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HomeMy WebLinkAbout49935-Z TOWN OF SOUTHOLD PP�+ 14 BUILDING DEPARTMENT TOWN CLERK'S OFFICE b' SOUTHOLD, NY ;gym 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#: 49935 Date: 10/24/2023 Permission is hereby granted to: Tusa, Jose h PO BOX 903 Mattituck NY 11952 To: legalize "as built" finished basement and to construct additions and alterations to existing single-family dwelling as applied for per Trustees approvals. Additional certification may be required. At premises located at: 800 North Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-6-38.2 Pursuant to application dated 8/14/2023 and approved by the Building Inspector. To expire on 4/24/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $497.60 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,171.20 CO-ADDITION TO DWELLING $50.00 Total: $1,718.80 Building Inspector "Gr a t" TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 " Telephone(631)765-1802 Fax(631)765-9502 ht a�:� aqA tholdtownny.Zov Date Received APPLICATION FOR BUILDING PERMIT qqq,,,�,-Office Use Only PERMIT N0. Building Inspectors A U G 1 4 2023 Applications and forms must be filled out in their entirety.Incomplete U ITDMG applications will not be accepted. Where the Applicant is not the owner,an F DEPT. Owner's`Authorization form(Page 2)shall be completed. Ofi 1 "Tl Date: OWNER(S)OF PROPERTY: Name: Joe & Noreen Tusa SCTM#1000-106-6-38.2 Project Address:800 North Drive Phone#:631-407-5102 Email:joseph.tusapc@gmail.com Mailing Address: CONTACT PERSON: Name: Pat Moore Mailing Address:51020 Main Road, Southold NY 11971 Phone#:631-765-4330 Email:pcmoore@mooreattys.com DESIGN PROFESSIONAL INFORMATION: Name: Christian A Tabet Mailing Address: 15 W Mauntauk Hwy #111, Hampton Bays NY 11946 Phone#:631-965-1837 Email: CONTRACTOR INFORMATION: Name:Huaras Home Improvement LLC Mailing Address:49 Manor Drive, Shirley, NY 11967 Phone#:631-949-5626 Email:Huarashi8@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other porch Will the lot be re-graded? ❑Yes igNo Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property: House Intended use of property: front porch Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r-40 this property? Eyes ONO 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 Section 210.45 of the New York State Penal Law. Application Submitted By(priint-n e . Patricia C Moore ®'Authorized Agent ❑Owner Signature of Applicant Date: STATE OF NEW YORK) SS: COUNTY OF ' UA)ti \<- ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is lhvylfu v (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1141"dayof Auquc,' 2023 Notary Pubic KYLEE S DEFRESE NOTARY PUBLIC-STATE OF NEW YORK FI( f" NE111,,, OWNER AU11�4f ')IZAI(C , No.01 DE6420156 Qualified in Suffolk County (Where the applicant is not the owner) My commission Expires 08-02.2025 Joe Tusa residing at 800 North Drive, Mattituck o hereby authorize Pat Moore to apply on rn eh f to t T w of old Building Department for approval as describe her n. -. ,/, O g �•- � ner's, i na ure ate' Joe Tusa Print Owner's Name 2 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10434 DATE: JULY 19, 2023 ISSUED TO: JOSEPH& NOREEN TUSH 4 1, PROPERTY ADDRESS: 800 NORTH DRIVE,MATTITUCK SCTM# 1000-106-6-38.2 AUTHORIZATION Chapter 275 of the Town Code of the Town of Southold Pursuant to the provisions of and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 12,2023 and in Al consideration of application fee in the sum of$1250.00 paid by Joseph&Noreen Tusa and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing 3818"x71'9"one-story dwelling with attached garage; to construct a 218sq.ft. front covered porch; reconstruct existing roof pitch over existing garage for storage above; and replace in place existing 36"wide steps along north side of house from I landing to grade; and as depicted on the survey prepared by Pinnacle Land Surveyors LLP, received on May 23,2023,and stamped approved on July 19,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. wit 0 WIT, 1, If"A uAk . ...... IN, 3ZI q ............ TV "til , r rig, 7",r& 'If "C') -;.r , 'A I��,( o),- NY' ,j4�0-qgl,��V, 'gg e w'- W 7,1-,�-,�,�"'�,— k". �y h 11� 10, TERMS AND CONDITIONS The Permittee Joseph &Noreen Tusa. residin at 800 North Drive Mattituck New'Fork as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1, That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3, That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6, That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. 1 X Glenn Goldsmith,President S17 Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 1� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 26, 2023 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 RE: JOSEPH & NOREEN TUSA 800 NORTH DRIVE, MATTITUCK SCTM# 1000-106-6-38.2 Dear Mrs. Moore: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, July 19, 2023 regarding the above matter: WHEREAS, Patricia Moore, Esq., on behalf of JOSEPH & NOREEN TUSA applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated May 23, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 19, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of JOSEPH & NOREEN TUSA for the existing 38'8"x71'9" one-story dwelling with attached garage; to construct a 218sq.ft. front covered porch; reconstruct existing roof pitch over existing garage for storage above; and replace in place existing 36 wide steps along north side of house from landing to grade; and as depicted on the survey prepared by Pinnacle Land Surveyors LLP, received on May 23, 2023, and stamped approved on July 19, 2023. Permit to construct and complete project will expire two years from the date the permit is signed.. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, '4f, Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith, PresidentQ� Town Hall Annex ski,Vice President ry 54375 Route 25 A. Nicholas Kru P "�. � P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples * "+ Fax(631) 765 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed When project complete, call for compliance inspection; r lad, Q mu CEO f IND v, 44016, 4 If +5''1 LANDNOW OR FORMERLY OR MATTITIJCN HOLTWNG COMPANY,IEC, e +P., " W48"40-' 5 10 tt +14 M.... - -M-.. .! .,. -tea x r, '�.�s- tea."•.. "^"r { .... -- ,row 'y sy w •. +:1 .• r — ,e, , +22:5 4-A" Lar'P' OR - - — ! 191 ✓ �" + , % `` w• "MATSO r +✓ ✓ r / // ] r eP r " -,."„#';%0..q �"`'°.' "'"^w.,. ✓'"• '#- C. s „r.3P .✓YN M1% .,,..^J^ / p r _- Ackr 1% " p� . 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ATE Tui IQ AVENUE ae�,e/se,a axlved Of Ted UY,3112 Dace Re nTOC TB�h aaRlCr sr1ooD SECTION toe BLoac oe Lor 3e.2 ,edPINNACLE LAND SURVEYORS LLP 41 55 VETERANS HIGHWAY,SUITE 1 1 631,548.9273 RONKONKOMA.NEW YORK 1 1779 WWW.PL5U.COM gSrrM fuxk%KLNI.�PNP6N+a PNatiP CERTIFIED 70. BOUNDARY & 1) LOT AREA 145,234 SQUARE FEET (TO TIE LINE). JOSEPH TUSA 8 NOREEN TUSH 2) ELEVATIONS REFER TO NAVD, 195B. � INCO ORATEII (056C3-S-14e�Y5) TOPOGRAPHIC SURVEY 3) SUBSURFACE h ENVIRONMENTAL CONDITIONS WERE NOT INVESTIGATED AS FORST AMERICAN'Elec 9NSLORANCCOMPANY PART OF THE SURVEY. MERE QModNA, Elscldces Ropield/or Systems, Inc.), aol,ry as nominee for 4) WATER BOUNDARIES DEPICTED HEREON DO NOT NECESSARILY REPRESENT THE TO BANK,M.A.its eddccoeso'dta eoa4/dPv tus��igne SITUATE LIMIT OF TITLE. 5) LOT-P'APPEARS ON THE MAP OF SHORE ACRES, FILED JANUARY 3, 1914, MATTITUCK FILE NUMBER 41. TOWN OF SOUTHOLD SUFFOLK COUNTY,NY Date gr'.nPw+Pwvumd 5P%c«,mPstn«m,amamw,P .raw».anarbuPP. ,as«Pbnm,c¢PPwa,a, '.a ,M nParrd�aPR,�nuPPP, AUGUST'14,2019 Sole P V.=30. Sheet No ;r 1of1 Project No. 190288 Fr�..na..ib�M VIEW: /04 LOT COVERAGE CALCULATIONS LOT SIZE EXISTING PROPOSED r LOT AREA 45234 SQ.FT. Number List of Drawings Revision Date �r Q U BASEMENT 1760 SQ.FT 1760 SQ,FT. A-00 Cover Page 0511012023 O SLAB ON GRADE 487 SQ.FT. 487 SQ.FT. S-00 Proposed Site Plan 0511012023 A-01 Proposed Basement Floor Plan 0511012023 s O 1ST FLOOR HEATED AREA � ?8?1 SQ.FT 1986 SQ.FT. _ 3 A-03 Proposed Roof Plan 0511012023 \~ 8h SQFT133 SF �? IST FLOOR PORCH . . Q. T. A-04 Building 0511012023 1ST FLOOR DECK 218 SQ FT A-05 P Sections _ 218 SO.FT. Proposed Elevations 0511012023 77 Lu GARAGE ".13 SQ.FT. 413 SQ.FT. A-06 Proposed Elevations 0511012023 EX-01 Existing Basement Floor Plan 0511012023 TOTAL SQ.FT.OF DWELLING 2234 SO.FT. 2399 SQ.FT. EX-02 Existing First Floor Plan 05/10/2023 � ' � EX-03 Existing Elevations w 9 0511012023 WIND SPEED CODE130 MPH NOTE: DESIGN CODES AND METHODS ARE IN COMPLIANCE WITH 2020 NYS RESIDENTIAL BUILDING CODE u-I - O M/ O - o LU N k=- W O ILI :.. ..' _ .. LU FL 14} N0 1 n�SIGN COn�S ANP U _ r ;,t - WHOP5 AFT LU 2018 IMMKIONAL 1?�51P N�lA1, C . - - . . . . �.� Ong - Axl%% PuLnING COb� 1 2020 p�51P N�"IAL CM OF NY5 o ns , _- - ON Coni _ ::��: Y,�,.;, 2020 NY5 uNl� A.M�NbM� :: N1'S �___ _..._._ . . ._---.---____.. .__---__-_-- ,. .. CD SEAL 0 p - o� NES �- z Q- '(lAN R. CJ .S= IL ,0 066262.1 R°FEsb�w _ USA RESIDENCE 800 North Drive Mattituck, NY Project En - J 9sneer z Chrisitian Tabet, il . ff ConsiultincjEncjineer Phone: 631 -267-2490 Email : FRONT �V' catabet.pe@gmail.com 800 .worth Drive over Pa - m 9e Mattitculk, MK Y° DRAWN DY; FIS DRAWING SCTM# cA d FR 15 W Montuak Hwy.#I I I SCALE: I/4° = I -0" co O awings Hampton 5ay5.NY 11946 Phone:631-965-1837 Email:femandoCcaddrawmge.net DATE 155UED: 05/10/2023 WWW.CAD1rawmg5,net GENERAL NOTES 12. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS WOOD AND CARPENTRY NOTES HVAC NOTES RESULTING FROM SELECTIVE DEMOLITION ACTIVITIES. 1 . ALL FRAMING TO BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING 1 . CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL EXISTING FIELD1. AMERICAN FOREST AND PAPER ASSOCIATION AMERICAN WOOD COUNCIL WOOD FRAME HVAC AS REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. MEASUREMENTS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S 13. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND CONSTRUCTION MANUAL 2001 5BC HIGH WIND EDITION AS WELL AS THE BUILDING CODE OF VERIFY DESIGN WITH OWNER AND ARCHITECT. PROVIDE ARCHITECT WITH MARKED N ATTENTION IMMEDIATELY. NO CHANGES OR 5UB5TITUTION5 MAY BE MADE UNLESS 6� PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION NEW YORK STATE. IF THERE ARE ANY QUESTIONS, CONCERNS, OR ISSUES REGARDING THE UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT APPROVED BY THE ARCHITECT. DO NOT SCALE DRAWINGS. DIMEN51ON5 TAKE INTENT, NOTES, FRAMING DIAGRAMS, OR DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION RUNS. � PRECEDENT OVER SCALE. OPERATIONS. PRIOR TO CONSTRUCTION. § 2. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. 2. PROVIDE CUT SHEET FOR ALL REGISTER COVERS, THERMOSTAT CONTROLS, 14. UTILITY REQUIREMENTS: LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, 2. STRUCTURE DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY NEW YORK RESIDENTIAL AND GRILLES FOR ARCHITECT REVIEW. INDICATE, SIZE, FINISH, AND PROPOSED 3. VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS. NOTIFY THE OWNER AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING BUILDING TO CODE FOR ONE AND TWO FAMILY RESIDENTIAL BUILDINGS, OR THE BUILDING CODE OF NEW LOCATION, OR ARCHITECT OF CONDITIONS DIFFERING FROM THOSE INDICATED ON THE BE SELECTIVELY DEMOLISHED. AS REQUIRED YORK STATE, FOR ALL OTHER BUILDINGS, ANY INCREASE IN LOADS DUE TO CHANGE IN D FUNCTION, CONSTRUCTION MATERIALS, ETC.SHALL HAVE WRITTEN APPROVAL FROM THE 3. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT Q DRAWINGS. ARCHITECT OR STRUCTURAL ENGINE=R PRIOR TO PROCEEDING WITH CONSTRUCTION. COMPLETION. PREVENT DUST AND CONSTRUCTION DEBRIS FROM U 15. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF ACCUMULATING IN DUCTS DURING CONSTRUCTION. 4. BEFORE SUBMITTING A PRICE PROPOSALS FOR THI5 WORK, THE CONTRACTOR CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLE5, OR OTHER 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF lL SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND BECOME DANGEROUS MATERIALS BEFORE PROCEEDING WITH SELECTIVE FLOORS, WALLS AND ROOF ACTING TOGETHER. PROVIDE ALL GUYS, BRACES, STRUTS, ETC. 4. PROVIDE DUCT INSULATION AS FOLLOWS: SUPPLY DUCTS IN UNCONDITIONED THE W Q ACQUAINTED WITH ALL GOVERNING CODES, ORDINANCES AND CONDITIONS OF DEMOLITION OPERATIONS. PERFORM NECESSARY ASBESTOS REMOVAL REQUIRED TO ACCOMMODATE ALL LVE, DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-8. RETURN DUCTS THE WORK. NO EXTRAS OR CHANGE ORDERS WILL BE ALLOWED DUE TO FAILURE TO BETWEEN THESE ELEMENTS ARE MADE. IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO Z UNCERSTAND THE CONDITIONS INVOLVED. PER CODE. R-4. SUPPLY DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-8. 5. CONTRACTOR SHALL VERIFY ROOF VENTILATION AT EAVES, OVERHANGS, 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS, SPACINGS, RETURN DUCTS IN UNCONDITIONED SPACES (EXCEPT BASEMENTS) MUST BE SOFFITS, PLATES, FRAMING BAYS, AND RIDGES, , TTP. I G. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL AND SIZES. IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24" O.C. INSULATED TO R-2. INSULATION 15 NOT REQUIRED ON RETURN DUCTS IN BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION, ON SPACING. BASEMENTS. . G. EXISTING KITCHEN TO REMAIN. EXTERIOR SURFACES AND NEW CONSTRUCTION TO ENSURE THAT NO 5. PROVIDE HOLDDOWNS AT BOTTOM CORNERS OF 5HEARWALL5 AS INDICATED ON PLANS. 5. ALL DUCT JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED "5 , WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC, 7. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS AREAS. USLY WELDED () RE THE OWNER ON ARCHITECT AT ONCE. DEMOLITION OR EXCAVATION MAY OR TAPES. DUCT TAFE 15 NOT G. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN AND LOCKING-TYPE LONGITUDINAL RJOI TSA D SEAMOS ON DUCTS OOPERATING AT 77 REVEAL CONDITIONS OTHER THAN THOSE ASSUMED R THE CONSTRUCTION 17. ERECT AND MAINTAIN DU5TPROOF PARTITIONS AND TEMPORARY STRUCTURAL NOTES. LE55 THAN 2 IN. W.G. (500 PA). DUCTS SHALL BE SUPPORTED EVERY I 0 FEET z DOCUMENTS. C IS THE T ONCE If THIS OF THE CONTRACTOR TO NOTIFY THE ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. COOLING LU OWNER OR ARCHITECT AT ONCE IF THIS OCCURS AREAS FROM FUMES AND NOISE. 7. PROVIDE ALL FLUSH FRAMED JOISTS, HEADERS, RAFTERS, AND RIDGE BEAMS WITH DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A VAPOR RETARDER. r__ 8. `F THE ARCHITECT 15 NOT EMPLOYED BY THE OWNER TO PROVIDE REGULAR PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. CONSTRUCTION PHASE SERVICE, INTERPRETATION OF THE CONTRACT DOCUMENTS G R/ 18. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, 8. PROVIDE DIAGONAL WOOD BRIDGING FOR WOOD JOISTS (ROOF AND FLOOR) AS FOLLOWS: G. PROVIDE AIR FILTERS AS REQUIRED IN THE RETURN AIR SYSTEM. SHALL BE BY THE OWNER. IN THE ABSENCE OF THE ARCHITECT, ALL QUESTIONS OR STRUCTURAL SUPPORT TO PRESERVE 5TABILITY AND PREVENT SPANS OVER 8'-0" -- ONE ROW 7. THE HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SHALL BE DIRECTED TO T-1E OWNER. MOVEMENT, SETTLEMENT, OR COLLAPSE OF BUILDING TO BE SELECTIVELY SPANS OVER 15-0" --TWO ROWS SYSTEMS. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PROJECT W VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. AND PROVIDE BALANCING REPORTS TO ARCHITECT. = 9. NO GRANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE DEMOLISHED. BRIDGING SHALL BE CROSS BRACE OF NOMINAL I X3 LUMBER OF SOLID 2X LUMBER. ARCH BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE 8. EACH DWELLING UNIT HAS AT LEAST ONE THERMOSTAT CAPABLE OF � 10. ALL INSTALLATIONS BY CONTRACTOR, UNLESS NOTED OTHERWISE (UNO). 19. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT DRAWINGS. AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE 5ET POINT OF THE SPILLAGE ON ADJACENT SURFACES AND AREAS. ' O 9. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR LARGEST ZONE. S1TEWORK NOTES 20. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES FRAMING MEMBERS IN THE FIRST TN'O BAYS OF FRAMING, SPACED A MAXIMUM OF 4'-O" O.C. 9. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT GO"TO CENTER. I- CAUSED TO ADJACENT CONSTRUCTION BY SELECTIVE DEMOLITION 10. PROVIDE APA RATED ROOF SHEATHING, EXTERIOR WALL SHEATHING, AND FLOOR 10. THE PROPER SELECTION, SIZING, INSTALLATION AND MAINTENANCE OF I . STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE. OPERATIONS. SHEATHING. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE RESIDENTIAL HVAC SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY 2. RE-GRADE DRIVE AND PARKING AREAS WITH I G" MIN. COMPACTED BED OF DRAWINGS. SAVINGS. W APPROVED BANK RUN GRAVEL 21 . RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH (s) APPROVED INTO ADJOINING CONSTRUCTION TO REMAIN IN A MANNER I 1 . PROVIDE ALL STUD BEARING WP,LLS WITH 2 CONTINUOUS TOP PLATES AND I CONTINUOUS I 1 . PERFORMANCE: 3. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. BOTTOM PLATE. TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER HEATING MODE: SYSTEM MUST BE CAPABLE OF MAINTAINING 724F WHEN Q- FOUNDATION WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. LOAD BEARING WALLS. OUTSIDE AIR IS -54F D 4. PROTECT EXISTING TREES, VEGETATION, LANDSCAPING, AND SITE 22. DISPOSAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT 12. PROVIDE A MINIMUM OF(3) STUDS AT EXTERIOR WALL CORNERS. COOLING MODE: SYSTEM MUST BE ABLE TO MAINTAIN 754 WHEN OUTSIDE O- IMPROVEMENTS NOT SCHEDULED FOR CLEARING WHICH MAY BE DAMAGED BY ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. AIR I5 1 004E CONSTRUCTION ACTIVITIES. 13. NOTCHES IN EITHER EDGE OF SUDS SHALL NOT NE LOCATED IN THE MIDDLE ONE THIRD OF . THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 12. HEAT PUMPS AND AIR CONDITIONERS, IF USED, MUST BE SIZED ACCORDING LLI 5. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. 23. DO NOT BURN DEMOLISHED MATERIALS. 25% OF THE STUD DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND TO ACCA MANUAL J AND BE INSTALLED WITHIN A HALF TON OF THAT SIZE. = THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD. NOTCHES F-- G. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY EXTENT OF 24. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND AND HOLES SHALL NOT OCCUR IN THE SAME CK055 SECTION. 13. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATING OF AT 0 CONSTRUCTION AND EITHER DISPOSE OF OR LEGALLY DEMOLITION OPERATION. LEAST 14 AND A HEATING SEASON PERFORMANCE FACTOR OF AT LEAST 8.2. TRANSPLANT AT OWNER'S DIRECTION. 14. 5TUD5 SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. Z 14. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT . •Q 7. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM, OR CONCRETE NOTES 1 5. ALL STUDS, JOIST, AND RAFTERS SHALL HAVE FULL BEARING AT PLATES. BEARING SHALL MASTIC AND FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED MODIFICATION OF EXISTING SYSTEMS. NOT BE LESS THAN 3 I/2". EQUIVALENT. I) ALL CONCRETE 51AB5,FOOTING5 AND CAISSONS SHALL DEVELOP - 8. SITE PLAN INFORMATION INCLUDING ANY TOPOGRAPHIC ELEVATIONS WERE 3,0001'51 IN 28 DAYS. 16. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR 15. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25PA SHALL I� TAKEN FROM SURVEY TI THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, SPACED A MAXIMUM OF 4'-0" O.C. BE LE55 THAN 3% OF THE CONDITIONED FLOOR AREA. (I.E. IF THE HOUSE HAS TAKEN FROM INFORMATION 2) ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRUE 1000 SQUARE FEET OF CONDITIONED SPACE, THERE SHALL BE NO MORE THAN LINES, SQUARE CORNERS AND PLUMB WALLS. 17. FOR RENOVATIONS, EXPOSE EXISTING FRAMING (IF ANY) AND NOTIFY ARCHITECT PRIOR TO 30 CFM OF DUCT LEAKAGE WHEN TESTED)TESTED AIRFLOW MUST BE WITHIN +/- 9. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION. RESTORE LAWNS AS INSTALLATION OF NEW FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT ANY 10% OF THE DESIGNED AIRFLOW . III 3) REINFORCING BARS SHALL CONFORM TO ASTM AG25 - MIN, YIELD EXISTING STRUCTURAL 5TRES5 OR MOISTURE DAMAGE. N REQUIRED. STRESS 40,K51 IG. HEATING EQUIPMENT SHALL BE (GAS/OIL) FIRED HIGH EFFICIENCY APPROVED J 18. ALL FRAMING LUMBER TO BE HEM FIR#2 OR BETTER, UNLESS NOTED OTHERWISE. NEW BY THE ARCHITECT I CONSULT WITH OWNER FOR LANDSCAPING PLAN, PROPOSED PLANTING 4) WWF SHALL BE G X G - 10/10 CONFORMING TO ASTM 185 STUDS AND PLATES TO BE SPF STUD GRADE OR BETTER.. J0I5T5 AND RAFTERS SHALL BE F-- � SELECTIONS, AND PLANTING BED FINISHES. 5TRE55 GRADED# 17. DOMESTIC HOT WATER STORAGE, IF APPLICABLE, SHALL BE INDEPENDENT 5) NO COLD JOINTS IN CONCRETE ADEQUATELY VIBRATE TO PREVENT AIR STORAGE FOR HOT WATER HEATED BY THE MAIN BOILER. I.E. 5UPER-5TOR, OR W I I . THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER POCKETS AND HONEYCOMB EFFECT. 19. PROVIDE PRESSURE TREATED FPAMING LUMBER (ACC) WHEN IN CONTACT WITH CONCRETE APPROVED EQUAL � FROM THE SITE AND ROOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF WALLS, SLABS, OR MASONRY .r " DRAINAGE AND FINAL GRADING, INCLUDING PAVEMENT AND LAWN AREAS SO THAT 18. ALL ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL .. 6) DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS CLX WATER EITHER RUNS AWAY FROM STRUCTURES NATURALLY OR 15 PIPED TO 20. ALL FASTENERS, STRAPS, AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED CONTRACTOR. 0 DAYLIGHT OR STORM DRAINAGE. GALVANIZED. VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS, STRAPS, AND r•s''. - 1 2. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS, SCRAPS HANGERS ARE SUITABLE FOR USE WTH SURROUNDING MATERIALS. USE COMPATIBLE METALS ELECTRICAL NOTES - GENERAL d , WHEN APPLICABLE. 11' DU..�T. ti.'',;� " : � 1 . LAYOUT AND MARK ALL ELECTRICAL DEVICES (LIGHT FIXTURES, .t '. FOUNDATION NOTES 2 1 . PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE. INSTALL SWITCHES, RECEPTACLES, ETC.) BEFORE SETTING ANY ELECTRICAL BOXES Q ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SILL PLATES SHALL HAVE FULL BEARING ' � 1 . FOUNDATION DESIGN 3A5ED ON SOIL BEARING CAPACITY OF 3000 PSP. IF ON THE FOUNDATION SYSTEM. OR RUNNING OF ANY WIRING. GENERAL CONTRACTOR TO SCHEDULE WALK NOT ACHIEVED DURING E(CAVATION, NOTIFY ARCHITECT PRIOR TO COMPLETING ROOF AND WALL SHEATHING SHALL BE APA GRADED CDX NOT AND REVIEW WITH OWNER, FOR OWNERS APPROVAL, BEFORE PROCEEDING. WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING CL_ WORK. INCLUDING, PHONE JACKS, DATA-CATG , T.V. HOOK-UPS, AND STEREO AND 22. MATERIALS: ALARM WIRING. Q 2. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 30001'51. EXTERIOR SIDING SHALL BE CLEAR CEDAR U.O.N. EXTERIOR TRIM BOARDS SHALL BE CLEAR CEDAR U.O.N. 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE 3. PROVIDE 5/8" ANCHOR BOLTS EMBEDDED A MINIMUM OF 7" IN POURED EXTERIOR DECKING SHALL BE IPE U.O.N. AND PROVIDE AN ACCURATE LABELED PANEL BOXES) AT COMPLETION OF LLJ CONCRETE OR A MINIMUM OF 15" IN MASONRY BLOCK. SPACING FOR ONE EXTERIOR RAILINGS SHALL BE STAINLESS STEEL CABLE U.O.N. PROJECT. ' m STORY STRUCTURES SHALL BE 72" O.G. SPACING FOR TWO STORY STRUCTURES INTERIOR WOOD TRIM SHALL BE PRIMED FINGER JOINT U.O.N. SHALL BE 3G" O.C. PROVIDE ANCHOR BOLTS WITHIN 12" OF CORNERS AND INTERIOR RAILINGS SHALL BE GLA55 U.O.N. 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK. 11 , O BOARD ENDS. COORDINATE WITH FRAMING. COMBUSTION SAFETY WOOD FLOORING SHALL BE SOLID HARD WOOD U.O.N. CONTRACTOR TO SUPPLY TEMPORARY DROP POLE FOR CONSTRUCTION, IF CLOSET SHELVING FURNITURE GRADE PLYWOOD U.O.N. NECESSARY. \I �J \I Q\I Q 4. MINIMUM FOOTING DEPTH TO BE 36" BELOW GRADE UNLESS NOTED. SEE 1 . ANY GAS APPLIANCE, OTHER THAN OVENS, LOCATED INSIDE THE I VO V��I�I V CO��� ANP V� �� 0�� n�j� LL.I DRAWINGS FOR FOOTING SIZE AND REINFORCING DETAILS. CONDITIONED SPACE MUST BE DIRECT VENT OR POWER VENTED. 4. G.F.I. CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER ' �� ' _ PLUMBING NOTES: LOCATIONS REQUIRED BY GOVERNING CODES OR AS INDICATED ON `I �i\I \I qI �i`I q) () 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. CONTACT ARCHITECT IF 2. ONE HARD-WIRED CARBON MONOXIDE (CO) DETECTOR SHALL BE ELECTRICAL PLAN. 2O II V I\I VA�OI V/ 1l� I\�� �IiI V�/ 11� CO�� 0 OTHER CONDITIONS ARE PRESENT. INSTALLED PER 1 ,000 SQ. FEET OF LIVING SPACE (MINIMUM I PER FLOOR) I . PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE UIN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE. PLUMBING SCHEDULE. 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY G. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY CODE• N51% �U �nI�1G CM INS''ALLED. 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING. INSULATE ALL COLD [j] THERMAL AND MOISTURE PROTECTION AND CIRCULATING DOMESTIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET G. TYPICAL SWITCH LOCATION P-0" FROM OPENING WHEREVER POSSIBLE, I A� \ VY 7. CEY ALL FOUNDATION WALLS TO FOOTINGS. INSULATION. TYPICAL SWITCH HEIGHTS AT 48"TO CENTER UNLESS NOTED OTHERWISE. 2020 I\�SI��I V�/ Vi CO�� O� I S I. SEE WALL SCHEDULE FOR INSULATION VALUES AND TYPES COLOR-SELECTED BY ARCHITECT TYPE LEVITON DESIGNER SERIES. VERIFY AREAS W 8. PROTECT ANY DAMP PROOFING AND INSULATION DURING BACKFILL 3. PEX PIPING 15 AN ACCEPTABLE ALTERNATE TO BE OPERATIONS. FIBER GLASS BATT INSULATION SHALL MFGD ONLYT CORNING, JOHNS DIMMED. M � NUN CM / 1M�I VV M�I V�S MANVILLE OR APPROVED EQUAL. FORMALDEHYDE FREEEE ONLY THERMAL AND 4. WASTE LINES IN WALLS BETWEEN FLOORS, AND WITHIN CEILING AND FLOOR MASONRY NOTES ACOUSTICAL INSULATION FRAMING SHALL BE CAST IRON OTH.R WASTELINES MAY BE CAST IRON OR PVC. 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 1 2" A.F.F. TO CENTER UNLESS 2020 �lY I . STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED 3. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT ALWAYS CONSIDER AND CONTROL WASTE PIPING NOISE. OTHERWISE NOTED ON THE DRAWINGS. ry 2. IN THE RATIO OF I PART CEMENT,I FART LIME PUTTY, AND G PARTS 5. VENT PIPING MAY BE FVC PAINT EXTERIOR ROOF VENT STACKS FLAT BLACK 8. THERM05TAT AND SPECIAL CONTROL DEVICES HEIGHTS AT GO"TO n 3. SAND. ALL 5TLCCO SHALL BE APPLIED TO CLEAN, M015T 4. SPRAY FOAM INSULATION (ICYNEINE) INSTALLED BY A ICYNENE INC. CERTIFIED USE NEOPRENE FLASHING COLLARS. CENTER. W s EAL 4. CONCRETE AND MASONRY SURFACES. CONTRACTOR/ INSTALLER. CONFORM TO ALL MFG. SPECIFICATIONS FOR (V INSTALLATION OF SPRAY FOAM PRODUCTS G. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER. PROVIDE 9. TELEPHONE - PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION, HOME 11J 5. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE AFFIDAVIT FROM PLUMBER CERTIFYING LEAD FREE SOLDER HAS BEEN USED IN RUN TO PHONE PANEL. (LOCATION TO BE DETERMINED WITH OWNER) FOR CCIG. RATIO BY VOLUME OF ONE FART CEMENT, THREE PARTS SAND 5. ALL FLASHING TO 24 GA. METAL GALVANIZED OR PAINTED ACCORDING TO ACCORDANCE WITH ALL LOCAL REGULATIONS. CONNECTION TO TELEPHONE COMPANY SERVICE. 7. AND 2 PARTS PEA GRAVEL. SCHEDULE GRAVEL STOPS AND BEAM CAPS TO BE 22 GA. I- 7. A. PROVIDE ALL REQUIRED ANGLE STOPS, ESCUTCHEON PLATES, RISERS, ETC. I 1 . THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING POWER AND :',•;:''•: :::-,':. .,':i..' '- :.:•:..t• : "':'::;':;•,r-,_.,:. �yi,_,'$ , =•�:;---. ;".•-::<_;:: 5 G. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL TO COMPLETE INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR ''.-<-,;,,.• - <..:.-' ''"``'' `' '` '-•'•: O 8. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS - :." ' ' LIGHTING ONLY. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE . ,,:: ",:;{.'. , :,,x , .�Wl?; ;c.:: :: SEALANTS PROVIDE PROPER SEALANTS FOR EACH APPLICATION. IF SEALANT TYPE IS TO COORDINATE WITH OWNER/ARCIIITECT FOR FINISHES AND INSTALLATION. SEE -,-' ,,. '?`t .. :'" _,_, _ :•,.j: ,' Z AND REGULATION SHALL BE BY THE CONTRACTOR. VERIFY LOCATION OF "..,arw - .r �;�r- NOT INDICATED OR OBVIOUS VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION. ::. '' 9. HORIZONTAL REINFORCING SHALL BE STANDARD DUR-O-WALL SCHEDULE FOR FIXTURE TYPE AND LOCATION. SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO INSTALLATION. t�� 10. VERTICAL REINFORCING SHALL BE ASTM SPEC A-6 1 5 L E D - +%i�;.`''t- '. :`:-.'"• .'` Q 7. PROVIDE FIRE-STOPPING AT ALL RATED PARTITIONS FLOORS AND CEILINGS. TELEPHONE, DATA, AND GABLE TV OUTLETS SHALL B ADJUSTED AS DIRECTED BY .I;.- T-:::::;. •,,:;.:':, '';:.:; " !i! :::r. PLUMBER TO VERIFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED ,-� .,• ',...,n,.;;,; xr' "'' .• _.. OWNER, BUT MUST COMPLY TO ALL CODES � � y -'�` -" °': •s"";,,,A,;- 5. i, . '.", 1 2. DECORATIVE LIGHTING FIXTURE SELECTION (NOT SHOWN ON LIGHTING 4 ::, :.: :'' ( 12. BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. FINISHES 9. PROVIDE ALL REQUIRED TRAPS, CLEANOUTS AND VENTS FOR INTENDED USE. >'` ., ` ' as. ^='"'.'• SCHEDULE) :< � Z VERIFY LOCATIONS AND CLEARANCES WITH N .',,•< ' ..,. ' ^` �` �, I H CO TRACTOR TO INSURE SHALL BE BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR. SEE ELECTRICAL ':` ) '�r, z. k Q I . SEE WALL SCHEDULE FOR GYPSUM TYPES COORDINATION OF EFFORTS WITH OTHER TRADES. ri•`':.. - ""-' "" J GENERAL STRUCTURAL NOTES DRAWINGS. 1. _• s, - �s« ,l'1 _ A :`','..-a•'':� ,.".. r rt+"j.. ryh. Yl''�" '+'t".,..F''t'`F t;r'^,`�:' rF11 ��•r,`',..5i.'..i:.Y,r'.-r':.•'•"• V 1 2. HI IMPACT GYP. BD. SHALL BE MFGD BY NATIONAL GYPSUM HI IMPACT XP 10. PROVIDE SHUT-OFF VALVES FDR BOTH HOT AND COLD WATER SUPPLIES AT w., _; -; ` - �.;:.:. :�z :s, �- I . STRUCTURE DESIGNED FOR THE MINIMUM LIVE LOADS MOLD RESISTAN N T NAL XP GYPSUM BOA D OR GEORGIA PACIFIC DENS :`.T;r: .` '_ %_ ,;' '114i "'I s: T GYF.BD. SHALL BE A 10 R ALL FIXTURES AND FITTINGS. �;.,a: 9y; ;.�k, u ',,� ;.,Y. _ REQUIRED BY NEW YORK RESIDENTIAL CODE FOR ONE AND ARMOR PLUS PAPERLESS WALLBOARD ''' ' "•: ' S:'...:,:.;,�;k;zr 5`4-� , a. ..::.. TWO FAMILY RESIDENTIAL BUILDINGS, OR THE BUILDING „:• �':�.: c.t. --. I I . PROVIDE LABELS FOR ALL PLUMBING VALVES EXCEPT UNDERCOUNTER SHUT _' c� CODE OF NEW YORK STATE, FOR ALL OTHER BUILDINGS, ANY OFF VALVES, HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES. EX, "MAIN ... •'.. ' ' L INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, 3. FIRE RESISTANT GYP BOARD SHALL BE 5/8"TYPE XP WATER SUPPLY SHUT OFF." `,•' '- :,. :. : .,` ;. 1. _t�, '• ' CONSTRUCTION MATERIALS, ETC.SHALL HAVE WRITTEN �; �`�T. `.,I.._ :.;;; I 17APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION I PROVIDE IN WN VALVES . i Q PROCEEDING WITH CONSTRUCTION. 2. PRO E DRA DO A ES FOR ALL OUTDOOR PLUMBING. ;.;`:' - v , _ 5. USE LOW VOC JOINT COMPOUND - MURCO, M-100 JOINT COMPOUND OR APPROVED EQUAL r. ` : -, • •=�'' ` ``::°` 13. PROVIDE AND COORDINATE WTH OWNER, THE LOCATION OF EXTERIOR HOSE r.,•,., 2. THE BASK STABILITY OF THE STRUCTURE I5 DEPENDENT , ,,;',.:.. . ...:.: °..,;: '•; :,..':., :::`•; ".;.ir'.: °,..•-'<,."' ' '•`;- ,; UPON THE DIAPHRAGM ACTION OF FLOORS, WALLS AND BIBS (MIN OF 2) WHETHER SHOWN ON DRAWINGS OR NOT. .. : . . . .,, • ROOF ACTING TOGETHER. PROVIDE ALL GUYS, SPACES, G. CERAMIC TILE AS SELECTED BY THE ARCHITECT STRUTS, ETC. REQUIRES TO ACCOMMODATE ALL LIVE, DEAD 7. TILE BACKING SHALL BE DENS SHIELD DO NOT USE 'GREENBOARD' FOR TILE VENTILATIONTusA f�ESI DENCE AND WIND LOADS UNTIL FINAL CONNECTIONS BETWEEN USE LOW VOC TILE ADHESIVE MANUFACTURED BY AMP, "SAFECOAT- 3 IN I" , 505TIK FINDLEY D-5 w I THESE ELEMENTS ARE MADE. PREMIUM OR D-40 DURAFLEX THIN SET 1 . EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTS A MINIMUM LLJ ' OF 50 CFM DIRECTLY TO THE OUTSIDE. THIS 15 THE MEASURED FLOW AS 800 North Drive Mattltuck, NY p- 8. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES INSTALLED, NOT THE RATED FLOW. O DEMOLITION NOTES RESILIENT FLOORING BY , SEE NOTES AND FINISH SCHEDULE C/ 2. THERE MUST BE A MECHANICAL-RESH AIR VENTILATION SYSTEM THAT BRINGS I . R.EMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT Project Engineer (L 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100% RECYCLED FIBER CONTENT THE FOLLOWING AMOUNT OF FRESH AIR INTO THE HOME WHEN INSTALLED: (7.5 INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN THE OWNER'S MFGD BY RELIANCE, LEGGETT t PLATT OR SHAW CONTRACT GROUP. CFM)(NUMBER OF BEDROOMS + I) + (.0 I CFM)(SQUARE FEET OF CONDITIONED Li_( PROPERTY. CARPET AS MFGD BE , SEE NOTES AND FINISH SCHEDULE SPACE) = �-- 2. REMOVE AND SALVAGE: ITEMS INDICATED TO BE REMOVED AND. . , 10. USE ONLY ZERO OR LOW VOC FLOORING ADHESIVES BY CHICAGO ADHESIVE PROD. CO., 3. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTER. SALVAGED REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN, AND PACK JOHN50NIE, OR SINAN CO 380 ALL PURPOSE ADHESIVE. FILTERS MUST BE ACCE551BLE FROM THE CONDITIONED SPACE Chrl5tian Tabct , P . E . - OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF _ , 1, .11 CON'TAINER5 AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. .' , � I 1 . INTERIOR PAINT SHALL BE LOW VOC LATEX BY AMP, SHERWIN WILLIAMS, BENJAMIN MOORS, 4. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18 ABOVE FINISHED GRADE '� ' _Z 3. REMOVE EXISTING PLANT MATERIALS AND EITHER DISPOSE OF OR DURON OR APPROVED EQUAL OR 12 ABOVE THE ROOF DECK. THEY MUST ALSO BE AT LEAST I 0 FROM Con5 u I t n Engneer ,. ., TRANSPLANT AT OWNER'S DIRECTION. PLUMBING VENTS, CHIMNEYS, COMBUSTION APPLIANCE VENTS, DRYER VENT /,� ,'' § • 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT. ALLOW FOR UP TO 4 TERMINATIONS, AND EXHAUST FAN -ERMINATIONS. `j 1. 4. REMOVE AND REINSTALL: REMOVE ITEMS INDICATED; CLEAN, SERVICE, DIFFERENT COLORS IN THE PROJECT BEFORE UPCHARGE5 APPLY. AND OTHERWISE PREPARE THEM FOR REUSE; STORE AND PROTECT 5. SOLID METAL, FLEXIBLE METAL, OR LINED, INSULATED FLEXIBLE DUCT MAY BE ` ' ', Q ' AGAINST DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED. 13. INTERIOR WOOD STAIN SHALL BE LOW VOC TONG OIL OR STAIN MFGD BY AMF, OSMO, USED. Phone : ` WATER-BASE URETHANE, NATURAL VEGETABLE OR NUT OILS OR BEESWAX. ALL VENTILATION DUCTS IN UNCONLJTIONED SPACES MUST BE INSULATED 631 -267-2490 '':�'i 5. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT 14. EXTERIOR PAINT SHALL BE MFGD BY AMF 5AFECOAT, BEST PAINT INC - DURACRYL,COHALAN DIFFER FROM THOSE ASSUMED ON THESE DOCUMENTS. G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING mail :'.'.' _ CO. KEIM SILICATE PAINT HVAC AS REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. E 1 1 I a I I . ,! ~ 6. E-XI5TING TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN VERIFY DESIGN WITH OWNER AND AP,CHITECT. PROVIDE ARCHITECT WITH MARKED . AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN 15. EXTERIOR STAINS BY AMP 5AFECOAT, ECO DESIGN/BIOSHIELI) PAINT CO., FUHR-ZVOC UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT :, WATERBA5E, OR NATURE5TAIN CO. RUNS. �+ ± ' � PERMITTED BY THE ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, Catabet.pe�gmal I.COm . �• PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND IG. EXTERIOR CLEAR FINISHES SHALL BE MFGD BY UNITED FILSONITE LABS -ZAR EXTERIOR 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS, THERMOSTAT CONTROLS, THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. POLYURETHANE, TIMBER UV WOOD FINISH AND GRILLES FOR ARCHITECT REVIEW. INDICATE, SIZE, FINISH, AND PROPOSED ������ r 7. E=XCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, 17. VANITY TOPS, ETC. TBS BY OWNER/INT. DESIGNER. LOCATION. G�N�f lV� NOBS SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE ' ? '"a,. 'u .:.:i.;., � OWNER'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE 8. DUCTS, PLENUMS, AND FITTINGS SHOULD BE CONSTRUCTED OF GALVANIZED A 1' , 1 Q CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH METAL, DUCT BOARD, OR FLEXIBLE DUCT. BUILDING CAVITIES MAY NOT BE USED Scale; ��� '� 1111'11 �I, , :; General Notes U FURLHER DISPOSITION AT THE CONTRACTORS OPTION. AS A DUCT OR PLENUM WITHOUT A SEALED DUCT BOARD OR METAL LINER. 111 ,:: >•. 1' , I ,... }- 9. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED; I 8. PROVIDE PHOTOGRAPHS OR VIDEOTAPE, SUFFICIENTLY DETAILED, OF :,, ` ;. : ,. <+ CD EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND 517E IMPP:OVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY DRAWN BY; FR DRAWING # = SELECTIVE DEMOLITION OPERATIONS. :,' 1, ll 0 9. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER \\., \\ CHECKED BY; FR SUBSURFACE STRUCTURAL, ELECTRICAL, OR MECHANICAL CONDITIONS. CADdrawin6j5 �' � 0 s w Montuak nwy.#I i u SCALE: 114" = 1'-0" (L 10. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA 0 NOTIFICATION REGULATIONS BEFORE STARTING SELECTIVE DEMOLITION. Hampton says,NY 837 COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES Phone: do@c.a 5-1837 Email:Fernando@caddj5.net .net DATE ISSUED: 12/05/2022 UWWW.CADdrawmgs.net HAVING JURISDICTION. I J . OWNER AND ARCHITECT ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS TO BE SELECTIVELY DEMOLISHED. COVER W/ROOF SHINGLE RAFTER TIES @ I G" O.C. MODEL'C520' CONTINUOUS RIDGE VENT COBRA RIDGE CAP MIN (1 4) 10-DNAILS 12" RIDGE VENT OR EQUAL INSTALL AS PER MANUF'S ROOF RAFTERS 5/8"GYPSUM BOARD a / INSTRUCTIONS RAFTER CONNECTOR LTWGT ARCHITECTURAL SHINGLES @ I G" O.C. o SHINGLES OVER# 15 ROOFING HORIZONTAL 51DING QRIDGE p o 1 2 RAFTER TIES @ I G" O.C. FELT OVER 112"THK(CDX.) o DBL. TOP PLATE U o o MODEL'C520' PLYWOOD ° MIN (14) 1 C-D NAILS FELT OR HOUSEWRA ° ALL JOINTS TO BE Q O o I" MIN. AIR S TAPED * SEALED Z o p 0 p 5/8 CDX PLYWOOD SHEATHING (s) ° TJI R-1 9 BATT IN5ULAT1 ROOF RAFTERS (SE NS RIDGE BOSRD OR BEAM " ° DIM N510NAL 1 G (KRAFT FACED) ' ROOF RA FOR SIZE f,SPACING) ( ) LUMBER ,.' CENTERS ---•� 2"x 6"STUDS @ 16"O. �•'„ z WHERE STUDS DO NOT ALIGN W/ RAFTERS `( W INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE 15 LE55 THAN 4112 LU RAFTER-TO-RAFTER CONNECTION TYP. @ EACH RM7ER TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS TYP. @ EACH RAFTER TYPICAL FLOOR JOISTS SPACING AND METAL TYPICAL EXTERIOR WALL CONSTRUCTION I _ i �.. MODEL'C520' 5Y 51MP5ON STRONG TIES MODEL'LT5' BY SIMPSON STRONG TIES CROSS BRACING TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING USE EVERY OTHER NAIL HOLE COMMON NAILS BOX NAILS LLQ ROOF RAFTERS IN A ROW TO PROVIDE THE RAFTER CONVECTOR COD ER OUC ND MINIMUM 12" END ROOF FRAMING TER a— SPACING FOR NAILS LENGTH �/ a° MIN (I 4) I 0 D NAILS RAFTER TO TOP PLATE (TOE-NAILED) (TABLE 3.4A) 3-8D 3-1 OD PER RAFTER MIN (14) 1 O-D NAILS EA. Ci— °° �— DBL. TOP PLATE CEILING J015T TO TOP PLATE (TOE-NAILED) (TABLE 3.4A) 3-8D 3-1 OD PER J015T °• WALL STUD / 36"-4 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (TABLE 3.9A) G-IGD 40D EACH LAP LLJ °° BASE PLATE LENGTH CEILING JOIST TO LAPS OVER PARTITIONS (FACE-NAILED) (TABLE 3.9 ) G-I GD 40D EACH LAP CLEAR 0 j SPAN COLLAR TIE TO RAFTER(FACE-NAILED) (TABLE 3.GA) 3-8D 3-1 OD PER TIE GALV. MEATL STRAP BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-1 OD EACH END QI @ 16 O.C. MODEL'C520' RIM BOARD TO RAFTER(END-NAILED) 2-1 GD 3-1 GD EACH END RIM JOIST WALL FRAMING TOP PLATE TO TOP PLATE (FACED NAILED) 2-1 GD 2-1 GD PER FOOT DBL TOP PLATE °� END TOP PLATES AT INTEK5ECTION5(FACE-NAILED) 4-1 GD 5-1 GD JOINTS EACH SIDE N LENGTH STUD TO STUD(FACE NAILED) 2-1 GD 2-1 GD 24" O.C. __j PRO EDD D1I5TANCE NIMUM 1 HEADER TO HEADER(FACE-NAILED) 16D 16D 16" O.C. ALONG EDGES 1— o° EQUAL NUMBER OF o TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 GD 2-40D PER STUD LLJ SPECIFIED NAILS o BOTTOM PLATE TO FLOOR JOIST, BANDJO15T, 2-IGD 2-40D PER FOOT CID IN EACH END ENDJOI5T, OR BLOCKING (FACE-NAILED) Q RAFTER TIE DETAILS TYP. @EACH RAFTER FLOOR FRAMING MODEL'MTS30' P BY SIMSC)N STRONG TIES CONNECTION @ I G" O.C. STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD ^7 LJ / MODEL'BP' BY SIMPSON STRONG TIES JOIST TO SILL, TOP PLATE OF GIRDER(TOE-NAILED) 4-8D 4-10D PER JOIST BRIDGING TO JOIST(TOE-NAILED) 2-8D 2-10D EACH END "SIMPSON" HDQB 2-16d COMMON BLOCKING TO J015T(TOE-NAILED) 2-81D 2-I0D EACH END "SIMPSON" PHD6 4 NAILS @ 6" o.c. BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D 4-16D EACH BLOCK p– FOR FULL LENGTH QOF STUD LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 4-16D EACH JOIST PLATES JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-1 OD PER J015T BAND JOIST TO JOIST(END-NAILED) 3-1 GD 4-1 GD PER JOIST LU BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-1 GD 3-1 GD PER FOOT CD BLOCKING @ EN DWALL O . ROOF SHEATHING ^ ' STRUCTURAL PANELS 8-D IOD 6" EDGE/12"FIELD DIAGONAL BOARD SHEATHING NOt: b�51GN COb�S ANP M��NOnS App; LU CL I"XG" OR I"X8" 2-8D 2-I0D PER SUPPORT 2018 N��NA1�ONA� ��SIb�N�A� CM I"X 10" OR WIDER 3-8D 3-IOD PER SUPPORT U. tu CEILING SHEATHING NA6 N WING CO2 HEADER 12 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" GE/10" FIELD "51MP50N" HDQB W' "SIMPSON" PHD 2020 F�51b�N% CO2 0f NY5 I NOTE: 5 WALL SHEATHING U 'I I . SHEATHING AS PART OF SHEARWALL SEGMENT (5W.5,) 2020 NY NUN COQ AMNbM�N�"5 STRUCTURAL PANELS 8D IOD G" EDGE/12"FIELD 0 WHERE NOTED ON FLOOR PLAN, 511ALL BE CONTINUOUS FIBERBOARD PANELS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT MIN (14) 10-D NAILS 7/1 G" GD -- 3" EDGEJG" FIELD JOINTS. 8d COMMON NAILS @ G"o.c. EDGE $ FIELD \\,\� ' SEAL W 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF I 25/32" 8D -- 3" EDGE/G" FIELD STRUCTURE UNLESS OTHERWISE NOTED. ? JACK STUD ry GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10" FIELD LL1 3. SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) KING STUD HARDBOARD 8D 8D 6" EDGE/I 2"FIELD ' t. DETAIL (HOLDOWN $ CONN). ; PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) \.\ GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE `+ DIAGONAL BOARD SHEATHING °'� I"XG"OR I"X8" 2-8D 3-IOD P ;. .'_:..'.- . :f• ., ,•r...pK ;.;:,w .ie •. '. 'a '_.: ;.,.,:,...:.•. Z 8 GALV. METAL TIE DOWN W/IN 32 OF CORNER OF STRUCTURE ER SUPPORT ::' �4r. . MODEL'HDQ8/PHDG' BY 51MP50N STRONG TIES I"X 10"OR WIDER 3-8D 3-1 OD PER SUPPORT Q C� ✓ ...___..___._M..._O._..D...._EL.'.H.--T-.2..2..._'._B__.Y.......S_....I_M._._P50N STRONG TIES .. _.__................................._....__........_..._..._.._............___._..._........._..._......._..._.RR905.2.5 FASTENERS. FASTENERS O ASPHALT SHINGLES SHALL BE GALVANIZED STEEL STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, _........_ ...... ...__._._ FLOORSHEATHING .•....A. •t r . - x �" '� �a,�:ass •• ', '*y:;.-•,..�:-•t MINIMUM 12 GAGE [0. 105 INCH (2.G7 mm)] `•, » . v.; r, SHANK WITH A MINIMUM 3/8-INCH (9.5 mm) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS ANDA STRUCTURAL PANELS77 w;•' n `k` ' MINIMUM OF 3/4 INCH (19.1 mm) INTO THE ROOF SHEATHING. I" OR LESS 8D IOD 6" EDGE/12"FIELD ;.:x`='" :^r' �''"''•". �,,,� �•..` WHERE THE ROOF SHEATHING 15 LESS THAN 3/4 INCH (19.1 1 mm)THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL „, `�` .,,;r.,•.,• . .; N GREATER THAN I IOD IGD 6 EDGE/6"FIELD ' ':'" • ':•: ; .,�;t.,• ,.;,,; , ,• :.•_,.,.. ,p•• �- ...:-.. COMPLY WITH ASTM F 1667. ii DIAGONAL BOARD SHEATHING ?r;' �,11';c , : r: RR905.2.G ATTACHMENT. ASPHALT 5HINGLE5 SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER. FOR NORMAL x_r,. _xfi•-0x;`'�,,, _ >x, APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE I"XG" OR I"X8" 2-8D 3-10E) PER SUPPORT A ROOF WITH NOT LE55 THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 20 1"X 10" OR WIDER 3-8D 3-10D PER SUPPORT UNITS VERTICAL IN 12 UNITS HORIZONTAL �`^ . :`,'(•;' :,,;::,;`` 't::;•_' '. ' :t ..; (20:1 2), SPECIAL METHODS OF FASTENING ARE REQUIRED. I . NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE ;''";;..:,. .:•,z�i •-... ; ;s:, . :"`-✓,•; r';.. Q EXCEPTION: ASPHALT STRIP SHINGLES SHALL HAVE A MININUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN CATEGORIES: 1 . THE BASIC WIND SPEED PER FIGURE KR301 .2(4) U HIGHER SHEAR CAPACITIES, NAILINGREQUIREMENT5FOR5TRUCTURALMEMBERSSHALLBE �.. `t;;•.:;'';: :.:. •, .;,; :.; `•..;,::;R:` ::,;s,.:::'.::;:;`; DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN 11 IS 1 10 MILES PER HOUR(1 77 km/h) OR GREATER AND THE EAVE IS 20 FEET 2. THE BASIC WIND SPEED PER FIGURE RR301 .2(4) IS 1 20 MILES PER O HOUR(1 93 km/h) OR GREATER. 3. SPECIAL WIND ZONES PER FIGURE THE LOAD PATH. RK301 .2(4) (G09G mm) OR HIGHER ABOVE GRADE. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF TU SA IBES I D E N C E NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I GD NAIL PER FOOT. LU a' 3. CORROSION RESISTANT I I GAGE ROOFING NAILS AND I G GAGE STAPLES ARE PERMITTED, CHECK 800 North Drive Mattltuck, NY OFASTENERS FOR ASPHALT ROOF SHINGLES IBC FOR ADDITIONAL REQUIREMENTS. CL_ 10 Project Engineer LL USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER DE ALLOWABLE ON I"x3"VINYL COATED WD. AIRED NG PgNF/ p p Chrl5tlan T1 . E . � (TO BE REPLACED OR REPAIRED AFTER EACH INSTALLATIOPJ) w� EXTERIOR BALCONIES 60 sf 10 sf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WIT U180 U 9• LiN�T FASTENING SCHEDULE B NO FINISHED CEILING ATTACHED TO RAFTERS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING DECKS 40 psf 10 psf / `~ (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) Con5dtin6j Engncer PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 q I"x2" WOOD SPACER / / ,. NOTATIONin A B C D E F ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITC ) 10 p5f 10 p5f FLOORS AND PLASTERED CEILINGS L/3G0 (]/ PREDRILLED FASTENING HOLES @ 9" O.C. / + A ROUGH OFNS // <[, " s 2'-0" 2 (i) 2"x4" I I I ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS U240 Phone : 631 -267-2490 :.: II = / `' '• '�°`�� _ ,�—L, (I) 2"x4" 2 2 2 2 ROOMS OTHER THAN SLEEPING ROOMS 40 p5f 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 ` "'• Fu G (2) 2"x4" or(I) 2"x6 3 3 3 3 SLEEPING ROOMS 30 p5f 10 p5f EXTERIOR WALLS -WIND LOADS WITH BRITTLE FINISHE U240 a Email : 112" CDX. PLYWOOD STRUCTURAL STORM PANEL w D 8'-0" 8 (2) 2"x4" or(1) 2"x6 3 3 3 3 a ■ Q O B E 10'-0" 10 (2) 2"xG" 4 4 4 4 STAIRS 40 p5f 10 p5f EXTERIORWALL5 -WIND LOADS WITH FLEXIBLE FINISH U120 catabet.pe@gmail.com / C 12'-01 2 (2) 2"xG" 5 4 5 4 GUARDRAILS AND HANDRAILS 200 Ibs I O psf NOTE: L=SPAN LENGTH, H=SPAN HEIGHT ' � • ..., � " .< ROOF LOADING (LIVE = GROUND SNOW LOAD AD U511TIP3fT5 12 psf for attic a THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE ,;a. •;, ;'r=\\' ; C / AS PER FIGURE 8301 .2(5) OF THE RESIDENTIAL COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETAINING ;. ' Stra ppl n Deta I I S Q / A- NUMBER OF 8d NAILS @ EA. END OF 5TRAPPING5 (TABLE 3.7, P. 1 57) € (TABLE GA P. 31 15 p5f for cath `' ' e:• 9 (� / F B- NUMBER OF SILL STUDS (ON FLAT DOES NOT APPLY TO DOORS ABLE 3.23B P.1 93 CODE OF NEW YORK STATE DEFLECTION LIMITS HEREIN. PREDRILLED FASTENING HOLES @ 9 O.C. / ) ( ) ) MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS C- NUMBER OF FULL HEIGHT KING STUDS @ EA. SIDE OF HEADER(TABLE 3.230, P.1 93) ' CD D- NUMBER OF 16d NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER 1 3 WOOD CASING (REFER TO TABLE 8301 .5 OF THE RESIDENTIAL CODE OF NEW YORK STATE) DRAWN BY; FR DRAWING # EA. SIDE ABLE 3.7 P. 1 57 TABLE GA P. 3 1 G IkN E- NUMBER OF JACK STUDS @ EA. END OF HEADERS (TABLE 3.22P, P.15 1) A55UME DBL. HDR. ,..I CHECKED BY; FR U F- NUMBER OF I Gd NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF 51LL(5) CADdrawings @ EA. SIDE (DOES NOT APPLY TO DOORS) (TABLE 3.8, P. 157) f (TABLE GA PAGE 3 1 G) SCALE: I/4" = I'-O" ® O Hamrton 5ayys,NYYI 194G O' Phone:G31-9G5-1637 TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS NAILING ZAPPING @ EXTERIOR WINDOW/DOOR HEADER Email:Fernando@caddrawings.net DATE 155UED: 12/05/2022 •U, I I WNM�.CADdm rawgs.net 0 12 GENERAL NOTES 8323.3 FASTENERS FOR PRESSURE TREATED WOOD: HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICONE 8905.2.7. 1 ICE PROTECTION: ICE BARRIER REQUIREMENTS PER TABLE 8301 .2(I), IF APPLICABLE: NEW YORK STATE RESIDENTIAL CODE: ONE AND TWO FAMILY DWELLINGS INSTALL PER R301 .2. 1 .1 WIND DESIGN CRITERIA: THE STRUCTURE, STRUCTURAL CONNECTIONS AND FRAMING BRONZE OR COPPER OR 1/2" DIAMETER STEEL BOLTS. MANUFACTURER'S SPECIFICATIONS AT ALL EAVES TO A POINT AT LEAST 24" INSIDE EXTERIOR NAILING SCHEDULE 6SYSTEMS HAVE BEEN DESIGNED TO KE515T HORIZONTAL LOADS ASSOCIATED WITH 120 WALLLINEAND AT ALL VALLEYS. CONNECTION FASTENING TYPE MPH WIND LOADS FOR EXPOSURE B IN ACCORDANCE WITH MANUAL(ASCE 7) "MINIMUM R401 .4 FOOTINGS: SHALL BEAR ON UNDISTURBED INORGANIC SAND, GRAVEL CLA55 GW, GP, SOIL WITH A DE51GN LOADS FOR BUILDINGS AND OTHER STRUCTURES". WIND LOADS ARE PIE515TED MINIMUM I. JOIST TO SILL OR GIRDER 3-8d TOENAIL M BY EXTERIOR PLYWOOD SHEATHING AND INTERIOR WOOD STUD WALLS WITH GYPSUM BEARING CAPACITY OF 3000 PSF MEETING THE REQUIREMENTS OF SEISMIC SITE CLASS D OR BETTER PER TABLE R905.2.7.2 UNDERLAYMENT: INSTALL UNDERLAYMENT VA'ITH CORROSION RESISTANT FASTENERS PER 2. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d TOENAIL L MANUFACTURER'S SPECIFICATIONS APPLIED ALONG THE OVERLAP NOT FARTHER APART THAN 73BOARD. SEE WALL DETAILS FOR NAILING AND CONNECTORS. 16 15. I I OF NYS BUILDING CODE. FOOTINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 3GII 3. SOLE PLATE TO JOIST OR BLOCKING 3-1 Gd at 16"O.C. FACE NAIL TABLE 830 I .2(2) 8 4. STUD TO TOP PLATE 3-8d OR 2-1 1 Gd TOENAIL . U DOOR AND WINDOW REQUIRED DESIGN VALUES: MAXIMUM LIFTS. IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL D.C. 5. STUD TO SOLE PLATE 3-8d OR 2-1 Gd TOENAIL CHARACTERISTICS, A 501L TEST BY A APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM WIND PRESSURES IN POUNDS PER CHARACTERISTICS AT A PARTICULAR LOCATION. 8905.9 BUILT-UP ROOFS: MINIMUM SLOPE 114" PER FOOT (2%) FOR DRAINAGE. G. DOUBLE STUDS I Od AT 24"O.C• FACE NAIL 0 SQUARE FOOT (P.S.F.) FOR 30'-O" MEAN ROOF HEIGHT, EXPOSURE B, ZONE 5 AS FOLLOWS: O R1001 MASONRY CHIMNEYS AND FIREPLACES: TO BE CONSTRUCTED IN ACCORDANCE WITH CODE 7.DOUBLE TOP PLATES I Od AT 24"O.C. FACE NAIL z CATEGORY CATEGORY CATEGORY SECTION R402.2 CONCRETE: A MINIMUM COMPRESSIVE STRENGTH 15 REQUIRED AT THE FOLLOWING LOCATIONS A5 &TOP PLATES, LAP AND INTERSECTIONS 2-I Od FACE NAIL WINDOW/DOOR SQ.FT. AREA I I 0 MPH WIND 120 MPH WIND 130 MPH WIND CONCRETEDETERMINED BY TABR 100 I .I - R 1003.13. LE 8402.2 (SEVER WEATHERING COLUMN), PROVIDE 5% AIR ENTRAINMENT IN ALL 9. CONTINUOUS HEADER,TWO PIECES I Gd AT I G"O.C. ALONG EACH EDGE FACE NAIL � 10 5Q.PT. 17.0 P.S.F. 20.0 P.S.F. 24.0 P.5.F - BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE BELOW GRADE: 2500 PSF 10. CEILING JOISTS TO PLATE I -5 TOENAIL T) 20 SQ.FT. I G.0 P.S.F. 1 9.0 P.S.F. 22.0 F.5.F - ABOVE GRADE FOUNDATION WALLS, VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSF 81004 FACTORY BUILT FIREPLACES: TESTED IN ACCORDANCE WITH UL 127 LABELING ON EQUIPMENT 1 I. CONTINUOUS , LAPSHEADEOVER STUD 3-8d TOENAIL PORCHES AND GARAGE SLABS: 3500 PSF PER 12.CEIlING JOISTS, LAPS OVER PARTITIONS 4-8d FACE NAIL 50 5Q.FT. 14.0 P.S.F. 1 7.0 P.5.F. 20.0 P.S.F. CODE M 1 303 * M 14 14.1 AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR AIR Z - 13. CEILINGS JOIST TO PARALLEL RAFTERS 3-I Od FACE NAIL R/ I 100 SQ.FT. 13.0 P.S.F. I G.0 P.5.F. 19.0 P.S.F. 8405.1 FOUNDATION DRAINAGE: INSTALL DRAINS AROUND FOUNDATION, RETAINING EARTH AND ENCLOSE INTAKE FROM EXTERIOR OF DWELLING "OR FROM SPACES WITHIN THE DWELLING VENTILATED WITH 14. RAFTER TO PLATE 3-1 Od TOENAIL Lu HABITABLE OUTSIDE AIR SUCH AS CRAWL OR ATTIC SPACES". GARAGE AND BASEMENT EXCLUDED FROM 830 I .2.2 SEISMIC EXCEPTION: ONE TWO FAMILY DWELLINGS IN SEISMIC SPADE LOCATED BELOW GRADE. DRAIN SYSTEM NOT REQUIRED IN SAND-GRAVEL MIXTURE SOIL PER GROUP I OUTSIDE 15. BUILT-UP CORNER STUDS 2-16d 24"O.C. •' z AIR SOURCE. CHASES SHALL BE FIRE STOPPED AT EACH FLOOR AND CEILING AND INSULATED I G. ROOF RAFTERS TO RIDGE,VALLEY, OR HIP 4-1 Gd TOENAIL 11 I CATEGORIES B AND C AND SOILS, TABLE 8405. THOROUGHLY ON INSIDE AND OUTSIDE WALLS TO REDUCE AIR INFILTRATION. 3-1 Gd FACE NAIL 1- TOWN HOUSES LOCATED I SEISMIC CATEGORYE,ARE EXEMPT FORM SEISMIC I- REQUIREMENTS. R40G.I DAM PKOOF/WEATMEKPROOF FOUNDATIONS: FOUNDATION WALLS SHALL BE DAMPROOFED FROM 17. RAFTERS TIES RAFTERS FACE 3-8d 1 FACE NAIL ' R/ FOUNDATIONS TO BEAR ON SOIL OF SITE GLASS D OR M 1305. 1 . 1 FURNACES IN CLOSETS: TO HAVE A MINIMUM 30" CLEARANCE IN FRONT OF UNIT FOR BETTER FOR THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8" PORTLAND 18. SUBFLOORTO FRAMING 8d COMMON 6"O.C. AT EDGES, 12"O.C. INT. SUPPORTS CEMENT SERVICE. DWELLINGS TO BE CLOSET WIDTH TO BE MINIMUM 12"WIDER THAN FURNACE AND 3" MINIMUM CLEARANCE AT W I9. WALL SHEATHING TO FRAMING 8d COMMON G"O.C. AT EDGES, 12"O.C. INT. SUPPORTS PABGING APPLIED TO THE EXTERIOR OF THE WALL. THE PABGING SHALL BE DAMPROOFED WITH A BITUMINOUS BACK SEISMIC CATEGORY C. 20. ROOF SHEATHING TO FRAMING 8d COMMON G"O.C. AT EDGES, 1 2"O.C. INT. SUPPORTS(SEE NOTE B) . = COATING, 3 POUNDS/SQUARE YARD OF ACRYLIC MODIFIED CEMENT, I/8" COAT OF SURFACE-BONDING MORTAR AND SIDES. PROVIDE ACCESS PANEL OPENING LARGE ENOUGH TO REMOVE LARGEST APPLIANCE 21. GYPSUM WALLBOARD 5d COMMON 411O.C. AT EDGES,811O.C. INT. SUPPORTS Ir- COMPLYING WITH A5TM C887. CONCRETE WALLS SHALL BE DAMFROOFED BY APPLYING ANY ONE OF THE ABOVE I 8301 .4 DESIGN LIVE LOADS: LISTED DAMPKOOFING MATERIALS TO THE EXTERIOR OF THE WALL. BUT NOTE A: NOTE B: I-- K301 .5 EXTERIOR BALCONY: 40 PSF NOT LESS THAN 22"X 30". FOR APPLIANCES LOCATED IN ATTIC, INSTALL SWITCH OPERATED ALL NAILS ARE SMOOTH COMMON OR DEFORMED SHANKS EXCEPT WHERE NAILS FOR ATTACHING ROOF SHEATHING TO WOOD DECK: 40 PSF „ LIGHTING FIXTURE AND RECEPTACLE. PROVIDE CLEARANCES PER MANUFACTURERS OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING 0 R40G.3 POROUS FILL: BACKFILL WITH THE SAME MATERIAL USED FOR FOOTINGS, UP TO HEIGHT OF I -0 ABOVE INTERMEDIATE SUPPORTS SHALL BE SPACED G"O.C. U240 ATTICS WITH STORAGE: 20 PSF FOOTING FOR WELL DRAINED SITES, OR 112 THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. COVER INSTALLATION CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS = L/3GO FLOOR (NOT BEDROOMS): 40 PSF INSTRUCTIONS. AS FOLLOWS: 80(KSI)(55 MPA) FOR SHANK DIAMETER OF 0.192"(20d FOR MINIMUM 48 DISTANCE FROM RIDGES, EAVES AND F--- POROUS FILL WITH STRIPS OF 30 POUND ASPHALT PAPER OR 6-MIL POLYETMYLENETO PERMIT WATER SEEPAGE AND GABLE END WALLS; AND 4"O.C. TO GABLE END WALL U360 BEDROOM FLOORS: 30 PSF AVOID FINE SOIL INFILTRATION. M 1307.3 APPLIANCES WITH IGNITION SOURCE SHARING GARAGE FLOOR TO BE ELEVATED 18" 0..1MMON 142'BUT NIQ, 90 K51 OT LARGER THAN A AN O17", AND SHANK DIAMETERS 00K51 (689 MPA) FOR SHANK FRAMING. IJ 180 ROOF 45 P5F (GROUND SNOW LOAD) • 11 I L/240 ATTICS WITH FIXED 5TAI85: 30 PSF K40G.34 BACKFILL: REMAINDER OF EXCAVATED AREA ABOVE POROUS FILL SHALL BE BACKFILLED WITH SAME TYPE MINIMUM AND DIAMETERS OF 0.142"OR LESS. PROTECTED FROM IMPACTED BY VEHICLE. NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER 2.2.4 MAXIMUM DEAD LOADS: SOIL REMOVED DURING EXCAVATION. BACKFILL NOT TO BE PLACED AGAINST WALL UNTIL WALL HAS SUFFICIENT O K3 1 0.ROOF/CEILING: 15 PSF STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE PER CODE SECTION 8404.1 .7. M 1 501.3 CLOTHES DRYER DUCT: NOT TO EXCEED 25' (EXCLUDING TRANSITION DUCT) AND REDUCED 2 I/2 D I j FLOOR: 1 0 P5F ROOF NAILING SCHEDULE WALL SHEATHING NAILING SCHEDULE CL_ EXTERIOR WALL: 15 PSF 8408. I CRAWL SPACE VENTS: PROVIDE I S.F. PER 150 S.F. OF FLOOR AREA. INSTALL VENTS WITHIN 3 FEET OF FOR EVERY 45 DEGREE BEND AND 5 FOR EVERY 90 DEGREE BEND. INSTALL BOOSTER FAN FOR EACH CORNER OF FOUNDATION. CRAWL SPACE ACCESS PANEL TO BE MINIMUM 18"X 24", UNLESS ADDITIONAL LENGTHS. CLOTHES DRYER EXHAUST SYSTEM SHALL COMPLY WITH CODE SECTION 120 MPH WIND ZONE (3 SECOND GUSTS) 120 MPH WIND ZONE (3 SECOND GUSTS) �/. , INTERIOR WALL: I 0 PSF " M 1 501 . 1 LISTED AND LABELED IN ACCORDANCE WITH UL2 158A. EXHAUST DUCT 51ZE SHALL USE 1/2" CDX ROOF SHEATHING FASTEN USE 1/2"CDX WALL SHEATHING FASTEN LLl MECHANICAL EQUIPMENT LOCATED PROVIDE A 22 X 30 ACCESS OPENING PER SECTION M 1305. I .4. COMPLY WITH 8D COMMON GALVANIZED NAILS 2" WITH 8D COMMON GALVANIZED NAILS 2" = TABLE R301 .7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WITH CODE SECTION M 1 501 .2. X I 1 1/2" GA. - PATTERN AS INDICATED X I 1 1/2" GA. - PATTERN AS INDICATED � STRUCTURAL MEMBER ALLOWABLE 8502.4 FLOOR PLUMBING CHASE: BLOCKING TO BE FULL DEPTH AT 48" O.C. MAXIMUM. BELOW BELOW 0 DEFLECTION M 1506.3 EXHAUST FANS: IN BATHS WHEN REQUIRED TO HAVE MECHANICAL EXHAUST CAPACITY OF 3 4 3 t ' } Rafters having slopes < than I U18 8502.6 BEARING ENDS OF JOIST, BEAMS OR GIRDERS SHALL HAVE MINIMUM I I/2" OF BEARING ON WOOD AND 0 '�` . • _z with no finished ceilin attached to rafters METAL AND 3" MINIMUM ON CONCRETE. J015T FRAMING FROM OPPOSITE SIDES OVER BEARING SUPPORT 50 CFM 1 -Q' Interior walls and artitions H/180 MINIMUM LAP 3" MINIMUM (3) 1 OD FACE NAILS. LEDGER STRIPS NOT UNLESS THAN 2"X 2" INTERMITTENT OR 20 CFM CONTINUOUS. Floors and lastered ce111n s U360 G242G.5.3 CHIMNEY TERMINATION: CHIMNEYS SHALL EXTEND 3'-0" ABOVE THE HIGHEST POINT 0 All other structural members U240 8502.7. I JOIST BRIDGING: ONLY JOIST EXCEEDING 2"X 12" ARE REQUIRED TO BE SUPPORTED LATERALLY AT MID WHERE IT 1 Il Exterior walls with Laster or stucco finish H/3G0 SPAN BY SOLID BLOCKING OR DIAGONAL BRIDGING (WOOD OR METAL) AT INTERVALS NOT EXCEEDING 8'-0". PA55E5 THROUGH ROOF AND AT LEAST 2'-O" ABOVE ANY PORTION OF ROOF WITHIN O I :.�,'.' ENGINEERED JOIST BRIDGING PER MANUFACTURERS INSTALLATION REQUIREMENTS. Exterior walls - wind loads with brittle finishes U240 HORIZONTAL I '°`�. L_) 4 ;,'•j ',; Exterior Walls - wind loads with flexible finishe U 120 DISTANCE OF I O'-O". ( 2 ;'J W R502.8 DRILLING AND NOTCHING DIMENSIONAL LUMBER: TO CONFORM TO SECTION 8502.8.1 AND FIGURES 0 N 8508.8 SECTIONS 8802.7. 1 FOR JOIST, RAFTERS AND BEAMS/ KGO2.G FOR STUDS/ 8GO2.G. I FOR WALL "j,i,_,,,,, =1 NOTE: L = SPAN LENGTH, H == SPAN HEIGHT P2501 .5 WATER HEATERS: NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A GALVANIZED STEEL Q PLATES/ KGO2.7 FOR I jI I,','.) ►- A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT HEADERS AND FIGURE KGO2.G(I) AND (2). FOLLOW MANUFACTURERS SPECIFICATIONS FOR ENGINEERED WOOD PAN Q i','',' AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. PRODUCTS. HAVING A MINIMUM THICKNESS OF 24-GUAGE AND I I/2" DEEP AND PROVIDED WITH A DRAIN G :''7,'•. ,•,. W 8303 (1) HABITABLE ROOM VENTING: WINDOW OPENING MINIMUM 4% OffLOOR AREA OR LINE. 2Q © 0 4' MECHANICALLY VENTED PRODUCING 0.35 AIR CHANGE PER HOUR EXCEPT BEDROOMS AND 8502. 1 2 DRAFT STOPPING: INSTALL 1/2" GYPSUM BOARD OF 3/8" PLYWOOD OR PARTICLE BOARD PARALLEL 3 2� R/ FINISHED BASEMENTS. TO OPEN WEB FLOOR JOISTS WITH FINISHED TOP AND BOTTOM FLANGES EVERY 1000 SF OF CONCEALED SPACE. NOTE: CODE SECTION 1225.2 O \E:L::::::::= ���r@ 4, 5Q Q 0 PROVIDE STOP MATERIAL AT SUSPENDED CEILINGS UNDER FLOOR FRAMING EVERY 1000 5F OF CONCEALED LOCATION OF CARBON MONOXIDE DETECTORS: AT LEAST ONE CARBON MONOXIDE ALARM SHALL BE >�� (2) HABITABLE ROOM LIGHTING: GLAZING MINIMUM 5% OF FLOOR AREA OR ARTIFICIAL LIGHT SPACE. PROVIDED IN EACH DWELLING UNIT. THE REQUIRED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN THE . OF R503. 1 SHEATHING: IMMEDIATE 4' 4' 6 FOOT CANDLES AT 30 ABOVE FLOOR. SUBFLOOKING I G" O.C. SUPPORT (5/8") MINIMUM VICINITY OF BEDROOM(S) ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING g 24" O.C. SUPPORT(3/4") MINIMUM BEDROOM(S). ZONE I ZONE 2 ZONE 3 ZONE 4 R303.G HABITABLE ROOM HEATING: CAPABLE OF MAINTAINING MINIMUM G8 EGRESS AT A POINT ROOF SHEATHING I G" O.C. SUPPORT (I/2") MINIMUM TABLE P,301.2(l) 36" FIELD 8" O.C. 12" O.0 3" O.C. 4"O.C. ZONE 5 ZONE G p= ABOVE FLOOR AND 24" FROM EXTERIOR WALL. TABLE R803.I> 24" O.C. SUPPORT (5/8") MINIMUM CLIMATIC AND GEOGRAPHICAL DE51GN CRITERIA Z WALL SHEATHING (1/2") MINIMUM PANEL EDGES 4" O.C. G"O.C. 3" O.C. 3" O.C. FIELD 1 2" D.0 1 2" D.0 Q GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM (1,2) WINTER ICE SHIELD FLOOD 8305. 1 MINIMUM CEILING HEIGHTS: 7'-G" MINIMUM IN HABITABLE ROOM. MINIMUM BASEMENT SEE NAILING SCHEDULE TABLES RGO2.3 (1) AND (2) FOR FASTENING. ALL ROOF AND WALL PLYWOOD PANELS SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE(c) DECAY DESIGN UNDERLAYMENT HAZARDS PANEL EDGES G" O.C. G" O.C. HEIGHTS: 7'-0" MINIMUM, 0-8" UNDER GIRDERS, DUCT, ETC. SHALL BE EXTERIOR GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS FOR THE LATEST EDITION OF LOAD (MPH) CATEGORY(g) DEPTH (b) TEMP(f) REQUIRED (h) ENERGY EFFICIENCY: W THE U.S. 20 130 (c)SEE NOTE SEVERE 30" MODERATE SLIGHT +I I (c) YES SEE NOTE CD R308.4(G) GLAZING OF HAZARDOUS LOCATIONS: ALL GLAZING WITHIN 24" OF HINGED DOOR IN PRODUCTS STANDARDS P5-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE R301.2.2 STRUCTURE IS TO BE UNCONDITIONED AND THEREFORE 15 EXEMPT FROM THE ENERGY � - CLOSED POSITION MUSH HAVE SAFETY GLAZING UNLESS SILL HEIGHT IS GO" ABOVE AMERICAN PLYWOOD ASSOCIATION FOR SI: POUND PER SQUARE FOOT = 0.0479kN/M3, I MILE PER HOUR = I ,GO9 KM/H EFFICIENCY PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE. 0 FLOOR. PLYWOOD SHEATHING TO RUN CONTINUOUS 12" MINIMUM PAST TOP AND BOTTOM PLATES OF ALL EXTERIOR A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE OF MASONRY T SATISFY THE 1 VO ; PN6H COb�S A�Jb M� fObS A�� 8308.4(10) STAIRWELL WINDOWS: WINDOW SILLS AT STAIR LANDINGS LE55 THAN GO" SHALL WALLS. STRUCTURAL REQUIREMENTS OF THI5 CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH COMPONENT AND CLADDING LOADS (L HAVE IF PLYWOOD STOPS AT PLATE, THEN PROVIDE 51MP50N L5TAI5 5TRAP5 OF 48 O.C. AND CORNERS, NAILED TO 20181N1�pNA1"ON�, p�5 b�N�"IAI, COb� THE MAIN WINDFORCE-RESISTING SYSTEM LOADING DIAGRAM (MWFRS) 0 SAFETY GLAZING. STUDS WITH I OD NAILS IN HOLES PROVIDED. CENTER STRAPS ON PLYWOOD JOINT. USE L5TA30 STRAP IF WEATHERING INDEX (I.E. "NEGLIGIBLE", "MODERATE" OR'5EVERE") FOR CONCRETE AS DETERMINED . U PLYWOOD FROM THE WEATHERING PROBABILITY MAP [FIGURE 8301.2(3)]. THE GRADE OF MASONRY UNITS SHALL 11J R309. 1 DOORS FROM GARAGE INTO HABITABLE SPACE: 45 MINIMUM FIRE RATED WITH DOES NOT OVERLAP BOTH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL. \I �j I \I }� BE DETERMINED FROM ASTM C34, 655, C62, 673, C90, C 129, C21 G OR C652. �IS�I1 VG V U I�� 1 VG COV m SELF-CLOSING SUB FLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS: BREAK JOINTS IN 2 2 DEVICE. ADJACENT COURSES: LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. B. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE 8403. I(1). H 0 0 pF5 P N�1A, CM OF NY5 � UNDERLAYMENT, WHERE REQUIRED, SHALL BE SIMILARLY INSTALLED. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF H F U R303.2. 1 GARAGE WALLS: 5/8"TYPE-X GYPSUM BOARD ON GARAGE SIDE, I/2"TYPE-X GYPSUM FOOTING BELOW FINISH GRADE. G 2020 NYS UN �OpM COb� AM�NbM�N�"5 D BOARD ON OPPOSITE WALL SIDE OF HABITA3LE AREAS. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS F G E C) OVER SUPPORTS; STAGGER JOINTS; PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF C. THE JURISDICTION SHALL FILL IN THI5 PART OF THE TABLE WITH "VERY HEAVY", "SLIGHT TO \ 0 8309.2.2 GARAGE CEILING: 5/8"TYPE-X GYPSUM BOARD. SUPPORTS 15 24" O.C. AND ROOF SHEATHING I5 LE55 THAN 5/8"THICK. MODERATE", OR"NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE 8301 .2(G) DEPENDING ON WHETHER I I I END ZONE � THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. D_ K310. 1 FINISHED BASEMENT EGRESS WINDOWS SILL HEIGHT MAXIMUM 44" ABOVE FLOOR. ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE (1) LAYER OF 3/4" UNDERLAYMENT BOARD OR OTHER z ,// X ,�`_ SEAL APPROVED EQUAL, OVER SUBFLOOR, FLOORS TO BE COVERED WITH OAK FLOORING, GRANITE OR CERAMIC D. THE JURISDICTIONS SHALL FILL IN THI5 PART OF THE TABLE WITH "MODERATE TO SEVER", "SLIGHT TO \ W K3 1 O. I . I WINDOW EGRESS OPENING REQUIREMENTS: NET CLEAR OPENING FIRST FLOOR 5.0 TILE SHALL HAVE I LAYER OF 23/32 SUBFLOOKING. MODERATE", OR"NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE 8301 .2(7) DEPENDING ON 0Q S.F., WHETHER THERE HAS BEEN A H15TORY OF LOCAL DAMAGE. RG02.3.2 WALL DOUBLE TOP PLATE END JOISTS TO OFFSET MINIMUM 2 SECOND FLOOR 5.7 S.F., MINIMUM HEIGHT OPENING 24", MINIMUM WIDTH OF OPENING e " e :. ~ 20". E. THE JURISDICTION SHALL FILL IN THI5 PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND 6 ti/F C REFERENCE CORNER "1' . " .Y.'. :.;:- '• = -1? ','.`::'' . 0 RGO2.3.3 BEARING STUDS: WALL STUDS TO BE WITHIN 5 MAXIMUM UNDER BEARING MEMBERS UNLESS (2) 2"X 6' FAN�S x,`,-,c•!, ".;-:,,-r;:•; .;.rs;,;'.; -: ,. SPEED G O� z F EAVE OR 3 2 X 4 PLATES ARE INSTALLED. V ..F . O �r... ::T: I EG E5S BASEMENT WINDOW WELLS: MINIMUM NET CLEAR AREA TO BE 3G X 3G . C C ...: R3 0.2 R B MAP FIGURE 830 I .2 4 WIND EXPOSURE SHALL BE DETERMINED ON A SfTE-SPE IF q r AV EIG [ OJ C IC BASIS IN ( / - Cy q O A EIGHT I. ROOF HEIGHT < 24 FT. `• ' N PROV DE ,. ACCORDANCE WITH SECTION 8301 .2. I .4. `•A. �..:;.;Ti'`:�i;-'':';'`'•::'`� ' ., '.;;•``,. ;`;;.,-.,:_<;.. FO 2. 3 SEC. GUST WIND SPEED = 120 MPH - �° ,-r-,,, Q „ 8602.8(1-5) FIRE BLOCKING: FIREBLOCK ALL CONCEALED DRAFT OPENINGS (VERTICAL AND HORIZONTAL) BETWEEN , �;" , STEPS OUT OF WELL IF BASE HEIGHT TO GRADE EXCEEDS 44 . TRANSVERSE 2a 3. IMPORTANCE FACTOR"I" = I.00 ,;.::_: �� §"�f a. .{" `,„• ?: .r;,�,_4,�.;, :x `,� STORIES AND TOP STORY OPEN TO ATTIC SPACE. FIRE STOP MATERIAL TO BE WOODBATTS OR BLANKETS LONGITUDINAL Y ' ;,• a, ; 2 4. EXPOSURE = 15 " ;!:; a-..... rrN' :; ' ' ' `•,..::':: SECURELY RETAINED IN PLACE PER SECTIONS RGO2.8(1), (I .1) AND (1 .2). F. REFER TO TABLE N 1101 .2 'WINTER DESIGN DRY-BUL6 TEMPERATURE COLUMN. "� ''' ' :. R3 I I .4 HALLWAYS: MINIMUM 36" CLEAR WIDTH. P,702.3/TABLE 702.3.5 GYPSUM BOARD: INSTALL OVER 2" NOMINAL WOOD FRAMING MAIN WINDFOBCE-RESESTING SYSTEM LOADING DIAGRAM (MWFRSr'�,: #' ^r" "'' `: : ".1 OR I X2 ) ;;-' i ;-7.'. ,. ya :a�: __,._ G. THE JURISDICTION SMALL FILL THIS PART WITH THE 5E5MIC DE51GN CATEGORY DETERMINED FRO " �"~' :`"' t ; Q FURRING STRIPS @ 24 O.C. MAXIMUM. PREVENT EXPOSURE TO WEATHER. ATTACHING WIND VELOCITY LOAD DI CTI NROOF ANGLE !.: •''T,4'. ~" `'_ R3 12.I .2 LANDINGS AT DOORS: MINIMUM 36 X 36 LANDING REQUIRED IF (3) OR MORE GYPSUM BOARD TO WOOD FRAME AS FOLLOWS (UNLESS NOTED OTHERWISE). SCREWS SHALL BE SECTION 8301 .2.2. I . O RE HORIZONTAL LOADS VERTICAL LOADS ,_ _ n A B C D L F r,, $il `,:;:` RISERS . '~ TYPE 5 OR W AND PENETRATE WOOD 5/8 MINIMUM, 1 2" O.C. FOR CEILING AND I G" O.C. FOR c;.:- - f$,.'-K:.•_ . c-.."."..`.,;; ^<=`,.",' TRANSVERSE O°TO 5 +22.8 -I 1.5 +1 5.1 -7.0 -27.4 -15.4 -19.I -1 2.I :s '.'zl , r. REQUIRED. H.THE JURISDICTION SHALL FILL THIS PART OR THE TABLEW THE DATE OF THE JURISDICTION'S ENTRY 130 MPH `: .c ;,.r".,,w. ,., ;:'`;' `` w 1. I _ WALLS. NAILING TO CEILING WOOD FRAME TO BE 7 O.C. AND 8 O.C. AT WALLS. LONGITUDINAL ALL ANGLES =� :'"', : ,,.. ^'�: �`a: T-B�.E R:$02.5 `2_) GIRDER' AN HE�ID ER PAN �H�:I1��E�I+��. �E��t][�l� t�LL a �rrrr rt �r� fir I ug[� : r� r 1, rri=fir, outhe`rn` rne,ant sp�ruc�-`p� +�=�ir�'and DOOR SCHEDULE WINDOW SCHEDULE requir i 1rrumher of jack studs) o Q F WINDOW ROUGH OPENING C < DOOR SIZE REMARKS TYPE/ MANUFACT. (To Be Confirmed � I��1 f• o ROOM MANUFACT. TYPE/ MATERIAL LOCATION QTY• CATALOG N0. By Window Supplier) SASH SIZE DIVIDED LITES REMARKS ' LOCATION CATALOG NO. MATERIAL U- HEADER A1141) I�,HERS 20 2 3� o o I Garage Overhead 16'-0"x T-0" Overhead � EGRESS O LL -C. oo Casement Bedroom#2 1 CW24 4'-8 X 4'-0" EGRESS z 'SUPPICIRTING .�E"'11[ N Span �� 'Spic` n NJ � oo Garage T-0"x 6'-8" Swiig ® �i" O 'u�' " } . r ��3 E) Entry 2'-6"x 6'-8" SWhg (S) oo Awning Master Bath 2 A251 2'-4 8"X 2'-0 8" 6 1 — — .. — oo Casement Master Bedroom 1 CW24 4'-8 Z"X 4'-0" EGRESS 2-2X10 7— 2, 6_1, .`.2 S-5 20 Casement Storage Above Garage 1 CW24 4'-8 Z"X 4'-0" z �OOf\G�I I�k�l I�� o I I Casement Attic 1 CW14 2'.4 8"X 4'-0 NA F7 :one f loo ' onty 3-2x-8 "-2, 1,. = :1 'S-�°7 2- NA Scale, N15 w r,3_12X 10, 8-9 .7-7 :2 6-9 2 n WINnOW SCN�b��� ., _ 3- ?. - ~. NC1 Scale,N15 (i�^l� '� _ _3 I J _A 4-2X IO �0- 1, �- 7-10, 2 OCA 2 3 2023 4-\2X12 11-9 1 10-2 :2 9-1 2 w 2-2X4 \ ;-� -7 1 n - x--11 � '4~3 � ;3-10. 3 i,TWQ floors., Di -.`3- 2 .2 °-2 a - e�" -� 3 4_2x 8 w = = 6-5Noi 2 CONF F\M POOP\5 ANP I w a/-- For Si. l'-frieh =25A Mm,, 1`=foei ^ 30 -.0 miii OWNPOW5 FFOP\ OP\P P\IN6 LU a. Spans.ar�e �rver4 tnBeet _and inches. Q —' ,b.. Tabutaged vatues atsur a #2 rade lumber., Q tv Bui din wider .tneasl red perpe�rac ie�t ar. to .he: dge. For widths between those,shown- spans., are erinittet , Whe irate:�.€fated, ,LU m . {,��.yy1{ry, er of �'+ �w �t teqiLy_�r,�y . �" 4g� �y j�+. ,�}►meq �y �9 �y¥��r.� . y�y ,. �r�y jack, tu i i ; "» N4it1 tE/�i - L•�.:w� 3' 36 G� •1i.i+�'.n7�.iF '.�i'9.f�• ��h+ '�+kEa � 'a�+ G t i6iF7IF �u �ii �LF4t'� O eq a orad, the header i r-rii,� e' tea`,bs•. . orte :byanapprov .e in r L ' -height wall stud and to to header. U TABLE 3.23A HEADER SPANS FOR EXTERIOR LOADBEARING WALLS RESISTING WIND LOADS - EXPOSURE B LU iD LU THREE SECOND GUST WIND SPEED (MPH) 85 90 100 110 120 130 140 150 0 MAXIMUM HEADER GIRDER SPANS FOR COMMON LUMBER SPECIES 3•venl Tvenl w SIZE ;FT.-IN.) (FT.-IN.) (FT.-IN.) (FT.-IN.) (FT.-IN.) (FT.-IN.) (FT.-IN.) (FT.-IN.) Roof SEAL R/ w 2 - 2X4 7 - 1 6 - 8 6 - 0 5 - 5 5 - 0 4 - 7 4 - 3 4 - 0 CQ 2 - 2X6 8 - 5 7 - 11 7 - 2 6 - 6 6 - 0 5 - 6 5 - 1 4 - 9 3' 3 O 2 - 2X10 10 - 3 9 - 8 8 - 9 7 - 11 7 - 3 6 - 8 6 - 3 5 - 10 z Q 2 _ 2X12 10 _ 9 10 - 2 9 - 2 8 = 4 7 = 8 7 = 1 6 = 7 6 1 EXISTING BATH#1 EXISTING LAUNDRY EXISTING KITCHEN EXISTING MASTER BATH``\ 3 2X8 11 4 10 9 9 8 8 9 8 1 7 5 6 _11 6 5 '" 3 - 2X10 12 - 7 11 - 10 10 - 8 9 - 8 8 - 11 8 - 3 7 - 7 7 - 1 3, 3 3 At. 3 - 2X12 13 - 2 12 - 6 11 - 3 10 - 2 9 - 4 8 - 8 8 - 0 7 - 6 Q 4 - 2X8 13 - 2 12 - 5 11 - 2 10 - 2 9 - 4 1 8 - 7 8 - 0 7 - 5 4 - 2X10 14 - 6 13 - 8 12 - 4 11 - 2 10 - 3 1 9 - 6 8 - 10 8 - 3 I 1v2 111? 11r i,,._.. .. .' 1112• 3 112' 111r 111r 3• 1112 .r(yyk. '< .:'. Ott •-y .: ;,.`; . 4 - 2X12 15 - 3 14 - 5 13 - 0 11 - 9 10 - 10 10 - 0 9 - 3 8 - 8 Sink Sink Sink j To let Sink Toilet _ ,,. ..:.:,•'' ... , WASHER N. Shower Shower � Q NA 5cal�, N15 First Floor U 31 2 r 4- 2" ? 3- 2' ? y IL C.O. C.O. C.O. C.O. O R re 15C Typical hirer Se teas frau 1 ltt->p Cotzm a TU 5A RE51 D E N C E w 800 North Drive Mattituck, NY EXISTING BATH#3 �- Project Engineer LU 'n .y 111? 3• 111? Cn j Tolet Sink Christian Tabet , F . E . QD 6" I i Breater For I Basement ShowerY3. 3. a�aear Con5 U I t n Engnecr 3' 7 r7i co. 1-�» Ile Phone: 631 -267-2490 � �� Cc • Email : - I ]j C.I.House Trap 4T. pk Sys. catabet.pe@gmail.com .. owo2" "laminations with p p s n o wDoor . .: •.41 staggered lad rorratnon wire Waits Scale;N15 \ = �'� = "� Three 2"X✓<3"faminationswitrt \\ Q a\ Schedule }- Three "" "larrtinati4tis+with L1tt€ \\\\\ two rows of 30d commonwire \a; �°°•_ � m tow of maggered 30d common wire nails(4-+�.2{?7",L�d-i11") natlx(D=.0,207".L�4-i2 ) DRAWN BY; FR DRAWING # ... CHECKED BY; FR CADdrawing5 Figure 3. Nailing Schedules for 2- and 3� Built-Up Ofumrrs with 2x4 and 2x6 .umber NaS » 15 W Montuak Hwy.#I I I SCALE: 901 S Y Y IY P Y Hampton Bays,NY I 1946 Phone:G31-9G5-1537 O Email:Fernando@caddrawincg5.net DATE 155UED: 05/10/2023 W NW.CADdrawinej5.net N 4� ca L 75 Q U w O z O ({� 2 A-06 LU z w . oC w O �_- EXISTING 8" P.C. WALL FOUNDATION 777 Iry 6"X6" POSTS ON ❑ I , :,; p- 16"0 P.C. ONOTUBE EXISTING INTERIOR WALLS SEE ELECTRICAL PLANS FOR PROPOSED INTERIOR WALLS NW; PNGN COP�5 ANP WTIOP5 App SMOKE AND CO DETECTOR O LOCATION. 2020 NYS p�51P�N�"IAL �U APING COPS I M EXISTING FOUNDATION WALLS QEX. MECHANICAL ----7 2017 NYS N FOPM COPS AWNP0 5 r ROOM c i ;` s PROPOSED FOUNDATION WALLS 0 CLG. HT. = 81- 6" I EXIST. 2X4 M i 2015 WOOF FFAW CON5RC�"ION MANUA, � �, �, FRAMING W CO ALL EXISTING EXTERIOR WALLS W/R15 BATT PF\ SVl VVl ANP FNGINVTP MMOP51 N CONCRETE WORK. "X6 ' POSTS ON WBATT R15 a A�: O INSULATION EXPOSE BURIED SIDE OF EXISTING FOUNDATION TO A DEPTH OF 4 16"O P.C. SONOTUBE I W INSULATION A W;r; Z 1- FT. CLEAN EDGES OF CONCRETE WITH STEEL BRUSH. INSERT 36" #5 °` �;� 00 Lu REBAR WITH 12" EPDXY EMBEDMENT, SPREAD BONDING AGENT. tin ` N a OFFICE Z co INSTALL 4 BARS FOR THE 8"X24"FOOTING AND 6 BARS (3 ON EACH J A N W c ' CLG. HT. = 8'- 6" �- W O SIDE) IN THE 40" DEEP WALL, TO BE FLUSH WITH EXISTING FOUNDATION WALL. POUR 3000 PSI CONCRETE 28 DAY STRENGTH. D LET IT SET FOR 3 DAYS BEFORE CONSTRUCTION. ADD TERMITE A V ►w- SHIELD AND ACQ BOARDS TO LEVEL WITH EXISTING SILL PLATE. ! a yC SEE DETAIL 2/A-04 � O glo CHIMNEY CLOSET W 1 1 FOUNDATION W A ' z ' Q � � w A o6 i NE OF FIRST FLOOR ABOVE m EXISTING 3 Y2" STEEL � A o4 gf_1�� POSTS ON P.C. a O i6 FOOTINGS I ' Lu 7f-5%6ff I Lu 1N i _ I i--------------------- Z EX. GAME l U I ROOM I _x 04 ; EX. POST O I SLAB ON GRADE CLG. HT.= 8'- 6" I W A 1 ff all ENTRY PORCH I EXISTING 3 Y2 STEEL Iry j ABOVE Lp POSTS ON P.C. r I � FOOTINGS ILI SEAL Lu O H LINE OF EXISTIN APO ►— I ,.., DECK ABOVE EX. SLAB ON RADE Q I GARAGE ABO E ' _ EXISTING 3 Y2" . 0 : I _ I STEEL POSTS ON , , 'C " - - - � I P.C. FOOTINGS Q I EXI TING 8" P.C. EX. BATH r r . . . I r CLG. HT. = 8 - 6 1 I WALL OUNDATION — — — I Itu 6' I CCESS PANEL k EX. POST ; , WWI I ;, UM �fiSS � -------------------- 0 -----------------O XISTING WASTE LINE TU5A RESIDENCE w b O 800 North Drive Mattituck, NY Lu Project Engineer AZ07 Chrl5t1a n' Ta bet , P . E . Con5dtin6j Engneer Phone : 631 -267-2490 Email : catabet-pe@gmail.com L Foundation Plan ( ri Proposed p�0F05�P FOUNPAION t'�AN DRAWN BY; FR DRAWING # CHECKED BY; FR CADdrawing5 O 1 5 W Montuak hwy.#I I I SCALE: 114" = 1'-Oi' lamrton Bays,NY 1 1946 0 O Phone:G3)-9G5-1837 Email:Fernando@caddrawng5.net DATE ISSUED: 05/10/2023 WWW.CADdrawines.net L Q U w O z . O cn z LI.L w Z Lu r— 20'-3" (V rL rL '-0%rr 2r-7Y8rr = EXISTING STEPS TO BE ~ REPLACED IN KIND OEf XUA ST I N EXISTING E I TI G STEPS LANDING nn STEP P °° w - • • LEGEND r oo EXISTING INTERIOR WALLS ® 8'-01 15'-72" z PROPOSED INTERIOR WALLS W Wt: PN% COPF5 ANP MFT10P5 App, N PROPOSED COVERED PORCH MASTER w EXISTING FOUNDATION WALLS O = BATH 2020 NY5 p�5 P�N�IAI, �UI�PI% COPS >- _ =� MASTER BEDROOM PROPOSED FOUNDATION WALLS C.H. _ $r_ Orr EXISTING 2011 NY5 UNIFO�M COPS AM NPM�N 5 R/ ����� = 9'-10" 2 o M 015 WOOF FMW CON5VV ON MANUA, NOTE: FOOTPRINT OF HOUSE REMAINS THE SAME. WALK-IN 3 it r INTERIOR ALTERATIONS AND N CLOSET r-0 I I EXISTNG RENOVATIONS. ppFSCp ��"IV� ANP ANG N��p�P M��IOPS, SKYLIGHT z I FAMILY m CL s��� ��� ]WOO) RAL w 11-77 77" CEILING M I I O ° HALL p o oD03 C.H. — O'- 0" I M � I .e.tu Lu I FIREPLACE n 1 11'-47/grr .0 0 N 8'-67/16rr z A-O6 I 00 BEDROOM #2 BATH 89 � C.H. = 8'- Orr o I Lu M~z C.H. = 8'- 0" O c � N 1 ao A-04 QQ • p * w ,_" , ; LIVING ROOM w \ 2 9/g r i r 00 CATHEDRAL M ����i CL 3 „ _5�6 I CEILING U Doz `t' i w w �xI , I , � HALL Lu C.H. = 8'- 0" U MUD ROOM ELEV: = Of - 0" o C.H. — 8'- 0" ���n EXISTING POS + ! � : Lu I ! SEAL C I ; m W CL s 11 4/6 RE 1 1 : O °I GARAGE v — — — i i X�STING z DINING ROOM Q ELEV: _ -l' - 31 rr ti — — — I I Q7 �i �� — I ; CATHEDRAL DE K { Q STORAGE ABOVE w'` i ' CEILING i M:' o GARAGE NOT =, OVENE EXISTING KITCHEN CONDITIONED CROW E C.H. = 89� 0" BEDROOM #3 I r rr 6, M WW C.H. — 8 - 0 ~ I I I my Lu FOR STAIRCASE PH L SECTION SEE 1/ -04 : � 16 ✓� L Q — SHWAS E$ EXISTING EXISTING i TUSA RE5IDENCE —LLL O 800 North Drive Mattltuck, NY w Project Engineer eoChrl5tlan Tabet , P . E . Con5dtincj Enojinccr Phone : 631 -267-2490 Email : catabet.pe@gmail.com o \, First Floor Plan m MOF05�n FII?5f FLOOF FA ki Proposed DRAWN BY; FR DRAWING # Scale, l/4 I , ,0 CADdrawings O SCALE: 114" = P-0" 2 lamrton Bays,NY 11946 Phone:G31-9G5-1837 Email:Fernando@caddrawing5.net DATE ISSUED: 05/10/2023 v WWW.CADdrawings.net N L x Q U O . z O cs� N A-06 1V w Q.. Z Lu w O ,wn VJ O EXISTING i ROOF TO � REMAIN tu NOt; P�516N COR5 ANP 005 AI\T; 2020 NY5 P151PUk PULPING COPS 2011 NY5 UNIFOpM COPS AWNP T5 DZ/ 206 WOOF FFAW CON51P\UCf10N MANUAL ; FT\ 5CPIFflV� ANP UINUTP WHOP51 Lu N J Lu CQ (V EXISTING O NEW 2X8 R.I.L. ROOF TO �1 Q 16" O.C. REMAIN g lu 1L Q CD Q F LLJ U - Lu NEW ASPHAL SHINGLE ROOF ROOF TO MATCH -- -----. EXISTING �2 EXISTING- SIA ROOF TO tL ,-, _.._-.. . ... - REMAIN SEAL w Lu }- Z SIMPSON STRONG TIE :. .- - RIDGE :_. ._:. __. . ...:....._.... -.__. _... - _ :... -. .. HHRC HIP RIDGE CONNECTOR - OV NE�r z I mLu a �t4 Lu s�o 066262•' o NEW ASPHAL SHINGLE 'L�tiopesslo a ROOF ROOF 10 MATCH U N EXISTING . W TUSA RESIDENCE 0 800 North Drive Mattituck, NY Project Engineer w Chri5tian Tabet, F . E . 2 A-07 CcinSiUltincjEncjincer� Phone: 631 -267-2490 Email : catabet.pe@gmail.com o : Roof Plan � ppOp05�n k00f PA � Proposed CD 4 DRAWING # "I 5CAC:1/4" = I'-0DRAWN BY; FR k : ,.. ... :. ..::... :w..,: CHECKED BY; FR CADdrawings ® O 15 W Montuak h .#I I I SCALE: i/4" ^ 1'-O" O Hampton Bayo,NY 1 1940 Phone:631-965-1837 O Ema,l:Fernando@caddravenga.nct DATE 1551JED: 05110/202 UV ANW.CADdraw:nge•net N L IMPSON STRONG TIE U HHRC HIP RIDGE CONNECTOR Top Of roof ridge u- �lev + 19'-0 y 1 _ O __--- -- --. - - _ _- _ . - - -- 2X10 R.R. @ 16" O.C. CZ .... aw - PROPOSED w -- - . STORAGE ROOM \ fop Fin Floor @ 6araqc Q iN _ 118,E TJI 520 @ 16" O.C. ev: + F71 w \ ^4 EXISTI O Iry ..y 00GARAGE a CL op,NW Floor 15t Floor : : : . ; EXISTING �L :- : , �l �- — Oil NOS; P�516N COPS ANP M�11�OP5 App; _ __ _ - -- - Y : "51P�N11A %QPM COPS 2020 NY5 Q EXISTING P.C. FOUNDATION WALLS 2011 N\/15 UNIFON CM AN UMM5 0 2015 WOOF FNS COWFUGION MANUAI, o FF\ SVINV1 ANP MIN2V WHOP51 Lu N fop F1n15hed Slab @ l3a5ement Lu - - - 0 A-A WIPING 5�CTION 5r,Ae,1/4" 1'-0" ij z Q 5 w m O G w O w m fl SIMPSON OU TYPE HAND RAILS AND STAIR ILIU ORNAMENTAL JOIST HANGER SIDING RAIL SYSTEMS MUST BE D SIMPSON OU TYPE 2X10 DECK JOISTS CAPABLE OF 0 ORNAMENTAL JOIST HANGER WITHSTANDING AT LEAST Lu FLASHING LEDGER FLASHIN 200 POUNDS OF FORCE 5 EAL APPLIED WITHIN 2 uJ 5 REBAR TO MATCH NEW 2X10 LEDGER BOARD INCHES OF THE TOP FOUNDATION HORIZONTAL 2X10 DECK JOISTS TOP OF NEW FOUNDATION EXISTING EXTERIOR WALL EDGE, IN ANY DIRECTION t- REINFORCEMENT O AND AT ANY POINT }' EXISTING FOUNDATION Y?TOLAG SCREWS EXISTDWELLVING ALONG THE EDGE. pF NSW z STAGGEREDING � ACROSS LEDGER Q BOARD w 066262- OPE S, 66262.OPFs, Q FOUNDATION REINFORCEME APPROVED JOIST HANGER U - LL _NK? 2X10 ACQ D.J.@ 16" O.C. TU5A RE51 DENCE Lu a- -0 APPROVED ADJUSTABLE 800 North Drive Mattituck, NY POST BASE A--tu FOOTING REINFORCEME Project Engineer A-1 EXISTING BASEMENT HOLD-DOWN DEVICE MIN Chri5tian TF . E . U 750 LB CAPACITY AT 4 z LOCATIONS, EVENLY �c Con5ultinoj DISTRIBUTED ALONGDE� n AND ONE WITHIN 24"OF 12" 0 P.C. SONOTUBEEACH END cn HOLD D O DEVICES F THE GE Phone: 631 -267-2490 OWN �OUNnA110N f?�1'A1�5 SHALL FULLY ENGAGE DECK JOIST PER Email : HOLD-DOWN MANUFACTURER. catabet.pe@gmaii.com Q 5cale,l/211 , 11n{1 , : s Building Sections Proposed Cis DRAWN 6Y; FR DRAWING # L •-:...:...-;'..:.:-.. ..:.: .:.,, CHECKED BY; FR CADdrawings SCALE: f/�'" = 1'-op 0 fiampton Bays,NY 11946 Q Phone:631-965-1837 Erroll:Femando�caddraunngs.net DATE 155UED: 05/10/2023 U NMIN.CADdrawings.net 6� L U LL fop of Poof- O2_ . . . �l� + , O qe yl1 _ _ -� for Of w r1olcle -�I�. + 15 -I 211 w w o - z 0 - - w - - fop[✓Inis_hed Floor 15t Floor O' CM5 ANP MMOP ' 2020 NY5 f\51gNjAI, pUILPING COPF 2017 NY5 UNIFOpM COPS AM�NPM%f5 LU 2 Lj : 015 INOOP FFAM� CON51?UCION MANUAL pFT5Cp1PM ANP FUMPTP WTHOP51 'k fop FInlshed Slab @ Pa5ement �Iev. + 9'—T L7 LU MUM�W UMON n— Z Q w Oz 0 Ll w !L 0 U w m 0 w NEW ROOF O ILI — ev SEAL 19 OV Ne AN A �4 -6 - Ll _. A LL EXI( �NGISTIN 62 2.'1 6 -- X ... . ISI'I - _ - -- .. .. RESIDENCE - - _ - _.. _ .._. . ._. __ - fop Ini5Floor dor 800 ort Drive Mattituck, NY _� Elev. 0�,pl Project Engneer Chri5fian Tab& �. . �.� . � �: .•�� � � CEngineer Phone: 631 -267-2490 - - - - _ - - - - - - - - - -- - - - - - - rT finished @Base Email: - - - �Ieu. + catabet.pe@gmaii.com pe@gmail.com g u�I d�n � ci levation S Pr©po5ed `'•• DRAWN DY; FR DRAWING # F,7-9 I L CHECKED BY; FR CADdrawlncjs 15 W Montu k Hwy.#I I 1 SCALE: 114,, = 1'_0n ®uu Hampton Bays.NY 11946 Phone 631-965-1837 ` Email ho"' o@""5; m9e.net DATE ISSUED: 05/10/2023 wV,w.GADdrwmn,p.net N s L 73 fl Q U LL- 0 z O - ct� oC W - IL w uj . . . T ti--- EXISTING 8" P.C.WALL FOUNDATION W c!7 ' O FF I CL a! I W O }' EX. MECHANICAL z Q ROOM I ----; ry r O Q I W r _ I a EX. J ' OFFICE ' r r CD DC w r r O 1 V' I tu Iia gCHIMNEY CLOSET D W A FOUNDATION r z + Q j r W EXISTING 3!/2" STEEL I E OF FIRST FLOOR ABOVE POSTS ON P.C. .a 0 FOOTINGS 1 a 1r)Lu O uj r 1It-------------------------- r p EX. GAME E'" a `J RO SLAB r U i � , I ON GRADE 1 w A EX. POST + I ENTRY PORCH i1 O 1 ABOVE EXISTING 3 " STEEL r , 1 POSTS ON P.C. U-j I j FOOTINGS ' r , 1 H r I , pWp LINE OF EXISTIN i S I DECKABOVE i EAI-- EX. SLAB ON GRADE 1 � O 1 �� r z 1 GARAGE ABOVE '1EXISTING 3 %" , STEEL POSTS ON I P.C. FOOTINGS , r D ! EXISTING 8" P.C. EX. BATH OF Ne yy Q 1 WALL FOUNDATION m CCESS PAN I I _ r = i , �� EX.POST ' A -91/6 r n 1 ULL M I ' m f �!+ _ w L Q _ r V ; �, ------------------ 0662 62' I XISTING WASTE LINE ----' A �R��ES S10�P O - W TUSA RESIDENCE fl- W 800 North Dave Mattltuck, NY (n Project Engineer Christian Tabct, P . E. ConslultincjEncjinccr Phone: 631 -267-2499 L Email: fi catabet.pe@gmaii.com gmail.com Foundation Plan _T- �XI511NG FOUNNION PLAN = F�u5trng I'-QII F yr . .�j' DRAWN BY; FR DRAWING # O :.:.:_,._,,_ CHECKED BY; FR v CADdrawings — P"K,scALE: 1/4° = 1 -o Hampton Bayo,NYyI 1946 O Phone.631-965-1837 Email:Femando@caddramnge.net DATE 155UED: 05/10/2023 WW CADdrawmge.net N L M Q U U_ O z -O .) N oV Lu a. z w F LU �- I IXLTNilEXISTING E IS IN G VN QJFE S LANDING DN STEP13 z w O CL 0z MASTER BAT w MASTER BEDROOM O .. « C.H. = 81- 0" z , Q r MASTER ' , BSI= 8'- 0" D ; ; SKYLIPHT w L FAMILY CL CL C ITOWDRr L L �- • � CEILING � w WET BAR C.H. = 81- 0" ` r Ll w FIREPLACE r BEDROOM#2 t ' z Q C.H. = 81- 0" r BATH #2 - ILI C.H. = 8' a I LIVING ROOM ti O , CATHEDRAL p ELEV-. =-I' 7t CEILING w , �uJ EN TRY , Q PORCH ENTRY HALL EXISTING POS w C.H. 0 ELEV: _-I' - 3 2 It , ELEV: 0,f CL � RE � � � � � � SEAL Lu Lu GARAGE — — — ED EXISTING � ELEV: =-It -3 % _ _ -- � DINING ROOM DECK O _ , CATHEDRAL ' , �z. OUBLE EXISTIIV�G KITCHEN i CEILING NE+,,I Q OVEN cROWAE C.H. = 811 Ori , �Q` ,�� N OFFICE i a A. O� C.H. = 8 - z Q off D Y ..�._. PN �---— S1WAS 066262.\ L 1 A IL O VN ' • n TU5A RE51DENCE Lu p-- 800 North Drive Matt,tuck, NY Ott Project Engineer i.0 Chn5tian Tabet , P . E . Con5ultincj Firigneeir Phone: 661 -267-2490 : Email : catabet.pe@gmaii.com gmaii.com First Floor Plan f:. Existing m I �XMNG F15f FOR F-- II y I IIDRAWING # DRAWN BY; FR . •.' ; • _.,.t <......: CHECKED BY; FR n/ CADdrawings SCALE: -1/4" = 1 -0" o 15 W Montuak tiwy.#I I 1 01M lam"Bay-,.NY 1 1946 O Phone:631-9G8-1837 Email:Pemando@caddra%nngp.net DATE 155UED: 05/10/2023 UWWW.CPDdravnng-,.net (f 6) E— M 7 r-) Q U U- 0 O Z . O .(S) w a_ Z w r— ` FV w T- I— I— ) 0 I— I— O I 1 I ' ; i 1 ai r ,ii , i 1 ! A ' I w i (i 1 ( I . 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E . 0 71 - -�: Con5 U Itl n Enojince,r r') Phone : 631 -267-2490 �-Ti Email : Z') catabet.pe@gmail.com - . 11 , :: : , Roof Plan o , , >- . \' \& Existing m C(> N5�1% F00F FLAN11 11 Scale,j/�11 , 11 011 \11 IV` :.:. 11 v DRAWN BY; FR DRAWING # a CFIECKED BY; FR CADdrawings Mro— Q_.. 1 5 W Montuak Hwy.#I I I SCALE: 1/4” = I'-0" Hampton Bays,NY 11946 Phone:63 1-965-1837 Email:Fernando@caddrawmge.net DATE ISSUED: 0911 5/2022 WWW.CADdrawmgs.net C) 0 REVISED PAGE Q U O z O R/ w z w r- R/ w F- O iLl O CL ry W I- O S 890 48' 40" Ery S 8 O 42.60' 00 56' Op" E �- Nag 1 — . . _ 56.10t S84° Olt 30 LLJ N PIPE FOUND PIPE FOUND 1.25'_ J m W PIPE FOUND - — .1514• M O o _2p W ° WA - - �30 \28 \26\242\ 2018 16 14 12 10 6 CD O '� o — \ Lu O o N ' MONUMENT FOUND °° \ \ \ \ TAX ILI \ \ \ \ �' a , \ LOT \ 38.3 OF O ry SEAL ry - a� 0 MONUMENT FOUND N 870 84' 00" W 452.06' . ppOp05�n 511� ��AN �, PIPE FOUND 5cal e 130 `� Cc4A 066262.1 p 9OPESS10 LL- U O TU5A Kf-51DENCE III CL 800 North Drive Mattituck, NY O Project Engineer w Co Chrl5t Ian Tabet , P . E . C0n51Jbn(,j Engineer Phone : 631 -267-2490 Email : catabet.pe@gmail.com I F E t 2 9 2102 A L 0 4. Site Plan Stair Details Proposed m 1 DRAWN BY; FR DRAWING # CHECKED BY; FR CADdrawing5 SCALE: 5= 00 15 W Montuak Hwy.#I I I CL Hampton Bays,NY 11!946 O Phone:63 1-965-I&37 Emad:Fernando@caddraw,ing5.net DATE 155UED: 01/29/2024 U W W W.CADdrawmgs.met N 3 ca L REVISED PAGE Q U w O z O z A-06 w Q— Z w L.L iw I'--- Ir- O EXISTING 8" P.C. WALL FOUNDATION � O ` rV 6 'X6' POSTS ON I ❑ n 16110 .C. ONOTUBE I ILFGEND w I I EXISTING INTERIOR WALLS i SEE ELECTRICAL PLANS FOR PROPOSED INTERIOR WALLS NX: PF5 GN CM5 AW MMOb5 MT O - - SMOKE AND CO DETECTOR 2020 NY5 pE5 b�N1"A, C�UI�bING COb� =� I >- I LOCATION. EXISTING FOUNDATION WALLS Q I EX. MECHANICAL ----� 2011 NY5 UN FRN CO2 AMUMM5 ROOM c i PROPOSED FOUNDATION WALLS O CLG. HT. - 8'- 6" �: I �% EXIST. 2X M �; 20 5 WOOP FPAW COWF,11"ON MANUAI, w (NE 2X10 - o I . @ 16" O.C. � �, FRAMING W �� ALL EXISTING EXTERIOR WALLS W/R15 BATT M5Cp PfK ANb LNG N PPP MMOb51 w CONCRETE WORK. "X6 ' POSTS ON WBATT R15 A�: O INSULATION N EXPOSE BURIED SIDE OF EXISTING FOUNDATION TO A DEPTH OF 4 16"O P.C. SONOTUBE a INSULATION J f= FT. CLEAN EDGES OF CONCRETE WITH STEEL BRUSH. INSERT 36" #5 I w REBAR WITH 12" EPDXY EMBEDMENT, SPREAD BONDING AGENT. ` W OFFICE CD INSTALL 4 BARS FOR THE 8 X24 FOOTING AND 6 BARS (3 ON EACH 1' x A CLG. HT. - 8'- 6" "W i • W Iry SIDE) IN THE 40" DEEP WALL, TO BE FLUSH WITH EXISTING N I ^ � L7 W i M a O FOUNDATION WALL. POUR 3000 PSI CONCRETE 28 DAY STRENGTH. j `✓L7 �r TAN i W LET IT SET FOR 3 DAYS BEFORE CONSTRUCTION. ADD TERMITE I U A V i SHIELD AND ACQ BOARDS TO LEVEL WITH EXISTING SILL PLATE. I . 00 a yC -► SEE DETAIL 2/A-04 I v� CLOSET a CHIMNEY W I a FOUNDATION z WA Q � I NE OF FIRST FLOOR ABOVE A 06 I EXISTING 3 Y2" STEEL R 1 POSTS ON P.C. I a O A-04 8 -1/6 FOOTINGS I,�a LU LU 7r-5711(", I W O1/-4„ T----- --- ." A U � A I W - CD ---LU a LU EX. GAME 0 I F' a 1 4 A-04 B I I B ROOM- x pi i EX. POST p I SLAB ON GRADE CLG. HT.- 8/- 611 I W A 4' 1 O I I ENTRY PORCH I EXISTING 3 Y2" STEEL CONCRETE WORK. I ABOVE u� POSTS ON P.C. ' ' SEAL EXPOSE BURIED SIDE OF EXISTING I CZ FOUNDATION TO A DEPTH OF 4 FT. I FOOTINGS m CLEAN EDGES OF CONCRETE WITH I i F•' I ; LINE OF EXISTIN STEEL BRUSH. INSERT 36" #5 REBAR I En DECK ABOVE O WITH 12" EPDXY EMBEDMENT SPREAD I 1 z BONDING AGENT. INSTALL 4 BARS FOR I I EX. SLAB ON (-]'FRADE I EXISTING 3 %" Q THE EXISTING 8"X24"FOOTING AND 6 I I GARAGE ABO E 2 � I - _ STEEL POSTS ON q r4 I BARS 3 ON EACH SIDE IN THE 40" DEEP I 'C� ( ) I - - - I P.C. FOOTINGS � � 77 WALL, TO BE FLUSH WITH EXISTING I A. I EX. BATH F - Q FOUNDATION WALL. POUR 3000 PSI EXISTING 8" P.C. — I CLG. HT. = 8'- 6" I — J I i i ►_' - -- ��` cr CONCRETE 28 DAY STRENGTH. LET IT WALL OUNDATION o� I I CCESS PANEL I_ - - - I >. r SET FOR. 3 DAY BEFORE �� L - - - � - , EX. POST CONSTRUCTION. ADD TERMITE SHIELD I B ; �oA 066262'�\ AND ACQ BOARDS TO LEVEL WITH I I nTX4 �FESs��� Q EXISTING SILL PLATE. R P U SEE DETAIL 4/A-04 - -----j O I XISTING WASTE LINE 14 LINIC OF NEW WALL w ABOVE 1�-4" A TUSA RESIDENCE O 600 North Drive Mattituck, NY w DOTE: THE GARAGE STRUCTURE MUST BE SHORED Project Engineer PRIOR TO EXCAVATION OF THE UNDERPINNING G (n I R " MUST REMAIN IN PLACE UNTIL THE A07 Chrl5tian Tabict , P . E . PITS. IO I G S z UNDERPINNING BLOCKS CONCRETE HAS CURED. Con5lUbng Engineer Phone: 631 -267-2490 Email : catabet-pe@gmail.com Q Foundation Plan I Q) Proposed m TOF05�P FOUNPAWN FLAN ' DRAWN BY; FR DRAWING # (� CHECKED BY; FR CADdrawings ® 0� 15 W Montuak Hwy.#I I SCALE: I/4" = I'-0" Hampton Bays,NY 11946 0 Phone:63 I-965-1837 Email:Fernando@caddrawin6j5.net DATE ISSUED: 01/29/2024 W WW.CADdrawmg5.net N 4 L U REVISED PAGE O z O 8 C A-06 iu lL z w r— 20'-3" ►_0y 917,_7yg" w = EXISTING STEPS TO BE ~ REPLACED IN KIND O X ST NG EXISTING EXISTING > S E S LANDING STEPS � M 0rV ~ ~ • • --I - LFGEND °° EXISTING INTERIOR WALLS n 8'-Ol _ 15'-7%" -, z PROPOSED INTERIOR WALLS W = N = N0�: PF5 GN COP�5 ANb WTHOP5 ApF 0 PROPOSED COVERED PORCH MASTER w EXISTING FOUNDATION WALLS '�` BATH _ 2020 NY5 �� MASTER BEDROOM 5 b�N�"AL CCU LbING CObF z - C \ PROPOSED FOUNDATION WALLS Q o ��� _ C.H. = g,_ °„ EXISTING 2011 NY5 UN FOFM CM AMUMM5 ,s o �� M ;� 9'-1°" I 2015 WOOn ��AM� CONSUC�"ON MANUAL NOTE: FOOTPRINT OF HOUSE REMAINS THE SAME. o WALK-IN '� 3 ;11 INTERIOR ALTERATIONS AND PP�5CFIPT"V� ANb LNG 0PTP WTHOn51 N I RENOVATIONS. J CLOSET I I EXISTING SKYLIGHT z `f' �� J, FAMILY m w � � r�,� �'o� ' DRAL CEILING O ° D°3 HALL o ~ C.H. = 8Lu '- 0" M M r 7 ►► �G ,S�''t 7 ►► FIREPLACE (� 1 11 -4/g 8 -6/6 I z A 06 ADDITION 00 I _ BEDROOM #2 BATH 92 4- ► „ C.H. _ $►_ Orr Lu =,o v - 1 -4 C.H. = 81- 0" —-� 5 2"1 y2►r 1 00 • O � A 04 I \D DC ♦ • I o `* w - 2'-9/' ; LIVING ROOM w \ �� "1-5 ; CATHEDRAL v O M A ��s CL i CEILINGLu H I w I (5) 2.X6 PACKED NEW P.C. PISR HALL ' 0 4 1 C.H. = 8'- 0" j A-04 1 ,o MUD ROOM �Z ELEV: = 0' - 0" D°11 o C.H. = 81- 0" ���� k� EXISTING POS rV Lu w SEAL � °I WI 0 o D r_ l " , 9 rr CL I I A 19 1/g 11 -4/6 — RE . 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Co!n5Ubn6j Eniojinecr Phone : 631 -267-2490 Email • Gatabet.pe@gmail.com L n FI r5t Floor Plan U k m FFOP05FP FII?5r FL00F FAN Proposed DRAWN BY; FR DRAWING # CHECKED BY; FR CADdrawinop O 1 5 W Montuak Hwy.At I I I SCALE: 1/4" = P-0° Hampton Bays,NY I 1 94G Phone:631-965-1837 U Email:Fernando@caddrawings.net DATE ISSUED: 01/29/2024 WWW.CADdrawmg5.net L I) Q U 0 0 REVISED PAGE z O (s) (r) W A-06 z w w O vJ O (V EXISTING ROOF TO REMAIN w o NM P�5 % CM5 W MMOP5 APB z 2020 NY5 F�51PMIA, N LPM COPF Q 0 2011 NY5 NUN CM AMN05 0 2015 WOOP FFAMlF CON51PUCION MANUAL _ FPT5Cp PfK ANb LNG WFTP WHOb51 IV iw m � EXISTING O NEW 2X8 R.R. ROOF TO 16" O.C. 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Con5Ultln EngneI� Phone : 631 -267-2490 Email • catabet.pe@gmail.com 0 Roof Plan m 1 Proposed ppOp05�n poor FA DRAWN BY; FR DRAWING # 0 CADdrawingS CHECKED BY; FR 1 5 W Montuak Fiwy.#I I I SCALE: 114" = P-0" 8= 03 1amrton Bays,NY 11946 Phone:63 1-965-1637 Email:Fernando@caddrawncg5.net DATE ISSUED: 01/20/2024 W WW.CADdrawmg5.net N c� L REVISEDQ SIMPSON STRONG TIE ADDITION PAGE U HHRC HIP RIDGE CONNECTOR_ fop Of Roof Pidge O 1'-4" 2'7 �2 O_ 2X10 R.R. @ 16" O.C. w 2X8 COLLAR TIES @ 48" O.C. �- PROPOSED NOTE: THE GARAGE STRUCTURE MUST ICE SHORE? w STORAGE ROOM PRIOR TO EXCAVATION OF THE UNDERPINNING - PITS. SNORING MUST REMAIN IN PLACE IJN III THE w 0 rSTORAGE MAX. LOAD 40 j I UNDERPINNING BLOCKS CONCRETE HAS CURED. _ PSF LIVE LOAD, 20 PSF c DEAD LOAD - - - - Top Fin Floor @ Garage O N 11 R" TJI 560 @ 16" O.C. �lev, 77 Sitj NEWS " X14" 20 PRO OSED a . PARALLAM PSL HDR. S O AGE Lu cx OM NEW 118" TJI 560 @ 16" O.C. o - 93/4" a NEW GARAGE DOOR STORAGE LOAD MAX. 40 PSF LIVE LOAD c EXISTI \ j 20 PSF DEAD LEAD. GARAGE - a °- 4LINE OF EXISTING E I TING � _ _ _ _ _ _ e• Top l"Nhed Floor I5t Floor WALL TO B Lu EXISTIN\ �lev, + 01- 0" DEMOLISHED AGE NO b�5 GN CObFS ANb M� IObS A�� it,i — (2) 2X6 AC o 2020 NY5 F\ 5 P NT'A, CCU �PI NG COPS Q EXISTING P.C. TERMITE SHIELD201 NYS UN �O�M COn� AM�NbM�N�"5 < FOUNDATION WALLS EXISTING P.C. 0 GARAGE APRON EXISTING 4" P.C. 20 5 WOOb ��AM� CON5�?UC1"ON MANU o NEW P.C. APRO SLAB �p�5C� �1'V� ANn �NGIN��p�n M��10b51 x p L7 r a H X EXISTING P.C. fop Inl5heJ 51& @ 1 a5ement W W FOOTING Iwo - - - - - - - lev, + 9'-711 O 12 A-A N�bING 5�C110N NEW P.C. PIER 1'-4" X 1'-6' ONCRETE WORK: V_- I EXPOSE BURIED SIDE OF EXISTING FOUNDATION TO A DEPTH OF 4 g Scale, l/�" = I'-0" FT. CLEAN EDGES OF CONCRETE WITH STEEL BRUSH. INSERT 36" #5 n) REBAR WITH 12" EPDXY EMBEDMENT, SPREAD BONDING AGENT. z INSTALL 4 BARS FOR THE EXISTING 8"X24"FOOTING AND 6 BARS (3 Q �-� �uWNG ON EACH SIDE) IN THE 40" DEEP WALL, TO BE FLUSH WITH EXISTING u-i FOUNDATION WALL. POUR 3000 PSI CONCRETE 28 DAY STRENGTH. m LET IT SET FOR 3 DAYS BEFORE CONSTRUCTION. ADD TERMITE SHIELD AND ACQ BOARDS TO LEVEL WITH EXISTING SILL PLATE. O 0 w tL O U w m Q SIMPSON OU TYPE U ORNAMENTAL JOIST HANGER �� HAND RAILS AND STAIR SIDING RAIL SYSTEMS MUST BE o SIMPSON OU TYPE 2X10 DECK JOISTS CAPABLE OF R/ ORNAMENTAL JOIST HANGER WITHSTANDING AT LEAST n FLASHING LEDGER FLASHING 200 POUNDS OF FORCE s EAL w #5 REBAR TO MATCH NEW APPLIED WITHIN 2 m FOUNDATION HORIZONTAL 2X10 LEDGER BOARD INCHES OF THE TOP O TOP OF NEW FOUNDATIO 2X10 DECK JOISTS EXISTING EXTERIOR WALL EDGE, IN ANY DIRECTION REINFORCEMENT AND AT ANY POINT z %" LAG SCREWS EXISTING ALONG THE EDGE. EXISTING FOUNDATION INTO FRAMING, DWELLING _ STAGGERED Q ACROSSLEDGER BOARD - v N r cc M o d OA 0662 62." Q FOUNDATION REINFOR �� APPROVED JOIST HANGER M a Rp���s`QNP U CEME w O ��� 2X10 ACQ D.J. @ 16" O.C. TU SA REs I D E N C E f) 1'-0" - APPROVED ADJUSTABLE 800 North Drive Mattituck, NY POST BASE p- FOOTING REINFORCEMENT Project E n g l n ee r w z E- EXISTING(s) BASEMENT HOLD-DOWN DEVICE MIN Chrl5tian Tabet , F . E . 750 LB CAPACITY AT 4 _z LOCATIONS, EVENLY DISTRIBUTED ALONG DE Con5UItincj Enqnccr AND ONE WITHIN 24"OF 12" O P.C. SONOTUBE o EACH END OF THE LEDGER, HOLD DOWN DEVICES Phone : 631 -267-2490 2 �OUNbA1 ION n�1AI�5 SHALL FULLY ENGAGE Email : DECK JOIST PER HOLD-DOWN catabet.pe@gmail.com MANUFACTURER. Q ; Building sections }- 5ca!e 1/2" - I'-0" Proposed I DRAWN DY; FR DRAWING # U' CHECKED DY; FRrM CADdrawings it® O 1 5 W Montuak Hwy.#I I I 4 Hampton Bays,NY 11946 SCALE: I/4" = I -0" O Phone:63 I-965-1537 Emil:fernanco@cacitirawin6j5.net o@cadrawing5.net DATE ISSUED: 01/29/2024 U WWW.CADdrawmg5.net Sri 3 L U Top Of roof Midge o FleV. + -01211- - REVISED PAGE z O Top Of Roof Midge Iw z w w I— O � I w n Ill O ry >L � I for rini5hed door 15t door w - - - - - - -� NOS; b� �5 GN CM5 ANb M� 05 APB' O 2020 NY5 PT5 P NfIA, CCULb NG CM 2017 NY5 UNIFOU CM AMMMM5 z 0 201 5 WOOP FpAW CON5VOON MANUAL w pPTSCF\ pfUF ANb LNG NUTb MMOb51 N J Top Fini5hed Slab @ Basement m 91 7II — — O o I pt?0F05�P � 5T U OHLLJ II I 0 Q z Q w m O 0 w O U uw m � ADDITION ADDITION U Top Of Roof Midge - - - - - - — - - - - - - - - - - - - - - - - - - — lev, + 19'-0 /2" SEAL w w m O z Q z * �, a Q x 4� 0 6� j W 066262'N y� p� R0FESS14NP Q U it EXV ING I XISTIN ISTI O TUSA RESIDENCE ' a 800 North Drive Mattltuck, NY OO 0 Top Fini5hed door 1AFloor Project Engineer w ev: + 0'- 01 Chrl5t Ian Tabict , P . E . z Con5 U Itl n Engneer Phone : 631 -267-2490 Email : fop I inl5hed 51ab @ Ba5em — - - - - - - - - - - -- - - Kiev: + 9'-T' - - — catabet.pe@gmail.com Q 'building Elevations �- pt?0�05�b 50U�N ���VA110N Proposed CD DRAWN BY; FR DRAWING # L CHECKED BY; FR O CADdrawings • }- SCALE: I/4" = I'-0" �, p-- Hampton Bays,NY 1194G O Phone:63 1-965-1 537 Email:Fernando@caddrawings.net DATE ISSUED: O 112912024 U NMM LADdrawmg5.net