+K �'Y .�fE,�s+ -RJM-•DRAFTING . � AND-D IGNS -PAW 7 OLD LANDERS CT S M I T H T 0 W N, NY 1 1 7 8 7 III LILLI-17HU desi nsn m ral h®r' .com %-a%; '::. , P J g Y 200 (516) 818-5368 FAX (866) 789-7930 ROT ELEVA ION Contractor must verify all measurements and PROP05ED FRONT ELEVATION 2 PROP05ED R T conditions prior to beginning any work. A-2 5GALE = 1/4" = 1'-0" A-2 5GALE = 1/4" = I'-O" Report all discrepancies to the Engineer in writing. Plans subject to approval by all governmental agencies having jurisdiction. The Engineer has not been retained for any field supervision or inspection. His NOTE responsibility is limited to the accuracy of the plan. The Engineer is further not responsible �X I ST I NG iZ001=I NCB, SIDING for any damage arising out of the contractor's TO REMAIN MOD I�Y AS for to execute the work exactly as shown � QU( D �'I '�' on the approved drawing(s). Liz SEAL: r *do ''•. -- - - - a to ;.' ;:` ; ,• .:� . — —— — — —— — — —— ALL RIGHTS RE DO NOT SCALEERVEDNGS -------------- All drawin s, specifications, and copies thereof his Consultants bArchitect d are and shall remain their ;r a(/ 11tt 11111111111 1111 IN Hill property. They are not to be used on this or Hill+'-• nos�;'y �-'' : �, > nv� : ' - ' 11 11111111 U UUU U1111 I I I I I I I I I I I I I I I I I I I I I I I I I Iany other project unless written permission is .':• �°� � '' ?" given by the Engineer and his Consultants. ti� `�-,•�,•�` ���-r �^• ©COPYRIGHT 2023 r-•�_,.- t- j«. ' _a:s.-,y- `':;. =r. - - - - - • ' - -r:' - -sin.` _ a, ��� - _ - - -:.':. - - -�_- .•=— - 'i' _ - "t:. _ .t _ :,�:":. _ _ fir', :;r 3 PROP05ED REAR ELEVATION 4 PROP05ED LEFT ELEVATION I 05-21-24DesignDevelopment A-2 5GALE = 1/4" = P-O" A-2 5GALE = 1/4" = 1'-0" No. Date Remark REVISIONS Title: PROPOSED ELEVATIONS Drawn by: RM Checked by: MAA Date: 11/25/20 Scale: As Note Job No.: 20002 Drawing No. PROPOSED INTERIOR ELECTRICAL/LIGHTING LEGEND ALTERATIONS SYMBOL MANUF. MOCIEL# BULB REMARKS LEVITON DUPLEX RECEPTICAL,DECORA,WHITE(IN ADDITION TO THOSE REQ.BY CODE) LEVITON QUAD RECEPTICAL,DECORA,WHITE LEVITON DUPLEX RECEPTICAL,DECORA,WHITE(SET @ PICTURE LIGHT) 2845 HOBART ROAD LEVITON DUPLEX,FLOOR OUTLET SOUTHHOLD, N.Y. 11971 FLR =@ LEVITON GFI,DECORA,WHITE INSTALL PER E3802 Tax Map #: _@ LEVITON GFI,QUAD RECEPTICAL,DECORA,WHITE INSTALL PER E3802 0400-281"00-01.00-070.000 =@ LEVITON GFI,WEATHERPROOF RECEPTICAL INSTALL PER E3802 qP USB LEVITON USB,WEATHERPROOF RECEPTICAL INSTALL PER E3802 ENGINEER: 9 USB LEVITON USB,WEATHERPROOF RECEPTICAL INSTALL PER E3802 MICHAEL ANGELONE PE LLC =0 SPECIAL PURPOSE CONNECTION-APPLIANCE,ETC. MICHAEL ANGELONE {69- LUTRON SINGLE POLE SWITCH,DECORA,WHITE POND PLACE fA LUTRON THREE WAY SWITCH,DECORA,WHITE OYSTER BAY,N.Y. 11771 V)_ LUTRON FOUR WAY SWITCH,DECORA,WHITE TEL.:516.922.2024 FAX: 516.453.6002 .a ( LUTRON THREE WAY SWITCH,DECORA,WHITE W/SLIDE DIMMER CONSULTANT: LUTRON FOUR WAY SWITCH,DECORA,WHITE W/SLIDE DIMMER LUTRON SINGLE POLE SWITCH,DECORA,WHITE W/SLIDE DIMMER � SENTRY TIME SWITCH EX SHOWER RJM DRAFTING s HALO HL618TAT EQI65 ENT 6"RECESS HIGH HAT-WHITE RECESSED LED TRIM AN CIZESIGNS 4 HALO H-995ICAT EQIVA ENT 4"RECESS HIGH HAT-WHITE RECESSED LED TRIM 6"RECESS HIGH HAT-WHITE RECESSED 6"SATCO GIBMLE S9473 FOR SLOPED - r„ .,. - • r •• -,.-•,,: •.. . ,.;-,•....�, 4% HALO HL6121CAT LED CEILINGS SHOWER i -1 x EX 4"RECESS HIGH HAT-WHITE RECESSED 4"SATCO GIBMLE S9463 FOR SLOPED s IRS s o 7 0 L D L A N D E R S C T HALO H-995ICAT LED MOD z CEILINGS 4 lu MOD SMITHT0WN, NY 11 787 HALO H1499T VOLOTAGE RECESSED SPOT LIGHT W BED 102 S F / - ` M BED #2 ralphUrjmdesignsny.com s HALO H-995ICAT LED 4"RECESS HIGH HAT-WATER TIGHT WHITE RECESSED LED TRIM TL410WH EX q6"HT. MOD --1 —T-� 139 S.F. (516) 818-5368 FAX (866) 789-7930 / CL B I�I — I\I EX Ex W HT. Exr HALO H-71CAT EQI65 W OUTDOOR FIXTURE,OWNER TO SUPPLY,CONTR.TO INSTALL I 12 2 �,E� y 6 / Contractor must verify all measurements and QA - 75 W A BLUB W/PULL CHAIN I M O conditions prior tobeginning any work. ,�2 OCT. Report all discrepancies to the Engineer in LED UNDER COUNTER LIGHTING srToicErco2 vET CL JvAir Q W/D WIG JUNCT.BOX OWNER TO SUPPLY FIXTURE,CONTR.TO INSTALL writing. Plans subject to approval by all EX 4 WALL JEM.BOX OWNER TO SUPPLY FIXTURE,CONTR.TO INSTALL EX HALL governmental agencies having jurisdiction. SCONCE ex ab•HT The En weer has not been retained for an 4E/ g y LAMAR FLUORESESENT (WRAP AROUND) Ex s40K6o2 VET. TRACK LT.FEED FIXTURE BY OWNER @ FAMILY RM TRUSS ------- 36 field supervision Or inspection. His gto G-1 WHISPEI�CEILING ' - -� responsibility is limited to the accuracy of the I I PANASONIC 80 CFM -V.I.F. - 4"HARD DUCT TO EXTERIOR BY ELECT.CONTRACTOR L_J FV-08VQ5 u , plan. The Engineer is further not responsible RING FLOOD LIGHT CAMERIA MOTION SENSOR-DOUBLE HEAD-WHITE 1 R A K E S T MOD s for any damage arising out of the contractor's Oo SMOKE/CO2 DETECTOR-DIRECT WIRED,INTERCONNECTED WBATTERY BACKUP L — EX MOD MOD �206 S.F._— R.0• failure to execute the work exactly as shown LIVING FOYER EX 016"HT. 1 PORCH on the approved drawing(s). O O CEILING FANLIGHT-STYLE&COLOR BY OWNER 218 S.F. 50 S.F. / I SINKuu. OEX 416'HT. EX qb"HT. — F— o I I ❑ sM C,02 DET. sMOKRJco2 VET. / '` `� ' r , ® CABLE/TELEVISION OUTLET 124 bW� ' —6 HOM COMPUTER HDMI OUTLET I / s I Cr �o COMPUTER DATA OUTLET _ _; ` EX E TELEPHONE JACK-CONFIRM SYSTEM WITH OWNER \ — — --- -IJ NOTE: EX FINAL ELECTRICAL PLAN TO BE REVIEWED WITH OWNER AS TO LOCATION AND TYPES OF RECEPTICAL LIGHTING,AND ANY CL el DEn 0-6 SPECIAL OWNER REQUIREMENTS. TY ALL RECESSED HIGH HAT FIXTURES TO BE ICAT-INSULATED CEILING AIR TITS. NEW 3 - s PROVIDE LED TRIM KIT - • •as"�.� !. .'''�*,^,`'•j r, PORCH NEW Ex s , PLUMBING (LEGEND CL „ \ SEAL: SYMBOL REMARKS _s DO NOT SCALE DRAWINGS W VUST \ MOD D `/ �'++i I ALL RIGHTS RESERVED HB HOT WATER BASE BOARD1 MASTER All drawings, specifications, and copies HHB HIGH OUTPUT BASE BOARD I 141 S.F. '-MOD / CBB CAST IRON BASE BOARD I EX qOb'Hr. H thereof furnished by the Architect and his Consultants are and shall remain their z �/ HV HYDRO VECTOR @ CABINETRY REG.POWER SMOKWCO2 PET. / 1 S.F. property. They are not to be used on this or _ _ _ 4__ _, i any other project unless written permission is 4o SR SUN RAD(4)SECTION OR AS SPEC. s � — � � given by the Engineer and his Consultants. —+ WS WATER SPICKET FROST PROOF ©CUSTOM COPYRIGHT 2023 ------------- PROPOSED WASTE LINES HN.A.C. LEGEND SYMBOL REMARKS , PROP05ED 15T FLOOR MEP PLAN AH AIR HANDLER „ _ I 05-2-1-24 Design Development WISP—I SCALE = 114 - I -O HWC HOT WATER COIL o. Date Remark ® PROPOSED RETURN REVISIONS Title: itle: LO-1 DISCONNECT PROP. 1ST FLR NOTE: 1)ALL SUPPLIES, RETURNS,TONAGE IS THE RESPONSIBILITY OF THE TRADE TO CONFIRM SIZES&LOCATIONS THAT HAVE BEEN INDICATED ON PLANS.SUBMIT CHANGES PRIOR TO ELECTRIC PLAN CONSTRUCTION FOR REVIEW BY ARCHITECT. & DETAILS 2)G.C.SHALL HOLD ALL PIPES TIGHT TO WALLS,GIRDERS& WITHIN BAYS.SOFFIT AS REQUIRED. Drawn by: RM Checked by: MAA 3)MAINTAIN MAXIUM ATTIC SPACE FOR HOMEOWNER Date: 5 20 Scale: As Noted Job No.: 20002 4)ALL PEX OR COPPER TUBBING SHALL BE DRILLED THRU WIM C.J.,R.R.OR STUDS, IF NOT APPLICABLE ALL RUNS SHALL Drawing No. FOLLOW DROPPED STRUCTURAL MEMBERS&DUCT WORK. 5)"MARKED-UP"MEP PLANS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW