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HomeMy WebLinkAbout52438-Z �oyaof Sao ryo�o Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47063 Date: 05/15/2026 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1285 Albo Dr Laurel, NY 11948 Sec/Block/Lot: 126.-3-14 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/04/2025 Pursuant to which Building Permit No. 52438 and dated: 11/06/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As-built" alterations including a partially finished basement and rear/side decks as applied for. The certificate is issued to: Thomas Hug, Jennifer DiVello Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: \` ELECTRICAL CERTIFICATE: 26-465 5/13/2026 PLUMBERS CERTIFICATION: Jack Gismondi 5/8/2026 Au oriz igna ure TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52438 Date: 11/06/2025 Permission is hereby granted to: Thomas Hug 930 Sound Shore Rd Riverhead, NY 11901 To: Legalize as-built interior alterations and attached decks as applied for,with Trustees#10788A approval. Additional certification will be required: Premises Located at: 1285 Albo Dr, Laurel, NY 11948 SCTM# 126.-3-14 Pursuant to application dated 08/04/2025 and approved by the Building Inspector. To expire on 11/06/2027. Contractors: Required Inspections: Fees: As Built Alteration $1,718.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total 1 818.00 Building Inspector t East End Inspection Agency, LLC P.O. Box 35 East Quogue, New York, 11942 EEI (631) 594-2272 Fax(631) 594-2698 office@eastendinspectionagency.com East End Inspection Agency CERTIFICATE OF ELECTRICAL COMPLIANCE This Certificate of Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant and not after the final inspection date listed. Owner: Thomas Hug Date: May 13;_202 Address: 305 Hill St Certificate No: 26-4651 Mattituck, NY 11953 Location of Property Inspected M AY 1 4 2026 1285 Albo Dr Laurel, New York STCM Dist 1000 Section: 126.0 Block: 3.00 Lot: 14.000 Permit Number 52438 [X]As Built [X] Residential [X] Basement [X] 1 st Floor [X] Full House Fixture Outlets-27 Service Cond Size- 1 set 2/0 copper. ACFI Breakers-7 Incandescent Fixtures-4 1-18-200 Existing Special Rec. -2-20 Amp Outlets-23 No visual defects observed Meters- 1. Existing GFCI Receptacles-5 Switches- 12 Oil Heat-2 Frac GFCI Breakers-6 Dishwashers- 1-20 Amp Ranges- 1-Gas Washer- 1-20 Amp Dryer- 1-30 Amp Smoke Det-5 CO Det-2 Time Clock- 1-20 Amp Service Disconnect- 1-CB Electric Service- 1-200 Existing Other Fixtures-31 Date of Roughing Inspection: Date of Final Inspection: 5/12/2026 The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements at the time of inspection. Installer: Homeowner License Number: N/A Electrical Inspector: Edward Seltenreich oS�FFoc,(c�Town Hall Annex hy►��► G•y� Telephone(631)765-1802 54375 Main Road .� P.O. Box 1179 y +Z■ Southold,NY 11971-0959 0 • n R � t` BUILDING DEPARTMENT MhY ' $ 2026 r TOWN OF SOUTHOLD CERTIFICATION Date: O Z Building Permit No. �� I Owner: v C� (Please/print) Plumber: �ez G)� cq l�Ylii LCV G 04 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. -Plum ers Signature) Sworn to before me this day of , 20 c� Q8v �h Notary Public, County CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified. in.Suffolk County Commisslort Euplr6s FAprll 14,2-0" b apF SO(/Th°�o # TOWN OF SOUTHOLD BUILDING DEPT. coum,N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL C RE RKS: C �c DATE 410 INSPECTOR A M P Arch i t e ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 31,2025 Southold Town Building Department 54375 NY-25 Southold, NY 11971 RE: Hug Residence 1285 Albo Drive Laurel, NY 11948 SCTM #1000-126-3-14 To Nancy Dwyer, Please review the included revised plans as well as the revised Trustees approval to include the side stoop.The plans were revised as follows: - Demo plan,site plan, section, notes, & details updated and revised for interior renovation - Closet bathroom removed If you need anything further, please contact my office. Thankyou, Anthony Portillo Page 1 of 1 FIELD INSPECTION REPORT DATE COMMENTS �b N FOUNDATION (1ST) . oL ------------------------------------ �C FOUNDATION (2ND) z -- o N ' UNsp ROUGH FRAMING& c y 6-S PLUMBING 21 AZI r INSULATION PER N.Y. STATE ENERGY CODE V ✓Jb ` Y FINAL ADDITIONAL COMMENTS CA. gr -t-ro Ill ec Ill� 88 '40 � Z rn H J x r� H x e b y asS�FF01�cc1 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 1 1 97 1-0959 Telephone (631) 765-1802 Fax(631) 765-9502,httgs://4vwW.soueholdtownnv.gov. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. ✓� Building Inspector: AUG 1 2025 i Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. I Town of Southold Date:7/30/2025 OWNER(S)OF PROPERTY: Name:Thomas Hug and Jennifer DiVello scTM#1000- 126-3-14 Project Address:1285 Albo Drive, Laurel Phone#:917-697-8843 Email:t.hug2l2@gmaii.com Mailing Address:305 Hill Street, Mattituck CONTACT PERSON: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:dscharadin@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 NC this property? ❑Yes ■No IF YES, PROVIDE A COPY. ■ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Cade. 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 210AS of the New York State Penal Law. Application Submitted By(print na MP Architecture EAuthorized Agent ❑Owner I' Signature of Applicant: Date:7/30/2025 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Anthony Portillo, AMP Architecture being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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 / 1 �Ddayof �CJ1 202-5 l J Public DAWCEE AOFENANGER NOTARY PUBLIC,STATE OF NEW YOP, PROPERTY OWNER AUTHORIZATION Registration No.01A00019644 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires January 9,202 1,WmmmftWalt1lJld1ff rif1lT1 ?ftlbD residing at 12MA ftMkWIlMM1'IgK1119418 do hereby authorize to apply on my behalf to the Tow,n-of Southold kul difig D 'partment for approval as described herein. Owner's Signature Date 71%rrrMI#(lggMTWJWA- iffarMUWlhD Print Owner's Name 2 Glenn Goldsmith,President �QF SO(/r�, Town Hall Annex A.'Nicholas Krupski,Vice President 54375 Route 25 O P.O.Box 1179 Eric Sepenoski J J Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples0 • O Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10788A Date of Receipt of Application: April 14, 2025 Applicant: Thomas Hug SCTM#: 1000-126-3-14 Project Location: 1285 Albo Drive, Laurel Date of Resolution/issuance:-June 11, 2025 Date of Expiration: June 11, 2028 Reviewed by: Board of Trustees Project Description: As-built 12' x 21.7' deck and 4' x 19'5" stoop. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by AMP Architecture, received on April 14, 2025, and stamped approved on June 11, 2025. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit.will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President �OU)y Town Hall Annex A. Nicholas Krupski,Vice President ��� Ol0 54375 Route 25 P.O. Box 1179 Eric Sepenoski l Southold, New York 11971 Liz Gillooly en Telephone(631) 765-1892 Elizabeth Peeples �l� Fax(631) 765-6641 CQ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2283 C Date: October 28, 2025 THIS CERTIFIES that the as-built 12'x 21 7' deck and 4' x 19'5"stoop, At 1285 Albo Drive. Laurel Suffolk County Tax Map#1000-126-3-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated Ayril 14, 2025 pursuant to which Trustees Administrative Permit#10788A Dated June 11,2025,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the as-built 12'x 21.7' deck and 4' x 19'5" stoo . The certificate is issued to THOMAS HUG owners of the aforesaid property. Authorized Signature SURVEYOFPROPERTY 1 yo ZU \ ND SUR SITUATE A LAUREL TOWN OF SOUTHOLD jy SUFFOLK COUNTY, N. Y. SURVEYED: JANUARY 27 2025 SCTM. 1000- 126. 00-03. 00-014. 000 1285 ALBO DR, LAUREL, NY, 11948 LOT AREA .to 13024.44 S.F. o A6,- \ �� ` �\� (0.299 ACRE(S)) � l LONGO LINDA M N/F BLE TRUST 1 �� IRREVOCA \ U r4 3 \\ \\ OM co 1-3 19 oN oF NEwyo w •5 A/c 3 .�P PEL K. y, .A 42.3 /C� /T- 1 Story 11 Frame TREx b. GRAkLlA Residence DECK I 1 IPAG ' �\ \ oo 00 O DRNEWAY 1285 .a o� w II 9 T,o1 ��] 42.3' / N 2�O \\ \ w z) CONC. WALK WOOD DECK / OR I m�, p N0• 050-5. r�-K %?moo \\ �\\ SFD LAND S�1�J ycn , Off' jV —20.0'— 6' WOOD FE I �` \ l 3 l`\ T p �2.0'x UTIL x19.0' I �� gyp. I COPIES OF THIS SURVEY NAP NOT BEARING THE LAND SURVEYOR'S INKED a SBrro43r'OrrW 203143 \ OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. I \ \ MICHAEL K. WICKS, P.L.S. #50390 MICHAEL K WICKS Re N/F MARK MINCIELI \ LAND SURVEYING Szaen�e & RACHEL MINCIELI 15 FROWEIN RD — SUITE E2 a CENTER MORICHES, NEW YORK 11934 co N VOICE. 631.874.0156 GRAPHIC SCALE: 1 INCH = 30 FEET www.wickslandsurueying.com W 30 0 15 30 60 120 RECORDS OF RICHARD C. DRAKE SCALE: SURVEYED BY: DRAWN BY: SHEET: W 1"=30' M.W. J.W.W. 1 OF 1 0 fL v) STANDARD NOTES: 1.COPYRIGHT 2024 MICHAEL K. WICKS LANE) SURVEYING 2.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL Y WORK AND OPINION. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION tS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE U GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP, THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN. THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED 3 BY THIS SURVEY. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION.*ELEVATIONS REFER TO A NAVD 88 DATUM (j "'al � ----. ._._._._. ._._.__. .� P7APR E 8 V E r ' ___ I _ 1 4 202.5 flD 6F ouulotdTmmaraurTNstm I _ ED ii o N — i i U o cast M0 In w r _ 4 c7 = r 0 0 s EXISTING FOUNDATION PLAN EXISTING FIRST FLOOR PLAN s n O S.F.HA5ITABLE SPACE;1,050 5.7.CROSS FLOOR AREA SCALE,V&•' 1050 S.F.HASITA5LE 5PAGE;1,050 S.F.6RO55 FLOOR AREA SCAM ve••1'-o• � N o a ,pRO�T 7 ZONING'DP.TA. ., ° .•: /, '' i ' \Y� r.-s TAX MAP• 1000-126-3-14 %.,'�.;'': "'% ; \y 1•,%' 72 € y, �, ✓�� >;•;. -jig ZONING DISTRICT R-40 NO ry!.1,••+ we„" r• '� LOT AREA �I CD10-PRIVATE ONE FAMILY NO.Z1437 I DEG.50,IY76 ,•:":' =—ys,�T pROPDiIT \ fJ•°. W J PMLLINS CDPO-PRIVATE ACCES90RY NO.ZS025 I NOV.29 197T '.�;.,t 1' 'I .\� .�.. N �,,p,.�{� m B 5 STORAGE BUILDMG .\ •( yS3'r' 1 FEMA FLOOD ZONE X t AE(EL6) `t :''i�%'`? --1 / >' .•rN /'Y 1� m� WETLANDSDI57R DISTRICT _ PEM71N6 <(I�)."t:� ?o a:�`'u)J ...� wwo �m /'/p '• 9 I� ¢a DEC DISTRICT NJ PENDING \'y.:.^ �'�(•.:'(,. aVaOfi "� P' µ IF�< .•.' �• '�� S i SUFFOLK COUNTY HD APPROVAL .102 5 BED. ;r FLOOR AREA9 PER_SOVTNOID TOWN CODE 2BCJ-4, '.' `: .. <e ;�...,.•..,v,., !'? 1.''� a b '------------ EXISTING EXISTING HABITABLE 6ZO55 LOCATION MAP — SPACE AREA D01 =AP E A v E /��N]]pN', \/C 1''� SCALE,NTS I 31 f� BASEMENT AREA, 0SF. IP30 S.F. 'ArPkO,VED BY �1--�-"- 6 FIRST FLOOR AREA IP50 SF. I.O50 S.F. -1 'lnsi. >4 ID'- a IS 5 crCDHD FLOOR AREA D S.F. D SF. ..:BOARD OF•i RYSTEES 1 "TOWN OF.SOUTHOLD 1 1 SwUold Tolm AREA TOTALS 1,030 S.F. 2P6o SF. �. . 'DATE "u . �r ' ,� BoardufTmdees -D LOTGOVERAG2 : .. - J ne: I1 +.�d'-� 1 SC+UTHOL;LTOYUV.GpDE.250-1245 ek DESCRIPTION(FOOTPRINT) AREA COV LOT 1 - --�'•. TOTAL LOT AREA(LANDWARD OF FLAGGED WEILAND) 12024D S.F. LAYOUT NOTES, ��00-��••-i 1 �� EXISTING HOUSE 1,030,0 SP. 0.4% I.THIS 19 AN ARCHITECTS 517E PLAN 4 15 m.! 1 20. T SUBJECT TO VERIFICATION BY A LICENSED EwST. 1 SURVEYOR. TFkE�`NPORMATION 1 -_ �k• C EXISTING DECK 260.4 SF. 2.1% REPRESENTED Ott THIS 517E PLAN IS TO THE DEC L EXISTING STOOP 66b S.F. 05% ARGHITECT'B BEST OP KNO14LEDGE 1 i r' I L 2.SURVEY INFORMATION WAS OBTAINED C Q EXISTING SHED 64.0 S.F. OS% FROM A SURVEY DATED JANUARY 27,2025 •� , TOTAL AREA OF ALL STRUCTURES 14212 SF. I1.5% '�PREPARED BY. 1 �p ,I MICHAEL K.WGKS 11r �J C MAXIt-W LOT COVERAGE ALLOMED-20% LAND 9 FROWE NI ROAD P�� CENTER MORICHES,N.Y.II494 1 - TELEPMON6(650 674 0156 ZONING,REGULATIONS MAIN.BUILDING.�•.`�...'-.. .... 1 50VfH0LD.TOVA!'GODE 286;ATTAGNMENT�.S'/380=2148' EXIST. PROPOSED COMPLIES I, FLOOD MAP DATA FROM FEMA MAP'4561050040IH I IO MIN.FRONT YARD 55O' 44.7' 44.7' YES MAP DATE,9/25/2004 1 EwbhH6 m FLOOD ZONE X 4 AE(EL6) m MIN.SIDE YARD 10.0' 150,' 152 YES 2.SURFACE WATERS OR WETLANDS ARE 1 DRIVEVNY Q ci MIN.COMBINED 25O' S0b' 90.6•' YES LOCATED WITHIN 900'OP THE PROPERTY. -1 Io\'(vCj O '/�O = ? O'rl SIDE YARDS ,�� PLAN 100' S25' 825' NO ELEVATIONS REFERENCE NAVD 66 DATUM. v O W Q •�w 50UT1•IOLQ!TOWN:C.ODE.280-201(A)(I).:..., .....z..r". ,•-" @ /_.�s46YY W >- •u+S M LC Q g LOT SIZE/AREA IN IOPOO.0 SP. 3P24.4 ALLOWABLE TOTAL �6)' �i0 /O O Y ME55 OF IOA00 SF. SF. SPA 6PA cq� (b)LOTS CONTAINING UP TO 5SgO SF. 20POO SF. MAX ALLOWABLE S.F./PLUS O 125%OF EXCESS LOT 2)00i0 S.F. 57D.1 5F. 2,475.1 S.P. 1.050 SP. 8 O AREA OVER IOPOO S.F. A�' SITE PLAN SCALE 1'=5010° ' Q W a < Ick I Q LI LIJ FAME #�E� : Q LO C: • AS-5U I LT CONDITIONS 10.10.2024 °' o -QQ ,QQ PROJECT LOCATION & SCOPE • OE37A I N GERTI F I GATE OF OGGUPANC NT' @ MODIFIED o // I .0 o SITE PLAN & ZONING DATA 15EDROOM, L I V I NC ROOM EX 1 ST I NC DEC,< N >: I [�IATA : GENERAL NOTES s� ', , �� f ` 110 .cLOzd' 0 CV PROJECT / ZONING DATA BASEMENT DEMOLITION PLAN , , �' .,;,� 0 v ''I^^ r / .7 b"'� C � W FIRST FLOOR DEMOLITION PLAN - - " TAX MAP # 1000-126-3-14 �! +'C+ 04 ++ ZONING P15TRICT R-40 NG ji C :2 �O A- 1 O2 .00 EXISTING BASEMENT PLAN � LOT AREA 0.5 ACRES �� - _ EXISTING FIRST FLOOR PLAN CofO - PRIVATE ONE FAMILY r 1N0. Z7437 DEC.; 30, IQ76 0 � � ' I - ;' f , ���<'`�'r , ..s, DWELLING f(1 SUBJECT PROPERTY GofC - PRIVATE ACCESSORY INC. Z8025 ; NOV. 2�i I�i77 /� FLAG STORAGE BUILDING #5 A-201 .00 BUILDING SECTION ..�,. , 4E 1 'LAND DELINEATED BY ° - FEMA FLOOD ZONE X 8 AE (EL6) o `� - p � ' I DESIGN DETAILS 5HAWN M. BARRON �2G�� L J '' , �;` ENVIRONMENTAL �a 2� FLAG WETLANDS DISTRICT PENDING OCI/03/2024 # i FLAG 4 DEC DISTRICT NJ #3 I jam- Q ,QQ PLUMBING RISER DIAGRAMS I , ( T GAS RISER DIAGRAM ` :.f:.tFli:nril,o+•n 1 SUFFOLK COUNTY HD APPROVAL (050-102 3 BED. 1 - 1Y" FLOOR AREAS PER SOUTHOLD TOWN CODE a80-4: / FLAG - - _ _ _ - -I O' r E>K15TIN5 EXISTING 2 _ - _ _ _ _ - - I ' HAIBITABLE GROSS SPACE AREA - LOCATION �t, AF v BASEMENT AREA c0 S.F. 1,050 S.F. FLAG ' SCALE: NTS #I I FOUNDATION.CONCRETE,AND MASONRY Q ° FIRST FLOOR AREA I,O>30 Z S.F. 1,030 S.F. NOTES SPEC I F I GTI ONS CARPENTRY I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -� IT 15 THE C.ONTRAGTOR'S RE5PONSIBILI7Y TO KEEP THIS GONSTRUGTION DOCUMENT BINNED I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 d SETTER(Fb = 675) UNLESS OTHERWISE NOTED. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE p I TOGETHER A':T AL TIMES.IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, n 1 SECOND FLOOR AREA (0 S.F. O S.F. �° / / 2.8 SFPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF W 2. ALL LUMBER IN CRAWL SPACES TO BE 16" ABOVE SCRATCH GOAT. MAINTAIN THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. AREA TOTALS 1'0)50 S.F. 2,060 S.F. - 6" MIN. FOUNDATION EXPOSURE. Exl�jj, GENERAL 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL IO' Q 8'xal I. NO WORIK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE BUILDING DEPARTMENT. g• SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO g 501E TO HAVE MIN. BEARING CAPACITY OF (I) TOWSQ. FT.,U.O.N. PROVIDE SILL 5EALAN5ULATION. SIZE OF SILL TO BE(2) 2"xb",UNLESS (1) 2 xb LOT COVERAGE r11 FRAME 5. 2. ALL GOINSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 15 NECESSARY TO MATCH FLOOR EIOHT5 WITH THE EXISTING STRUCTURE. SHED ALL DIMENV510N5,GONDITIONS,AND APPLICABLE INFORMATION OF EXISTIN6 4. FOOTIN65 TO REST A MIN. OF 4-0 BELOW GRADE,UNLESS 1 II II STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 4• AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED SOUTHOLD TOWN CODE 280-124B EQUAL. 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWIN65,U.O.N. -- S. ALL WOIRK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL CODES961 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN DE5GRIPTION (FOOTPRINT) AREA LOT I AND AUTHORITIES HAVING JURISDICTION. FLOORS,ROOFS,AND WALLS. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS COVERAGE UNTIL 121 TIER OF FRAMIN6 15 IN PLACE. 4. ALL UNNIOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6.DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TU135, TOTAL LOT AREA (LANDWARD OF OF THE OHNER/BUILDER U.O.N. 7. FOOTIN&5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. FLAGGED WETLAND) 5. S.F. 5. ANY OMIISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS -. ALL BEAMS,61RDER5,ETC. TO HAVE MIN. OF 3-1/2" BEARING 6. ALL OPENINGS FOR BEAM POCKETS,UTILITIES,ETC. TO BE FILLED EXISTING HOUSE 1;,030.0 S.F. 8.430 / I SHALL BE CLARIFIED WITH THEARCHITECT/ENOINEER BEFORE PROGEEDINL SOLID WITH CONCRETE. WITH THE WORK. / / 5. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED, q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. EXISTING DECK :260.4 S.F. 2.1% 6. NO DEVIATIONS OR GHAN&E5 TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT/ENLINEER. qq. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 10.ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 26 DAYS OF 4p00 P.5.1.,U.O.N. EX15TINO STOOP 66.8 S.F. 0.5% / I 7. CONTRAaCTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS T.10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE „ \ ��N� BEFORE THE START OF FRAMING ON PALE &-POOR 6ENERALLY,SHERTHIN6 IS OF i/2" THIGKNE55 ON WALLS AND 11. GONG. SLABS TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH EXISTING SHED 64.0 S.F. 0.530 1 _ _ _ _ - - /" �/ 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 6. DRY WE°LLS AS REQUIRED BY STATE AND LOCAL CODES. ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS _ FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN 12. COPPER FLASH ALL JOINTS WERE SLAB ABUTS FRAMING. TOTAL AREA OF ALL STRUCTURES 1421.2 S.F. I I.5% / \ / q. DO NOT'SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE. ED: OYo I 10. OWNER//BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, II. SUB FLOORING, GENERALLY, HE U OF 3/4" THICKNESS AND LU GDX GRADE. 13.BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - MAXIMUM LOT COVERAGE ALLOW 2 / I / �/ CERTIFICATES,CERT.OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL NAILING AS PER FASTENING SCHEDULE ON PAGE 6 003 AND GLUED,U.O.N. (I) WALL TIE f'ER(3) SQ. FT. / 14. FLASH JOQ"AT BRICK LEDGE AND PROVIDE WEEP HOLES, 20' .(0 21.1 II. THESE 5'>ET-.OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR /9 / MAX. 32-O" C.�:.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN APPROVED EQUAL. ZONING REGULATIONS MAIN BUILDING EXIST. 0 1 I PERMI5SICN FROM THE ARCHITECT. 15. APPLY(I)FORT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FRAME 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16HT5 AND AT FROM FOOTIN6 TO 2" ABOVE FINISH GRADE. SOUTHOLD TOWN GORE 280, ATTACHMENT 3 28O-2I4B - �/ 1 12. THE ARiCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. DECK 1 RE51FON518LE FOR DESIGN INTENT ONLY. 14. PROVIDE W GRO55 BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES 24.I' i 1.2' 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. EXCEED 6'-O" AND AT EVERY 6'-O". OF 40°F AND FALLING,UNLESS APPROVED BY ARCHITECT/ENGINEER. NO (L EXIST. PROPOSED COMPLIES / �/ p I 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE AL50 PAGE 0/ 6-004. A HI ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY � I TIMES.AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL ARCHITECT/ENGINEER. G} IM / N RUBBISH,WR57E MATERIALS,TOOLS,ETC.,GLEAN&LASS AND LEAVE WORK MIN. FRONT YARD 35.0' 4�4.7' 44.7' YES / BROOM GLEAN. 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 � I NECESSARY. I6. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND / /" W I 15.THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL WHERE EVER APPLICABLE. H MIN. SIDE YARD 10.0' 11-2' 11.2' YE5 d 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRE55ED ON PAOE5 6-003. w LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES �/ � Q� Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A � MIN. COMBINED AND ORDIINANCE5. „ MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. 25.0' 2�.6' 26.6' TIES C'i� Q��� Z I6. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 0 MINE YARDS \.�a �0 C'JO O m 2 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL "ABOVE. SUB PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK p Cz ��` P� FLOOR SHALL NEVER EXCEED A I6" SPAN. CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. V Q / t' ¢�(�. �V w THE SUB-G•ONTRAGTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER MIN. REAR YARD 35' qa.I' �t5.1' YES V"" ~ I COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED X In T_ V Iq. AT ROUGH OPENINGS PROVIDE ALL APPLIGABLE NAILING AND STRAPPING to / L1 - < -A AS PER PAGE 6-003. AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" cc 1 17. THE G0INTRAGTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, It 4 ARGHITECT/ENOINEER,AND THEIR AGENTS AND EMPLOYEES FROM AND DEEP 4 3,-0' BELOW GRADE. ll- A6AIN5T FALL CLAIMS,DAMAOE5,LOSSES AND EXPENSES, INCLUDING 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN SOUTHOLD TOWN GORE 280-20-1 (A)(I) ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD GYPSUM WALL BOARD _ ( THE WORK.PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LOSS OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT H Q 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING,DIPPING,OR SOAKING UNTIL THE WOOD COMPOUND METHOD. i Q LOT SIZE / AREA IN 3,024.4 ALLOWABLE TOTAL ABSORBS No MORE.ALSO,FOR HARDWARE USED WITH P.T. LUMBER, r IO,000.C� M.F. V INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK EXGE55 OF 10,000 S.F. S.F. GFA GFA ' ITSELF ING%LUDIN6 THE L055 OR USE RE5ULTIN6 THEREFROM). (5) 15 CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLESS WHOLE OR' IN PART BY ANY NEOL16ENT ACT OR OMISSION OF THE MANUFACTURER SUCH AS: HANOER5,NAILS,SCREWS,FLASHIN6,ANCHOR BOLTS, OTHERWISE NOTED. WATER RESISTANT(H.R.) AT BATHROOMS AND WHERE ° (b) LOTS CONTAINING UP TO 3350 S.F. I 5.21 CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, DEEMED APPLICABLE. rb PROJECT: 20,000 S.F. MAX. �,.{�.q I ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. A 1 EMPLOYEE? BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 3. 5/6",ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS C.>� i BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A ALLOWABLE S.F. / PLUM i PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET H U G 12.5Y OF EXCESS LOT 2,100.0 S.F. 378.1 S.F. 2,478.1 S.F. 1,050 S.F. i A. WEYERHAEU5ER TRUS J015T 2.OE MICROLLAM LVL IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCIN6 AREA OVER 10,000 S.F. ' 16. ALL MATERIALS,ASSEMBLIES,AND METHOD OF CONSTRUCTION INCLUDING B. 6EORLIA PACIFIC 2.OE 6-P LAM LVL EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILING,PLACING PSL (PARALLEL STRAND LUMBER) DENOTES: CONCRETE PANELS OF 5/6" THICKNESS MINIMUM. >x~ AS-BUILT ' I OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. WEYERHAEU5ER TRU5 J015T 2.2E PARALLAM PSL EXIyStI'N& TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65,SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEC.'S 4. FINISH JOINTS,J-BEADS,NAIL DIMPLES,CORNERS,AND EDGES SHALL BE GRAVEL APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWINGS TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 0 AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. COMPLY WITH ALL CODES OF T-• AUTHORIZATION OF THE ARCHITECT/ENOINEER. FRAMING MATERIAL STANDARDS SECTION,THE 60VERNIN6 BUILDING CODE, APPROVED AS NOTED 1 Q DRIVEWAY I AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 1285 ALBO DRIVE NEW YORK STATE:&TOWN CODES •-A la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP MANIN65 CODE EVALUATION REPORT. ALL OPENINGS. A:i REQUIRED AN©CONDITIONS OF DA ' /6a J�B.P t ✓d 3� NEEDED,UINLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS LAUREL, NY 11.948 PERTAININ16 ARE TO BE FIELD VERIFIED. NO NOTCHES IN THE TOPE BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. .� +-SOUTH��0LDT0Vt�JZBA i NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN.NOTCHES IN THE u! ZM F��a •l/v BY ' 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL SoLnjo pTUNNPLMNINGBOP.RD 9 i 1.LAL WINDOWS AND DOORS NOTIFY BUILDING DEPARTM TAT I I WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. W EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED v�/ �p � 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE DRAWING TITLE: 0 D Q SOUNOLDTOV.% RU$TO 631 765.1802 8AM TO 4PM FOR THE �j1 � I HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ""' tt1� c ^ FOLLOWING INSPECTIONS: - � J SPEGIFIGA�TIONS,UNLESS NOTED OTHERWISE. CLEARANCES ARE PROVIDED. IVYS'�DEC 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. 24.NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE PROJECT LOCATION & SCOPE ----- --=---- �. FOUNDATION-TWO REQUIRED _Q` MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF 3. ALL SLIDING 6LA55 DOORS, SKYLI6HT5,AND ANY 6LA55 UNIT INSTALLED _ $OU�HOLDHPC FOR POURED CONCRETE 1 ��� Qj� 23. PLEAS':E NOTE THAT THESE PLANS ARE PROTECTED AOAIN5T ANY THE STUD LENGTH SHALL NOT EXCEED 2596 OF THE ACTUAL DEPTH. BORED WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, SITE PLAN & ZONING DATA SCHDI 2. ROUGH-FRAMING&PLUMBING ' / 121 R� UNAUTHORIIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS HOLES SHALL NOT EXCEED 40Ai OF THE ACTUAL STUD DEPTH AND THE EDGE UNLE55 OTHERWISE NOTED. �. INSULATION 1 j %�� GOPYRI6HIT PROTECTION ACT OF IggO (AWGPA),WHICH HAS SEVERE PENALTIES. NOTCHES ANDOF THE HOLE SHALL HOLES SHALL NOT OCCUR IN THE T BE CLOSER THAN " TO THE EV61! OF THE STUD. SAME GRO55-5EGTION. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 4. FINAL-CONSTRUCTION MUST GENERAL WIND PROTECTION CONNECTION NOTES: MANUFAGTUP.ER'S SPECIFICATIONS. ' ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 25. FOR NEW WALLS,A PERFORATED SHEARWALL SYSTEM 15 USED.THE BE COMPLETE FOR C.O. ���\ CONSTRUCTION;SSTD 10-9q AND 2015 SBC HIGH WIND EDITION WOOD FRAME CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, S. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ALL CONSTRUCTION SHALL MEET THE ' CONSTRUCTION NOTES,AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE ENERGY CONSERVATION CONSTRUCTION CODE. PAGE: SITE LAYOUT NOTES: / I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65,FOUNDATION WALLS, SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING I. TH15 15 AN ARCHITECT'S SITE PLAN 4 IS REQUIREMENTS OFTHECODESOFNEW �� FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 6. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING &LA55 DOORS, WINDOWS, OR SUBJECT TO VERIFICATION BY A LICENSED YORK STATE. NOT RESPONSIBLE FOR SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). G-00J. 00 SURVEYOR. THE INFORMATION DESIGN OR CONSTRUCTON ERRORS INGLU)DED IN THE STANDARD BUILDING CODE,SECTION 2506 OF IBC SHALL HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. T ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 2O REPRESENTED ON TH15 51TE PLAN 15 TO THE , / !/ BE U:5ED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. ARCHITECT'S BEST OF KNOWLEDGE. ` 26. COLUMN BEARING AS FOLLOWS: OCCUPANCY �OO p �Y ®� 3. METAL PLATES,CONNECTORS,SCREWS,BOLTS AND NAILS EXPOSED WOOD POSTING TO BE BLOCKED SOLID To FOUND.WALL W/END GRAIN, H DIREiGTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 2. SURVEY INFORMATION WA5 OBTAINED Q AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK &ROUT• FROM A SURVEY DATED JANUARY 27, 2025 ` SECURE w/(2) 1/2" m ANCHOR BOLTS K' LONG EXPANSION BOLTS® DATE: 10/29/25 AND PREPARED BY: USE IS UNLAWFUL 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 1 OF 5 EXIST. WALL5 4 12" LONG HOOKED BOLTS m NEW FOUND. WALLS). FOR ANY 5HEAITHIN6 AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE MICHAEL K. WICKS WITHOUT CERTI�ICA�E PROWIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING(® MIN. 16" CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE LAND SURVEYING HOWEVER,WHEN COLUMN OR P05TINL 15 PART OF THE LOAD PATH FOR USE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, IS NROWEIN ROAD OF OCCUPANCY 5. RIPC;sE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING IN A SHEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EORE55 CENTER MORIGHES, N.Y. IIg34 o e Io so sO RAFTTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 STANDARD SEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, REQUIREMENTS. r1� TELEPHONE: (631) &74 0156 SIT PLAN LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF U.O.N. WITH TOP GAPS® STEEL COLUMNS TO BE MIN. V4" BENT PLATE 6" LONG Additional eRor,ic I''15' RAFTMRS. w/6" RISE 4 w/(2) °/a"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEOS 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE r SET 6" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. C ' �.( '°• ` '' r. SCALE: I" = 15'-O" 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. TEMPERED GLA55. byE." t Certification 11. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. NOTE: May Be Required. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY I6" WdITHIN 4' OF EXTERIOR CORNERS. GLAZED OPENIN6 PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE '! I. FLOOD MAP DATA FROM FEMA M155ILE TEST OF A5TM EIgg6 AND ASTM E1556 AS MODIFIED BY 2020 NYS BG 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SECTION 301.2.1.2.1. 6ARA6E DOOR &LAZED OPENING PROTECTION SHALL MEET MAP#:36103G0481H TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR MAP DATE: 1/25/2001 `-` RETAIN STORM WATER RUNOFF OF k' AND V'x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE ANSI/DASMA 115. r- / ,,,• FLOOD ZONE x AE (EL6) PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR (� PURSUANT TO CHAPTER 236 BOL75 SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA5ONRY 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH 2. SURFACE WATERS OR WETLAND5 ARE FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL LOCATED WITHIN 300' OF THE PROPERTY. OF THE TOWN CODE. AND AT SPACING NOT EXCEEDING 4'ON CENTER. BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS ELEVATIONS REFERENCE NAVD 88 DATUM. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT EL+ECTRiU°tr"""gip r �^EB CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ON THE BUILDING. GENE AL 5YY50L <E)"" : Q NEW PARTIAL HEIGHT 0 _ EX15TINO TO BE DEMOLISHED �-77T; ; j NOOD FRAME (L.O. STL. w EX15TINO TO REMAIN YIHEN APPLICABLE) NEW FOUNDATION WALL J ) NEW WOOD FRAME (L.O. � � 5TL. WHEN APPLICABLE) Q :~ In C NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL 10 HOOD FRAME (L.O. 5TL. © POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUGTURAL _ � e W O . 0 POST FOR 6" WALLS), U.O.N. Of � O N NEW 2-HR FIRE RATEDLo WOOD FRAME (L.O. 5TL. O C T- Z d' WHEN APPL I GABLE) 0 -N >, 0 I c =3 (0 O Om -t T--- _r_ 0 . -wLo c C) v . . < :20 DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED 1 , 5TRUGTURAL MEMBERS PRIOR TO THE COMMENCEMENT r o OF ANY DEMOLITION OR CONSTRUCTION. U TEMPORARY SHORINO/DEMO SEQUENCING NOTES: W I. INSTALL TEMP. P05T5 4 GIRDER PER DEMOLITION J PLAN 8 PER DETAILS. 2.REMOVE EXIST. GIRDER. 5.INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE EXIST. FLOOR JOISTS TO NEW OIRDER. 4.REMOVE TEMP. POSTS 6 OIRDERS. r WIDENING AT PROPOSED r I EXIST. STOOP FOUND. GLIDING DOORS EXIST. STOOP o — I TO BE DEMOLISHED TO BE DEMOLISHED UJ I I I I VJn 1 I I I I I I --- ------ ---- EX15T. WINDOW EXIST. WINDOW TO BE REMOVED TO BE REMOVED PROVIDE OPENING ® NEW DOOR EXIST. STOOP FOUND. ' TO BE DEMOLISHED EX15T. DINING EXIST. DOOR ROOM TO BE REMOVED I I __ -EXIST. DOOR / TO BE REMOVED EXIST. STOOP C TO BE DEMOLISHED ! �\ EXIST. WALL(5) TO BE DEMOLISHED WH O I I I I JCH I I I I EXIST, LIVING EXIST. ROOM II ! KITCHEN Li ALL EXISTING CABINETS, EXIST. WINDOW PLUMBING FIXTURES b TO BE REMOVED I L_J I APPLIANCES TO BE REMOVED I !L __ _ ==�==� _ PORTION OF EXIST. WALL EXIST. O -T�;l l 7 F TO BE DEMOLISHED EXIST. WINDOW \,� BASEMENT I (l ` TO I REMOVED -UNFINISHED- I �`� I I -UNHEATED- _ REF. 6 8 CL6. HOHT. EX15T. I II I LENGTHEN OPENING AT PROP. EORESS WINDOW H Z w EXIST. 10 RI ® O 10 R ® 8" EXIST. UP (11 Tr ® a) Tr ® DOWN p EX15T. BEDROOM 5 EX15T. Ir S.F. � O C� HALLWAY ! O EXIST, BATHROOM TO BE DEMOLISHED Q 0 EX15T. BATHROOM PROJECT: LUI� EX15T. H U G RM AS-BUILT a r 1285 ALBO DRIVE o EXIST. LAUREL, NY 11948 N BEDROOM I EX15T. X r 125 S.F. BEDROOM 2 ab S.F. DRAWING TITLE: EX15T. EX15T. PROPOSED DEMOLITION PLANS PAGE: A_jLojmmoo DATE: 10/29/25 2 0 F 5 PROPOSED BASEMENT 17)EMOL I T I ON FLAN FROFOSEI�) FIRST FLOOR l7EMOL.I T I ON FLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" C'� Q EXISTING TO BE DEMOLISHED NEN TIAL IHEI6HT HOOD RRAME (L.G STL. Ld WHEN APPLICABLE) Ld EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL V) N 5TL. WHEN APPLICABLE) Q In -c NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL = O O WOOD FRAME (L.CG. 5TL. ® POST FOR 4" WALLS O V_ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. N NEW 2-HR FIRE RATED In '� WOOD FRAME (L.G. 5TL. 0 C WHEN APPLICABLE) a- N C O u CO m .� FLOOR PLAN NOTES ON O; 4-j O EGRESS WINDO WELL: nQ W :2n- O O PROVIDE NEW E6RE55 WINDOW WE LL 4 COVER: BY r "ROCKWELL;42 SERIES" 42"W.X 45"H.(VIF) OR EQUIVALENT. INSTALL AS PER MAN. SPECS. WINDOW NOTE: O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDIERSEN CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS N10TED). ' ) INSTALL AS PER MANU. SPEC.'S. — — — — — — — — T , — 2.NOTE DOES NOT INDICATE EACH NEW WINDOM PROPOSED; p SEE DEVONATION5 4 WINDOW SCHEDULE. V 3.FOR SUBSTITUTIONS, SEE NOTE #a IN "GLASS WINDOWS — — — — — — — — — AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAI6H'T ARM HINGE. _ 3)NEW 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WAr.�-H — — — — — — — — 6.IN 6ENERAL, TEMP. 6L. SHALL BE PROVIDED>: _ 2"xb" _ _ z 06.1. FOR ALL SKYLIGHTS 4 OPERABLE P/ANELS OF - DROPPED +1 SWINGING,SLIDING, 4 BIFOLD DOORSi T 6.2. WITHIN IS" OF F.F. L j 6.5. WITHIN 24" OF A DOOR Q V 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF M LANDING .0 O NEW DROPPED BEAMS 6.5. WITHIN TUB/SHOWER ENCL05URE5 = ON 5" VIA. V DEEP FOOTINGS 6.6. SEE ALSO GENERAL NOTES ON PAGE: 6-002 - 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS ,AROUND o ® v WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE ATi A MINIMUM NEW l (2) 2"xIO" HEADER U.O.N. p _ _ NEW ( 2"xb" _ _ p FRAME 1— 5.WINDOW FALL PROTECTION SHALL BE PROVIIDED PER - DECK CD NY5 R312.2 FOR OPERABLE WINDOWS WITH ee ILL HEIGHTS N �J DROPPED ry o LE55 THAN 24" ABOVE F.F., THAT ARE MOR= THAN 72" p Q ABOVE GRADE OR THE ADJACENT 5URFACE: AT THE V BUILDING EXTERIOR. _O < 0 EGRESS NOTE: 3 IN COMPLIANCE WITH NEW YORK STATE BUILDIM6 CODE, SECTION R310.2.1; THE FOLLOWING MEAMS OF _ _ NEW (W2'x6° EORES5 SHALL BE FOLLOWED: DROPPED NET CLEAR OPENIN&........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM 58xba SLDR 5&x6A SLDR EXIST. EXIST. 2'-I"WXI'7"H HOP. 24x64 2 7"WXI'7"H HOP. 7 I a _ �� 3Qx6 - ) wl lo'-lo" EXI®T�6'IIO.G.F.J. �� A-A A-A D(L� N� \`� A-Ai"11 A-A A-201 A-201 I A-201 I A-201 yIH EXIST. MECH. ROOM EXIST. NEW LIVING NEW -UNF I N I SHED 5TORAOE ROOM K 1 TGHEN NEN GHIM. -UNHEATED- -FINISHED- _ [C:HM. r FRAME 6'8" GL6. -UNHEATED- � STOOP HGHT. _ II O OO it w� I I - REF. Lu EXIST. ry+�a � A-201 N — — N GL z3'-0.. a'-a" 0 r J r all EXIST. 10 RI ® - (10 RI ® 8" NEW 0 � UP (a T ® a) Tr ® DOWN Q i j a � 2 -�44 JI 2 xb 44 EXIST. 0 w BEDROOM 3 ' ~ EXIST, a7 S.F. N o ® O HALLWAY X i- w cv EXIST. 2"x8" F.J. p O PROJECT: ® 16" O.G. Ll EXIST. a , HUG EXIST. BATHROOM 2¢xb� N BASEMENT _ AS-BUILT -UNFINISHED- -5-6 3-10 W -UNHEATED- _ NEW EXIST. T 2f'x6a GL = HGHT. IN w 1285 ALBO DRIVE `t Q 26xba +s� D ° o LAUREL, NY 11948 I a� _ Q DRAWING TITLE: � wry � rxx EXIST. 2"x5" F.J. dJ EXIST. N 3 ® I6" O.G. BEDROOM I = N o EXISTING BASEMENT PLAN tu N I - 123 S.F. EXIST. O N EXISTING FIRST FLOOR PLAN Q BEDROOM 2 N EXIST. EXIST. Q ab S.F. a ax _ I _ tr >n T PAGE: OIL TANK ELECT. N PANEL N EXIST. EXIST. A-102m00 2'7"WX3'O"H D.H. 2'I"WX3'O"H D.H. 22'-8" a'-a" 2'-O" 2'-O" 8'-5" DATE: 10/29/25 3 OF 5 24'-4" 24'-4" 0 5 10 20 0 5 10 20 EXIST 1 N FOUN17AT 1 ON PLAN GRAPHIC SCALE 1/4"�1'-0" EXIST 1 N FIRST FLOOR FLAN GRAPHIC SCALE SCALE: 14" = I'-O" - 0 S.F. HAE317AE3LE SFACE; 1,050 S.F. CROSS FLOOR ARE, 11050 S.F. HAF517AE3LE Si�AC.E; 1,050 S.F. CROSS FLOOR AREA SCALE: v4" - I'-o" Q Ld v Q +� Y/ C I..I— Z) ' �/O�� 0 . 0 0 � Lo 14- o U I m -t O O � N EXIST. RIDGE_HEIGHT O ------ --------------------- Q m O R pLpN FX�S 14 ft P�- T R.R• p p�AN � U � z m FIRST FLOOR �✓ Q LIVING ROOM x KITCHEN O _ m � in II EXIST. FIRST FLOOR ELEV. +22.5' EXISTING F.J. PER PLAN uo Q • r—� EXIST. AVG. GRADE GRADE V J ELEV. +20.0' BASEMENT MECH. ROOM STORAGE EXIST. 2'7"WXI`7"H HOP. i SECTION A-A/A-201 SCALE: 1/4" = 1'-0" z w O V ti.i H a 0 EXIST. P.T. BM. AS NO PROJECT: NOTED ON PLANS FIRST FLOOR HUG AS-BUILT NEW SIMP50N 0ALV. COIL STRAP TIE, HILTI SCREW INTO - EXIST. P.T. DECK 1.1015T5 FOOTING;NAIL TO 61RDER 1!1 PER PLAN;NEW 51MPSON ORDE 1285 ALBO DRIVE LAUREL, NY 11948 d ° WINDOW WELL DRAWING TITLE: EXIST. GRADE BASEMENT - BUILDING SECTIONS EXIST. V'0 '5ONOTUSE' ° d BUILDING DETAILS FILLED a SOLID w/P. GONG. (MIN.4,000 P51) e d a PAGE: _ d A-201m00 o ° d a n d o C d ° d d ° d ° DATE: 10/29/25 4 0 F 5 EXTERIOR N00r7) 17 GfG 17)ETA I 2 EORE:SS N I NrI )ON NELL 1�)ETA I L A-201.00 SCALE: 5/4" = I'-O" A-201.00 SCALE: 1/2" = 1'-0" Q Ld J p Q +� L0 �N/• C 11 1 '_ 0 w � • o 0 L Z a. •v N >, � 0U I m 4-1_c 0 , ++ In N 0 -�' c O . v . . < a- m0 U 4) m -4­1 + U � Q - 4" FRESH AIR VENT JIL THROUGH ROOF I I I I /r U I Q I Q I k I d I I I I I EGEND EXIST. RELOCATED FULL BATH KITCHEN HOT WATER 2 ---_-- EXIST. RELOOGATED ----- SUPPLY FULL BATH KI'TGHEN o �-i- ---I I O GOLD WATER 2 1 I 2"1 12 � � p� SUPPLY U- LL I I I I 5" GLEAN OUT 21I I I 5 EXIST. F.A.I. TO OtT! W j I REMAIN z I Iv IL 1411 I i_ � TNB I I I J '� TUB - .-..-..L.._..-..-..1..-..-...- .-.. I I I FUEL SUPPLY OAS SUPPLY I EXIST. WATER I EXIST. MEGH, 2 1 j SUPPLY SYSTEM I I ROOM to TO STREET E' G.O. 4 I I [HATER MAIN wEXIST. 4 HOUSE EXISTING IEXIST. MEGH. I OILLAUNDRY MAIN DRAIN G.O. H LAUNDRY i i ROOM F TANiG U r.._.._.._. _.._..� o U 1 I. w 4 4 TO SEPTIC m 5Y5TEM N N X EXIST. EXIST. WASHER w BOILER BOILER H WASHER Q - 0 PROJECT: HUG AS-BUILT FLUM51 NC RISER - C:)RA I N / NASTE / VENT FLUM51 NC R 15ER - SUFFL`r CAS RISER - SUPPLY' SCALE: NT5 SCALE: NT5 SCALE: NT5 1285 ALBO DRIVE LAUREL, NY 11948 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101000 DATE: 10/29/25 5 OF 5 n, n, x' Ll O Lv '/ Ld 7 /� 0� 0T �00 M • AS-BUILT OOND I TI ONS 10.10.2024 °' O PROJECT LOCATION &SCOPE • OBTAIN OERTI F 1 C A7E OF OOOUFANO`I' C� MOD I I ED o -D SITE PLAN & ZONING DATA BEDROOM, L I V I NO ROOM I$ EX I STI NO DEOK N }' of 0� �T � T GENERAL NOTES r s -' - o � Z �t _ _ N - Q •QQ BASEMENT DEMOLITION PLAN 5 w f Pn / t ` O V I CD PROJECT / ZONING DATA F -% '; - i O O m ;� TAX MAP # 1000-126-3-14 -� FIRST FLOOR DEMOLITION PLAN , f ;; _c O O ` % c v ZONING DISTRICT R-40 NO - a''n°"lan i Q O m O _ - O2 ,QQ EXISTING BASEMENT PLAN = LOT AREA 0.3 ACRES -� 0 �Oj''� EXISTING FIRST FLOOR PLAN GofO - PRIVATE ONE FAMILY NO. Z7457 ; DEC. 50, Ig76 DWELLING SUBJECT PROPERTY Gof0 - PRIVATE ACCESSORY NO. Z8025 ; / FLAG STORAGE BUILDING Nov' 2a Ig77 / � ' #� m •-2O ,QQ BUILDING SECTION , - ;' -I-j 'LAND DELINEATED BY / FEMA FLOOD ZONE X 4 AE (EL6) ���� - / ' I DESIGN DETAILS f - _. _7777\� SHAWN MF . BARRON ��2 / ' j ENVIRONMENTAL 't 5 ; WETLANDS DISTRICT NO. 101788A; APRIL 14, 2025 Oq/05/2024 �� / ' #F�A`G / FLAG r r r j ( Twl DEC, DISTRICT NJ #3 I {�- Q ,QQ PLUMBING RISER DIAGRAMS / ' GAS RISER DIAGRAM V;10,r,:,lr�•,.,vh SUFFOLK COUNTY HD APPROVAL 650-102 5 BED. 1 , FLAG FLOOR AREAS PER SOUTHOLD 'TOWN CODE 280-4: / .; • EXISTING EXISTING r U HABITABLE GROSS _ h... �...._. ...-,.. .... . s...�..,... .. SPADE AREA / , - - LOOATI ON 'MAF BASEMENT AREA O 5.F. 1,050 S.F. FLAG � - ' I SCALE: NTS #I FIRST FLOOR AREA 1,050 S.F. 1,050 S.F. Z 1 ' ' MOTES 4 5PE01 F I OATI ONS CARPENTRY FOUNDATION,CONCRETE,AND MASONRY -� I.ALL LUMBER 5HALL BE DOUGLAS FIR LARCH#2 d BETTER(Fb = 815) UNLESS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER APPLIES To THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE ' / I cn TOGETHER AT ALL TIMES.IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. ^ \ SECOND FLOOR AREA O S.F. O S.F. ° 2.1 SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRSTSUB-CONHAND SECOND FLOORS ARE TAKEN CTOR5 IN SUCH A MANNER TO ASSURE ACCOUNTE CONDITIONS OF W � � 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABOVE SCRATCH GOAT. MAINTAIN AREA TOTALS 1,050 S.F. F2,060 S.F. 1 EXIST. e" MIN. FOUNDATION EXPOSURE. � GENERAL 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL 1 Q I 1 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IO Q S XS APPLICABLE BUI LDIN6 DEPARTMENT. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 PROVIDE SILL SEAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"x6",UNLESS (1) 2"xb" g `-'OIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT.,U.O.N. LOT COVERAGE rn SHED FRAME ( 2. ALL CONSTRUcCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. � 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLESS ALL DIMENSIONSi,CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 6A6E METAL JOISTS HANOER5 BY "TECO" OR OTHERWISE NOTED SOUTHOLD TOWN CODE 280-1245 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. - - - 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL CODES \� % LOT AND AUTHORITIES HAVING JURISDICTION. S. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS DESCRIPTION (FOOTPRINT) AREA COVERAGE UNTIL FLOORS,ROOFS,AND WALL5. UNTIL IA TIER OF FRAMING IS IN PLACE. 1 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6.DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS, TOTAL LOT AREA (LANDWARD OF OF THE OWNER/BUILDER -I. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. FLAGGED WETLAND) 12,324.0 S.F. u.o.N. 5. ANY OMISSIOMS, OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS -T, ALL BEAMS,61RDERS,ETC. TO HAVE MIN. OF 3-1/211 BEARING 8• ALL OPENIN65 FOR BEAM POCKETS,UTILITIES,ETC. TO BE FILLED EXISTING HOUSE 1030.10 S.F. S.43o / I SHALL BE GLARIIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING SOLID WITH CONCRETE. /' WITH THE WORK. 6. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. 1 / 6. No DEVIATIONS OR CHANCES To THE STRUCTURAL SYSTEM SHALL BE MADE 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. EXISTING DECK 260.�4 S.F. 2.130 /- UNLESS APPROVED BY THE ARCHITECT/ENCINEER. P, ALL HOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE To BE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 EX15TINO STOOP 66.& S.F. 0.5% / I 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS DAYS OF 4,000 P.5.1.,U.O.N. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE BEFORE THE START OF FRAMING II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH G SHED 64.0) S.F. 0.5Y 1 - - _ - _ - - V ON PA6E 6 OF 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 6ENERALLY,5HEATHING IS OF I/2" THICKNESS ON WALLS AND EXISTIN b. DRY WELLS AS 19 REQUIRED BY STATE AND LOCAL CODES. ROOF AND IS OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS I P� FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING, TOTAL AREA OF ALL STRUCTURES 1421.a S.F. II.5�O - - / / Q. DO NOT SCALLE DRAWIN65,WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE. 15.BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES- MAXIMUM LOT COVERAGE ALLOWED: 2090 I 10. OWNER/BUILDP R ER ARE RESPONSIBLE FOR,ALL INSPECTIONS,APPROVALS, II.SUB FLOORING,GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. ' / I / CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL NAILING AS PER FASTENING SCHEDULE ON PACE 6-005 AND 6LUED,U.O.N. (I) WALL TIE PER(3) SQ. FT. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 2O' %� 2I.�I II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA 12. EXTERIOR SHEATHING TO BE COVERED KITH 'TYVEK' HOUSE WRAP OR MAX. 32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN APPROVED EQUAL. ZONING REGULATIONS MAIN BUILDING EX15T. p �,0001 I PERMISSION FROM THE ARCHITECT. I5. APPLY(1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FRAME .1I 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT FROM FOOTING TO 2" ABOVE FINISH GRADE. SOUTHOLD TOWN GODS 280, ATTACHMENT 280-214B - �/ 1 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. DECK 1 RESPONSIBLE FOR DE516N INTENT ONLY. 14. PROVIDE 'X' CRO55 BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES EXCEED &-0 AND AT EVERY V-0". OF 40"F AND FALLING,UNLESS APPROVED BY ARGHIT'ECT/ENGINEER. NO EXIST. PROPOSED COMPLIES I / 2 ,�� O I.2 I 13. THE GONTT2ACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. "O CONCRETE SHALL BE PLACED ON FROZEN SURFACES. TIMES. AT THE GOOMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL 6-004 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE AL50 PACE I'T. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY � I . ARCHITECT/ENGINEER. MIN. FRONT YARD 55.01 44.-1' 44.7' YES CjHIfi� � RUBBISH,WASTE MATERIALS,TOOLS,ETC.,GLEAN 6LA55 AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 W BROOM GLEAN. 0. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND � NECESSARY. N WHERE EVER APPLICABLE. F- W I 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL Z MIN. SIDE YARD 10.0' 11.2' 11.2' YES 1'I. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-003. w N I LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES ILA 19.UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A MIN. COMBINED IL AND ORDINANCES. MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. 25.0' 26.6' 26.6' YES ('.� Q��i9 z 0 It.AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. SIDE YARDS 1.�N ��,U'0�O m 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB PROVIDE TWO#4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 0 CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. V �¢ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A I6' SPAN. MIN. REAR YARD 55, qS.I' qS.I' YES V"" ~ I COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS,EXIST.FOUNDATIONS ARE TO BE VERIFIED 1 X � Y_ -V let. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILIN6 AND 5TRAPPIN6 I AS PER PACE 6-003. AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" � W - '� I I7.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP d 3'-O" BELOW GRADE. IY ARCHIT'ECT/ENGIINEER,AND THEIR AGENTS AND EMPLOYEES FROM AND LL AGAINST ALL CLAIMS,DAMA6E5, LOSSES AND EXPENSES, INCLUDING 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN SOUTHOLD TOWN GORE 280-201 (A)(1) Z ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/AWPA 022,WHERE DRILLING AND/OR GUTTING OCCURS,FIELD GYPSUM WALL BOARD _ _ I THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LOSS OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I. GYPSUM WA1..L BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT F- O IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING,DIPPING,OR 50AKIN6 UNTIL THE WOOD COMPOUND METHOD. Q LOT 51ZE / AREA IN 5,024.4 ALLOWABLE TOTAL ABSORBS NO MORE.ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 10,000.0 S.F. v INJURY TO OR DIESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK EXGES5 OF 10,000 S.F. S.F. GFA GFA ITSELF INCLUDINGS THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALL5 AND GEILIN6,UNLESS WHOLE OR IN PArRT BY ANY NEOLIOENT ACT OR OM155ION OF THE MANUFACTURER SUCH AS: HAN&ER5,NAILS,SCREWS,FLA5HIN6,ANCHOR BOLTS, OTHERWISE NOTED. WATER RESISTANT(W.R) AT BATHROOMS AND WHERE (b) LOTS CONTAINING UP TO 3350 S.F. c ' �j•21� CONTRACTOR,ALNY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, DEEMED APPLICABLE. PROJECT: 20,000 S.F. MAX. ��✓.q I ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ALLOWABLE S.F. / PLUS BE LIABLE RECA'aRDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 3. 5/8",ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS i PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET H U G L12.5% OF EXGE55 LOT 2,100.0 S.F. 378.1 S.F. 2,478.1 5.F. 1,030 S.F. , A. WEYERHAEU5ER TRU5 JOIST 2.OE MICROLLAM LVL IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING AREA OVER 10,000 S.F. ' 15. ALL MATERIALS,ASSEMBLIES,AND METHOD OF CONSTRUCTION INCLUDING B. 6E0R61A PACIFIC, 2.OE 6-P LAM LVL EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ' I O BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILING,PLACING PSL(PARALLEL STRAND LUMBER) DENOTES: CONCRETE PANELS OF 5/8" THIGKNE55 MINIMUM. AS-BUILT 1 - OF CONCRETE,ETC.ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. WEYERHAEU5ER TRU5 J015T 2.2E PARALLAM PSL EXITING m TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEC.'a 4. FINISH JOINTS,J-BEAD5,NAIL DIMPLES,CORNERS, AND EPOE5 SHALL BE GRAVEL APPLICABLE COCE5 AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS AND SPEGIFIGA717IONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. j- AUTHORIZATION(OF THE ARCHITECT/'ENSINEER. FRAMING MATERIAL STANDARDS SECTION,THE 60VERNIN6 BUILDING CODE, 1 ; DRIVEWAY I AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS GORE EVALUATION REPORT. ALL OPENINGS. 1285 ALBO DRIVE NEEDED,UNLESS OTHERWISE SPECIFIED.ALL DIMENSIONS AND CONDITIONS PERTAINING ARr TO BE FIELD VERIFIED. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL 6. FASTEN CYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. LAUREL, NY 11948 NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 61-A55 WINDOWS AND DOORS 1 I WHICH INTERFEREES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE/ I DRAWING TITLE:SPEGIFIGATION51,UNLESS NOTED OTHERWISE. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER J CLEARANCES ARE PROVIDED. 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY 5TANDARDS. 24.NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE PROJECT LOCATION & SCOPE -� MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS,AND ANY CLASS UNIT INSTALLED O 25. PLEA5E NOTTE THAT THESE PLANS ARE PROTECTED AGAINST ANY THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, SITE PLAN & ZONING DATA 1 � UNAUTHORIZED U45E UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE UNLESS OTHERWISE NOTED. COPYRIGHT PROTECTION ACT OF IggO� (AWCPA),WHICH HAS SEVERE PENALTIES. OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE ED6E OF THE STUD.NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH GENERAL WIND 'PROTECTION CONNECTION NOTES. MANUFACTURER'S SPECIFICATIONS. ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 25. FOR NEW WALLS,A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONSTRUCTION; SSTD 10-qq AND 2018 550 HIGH WIND EDITION WOOD FRAME CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE i CONSTRUCTION NOTES,AND TABLES ON PACE 6-005 d 6-004. THE FASTENING SCHEDULE ENERGY CONSERVATION CONSTRUCTION CODE. PAGE: 5177E LAYOUT NOTES: -p / I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS,FOUNDATION WALLS, SPECIFIES THE REQ'D NAILIN6 FOR THE SHEATHING (ANY NAILIN6 FLOORS,5-TUDS AND ROOF FRAMING SHALL BE PROVIDED. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING I. THIS IS AN ARCHITECT'S 5177E PLAN b IS 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR- - SUBJECT TO VERIFICATION BY A LICENSED SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. -_ 2. APPROVEP CONNECTORS,ANCHORS AND OTHER FA5TENIN6 DEVICES NOT SHEARWALL SYSTEM(INSTALL A5 PER APPLICABLE DETAILS d MANU. 5PEC.'5). G-00J. 00 SURVEYOR. THE INFORMATION INCLUDED TIN THE STANDARD BUILDING CODE,SECTION 2306 OF IBC 5HALL HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. f ,REPRESENTED ON THI5 51TE PLAN 15 TO THE 20' / / BE USED INI ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE �L SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS, ARGHITEGT5 BEST OF KNOWLED.�E. 26. COLUMN BEARING AS FOLLOWS: cvt 3. METAL PLATES,CONNECTORS,SCREWS,BOLTS AND NAILS EXPOSED WOOD P05TINC TO BE BLOCKED 50LID TO FOUND.WALL w/END GRAIN, ` a DIRECTLY•TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 8. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 CNJ 2. SURVEY INFORMATION WAS OBTAINED Q AREAS 5HALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SHOULD BE CUARANT'EED BY THE MANUFACTURER FOR A PERIOD OF 5 YEAR A. FROM A SURVEY DATED JANUARY` 27, 2025 WALL w/STEEL SHIMS d A MIN. 5/4 OF NON-SHRINK GROUT. ANC AND PREPARED BY: � 4. WHERE WINIDOWS AND DOORS INTERRUPT W SECURE w/(2) I/2" 4 HOR BOLTS(4" LONG EXPANSION BOLTS®OOD STRUCTURAL PANEL Q. ALL WINDOW5 TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH1.T_ I EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEWFOUND. WALLS). FOR ANY '� DATE: 04/06/26 1 OF 5 SHEATHIN6i AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE ANOTHER WINDOW POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCIN6 (® MIN. 16" MANUFACTURER, IT IS THE RESPONSIBILITY OF THE >- MIGHAEL K. WICKS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MAT{�{{,, �s WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). J -� LAND SURVEYING AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE HOWEVER,WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DES16N PRESSURE 15 FROWEIN ROAD 5. RIDGE 5TR1AP5 SHALL BE ATTACHED TO EACH PAIR OF OPPO51N6 IN A SHEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EORE55 CENTER MORICHES, N.Y. 1Iq_54 I �I o e to so 4O DO RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, ...I SITE J... I `� REQUIREMENTS. TELEPHONE: (631) 874 OI86 LOCATED I1N UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF U.O.N.WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8" LONG • , eRAP"Ic&-Al W '15' RAFTERS. w/6" RISE d w/(2) /a"Q BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE u 1 n SET 6" DIST.,U.O.N. -ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. TEMPERED CLASS. 5GALE: I = 15 -O 6. UPLIFT COMNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 11. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. NOTE: 16" WITHIN-W OF EXTERIOR CORNERS. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE 1, FLOOD MAP DATA FROM FEMA MISSILE TEST OF ASTM EIg016 AND A5TM E1556 AS MODIFIED BY 2020 NYS BG MAP#:36103G0481H 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SECTION 501.2.1.2.1. 6ARACE DOOR GLAZED OPENING PROTECTION SHALL MEET MAP DATE: q/25/200q TO THE FOLUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR OF I" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE AN51/DA5MA 115. FLOOD ZONE X d AE (EL(b) PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1" IN CONCRETE/MASONRY 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 2. SURFACE WATERS OR WETLAND5 ARE FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN V SHALL LOCATED WITHIN 500' OF THE PROPERTY. AND AT 5P'ACIN6 NOT EXCEEDING 4' ON CENTER. BE PERMITTED AS 6LAZINC PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING 5URROUNDIN6 THE OPENING. PANELS SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS - ELEVATIONS REFERENCE NAVD 88 DATUM. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ON THE BUILDING. _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.S. 5TL. Lw EXISTING TO REMAIN WHEN APPLICABLE) J p NEW FOUNDATION WALL NEW WOAD FRAME (L.C7. 5TL. WHEN APPLICABLE) ,' Q +' L() NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.S. 5TL. © POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � � O NEW 2-HR FIRE RATEDP05T FOR b" WALLS), U.O.N. N I WOOD FRAME (L.5. 5TL. O C Lo Z .4- WHEN APPLICABLE) X U N O O O m 4' c NO p .. < .— a_ :2O DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED T STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT o — OF ANY DEMOLITION OR CONSTRUCTION. U � TEMPORARY 5HORINS/DEMO SEQUENCINS NOTES: w I. INSTALL TEMP. POSTS 4 C71RDER PER DEMOLITION PLAN 4 PER DETAILS. 2.REMOVE EXIST. GIRDER. 3.INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE EXIST. FLOOR JOISTS TO NEW GIRDER. 4.REMOVE TEMP. POSTS 4 GIRDERS. WIDENING AT PROPOSED I EXIST. STOOP FOUND. GLIDING DOORS I I EXIST. STOOP o — i TO BE DEMOLISHED I TO BE DEMOLISHED I I vJ I I I• I II I I I I U ---- - - --- — ----------- EXIST. WINDOWEXIST. WINDOW TO BE REMOVED EXIST. DOOR TO BE REMOVED I I I I PROVIDE OPENING i ® NEW DOOR E EXIXI5T. STOOP FOUND. INS u_ TO BE DEMOLISHED ROOM I TO BE REMOVED Q I _ EXIST. DOOR EkQ5T. STOOP —TO BE REMOVED TO BE WEMOLI5HED �\ EXIST. WALL(5) TO BE DEMOLISHED I I 0 I I -- L_L__ L -- �I F CHIM. I I EXIST, LIVINS 1 EXIST. ROOM KITCHEN u y J/ o I EXIST. WINDOW I III� � 11 I ALL EXISTING CABINETS, TO BE REMOVED I PLUMBING FIXTURES 4 —J APPLIANCES TO BE REMOVED PORTION OF EXIST. EXIST. O L- - j TO BE DEMOLISHED WALL BA5EMENT EXIST. WINDOW -UNFINISHED- I Q: `i%l TO BE REMOVED I -UNHEATED- ------ REF. I II I Ve> GLO. Li HCF+T.I EXIST. II I LENGTHEN OPENING ` AT PROP. E&RE55 WINDOW H — Z W EXIST. IO) RI ® " O 10 R ® 8" EXIST. g UP (ci Tr ® rl Tr ® q" DOWN O U EXIST. BEDROOM 5 EXIST• ell S.F. ® . HALLWAY O EXIST. BATHROOM TO BE DEMOLISHED W a 0 EXIST, BATHROOM PROJECT: Ilr �EXIST.i `\ J PWDR. EXIST. H U G RM AS-BUILT a 1285 ALBO DRIVE o r EXIST. LAUREL, NY 11948 BEDROOM I f EXIST. w N 123 S.F. BEDROOM 2 DRAWING TITLE: EXIST. EXIST. cam. PROPOSED DEMOLITION PLANS PAGE: A-10 Jm00 DATE: 04/06/26 2 OF 5 PROPOSED BA5EMEN7 17EMOL I TI ON PLAN FROPOSE17 FIRST FLOOR 17EMOL 1 TI ON PLAN SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-a" i Z-` - - , GENERAL �- Q NEW PARTIAL HEIGHT O EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Lij WHEN APPLICABLE) J EXISTING TO REMAIN __ NEW WOOD FRAME (L.G. �T NEW FOUNDATION WALL w 5TL. WHEN APPLICABLE) - Q C Lo NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL O 1- o'^ w W WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O w 0 POST FOR 6" WALLS), U.O.N. N O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. .0 Z WHEN APPLICABLE) C N >, o u I c � co 0 0 m t FLOOR PLAN NOTES +' N O EORE55 W L:INDOW HELL n , C Q � � M0 O PROVIDE NEW ECRE55 WINDOW WELL B COVER BY W I'-i" 6'-6" b'-6" 6'-6" I'-I" "ROCKWELL;42 SERIES" 42"W.X 48"H.(VIF) OR EQUIVALENT. INSTALL AS PER MAN. SPECS. 21'8 WINDOW NOTE: O I. ALL NEW WINDOWS k DOORS SHALL BE ANDERSEiq CASEMENT, DOUBLE-HUNG, OR. 6LIDIN6 (AS NOTED,). INSTALL AS PER MANU. SPEC.'S. - 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PRCJPOSED; p SEE DESI6NATION5 b WINDOW SCHEDULE. V 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS — — — — — — — — — — — — AND DOOR5" ON PAGE 6-002. rn 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARH HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH — — — — — — — — — z �J b.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: � _ NEW 3)2"xb" 6.1. FOR ALL 5KYLI&HT5 $ OPERABLE PANELS5 OF - DROPPED E 5WIN61N6, SLIDING, $ BIFOLD DOORS N ® • — 6.2. WITHIN 15" OF F.F. w 6.3. WITHIN 24" OF A DOOR Q v b.4. WITHIN STAIRWAYS d WITHIN 36" OF A LANIDIN6 - .p O NEW DROPPED BEAMS 6.5. WITHIN 7U5/5HOWER ENCLOSURES x ON 8" VIA. 5' VEEP FOOTINGS 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 r z V 'i. SEE PAGE G-005 FOR FRAMING ELEMENTS AROUIND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"xIO" HEADER U.O.N. '2' O xb" 8.WINDOW FALL PROTECTION SMALL BE PROVIDED IPER DROPPEDFRAME NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HfE16HTS o — LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN`72- ABOVE GRADE OR THE ADJACENT SURFACE AT THE Q v O BUILDING EXTERIOR. -cOv _x 0 ^ \ EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING z CODE, SECTION R3I0.2.I;THE FOLLOWING MEANS OF _ NEW ( 2'xb" _ EGRESS SHALL BE FOLLOWED: DROPPED 4'-O" NET CLEAR OPENINO........... 5.1 5.F. � NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM 5axba 5LDR 5axba 5LDR EXIST. EXIST. — - 2'7"WXI'VH HOP. 24x64 2'7"WXI'-1"H HOP. 1 p 3Qx6 IO'-I O" g EXIST. 2"xa" F.J. ® 161, O.G. inn A-A A-A A-A A-2011 I A-20I I A-201 WH EXIST. MECH.ROOM EX-1:. NEW LIVING NEW -UNFINISHED- STORAGE— 1 ROOM KITCHEN NEH -UNHEATED- RAME GHIM. FINISHED- _ GHIM. b'H GL6. -UNHEATED- tt STOOP 6HT. a- O � O II - I o a1o6ll HT.6 W MIN FROM EXIST. 1 PROPANE TANK TO E6RE55 WINDOW I TEMi'ERERESS) — REF. z EXIST. b� CASEMENT - — — cV GL �y�+ E V A-201 in 1r p� (V Q J in Q. > r I H EXIST, 10) RI ® " O 10 R ® 8" NEW x ®- 3 0 U (q) Tr ® m Q) Tr ® DOWN * N 24xba EXIST. _H z w T a BEDROOM 3 � Q EXIST• q� S.F. N, i 2 ® O HALLWAY w N EXIST. 2"x8" F.J. PROJECT: EXIST. a EXIST. BATHROOM 2¢xba H U G BASEMENT AS-BUILT -UNFINISHED- 5'-6" 3'-f0" W -UNHEATED -� NEW EXIST. 6'8" GL6. t- 2ax6a GL � = HOHT. cV tr D Q 2¢xba +6� 1285 ALBO DRIVE W Q o LAUREL, NY 11948 6n o DRAWING TITLE: �r EXIST. 1 a F.J. n xl O - o EXISTING BASEMENT PLAN xrlN ® I6 O.G. BEDROOM I w N ( - 123 S.F. Q a EXIST. o N EXISTING FIRST FLOOR PLAN BEDROOM 2 N w N EXIST. EXIST. 0) qb S.F. GL. Q a a U) OIL TANK ELECT. `fl PAGE: (V PANEL cV EXI5T. EXI5T. A-m102m00 2'7"WX3'0"H D.H. 2'1"WX3'O"H D.H. 26 DATE: 04 06 / / 3 0 F 5 24'-4" 24'-4" 0 5 10 :20 0 5 10 20 GRAPHIC SCALE GRAPHIC SCALE 1/4"=1-0"EXISTINO FOUNI�ATION PLAN E1 IN FIRST FL LAN :r SCALE: I/4 0 S.F. HA81TAE3LE SFACE; 1,050 S.F. OROSS FLOOR AREA " = i'-�o° 11050 S.F. HA51TAE3LE SFAC.E; 1,050 S.F. OROSS FLOOR AREA SCALE: I/4" = I'-o" • 4 Q CL J p V) w cq Q +J Lr) LL '_ o 0 w � 04 O O CLoZ '� 0 _ T.v N >, 0 U I CO c) cn 4 O , Lo 4-1 C Q cr-) c m o EXIST. RIDGE HEIGHT ___ —-—-—- ---- W ELEV. +55.2'-- 12 R PER p�PN �XIg7. R R14 S��gC R ATTIC U � m z m FIRST FLOOR Q LIVING ROOM / • KITCHEN EXIST. FIRST FLOOR ELEV. +22.5' EXISTING F.J. PER PLAN Q VJ EXIST. AVG. GRADE GRADE ELEV. +20.0' BASEMENT � MEGH. ROOM STORAGE EXIST. 2'7"HX I"I"H HOP. Q SECTION A-A/A-201 SCALE: 1/4" = 1'-0" z w O U Li F- Q 0 EXIST. P.T. BM. A5 FIRST FLOOR PROJECT: NOTED ON PLANS HUG AS-BUILT NEW SIMP50N CALV. COIL STRAP TIE, HILTI SCREW INTO - FOOTING;NAIL TO GIRDER 1285 ALBO DRIVE EXIST. P.T. DECK JOISTS C RADE PER PLAN;NEH SIMP50N LAUREL, NY 11948 LM DRAWING TITLE: WELL BUILDING SECTIONS EXIST. GRADE BASEMENT BUILDING DETAILS EXIST. 8"O 'SONOTME' ° ° d FILLED a 50LID H/ P. GONG. - (MIN.4,000 P51) e ° z e PAGE: ° A-201m00 d Q n ° o d ° ° n DATE: 04/06/26 4 OF 5 EXTERIOR 1 OOr0 ) 1�)F_GK DETAIL 2 F-ORESS lollNDOW NELL 1�)ETAIL A-201.00 SCALE: 5/4" = I'-O" A-201.00 SCALE: 1/2" = I'-O" " Q 0 J p w /lq Q +� Lo LL 10 �/� w (o O • O 0 Ln Z '4- 1L 0 N 0 U O 0 m O tf) 04 c C) < CLM0 L U 4� m + U 11 cn 4" FRESH AIR VENT n IIL THROUGH ROOF I_l_ I I I 0 O I I 4 I d I U I k I Q I I I EXIST. RELOCATED EOEND FULL BATH KITCHEN 2 11 ____ EXIST. RELOGA':TED { F_____� HOT WATER �__-__--_r- --T-----'- a FULL BATH KITGHE°N SUPPLY � 2111 � 2 I 12" p �.._.._. -I SUPPLY WATER OO j I 3" GLEAN OUT 12" IL I I I � I I 5 EXIST. F.A.I. TO I I Q4 I W REMAIN 4, x1 � - 1 I- I TUB j I- DW NI IN NI �ry TUB -I I -.J- C.o. I EXIST. WATER I I I FUEL SUPPLY GAS SUPPLY 2 I j SUPPLY SYSTEM I j I EXIST.ROOM MECH. N G.O. 4" j j 1 j I TO STREET EXIST. 4" HOUSE EX15TINO I EXIST. MECH. I j (WATER MAIN OIL w MAIN DRAIN G.O. LAUNDRY 1 ROOM LAUNDRY 1 �- TANK 3 j �.._.._,._. _.._. 4" Q TO SEPTIC Q IN :N x m SYSTEM m b I- I < Y b � � X EXIST. WASHER FPqA5HE]R W BOILER BOILER W Lil Q PROJECT: HUG FL.UMS I NC fiz 15 = - C7RA I N / NASTE / VENT FL.UMB I NC R 15ER - SUFFL.Y CAS RISER - SUPPLY AS-BUILT SCALE: NT5 5GALE: NT5 5GALE: NT5 1285 ALBO DRIVE LAUREL, NY 11948 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-mlo 1.0 0 0 DATE: 04/06/26 5 OF 5 n 'k i