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HomeMy WebLinkAbout43183-Z �q Town of Southold 11/26/2018 +� P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40053 Date: 11/21/2018 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 1250 Vanston Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: Ill.-4-7 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. 43183 dated 10/31/2018 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 ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Gwydir,Judith of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43183 11-21-2018 PLUMBERS CERTIFICATION DATED �4Lr U o ' ed ignature TOWN OF SOUTHOLD It 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#: 43183 Date: 10/31/2018 Permission is hereby granted to: Gwydir, Judith 1250 Vanston Rd Cutchogue, NY 11935 To: legalize an "as built" deck addition as applied for. At premises located at: 1250 Vanston Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 111.4-7 Pursuant to application dated 10/25/2018 and approved by the Building Inspector. To expire on 5/1/2020. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $767.20 CO -ADDITION TO DWELLING $50.00 Total: $817.20 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: 1250 Vanston Road, Cutchogue, NY 11935 House No. Street Hamlet Owner or Owners of Property: Judith A. Gwydir Suffolk County Tax Map No 1000, Section 111 Block 4 Lot 7 Subdivision Filed Map. Lot: Permit No. q?2 Date of Permit. Applicant: McCarthy Management, Inc. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �, All r cant Signature ho��pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� i0 roper.richert@town.southold.ny.us ���4UNTY,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Judith Gwydir Address. 1250 Vanston Rd City- Cutchogue St: New York Zip 11935 Building Permit#• 43183 Section. 1 1 1 Block: 4 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor, AS BUILT DBA. License No SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT" "ELECTRICAL SURVEY' "NO VISUAL DEFECTS" Notes. one 15/20a recpticle on rear deck Inspector Signature: Date: November 21 2018 81-Cert Electrical Compliance Form.xls l L I pF 50pTyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ISULATI�vir`� [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i t�lrc� ' G4 opt w DATE ANSPECTOR _sA APA:wEcnJRE Operating Business Address:15400 Main Road.Mattituck,NY 11952 Brooklyn Office:254 36"'Street,Building C 256-257.Brooklyn,NY 11232 Mattituck Office:15400 Main Road.Mattituck,NY 11952 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 R " November 13,2018 V 1250 Vanston Road,Cutchogue NOV 1 4 1918 RE: Permit#43183—Certification Letter RUILDENO DEPT- TOWN OF SOUTHOLD Based on my investigation of the existing deck,the footing depth was at 3 feet.All framing is adequately sized and installed, proper strapping is provided throughout deck structure,and the handicap ramp is in compliance based on 2015 NYS Residential Code; hand rails are not required,due to the slope being less than 1:12. ��tED SRC Sincerely, I NY M• P ,�,► Anthony Portillo, RA (A ol\ p3� 5 � yp4 OF N FIELD INSPECTION REPORT DATE CON nV ENTS %b FOUNDATION (IST) ------------------------------------- 'FOUNDATION (2ND) n�O V p, C) v� —T ROUGH FRAMING& y i PLUMBING 75 INSULATION PER N.Y-. y STATE ENERGY CODE FINAL A ADDIT ONAL COMMENTS PW cJ -1 1 q - -o 1� WJPc4 t 94 z m ;v G o 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 �j Survey SoutholdTown.NorthFork.net PERMIT NO.�5/b g Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application D � a v Flood Permit Examined 'l7 /,20- v D Single&Separate Storm-Water Assessment Form f OCT 2 5 ; �1 a Contact: Approved 3 ) ,20 / Mail to: M61 ca r Disapproved a/c B OErT. 4 TOWN D Phone: Expiration ,20 uildi g Inspector APPLICATION FOR BUILDING PERMIT Date October 25 , 2018 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. (Signature of fplicant 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 of pr ises Judith A. Gwydir (As on the tax roll or latest deed) If applicant is a co i of my authorized officer (Name an i e of orpo o icer) 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: 1250 Vanston Road, Cutchogue, NY 11935 House Number Street Hamlet County Tax Map No. 1000 Section 111 "Block' 4'" ''''`''`' `'' " Lot 7 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 -.... (Description) 4. Estimated Cost -Fee (To lie paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling,,Und on 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 99'91 Rear 101.9' Depth 291' 10. Date of Purchase 7/14/1965 Name of Former Owner Sarnowski & Konieczny 11. Zone or use district in which premises are situated R-40 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 Judith Gwdyer Addres*55 Youngs Avenue Phone NO(631)357-0834 NY 11911 Name of Architect AMP Architecture ILL-c.,Anthony Portil),gddrjN Md1F1 Rudd Phone No Name of Contractor Addr ;t„ck�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 swom,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 t e said work and to make and file this application; that all statements contained in this application are true to the best of his kno dge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ��`�►� day of Q ' { 20 l 7 ANDREA RIVE tate of Newyorknr Notary Publi No.010114768970 Vigna 1 ant Qualified in Suffolk County rofnmission Expires Nov.30,20 � o � 2�1a BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD p� ov Hall Annex - 54375 Main Road - PO Box 1179 Q1' Southold, New York 11971-0959 '5 D y O�S Telephone (631) 765-1802 - FAX(631) 765-9502 ZO roaer.richert town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Thomas J. McCarthy Date: 11/8/2018 Company Name: McCarthy Management, Inc. Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Judith Gwydir Address: 1250 Vanston Road Cutcho ue Y 11935 Cross Street: Phone No.: 631-765-5815 Bldg.Permit#: 43183 email: Tax Map District: 1000 Section: 111 Block: 4 Lot: 7 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Electric certificate for outside AC outlet on deck is required by building inspector Circle All That Apply: Is job ready for inspection?: YES/ NO Rough In Final Do you need a Temp Certificate?: YES/ NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION -�� V C\ D 82-Request for Inspecdon Form.As t Y y McCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL- 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 r DATE JOB NO. (631) 765-5815 FAX (631) 765.5816 ATTENTION TO � � RE. O.n o f J V NJ WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES • DESCRIPTION 1 1 THESE ARE TRANSMITTED as checked below• ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use Cl Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ [] FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED If enclosures are not as noted, kindly notify us at once. _ �•--.. C`' - -:ice _ :�. ..1� .rY'� /'! - - � - �• •.Y:+. (fir .. ;�:y."..A.:'vdr S �,L'yt' � /�wj "t .. - ` • Z2 L C , . 6-W-YD-IT� € C � �� n • Qty aA A. 4f U a 641-7 a t lb L A L L 40' o iron- pipe: a . R C.fE tip} M monPr6tnt Cie ; tr- a Yo '. »; ''t-�Ce. rs Gam. �1ro Os Licensed Land e> v or 6 6jreenoort , Llsiu Yorl NOTES I$ Si='EGIFIGATIONS CARPENTRY CONSTRUCTION D T LS WIND LOAD � T IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 6 BETTER (Fb = 8'15) UNLESS T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. STRUGTUR L DISI CSN LOADS SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWB L SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN G O N N E G T 1 O N DETAILS B" MIN. FOUNDATION EXPOSURE. USE LIVE LOAD DEAD LOAD GENERAL NOT TO SCALE I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 EXTERIORBALCONIES 60 sf 15 psf APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2 xb , UNLESS (1) 2 Wo" " P 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. DECKS 40 psf 15 psf ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR 5TRUGTURE/5ITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALL5. ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf 4. ALL UNNOTED OR NON-VI5IBLE EASEMENTS ARE THE RESPONSIBILITY UDOUBLE ALL J0I5T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TU55, JOIST H NCc ATTICS WITH 5TORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf OF THE OWNER/BUILDER 5. ANY OMI5510N5 OR DISCREPANCIES OF PLANS AND/OR JO18 CONDITIONS T• ALL $EAM5, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf SHALL BE CLARIFIED WITH THE ARCHI TECT/ENOI NEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERN15E NOTED. L DC R WITH THE WORK. SLEEPING ROOMS 30 psf 15 psf 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE WOOD JOIST UNLE55 APPROVED BY THE ARGHITECT/EN6INEER. P T STAIRS 40 psf 15 psf 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED AS PER FASTENING 5GHEDULE GUARDRAIL5 AND HANDRAIL5 200psf 15 psf BEFORE THE START OF FRAMING ON PAGE A-I. GENERALLY, 5HEATHING 15 OF 1/2" THICKNESS ON WALL5 AND ROOF AND 15 OF GDX &RADE, UNLE55 OTHERWI5E NOTED. SEE FLOOR PLANS J015T �Rl�MINC 1-LUSH WITH LEDC�R 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 12 psf FOR ATTIC APPLICABLE. p I5 psf FOR OATH. 9. DO NOT SCALE DRAWIN55, WRITTEN DIMENSIONS TAKE PRECEDENCE 11• SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. W 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FA5TENIN6 SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. w CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH '7YVEK' HOUSE WRAP OR 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. V W AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERM155ION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT ~ V UNSUPPORTED EDGE 5EAM5 OF EXTERIOR 5HEATHIN5. = J EXI5TIN6 2 STORY C� J 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXIST. P.T. 2'x8" RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS FRAME HOUSE 15 NOT EXCEED 5'-0" AND AT EVERY V-O". PART OF THIS FILING LEDGER; " LAS Q BOLTS STAGGERED 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY CLEAN AT ALL A-2 TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE AS BROOM GLEAN. NECESSARY. ems., 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAGES A-1 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. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB I THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN. EXIST. P.T. PO I POSTS UPON 1 COMPLETION OF PROJECT. =d I 12" 50NOTUBE 3'-0" 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING BELOW GRADE ON 1.7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3. j 2'x2'xl' FOOTING I ARCHITECT/ENGINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND in I TYP. (SEE DETAIL) AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING 20. "P.T." 5PEGIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD _ _ I THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I- r -1 F -1 f IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR )DEATH OR TO METAL BY REPEATED $RUSHING, DIPPING, OR 50AKINO 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 RE5ULTIN6 THEREFROM). (B) 15 CAUSED IN CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER L - J V L J L L - I MANUFACTURER SUCH AS: HANGERS, NAIL5, 5GREW5, FLASHING, ANCHOR BOLTS, I WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE dJ_ d� CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR ROGATIONS SUCH A5: LEDGER SILL PLATE, DECK CONSTRUCTION, XITIN6 51DINO I EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. tV - ry - BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: i ® < N �� O I X It X u 1 A. TRU55 JOIST McMILLIAN 1.9E MICROLAM 0. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC 2.OE G-P LAM J 1 1 w w F I BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES EX15TINO 5/4"xb" I (L OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 J015T MGMILLIAN 2.OE PARALLAM ---- � TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEC.'S 51-511 8 3 APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE EXIST. RIM JOIST -1 ( f CONTRACTORS ATTENTION I5 DIRECTED TO THE APPLICABLE DETAILS, EXIST. 2X8 DECK AUTHORIZATION OF THE ARGHITEGT/EN6INEER. NOTES, AND TABLES ON PAGES A-I, A-2, B A-3. THE FASTENING SCHEDULE JOISTS ® Ib' O.G. I f 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP' DRAWINGS 5PEGIFIE5 THE REG'D NAILING FOR THE SHEATHING (ANY NAILING - GIRDER NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 _ (2) EXIST. SOL75 ® BEAM I$ - J L - J L - L - PERTAINING ARE TO BE FIELD VERIFIED. 5GHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED EXIST. METAL P05T CONNECTIONS } (V I- -I I f r 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEC.'S). JOIST HANGER 'P: - - - - -� 20. CONTRACTOR TO REMOVE k RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. - WHIGH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. L J L _ -1 23. COLUMN SEARING AS FOLLOWS: EXIST. P.T. 2X10 BEAMS p EXIST. _ GONG. EXIST. 2"xb" � w , EXIST. 2"xb" I I 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, 1- 1 „ SPECIFICATIONS, UNLE55 NOTED OTHERWISE. TREATED WOOD d FLA5141NO. STEEL COLUMNS ARE TO BEAR UPON FOUND. i PAD P.T. F.J. ® I6" O.G. P.T. F.J. ® I6 O.G. 1 "SIMPSON" ABA44 Q to WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT = l L -1 Lt- x - -1 F 7 22. PROVIDE FIREBLOCKIN& AS PER NEW YORK ACCE551BIRITY STANDARDS. 5ECURE w/ (2) 1/2" c7 ANCHOR BOLTS (4" LONG FXPAN51ON BOLTS ® ® COLUMN BASE 0- 22. I EXIST. WALKS d 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY EXIST. 4'x4' F.T. POST Q - - - - - - - - - + I- - - - - - - I- - -..-. -..- .- _ .�23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" GRADE L J L J L L JUNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). IICOPYRIGHT PROTECTION AGT OF 1990 (AWCPA), WHICH HAS 5EVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING I5 PART OF THE LOAD PATH FOR USE " ' " ' " Z EXIST. 12"(P 'SONOTUBE' II w IN A SHEARWARR, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ FILLED SOLID w/ P. GONG. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 8 ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG a O CODES AND REFERENCE STANDARD: w/ b" RI5E 4 w/(2) °/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE05 a V I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET b" D15T., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. ° BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY1OUI FOUNDATION`l F1... 1 `� H d d O LJA MAINTENANCE CODE. EXIST. 2'x2 xl' - Q 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF FOUNDATION, CONCRETE, AND MASONRY GONG. FOOTING WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT SCALE: I/4" I'-O" = CONSTRUCTION MANUAL BY AF d PA. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE d ° w 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUM$IN& 5U13-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF ° THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT, CODE. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E ° a t MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. 3. SOIL TO HAVE MIN. $FARING CAPACITY OF (U TON/50. FT. U.O.N. m• E ` P 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC GORE �I I EXISTING 2 STORY ° ' , a 1 ©AR SECT 1 O I `� DETAIL FRAME HOUSE FI NOT "-rte �' �. 4. FOOTINGS TO REST A MIN. OF 4-O BELOW GRADE, UNLESS ,.&,a '" � 1,�,,'(o � Ci4. NFPA '10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. PART OF THIS FILING IN F, OTHERWISE NOTED ., �` .•.'a `� 6. r`',!'''~'.'� C'1 � Q �1 -100 SCALE3/4" = I'-Ott ON 5. WALLS TO BE POURED CONCRETE OF SA :SIZE 5HOWN ON DRAWINGS, U.O.N. EXIST. .. GENERAL WIND PROTECTION CONNECTION NOTES: 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS EXIST. WINDOW DOOR EXIST. DOOR EXIST. INDOW 5 O _ ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RF-51PENTIAL UNTIL 151 TIER OF FRAMING 15 IN PLACE. � r CONSTRUCTION;55TM 10-99 AND 2015 550 HIGH WIND EDITION WOOD FRAME CONSTRUCTION '7. FOOTIN05 TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, EXIST. WINDOW FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED Q 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENINIS, DEVICES NOT SOLID WITH CONCRETE. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL OF N� r BE USED IN ACCORDANCE WITH MANUFAGTURER'5 RECOMMENDATIONS. 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED BION IN COASTAL 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE 5TREN6TH AT 28 ,n r:.�0�{\ 1 `� I., t; „ (`'� f Q"'I�s� PROJECT: DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION ` + AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. DAYS OF 4,000 P.5.1., U.O.N. 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 5TRUGTURAL PANELEXIST. 36" G WYD I R HIGH RAILING 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE II. GONG. 5LA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER r ;l l r IfI ; 1 •,. Y r AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. I E ;'�� AS-BUILT DECK 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. ^+ .rtP l�• EXIST. RAFTERS EXCEPT WHERE COLLAR TIES OF IXb OR 2X4 LUMBER 15 LOCATED _ IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH i'AIR OF RAFTERS. 13. BRICK VENEER TO BE ANCHORED WITH CORRO51ON RE515TANT TIES - WOOD FRAME 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. (I) WALL TIE PER (3) 50. FT. _ DECK 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY (5/4"xb" COMPOSITE DEGKIN6) F, 1250 VANSTON ROAD I6 WITHIN 4 OF EXTERIOR CORNERS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, __ - • a SILL PLATE TO THE FOUNDATION W TI ANCHOR $0165 HAVING A MIN. L LTB DIAMETER ANCHORED MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. DEGKIN6 i^' .i:',I . I,',.. "`' " , ,j ° 1" - CUTCHOGUE N.Y. 11935 1 . i ... "Ili ,1. . :,. OF I" AND 3"X3"X;�" WASHERS. A MINIMUM OF ONE ANGHOf2 BOLT SHALL BE 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. G': PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FROM FOOTING TO 2" ABOVE FINISH GRADE. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONGRETE/MA50NRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES ��„r,• T ' "-" r. _�..,,:.;_ . � ; -�:14-�;-,�;-���r,:�►vC:',•:ll DRAWING TITLE: OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/EN6INEER. NO ,IrliiK i'.`,I L. F,1r' iL-c. :i,.`:a1�L.E FOR AND AT SPACING NOT EXCEEDING 4 ON CENTER. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. r� IlaiJ C' C(11'i ,;" „J EF1F{'1FFI'� PLANS & ELEVATIONS 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY SITE PLAN ARCHITECT/ ENGINEER. K WITH ALL CODES OF 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LABW YORK 5 AND FOUNDATION WALLS AND 151-0 1 �'-811 NEW D W YORK STATE & TOWN CODES WHERE EVER APPLICABLE. AS REQUIRED ANDS 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PAGE: t. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4 THICK CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. GING: N y EXIST. RAMP DOWN EXIST. O SOUTHOL ,•,t<I� PAD X Q 1:20 SROPE DEGKIN6 to r:trtlOARD A-100 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO $E VERIFIED lu o •t �� AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x V' �,-211 26'-2" 4'-2"-14X TRUSTEES DEEP 3'-O" BELOW GRADE. N.Y.S. DATE: 10/11/18 1 OF 1 DEGfG FLAN SCALE: 1/4" = P-O"