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30723-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33878 Date: 08/05/09 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1170 HIGHLAND RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 102 Block 8 Lot 32 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 25, 2004 pursuant to which Building Permit No_ 30723-Z dated OCTOBER 26, 2004 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 ALTERATIONS AND ADDITION WITH DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to THOMAS & ANN D SLEDJESKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL. N/A ELECTRICAL CERTIFICATE NO_ 4026044 07/28/09 PLUMBERS CERTIFICATION DATED N/A A A t ri d Signature Rev. 1/81 Form No.6 E ^l�J E V E TOWN OF SOUTHOLD D D BUILDING DEPARTMENT TOWN HALL 765-1802 - 2M APPLICATION FOR CERTIFICATE OF OCCUPAN Y BLDG.DEPT. TOWN OF SOUTHOLD This application must be filled in by typewriter or ink and submitted to the Building Depa 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 property 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swinuning pool $25.001 Accessory building $25.00, Additions to accessory building$25.00, 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, Conunercial $15.00 Dale. V6f New Construction: Old or Pre-existing Building: �Q (check one)/ /f Location of Property: / �� ,d?j�CeCa ty Arc W LSC(IGC"Ld Wusc No. G Street / lI let Owner or Owners of Property: J � 4.J ` /fy/H �/�%'e SL' Suffolk County Tax Map No 1000, Section 3 g J l Rt4 - 3 L Lot Subdivision Filed Map. Lot: Permit No. Date of Permit- tw ZZo / &/ Applicant: /tel 'p £c��46m- s_j I Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2-- Uy Applicant Signat is CPCPLIC.nCPC.�LI�LnGI�LnC.I�CPC.I�CPCPLIC.C.nLI:1,:r!n,:1 :1 :PC.V 11:1Cnr�r�CPCnCPr�CPLIC.I�LI�CPr�LIMppLLrL3r3PI rL3l3 ffl3pr LnCnGnC.l�r�LI�LI�LI�I�I�0 ❑° BY ATE F COMPLIANCE THE 5 5 NEW YORK ARDcOF�FIRE UNDER 5 O O O UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 JIM SAGE ELEC. INC. THOMAS SLEDJESKI 5 S5 PO BOX 38 1170 HIGHLAND RD 5 CUTCHOGUE, NY 11935 5 C5 GREENPORT, NY 11944-0038, 5 Located at 1170 HIGHLAND RD CUTCHOGUE, NY 11935 5 e5 Application Number: 4026044 Certificate Number: 4026044 5 Section: Block: Lot: Building Permit:- BDC: ns11 5 5 Residential 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: c5 55 First Floor,family room,Outside, c 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, was conducted in accordance with the requirements of the applicable code and/or standard S 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of July, 2009. r�+7 5 Name 4TY Rate Rating Circuits Tyne L� 5 Wiring And Devices 5JJ 5 Fixture 1 0 Fluorescent 5 Fixture 10 0 Incandescent 5 Outlet 10 0 Gen,Purpose 5 5 Outlet 11 0 Fixture Paddle Fan 2 0 r7 5 5 Receptacle 1 0 GFCI Receptacle 8 0 Gen,Purpose 5 5 Switch 6 0 Gen,Purpose 5 5 5 5 5 5 5 5 sea/ 5 of 1 55 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 a ��ss�ss�� FIN��s�ss�s����s�s�L3l'il s���s��s� 20 o 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. 30723 Z Date OCTOBER 26 , 2004 Permission is hereby granted to: THOMAS & ANN D SLEDJESKI 1170 HIGHLAND RD CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1170 HIGHLAND RD CUTCHOGUE County Tax Map No. 473889 Section 102 Block 0008 Lot No. 032 pursuant to application dated OCTOBER 25, 2004 and approved by the Building Inspector to expire on APRIL 26 , 2006 . ........_ ..... Fee $ 213 . 60 Au h�rized nature ORIGINAL Rev. 5/8/02 JUL 5 2005 � JAMES J. DEERKOSKI, P.E. L -- ---; — 260 Deer Drive T^� F Sot! - _J Matti N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Insulation Inspection +; Sledjes1d { JUL 15 M 1170 Highland Rd. (-- - Cotchouge, NY 11935 Permit# 30723Z To Whom It May Concern: An Insulation Inspection was preformed at the above mentioned property, all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. g ~' incerely ii a Ja a eerkoski P.E. ROFESSI Mark K. Schwartz, AIA —Architect, PLLC P.O.Box 933 Phone:(631)'734-4195 Cutchogue,New York 11935 Fax:(631)734-4185 November 08,2004 Southold Town Building Department Main Road Southold, New York 11971 Re: Sledjeski House 1170 Highland Road Cutchogue, New York Permit# 30723 To Whom This May Concern: The Owners, Tom and Ann Sledjeski, have requested that I revise the plans to indicate the fact that the existing First Floor room adjacent to the proposed Family Room should have been labeled as Den/Office. The Owners had completed renovations a while back and put all bedrooms on the Second Floor. The existing window in the Den/Office will be removed and replaced with two double hung units that are now in the Dining Room. The Den/Office will not have the egress window shown on the plans submitted. Please call this office if you have any questions or require additional information. Very truly o s, Mark Sch rtz � L SledjeskiBldgDept.doc i - 2 20C ; JAMES J. DEERKOSKI, P.E. I 260 Deer Drive Mattituck, N.Y. 11952 i-- T(, = ? o (631) 298-7116 To: Town of Southold Re: Deck Strapping/Framing Inspection Sledjeski Highland Rd. Cutchogue, NY 11935 Permit#30723 To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing Inspection was also performed on this Structure, and all framing was done as per plan, and also meets all state and local building codes. Any questions please feel free to call. E OF NE <, 3.DEf,9�Oyu O �C �s cc to cerely • 0725 ?� 9OFESS10 James J. a koski P.E. JAMES J. DEERKOSKI,P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-5506 To: Town of Southold Re: Strapping/Framing Inspection Sledjeski 1170 Highland Rd. Cutchouge,NY 11935 Permit#30723 To whom it May Concern: This letter certifies that all wind strapping and framing was installed as per plan, and meets all state and local building codes. Any questions please feel free to call. t �p�p \ Sincerely LU U ti James J.De Voski P.E. ti 4 � 2 4 M L � TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: zz DATE INSPECTOR �o�yoe souryo� 3i) 7'a-3 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIIRE�SAFETY INSPECTION REMARKS:— DATE EMARKS:DATE —�� INSPECTOR11� FIELD-INSPECTION REPORT DATE COMMENT FOUNDATION(1ST) -- � y W � ------------------------------------- FOUNDATION(2ND) z o ROUGH FRAMING& PLUMBING Us y 6 r INSULATION PER N.Y. y STATE ENERGY CODE U FINAL N ADDITIONAL COMMENTS Ri TiVR-`� zL m J X 1 6_ K O z x H x d ro 11-14-1994 10:02 5162496666 GARCIA 8 STALLONE P.02 4 SQJ� qo .sasr lot i 24'xUl.FAA IL t4odli ILI %vnt!OXUMEKT J223, ' ? . f•EO .}pol�iOaJ IURVC7 FOR .. GN4R/F5 L, wQfER 6 QEMtVt,,�•��p LorAo. 55: 'H1fiWD £Sfl7=..-.T• AT 6urrAv £--... ..../. .:. . o•Tr war /P.(DO/ ._.---,--._-- TOWN Of b'DU7IILY.D }.., .i. •c[a{• 7 " • Ie' 8U!►OUl COUNTY, NEW YORK''- • /w I!-III [Iw.r/r/[[•�[nurr[.MIII rwnr w IBM fWW1tID TD, . . i�i 'iwiTYK�•�r Y�i�•�;�[�!IrrM ;OOCAW)MINRILA'S W./QEf •• �[r'�r�'i�T GG•�i n�� MOYD/RI/�wMe7f W. n(KTn OCl•.I•I.T-MT•!C•Y►.VK TD Cc r{T•Vc T [ t! ..m Ill Id = it'��fAt►A6tfS.'wL.XYa�YH r R .nr r r rnlr. wr•.w/[I r T••w.w/rr [ •/a •� nw nr T../[ r.r u[./. rr.. Ywrrs� II�r .rw Yn/Mr.wYwr Y•r►[•[rr.r lw//wu,a ' [.7rriN I •Wli/1i•r ..a r•.r w M[lYrr Y M Ma•[Yn[r[f.r.r �11,'rH,• �I n r u[[al/rw•[.. M�, /.[ B qr q/[rY n Yt[Rw. 1. •.p: [C^ ter,• rr[.rr LIMB r s s rrnrr ru.n "II .uru YO.UI�I(a �YDUNG- Pm AD.NIWT�'c nmr, !ypr,t(♦p.rr/vol..nrowcc ornt aa.f{/ - KDa•.TW{,//D/[Rl�r•t V{Y{C{ !VlDI/!D{/[i0/MI.!(Ill►U/[[lARIGII ••0 Uro YrY{TO•aT1UM{[•D.IIM• M°•YD•TOU/{, l/10�14 WbIf011 .n..n..rr•.amu•.•.ry waim/[[rwR.q rwy.Wr •,Lt u[G{I /0.•{{t7 •<•.).,. .. �[,b lnY rar M • 1 [/ ,• TOWN OF SDUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDINNG 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 www.northfork.net/Southold/ PERMIT NO. c 0 9 a 3 Check Septic Form N.Y.S.D.E.C. G Trustees Examined %O L ,20 Contact: Approved,20 Mail to: L Disapproved a/c a.&Y— 931 cun&d Phone: 13 4-- 4185 Expiration �' ,20 f—' aw u mg ector APPLICATION FOR BUILDING PERMIT a Date /6ZJ O¢ 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 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 mayauthorize, 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 codWhousincode, egulations, and to admit authorized inspectors on premises and in building for necessary inspections. cant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises I Li /q dW SL E/7 JE,C / (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 ill be done: 117 a fft W4 ( AA.)40 �+' j�G 6f House Number Street Hamlet County Tax Map No. 1000 Section 1 Block 0 Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: - a. Existing use and occupancy 3/414i G E if-4,49/L y /ZL S1VIC6Z� b. Intended use and occupancy S' q/Y/Fi 3. Nature of work (check which applicable): New Building Addition__K__Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling;nuniber.of dwelling units Number of dwelling units on each floor I�ga«ge, number.of cars • C ; 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. CE- �G�� 7. Dimensions of existing structures, tf any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories � 9. Size of lot: Front E E- $U/2t/ R ar Depth 10. Date of Purchase 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 NOX-10' 13. Will lot be re-graded? YES NCk�Will excess fill be removed from premises? YES_NO 14. Names of Owner of remises Address Phone No. Name of Architect%1F.0 H j-X Address 670 DOC 933 Phone No Name of Contractor Address Phone No. 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, with accurafe,foupdation 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 (' ) SS RXfX fCHr�fJ2 T being4dul'y sworn, deposes4nd says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is theGE�t/�—/ �/ITIr (Contr ,ctor,Agent, Co orate O £icer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of ©C 20_0 l NotlTry Public v `SigrihUe of Applicant LINDA.I.t 001PER Notary Puaic.5tate of New er QO No.A�V563.suffoikCe" Jc' Tcsn:! r;csDaccomreeat. BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: )0 /24/04 APPLICANT: �� � DATE SUBMITTED: F104 SCTM#DISTRICT:: 1,000, SECTION: joa , BLOCK: _K LOT: 3o�_ SUBDIVISION: ADDRESS: (a,klavJ Vb. CITY: (3 : Lam, ZONING DISTRICT:_CONFORMING? yes BUILDING PERMITS OPEN/EXPJ D: PRE CO: Y OR N BPIoyAF:-Z/C/0 Z O�,S, INFO Nb BP -Z/ C/0 Z- 11-5141 • : FO 6 NM R)f& /BP _-Z/C/0 Z-0,�V 3(� INFO h SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time fter 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE: 4,o-45 REQ. LOT COV. cp I ACT. LOT COV. REQ. FRONT PROP. FRONT ' ` SIDE � ACT. SIDE REQ. REAR .5-0 PROP. REAR REQ. HEIGHT ROP. HEIGHT PROJECT DESCRIPTION: ki-i, S VI- ESTIMATED PROJECTr /COST: ARCHIT T/ENGINEER: ::� c,\-, " WATER FRONT? N� DESCRIPTION: PANEL # FLOOD ZONE: BULKHEAD? ,t;cs DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES of , (BED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y o I>OSEPTIC CERTIFICATION: Y o1G NEW YORK STATE DEC: PRE-DEC 9/1/75 YES 0 DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE__/ / PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES 0 DTE__/_/ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2):`''y'or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: /06�1 SF FEE FEE FEE 6© SF)- SF)= SFX$ 3$ 6+$ lam? +$ _ $ �3 . ( SF)- (SF)= SFX$ =$ +$ +$ = $ ASF)- (SF)= SFX$ =$ +$ +$ = $ FINAL TOTAL: $ '�3 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: wp4dSnow Loadv4S,! Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite:M-H Dey: S-M . 1�� Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N 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 CALLS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) Y � J Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic Data filename: C:\Program Files\Check\MECcheck\SledjesldHouse.cck TITLE: Sledjeski House COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/24/04 DATE OF PLANS: October 13,2004 PROJECT INFORMATION: Sledjeski House -%'�o 1170 Highland Road pcy Cutchogue,New York COMPANY INFORMATION: C N o Mark K. Schwartz,AIA-Architect,PLLC P.O.Box 933 Cutchogue,New York 11935 k ° A !i ,1}, COMPLIANCE:Passes _. ._ . .� Maximum UA= 116 Your Home= 115 0.9%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 576 38.0 0.0 16 Wall 1: Wood Frame, 16"o.c. 564 21.0 0.0 22 Window 1: Wood Frame,Double Pane with Low-E 180 0.330 59 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 540 30.0 0.0 18 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Cade requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 10/24/04 TITLE: Sledjeski House Bldg. Dept. I Use I I Ceilings: [ ] I 1. Ceiling 1: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor. 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes [ ]No Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ] I Reqs on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. i I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plusembedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ 1 The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating But Water Systems: [ ) I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ 1 I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the I levels in Table 2. J Table 1: Minimum Insulation Thickness for Circulating Hot Water Apes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UD to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Apes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Ranouts 1"and Less 1.25"to 2" .5"to 4" Heating Systems Low Pressurelfemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) GENERAL NOTES WIND FRAMING NOTES 1).RIDGE-76RAFTER ASSEMBLY: 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap,the number of 1Dd common nails required CON.S•TRU CTI Or,Vl NOTES:OTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 11 The information within this set off construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling w truss to top plate shall be in • for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters Slate building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal,stale,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even it in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 3).Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches In concrete responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safely the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the precautions and programs in connection with the work.There are no warranties for a bottom plate,3 W square washes shall be used with the anchor bolls.Anchor boll specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5).Refer to the Window and Door schedule for exterior openings. comers. 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufactures specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior attached wkh 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and 7).The General Contractor is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails a(7'o.c.at panel such as bookcases,shelving,pantry,closets,trims,etc. edges and 10'o.c.in the fieldshall be in accordance with the length requirement.%specified in table 3.15a-b. 8).Wind load requirements shall be taken Into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. determine intended heights of finished fioor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall he permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalis are used.Sheathing and connections shall be in accordance with 3).Provide 112"expansion joint material between concrete slabs and abutting 24.4.2 and 2.2.4 respectively. concrete or masonry walls occuring in exterior or unheated interior areas. 8)-CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header andlw girder connections;shag be attached with uplift connections in accordance 4).Any new concrete walls being attached to existing concrete SWcture shall with table 3.5.Window sill platesshall be have steel connectors in accordance with table he installed with#4 m-bar,18'tong al 12'o.c..Use approved epoxy for installation. 3.5. 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be g).CATHEDRAL CEILING ASSEMBLY: poured an 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-lo-ridge 6l.Crawls aces to be provided with a minimum 18'x24'access opening.Install one along the open ceiling part of Me building.Connections to the ridge and wall shall be be P P P g attached with the above requirements. _ 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: N.Y.S.Dam aside exterior of foundation with bituminous coating as per section R40lied of N. Residential Construction Code.A Emil polyethylene film shall be applied over 1).Unless otherwise noted,all naming material to be#1 ACO pressure treated lumber. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be(2)2x10,bolted to each post with washers and nuts. FRAMING NOTES Girders connectors anchored concrete piers shall be anchored with proper steel connectoanchored into concrete with a minimum 112'dia x 7"long anchor bolt with washers and nuts. 1).All framing techniques and methods as prescriptive design of 1005 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 1/2".dia x 7'long anchor boll with washers and nuts.Footings Shall 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. be 4 ft,below grade. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts 4).Unless otherwise noted,all bearing wall headers to be(2)2x10 42+BTR.Doug.Fir. where needed. Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 5"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of openings.Beating wall window sills shall also have(2)window sill plates for 2x4 wall 7),All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 60 and 2x6 wall openings between 511 and 811.Provide fire to gii and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 5).All flush beareslheaders to be installed with heavy duty galvinized hangers and anchomwhereapplicabletoallconnectingjoists. PLUMBING NOTES 6).Double up floor joistsmder walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential Floors to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide blocking/bridging in floorjoists at 8'0 o.c..Use solid blocking in flow joists under all bearing walls. 3).If wall studs,plates or joists are col out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure.Verify with the 8).Provide insulation baffles at Save vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spa mg permitted. needed. HVAC SYSTEM NOTES 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 10).Unless otherwise noted use 314"thick T&G PTS Fir w Advanlech plywood sub0oor 2) HVAC subecntractw is to fully coordinate all system data and requirement,air-the adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier over subflow as per manufacture's instructions. 11 .All bathroom walls to have 1/2"thick molstore-resistant sheelrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General all Contractor and owner for final review and approval. ce ings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building to have regular 1/2'sheetrock.All wens to be taped and finished. i ELECTRICAL NOTES: 12).All roof with a pitch less then 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. approved equal.Flat mots shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 2).All electrical wmix shall be approved by a qualified Underwriter. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout a$per sa:Aion R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.V.S.Residential Construction Code. r 4� � f a 1 ,. PLAN CONTENTS: NAILING SCHEDULE ROOF FRAMING: OCCUPANCY CLASSIFICATION 3 51 TIA NAIL NAIL BUILDING USE JOINT DESCRIPTION QTY SPACING NOTES BUILDING HEIGHT RAFTER TO 8'WALL:Md COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL S0. FT, OF CONSTRUCTION CEILING JOIST V WALL:3-8d COMMON EACH PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE 10'WALL:4-ed COMMON JOIST TOE-NAIL DESIGN CRITERIA 1995 55C HIGH.WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR LANS C 055 SECTION AND GENERAL NOTES PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE IO COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONSROOF (GROUND SNOW LOAD) 45 BLOCKING 2-8d COMMON EACH TOE (LIVE LOADS P5F) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END ROOMS (SLEEPING) 30 TO RAFTER 2-16d COMMON END NAIL STAIRS 40 WALL FRAMING: GAURDRAIL5 (ANY DIRECTION) 200 EXPOSURE CATAGORY JOINT DESCRIPTION QTV SPACING NAIL NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO 2-16d COMMON PER FACE NAIL (ROOF - FOUNDATIOW DETAIL PAGE s GIENFRAL NOTE PAGE TOP PLATE FOOT SEE NOTE:1 NAILING SCHEDULE SEE GENERAL NOTE PAGE TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS FA SIDE NAIL EGRESS SEE FLOOR AN AND WINDOWSCHEDULE STUD TO 24' FACE STUD 2-16d COMMON O.C. NAIL HEADER TO 16d COMMON 16"0.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,2 END JOIST OR BLOCKING PWMBING RISER DIAGRAM FLOOR FRAMING: JOINT DESCRIPTION NQTy SPACING NAIL NOTES JOIST TO: 4-lid COMMON PER TOE SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2-8d COMMON EACH TOE TOJOIST END NAIL FIRE PROTECTION BLOCKING EACH TOE SEE FLOOR PLANS TO JOIST 2-Bd COMMON END NAIL (SMOKE ( G02 DETECTORS) BLOCKING TO: EACH TOE i U55 SIGN N/A - TAN A STICK AME CON i UCTION SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL ENERGY CA CU ATIONS RIESCHECK 3.5 RELEASE I LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA JOIST ONLEDGER 3-8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST PER END GROUND WIND SEISMIC FROST WINTER ICESHIELDTO JOIST 3-16d COMMON JOIST NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS BAND JOIST TO: 2-16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE:1 45 LBS. 120 B SEVERE 4FT. MODERATE SLIGHTTO 11 NONE ROOF SHEATHING: TO HEAVY MODERATE JOINT DESCRIPTION OTV SPACING I NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: sTRucruRAL PANEL Be AS PER TABLE 3.8 WFCM-SBC SHEATHING LOCATION IL SPACING NAIL SPACING AT ANELEDGES SUPPORTS THE PANEL DIATE NOTES FIELD ATPN CEILING SHEATHING: _ 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6.O.C. SEE NOTES:1,3IPTION NAIL NAIL INTERIOR ZONE 8d COMMON 6"C.C. BJOINT DESCR d COMMON @ 12'O.C. SEE NOTES:1(BOTH FIELDS) OTY. SPACING NOTES NOTE:2 FOR PANEL FIELD GYPSUM 6d COOLERS 7' O.C.EDGE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4'O.C. 8d COMMON @ 4.O.C. SEE NOTES:1,3 WALLBOARD 10"OC.FIELD NOTES WALL SHEATHING: NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION OTY SPACING NOTES 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak, STRUCTURAL Bd COMMON AS PER TABLE 3.9 PANELS WFCM-SBC the 4 foot perimeter edge zona attachments required shall be used. 7116"OSB 3"O.C.EDGE 2).Tabulated 12 inch o.c.nail sparing assumes sheathing attached b rafter/truss framing members with G>0.49. PLYWOOD 6d COMMON 6"O.C.FIELD For framing members with<0.424G<0.49,the nail spacing shall be reduced to 6 inches o.c. GYPSUM 5d COOLERS 7" O.C.EDGE Tabulated 4 inch o.c.nail spacing assumes sheathing la rafter/truss framing members with G>0.49.for 10.O.C.FIELD fro WALLBOARD framing members with 0:42<G<0.49,the nail sparing shall be reduced to 3 inches o.c. JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: sTRU 1I"ORALPANELs ed COMMON 6 o: EDGE "OR LESS 12'O.0.0.FIELD SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NO 4'EDGE ZONE ed COMMON @ 6'O.C. Bd COMMON @ 12'O.C. SEE NOTES:1,3(BOTH FIELDS) THESE NOTES ARE ONLY TO BE REFERRED TO IF NOTE:2 FOR PANEL FIELD MENTIONED IN SCHEDULE NOTES ONLY. INTERIOR ZONE j8d COMMON @ 6.O.C. 8d COMMON @ 12.O.C. SEE NOTE:3 1).Nailing requirements are based on wall sheathing NOTES nailed 6"on-center at the panel edge.If wall sheathing is nailed Yon-center at the panel edge to obtain higher shear capacities,nailing requirements for structural THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. members shall be doubled,or aftemate connectors, 1).For wall sheathing within 4 feet of the comers,the 4 fool edge zone attachment requirements shall such as shear plates,shall be used to maintain load path. be used. 2).When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with to be reduced tot-16e nail per foot. G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 3).For exterior panel siding,galvinized box nails shell be permitted to be substituted for common nails. a / lZ,`�.�-' 1 Y r♦j i1 t l 3 O• WIND RESISTANT CO ST UCTION CONNECTORS N R CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RTIS APPLY TO EACH RAFTER(USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND, FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 15T, FLOOR-UNDER-SILL PLATE MSTA36 OR R616-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION ANCHOR BOLT CONNECTION FOUNDATION 5/8'DIA.ANCHOR BOLT FOR ALLOWING CONNECT CORNER STUD SUPPORTING MAXIMUMSPACING HOLDDOWN INSTALLATION TO TRANSFER SHEARSILL PLATE TO FOUNDATION 1STORY 72'OC CRAWL SPACE OR FOOUNDATION o FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION y STORIES 36'OC COMMON NAILS m 6° O.C. (CRAWL SPACE OR WALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) LAB-ON-GRADE 1-2 STORIES 57'OC SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS (USP LBP658 OR BP583) �. SHEAR WALE CORNER CONNECTION t 17 RAFTER NOTCHED RAFTER RIDGE RIDGE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING: RAFTER RAFTER TOP PLATE TOP PLATE ---0 WALL STUD WALL STUD TYPICAL RAFTER TO WALL STL CONNECTION ALTERNATIVE-RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER - !! JOIST FRAMING OVER WOOD GIRDER WALL STUD WALL STUD O BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE JOIS DOUBLE JOIST DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE .JOIST FOR NON-BEARING WALLS y, 40 ',•q;+.��: -vim 2ND. FLOOR WALL STUD KING STUDS 2ND. FLOOR PLATE CRIPPLE STUD - SUBFLOOR ' RIM BOARD HEADER O WOOD JOIST GIRDERMEADER IST. FLOOR TOP PLATES JACK STUDS -O WOOD JOIST IST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST. FLOOR WALL STUD IST. FLOOR PLATE SUBFLOOR SILL GASKET E WALL STUD TERMITE SHIELD OTTOM PLATE RIM BOARD SUB FLOOR DBL. SILL PLATES I DOUBLE JOIST DOUBLE SILL PLATE DOUBLE JOIST-4 (TO OVERLAP JOINTS) FOUNDATION WALL p FOUNDATION WALL V D O n •p_ 'p D ' D DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORIR4 il'✓ +�,4 tai �., . cj v`. b TYPICAL DECK WIND UPLIFT REQUIREMENTS HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADER UPLIFT METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN lbs. INSTALLATION BY MANUFACTURE. 6' 1408 PRODUCT UPLIFT GALV. MINIMUM NUMBER DESCRIPTION lbs. FASTNER REQUIRED 20 lo' 314'11 4x4 POST: (12) 16d COM. NAIL 12' 2611 PBS44 POST CAP 1815 BEAM: (12)16d COM. NAIL e 1859 4x4 POST: (8)16d COM. NAIL 28. e' 2415 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 10' ww BEAM/GIRDER:(2)5/8'BOLTS 12' 3118 KC44 4x4 COLUMN CAP 3265 POST/COLUMN:(2)5/8'DIA. BOLTS b' 2310 36' 8' 3081 44 FOOTING/PIER:S/8k7 ANCHOR BOLT 1o' 3851 12' 4621 PAU44 POST ANCHOR 2240 POST/GIRDER: (12)16d COMMON NAILS 4x4 WET POST ANCHOR CBE44 COLUMN BASE 3585 POST/GIRDER:(2)1/2'DIA. BOLTS CONNECTIONS FOR: KC644 4x4 5650 WET POST ANCHOR UPLIFT JOISTS- ONECTI /HEADER COLUMN BASE POST/GIRDER:(2)5/8'DIA. BOLTS ,e o, DECK CONNECTION MIN. ad NAILS 6x6 POST: (12) 16d COM. NAIL e SPAN CAPACITY REQUIRED PBS66 POST CAP 1815 BEAM: (12) 16d COM.NAIL 0 12' 421 Ibe. 4 6x6 POST: (8) 16d COM.NAIL p. Ib' 526 Ibe, 5 PBSE66 END POST CAP 1430 BEAM:(8) 16d COM.NAIL 20' 626 Ibe. 5 6x6 BEAM/GIRDER: (2)5/8"BOLTS o —_ — — — — — — 24' 126 roe. 6 KCC66 COLUMN CAP 5225 POST/COLUMN: (4)5/8"DIA.BOLTS „III=III_III-III=III 111111-III-III_III-11 „III-III-III 28' 826 Ibs. 1 TYPICAL DECK 32' 921 Ibe. 8 PAU66 6x6 2350 FOOTING/PIER:5/8 x7"ANCHOR BOLT N.T.S. 36' T10 Ibe. l POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS 6x6 WET POST ANCHOR CBE66 COLUMN BASE 3570 POST/GIRDER: 2 1/2'DIA.BOLTS 6x6 WET POST ANCHOR KCB66 5640 POST/GIRDER: 2 5/8'DIA. BOLTS COLUMN BASE POST/GI C O --� TY-DOWN JOIST: (6)8d COMMON NAILS RT10 ANCHOR 585 HEADER/GIRDER: (6)8d COMMON NAILS ALT. RT20 TY-DOWN 1105 JOIST: (9) 10x1-1/2 NAILS ANCHOR HEADERIGIRDER: (4)10d COMMON NAILS INSTALLATION NOTES: _ 1).ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR r 2). HEADER 8 GIRDER CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP 3).EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS. JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. GARAGE APPROVED AS NOTED CERTIFICATION OF DATE: /O o'/6 B,p,U 308a3� NAILING & CONNECTIONS REMOVE FEE 402/3 f BY: E)F'e REQUIRED. NOTIFY BUILDING DEPARTMENT AT 765-1602 8 A TO 4 P FOR THE W FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED I- FOR POURED CONCRETE IN 1VU GL R 2. ROUGH - FRAMING & PLUMBING K F 3. INSULATION = 4. FINAL - CONSTRUCTION MUST Ku N BE COMPLETE FOR CO. f 1 4 D a 5 ALL CONSTRUCTION SHALL MEET THE L I NG EX15T. g S EXIST. CL' REQUIREMENTS OF THE CODES OF NEW DVN III ~ U YORK STATE. NOT RESPONSIBLE FOR f I O 3 DESIGN OR CONSTRUCTION ERRORS. ��I X w EXIST. HALL O m E REMOVE x W (S.D. � '� N COMPLY WITH ALL CODES OF p O o BEDROOM � u1 NEW YORK STATE&TOWN CODES m 1 l kb g 0- K AS REO'JIRED AND CONDITIONS OF 0 EXIST. 4 - 2x4 POST - PROVIDE N SOUTHOLDTOM, ` < ID EXIST. SOLID 51-001<I1,16 TO c0 EXIST. 2 - 2X10 EXIST. BATH FOUNDATION (TYP) � SOUTHOLD TOI"r��'_pNNING80ARD .¢ ED O SOUTHOLD10NtvTAU5TEE5 m REMOVE AND - — N.Y.S.DEC cn — r 2ND STORY WIV�INDOW LL N a -NEIRNT- - - NEW X Z OVER HAN6 DESK G O T CLOSI � X OCCUPANCY OR USE IS UNLAWFUL o o < m REMOVE AND REIN5TALL DOOR _ 2x10 ® Ib" O.G. � ' 2 10 ® Ib" O.G. .� WITHOUT CERTIFICATE! ++} _ ry R.R. Q `) ®F OGGUIl�Y �. VNEW DECK U- � �,p � O O � D- ' ry h UNDERWRRERSCERTM ry 26' PLUSH REQUIRED d HEARTH z �D X 2-2x6 P03T U 6 LZYPL mV 7 0 W I p O N hl dD li� 2-2x6 POST ry 1-1.-1 BENCH V BOOKS 5 - 1 5/4' V O 7—, \ (L(� v R.O. R.O. R.O. TW5052 T1,45052-2 TY45052 4'-43/4" 6'-2}(6' 4'_43/x° b'_O" 5'-q" b'_6" 3'-A" 6'-O' 22'-6" +/_ CONT. RIDGE VENT O F z ROOT= CONST. z z PROi=OSED A1221 TI ON - FLOOR PLAN 7 ASPHALT SHINGLES OVER I5# BLDG �i �(I�I 2"X6" COLLAR TIES PAPER R ICE/WEATHER SHIELD ON Y2" 5GALE: 1/4"= 1'-0" @ 16" O.G. W/R-50 GDX PLY. ON 2"XIO"R.R. @ 16" O.G. IN/ — Q z IN5UL. BETWEEN APPROVED RAFTER TO PLATE TO Q STUD HURRICANE CLIP (TYP) W/R-30 n, IN5ULATION BETWEEN —n 1'-0" O.H. W/ GONT. SOFFIT VENT (TYP) WALL GON57. Q LLI 51DING TO MATCH EXI57ING (V.I.F.) OVER F.F TYVEK ON Y2"GDX PLY. ON 2"X6" . ^ O STUDS g 16" O.G. W/ APPROVED HURRICANE U / 2 - 2"xb° Aca SILL—��. : STRAPS TO PLATE (SEE DETAILS) W/R-19 O 13/4"X9� MIGROLAM 2' P. GONG. SLAB OIN INSULATION BETWEEN, FINISH W/Y2" GYP. W.B. GIRDERS COMPACTED EARTOL H ?, m DRAWN BY: KWS 8" P G. WALL u r SCALE: AS NOTED GONG. BLOCK PEIR so �n"•`.. ON 2'X2'XI' DEEP ON 8"X16" FOOTING INSCytix JOB #: W/(2)#5 REBAR �I POURED GONG. PAD DATE: 10/13/2004 W/#5 REBAR (TYP) la4 N SHEET NUMBER: SECTION A-A � d� I q� J117SQ '4A SCALE: Y4° = '-O" ' ','tee' REVISIONS: PROPOSED ADDITION EXIST. ROOF IEEE] CRICKET BEYOND if) V � T IE Tri �F;'H � 6Lm = `rn ' z m 4�1 X AE . .. ....... ..... . .: ;. . .;• F.F. V x I I 1 •I: I I . 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EXI5T. 14/12 4/12 W �X /4/12 NEW ill 4/12 c0 EXISTING HOUSE SCUPPER W/ OVERSIZED m �t 5 N DOWNSPOUTly —0 s rm- x m SCUPPER W/ — — — — — — — — � � 0 � � OVERSIZED V' x E 2ND FLOOR DOWNSPOUT Q WALL LU ~ I NEW NEW ~ a V12 I I I I I � Z z EXI5TING HOU5E ROOF WALL 1 (� -- -- —'—'--- 5' WIDE ACGE65 EXI5TING — — V 0- 2x8 LEDGER (TYPJ FOUNDATION —J\ L — — — J tO LL I V 0 L L ROOF PLAN �' 11 p� LiII v o q§. 6P1 4D @ 16" O.G. i- Z Z ~ z 12110 GONG. FILZ 'NLED SONOBE TO B' T' 16" LU K ¢ I r' I m w BELOW GRADE (rYP) � V 'i x � I uOL N i ^ 2-2x10 MIGROLAM I i �j✓ I GIRDER, in Q O GONG. BLOCK PIER J '' W 2-2xl�ry 12"0 (TYF.) r F - -1 ON 2"2"1, DEEP � � � ��� Z (� L J W ill EIll (TYP.)D I'D V / Q LU z U LL Q _ ry GIRDER— BEARING I " , VW a oil ET N L PO — \ +0 NEW DECK 1,611 D17l NEW AADDITION 5 GA A SCALEE:: A5 S NOTED FOUNDA71 ON PLAN �gp �Ac j��ry cy��� boa #: �* ��l�a u DATE: 10/13/2004 SHEET NUMBER: 2 A5 GARAGE REMOVE W H u1Q GL R UV 5 N EXIST. f l D a LIVING EXIST. m V EXIST. GL. `'f—G ISI N KITCHEN fl�lo � m I X W EXIST. HALL m REMOVE x 1 1 Ws.D. D�� af�lL�Y'i m v m E j � pp � I- IS M ry m l l Q O D it Lu d( O EXIST. 4 - 2x4 POST - PROVIDE EXIST. 2 - 2x10 EXIST. BATH SOLID BLOGKIN6 TO '� > m FOUNDATION (TYP) N V — _ - - � cNv O m m REMOVE AND to REINSTALL < 2ND STORY -NENt-- - - -- NEW OVER HAN6 WINDOW DESK G G OSE In X X Z O m � � 0 tILL REMOVE AND REINSTALL DOOR 2x10 ® Ib" O.G. � ' 2 10 ® 16" O.G. c0 n,' _ N R.R. Q N m 'S� V O NEW DECK ; LL N ~ < x O ry K J o m N 2l N Q K FLUSH ; J IL HEARTH W x 2-2x6 POST z m m ° J n LL x lavey d) m _ m Z � n i T o 0 LL V x (Ii L0 �— v 2-2x6 POST N ~ N (Trp)19'_0" z BENCH BOOKS L- 514 x 9 I/2" BOOK5 k z O v tlOL R.O. R.O. R.O. T O 2 T01505:2-2 TW3052 4'-43/4" b'-29{6' 4'-4e/4' 6'_O" 3'_9' 6'_b" 3'_q" 6'-0° 22'_6^ +/_ CONT. RIDGE VENT O W O z ROOF CONST. 12 - PROPOSED ADD I TI ON - FLOOR FLAN 7 F— A5PHALT 5HINGLE5 OVER 15# BLDG w K 2"X6" COLLAR TIES PAPER $ IGF/WEATHER 5HIELD ON Y2" SGALE: I/4"=1'-O" I6" D.G. W/R-30 GDX PLY. ON 2"XIO"R.R. o 16" O.G. W/ Q O NSUL. BETWEEN APPROVED RAFTER TO PLATE TO STUD HURRICANE CLIP (TYP) W/R-50 n� INSULATION BETWEEN 1'-0" O.H. W/ CONT. � SOFFIT VENT (TYP) • Fff , N ZILNALL GON57. Q SIDING TO MATCH EXISTING (V.I.F) OVER P.P TYVEK ON Y2"0DX PLY. ON 2"X6" 2 - 2"X6' AGO SILL STUDS a 16" O.G. W/ APPROVED HURRICANE OL PG STRAPS TO PLATE (SEE DETAIL5) VVR-14 (5) I5/4"Xcil MIGROLAM2' P. GONG. SLAB ON INSULATION BETWEEN, FIN15H VVY:2" W.B." GP. GIRDERS GOMPAGTED EARTH O Z BY: KWS F.C. WALL GONG. BLOCK PEIR 8" SCALE: AS NOTED ON 2'X2'XI' DEEP ON 8"X16" FOOTING u` ��;,�•, JOB #; POURFD GONG. PAD W/(2)#5 REBAR o , DATE: 10/13/2004 W/#5 REBAR (TYP) 5HEET NUMBER: SECTION A- Y k y A I SCALE: Y4° = I '-O"