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HomeMy WebLinkAbout51389-Z oF sooTya� Town of Southold * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46405 Date: 08/15/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 570 Country Club Dr Cutchoaue, NY 11935 SecBlock/Lot: 109.-3-2.9 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/27/2024 Pursuant to which Building Permit No. 51389 and dated: 11/18/2024 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: Additions and alterations to an existing single-family dwelling as applied for. The certificate is issued to: Mark Kleine ,Barbara Kleine Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51389 6/23/2024 PLUMBERS CERTIFICATION: Brad Piecuch 7/14/2025 NS%�\_ _--nA I L u o ' ed Signature �".0SO,yo 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#: 51389 Date: 11/18/2024 Permission is hereby granted to: Mark Kleine 570 Country Club Dr Cutchogue, NY 11935 To: Construct additions and alterations to an existing single-family dwelling as applied forto include proper egress. Premises Located at: 570 Country Club Dr, Cutchogue, NY 11935 SCTM# 109:3-2.9 Pursuant to application dated 09/27/2024 and approved by the Building Inspector. To expire on 11/18/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $289.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total $389.00 Building Inspector oF Sorr � '7C2 0 c,c t+i� # # TOWN OF SOUTHOLD BUIL ING DEPT. 631-765-1802 INSPECTFON [ } FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. . [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] -FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE..SAFETY INSPECTION [ ] FIRE'RESISTANT_CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE J - — INSPECTOR OF SO(/1�,� -- �13 � # �# .TOWN- OF SOUTHOLD BUILDING DEPT. `'outm, 631-765-1802 INSPECTION [ f FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ v'FOUNDATION 2ND [ ] INSULATION/CAULKING [ ►FRAMING/STRAPPING [ ] .FINAL [ . ] FIREPLACE.& CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ]':FIRE RESISTANT CONSTRUCTION [ ] ' FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ -] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 V Or K .fLIL ✓' cS I l O k e—r20vlJZ AV-kw w i'NV ►2 AS, �o 547ttl �aa-as DATE / INSPECTOR SOUTyolo # # _:TOWN OF SOUTHOLD BUILDING DEPT.. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR . [ kr'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ } .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V(� bl �5,uv _ ol SajA o k" INSPECTOR_.DATE ��o���o?s �O,\\pF SOUT,f°lo # TOWN OF SOUTHOLD BUILDING DEPT. o to,� 631-765-1802 S� INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] R H PLBG. [ ] FOUNDATION 2ND. [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE.&-CHIMNEY [ ] FIRE SAFETY INSPECTION [- ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR O��OF 50UTyol S�70 6o ux " � o TOWN OF SOUTHOLD BUILDING EPT. "Coutm,N 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ .]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [544] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [, ]. PRE C/O . [ ] RENTAL REMARKS: l S� Floof- bed' a "K a �� a of �4 havJ6 4fcj� d`a ec7lr�o C�rCL-j— -� �/►ZtS as DATE c95 INSPECTOR of soul # # .'TOWN OF SOUTHOLD BUILDING DEPT. coorm N 631-765-1802 INSPECTION [ .] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ] .FOUNDATION 2ND [_ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) G!CJ - ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �eVIC� LA TE o�3 o2S INSPECTOR alaF 50UlyOlo — # TOWN OF SOUTHOLD BUILDING DEPT. Mum, �� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [/ROH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: of le.A C?r4 DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS t� FOUNDATION (1ST) ----------------------------------- — — C FOUNDATION (2ND) rn z 2.tuir boa- a - hvr s, vcl�iLe • L-- y a ROUGH FRAMING& PLUMBING '/�/"oZ !/��j/l' �1�S5y�?{. �G a, �. S 50 0 I ✓ t / Y I i INSULATION PER N.Y. - STATE ENERGY CODE - {/M FINAL ADDITIONAL COMMENTS \\ +]� r���ct\• i c.(/ i�` —Pd eta- I d i .o oo rn \ rn . \ X � H O z x E� x d r� � y Town Hall Annex }:r��1►®� yr. 'Telephone(631)765.11 54375 Main Road tp y R Oa-Box 1179 Sougiold,NY!1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Building Department Town of Southold CERTIFICATION ,Date: Building Permit No..51 3 d 9 Owner: K'e i n ! (Please print) Plumbet: C'11k V'I e.GA. Cjo (Please print) I certify that the solder used in the water supply system contains less than 2/10 of i%lead. d (Plumbers Signature) ,ram Sworn to before me this clay of I CAJ 20 Notary Public, County SUSAN'A.RMO NdWY Public,State of Ne*YO* No.OI RIS183459 Cluslified in suffollc County ComrWission.Exg1res March 17,2MZr o��OF SOUj��l o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh southoldtownny.gov 4UNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mark Kleine Address: 570 Country Club Drive city:Cutchouge st: New York zip: 11935 Building Permit* 51389 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: G&S Electric Electrician: Bob Guarriell License No: ME-578 SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat.Detectors Disconnect Switches 12 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: RENO 2 BED ROOMS AND LIVING ROOM AND BATH RC Inspector Signature: Date: June 23, 2024 570 country club dr OgtlfFO14, TOWN OF SOUTHOLD—BUILDING DEPARTMENT si Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ht!ps://v,�m.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT ty. •,_��'K: For Office Use Only t o D PERMIT N0. I V ! Building Inspector: ; I S E P 2 7 2024 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 DEPT- Owner's Authorization form(Page 2)shall be completed. TOWN OF SOUTH01 Date: (� • OWNER(S)OF PROPERTY: Name: SCTM#1000- Project Address: e Phone#: y� . y� TM 4. Email: �� vl�K-•C10)(2-ftL. L01�I Mailing Address: CONTACT'PERSON. Name: Mailing Address: Phone#: ��j — �12� Email: �s(—� , �� ip— .t/dA c(,- •4PA4 DESIGN PROFESSIONAL INFORMATION; Name: Mailing A dress: R® �&K .i�-004- - I,Gp Phone#: 7j_ ��s1, �9•�vl Email: gj�n►"hTF AL•a44 CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROP SED CONSTRUCTION . ❑New Structure TrAddition eAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ l d4i odd . Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property:*,, FhMiC'y (mite Intended use of property: � Zone or use district in which premises is situated: Are there any covenants restrictions with respect to this property? ❑Yes1No 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 Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section210AS of the New York State Penal Law. Application Submitted By(print name): 1 y/4 �. Authorized Agent ❑Owner Signature of Applicant: „ Date: � .- STATE OF NEW YORK) SS: COUNTY OF � � ) being duly sworn,_ deposes and says that(s)he isthe applicant (Name of individual signing contract)above named, (S)he is the ,&ALA (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 rr, day of �. .� .20 Z"I Notary Public MARIA PRIKAS GANLEY Notary Public-State of New York PROPERTY 0WIM R AUTHORIZATION N0.01PR50olk Co Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires Oct 19,2026 I, residingat b'70 C.avinXrl� Ciwb �rlv�_ (2.1 1,4e- do hereby authorize RS 6V-") .r-A M, .MuXa 3 A<, -A� to apply on my behalf to the Town of Southold Building Department for approval as described herein. Z5 -za�� p Owner's Signature Date Print Owner's Name 2 - 1ti nth Y , O��EFQL�'Co . BUILDING DEPARTMENT- Electrical Inspecto`:r TOWN OF SOUTHOLD . _ Town Hall Annex- 54375 Main Road Pb Box'1.179 Southold New York 11971 0959' Telephone (631) 765-1802- FAX (631).765-902 ar 1 r ia mesh(c)-southoldtownny.Qov seand(c-so'utholdtownny'gov APPLICATION FOR ELECTRICAL INSPECTION E ECTRICIAN dNFORNIATION (All Information Required) Date: Company Name: zT sLcG i y �, Electrician's License No.: 7S Elec. email: 6 u Elec. Phone No: yg 61 G ,B(I request an email copy of'Certificate of Compliance ._: Elec. Address.: o �$4 oZ/6- S e' qC 4 SITE tNFOI�'M�4TION (All Information Required) _ Name: Address: S 7 0 o Cross Street: /1 CP os , Phone No.: G�/ - a -BIdg.Perrnit#: / �q email: Tax Map District: 1000;' Section: Block: o : rr SRIEF.D�ESCRIPTION OF WORK, INCLUDE'SQUARE-FOOTAGE •.Please Print Clearl t :.. SGaare Footage: p f� C€>Fcle A{{ TIna# ready for inspection?: YES�'NO Ugh In ❑Final Do you need:a Temp Certificate?: YES= NO Issued On t f A ❑ .,. 3 f Temp' ormT a�ibn: (All information required) Servtce'Size�1 Ph❑3 Ph Size: A # Meters Old Meter# SemcdElfire Reconnect[]Flood ReconnectQService ReconnectQUnderground[]Overhead r Underground Laterals: 1 2 H Frame Pole Work done on,Service? Y N Ad"06nal=i'ra`fom ation: t �. a Y 47 1 1 Ell ly la ma rr7 PAXIV{ENT DUE WITH A�PPLtCAT{QN f 15� ,1AN 3 2025 F.�.: •�� ��}.� � I k L, I A � CAL&I/L 46d N/F MUZINIC ry,2 0.9w *5420,, F Q.9'S sc / LOT 31 00 OR 0404 SrOCk4t)E F OFR r�=o'` �NCF 266 86, LOT 32 SHED AT C 01`Sh FILTER d FIRE } 0 PIT Fb A. LOT 26 A/ lqls af 44.7' / MAS / gYJ r PATIO, $FR j PERGOLA � r 'I� /EGRESS 20• II II AC's GATE 20 k. a ea 2 STY s�s� �h O eo, � FR RES ea c� Qo ^ #570 320, 79.24' R/o ?r. FR DECK 4.1' $2?3 4 cV $S7, A` M RIO FR DECK P � o z 00, 11 40 BELGIAN O BLOCK-_ — - MAS CURBS J EDGE ApRoN Co S 54050'30"W R=300,00, OF 35.74' p �Roaoo CQUN c��B p `\136 8s FMB"T goo°0o �• rRy 90 QJ�, RIVE LOT 26 ON °o COUNTRY CLUB ESTATES R=25.00' SITUATE AT CUTCHOGUE ��'= 0 A�q'FL L=41.30' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW.YORK FILED: OCTOBER 17, 1978, FILE#6736 CERTIFIED TO: MARK KLEINE BARBARA KLEINE. FIDELITY NATIONAL TITLE INSURANCE COMPANY OCOPYRIGHT 2024 WARD BROOKS_ALL RIGHTS RESERVED.DUPUCATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS- CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. SCALE 1"=40' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209-2 OF THE NEW YORK STATE EDUCATION LAW. SCTM 1000-109.00-03.00-002.009 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. SURVEYED:JANUARY 5,2024 LAND SURVEY LONG ISLAND.COM WARD BROOKS 'LAND SURVEYOR 11 OCEAN AVENUE BLUE POINT, NY. 11715 (631) 576-7794 (631) 363-3179 WARDBROOKSO@G,MAIL.COM FILE#11487 Roo GENERAL CONSTRUCTION NOTES, GENERAL FRAMING NOTES" MISCELLANEOUS CONSTRUCTION NOTES" GENERAL INTERIOR EXTERIOR STAIR NOTES I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, o. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAM5 AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3/" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLA5-FIR 02 (NORTH) WITH AN E- 1,600,000 P51 AND FB-875 P51 OR BETTER. 5HINGLE5 WHEN REQUIRED. ACCORDANCE WITH R311, R301.3, RBOIA, R301.5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL 5UPERCEDE THE DRAWINGS c. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF I%" FOR WOOD OF NEW YORK STATE. ALL R15ER5 ARE CL05E UNLESS NOTED OTHERWISE. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. MINIMUM HEADROOM AT STAIRS IS 6'-8"AND SPECIFICATIONS WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING SHINGLES WHEN REQUIRED. AS PER R314.3. BUILDING DEPARTMENT NOTES - d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 79,," 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH ( NOSING] - 10" FOREST AND PAPER ASSOCIATION (AFdAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.5.C. MINIMUM NOSING PROJECTION ON - a�" MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - QV CODE NOTES: SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - 9/16" 3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES" 4, ALL PLYWOOD SHALL BE EXTERIOR GRADE (GDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST 4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS I, PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD O THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES: REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS I, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND � ) PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK, v WHERE POSSIBLE. VERTICAL SURFACES. GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, M HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R512 AND R301.5 C> NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AMC) REQUIREMENTS 5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL DESIGN CRITERIA: Z HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS ^ " CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. SPECIFICATIONS. LIVE LOAD 40 PSF: PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING 2. Q 6. PROVIDE SOLID BLOCKING OR IX3 GROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: �.., G. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF B'-O" O.G. WHICH EVER IS LESS. 4• PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS DR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED ROOF SNOW LOAD 25 PSF: E--1 U BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM. OTHERWISE. WIND LOAD 130 MPH � z � 7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLESS 5, PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR L3a 'u V CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES: ~ C7 WORK. SQUARE FOOTAGES: m o B. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL GENERAL WALL BOARD NOTES" 1. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, CONCENTRATED LOAD5 AS REQUIRED. o. ONE IN EACH SLEEPING ROOM, � a HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I• PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE ¢ a/ q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND " MOISTURE RESISTANT VICINITY OF THE BEDROOMS. q CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8. ALL MATERIALS AND PRODUCTS, SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING NEW FIRST FLOOR : 78 S.F. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL 00 THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. u FOUNDATION N MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE, 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE t- MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ADJACENT LEVELS A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE %" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS , ' \ Q � AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS v Q� M 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE NOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL �-+ LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. ZONING CLASSIFICATION: o OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS 3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD a SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT M ZONE - R40 • PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE b-LI II. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, 11. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(1) OF 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 5• PROVIDE ONE LAYER OF 5/8' APPROVED FIRE RATED GYPSUM WALL BOARD B. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE 12. ALL FRAMING X OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFIN15WED AND OPEN DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. M TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH BASEMENTS CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY . ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE 4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS 4 ' SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE 13. ALL DECK JOISTS SHALL BE ACQ AT 16" O.G. AS PER PLAN. GENERAL GARAGE NOTES= DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; w THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. LIST OF DRAWINGS � GENERAL EXCAVATION * BACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF 5HINGLE5 WITH $330 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A % HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM I. EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16' O.G. WITH AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES - /� 1 EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION, SHEET 1 GENERAL NOTES UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEENL-�THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. AND NON-SHRINKING 501L CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. O THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES: SHEET A2 FOUNDATION PLAN / CAPACITY OF TWO TONS PER SOUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF o. PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. ENERGY NOTES" FIRST FLOOR PLAN ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 1, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING SHEET. A3 ELEVATIONS SECTION NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START 16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHEF AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN O rTl o. PROVIDE SIDING AS F'=.R ELEVATIONS OVER 60 MIN. + ru�1J WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF WALL STUDS ACCORDING TO PLAN AT 16" O.G. //�� AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WITH GATT INSULATION PER NEW YORK STATE SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTWERW15E BE READY . SHEET AT CODE PAGE PLAN, 5/8" GYPSUM b.�,LL BOARD TAPE AND SPACKLE THREE COATS. RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND b. EXTERIOR WALLS- NOT-'_THING AND BORING, SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE SHALL NOT PROCEED WITH THI? WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS I. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. 2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE 11. BORED HOLES SIHALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE REQUIRED HEIGHT. GENERAL GLAZING NOTESs SOLE RE5POSIBILITY OF THE USER OF H15 DOCUMENTS AND HIS CONTRACTORS THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS 3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE I. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DE5IGNS AND DOCUMENTS FOR ALL WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES PREVENT DAMAGE TO THE WAL.L. NO BACK FILL SHALL BE PERMITTED WITHIN A 111. NOTCHES AND MOLES SHALL NOT OCCUR IN THE SAM CRO55 SECTION HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST 2 ASTM E TIA AND OF ASTM E YORK AND RUNLE1,S OF rT1 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x4 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED W OTHERWISE. BY EXCEPTION TO R301.2.1.2. 4. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF 1415 KNOWLEDGE, BELIEF A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET O MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE. S. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO. GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON 51TE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID P05TING AT EACH END. DRAINAGE AS PER ALL LOCAL BUILDING CODE REGUIREMENT5. g• FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR J015T ON GENERAL EMERGENCY ESCAPE 4 RESCUE NOTES: GENERAL SWIMMING POOL, HOT TUB * SPA BARRIER NOTES BOTH SIDES OF THE HEADER. I EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL GENERAL CONCRETE NOTES" In. BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE LINTELS SHALL NOT BE LESS THAN. ALL SWIMMING POOLS, HOT TUBS AND SPA5 SHALL BE PROVIDED WITH BARRIERS AS PER APPROVED AS NOTED r I. THREE 2xIO'5 FOR SPANS UP TO T-O" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED 11. THREE 2x12'5 FOR SPANS UP TO ct'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE B.P. (� A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT CV-15" ABOVE THE THE CODE REQUIRES. VV _I 2 THE LOCAL CONTRACTOR OR 'BUILDING INSPECTOR. 501L DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE q PRESSURE 15 ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TOi FEE " -vn 0 BY 2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM J. MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL o. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH =LOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE NOTIFY BUILDING DEPAIRTMENT AT UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SQUARE FEET 631-765-1802 8AM TO 4PM FOR THE I. (I)-2x6 (FLAT) FOR UP TO T-O" FOLLOWING INSPECTIONS: RED AR �T 3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS c. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24". NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CRO55 II.(2)-2x6 (FLAT) FOR UP TO 10'-7' d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" '+ FOUNDATION-TWC)REQUIRED PRD M. SECTION. THE FOOTING SHALL_ BE POURED CONCRETE, SIZE AS INDICATED ON THE M F� k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3. FOR POURED CONCRETE PLANS WITH tt5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR ROUGH-FRAMING&PLUMBING WALL GROSS SECTION. 1. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED, FASTEN OPENING SHALL BE 5.0 SQUARE FEET• INSULATION TO WALL WITH y2"O DIAMETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL A. _ t•. .: {I 4. (2)-2x6 AGO SILL PLATE OVI_R COPPER TERMITE SHIELD AND SILL SEAL. J015T TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL FINAL.-CONSTRUCTION MUST " HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SMALL BE BE COMPLETE FOR C.O. S. qs"m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m, PROVIDE GIRDER PER PLAN ON 3y2 m DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE ��� OF 33' O.G., 12' FROM EACH BOARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. all CONSTRUCTION SHALL MEET THE ��.,T�©F�� 6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO REQUIREMENTS OF THE CODES OF NEW FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. YORK STATE" NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS 7. DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON WATERPROOFING BY RUB-R-1•4ALL OR EQUAL. 8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO 95% RELATIVE DENSITY. ci, ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SMALL ELECTRICAL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 P51 AT 28-DAY TEST. IE:SPECTIOh REQUIREDEXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL_ HAVE MINIMUM ULTIMATE COMPRESSION STRENGTH OF 3,500 PSI AT 2B-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO 6.2 PERMIT SET THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL No.11 Date I Title AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE REVISIONS: CONCRETE VOLUME. MPLY UM ALL CODES Or o �b 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. tDINT��YORK STATETVVVI�t CODS Drawn By: AS R�QU' ED AND CCI !DlTlONS OFRT''f 1"f II. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI I ' Tl�q � I='~D'f�'.'"3�"".Aki Date: q/24/24 318 AND ASTM C1167 REQUIREMENTS. 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL lanTg �`I �� ' Drawing No.: CONFORMING TO THE LATEST ASTM A-615 GRADE 60, yv h 15. CONSTRUCTION JOINTS IN THE CONCRETE SMALL NOT BE PERMITTED WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK 01j)fM� tftm STATE LICENSED ENGINEER. Vvrij IA. ALL STEPPED FOOTINGS 514AILL NOT BE GREATER THAN (1) VERTICAL/ (2) HORIZONTAL. OF .4 SHEETS 1 k I o � - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - -1 0 - - - - - - - - - — I o ' SITTING Q" w c ROOM a O z � Q fx ¢ 5y2" I L 3' a" al-1 OY2" I I b I o U UP �) I I I - DESK 00 � o as M oC-4 IL UP r' X= 7'-2y2" '-•4" W I "- PWD Q 2 W ( m Dv EX. 4"O STL. COL. ON I I 30"x30"x15" THK. P.C. FTG. ly ILI' (3)tt5 RE-BAR E.W.UNDER POIINT LOAD FROM ABV. I I I � I I - m O ✓ 0 ----� I I m W.I.G. NICHE I • • x W I o z W > DIN X 1- iv ✓ W Q I I Ily _ _ o Y d E n ✓ ] I I I I I I o I EX. F.J. I - - — J�BATL-'I I� 4-O uu X EX. F.J. I (] (VERIFY) I EX. F.J. EX. F.J. EX. F.J. VERIFY = I I Q 1 (VERIFY) I NOTE: 5'_5y2" I u 10'-10}V2" S I O (VERIFY) (VERIFY) 7► \ I (VERIFY) � I � ONCE CEILING IS OPENED � 3' O" I I I W UP, NOTIFY ARCHITECT TO m I I RAIN HEAD VERIFY EXISTING CONDITIONS (VERIFY) I QJ AN ADJUST STRUCTURE - ——————- U I I PKT N x — — — — — — — — — — — — — — 1 ^ (2)_I5/4"xII-/B' L.V.L. FLUSH 1-IDR. IlI 1 j (3)-Ig/4"xll7/e" L.V. - III W IT, x �� 3'-d" I1� O I III = EXIST. WALL W ®/� ul : �WI ~� W = I I mac TO BE REMOVED C`�J �— I Nar, l� > l7 I c 3 F--� co a 1I1 " VERIFY ALL J L _ Fw I W , I \ GONDITlONS li1/„[ �f I ° UNEXCAVATED t. I 1 1 3 I I Q EXISTING I I I I I MASTER I J l7 2 P.C. "RAT SLAB W/ GXro, BASEMENT 10/10 W.W.M. ON III j COPEN TO BEDROOM III TJlxll7/" F.J.I I J ABOVE 1- COMPACTED FILL a C� I O.C. - X F.P. ,\ r W su I X EX. F.J. v EX. R. VERIFY ALL VERIFY ALL (VERIFY) 13 CV I ) I O W CONDITIONS I CONDITION5 I I m Z _ I J _ o N I I CONDITIONS VERIFY ALL tt4 REBAR-18" LONG 1-I-� TOP 4 BOTTOM A EXIST. T DRILL INTO EX. TO REMOVED FND. Q EPDXY L — — J SET MIN. OF G" lX I 1 6 ° N� l INTO FND. WALL uJ Iql-011 1' `v O l� �J r� - - � ' I � m �I I m �\ti✓A �w I W \ — - EX. EX. TW2652 ` -7'-10" EX. ROOF TO REMAIN EX I ST. 6'-0" �/iTc LEGEND EXIST. 6'—oil �C�G1. M' NOTE: TYPICAL FDN. CONST. 8"x3' P.C. FDN. WALL W/ I EXISTING WALL VERIFY ALL EXISTING CONDITIONS AND CLEARANCES (2)-tt5 RE-BARS TEB EXIST. DECK PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. (2)-2"xG" TREATED SILL FL' AS NOTED NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. SILL SEALER PROPOSED WALL 0418g,\ �Q TERMITE SHIELD S�gTEOFN- 5/B"m x 12" ANCHOR BOLTS W WALL TO SE REMOVED / 2"X2" STL. / C - - - - - � WASHER P 33" O.G. WATERPROOFING WxIG" P.C. FOOTING W/ (3)tt5 RE-BARS FIRST FLOOR PLAN FOUNDATION PLAN NEW ADDITION AREA: 78 S.F. SCALE= Y4"—I'—O" SCALE: Y4"-1'-0" 2 G.26.24 PERMIT SET I q.25.24 REVISED No. Date Title NOTE: REVISIONS: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. Drawn B NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. y' Ri"I I"I Date: g124/24 Drawing No.: OF Q- SHEETS M 0 � a O p) • r w W w � � u Q � x o ¢ � O 10 EX. EX. EX N � U w O � EXISTING ►---a a: ROOF - M TYPICAL SIDING GREY CEDAR SIDING �• •• EXISTING EX, EX. EX. EX. EX. 2 5 TO MATCH EXISTING HOUSE I-I OU S E �) EX. EX. EX. LEX O GRAWLSPAGE I REAR ELIEVAT I ON (NORTN ) I ~ SCALE: y,41'-11-011 ADDITION EXISTING CIO HOUSE�) W U Ek R, EX. G.J. r!, R, 1-011 W U EX. F.J. T.O.P. _ TYPICAL SIDING A�I('IN GREY CEDAR SIDING EX. "DR. TO REMAIN TO MATCH EXISTING HOUSE (VERIFY) I I CDR M w EXISTING ROOF - - II I � 6 � TJI 36 I11�/e" F.J. Q p AR C� 16'I IOC TYPICAL EXT. WALL CONST. EX, �5��� F�•M / O s/4" PLC I� �. SBFLR. CEDAR SHINGLES — P A i I N S-g (TO MATCH EXISTING) *1' 30tt BLDG. FELT UNDERLAYMENT AB IST, FLR, = r 5/B" EXT. PLYWD. SH EE EATHING EX. F.J. 2"xG" STUDS P 16" O.C. E E T.O.F,_ R-21 KRAFT FACED FIBERGLASS T=7TTT2I 5 21 5 FjN UNEXGAVI"'ATED _ GRADE _ gATT INSULATION EX \ S,T o41$ �pQ \ Q � 2 P.G. RAT SLAB O ZHill 11111 W/ 6X6,10/10 W.W.M. ON III - I m EX. COMPACTED FILL III m T.O.F.- EXISTING, COMPACTED FILL BASEMENT TYPICAL FDN. GONST. Wx3' P.C. FDN. WALL W/ (2)-tt5 RE-BARS T8B (2)-2"x6" TREATED SILL le AS NOTED GRAWLSPAGE SILL SEALER TERMITE SHIELD 2 q.26.24 PERMIT SET 5/e"m x 12" ANCHOR BOLTS W/ 2"X2" STL. I q•25.24 REVISED WASHER 09D 33" O.G. I No. Date Title WATERPROOFING WxIG" P.G. FOOTING W/ I REVISIONS: (3)tt5 RE-BARS Drawn By: EXIST. ADDITION L E 1=T E L EVAT I ON (NEST) RI"I I"I ADDITION SCALE: YV—I 1-0" Date: q/24/24 �,- BUILDING SECTION Drawing No.: A� SCALE: %411= 11-011 OF SHEETS l RIDGE TENSION STRAP 16" O.C. NAILING SCHEDULE BY SIMPSON STRONG TIE INSTALL 'SIMPSON 1 1/4" X 15" 20 GAUGE WITH MINIMUM ROOF LIVE LOADS (4) 8D COMMON NAILS EACH SIDE STRONG TIE" LSTA FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE 8 TIES @ EA. END Ii GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS-FORGE PER SQUARE FOOT of HORIZONTAL PROJECTION) OF HDR. FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION TRIBUTARY LOADED AREA IN SQUARE FEET ° ROOF RAFTER Cm 16" O.G. JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FOR ANY STRUCTURAL ° HEADER AS NOTED F MEMBER ° RAFTER FRAMING DOOROOR WINDOW Q RoFter to Top aIPl height TBcefnoiled) 3_8d?# ?$ per rofter ROOF SLOPE 200 o TO 201 TO OVER 600 600 AS TED t.Wall height q - 10 Ft. 4-8d?# ?$ per rofter FLAT OR RISE LESS THAN 4 INCHES PER FOOT (i 3)ROOF RIDGE Ceiling Joist to Top Plate (Toe 20 16 16-noiled) O l ' ��J L Wolf height 8 Ft. 3-8d?# ?$ per joist RISE 4 INCHES PER FOOT ii TO LESS Wall height of - 10 Ft. 4-Sd?# ?$ per joist THAN 12 INCHES PER FOOT (III) IG 14 14 Ceiling Joist to Parallel RoFter (Face-noiled) Roof Span (Ft.) RISE 12 INCHES PER FOOT (III) AND 12 20 28 36 GREATER U 12 12 12 _ O 3:12 Roof Slope @ 16' o.c. 5-16d 8-16d 11-16d 14-16d 4:12 Roof Slope @ 16" o.c. 4-16d iii 8-16d II-16d each lop RIDGE STRAP 5:12 RooF Slope @ 16" o.c. 3-16d 5-16d 7-16d q-16d each lop 7112 Roof Slope 0 I6" o.c. 3-16d 4-16d 5-16d 6-16d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS N.T.S. c1:12 Roof Slope 0 16" o.c. 3-16d 3-16d 4-16d 5-16d C7 12,12 Roof Slope 0 16" O.C. 3-16d 3-16d 3-16d 4-16d (IN POUNDS PER SQUARE FOOT) O Ceiling Joist Lops over Partitions (Face-nailed) RooF Spin (Ft.) E""1 W U 12 20 28 36 USE LIVE LOAD TYP I CAL DETA I L IV " z x 3:12 Roof Slope @ I6, EXTERIOR BALCONIES o.c. 5-W 8-16d II-16d 14-Ibd W ROOF RAFTER EXTERIOR "FADERS 4:12 RooF Slope @ I6 o.c. 4-16d 6-16d 8-16d II-16d each lop 60 H"-I 5:12 Roof Slope @ IV o.c. 3-16d 5-16d 7-16d q-Ibd each lop DECKS AO Q CJ N.T.S. 7d2 RooF Slope @ I o.c. 3-16d 4-Ibd 5-16d 6-I6d ATTICS WITHOUT STORAGE 10 0 C) q:12 Roof Slope @ 16" o.c. 3-16d 3-16d 4-16d 5-I6d F- 12:12 Roof Slope @ 16" o.c. 3-16d 3-16d 3-16d 4-16d ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 Collor Tie to RoFter (Fore-noiled) 6-8d per tie Q Blocking to RoFter (Toe-noiled) 2-8d each end SLEEPING ROOMS 30 o, Rim Board to Rafter (End-nailed) 2-I6d each end N TOP PLATE b/e"m x 12" L. x 3'-O" O.G. ANCHOR WALL FRAMING `/ N BOLTS W/ 3"x3" SQ. STL WASHER. oo (I'-O" FROM CORNERS) Top Plate to Top Plate (Face-nailed) 2-16d?! per foot Q AS PER TABLE 4 Top Plates of Intersections (Fore-noiled) 4-16d joints - each side TABLE R301.2(I) O N Stud to Stud (Foce-noiled) 2-16d 24" o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA Header to Header (Foce-noiled) I6d 16' o.c. ofong edges M""1 GROUND WIND DE51GN SUBJECT TO DAMAGE FROMSNOW M SEISMIC Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE INSTALL "SIMPSON STRONG-TIE" (MPH) EFFECTS REGION DEB15 ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY H-2.5 CLIPS P 16" O.G. W/5-8d NAILS 3-Ibd per 2x6 stud .o SIMPSON STRONG TIE MT512 4-Ibd per 2x8 stud 25 PSF 130+ NO NO I B SEVERE 3'-0" MODERATE SLIGHT TO I I/4" X 16 GAUGE STRAP W/ MPH TO HEAVY MODERATE (4) 8d COMMON NAILS ((5) 8d COMMON NAILS IN GARAGE) INTO Bottom Plate or Floor joist, Bondjoist, THE ROOF RAFTER it (4) 8d Endjoist or Blocking (Foce-noiled) 2-16d ?I ?@ per Foot COMMON NAILS (ii 8d COMMON NAILS IN GARAGE) INTO THE WALL FLOOR FRAMING STUD. Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist Bridging to Joist (Toe-noiled) 2-6d each end ' Blocking to Joist (Toe-noiled) 2-8d each end Blocking to Sill or Top Plote (Toe-noiled) 3-16d each block GLAZING PROTECTION FROM WIND—BORNE DEBRIS (S2 I"IT��12 DETAIL Ledger Strip to Beam (Face nailed) 3-16d each joist Joist on Ledger to Beam (Toe-nailed) 3-Sd per joist A4 N.T.S. Band Joist to Joist (End-noiled) 3-16d per joist NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF Bond Joist to Sill or Top PLote (Toe-noiled) 2-Ibd?I per Foot �'4&" AND A MAXIMUM SPAN OF 8'-0' FOR EVERY WINDOW. PANELS _ J SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH - ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE W • SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. O Structural Panels 8d 6" EDGE/ 0 FIELD Diogonol Board Sheathing ° . • 1'xb' or I"x8" 2-Sd each end FASTENER TYPE FASTENER SPACING ° I"X10" or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN T/•� :. - - - v1 o ..°o ;:: �o,•' CEILING SHEATHING 2 $e6 WD. SCREWS S 4' O" 4' 6' 6' B' INSTALL "SIMPSON STRONG-TIE" k+ o I"IST STRAPS C) 16" O.C. °::: . Gypsum Wallboard 5d coolers 7" edge / 10" field SECURE WITH 26- IOd NAILS o e' WALL SHEATHING 2Yz" US WD. SCREWS W 16" 12" see Simplifi Wall 16" Structural Panels 8d Sheathing Pressure E Nailing ° Fiberboard Panels Zones this page.) " 7/16" 8d 3" edge / 6' Field M� 25/32" 8d 3" edge / 6' Field Q o —FA TENERS AS NOTED T SS WALL—TO—FND. CONNECTIONS Gypsum Wallboard 5d cooler 7' edge . 10" field IN SCHEDULE ABOVE �1) Hardboard Sd (see Simplified Wall l� / N.T.S. Particleboard Panels 5d Sheathing Pressure Nailing f-�(Q Zones this page.) .) WINDOW PLYWOOD AS NOTED Diagonal Board Sheathing GLASS 01 I"xb' Or I"x8" 2-8d per support 2'X4• BRACE F LARGER SPANK I"x10" or wider 3-1 per support FLOOR SHEATHING WINDOW 4[ z SIMPLIFIED WALL SI-IEATI-ZING Structural Panels SILL Q PRESSURE +£ NAILING ZONES I" or less ed 6" edge / 12" field Ill 4 greater thou I" IOd 6' edge / 6" field W :o U In�In Diagonal Board Sheathing ° U1 I'xb' or 1"x8' 2-1 per support u IN10" Or wider 3-8d per support PLYWOOD STORM PANEL "SHUTTER" DETAIL r I 1 O o ?! Nailing req�irments are based on wall sheathing nailed 6" on-center of the panel edge. If wall sheathin *•� Flay' Ir-+T-i' 0. is nailed 31I an-center at the panel edge to obtain higher shear capacities, nailing recivirments for 1 structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to o maintain the load path. ?@ When wall sheathing is continuous over connected members, the tabulated number of nails shall be ° 5O permitted to be reduced to 1-16d nail per foot, NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN MST A3G D ETA I L FOREST AND PAPER ASSOCIATION (AF It PA) WOOD FRAME CONSTRUCTION MANUAL x X 15 51 A4 N.T.S. O O FOR ONE AND TWO FAMILY DWELLINGS, 19"1 SBC HIGH WIND EDITION, SECTION 2. 4, a' WALL SHEATHING NAILING SCHEDULE ED ARCh'i .. .. ZONE 5 ZONE 6 �P�D M. ��TO INSTALL SIMPSON STRONG-TIE H-6 TIES CD 16" O.C. 1^1/8-8d NAILS 1-46 0 FIELD A" O.C. 8" O.G. s• V.T.R. (o INSTALL "SII"IPSON STRONG-TIE" ROOF EDGE H LTP4 ANCHORS @ W/16" O.G. 3" O•G. 4" O.G. •I 1 s� a6 P 12- 8d NAILS 041 I � �T ' ALL Y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED i FOF N '0 WITH Gd COMMON NAILS- 2" x IIY2" GA. - PATTERN AS INDICATED ABOVE. o Se,"O x 12" L. x 3'-0" O.G. ANCHOR 2ND FL. BOLTS W/ 2"x2" SQ. STL WASHER. BP (I'-O" FROM CORNERS) LTP4 AS PER TABLE 3.2A 4: 3.2B r T_ �2- -T——-J 2 •1 21 r LTP4OMPONENT AND CLADDING PRESSURE ZONES AV AV NUMBERS INDIATE NAILING ZONES we R• Illj• Ig. IST FL. s• r S• ROOF SHEATHING NAILING SCHEDULE 2 G.26.24 PERMIT SET 9• No. Date Title ZONE I ZONE 2 ZONE 3 ZONE 4 BASEMENT C.O TO EXISTING REVISIONS: SANITARY SYSTEM FIELD �• x.H.C.I. Drawn By: all O.C. 12" O.C. 3" O.C. 4" O.G. S4 I=LR. —TO—I=ND. CONNECTIONS EDGE R 1"I I"I 4" O.G. A4 N.T.S. Date: ALL Yz" EXT. PLYWOOD WALL SHEATHING TO BE SECURED P L U NB I NC RISER DIAGRAM g124/24 WITH 8d COMMON NAILS- 2%" x 10k." GA. - PATTERN AS INDICATED ABOVE. NOT TO SCALE Drawing No.: NOTE: PROVIDE CGNJ_INUOUS LOAD PATH FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL FRii RIDGE TO FOU N DAT 1 ON. MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL CODE OF NEW YORK STATE. A4 OF SHEETS