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HomeMy WebLinkAbout41756-Z ���g11FF04�OGy� Town of Southold 8/14/2017 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39124 Date: 8/14/2017 THIS CERTIFIES that the building DECK Location of Property: 965 Old Orchard Ln., East Marion SCTM#: 473889 Sec/Block/Lot: 31.-7-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/16/2017 pursuant to which Building Permit No. 41756 dated 6/21/2017 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: REPAIR DECK AND DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Meshover Stephen Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED t ed Signature o�gUF TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o • 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#: 41756 Date: 6/21/2017 Permission is hereby granted to: Meshover Stephen Trust 8930 Della Scala Cir Orlando, FL 32836 To: repair existing deck and construct new deck addition to existing single-family dwelling as applied for. At premises located at: 965 Old Orchard Ln., East Marion SCTM #473889 Sec/Block/Lot# 31.-7-17 Pursuant to application dated 6/16/2017 and approved by the Building Inspector. To expire on 12/21/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $257.20 CO -ADDITION TO DWELLING $50.00 Total: $307.20 Bui ing nspector i i 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 Itopographic 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 9615 Inl.eD en-e-MP—D Oy-fr l' 0 r 1 i q 31 House No. Street Hamlet Owner or Owners of Property: 6 R 14 GN `lkoV C—IL Suffolk County Tax Map No 1000, Sectiofi� Block 0) Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A nt ignature pF SOU p�ycOUNi`I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) REMARKS: 6v ft DATE �� INSPECTOR FIELD lNSP4M0N PEvoRlr �'QUND,A�OTi,(1ST] � ROUGH YRAN2, N PLUMBI�'G ,— -----r— ,� INSULATION PBA N.YI • H STATE ENR(; Y Coln, I S u FINAL IJ I Y I z 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 DC.O.Application r UD Flood Permit Examined ,20 ` Single&Separate jum.. 16 2ov Storm-Water Assessment Form fContact: Nctmla Approved ,20=� IBMDING•IyEPT- (6 &1 1510-O S't.;' Disapproved a/c TONN OF SOUTHOLD P 1 K 05- C-l- ULA L-A-M QOU S Phone: Expiration, '201 BuiNui4asKector APPLICATION FOR BUILDING PERMIT Date ®6I l , 20 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. APPLI,CATION 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. f (Signature of applicant or name,if a corporation) 4q$ roaA �hO\tGLO U 5 u O F 2� (Mailing address.of applicant) 1`��t-tri LL C_ N y t 1"14-L/'131-' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Con cL cAp tr Name of owner of premises—SA-e-V keo Res kc o cr (As on the tax roll or-latest deed)- ' - If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) -" - Builders License No. �� �1` 6- t4 Plumbers License No. Electricians,License No. ,o,Other;-Trade`s License No. 1''; {kocati'oii d9latld:on!which proposed.work will be done: r r � . o JLC Q L E �y�{'a:r n 9S7 House Number Street ; �) Hamlet County Tax Map No. 1000 Sectioni, Block ! Lot 4a 17 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and,occupancy { b. Intended use;and occupancy 3. Nature of work(check which applicable):New Building on Alteration Repair Removal Dem91ition Other Wor Te (Description4. Estimated Cost 55° �` \ paid on filing this application) S�If dwelling, number of dwelling units Nljer ofdv ng�fnitn each floor If garage, number of cars i ty Ftry:u �'r '� If business, commercial or mixed occupancy, specify naturb and'•Irxvio ��n�t of each type of use. 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 �8S Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front Rear Depth 1 ` 10`Date of Purchase Name of Former Owner Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot,be re-grade87YES NO i/' Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 1,00'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 * 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 L� * IF YES, PROVIDE A COPY. STATE OF NEW YORK); COUNTY OF SS:�U�F 1 k, Nyk p CVcft R t�L./<y.'M L70 L s being duly sworn, deposes and says,that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 thajPfAbtt tv b*ER performed in the manner set forth in the application filed therewith. NOTARY PUBLIC,STATE OF NEW YORK NO,01DW6306900 Sworn to before me this QUALIFIED IN SUFFOLK COUNTY day of 20_jtqCOMMISSION EXPIRES JUNE 30,2 Notary Pu• _, - of Applicant Scott A. Russell ���°S��00 ATF O)1KA� WA.-T)E]R� SUPERVISOR .9 IMLA\N ASG IENUEN T SOU BOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOU-MOLD,NEW YORK 11971 �sy � Town ofSouthold CHAJPT ER 236 - STORMWA.rT.'ER MANA,GEMENrT'WORK SHEET (TO BE COMPLETED BY THE APPLICANT) ICHEcK ALL THAT APPLE : Yes No - F1 OA. CIearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface_ ®&B. Excavation or filling involving more than 200 cubic yards of material �vvithiri any parcel or any contiguous area. ❑[O'O'C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. n 9,-D- Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑C'A'E. Site preparation within the one-hundred-year floodplain as depicted on.-FIRM Map of any watercourse.. ®B"*F. installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. E�and answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ure, Contact Information, Date & County Tax Map Number' Chapter 236 does not apply to your project. answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan ompleted Check list Form to the Building Departmeni-�your Building Permit Application. - S.C.TN. 1000 D't" APPLICANT- (Property Owner,Design Profle�ssionaJnn-A��gentnn,Contractor,Other) Dbtrid 1 NAME ,��Sfr<-/T 1', I��U S 6n! - o Block Lot t t �—t -� 1 s4 r t ti �A n t-7R BIttLDJNG DEPAR_7:NIENT . L >1-1 Contact]nformanorr 4 L45 (Lo lk� "0 —� (LB ish Reviewed By. Ag ww%ff� Date it 10 r 17 Property Address / Location of Construction Work- Approved — — — — — — — — — — — — — — Q � Approved for proce»tng Budding Permit. b5 ®(_® ®� .Q Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — �f X1.1©ma y 1 q_ E Sio,rri water Pna tage„e„: Cert:cl P:�n !Fcr..ard to ,.ee..0 FORM - SMCP - TOS MY 20tH NCCPR-1 OP ID:JK Al CVRD ATE(MM/DD/YYYY) D CERTIFICATE OF LIABILITY INSURANCE 06/13/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAME: Anthony Pomlla L.P.L.Risk Management Ltd. PHONE 631-676-7020 FAX 631-676-7030 148-2 Remington Blvd AIC No E:t ac No Ronkonkoma,NY 11779 E-MAIL Anthony Pomlla ADDRESS' INSURER(S)AFFORDING COVERAGE NAIC# INSURER A•Utica First Insurance Company INSURED NCC Prime Construction Inc INSURER B: 909 3rd ave Franklin Square,NY 11010 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS 1POLICY EXP �TR TYPE OF INSURANCE INSD ADDL WVDR POLICY NUMBER MMIDDY� MM DD//YYYY LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE OCCUR ART509516600 01/26/2017 01/26/2018 PREMISES Ea occurrence $ 50,00 X Business Owners MED EXP(Any one person) $ 5,00 PERSONAL BADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY JECOT- LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE P $ AUTOS er a..,gI L $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below I I I E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) As pertains to insured's operation. CERTIFICATE HOLDER CANCELLATION SOUTHOL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN THE TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPT. 53095 MAIN RD. AUTHORIZED REPRESENTATIVE SOUTHOLD, NY 11971 O—X& PSL& I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD LAT ARI=A 23.746 SO ,FT. NOW OR FORMERLY RICHARD do MARY LOU MANFREDI 21 c4i S 2736'10"E 100.00' sa a c; o U' Z cLL zo C) N N a EF 0 d" Es NLAJ Lj- C, tL N Q m K r O Or O C O ¢ i 3 repair J � b wd landing & w/steps �5.0' v 0) 22 5' f1 O t 22 1' N 62.0' t9.5 1 1/2 STY N FR DWELL I GAR N N Z 40.0' 22.0- 17J7 d u.5b w C706269 oich ° tv in Y w F u l m I _ �o I CC �r Q `D a l n I N 2736'70'W Z FD NON Mo 423.61 = ho -� S' 2r21'20'� c� 612.48 N 2736'10"W 110.00' -11 MON r- - �o n OLD ORCHARD LANE �`' ra N _I NOTE: CESSPOOL, SEPTIC TANK & WATER -G SERVICE LOCATIONS BY OTHERS. 1-21=2005 FINAL SURVEY THE COME ICE OF R09 OF MYS AND OR Tars 11-01-2004 REVISED SANITARY SYSTEM OF RECORD.s•An,NOT S1OM AM NOT T:NARENIEm 10-5-2004,FOUNDATION LOCATION THE OFFSETS(OR MMEH901S)SHMM If]M FROM THE STRUCTURES TO THE ' PROPERTY uNES ARE FOR AD U�AN0 THERERM '�NOT JOB No. 04-343 FILE No. GARDINERS BAY ESTATES INIDIOFD ro DUIDE'tl/E ETTELRTON Oi FFMC®,RETAWNO•Ail$mom P�TiOS, ' I-INO AaFAs• %D;L ro UTn&DINOS OR ANY OTHER COTISIRUCTION UNA THORIDD WlikATION OR ADOITION TO THIS SURVEY R A VIOIATIDN OF SECTON SURVEYED FOR ' 7m OF THE NEW ware sTAE EDINSNTON Lm LOT NUMBER 182 _ MAP OF GARDINERS BAY ESTATES'SEC. 3 ouARANTEts INDIGIM HERON SHAL RUN ONLY-TO THE pERSON FOR TMDM THE SIRYEY M PRE1*M3,AND ON HIS M3-KF To THE Tma OOMFNYY,GOVERNORAL SITUATED AT EAST MARION ACENCY AND LEID W INSTITUTION USED HE EW,AID TO THE ASSX ES OF THE UNONIO 11`4.Tn1UnO1C OINRANIEES ARE NOT mvrsFEP",TO AODRIOFNL Perminos TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT O71'IE7l5. CORES OF THIS SURVEY EMP Nor WARM THE UNO SURVE`10R%INNER iM OR SCALE 1" = 40' DATE 9-1-2004 EMEDSSED SFA&SHKL NOT K CiXODEAED TO BE,A WUD TRUE COPY. CERTIFIED ONLY TO- FILED MAP No 5083 DATE 4-24-1968' - ' TAX MAP,No (REF ONLY)1000-31-7-17 DISK 2004 HAROLD F. TRANCHON JR. P.0 LAND SURVEYOR P.O. BOX 616 ���.-.a.l �n. . ( •- 1866 WADING RIVER-MANOR RD. WADING RIVER, N.Y. LIC No. 048992 NEW YORK, 11792 HAROLD F. TRANC40N JR. PENN. LIC. No.2115-E 631-929-4695 r l nod 7- GENERAL AND CONSTRUCTION NOTES AS APPLICABLE AAPPRD AS NOTED I. ALL WORK SHALL CONFORM TO THE "NYS 2016 RESIDENTIAL UNIFORM BUILDING CODE". DATB.P.#THESE PLANS NAVE BEEN DESIGNED IN ACCORDANCE WITH THE NAILING SCHEDULE FEE: BY: AMERICAN FOREST AND PAPER ASSOCIATION (AF�PA), 2015 WOOD FRAME 2015 INTERNATIONAL RESIDENTIAL CODE NOTIFY BUILDING DEPARTMtrf AT CONSTRUCTION MANUAL FOR ONE AND TWO-TWO FAMILY DWELLINGS ONE t TWO-FAMILY DWELLINGS 765-1802 8 A TO 4 P FOR THE 2. ALL CONCRETE TO BE CONTROLLED STONE CONCRETE HAVING A MINIMUM NUMBER OF FOLLOWING INSPECTIONS: COMPRESSIVE STRENGTH OF 3500 PSI @28 DAYS. JOINT DESCRIPTION COMMON NAILS NAIL SPACING 1. FOUNDATION - TWO REQUIRED CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENET SHALL NOT BE LESS ROOF FRAMING FOR POURED CONCRETE THAN 5 PERCENT OR MORE THAN 7 PERCENT. RR TO TOP PLATE 3-8d PER RAFTER 2. ROUGH - FRAMING & PLUMBING3. INSULATION 3. THE BOTTOM OF ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING CJ TO Too Plate - 4. FINAL - CONaTRUCTION MUST J TO PARALLEL RAFTER 6-16d EACH LAP A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT. J OVER PARTITION 6-I6d EACH LAP BE COMPLETE FOR C.O. COLLAR TIE To RR 2ad PER TIE ALL CONSTRUCTION SHALL MEET THE - 4. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING REQUIREMENTS OFTHECODESOFNEW THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL BLOCKING TO RR -adEACH- N ID YORK STATE. NOT RESPONSIBLE FOR RIM BOARDo -8d EACH ND DESIGN OR CONSTRUCTION ERRORS. NEW YORK STATE AND/OR LOCAL CODES. WALL FRAMING S. FRAMING LUMBER SHALL BE STRESS RATED DOUGLAS FIR @ Fb=825 PSI TOP PLATE TO TOP PLATE -16d PER FOOT 4 E=1.2XE6 UNLESS OTHERWISE NOTED. TOP PLATES @ INTERSECTION 4- 6d JOINTS -EACH SIDE STUD TOS U -f 6d 24" OC G. HEADERS AND TRIMMERS ARE TO BE DOUBLED AS REQUIRED. DOUBLE ALL HEADER TO HEADER I6d IG" OC OF FJ UNDER PARTITIONS PARALLEL TO THE F.J. TOP OR BTM PLATE TO STUD 2-16d PER STUD COMPLY WITH ALL CODES 7. ALL WINDOWS TO BE HIGH PERFORMANCE GLAZING "U"=.335 MAX. BTM PLATE O FJ J EJ -I6d R FOOT NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF FLOOR FRAMING ENTRANCE DOORS TO HAVE A CERTIFIED "U" VALUE OF .40 MAX. JOIST TO SILL OP PLATE OR GRDR 4-8d PER JOIST 5. ANY REMEDIAL WORK TO BRING EXISTING CONDITIONS TO CODE 15 THE RESPONSIBILITY BRIDGING O JOIST 2-13d EACH END rriY r ilu OF THE HOMEOWNER. BLOCKING TO JOIST 2-8d EACH END S ,• BLOCKING TO SILL OR TOP PLATE3-I6d EACH BLOCK _TEES q. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO PROJECT LEDGERS I O EAN 3-I6d EACH JOIST COMMENCEMENT. JOIST ON LEDGER TO BEAM 3-8d PER JOIST 10. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER BAND JOIST TO JOIST 3-IGd PER JOIST BAND JOIST TO SILL ORT PPLATE -16d PER FOO AS REQUIRED BY COUNTY HEALTH DEPT., LOCAL BUILDING DEPT ROOF SHEATHING $ OTHER AGENCIES HAVING JURISTICTION. 4" OC @ GABLE END WALL RAKE II. JOIST HANGERS, ETC. TO BE "TECO" OR EQUAL FOR ALL FLUSH 6" OC EDGES OCCUPANCY OR12" OC FIELD STRUCTURAL CONNECTIONS. STRUCTURAL PANELS ad CEILING SHEATHING USE IS UNLAWFUL 12. ALL WINDOWS AND DOOR OPENINGS, UNLESS OTHERWISE INDICATED, SHALL HAVE GYPSUM WALL BOARD I 5d coolers V E / 10" FIELD WALL SHEATHING WITHOUT CERTIFICATE STUDS DOUBLED ON JAMBS. 6" OC EDGES 13. ANCHOR BOLTS: SEE TABLE STRUCTURAL PANELS ad 12 OC FIELD OF OCCUPANCY GYPSUM WALL BOARD 5d coolers 7" EDGE / 10" FIELD 14. ANY VARIANCE OR SPECIAL EXCEPTION REQUIRED FOR THE CONSTRUCTION 6" OC EDGES ACCORDING TO THESE PLANS IS THE SOLE RESPONSIBILITY OF THE OWNER. PARTICLEBOARD PANELS ad 12" OC FIELD FLOOR SNEATWNG RETAIN STORM WATER RUNOFF 15. ALL STRUCTURAL STEEL TO BE A-36 FABRICATED AND ERECTED ACCORDING STRUCTURAL PANELS I" OR LESS Sd G" EDGE / 12" FIELD PURSUANT TO CHAPTER 236 TO THE A.I.S.C. CODE. OF THE TOWN CODE. 16. ALL WORK SHALL CONFORM TO NEW YORK STATE BUILDING CONSTRUCTION CODE, THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE AND ALL 2015 IRC DESIGN LOADS LOCAL CODES, RULES, REGULATIONS AND ZONING LAWS. TABLE 8301.5 17. IF DURING THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH LIVE LOAD DEAD LOAD ALLOWABLE DEFLECTION DISAGREES OR CONFLICTS WITH WHAT IS INDICATED ON THESE DRAWINGS ATTIC NO STORAGE 10.0 psf 10.0 psf L/360 AND SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY ATTIC STORAGE 20.0 psf 10.0 psf L/360 THE ENGINEER. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE BALCONIES 40.0 psf 10.0 psf L/240 AND CONTINUE WITH THE IMIORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE OF. GUARDS t RAILS 200.0 psf L/240 18. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL LIVING AREAS 40.0 psf 10.0 psf L/360 REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH SLEEPING AREAS 30.0 psf 10.0 psf L/360 THEY ARE MADE IS EXECUTED OR NOT, THEY ARE NOT TO BE USED ON ANY STAIRS 40.0 psf 10.0 psf L/360 OTHER PROJECTS OR SITES OR EXTENSIONS AND EXPANSIONS TO THIS PROJECT WALL 10.0 psf L/180 EXCEPT BY WRITTEN AGREEMENT ALONG WITH APPROPRIATE COMPENSATION SNOW 20 GSL 10.0 psf TO THIS ENGINEER. WIND 120 mph CLASS B Iq. ENGINEER HAS NOT BEEN RETAINED FOR ON SITE INSPECTION OR OBSERVATION OF CONSTRUCTION. 20. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE PERFORMANCE OF THEIR WORK, AND SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF ANY CONTRACTOR TO CARRY OUT WORK IN ACCORDANCE WITH HIS CONTRACT WITH THE OWNER, AND IN ACCORDANCE TABLE R301.2(1) i WITH THESE PLANS AND SPECIFICATIONS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 21. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, GROUND WIND TOPO SPECIAL WIND-BORNE SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN I ORDINANCES, REGULATIONS AND ORDERS OF ANY PUBLIC AUTHORITY BEARING SNOW WFCM EFFECTS WIND DEBRIE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL ON THE PERFORMANCE OF THE WORK INDICATED ON THE DRAWING. LOAD SPEED (mph) REGION ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP F° READ HAZARDS INDEX TEMP F' 20 GSL 140 MPH NO NO NO B SEVERE 3'-0" MOD-HVY II REQUIRED NO 452 52.7 22. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. (N.T.S.) )E N V 23. IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS / = ACTING UNDER DIRECTION OF THE LICENSED ENGINEER TO ALTER THESE PLANS IN ANY WAY. 24. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 1/2" THK TAPE AND SPACKLED, THREE COATS \��P�OF E 25. ALL FLASHING SHALL BE ALUNJNUN. " PROFESSIONAL ENGINEER Firm Name and Address Project Name and Address Project Sheet �F THE ST � I�IESNOUEI� RESIDENCE�P TRE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY TRE ENGINEER FOR THIS PROJECT N" / 5 O IL D ORCHARD R C H A R D L A N E ARE INSTRUMENTS OF THE ENGINEER'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND THE awt�o� I(� a o li z ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL REATIN ALL COMMONLAW, o STATUTORY AND OTHER RESERVED RIGHTS INCLUDING COPYRIGHT. THE ENGINEER'S DRAWINGS, ENGIINEERI�,''G - DF-SlIG d - DM��NG M �I 1 1 q q Date r SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER ARCM f1�CVLDAL/FJI�CI AP�ICAL/PLECICAL EAST I f 101 V N Y I I I I A - 1 PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS JUNE 121 2017 COMMERCIAL/MILITARY NYSPE RICMAROERERT 71 TALLMADGE TRAIL (631045'6-1G3@ (PROPOSED REAR DECK) Scale MILLER PLACE, N.Y. 11764 No. Revision/Issue Date 1/4"=1'-0" NOTE: 2n XIOn CCA LDGR ALL WORK SHALL CONFORM TO THE "NYS 2016 UNIFORM CODE SUPPLEMENT". THESE PLANS HAVE BEEN DESIGNED IN W/ GALV ACCORDANCE WITH THE 2015 IRC t THE AMERICAN WOOD COUNCIL 2015 WFCM FOR ONE AND TWO FAMILY DWELLINGS Decking LAG BOLTS (tYP•) LU @32" OC 36" NIGH Uses sps 1�<'x1�f�' VINYL STRUCTURAL POSTS screvrs(included) 251-011 5„X�„ COMPOSITE4x4 post 4 COMPOSITE RAILING min.(typ) z COI”IPOSITE I^1/ BALUSTERS DECKING @4" SPACING '-o � — 4"X4" ACQ POST z 412" P.CONC FTG ~ i - D EXST 2 2"X10" ACQ GRDR 3'-0" DEEP MIN W diameter HDG ( )- O Z 2x9 h,1in. tX I — machine bolts or (3 PL TY P) threaded rods with Standard cut washer O — nuts and washers required heWeen LINE OF O o 1'_011 I D (Simpson nut and seat EXST DECK Q - _ _ _ _ _ _ _ _ _ _ 2'1 Of ACQ DJ @16" OC RF844x7HDG) (provided) ifO LL X � X_N — — ,1 — GALV NTL TIE (2)-2"XIO" I j o _ EXST _ 1 (2)-2 Xi0 ACQ GRDR i @IGII OC ACQ GRDR �� GRADE GUARDRAIL POST I � II II � z (2)-2 XIO ACQ GRDR I I o Q - GALV _1ST o z ATTAC�'---1NENT -LINE OF c1- z �HNGRS _1 PROPOSED - @I0" OC `�I N.T.S. II II � DEC � W �t IIX�II ALUf I Z ELSHING `F 412" I—Cco I ACQ POST X N N 2"X10 ACQ LDGER I GALV I"ITL W/(PI/2" LAG BOLTS @32" OC CAP BASE VP.CONC PIER ° DECK SECTION 11411=1'—011 °° ° EXISTING ° ° I° ° EXTERIOR SHEATHING SIMPSON BASET"TENT IDING STRONG—TIE AC r—ALUM 11Z" FLASHING IS TUCKED UNDERNEATH SIDING SIMPSON STRONG—TIE H I BENT OVER TOP EDGE OF LEDGER BOARD. OI IPOSITE DECKING JOIST AND POST CONNECTIONS I/2" LAG SCREW EXTEND INTO N.T.S. PROPOSED PIER PLAN ° ACQ DJ HOUSE FRAMING MEMBERS 11411=11-011 (AS NOTED) •° SIMPSON STRONG TIE JOIST ° PBS44 @ EA POST EDGER (AS NOTED) NEW 3(c" NIGH RAILINGS: ' ' '°'" ALV MTL JOIST HANGER 'N-p W/ GUARDS � •�. • it '' . � 'II REMOVE SIDING TO EXPOSE SHEATHING 25'-011 WHICH WILL NOT .,.°_. FOR ATTACHING LEDGER DECK POST �'�`� P Dr ALLOW PASSAGE OF A 04" SPHERE UPLIFT CONNECTION G 9� PER 2015 IRC (TYP) j DECK PORCH LEDGER CONNECTION N.T.S. A NTS � PR 2 ,a����� • D OfESStJ� EXST DECK STRUCTURE EXST DECK TO RENAIN TO REr 1IAN (APPROX 4211 A.G.) o NEW 5/4"X6" COMPOSITE DECKING I1 I � 5/4"X6" COMPOSITE DECKING ® R EI"IOV E LJ VE EXST RAILING I EXST DECK r, 7 n NEW DECK (APPROX 42" A.G.) EXISTING 60665LDR 10'-1011 I A EXISTING EXISTING EXISTING DEN KITCHEN LNDRY PROPOSED DECK PLAN GRADE- 114"=If-Oil PROPOSED REAR ELEVATION 1/4"=I'-0" PROFESSIONAL ENGINEER Firm Name and Address Project Name and Address Project Sheet F THE ST N L L-�.� (IESNOVER RESIDENCE � q THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEER FOR THIS PROJECT / D ORCHARD N ARE INSTRUMENTS OF THE ENGINEER'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND THE ° � G d a II z ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL REATIN ALL COP'MONLAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING COPYRIGHT. THE ENGINEER'S DRAWINGS, ENGINEERING _ DESIGN _ DMFnNG M Q Y Date SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER ARCHI ECTUAI-IMECHIAKOICAIJELECTRICAL EAST I I A I \ ION NY 1 I q 3 1 PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS COIVMERCIAUMILITARY / JUNE 121 2017 NYSPE RICMAROERER4 71 TALLMADGE TRAIL (631)476-1630 (PROPOSED REAR DECK) Scate 11411=11-011No. Revision/Issue Date MILLER PLACE, N.Y. 11764