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HomeMy WebLinkAbout49186-Z o�SUFFocK�, TOWN,OF SOUTHOLD Gyp BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oy�o• �ao� 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#: 49186 Date: 5/1/2023 Permission is hereby granted to: Cappa, Ronald 390 Parkway Southold, NY 11971 To: Construct additions and alterations to existing single-family dwelling as applied for. Replaces BP #47182. At premises located at: V010 N61- 04 L- joule, 390 Park Way, Southold _ SCTM #473889 Sec/Block/Lot# 70.40-39 Pursuant to application dated 5/1/2023 and approved by the Building Inspector. To expire on 10/30/2024. Fees: PERMIT RENEWAL $383.20 Total: $383.20 Building Inspector �soEF i��o TOWN OF SOUTHOLD moo ay BUILDING DEPARTMENT y x. TOWN CLERK'S OFFICE "oy . SOUTHOLD, NY �ol �t 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#: 47182 Date: 12/6/2021 Permission is hereby granted to: Cappa, Ronald 390 Parkway Southold, NY 11971 To: Construct additions and alterations to existing single-family dwelling as applied for. Replaces BP#44834. At premises located at: 390 Park Way, Southold SCTM # 473889 Sec/Block/Lot# 70.-10-39 Pursuant to application dated 12/6/2021 and approved by the Building Inspector. To expire on 6/7/2023. Fees: PERMIT RENEWAL $383.20 Total: $3 83.20 Building Inspector r� TOWN OF SOUTHOLD �o�guFFO��coGy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo . 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#: 44834 Date: 6/4/2020 Permission is hereby granted to: Cappa, Ronald 390 Parkway Southold, NY 11971 To: Construct additions and alterations to existing single-family dwelling as applied for. Replaces BP#43228. At premises located at: 390 Park Way, Southold SCTM #473889 Sec/Block/Lot# 70.-10-39 Pursuant to application dated 6/4/2020 and approved by the Building Inspector. To expire on 12/4/2021. Fees: PERMIT RENEWAL $383.08 Total: $3 83.08 F Building Inspector o�gUFFnI,��o 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#: 43228 Date. 11/16/2018 Permission is hereby.granted.to: Cappa, Ronald 390 Parkway Southold, NY 11971 To: construct additions.and alterations to existing single-family dwelling as applied for. At premises located at: 390 Park Way, Southold SCTM # 473889 Sec/Block/Lot# 70.-10-39 Pursuant to application dated 11/9/2018 and approved by the Building Inspector. 'To expire on 5/17/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $333.20 CO -ADDITION TO DWELLING $50.00 Total: $383.20 .Y 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. —New Construction: AAA,1 i uT Old or.Pre-existing Building: (check one) — Location of Property: House No. /� Street Hamlet —Owner or Owners of Property: " k r� ?AL� Oft?P 4 Suffolk County Tax Map No 1000, Section 1-/?2 S 1R ! Block 70 — 1 0 -- Lot y� Subdivision Filed Map. Lot: Permit No. L r �Date�offermit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Certificate: y check one Request for: Temporary ''Certificate Final C ( ) Fee Submitted: $ O lJ� Applicant Sigrre FIELD INSPECTION REPORT DATE COMMENTS ' - b -D FOUNDATION(1ST) pp H .................................... 'FOUNDATION (2ND) O ROUGH FRAMING& PLUMBING7Z k k_/z d INSULATION PER N.Y. y STATE ENERGY CODE FINAL Idlolvw ADDITIONAL COMMENTS I), - 1 C� oS - - re o o r0� -23 ;d q 3 . 20 rern v d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL rl3oard-ofalth SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Ala -$=ii approval- FAX: (631) 765-9502 /�? Survey South oldtownny.gov PERMIT NO. c�J .�- Check .Sep4c-Form _Trustees C.O.Application Examined Flood Permit ;20 - Single-&Separate Tmss'identification Form -Raiff-Water Assessment Form I (� Contact: ©wA 1.�. �' t�tht Approved l 20 Mail`to:' Disapproved a/c 3 9 � 7 Znsin JPhone: iv51 "33 ) ^Expiration 20 [� r�CIEDIVE B or PLICATION FOR.BUILDM PERMIT NOV - 92018 Date l.I l , 20 BUILDING DEPT. INSTRUCTIONS, TOWN OF SOUTRO%D a. This application MUST e 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 ' 4-not be'commeheed-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 3hal l be kept on the premises available for inspection throughoufthe 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.Oceupancy. 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,Buiiding!Department for tho issuance-Qf a Building Permit pursuant to the Building Zone Ordinance of the Town of Soufhold,'Suffolk County,New York, and other applicable Laws,"Ordinances or 1. 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. (Signatu�ofplicant or name,�ifarporation) (Mailing addre s of applicant] State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder - C2w6-1 -e..� Name of owner-of premises '��,A,�1,� ilk,,� S�► 2,�p.,s. �✓a-�7 (As on-the taxioll:or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) 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:_snt . House Number treet Hamlet County Tax Map No. 1000 Section Block Lot i 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and-occupancy i b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost. D, �- s Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units . Number of dwelling units 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 �3 8. Dimensions of entire new construction: Front Rear •'��=- Height Number of dories': • 9. Size of lot: Front Rear Depth 10. Date of Purchase ti " I' — IS- Name of Former Owner 11. 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-graded? YES NO.A-'Will excess fill bexemoved.from premises? YE NO 14. Names of Owner df premises eR0 w A L1 CPA Address 3 0 A� k1 u-k�, Phone.No. 631'-3.3.1-9 0 3C7 Name,of-Architect Address. _ Phone No Name of Contractor Na Cvti i c� ��a��. Address Phone-No. As o-r 15 a. Is this property within 100 feet of a tidal wetland or a freshwatervetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'&D.E:C•:'PERNffTS-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 * IF YES, PROVIDE A COPY. STATE OF.NEW YORK). - SS: COUNTY OFF being duly sworn, deposes and-says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH Notary Public,State of New York (S)He is the No.01 BU6185050 1PIMed.in 94911;Gal lilt, (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14, of said owner or owners, and is duly authorized to perform or have.performed the said work and to make and'frle 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 tiled therewith. Sworn to before me this n , day ofN 20LiK- Notary Public Signa a of Applicant i Scott A. Russell ,��°Su '� STO]KIAWA\T]ER, SUPERVISOR ( . �T � z I��1[A\lam A\ G•)EI��][]E� SOUTHOLD TOWN HALL-P.O.Box 1179 u" 53095 Main Road-SOUTHOLD,NEW YORx 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES `d'lH[IIS PROJECT INVOLVE ANY OF THE FOLLOWING: i (CHECK ALL THAT APPLY) Yes .No ❑[g A. Clearing, 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 within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Ef D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i- erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑RI 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. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. �`: 1000 ate n/�!�/�. District J NAME: t-)'A' LL t CA r 1'�-` - �tion Bok 3 /! —/ FOR BUILDING DEPAR-rmENT USE ONLY " Contact Information 63 r - 331 30 .Tdcph­N bmOcrtJf Reviewed By: - - — — — — — — — — — — — — — — — — Date: v! Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — �© Approved for processing Building Permit. Aril.K ,—A — — Stormwater Management Control Plan Not Required. o �j J /`moo�q. ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Dep@rtment for Review.) FORM # SMCP-TOS MAY 2014 Town Hall Annex �� = Telephone(631)765-1802 54375 Main Road �" Fax(631)765-9502 P. O. Box 1179 _ Southold, NY 11971-0959 g • y pt- BM LDIN-G—DE-PARTM•ENT.. ---. _ ....- ... .--_.. --- --" NOTIJOW OF UTILIZATION OF TRUSS::TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/_OR -IiMBER CONSTRUCTION s ` Date: ` l Owner:,.:; L NITA,- . Locatiot:ci :Property: ��2� ►-�'L Please'.take notice that 'a e1ine,): �. . New commercF;.t tt°`resid.�rttlai` tructure 'Addition to:eic"�s i'r' i Comm llbial or°residential struO re Ad a'. r f habilita#ipn •An existing cot imercial or reside tt ait tructWre::-'. ' ,...�„ _ �.per to be construcec#` formed at the subject property reference above.witt: lie (check applicable..)tie}: Truss'tyRe ari. I.ruction (TT) C Pre-engifiedle 'Wbq-j-'coR4truction (PW). . : Timber construdticO,:(TC);' < . in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor.and roof framing,(FR) - Signatura Name (person submitting this form): - Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 61 DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 1/21 -The construction type STROKE designation shall be ccl�s� ccll��� ccl.11°7� ccIV11o.r ccVs� to indicate the construction classification of the structure under DESIGNATION 'FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION "Fly FLOOR FRAMING, INCLUDING w GIRDERS AND BEAMS ��R77 ROOF FRAMING I� "F �a R FLOOR AND ROOF FRAMING STANDARDS AND CODES LOT AREA = 19,800 SQ. FT. 16-98 PINE NECK ROAn 16-101 16-177 arc.=44.0' 0 o 00 LOT NUMBER 1 .r\ S 83° 14'10"E 120.00' fence fr sheds 0.4'E� 0.1'N u^1_0'N MON I o 5.N 0.7'N FD vy MON O O I 22.0' O O LC) Lf) O CO 6' o o LL Q I pole AlLbreezeway masonnc driveway W patiomencl � C 14.6'�- w 3 _1 Q__ c o CV ce J N w O I o In o masonry ec stoop O 28.2' � 34.4' O z w o I o L0 LO I-0 Ln a- I �r C0 metal shed O O 7.3 10'x 10' O ' Z I (n � fence pole o FD M 1.1'E chain link fence FC MON 10.5'E 0.4'S o.o's N 83° 14 10 W 120.00, LOT NUMBER 3 7-7-2016 FINAL SURVEY 5-6-2016 LOCATED GARAGE FOUNDATION 5-2-2016 STAKED PROPOSE GARAGE THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT SOB No. 14-39 FILE No. SOUTHWOOD INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDI MI TO BUILDINGS OR ANY OTHER CC . SURVEYED FOR RONALD & SUZANNE CAPPA UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 2 7209 OF THE NEW YORK STATE EDUCATION LAW. MAP OF SOUTHWOOD GUARANTEES INDICATED HEREON SHALL RUN ONLY TO,THE PERSON FOR WHOM THE SJRVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT SOUTHOLD AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF.THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTTRITIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR' SCALE 1" = 30' DATE 3-17-2014 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. 2141 DATE 1 1-24-1953 CERTIFIED ONLY T0: TAX MAP No. (REF ONLY) 1000-70-10-39 DISK 2014 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 f F� 1866 WADING RIVER-MANOR RD. WADING RIVER, -( NEW YORK, 11792 Y. LIC. No. 048992 631-929' 4695 HA OLD F. TRANCHON JR. PENN. LIC. No. 2115-E I -- GE- NEPAI.___ AND CONSTRUCTION NOTES AS APPLICABLE APPROVED AS NOTED I. ALL WORK SHALL CONFORM TO THE "NYS 2016 RESIDENTIAL UNIFORM BUILDING CODE". DATE: B.P.# 3 THESE PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE TABLE 3.1 NAILING SCHEDULE NO(°45'50"E 1(05 .00 AMERICAN FOREST AND PAPER ASSOCIATION (AFtPA), 2015 WOOD FRAME IAW WOOD FRAME CONSTRUCTION MANUAL (WFCM) FEE: 3. gy. AT MANUAL FOR ONE AND TWO-TWO FAMILY DWELLINGS ONE t TWO-FAMILY DWELLINGS, 2015 NOTIFY B8ILDI G DEPA4NT 4 PM FOR THE OCCUPANCY OR O 2. ALL CONCRETE TO BE CONTROLLED STONE CONCRETE HAVING A MINIMUM NUMBER OF FOLLOWING INSPECTIONS: LO COMPRESSIVE STRENGTH OF 3500 PSI @28 DAYS. JOINT DESCRIPTION COMMON NAILS NAIL SPACING1. FOUNDATION - TW` REQUIRED USE IS UNLAWFUL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENET SHALL NOT BE LESS ROOF FRAMING FOR POURED CONCRETE EXST THAN 5 PERCENT OR MORE THAN 7 PERCENT. O A 3-8d PE RAFTER 2. ROUGH - FRAMING & PLUMBING WITHOUT CERTIFICATE O oN GARAGE 3. THE BOTTOM OF ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING CJ o late - 3. INSULATION �' �' N 14.7 O J TO PARALLEL RAFTER 6-16d EACH LAP 4. FINAL - CONSTRUCTION MUST OF OCCUPANCY o L o A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT. J OVER PARTITION 6-16d EACH LAP BE COMPLETE FOR C.O. 4. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING COLLAR TI E TO FIR 2-8d PER TIEALL CONSTRUCTION SHALL MEET THE 30.0 THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL BLOCKING O RR 2-8d EACH END REQUIREMENTS OF THE CODES OF NEW RIM AR To R -8d ACH END YORK STATE. NOT RESPONSIBLE FOR NEW YORK STATE AND/OR LOCAL CODES. WALL FRAMING DESIGN OR CONSTRUCTION ERRORS. 5. FRAMING LUMBER SHALL BE STRESS RATED DOUGLAS FIR @ Fb=825 PSI TOP PLATE TO OP PLATE 2-16d PER 00 nF t E=1.2XE6 UNLESS OTHERWISE NOTED. O INTERSECTION -I6 JOIN -"A H SI sru o sruD 2-16d 24 OC DE COMPLY WITH ALL CODES OF 6. HEADERS AND TRIMMERS ARE TO BE DOUBLED AS REQUIRED. DOUBLE ALL HEADER O HEADER 16d 16, OC NEW REQUYORKIRED STATE & TOWN CODES PROPOSED AS REQUIRED AND CONDITIONS OF 42.2 GARAGE FJ UNDER PARTITIONS PARALLEL TO THE F.J. OP OR BTM PLATE TO 5TUD 2-16d PER STUD ELECTRICAL ADDTN 7_ ALL WINDOWS TO BE HIGH PERFORMANCE GLAZING "U"=.335 MAX. BTM PLATE TO FJ BJ EJ -16d PER FOOTy 814SPECTlOM REOUIREO FLOOR FRAMING ENTRANCE DOORS TO HAVE A CERTIFIED "U" VALUE OF .40 MAX. JOIST TO SILL TOP PLATE OR GRDR 4-8d PER JOIST i I 0 A R D 8. ANY REMEDIAL WORK TO BRING EXISTING CONDITIONS TO CODE IS THE RESPONSIBILITY BRIDGING TO JOIST -8d EACH END - EXST I STY II.B ly OF THE HOMEOWNER. BLOCKINGO J015 -8d N N c DWELLING o BLOCKING SILL OR TOP PLATE -16d EACH BLOCK 9. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO PROJECT LEDGER STRIP TO 13EAN 3-I6d EACH JOIST COMMENCEMENT. JOTS ON LEDGER O BEAM 3-8d J015 53 28.7 bd PER JOIST " 42.2 12.4 m 16.0 0 10. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER BAN JOIST To JOIST 3-I - AN JOIST I OR TOP PLATE 2-1od PER FOOT9 - - AS REQUIRED BY COUNTY HEALTH DEPT., LOCAL BUILDING DEPT ROOF SHEATHING RETAIN STORM WATER RUNOFF �C t OTHER AGENCIES HAVING JURISTICTION. 4'OC P GABLE END WALL RAKE PURSUANT TO CHAPTER 236 Fire separationrn 11. JOIST HANGERS, ETC. TO BE "TECO" OR EQUAL FOR ALL FLUSH 6'"OC EDGES OF THE TOWN CODE.,,- co � Lo STRUCTURAL PANELS 8d 12 OC FIELD required as per z m m d) STRUCTURAL CONNECTIONS. CEILING SHEATHING NYS Code z 12. ALL WINDOWS AND DOOR OPENINGS, UNLESS OTHERWISE INDICATED, SHALL HAVE GYPSUM WALL BOARD I 5d coolers 7" EDGE / 10" FIELD WALL SHEATHING STUDS DOUBLED ON JAMBS. 6" OC EDGES All exterior lighting 13. ANCHOR BOLTS: SEE TABLE STRUCTURAL PANE S 8d 12" OC FIELD installed,replaced or S0(0°45'50"W 1(05 .00 GYPSUM WALL BOARD 5d coolers 7' E / 10" FIELD repaired shall conform 14. ANY VARIANCE OR SPECIAL EXCEPTION REQUIRED FOR THE CONSTRUCTION 6"I'OC EDGES to Chapter 172 ACCORDING TO THESE PLANS IS THE SOLE RESPONSIBILITY OF THE OWNER. PARTICLEBOARDPANELS 12 OC FIELD PARK WAY FLOOR SHEATHING of the Town Code 15. ALL STRUCTURAL STEEL TO BE A-36 FABRICATED AND ERECTED ACCORDING STRUCTURAL PANELS I' OR LESS) 8d IV EDGE / 12" FIELD TO THE A.I.S.C. CODE. PLOT PLAN 16. ALL WORK SHALL CONFORM TO NEW YORK STATE BUILDING CONSTRUCTION CODE THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE AND ALL DESIGN LOADS IAW 1"=20' N LOCAL CODES, RULES, REGULATIONS AND ZONING LAWS. WOOD FRAME CONSTRUCTION MANUAL (WFC1) z DO NOT PROCEED WITH ONE rk TWO-FAMILY DWELLINGS 2015 ' FRAfv,11;vG UNTIL SURVV 17. IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH LIVE LOAD DEAD LOAD ALLOWABLE OF FOUNDATION LOCATION DISAGREES OR CONFLICTS WITH WHAT IS INDICATED ON THESE DRAWINGS DEFLECTION HAS BEEN APPROVED. LIVING AREAS 40.0 psf 10.0 psf L/360 AND SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE SLEEPING AREAS 30.0 psf 10.0 psf L/360 AND CONTINUE WITH THE (WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND ATTIC 10.0 psf 5.0 psf L/240 LIABILITY ARISING THERE OF. ROOF 20.0 psf 10.0 psf L/240 18. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL WALL 15.0 psf L/120 TRUSS PLACAROINM 13r.0 JIRED REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH SNOW 20 GSL 10.0 psf THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY SEISMIC CAT. C WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE OTHER PROJECTS OR SITES OR EXTENSIONS AND EXPANSIONS TO THIS PROJECT WIND 140 mph CLASS B FOR WOOD STRUCURAL PANELS EXCEPT BY WRITTEN AGREEMENT ALONG WITH APPROPRIATE COMPENSATION FASTENER SPACING "PANEL SPAN" 'PANEL SPAN" 'PANEL SPAN' TO THIS ENGINEER. FASTENER LESS THAN GREATER THAN 4FT GREATER THAN 6FT TYPE OR EQUAL LESS THAN LESS THAN 19. ENGINEER HAS NOT BEEN RETAINED FOR ON SITE INSPECTION OR OBSERVATION TO 41ET OR E TO 6FT OR EQ TO 8FT OF CONSTRUCTION. 2-V2'D 16'OC 12"OC 12-OC CREWS 1 20. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES SEQUENCES AND PROCEDURES EMPLOYED BY I. WOOD STRUCTURAL PANELS SHALL BE �" MIN THICKNESS. 2. PANELS SHALL BE CONSTRUCTED FROM EXTERIOR GRADE, CDX PLYWOOD. 3. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HDW PROVIDED. CONTRACTORS IN THE PERFORMANCE OF THEIR WORK, AND SHALL NOT BE 4. DRILL FOUR da4" HOLES IN CENTER AREA OF PANEL AS PRESSURE RELIEF PORT DURING HURRICANE. RESPONSIBLE FOR THE FAILURE OF ANY CONTRACTOR TO CARRY OUT WORK 5. PANELS SHALL BE CLEARLY MARKED TO EACH WINDOW 4 GLASS DOOR FOR RAPID INSTALLATION. Co. PANELS SHALL BE STORED ON-SITE. IN ACCORDANCE WITH HIS CONTRACT WITH THE OWNER, AND IN ACCORDANCE 7. FOR GLASS DOOR OPENINGS LARGER THAN ONE 41X5' SHEET OF PLYWOOD, WITH THESE PLANS AND SPECIFICATIONS. (2)-2"X4' BRACING SHALL BE ATTACHED IN THE MIDDLE AND BOTTOM, EQUALLY SPACED. 21. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, REGULATIONS AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK INDICATED ON THE DRAWING. 22. DO NOT SCALE DRAWINGS_ WRITTEN DIMENSIONS SUPERSEDE SCALED TABLE R301.2(I) DIMENSIONS. (N.T.S.) _ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 23. IT IS A VIOLATION OF NEW PORK STATE LAW FOR ANY PERSON UNLESS DRAWING LIST '�of NE . ' � � GROUND WIND TOPO SPECIAL WIND-BORNE SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN ACTING UNDER DIRECTION OF THE LICENSED ENGINEER TO ALTER THESE f SNOW FREEZING GN-I TITLE SHEET r EXPOSURE B EFFECTS WIND DEBRIE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD ANNUAL PLANS IN ANY WAY_ * I LOAD SPEED (mph) REGION ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP P REQD HAZARDS INDEX TEMP F- j A-I FOUNDATION t FLOOR PLANS 24. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 1/2" THK TAPE , 20 GSL 140 MPH NO NO I NO I B I SEVERE 3'-0" MOD-HVYI II 1 REQUIRED AND SPACKLED, THREE COATS NO 452 52.7 A-2 PROPOSED BUILDING DETAILS ELEVATIONS � � , 32, �E?� sv 25_ ALL FLASHING SHALL BE ALUMINUM. PROFESSIONAL ENGINEER Firm Name and Address Project Name and Address Project NEW YORK STATE LICENSE No. 082539 - F THE ST THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEER FOR THIS PROJECT NAAi:i�Lj CAPPA RESIDENCE ARE INSTRUMENTS OF THE ENGINEER'S SERVICE FOR USE SOLEY WITH RESPECT TO TNI5 PROJECT AND THE 3 q O P A R K N A Y a a z ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL REATIN ALL COMMONLAW, g STATUTORY AND OTHER RESERVED RIGHTS INCLUDING COPYRIGHT. THE ENGINEER'S DRAWINGS, ENGINEERING - DESIGN - DRAFnNG Date y SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOP, A♦ACHrYIECTUALJMECHANICAL/EIECSRICAL S O U T H O L D� N . Y . 11 q-71 r 2018 R ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS COMM€RCIAL/MILIYARYOCTOBER 24 "YSPE RIaIARDEBMT 71TALLMAWETRAIL MTIP&'MO (PROPOSED GARAGE ADDITION) Scale l _ RICH,4RD EBERT No. Revision/Issue Date MILLER PLACE, N.Y. 117c�I 3'-0" DEEP MIN X 8" WIDE /—RAFT_E_R,'_5\ 12" MAX 12" MAX P.CONC FOUNDATION WALL 6" MIN G" MIN ON 16" WIDE X 8" HIGH P.CONC. FTG W/ 2"X4" KEY t (2)-#5 REBAR ° (MATCH EXST FTG DEPTH) "SIMPSON"Q LG< e HOLD DOWN "SIMPSON" "SIMPSON" 3" SQ ST WASHER 16'-O" BLOCKI 8'_011 HOLD DOWN HOLD DOWN Xz- 8'-0" 8'-0" e W/ 7" MIN EMB A. BOLTS 81_411 71_g�I x INTERIOR x I " Q ? END ZONE END Q z @3 -0 OC MAX ---------- ---------- I ST 2 BAYS @24" OC 8080 'ONIDR17,7777777 77 ZONE ZONE as I _- -_-- I IST t 2ND FL CEILINGS (2)-14 XO LVL e N e - I11 I t ROOF ASSEMBLY (3)-2 X4 PIN EXST FND (TYP) TO NEW I - 2"X8" RR I ) � 2"X8" RR W/(3) #5 REBAR I I UNEXCAVATED •a 1-3 STORY / END ZONE - 05/8 ANCHOR BOLTS @ 3q OC I I @1611 OC I ( @1611 OC 1-3 STORY / INTERIOR ZONE - 05/8 ANCHOR BOLTS @ 43" EQUALLY SPACED 4" P. CONIC SLAB ON OC I G ABE L E N D N A L L BLOCKING GROUT SOLID I I (3500 PSI MIN) 1) MIN. 7" EMBEDMENT INTO CONCRETE W/ EPDXY FILLER 6 MIL VAPOR BARTER I N.T.S. (TYP 2 PL) I I II W/3" SQUARE WASHERS AND END NUT SETUP 6 I X6 10/10 WWM 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR ( 4" MIN BASE COURSE CONSISTING OF GRAVEL, I • o OR REPLACED BY HOLD DOWNS FOR SHEARWALLS. I CRUSHED STONE OR CLEAN GRADED COARSE SAND 3) ANCHOR BOLT IS TO BE LOCATED BETWEEN ' I MATCH EXST PITCH TO OH DOOR I I o I CID w GARAGE 6" MIN. TO 12" MAX. FROM ENDS OR CORNERS. I i ( II'-8"- I X (UNHEATED) f 0 I tL 4) ROOF PITCH 7:12 OR GREATER WILL COUNT I I I AS AN ADDITIONAL STORY PER WFCM 3.1.3.1 ' GARAGE of EXST (0 `9 EXST SLAB REMOVE EXST I DROP TOP OF I ( X _ I (UNHEATED) 4 I BREEZEWAY W N @, GARAGE SLAB FND WALL I 3i PANEL EDGE H BOLT SPECIFICATION I FOR DI�GS I I 4 TOP 4 BTM ANCOR 8 OPEN v 8d COMMON NAILS REMOVE I I � 16" OC MAX 6" OC EDGE SPACING �- = 7 7EXST I = I I �i WALL STUDA 12" OC FIELD X X N / I I x STEM WALL I u m w N @� "SIMPSON" (3)-211X411 I I w - - - -- I I <. � . . . . . . : ( I HOLD DOWN I � I (TYP) FOUNDATION WALL::-: _ : I I I = IISIMPSONI' _Nz _ HOLD DOWN � —� -------a---------- I N 21I WSP A II (2)-2'IXIO" -I �A\\ ~ ` _ cv L_J T • ° 8076 OH DR • 8076 ONDR "SIMPSON" e - I u I n I n I u I SLOPE IF 12 -5 2 -O 8 -4 5 -8 = 8'-0" '_OBI gI-oil 6'_pII HOLD DOWN NEEDED • > 2T • 12'-5" 16'-O" STEP FTG DETAIL NTS PROPOSED FOUNDATION PLAN PANEL ATTACH N EN ET PROPOSED GARAGE PLAN 114 =I'-O" 1/411=1'-011 (added area = 333 SO FT) C — EXISTING CONTRUCTION TO BE REMOVED NEW CONSTRUCTION EXISTING CONSTRUCTION FND—SILL PLATE TO WALL: UPLIFT CONNECTION (VIF) VERIFY IN FIELD Iq" X 20 GA GALV STL STRAP W/ 5—Sd COI"II"1O I NAILS r SD ID INDICATES HARDWIRED INTERCONNECTED IN EA END @16" OC ROOF: (2)-14"XIB" LVL MTL JOIST HANGER � SMOKE DETECTOR OR AT EA STUD RIDGE „ '� LAP STRAP UNDER BOTTOM ASPHALT ROOF SHINGLES @16 OC CO 171 INDICATES HARDWIRED INTERCONNECTED OF SILL 4 NAIL (SELF SEALING) CARBON MONOXIDE DETECTOR 30# BLDG FELT 2" EXT PLY 2"XB" RR @16" OC II WALLS: 11 1I 14'IW X 24" LG .' .,�-.:- ,..• VINYL SIDING 12 II 12 MIN END LENGTH (TYP) ROOF - 2" RIGID INSUL (R=3.3) 7 (VIF) � MATCH EXST 20 GA GALV STL STRAP RAFTER TYVEK HOUSEWRAP W/ 3-5D COMMON NAILS '-2" EXT PLY 1 I @EA. ROOF RAFTER �' 2"X4" @16" O.C. (TYP) II 1 � FND-SILL PLATE 0 NA RII'15 INSUL � RIDGE F D LL L TE T HALL 2 SR TtS I - - U P L I FT CONNECTION TYP SILL: (2)-211X4" I I r RIDGE STRAP DETAIL 2 2'W" ACQ N.T.S. N.T.S. TERMITE SHLD rjll II ,I aCl❑❑ ❑C�Oo �,O❑❑ ❑Cl�lo a TYPE X GWB x ❑❑❑❑ ❑❑❑❑ I ❑❑❑❑ ❑❑❑❑ SILL SEALER , I I , �, ►LI I CEILING Q X 12 LG ' ' II I I = I I JOIST W/ 7" MIN EMBEDMENT (2)-2"X4" I EllIU- ' iin "SIMPSON" H2A ANCHOR BOLTS I Q F Ell [El I WALL STUD „ ACQ 1 I , I 1 "SIMPSON" @36 O.C. MAX 11 I ACQ SILL "SIM SON 3" SO GALV WASHER I EXPANSION 1 ' EXPANDED HDUPLATE JOINT GARAGE (UNHEATED) _ _ . ■ . GRADE ILJ L El I U U] RR AS NOTED I ( p 12'-5" @1611 OC TOP PLATE I I I 3500 MIN PSI I 2'-0:� (exsiting) �61-OII L 4" P.CONC. SLAB ON cn W/ 6"X6" #10/10 WWM 28'-511 ROOF RAFTER TO STUD = 4i`a=a- 6 MIL VAPOR BARRIER CLEAN COMPACT FILL PROPOSED FRONT ELEVATION N.UPLIFT CONNECTION T.S. SECTION A - A 1/4"=I'-o'1 WALL HOLD - DOWN N.T.S. 11411=1'-01I PROFESSIONAL ENGINEER Firm Nome and Address Project Name and Address Project 5heet NEW YORK STATE LICENSE No. 082539 THESTgT CAPPA RESIDENCE P t` THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEER FOR THIS PROJECT G� T ARE INSTRUMENTS OF THE ENGINEER'S SERVICE FOR USE 50LEY WIT" RESPECT TO THIS PROJECT AND THE 3 I O P A lR K N A Y Q o ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND 5"ALL REATIN ALL COMMONLAW, a I o ' STATUTORY AND OTHER RESERVED RIGHTS INCLUDING COPYRIGHT. THE ENGINEER'S DRAWINGS, ENGINEERING - DESIGN - DMMNG Y SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY T"E OWNER OR OTHERS ON OTHER Date PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS A '�o MFRCIALIMI AR� ILL S O U T H O L D, N . Y . 11 C1 71 OCTOBER 24, 2018 �I 71 TALLMADGE TRAIL �n�-'� (PROPOSED GARAGE ADDITION Scale NYSPE MILLER PLACE, N.T. 11764 ) I/4"-1'—O" RICH,ARD EBERT No. Revision/Issue Date -