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HomeMy WebLinkAbout43181-Z �p10'k'r Town of Southold 11/13/2018 AQ . P.O.Box 1179 53095 Main Rd * Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40039 Date: 11/13/2018 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 75 Carrington Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-11-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/25/2018 pursuant to which Building Permit No. 43181 dated 10/30/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "AS BUILT"DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Peters,Carol of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED o Signature R"r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '$ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43181 Date: 10/30/2018 Permission is hereby granted to: Peters, Carol 3130 Wunneweta Rd Cutchogue, NY 11935 To: legalize an "as built" deck as applied for. At premises located at: 75 Carrington Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 111.-11-28 Pursuant to application dated 10/25/2018 and approved by the Building Inspector. To expire on 4/30/2020. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $592.00 CO -ADDITION TO DWELLING $50.00 Total: $642.00 i ! 1 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 10/31/2018 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 3130 Wunneweta Road, Cutchogue, NY 11935 House No. Street Hamlet Owner or Owners of Property: Carol Peters Suffolk County Tax Map No 1000, Section 111 Block 11 Lot 28 Subdivision Filed Map. Lot: Permit No.--'I v( 1 Date of Permit. Applicant: McCarthy Management, Inc. % d Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �� C 0 e * # TOWN OF SOUTHOLD BUILDING DEPT. N 3C "roux,r �R 765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL TION [ ] FRAMING /STRAPPING ] FINAL gig- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 01 01 hdv� i6vtve,�- - �w �� w v Y DATE INSPECTOR XRCHffECTLRE Operating Business Address:15400 Main Road.Mattituck,NY 11952 Brooklyn Office:254 361'Street,Building C 256-257.Brooklyn,NY 11232 u� Mattituck Office:15400 Main Road.Mattituck,NY 11952 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 November 8,2018 3130 Wunneweta Road,Cutchogue/'7.5 Ca-Minn - RE: Permit#43181—Certification Letter Based on my investigation of the existing deck the footing depth was at 3 feet.All framing is adequately sized and installed, and proper strapping is provided through out deck structure. If you have any questions or concerns, please fee to contact my office. Sincerely, ED AR6 Anthony Portillo, RA �o�'� �O� D o [EC[E5'V[R � = * NOV - g H18 03740b BUILDING DEPT. OF N E TOWN OF SOUTHO]LD FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) ------------------------------------ 'FOUNDATION (2ND) O ROUGH FRAMING& y PLUMBING INSULATION PER N.Y: H STATE ENERGY CODE V 1 FINAL IV ADDMONA.L COMMENTS CK llCaNKAm Z p ;�iz � rn z °z d r� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees �� C.O.Application Flood Permit Examined ,20 D 99 Single&Separate D Storm-Water Assessment Form Contact: n c1 Approved � 6 ,20 Mail to: NICa y Disapproved a/c B E OF SO ° Pho 7 -5e 15 Expiration ,20 uilding In ector APPLICATION FOR BUIL NCrPE*MfT'� Date October 25 92018 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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,or 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 for necessary inspections. At(�kk Signature of applic nt or name,if a corporation) 46520 County Road 48, Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AGENT Name of owner f premises Carol Peters (As on the tax roll or latest deed) If applica is or fficer (Name and titl o 1,6Qorate office ) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3130 Wunneweta Road, Cutchogue, NY 11935 House Number Street Hamlet County Tax Map No. 1000 Section 111 Block 11 ' Lot 28 Subdivision Filed Map No. Lot 2. State existing use and occupancy of preises and intended use and occupancy of proposed construction: a. Existing use and occupancy Ingle Family Residence b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition-, Other Work deck enlarge (Description) 4. Estimated Cost (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units.(g each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 118 Rear Depth 10. Date of Purchase 7/19/1973 Name of Former Owner Broadwater Const. Corp 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises carol Peters Addre�30 wunneweta Avenue Phone No. (631)734-5403 lc7ue,N7 1935 Name of Architect AMP Architecture LLC.,Anthony Portilkddr% Phone No Name of Contractor Addr ;tom.NY 11971 Phone No. 516-214-0160 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO " * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF suffolk ) Thomas J. McCarthy being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to bre me thi day ofC ANDREA RIVE Notary Public,State of NE, : x Notary Publ 4768970 i na e of Ap Qualified in Suffolk Coffin( Commission Expires Nov.30,20..1._ 1116 ARTHY MANAGEIONT, INC. LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DAT JOB NO (631) 765-5815 FAX 31 765.5816 ATTENTION TO ©Lk) IN 0 V O W RE: t r\) ` UtA© 4,`+aslo N t 1 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIESDATE NO. DESCRIPTION 1� 42011 t ! r Olwt n 611 I yoct, D d �o t THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use I-I Approved as noted ❑ Submit copies for distribution ❑ As requested LI Returned for corrections ❑ Return corrected prints ❑ For review and comment i ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED If enclosures are not as noted,kindly notify us at once. J 6AD p' C'QRRMIGTON �pF KEW y� M1'R'600. .s /PYjgO ra c A Mr i 74.r, f �� M L•33 eo' au>fia .� Uldk,.rm r abdltlft►t lift=v"Is a rro Mft � i :4r'r mol or«nbaMd iaaf".wt b mmidard b b o vakd aopI s : GweeNw a aMeRostlom tacdtw!*Miisti'Id A^A erlb to � "•� APPRM cbw than Y»wn r is at OF recc 4°dys nd as to bb b hdf to 9"'A' a 1 o h D«aoR cy- H!a tolnpa�.ip+ale ald bR&lp tlnn - . WARTZET b v wwl.ad 1s Nw�of a .SLT+``� - .23M_ t� J IT . . D. wend tend abh --- - ' g, ter: #5 -- d pater SnPPlp �� tTIT awAvs As icw AML/DaMT a say.. 3 isposal an en_ ; tar tls ( la—rWan ez ' _ ,..cmov , this departm ; -al �gpeata3 t7 ��!!-'�7� °°{ �! Lo De s aatorYi l , ati�i (}jr enerel$Iygineerinei �� i f SAND AND SMA✓IL 3 Chiu o� e ServineA BAR AA*~O [OC pF"SS"M Y ' �S/' MO fA1DM10 q]$R O O � 3i OE _ 1 SURVEY OF LOT 396 MAP OF NASSAU POINT CLUB PROPERTIES, -'1 q lz 1. filed May T, /926 Ab.-806 SECT D REOATEO 7.6.73 1- tu ° -- E�i AT NASSAU POINT- TOWN OF SOUTNOLD CSWPM GUAR ANTEEO TO ; has' �� u SUFFdLK COUNTY, N Y SOUT14OLD SAVINGS eANxsrvr. nr/ �- t op i ` FOR CAROL PETERS t USLIFE TITLE INSURANCE CO,of N.Y. = u, i ui �� ,;,., �.:3� a H_1 WILLIAM G. METER Sa m�t 11-1_72 so D' N ego ITE r A t LoadWb& Scats;N.Y so'A 114 r.30' N. Y Stoll Lions No. 21656 Mop Ne.:723201 ; .A AAJ JP �� NOTES $ SPEGIFIGATIONS CARPENTRY CONSTRUCTION DETAIL'S HIND LOAD FATH /� IT 15 THE CONTRA4TOR'5 RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 6 BETTER (Fb = 8'15) UNLESS I I I STRUCTURAL DES 1 ON LO,4D5 TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RE5PONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. G O I `l I `�E G T O I `� DETAILS SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN USE LIVE LOAD DEAD LOAD 8" MIN. FOUNDATION EXPOSURE. NOT TO SCALE GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLE55 (1) 2"xb° EXTERIOR BALCONIES 60 psf 5 ps APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEI6HT5 WITH THE EXISTING STRUCTURE. DECKS 40 psf 15 psf 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANCER5 BY "TECO" OR ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO EQUAL. AN STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PASSANGER VEHICLE GARAGES 50 psf AS PER PL 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN55 IN ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE R55PONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, JOIST HANcE ATTICS WITH 5TORACE (ROOF ABOVE 3 PITCH) 20 psf 15 psf OF THE OWNER/BUILDER U.O.N. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS "1• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING LEDGER SHALL BE CLARIFIED WITH THE ARGHITEGT/ENOINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. WITH THE WORK. SLEEPING ROOMS 30 psf 5 psf 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE WOOD JOIST STAIRS 40 psf 15 p UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. P.T. pelf VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE GUARDRAILS AND HANDRAILS 200 psf 15 psf "7. CONTRACTOR TO V BEFORE THE START E FRAMING ON PACE A-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND ROOF AND 15 OF GPX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS J0157 FRAM I NC FLUSH W 1 TH LEDC ER 12 psf FOR ATTIC 5. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 ps 15 psf FOR CATH. APPLICABLE. W q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORIN6, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. V AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN W PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT ~ V UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. U J 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' CR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-O" AND AT EVERY 5'-0". Q I: 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-2 TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WA5TE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS BROOM GLEAN. NECESSARY. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1.7. PROVIDE ALL NAILING AND 5TRAPPIN6 APDRE55ED ON PAGES A-1 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGH A-3 AND ORDINANCES. I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS Ko9K AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB THE 51.0-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A Ib" SPAN. COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARML-E55 THE OWNER, AS PER PAGE A-1 THROUGH A-3. ARGHITECT/ENCINEER, AND THEIR AGENTS AND EMPLOYEIrS FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSE5, INCLUDING 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRU51­1ING, DIPPING, OR 50AKIN6 UNTIL THE WOOD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER BY ANY NEGLIGENT ACT OR OMISSION OF THE MANUFACTURER SUCH AS: HANOER5, NAILS, 5CREW5, FLASHING, ANCHOR BOLTS, WHOLE OR IN PART SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, CONTRACTOR, ANY BY ANY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY FTG. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PARTY INDEMNIFIED HEREUNDER. EX15TINO HOUSE A. TRUSS JOIST McMILLIAN I.qE MIGROLAM 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC 2.OE 6-P LAM BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING P5L (PARALLEL STRAND LUMBER) DENOTES 1 EXIST.LAGO BOLTS 1' 0.0. OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRUSS JOIST MGSTAGGERED UP 3 ON. MILLIAN 2.OE PARALLAM 1 " TD BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN55, 5PECIFIGATION5, ALL TO BE INSTALLED AS PER MANU. SPEC.'S 1 I APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. FOR NEW WALLS, A PERFORATED SHEARW E SYSTEM IS USED. THE - I AUTHORIZATION OF THE ARGHITEGT/ENCINEER. CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, � 1 NOTES, AND TABLES ON PACES A-I, A-2, d A-3. THE FASTENING SCHEDULE _ Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING XITIN6 SIDING EXIST. P.T. M I NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING �j 2"x8" BEAM SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED - EXIST. U I r �'+ O I WOOD FRAME PERTAINING ARE TO BE FIELD VERIFIED. f .D DECK 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEC.s). 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EX15TINO WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. WHICH INTERFERES WEXIST. P.T. 4X4 WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. ~ 23. COLUMN BEARING AS FOLLOWS: EXISTING DECK m� N ? N i I Q POSTS UPON I' X Q BOARDS w 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUIFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, _ i I DIA. FTG. 3'-O" tu SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. WALL w/ STEEL SHIMS A MIN. 3/4" OF NON-SHRINK GROUT EXIST. P.T. I I DEEP FOOTING I 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® I I RIM JOIST n-ioo ( � EXIST. P.T. (2) EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY BEAM23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGINC (® MIN. 16" I 1 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N). 1 ~ GOPYRI6HT PROTECTION ACT OF Igg0 (AWGPA), WHICH HAS SEVERE PENALTIES. EXIST. P.T. 2X8 _ _ _ _ _ _ _ _ _ (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE \EXIST. METAL (2) EXIST. BOLTS ® BEAM d EXIST. RIM JOIST w DECK JOISTSL - J IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ POST CONNECTIONS JOIST HANGER STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 6 ANCHOR BOLTS, = - 0 U.O.N. WITH TOP GAPS 0 STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 4 q b-IJY2' S-q CODES AND REFERENCE STANDARD: w/6" R15E d w/ (2) 3/4"4) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2X8 P.T. BEAMS I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY FOUNDATION PLAN MAINTENANCE CODE. w Q O SCALE: I/4" = I'-O" 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF FOUNDATION CONCRETE, AND MASONRY WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT EXIST. METAL CONSTRUCTION MANUAL BY AF $ PA. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE POST BASE � 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF EXIST. 4"x4" P.T. POST '�- 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. .� c "fi0 ��•vv� �t fid , GRADE a ,' zx�, CODE. 5 INTERNATIONAL 2• ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL ° AT �a E.�. o„E _ � ED'�RC 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 201 MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. EXIST. I' DIA. P. GONG. PIER p ° r EE: PY:_. M. 3'-O" BELOW GRADE ��---- --• NOTTY BUII-DI IG DEF'AF Ths =NT AT COMPLY WITH ALL CODE, OF 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS _ 765- erz 8 AM TO 4 PM FOR THE NEW YORK STATE & TOWN 3ODES NFPA-10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. OTHERWISE NOTED ° - FOL INSPECTIONS: , , : o AS REQUIRED A S OF 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWING5, U.O.N. a. FOUtiDATIC`tJ - TI�'0 f?EO;JI^�=D � ' �,�+, • � 6. NO BACK FILL SHALL BE PLACED AOAIN5T FOUNDATION WALLS ° F();i POURED CU�!CFiET[ S �„w. GENERAL WIND PROTECTION CONNECTION NOTES: - ADAPTED FROM STANDARD FOR HURRICANE RESISTANT ixE51DENTIAL UNTIL 1� TIER OF FRAMING IS IN PLACE. y CONSTRUCTION;55TD 10-qq AND 2015 550 HIGH WIND EDITION WOOD FRAME ° FiOUGri - FRP. 11""!G r,i Ut iNJG ' , CONSTRUCTION 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. - 3. INSU;_ATION �; BORRD_ ' I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, ti it c, r �• ^� IA�j OF•NE. FLOORS, STUDS AND ROOF FRAMING SHALL BE FOUPRONDATION nED. 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED SECTION D T I L_ 4. FINAL - COt,�T�U.'i C.O.ti�U(aT SOUTH', I ES 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SOLID WITH CONCRETE. I BE COMPLETE N i C. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL ALL CONSTRUCTION IOiJ SFC;I_L MEET THE LV. - BE USED IN AGGORDANGE WITH MANUFAGTURER'S RECOMMENDATIONS. q. ANCHOR BOLTS SHALL BE IN ACGORDANGE WITH PAGE A-2. -I OO 50ALE: 5/4" = I'-O" PART OF TTHIS FILIN6T EQUIREPJIENTS OF TIDE COQES OF NEVJ 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED PROJECT: DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL ID. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 YORK STATE. NOT RESPONSIBLE FOR �a a^ i AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. DAYS OF 4,000 P.S.L, U.O.N. _ d�. ' o DESIGN OR CONSTRUCTION ERRORS. ��° �t�� ��� <•�� i Y 4 PETERS 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL gg SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE II. GONG. 5LA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH �j p EXIST. DOOR �� PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS b MIL. POLYETHYLENE VAPOR BARRIER UNDER AS-BUILT DECK i� T CER AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. � ����t�� S. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �� = RAFTERS EXCEPT WHERE COLLAR TIES OF 1X6 OR 2X4 LUMBER 15 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - ft N OF tav,�r l�►Ivc-y 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. (1) WALL TIE PER (3) 50. FT. 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY Ib" WITHIN 4' OF EXTERIOR CORNERS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. �- 3130 WUNNEWETA ROAD 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 15 APPLY I GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. CUTCHOGUE, N.Y. 11 35 OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE () EXIST. PROVIDED WITHIN b TO 12 INCHES OF EACH END OF JrACH PLATE. ANCHOR FROM FOOTING TO 2" ABOVE FINISH GRADE. WOOD FRAME BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" IN CONGRETE/MA50NRY DECK O LL BE LOCATED WITHIN 12" OR CORNERS Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES � DRAWING TITLE: FOUNDATIONS. ANCHOR BOLTS SHA AND AT SPACING NOT EXCEEDING L B CENTER. OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENOINEER. NO EXIST. 36 CONCRETE SHALL BE PLACED ON FROZEN SURFACES. HIGH RAILING PLANS & ELEVATIONS I'T. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BYSITE PLAN EXIST. DECKING ARCHITECT/ ENGINEER. I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. lei. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A PAGE: MIN. 10" DEEP PROJEGTIN6 b" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4 THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. 20'-O" 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED A-100 AS IN 50LID d SOUND CONDITION WITH AN EXIST.FOOTING OF MIN. 16" WIDE x 8" DEEP d 3'-0" BELOW GRADE. DEG< PLAN 240 S.F. SCALE: I/4" = I'-O" DATE: 10/15/18 1 OF 1