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HomeMy WebLinkAbout29901-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30248 Date: 06/22/04 THIS CERTIFIES that the building ADDITION Location of Property: 1395 NAUGLES DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 4 Lot 16 Subdivision Filed Map No. Lot No- conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 15, 2003 pursuant to which Building Permit No. 29901-Z dated DECEMBER 4, 2003 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 ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to GEORGE & STELLA GIANOUKAKIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 873460 06/10/04 PLUMBERS CERTIFICATION DATED 06/09/04 HI-TECH PLUMBING Au orize Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29901 Z Date DECEMBER 4 , 2003 Permission is hereby granted to : GEORGE GIANOUKAKIS 156-10 14TH AVENUE BEECHURST,NY 11218 for - CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1395 NAUGLES DR MATTITUCK County Tax Map No. 473889 Section 099 Block 0004 Lot No. 016 pursuant to application dated OCTOBER 15 , 2003 and approved by the Building Inspector to expire on JUNE 4 , 2005 . Fee $ 360 . 60 Authorized Signature ORIGINAL Rev_ 5/8/02 V - J Form No.6 J TORN OF SOUTHOLD \ I BUILDING DEPARTMENT —] ) TORN 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: I. Final survey of property with accurate location of all buildings, property lines, streets. and unusual natural or topographic features. '_. Final Approaat 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 I°-o 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 Planting Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-ex0YU uses: L Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. '_. A properly completed application and consent to inspect signed by the applicant. If a Cdrtificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant.' - C. pplicant.' -C. Fees I. Certificate of Occupancy - New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00. Businesses $50.00. '_. 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. 16 New Construction _Old or Pre-existing Building: '110 (check one) Location of Property: _ 13�js House No. / Street Hamlet Owner or Owners of Property: C—to k4'R, Suffolk County Tax Dlap No 1000, Section � Block_ q Lot 0', Subdivision_ _Filed Map. Lot Permit No �9 01 Date of Permit. /Applicant: r( W 90& 4�4 Ah0c-glGtQ-):f1ff Health Dept. Approval _Underwriters Approval: i Planting Board.approval: Request for. Temporary Certificate Final Certiticate: Z(chene) Fee Submitted- S �� L. � ��j C a ure ti x To%%n Hall, 63095 Main Road O � � Fax(631) '65-9502 P.O. Box 1179 y��l �aO! Telephone (631) 765-1602 Southold. NeuYork 11471-o96v BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION / Date: Buildine Pemut No. _ '/ go o 0%%ner:` /. , 4 Aly—VK f-k. J ---(Please peed) PlUrnbeI': m6/--, t/— (Please riol) I certify that the solder used in the water supple,system contains less than 2'10 of 1"o lead. (Plumbers S i_tantre) Sworn Lo before me this JA— day of d G. REMU C,S`t.^of New Nex York _5 Fu5 Notary Public. County G- ^ Wi".Z5July 31. - 00 S Electrical Inspection Certificate Issue Date Electrical Inspection Service.Inc. Application Number BIM2004 376 Dunton Avenue 873460 East Patchogue.New York 117"72 t (631)26&6662 ttt��yyy���.���i,, Issued To: Mr. George Gianounaki6 Street: 1395 Naugies Drive { y� Village: Mattituck Zip: 11952 Town: Soutnold ltd' Section: 99 Block:4 Lot: 16 i r Contractor: D. L. T. Electrlc (L) LIC.0 4965-E ,y�, -- --- --- Was namnafiand fauna to oe 1n compliance wile Ins Nauonei EleeFlcalro3e' - >�9R Commercial CNV Defects I I Pool X lot Floor i Indoor U Basement IJ Had Tub X] Pe Wential ❑ Dot.Garage i I Attic ] 2nd Floor rl Outdoor Ix Addition [ Survey Switches Receplaclea FMunas OFl Heelers A/C Fans�" r 13 15 10 2 $ Dishwasher Washer/Amps Dryer/Amps Oven Ranyvgmps m1crowd"a Fumnoe Dll 08a circulsmrs Sm ks Detector Bell Transformer � 1 1 2 7 1 Water Amps Phase UG/OH Jecuitl Television CO Defector 1 200 1 2 Bldg, Permit: Other Equlpment h-50amp sir handler i 1-30amp ac/ 1-30amp bryer; 1-20amp well 200amp panel with main V 1.20amp special outlet Rugo V Surdl President Rough tnrpwlon lnrpcGw: John Mc Mahai III Final laspection: � j Inape@or: Jam Me Mahon III Thlr cenlnnals must not M shares In any mercer INpeaeh may be aenMletl by malr enaaMiala. s x �� Permit Number REScheck Compliance Certificate Checked By Date New York State Energy Conservation Construction Code RES check Software Version 3.5 Release Ib Data filename: Untitled.rck TITLE: George Gianoukakis COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 10,'03/03 DATE OF PLANS: 8-11-03 PROJECT INFORMATION: One Story Addition COMPLIANCE: Passes Maximum UA— 163 Your Home UA=° 163 0.0% Better Than Code(UA) Gross Glazing Area or Caviry Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 780 19.0 0.0 40 Wall L Wood Frame, 16" o.c. 800 19.0 0.0 38 Window I: Wood Frame:Double Pane with Low-E 170 0.350 59 Floor L All-Wood Joist/Truss:Over Unconditioned Space 784 30.0 0.0 26 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, d other calculations submi d with[his er application. The proposed systems have been designed to meet the New York Stat rgy Conservation Con tru ion Code requir tents. When a Registered Design Professional has stamped and signed this page, he are attesting t at to a be of his/ er know dge, belief and professional judgment, such plans or specifications are t c tpliance wi this ode. I ? 0 Builder Designer_ Date_ _ OF NEW hP���F\SCHFl`0.9� � W � r Lu cc n = ]ROFESSIDNP� BUILDING CONSTRUCTION NOTES GENERAL L All construction work shall comply with the New York State Building Construction Code and with the requirements of any governing departments, as well as the requirements of authorities having jurisdiction. ?. Contractor shall arrange for all required municipal inspections of the work. 3. All work shall comply with the New York State Energy Code 1. It shall be the contractor's responsibility to submit the size design and type of mechanical systems that will be used in sufficient detail as required by the Building Department. 2. Insulate all ducts and piping as required by code 3. All windows, doors sills openings etc. shall be caulked and vveatherstripped. 4. Provide one stroke detector on each floor including the basement. Provide smoke detectors in all sleeping areas. All detectors to be directly wired to the electrical system of the home. 5. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and conditions before construction of fabrication. Engineer not responsible for any changes without written prior approval- 6. Do not scale drawings 7. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any materials, workmanship, means or methods of construction. 'Che Engineer shall not be held responsible for the design or installaticn. of materials and equipment: Electrical, plumbing, heating, ventilation. air conditioning or anv system not specifically contained in the drawings. 8. Electric construction is to conform to the National Electric Code. New Fork State Building Code, and LIPA 9. Plumbinfl is to conforni to the County and local health department requirements and NYS Code. �pF NEl7ry rptS CyFt/0,9� ro 9 W m s Fp No. 0525�� �FESSrONP Page 1 of 2 Building Constriction Notes CARPENTRY 10. Framing: Douglas Fir #2 or better 11. Sill Plates to be 2x6 Treated 40 year CCA with sill scaler 12. Provide double Joists and trimmers at all stair and floor openings, under all posts and partitions running parallel to joists. Refer to plan. 13. Provide bridging for all floorjoists 14. Provide solid blocking under all bearing points 15. Openings to have to (2) 2"x10" headers unless otherwise noted 16. Structural metal connectors as requires for all flush structural load carrying conditions CONCRETE I FOUNDATION 17. Strength 3,000 PSI at 28 day ASTNI C-94 ready mix concrete 18. All footings, foundations etc. shall rest on undisturbed soil. 22. Soil bearing capacity shall be 3000 p.s.f. Contractor shall conducr soil test to verity bearing capacity prior to construction and report any discrepancy to Engineer. Any changes in soil condition noted during excavation shall be reported to the Engineer. 23. Footings shall be 36" below finished grade minimum. Reinforcing steel shall be 40 ksi OF NE1q,rO r7PQaf%sc � ,9f E: S W C1 W Page 2 of 2 Building Constriction Notes Fopk FSS SNP�� lg6d — /6 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER _ STREET 1v rr VILLAGE DISTRICT 54,_ LOT ,.a - FORMEA OWNER N E ACREAGE Lo Nr SjAR SNU. ZNC G. fo,B/NSon/ S W TYPE OF BUILDING , �9/• oF�f{o/rolHs l{ QL= ULF l✓i9UG1F5 D��✓L- j. SENA,S'/S q�...�, RES. ��p SEAS. rVL. FARM CQMM. IND. CB. MISC. Est. Mkt. Value LAND IMTOTAL DATE REMARKS r G p /�® 0 2 0 i o (/ s S�[� 3zsoo. Fs— ucF oTt p r 37 a-0 G �q83� �_ a� oz ; oz9, 3 _ Ism g=uc ao�,-� 4 � �O�J q n -7) T-'l - L IOprg7p53Ca ' Cy-,a Y4 -6 Lc -(c �I B& zjrCo /j=' i• a 3 9 ' h �/i j S C LI �0 3ES, 2 �c Ql"fer" Ak - '0)4oD Q D 0 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FkONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD J Tillable 1 BULKHEAD -- Tillable 2 -- -- DOCK nC) Tillable 3 Woodland Swampland — Brushland y `„ House Plot Total t o- -� & .. Bldg. Y _ $ �/ DC7 y Foundation G Bath �a OS �J rl tension Z y rZ The Basement Floors �r N tension Fact. Walls Interior Finish lvl tension Fire Place Heat u Porch 24 IRoof Type n . I r L Porch Rooms lst Floor :ezeway !— Patio Rooms 2nd Floor rage Driveway Dormer B. PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971 TEL631-765-2954 • FA%631-614-3516 • e-mail: loseph@fischedi.com Date: December 1, 2003 Reference: 1395 Naugles Road Southold Building Dept Main Road Southold, NY 11971 Dear Sir, The subsurface sanitary system at the above referenced property owned by Mr. George Gianoukakis system contains a 1000 gallon septic tank and an 8 foot diameter leaching pool with 16 feet of leaching and is in corking order and is adequate for up to a four(4) bedroom home. �� I�1Fia C, V ' 9 R Joseph Fischetti, P.E. — 2 Mn' �- APMO�EI A$NOTED I ! = D4 • !b�a� Fb 13.Pd /S"a5</ FEF 5�..t 9 A� 10 4 TIM L AT i 7 6 IFY I_LD NG OEPA OL OWIN0-IN8PEt- 1 , PM FOR ` � F UNDATIUI}► I ! , • j I E R POURE C I REOUIIREq �gl ONC EYE I I UGk !FN4ARING P!UPABIN�i I FALI.IATION . L' 11U 'T + i F S RUCT olv- MUST' I N I COMPS ETE f R C O T I l 1.1`0gSTriUC Ip SCALL NILET' T F FiEO'11F D IE T pN THE N I S rii CPN [dl EN6GY DES, NOT f1f Pp S aE SIGN dRahNSTRLc rlclrtil swops. . b; ECIC . I _RI I I ! p � E<OXY 71 s3': X "p T%fps I ! i ! 4 A4 I/J&4- ,oFe� I ' if!X • GC/1 POLES ION ! +l G 6rE F�_ f 'C. 6-,i1 q4,# , OIL Z_- t -kit AT ! 'N I eIrIi� t c I I I - _ — o 12 qc ..4y..r � 7vti`L�va_V! J . -�b� 9l`:IT is.:ar�:ae.x.^!^d: h� .�..• LOA y:�Y-.`.::C`_'C_rca IC1::•u:. - 5'` .�`1L•G I Z � _ •.:of 'll - IC.r:.. .; TYi _ I 4W1 c:::ph 4P. Ti A:,:I!CNAL I:VSiIi LIPJiii O:;___. _��' I 9UMV >aQ 1 ::)MP.4N\! S. 1 iA�12c I'=7` ! &6 LI-2 — ,�� F r ; i2. UG.,._._ Jli Of0 J lIr[ NcrC' :? 5;jQy=-Y025-GQEENrX;Q 31 pill �Y b �•� NFY.v:,2�r �� d am. I s co 4 I SC OD N?.LlG�_� _ i 765.1802 BUILDING DEPT. SPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FO ATZC [ ] INSULATION [ FRAMIN ] FINAL [ ] FIREPLACE ] FIRE SAFETY INSPECTION REMARKS: C M AAY DATE V INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ kT FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: , 17 U � � DATE INSPECTOR r 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ =INAL ATION FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Q INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ )ISOLATION [ ) FRAMING [ ) FINA( [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765-1602 BUILDING DEPT. INSPECTION [ ] FO ATION 1 ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - - - DATE K 9 VINSPECTOR j r F FIUDINSPECTIONBEFORT DAA a FOUNDATION (1ST) FOUNDATION(2ND) � O y ROUGH FRAMING& Y pLUNDMG IN6IILATION PEH N.Y_ � y STATE ENERGY CODE i FINAL ADDITIONAL CO11MENTS p _ 0 G 0 z 7C � 9 y � z v m TO'WN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTIIIENT Do you have or need the following, before applying' TONS'N ILALL 5 7Q0' Board of Health SOUTHOLD, NY 119711 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAIT: (631) 765-9502 _ Survey_ wiviv. northfork.net/Southold/ PERMIT NO. 9 f 0% Check Septic Form N.Y.S.D.E.C._ Trustees Examined 20 0:0Contact: Appnned_ 4041 , 10 d3 Mail to: Disapproved a c Phone: Expiration 20 OS Building Inspector APPLICATION FOR BUILDING PERMIT Date r / 20- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 tlus 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 intervn, 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. /tdwoJG:�l�-C-3 r(SSiignatur�ant or name, if a corporation) WNITESTbIJr N Y (Mailing address of applicant) State whet a app icant slessee, ent, chitect, engineer, general contractor, electrician, plumber or build✓✓er &QN( -OA T Name of owner of premises E�Q QU G I p W t J k A k i s (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_ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: i� r n>'AV"L6�--) pa , ti1AT-1 IT-cX-+,�- r-1Y House Number Street Hamlet County Tax Map No. 1000 Sectionq _Block (-1 Lot l�o Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing usd and occupancy R FLr I nF-�,i T!P L b- Intended use and occupancy I�C 5• S ( 00X/17 A v S17116 3. Nature of work (check which applicable): New Building Addition ... Alteration Repair Removal Demolition Other Work a- p (Description) 4. Estimated Cost l� C , ��Q •� 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 7. Dimensions of exi g structures, if any: Front c24 '- 8" Rear ; 4 l 1, Depth Height ( % ' Number of Stories / � c l 11 1 Dimension,ss of same structure with alterations or additions: Front �i� Rea - 1� Depth Height '1_I Number of Stories 8- Dimensionsof entire new construction: Front 4L Rear 3 Depth 3�� (� Height /P r Number of Stories 7 / t 9. Size of lot: Front /'90, D Rear f 5� Depth a l�• �' 10. Date of Purchase Name of Former Ow-ler 11_ Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation" YES 13. Will lot be re-graded? YES_NOssf/Will excess fill be removed from premises" YES NO ✓ (AEOteCaE (A IAMOU�-AK1°5 I5(v U�,� 'llg 7/,7-9/05 14. Names of a premises Address r n16 0 No. Name of UW S)l 11 SAtJ Address h0 A -No Name of Contractor U M A S Address Phone No. .1015(h i PE7 1725 ��.+� ?CoS- 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 — • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16_ Provide survey, to scale, vrith 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. STATE OF NEW YORK) SS: COUNTY OF S U L te- being duly sworn, deposes and says that N)he is the applicant (Name of individual signing contract) above named, (S)He is the � /-V4 (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. Swom to before me this 15 day of 07 2 20 0-'!5 L . - Notary Public Si e f Applicant LINDA J.COOPER limary4822583.Suffolk.cun-ty�Public,SWO Of Now k NO Term Eulptras Decemner b 1, ✓�� / l BUILDING l 1 ���� y Applicant/ CC � Date, Owners Name:: �1 Cvu.O� �GG�Gt.S Reviewed: /0 o" ! /"- Architect/ Date ( �C Submitted: /o Engineer: e AL SCTM #: / District: 1.000 Section: _ Block: _ Lot: 1� Project Subdivision Location: Name: Sin&Ie& separate Required certification: (Yes/No) A)IA- Rcq. Rcq• . Zoning District: (Lo(size: �:�� AActual:%Pikb�i� I (l.ot coverage 1,rolxiscI Req. ��� t � Req. r Req. . (f=ront Yard t( Proposed: ��T--� [Side Yard Proposed: [Rear Yard S?, Proposed K/ Project Description: e2ddd, .. ACF.NCWERMITS Permit . ILFnUIR 'D FOR REVIEW N.A. ISO YES Number Suffolk County Healthept.r New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: V N4 e - 6 w t NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH i Seismic Design Category:B Weathering:Severe Frost Depth: 36" ' Termite:M-H - Decay: S-M Design Temp: 11 °' Ice Shield Underlay:YES Flood Hazards: IJ1W, USE/OCCUPANCY CLASSIFICATION: .' HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIV FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N r GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N./ LIGHT 8%: Y/N VENT 4%: Y/N -� NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) GENERAL CONSTRUCTION NOTES NAILING SCHEDULE AS PER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA STN PRESCgIPTIVE DESIGN FROM 1995 SBC HIGH WIND EDITION, VOD➢ FRAME CONRUCTUMANUAL. =- GROUND VIrvO SEISMIC FROST VIRTTc ICELI¢Ln ALL NAIL SPACING IS BASED AT 16' O.C. SPACING, ANv OTHER SPACING OR DIFFERENT APPLICATIONS, THE CONTRACTOR SMpv SPEED "UND WEATHER LIME TERMITE DECAr DESIGN UHRERLAYNENT eLmD SHALL REFER TO THE PRESCRIPTIVE DEIGN SECTION CIF THE V00D FRAMING MANUAL FOR PROPER APPLICATION L060 IMW CATEGORY MPTH TEVP. RFAUIREn HKaRnS As L]$. Up ! SEVERE 3 FT. TO HEAVY MODERATE n M9E - ROOF FRAMING: TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ROOF SHEATHING, JOINT INESCRIPTIM OTY. "it MGM& L L SHEATHING LOCATION L IL S A A N NOTES AINL DESgPtI TY. SPACING ROTES AT PWEL EDGES SVPpRTi IN INE PANEL EIE p ' VALb 3-Be X IOP PLATE 10' WALL- 4-M (M INFICR toE-X111 STRUCTURAL r etl tl ' THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED TD MEET THE MIN-MUM LIVE LOAD vFCll - sec INTERIM mr,E a N2. OC CRITERIA BELOW REFER TO SECT, R301A / R30L5 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE i0 10P PUTS IV WALL NLL 4-ad COMM JOIST TOE-till NOTE' a FOR AA(EL FIELD BLC [NDVML RACE HIO RACE TRUSS tl e f Ed ! 4 a S• 1.3 L E L A USE L V L PARALLEL RAFTER vTcn - ssc LAP HAI: CEILING SHEATHING: <� RLL R CK / H 40 C[IL A A N -HINT DESCRIPtI pit SPACING NOT NOTES 40 PSF (EXCEPT SLEEPING ROOM DO lbs. IN OVER Paxngml _11 - SR LM NAIL aURDRA[LS SHANDRAILS GYPSUM h' SLE PIN M .0 P am direction ro aHiee A VEEN SBC 14 END MAIL I wuewe0 I^c®.ER 1B• n[ rOiD THESE NOTES ARE ONLY TO BE REFER R IE O €F M NTIONED IN SCHEDULE NOTES ONLY. PASS N A A 0 A S C L hG <NO A ) I SF XT AL NIS P TO RAFTER e _ Ba ��� Eno NAIL (WALL SHEATHING: 1). For roof sheathing within 4 feet OF the perimeter edge of the roof, Including 1 feet On each side of the roof peak R DF 4 N V LD 2 - Nail CO M H A DIES the 1 foot perimeter edge zone attachments required sM1nll be used 1p RAFTER END NAIL ,JOINT OESCRIPTI OTY. SPACING SWl1CTUUL ed �g S PER TABLE n 2). Tabulated 12 Inch ac. nail spacing assumes sheathing attached to rafter / truss framing members with 6)0.19, _ A ELS VFCN - SIC For Framing members with (0.42<6(0.49, the nail spacing shall be reduced to 6 Inches at. U L IN qN RUCTI N M ]/16' OSB etl CpROx 3' ILC. EDGE ALL ANC' GRIN , FASTENING, RACING N GENERAL CONS U T E WALL FRAMING PLY. 6' DC, FIELD 3). Tabulated 4 Inch p.c. nail spacing assumes sheathing to rafter / truss framing me ASSENBLEU AS PER N.Y,S. RESIDENTIAL CONSTRUCTION CODE. "NAL NAL � N COOLER T' OG. E framing members with OA2(0(0.49, the mall spacing shalt be reduced to 3 Inches oc pj`QII,1�}�x'F�ZlE�1TIfICATION JOINT OESgIPTIDN NOTES vALuavND m• RC nELn ON LEAD CONTENT BEFORE REFER ',O THE FOLLOWING MANUALS POR ADORiCNAL FASTENER REQUIREMENTS- aTr. SPACING Tt �zsie� ' " 16tl 00 ram AEE NATE LI FLOOR SHEATHING TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIOIBRQUi�IIlRTE OF OCCUPANCY SS1u 10-a9 Standard For Hurricane Resistant Construction AT Jon 3 A L NAIL ONS x - 16tl C EA 510E 'NAIL A]IHn DES[RIPTIpN Div SPACING ES SHGTHMG LDGTI L NOTES S i ^ 'iRED IN WATER (ASCE 7-02 (REVISED FROM 7-98) Minimum Design Loads For Buildings and Other Structures 4 A uC U M H L. aT PANEL EDGES SI)PPORTS Ix THE 'H4iL FIE 0 a - rare [p oc. NHL r• OR LEss td caNllw .' EDGE mME com(w a 6•a ee cMwx a a• (u. rgiE� e'Fm PAr(EL FInnS PLY,`.1 E P.R CANNOT lad coxed LNT EDGES Nwa FAa 1% LEAD. GENCRAL CONSTRUCTION NOTESI STUO = ILtlE ER SASSTU NAILNOTES THESE NOTES ARE ONLY T BE REFERRED TO IF ANG JDI ,- 16a C PER GME lNll1. The 71FOrmirtionHoll. pn this set of .. intendedn documents u related to basic design BL. a FOOT SCE NATE, I MENTIONED IN SCHEDULE NOTES ONLY intent nntl tv I _cg details, d low are Intended as a cdnstructlon old, nota substitute PLUMBING for generally c .Cented good building practice ontl compliance with current New York FLOOR FRAMING: m ed 6" requn•ter a are based ed nntl shsit she conir,st butting coces� The General Contractor is responessi for pinish n, standard NAIL AL nailed 6' on-center at the panel edge. g well sheathing NOTES ALL WATER BINES NEE Construction details and pompL ted to ensure o proFeSSibnglly Finished Structurally MINT DESCRIPTION pie PACING Worcs is nalleel 3' on-center at the panel edge to obtain higher 6 WATER LINES NEED sounu end weatherproof irmpleivd product. - shear capacities, nailing requirements For structural THESE NOTES ARE ONLY TO HE REFERRED TO IF MENTIONED IN SCHEDULE NOTES BESTING BEFORE COVERING ed coil members shall be SILL RIP PLATE OR G/R f1i JOIST NAZI dadbsha or alternate connector., _ 2 The Cvi�wfi Fellroat<r Is responsible for ensuring that nn es a and construction such as shear plates, shall be used to nnMtgin bad path. U. For vnll sheA'king within 1 feet Of the corners, the 1 loot edge zone attachment requirements shall •mets r r vn+ Fedor ql, itctq county and local cOd¢6r ordinances ontl regulations, etc TO JO ST t - etl CRp [x0 NHL be used. vs¢ codes are to be considered as part of the specifications For this building and -TLRRi+G--'-'-" LdL. a, 2). When wall sheathing is continuous over connected shoal i be adrx•-ed to even If the are In I TO JOIST B - ed COMM END NAI enbers:the tabutnted number of moils shall be permitted 2>. Tabulated 12 Inch o.c. WWII spacGlp assumes sheathing attached to stud framiny embers with y variance 11th the Hon. 4 G)0A9. For framing members with OA2<G<, the nails IEln .. to be reduced 4a1 - Ibd null per foot. P Gs shalt be reduced to 6 'inches o '. 3 uensbm fr .:, 'Lake pre-etlent over acgle drawings (do not scale drawings). SILL OR TOP KATE capentLoa( ma 3). For exkeriar Anel siding, g L 5 R P _ 160 COMM A N [ P g. atvinized box mall$ shall be Permitted to be Substituted Far common made. 4. T '.e tlPSlgnPr Mos nut been etgggetl for construction supervision and a5SunP6 no ip DEAN JkIIST NAL ree,10n511Jlllty for Construction coordinating with these plans, nor responsibility For XTSI TON LEDGER 3 - 8e [ONM JOIST nAa construction means, methods, technlqueS, Sequences, or procedures, or For safety precout'me Led programs in comeectirn with the work There are no warranties For a TO .HIISi JpiSi NAIL spec)FlC un: axVGesSPtl Or Imp(IPd in the use of these plans. N r6Y COxx ( ' !B!��r�� SILL OR TO' PLATE foot EE Ogre CERTIFICATION OF � M AS N w t. Refry to floor plans, exterior elevntlans, and window 6 exterior door schedule for NAILING & CONNECTIONS ,pe$ and $Ise$ of vimdaw$ and rxkerlJr dear.. GENERAL FRAMING NOTES ,NH'N �E REQUIRED. � 99<�/� 6hcnernl Cantroctor Is to ensure that masonry •.nil Fireplace corr,tvurtion meets or DATE: / .' -�-��� 1. Unless Otherwise noted, nil Franing naterlal to lar 42+BTR. Doug Flr A�1, exceeds m, manufacturers spedflcatlOc and apPUlable codes. _ NOTESE:Genera', contractor to consul; and cportlingte elth the Owner Far all built in Items 2. vide ( walls, ceilings and rafters to be ib• O.C. unless atnerwi$e noted. GENERAL DECK & PORCH NOTES GENERAL HVAC SYSTEM E: 6o BY: Provide flrr'-blocNing where applicable' wwNOTIFY BUILOM DEPAI{T1M AT such cs bnancnses, shelving, pgntny, closets, trin, etc. 1. Unless otherwise noted, all Framing material 4o be MI ACO pressure 1. Mechanical subcontractor Is responsible For adherin Lw FM 3. Unless otherwise noted, all hearingwall headers to be min, 2'pl 2xlpeated lumber g A5•i�DEp(114WleTG ♦PY D. `Jintl Inad required connections shall be taken Into account during canstructlOn, y cedes and safety requirements. FOLLOWING INSPECTM The wmJ protection page should be revlewed prior to starting. B All headers to have Adequate bearing an each end or as spedfletl. 8� Girders For floor Joists to be pmin.as 2-ply 2x10 unless otherwise noted. 2. HVAC equipment sur Is to full coordinate all s ste d GENERAL F-DUNDATION NOTES 4' All Flush vide6 / H"drr6 to be In$tded with heavy duty galvanized (irder6 SHAD be either balked to posts w/ 1/2' ilia. gale, halts or r Y ^1, FOR IB T14ylirellCJBBAerw� with the .qul0ment sappuen FOR PDI 170NC1E1E `� hangers. Provide Golvnnrtetl Hangers and anchors where applicable to 0.l1 anchored onto concrete plea `.� _ Joists connected to beams 3. HVAC contractor, or owner provide final system layout tl[Li •S elAlIeA� 3. 'r:ats to have blocking 2 8. O.C. General Contractor, orner nntl equ¢ment supplier for fi�1a gpprovpl. General Contractor S Hn5on to reef. w plan$, elevations and tletAlls to determine tended heights of finished f(oors) Above typical grade, 5. Double up floor JAISS under walls that run parallel to Floor joist and under bathtubs, floors getting ceramic tale shag be verified for land capacity 4 AU (edgers attached to house to have a flashing barrie 'oppng - All Footing 'I- r"t on undist Jrbed (vlrylN sail. behind the siding, between the house and ledger. Ledger shalt be R m FIAA'DR = 6. Provide blocking / bridging In floor Joists g A' O.C. Use solid blocking bolted to building with 1/^' Gia. Galvanized baits. �IRE TI0C& Pd .^ode 1/2' expansion joint material between concrete slabs and abutting In Floor Joists under all bearing WOO,. SMIMM Jnc^ete or masonry WON. Ccuring In exterior or unheated interior arms. 5. All footing For posts and piers to be 4' below grade. Piers shall FAMW&N tOC 7 Provide Insulation baffles at Wave vents between rafters. Install draft blocking extend a Inimum of 6' above grade. Sll�Alrwwwn."".•��� XW as needed. Any new concrete walls "Ing attached tI. . Use a (if any) concrete struta4retio to > Inst011etl with MI re-bar, l8' long g 12' q.C. Use Approved epoxy For Installation. 6. All ironing material to have appropNate galvanized hangers and SIMUN N m RSCERTIFICAT 8. Unless otherwise noted, Roof amid Watts to have a min. I-ply 1/2' FianCOdrs. � DNDERWR :iioss otherwise noted, all Interior slabs an grade to be 2500 psiconcretr exterior sheathing grodo plywood Plywood to Eater ower plates and headers. GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES REQUIRED Mterior stabs an grade to be 3500 psi concrete 9. Ugless otherwise noted, 3/4' TAG The or Advantech plywood to be adhered OCCUPANCY OR to Joist e/ PL400 adhesive nntl Screwed to floor Joists For sub floorng. Flmisteu 1. All water supply, drainage and venting to be as per N.Y.S. L AR electrical to be as per N.Y.S, Residential Construction Ccr USE IS UNLAWFUL and or gravel flit with 6xb wire mesh reinforcing Interior slabs to be placed on 6 mit. floor to be installed ove• as per manufacturers Instructions. Resglentlal Constrmctlon Code 2. All eleCtrkal work shall be ungerwrlters approved. Dye yene vapor barrier,One OX16 c Slab to bei minimum of for thick. an AD bathroom walls to Have L2' moisture resistant sheeirock. Garage Walls 2 Verify septic system with Elgineer for Suffolk County Health �y�T OUT CERTIFICATE Provide crawl space with one 8x16 cast Iron foundation vent for every 150 square and takings to have 5/8' ar she sheeirock. Unless otherwise be noted,and Finished. is Department approWnL 3. Smoke detectors to be located throughout as per Section l !et of area building t° have 1/2' regular sheetro[k. All sheeirock to be taped nntl finished N.Y.S. Residential Construction Code Prove a minimum of I Corb(y1tF OCCUPANCY ll. All rooFs with 3. if wall studs, pontes k, providjoistse are cut out acingdurinanImsd piQatlan Far Monoxide Detector In building. V Provide nnlnum 1B'x2A• pCcess Opening to crawl Space Area. T pitch of less that 412 shall be InstnOgd With Ice L Vater DarNer any plumbing nd.ntretl work, provide adequate Verify with and plates qr approved equal, to protect nntl sdCure the structure. maxima with the state coda OonpprooA exterior et ylentloilm with bituminous over as per sectlon R406 of and manufacturers reconnendatlon Car maximum hole size and LS, code. A 6-mil polyethylene film sh011 be app0etl over the below grade portion 12 SII: Plates to lar pressure treated. Use with sill gasket ontl cop-ry lbw permitted. SOF Ngkt exterior foundation walls prior to backiBling. approved equal termite shield Plates to be anchored to foyndatia^ Ili a �flis Y0 minimum 1/2' db.7' long anchor bolts R 6' 6C. and w/1 1' of ends and corners. Or alnage to be provided as per section 8105 of N.Y.S. residential code ' / i FLOOD ZONE X p / COMPLYWITH CHAP I e FLOO FLOOD DAMAGE PREv;,Nf19N °• 0625+ SOUTHOLD TOWN CODE, O�ESSIOftP JOSEPH FISC:HETTI, PE ALL CONSTRUCTION SHALL PROFESSIONAL ENGINEER MEET THE REOUIREMENTS OF THE 1 1725 HOBART RD/ PO BOX 616 f�: -;ft6 EW YORK STATE. SOUTHOLD, NY 11971 631-765-2954 f '' k% 1rE'n yA 1 RIDGE STRAPPING PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD FOR 16' O.C. RAFTERS RIDGE STRAPPING GENERAL WIND PROTECTION CONNECTI❑N NOTES ROOF ROOF CONNECTION WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT PITCH SPAN CAPACITY (plF) 16' O.C. UNLESS OTHERWISE NOTED. 12' 644 ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH 3,12 l6' 858 THE FOLLOWING MANUALS, 2D' 1073 A). 1995 SBL HIGH WIND EDITION WOOD FRAME CONSTRUCTION 24' 1287 RAFTER-TO-WALL b). SST➢ 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION L2' 508 TY-DOWN CONNECTICYS COLLAR TIE 6. ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND 16' 678 OTHER STRUCTURES 4,12 2°,, 0017 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE 28' 1186 32' 1357 RAKE OVERHANG OUTLOOK IN ACCORDANCE WITH NEV YORK STATE RESIDENTIAL CONSTRUCTION CODE. 12' 392 CONNECTIONS 16' 523 RAFTER 1). RIDGE TO RAFTER ASSEMBLY- 20' 653 SPAN UPLIF 1-114' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. 5-12 24' 783 WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d 28' 915 12' OC 361 - COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED 32' 1045 16' OC 481 THE TABULATED NUMBER OF 8tl IN THE STEEL STRAP. 36' 1176 HOLDD13WNS WHERE REQUIRED 2). RAFTER TO WALL ASSEMBLY 12' 351 UPLIFT CONNECTIONS FOR- RAFTER-TO-WALL, 16' 468 LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR 20' 585 WALL-TO-WALL AND WALL-TO-FOUNDATION WALL-TO-W RLL TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE 602 24' 702 CONNECTIONS 28' 819 ROOF CONNECTION MIN 8d NAILS CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS SPAN CAPACITY kEOUIRED NOTES SPACING 8 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION. 32' 936 ' 427 Lbs 4 WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR 12 36' 1053 TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE 12' 326 16' 526 lbs. 5 SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 16' 435 20' 626 lbs. 5 7,12 26' 54424' 726 Lbs. 6 3), WALL ASSEMBLY TO WALL ASSEMBLY- 24' 652 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS. 1242 28' 761 28' 826 Lbs. 7 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL 32' 870 32' 927 Lbs. 8 BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS. 36' 1 979 1 36' 770 Lbs. 7 12' OC. HOLDDOWNS WHERE REQUIRED Q. WALL ASSEMBLY TO FOUNDATION B Hc,ApER GIRDER CONNECTIONS, WALL-TO-FOUNDATION FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR CONNECTIONS BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLATE AND D INCHES IN ROOF HEADER UPLIF LATERAL MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AN➢ Nq[LED IN SPAN SPAN lbs. Lbs. HOLDDQWN ANCHORS REQUIRED ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION 2' 469 254 FOR TYPE I AND TYPE 11 SHEAR WALLS MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE 4' 939 504 (6' PANEL EDGE NAILING) STRAPPING WASHERS.SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL 6' 1408 762 WALL HOLDDOWN NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A 20, 8' 1878 1016 HEIGHT CAPACITY (IbsJ TYPICAL WIND LOAD PATH SLAB-QN-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32' O.C. STEEL STRAPS 10' 2347 1270 N.T.S. EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS 12' 2817 1524 B' 3375 SHALL BE HOT-DIPPED GALVANIZED COATED. 14' 3286 1778 9' 3800 . —'T�r 5). HOLDIIOWNl 16' 3756 2032 1p 42225 14OLDD13WN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES 2' 620 254 3.5A-B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE Il SELECTED IN ACCORDANCE WITH 3.4.4.2 4' 1239 504 FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD WINDOW SILLPLATE HEADER TRAPPING 6' 185) 762 CONNECTIONS PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED, WHERE A H.OLDDOVN 28' e' 2479 1016 SILL CONNECTORS RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE 10' 3093 12270 HEADER TPLIFI SIZED FOR THE REQUIRED H13LDDUVN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE 12' 3718 1524 SPAN Lbs, REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE, 14' 4338 1778 2' 254 HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS, 16' 4958 2032 4' 504 HOLDDOVN ANCHORS HEADER AND / OR OIRBER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 2' 770 254 6• 762 4' 1540 504 (1 7). WINDOW SILL PLATES- 6' 2310 762 B' I016 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. 36' 8' 3081 1016 l0' 1270 2x4 WALL SILL PLATE (FLAT), 1-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TO 6'0. 10' 3851 127012' 1524 2x6 WALL SILL PLATE (FLAT), I-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 8'9, 12' 4621 1524 14' 5391 1778 14' 1778 16' 6161 2032 l6' 2032 AS . CATHEDRAL CEILING TYPICAL SHEAR WALL ASSEMBLY WH RE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE ,NOTCHED N.T.S. AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH MIN. NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS Q 16' OC RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUII.DING, CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS PANEL EDGES SUPPORTS IN THE PANEL FIELD UA MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. IN 4' PERIMETER LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE USE E (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS EDGE ZONE 6' O.C. 6' O.L. _ PANEL EDGES SUPPORTS IN THE PANEL FIELD OTHERWISE NOTED. INTERIOR ZUNE 6' O.C. 12. O.C. IF EDGE ZDNE 6' DC. 12. O.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS GABLE END WALLINTERIOR ZONE 6' O.0 12' O.C. UNLESS OTHERWISE NOTED. RAKE & RAKE TRUSS 4' O.C. 4' 04, USE THE FOLLOWING USP BRAND OR APPROVED EQUAL METAL CONNECTOR$ TO MEET THE MINIMUM UPLIFT REQUIREMENTS. CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. MIIMUM CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM CATALOGUE DESCRIPTION LOAD CAPACITY FASTENERS NUMBER FASTNERS NUMBER ADSS HOLDDOWN ANCHOR 4000 Lbs. BOLT TO VERTICAL MEMBER. (2) 314x3-1/2 BOLTS RTIO RAFTER-TO-WALL STUD 1'.-DDWN ANCHOR 585 Lbs. RAFTER 6 STUO� (6) Bd COMMON NAILS EACH BOLT TO SILL, (1) 3/4x5-1/4 ANCHOR BOLTS RAFTER& STUD (9) 10x1-1/2 NAILS EACH RT20 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 lbs. TD%6 HOLDDOWN ANCHOR 5100 lbs. BOLT TO VERTICAL MEMBER (2) 7/11x3-1/2 BOTS PLATES (4> Iqd COMMON NAILS RRFTER AND PLATES CS) act COMMON NAILS EACH - BOLT TO SILL, 7/8x6-1/8 ANCHOR BOLTS RT7 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 585 Lbs. KHST2 STRAP TIE 4220 lbs. (6) 5/8' PIA. BOLTS RAFTER- (8) 8x1-112 NAILS KHST3 (6) 3/4' DIA. BOLTS RT16 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 lbs. PLATE, 8) Od COMMON NAILS �p� NE STRAP TIE 6180 lbs. Wyp LSTAIB FLAT STRAP 1055 Lbs. 04) 10d COMMON NAILS SPT44 & 66 STUD PLATE TIE 1070 lbs. PLATE AND $TUD� (6) l6d COMMON NAILS EACH AP F\SCN2r/, 'fly LSTA30 FLAT STRAP 1670 lbs. (22) 10d COMMON NAILS SPTH4 & 61 STUD PLATE TIE 1470 lbs. PLATE AND STUD. (12) 10x1-1/2 NAILS EACH z 0, 05 xk'2 /'gCFESS\DNP % JOSEPH FISCHETTI, PE % PROFESSIONAL ENGINEER j 1725 HOBART RD/ PO BOX 616 SOUTHOLD, NY 11971 631-765-2954 � 1'c Mt�Jl4 ,.' A�^fip F'IG4rrR I � T—�1// rte, r r i Ll 1� 11 - �= — -- -71 III 7�jj ' �- J(' ill �P�" � a� G�� _ _I HOJ-r , ��F NEW, N F1 Fl D �'z.I'a 'Ci 6:.+Lr 4' •-- --...� irl-I�)/•,+i /S�^i:7, f I .%>I_.i �OS,D h cr• 6E0k0I— vdlaPv::7t-ik,".C.SS;"F. CLIMATI'CAND'GEOGRAPHIC DESIGN CKITEKIA r V-)Z-Y I'�q�, WJ&L)61LBa OR, H477' rTt,tK !..1.`r, �}�, �^� }- r•.k,.y [ [[''�� aa 7�Qi r Vit,('+,i ! ' I .Y `•I SOLE + .I, ,. : t,p NPPPOVEO EY DRAWN SVP,• Ar H SNOW PEE 5Et511ic MOST W LATER I(,ESCHIFIO FcooD JOSEPH FISCHETTI, PE I•,i , G4 -i 7` '✓I SNOW SPEED VA DE910N WEATHERING WNE 4ERMItE DECAY DGN UNDEaLAYMENT 1�'I,� LW (MPH) ���� mm" TEMP. REGIUIRED H'42ARDa ' PROFESSIONAL ENGINEER DrUCA FIR a ; 1725 HOBART RD/ PO BOX 616 f t� ✓a� � JIB 48l Bs 120 B sEYERE 3FT. MORERIITESUGHT'TO 11 NONE SOUTHOLD, NY 11971 TOHEAVY 'MOPERATE 631-765-2954 °NAW,N4 NUMEEPI�jy. UF4 i — --------------' 24'.3 " + - „ecu„ i __ - - -�_- � X�ti�t-l�I.d"WII�r.�7t.••lf �, , �a*t' ° C 3a41o*W RO, 't�o tt Y RIS' r'- 2.44co TW R.G. l J t} .-7Y4 � ti I I I k?r' Hrv- �• + 1 Yl� j � U'Y'N �x7 2.0. 3; �, �x3esz 2xgRl� T4 a�'-'rTZ e2t—lwzrN trai e �1 �ta ! T It�tth•TU �arhtzall �P rZ. x I Lt L, W 1,4NW 1'V IT H 2911r? aP P MNT uwT i Z t�xu rr4ar�4r Nci . ,ALA— N�r'Rfcp /srt , W- >0�7 <i ,• N, g Vi 'j rail ��a t a(7�•a P7�2 2x lia o 1. G x ItWlf 1GlEsf.? � 1 fi `�-'} AT- LMACi'(" 'dG" IA( Cr-- I ?4," i-llGa � ,.AND a t'7" ?'_f' CLtL&2 �n"•�NINCt j I LG U�•I\ ./ LG GL ((�� _ ,. FuI�T�NG ST<>C7 YlA41.. k1Y V 4 Mimi- 44 cj kir _I i�1 Nf.1 KICYA I h1i,Z, r- r R4. Lf9.'52 +h Ra Lrq.525G I Ravr �,�m°� r". 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