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HomeMy WebLinkAbout40808-Z ��4�g11FFOt,i-�pGy Town of Southold 9/19/2017 P.O.Box 1179 a d' z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39223 Date: 9/19/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 1880 Sigsbee Rd., Laurel SCTM#: 473889 Sec/Block/Lot: 144.4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/22/2016 pursuant to which Building Permit No. 40808 dated 6/29/2016 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Berger, Suzanne&Lojac,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 17-45924 09-06-2017 PLUMBERS CERTIFICATION DATED 09-11-2017 J, ee's Plumbing t o ized Signature Q�SaFFocx�oTOWN OF SOUTHOLD BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40808 Date: 6/29/2016 Permission is hereby granted to: Berger, Suzanne 35 Baldwin St Farmingdale, NY 11735 To: make interior alterations to an existing dwelling as applied for. r At premises located at: 1880 Sigsbee Rd., Laurel SCTM #473889 Sec/Block/Lot# 144-1-13 r Pursuant to application dated 6/22/2016 and approved by the Building Inspector. To expire on 12/29/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $392.00 CO -ALTERATION TO DWELLING $50.00 Total: $442.00 Buijding I ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 ate. New Construction: Old or Pre-existing Building: (check one) Location of Property: 20O 171 House No. Street Hamlet Owner or Owners of Property: pdt—:TLL L6l zX,— Suffolk County Tax Map No 1000, Section 14-4— Block 6�') Lot l Subdivision Filed Map. Lot: Permit No. 2 y Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) 11 O® Fee Submitted: $ ' A plicant Signature Certificate of Compliance ... ................... .. ......................... ..................... ....................... .. ................. ..................... ..................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .... ..... ..................................................... ..... .............i...... .................. I...................... ................ ........ CERTIFIES THAT Upon the application of Upon premises owned by R J Corazzini Electric Peter Lojac 320 Richmond Lane 1880 Sigsbee Road Peconic' NY 11958 Mattituck, NY 11952 Located at: 1880 Sigsbee Road, Mattituck, NY 11952 Application Number 17-45924 Certificate#: 17-45924 Electrical License#: 33419-ME Section: Block: Lot: Building Permit#- 40808 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Renovation of Kitchen, 2 Bedrooms, & Living Room A visual inspection of the premises electrical system, limited to electrical devices and wiring to, the extent detailed herein, was conducted in accordance with the requirements of the applicable, code/or standard promulgated by the State of New York, Department,of State Code Enforcpme�n*t` and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 6th day of September 2017 Name QTY ' Paddle Fan - 15 Amp, 120V 2 Dryer Circuit- 30 Amp, 220V 1 Switch - 15 Amp, 120V 16, ARC-Fault- 15 Amp, 120V 2 Incand. Fixture - 15 Amp, 120V, 16 Dimmer- 15 Amp 120V 1 Combo SD/CO - 15 Amp, 120V 1 Service Feeder- 100 Amp, 240V 1 Electrical Inspector: Anthony Giordano =1 OX11111111111111/Z 13 .......... 6 E P 2 2 2017, IaAPPROVEDoJ /. ................ ByjILDING DE'PT- OWN OF S HOLD This certificate is not valid unless raised seal is present. Certificate of Compliance., CERTIFIED-ELECTRICAL'INSPECTIONS, INC. 188-PARK AVENUE _ AMITYVILLE,.NY 11701 _ - P : (631) 59,8-561 0 ...... ............. . :.................:.... ... .. CERTIFIES THAT - Upon the,application of'. _.-'.Upon premises owned by = R,J CoraIzzini Electric Peter Lojac = _ Richmond Lane. 1880 Sigsbee Road Peconic,iNY 11958 Mattituck,-NY 11952 _ = Located at:'1880'Sigsbee Road, , -- Mattituck, NY'l1952 :Application Number#: 17=45924 ., Certificate#: 17-45924 " 'Electrical License#: 33419-ME _ _ Section: = Block: Lot:' Building'Permit#:',40808 :Name _ QTY - AC Blower 15-Amp, 220V -1 AC Condenser= 30 Amp, 220V 1 _. Duplex-Receptacle -:15 Amp, 120V: 21 .- _• Exhaust Fan - 15 Amp, 120V 1 = -''GFI Receptacle-15 Amp, 120'V 7 Meter- 100 Amp,240V. 1 _ Motion Light Fixture -15 Amp, 120V 2 ' _ SerVice;Disconnect- 100 Amp', 240V 1- Smoke Detector- 15:Amp, 120V= 1 Electrical'Inspector:,Anthony Giordano \\`\\�\\\11111111117!/////// (ELIC.... -: - - - .- '` _ - _i '_ - _ - . I_ -� _ -__- - .- - ,' ' ' •`�`,Cj,'.,''''•'�� 'SSA J - - , a'APPROVED• .11 ............. `\moo D 'his certificate is not valid unless raised seal is present: - _ .-SER 2.-21 2017 BUILDING DEPT.: , - -TOWN QF.SOUTHOLlD = , ' 74juno:) sajcdxg uotssnucuo0 jjnS u?pai,�Ou.Ld1S'OI'19nd ANVIOH HDS-ZI'VD'1'JnR ajignd AMoN --UOZ 3o Anp F.—o0 sM aui aiojaq of uiomS (amnrt�iS siaq 'Pml %110 01/Z nnp"ssai signmoo uialsAs-Aiddns jolum aip ui pasn.iapios ati;4up Ajgm i (}uiid amid) - evJ t.VjLvRty -r 7fcdu--A(( ► 5,7DZ ' :mqucrnid (jur d aseaicl) ' _ - •.- - . . - - � � °N mad guiPjing Q'I0Iamos 30 MAOI _ MOELMOS AO lAOs .LIN C d3S = imaKLwvdactomu- rng uo - I�,e j 6560-ILEI I fox MaN`PlotunoS • h 6LII Xog'O"d ZQS6' 3L(I£9)XedPL2I SIN SL£bS Zf)$I=S9L-(1£4)ouogdoloZ XQUUV RUH annoy OilS 40?p pF SObj�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION 1ST [ ROUGH PLElG. [ ] FOUNDATION 2ND [ ] INSULATION [VKFRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J . 1 DATE �� / INSPECTOR2!!� oe> O' pF SOUr�o h l0 o�y�OUMN 9� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL NUGH) [ ] ELECTRICAL (FINAL) REMARKS: wo lk DATE O� 02.91 � INSPECTOR -2 • `� . ,*rjf so coulm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR7% yo�og \OF SOblyolo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] JNSULATION [ ] FRAMING / STRAPPING [ V .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL ; REMARKS: 3- s I AZDATE INSPECTOR D D lrgt ,, : Delfino Insulation Co., Inc. AUG 3 0 2017 is r 317 Burman Blvd,Calverton,NY 11933 -- T �+'�"iia TOWN OF SOUTHOLD CERTIFICATE OF INSULATION JOB INFO: West Way Carpentry Corp DATE OF INSTALLATION: 08/18/16 1880 Sigsbee Road Mattituck,NY 11952 2X6 CLOSED SLOPED CEILINGS EXTERIOR WALLS TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM El CLOSED CELL FOAM 5 R-33 ❑ CLOSED CELL FOAM 0 FIBERGLASS 6.25 R-19 Q FIBERGLASS 3.5 R-15 ❑ CELLULOSE ❑ CELLULOSE 2X8 CLOSED SLOPED CEILINGS 2x4 Open Kneewalls TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM D CLOSED CELL FOAM 2 R-13 ❑ CLOSED CELL FOAM ❑ FIBERGLASS Q FIBERGLASS 6.25 R-19 ❑ CELLULOSE ❑ CELLULOSE CRAWSPACE WALLS CRAWSPACE CEILINGS BACK CORNER TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM Q CLOSED CELL FOAM 2- R-13 ❑ CLOSED CELL FOAM ❑ FIBERGLASS ❑ FIBERGLASS 6.25 R-19 ❑ CELLULOSE ❑ CELLULOSE D FIRE CAULKED TO CODE DATE OF INSTALATION: 08/19/16 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE �t a • . o Sf IP I / STATE nNBROY CODE e WW W4 IF OEM ,I u _,a n • 4 , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 0Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form ` N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 D Single&Separate D - , Storm-Water Assessment Form l - 2016 Contact: Approved ,20 � L=N \ Mail to: �NAK Disapproved a/c DPT OU'1171 Phone:Expiration Z "Z ,20� Inspe _ y APPLICATION FOR BUILDING PERMIT Date eCJ , 20 6v INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to•the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the'work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. _f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant 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 P&-7250_ (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. 4:)PI—aAe, G Z— Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land}on''�vhich proposed work will be done: House,Nuthber `w '-;:.!A. -Street Hamlet County Tax Map No. 1000 Section Block Lot E Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy l�l7161°tj-1?6 b. Intended use and occupancy .—lye 3. Nature of work(check which applicable): New Building Addition Alteration VZ— Repair Removal Demolition Other Work ,, (Description) 4. Estimated Cost ��' C7 �� r-+ ­\°r;Fc�z � ��C7 �o' be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelli: units on each floor If garage, number of cars l ` VU 6. If business, commercial or mixed occupancy, spe f Fnatl i� ati Xtent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth?j6'_-4—c Height G ', 14 ,5( Number of Stories Dimensions of same structure with alterations r addit ns: Front �- ✓� Rear 16.Sg Depth `�_* Height CCy 40 Number of Stories 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories c 9. Size of lot: Front lf­�O Rear 1190 Depth `4-1—,; 10. Date of Purchase 427, 100V A� Name of Former Owner 11. Zone or use district in which premises are situated I-e— 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO ti/ ill excess fill be removed fromp remises? YES NO Z 14. Names of Owner of premises �4eZb' ZOC3C Address Phone No. ..614,"2b" -d62C Name of Architect Address I&M erPhone No 691 - 472 4624— Name 62¢Name of Contractor A0Z2&/ Address V VPhone No. e'V— 26�6 �8(0 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 BF/REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO fit// * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 'V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 4aj / l/LlGLf being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ArG���� (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. Sworn to be me thi TRACEY L. DWYER 22 da of 20 /6 NOTARY PUBLIC,STATE OF NEW YORK y NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY X L/ COMMISSION EXPIRES JUNE 30,2-W otary Public Sighture of Applicant Scott A. Russell ,��® �� STO][ZI��1 WA\T]EIR� SUPERVISOR MA NA\(Gt]EM]EI T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT III VOLLVE ANY) OF THE ]FOLLOWING: Yes NO 00, (CHECK ALL THAT APPLY) ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El 56. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®[Rec. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ® vQ(D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 WE, Site preparation within the one-hundred-year floodplain as depicted [I B( on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a complet d Check List Form to the Building Department with your Building Permit Application. S APPLICANT (Propert N%1 r,9 n rofessional,Agent,Contractor,Other) .C.T.M. Date 1000 ^� ��yy-'�� �/,�/ fi�D [/utnct 2 NAME. / i2Q? 1 T /Im Section Block Lot p ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 4���' 4— Z91-- lTekpFwne�umherl Reviewed By: — — — — — — — — — — — — — — — // Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — ��� Approved for processing Building Permit. (� Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 9 �Of SO�jly osC71 UVN Town Hall Annex Telephone(631)765-1802 54375 Main Road (631)765-9952. P.O.Box 1179 G @ roger.rlChert tow n.southo9d.ny.us Southold,NY 11971-0959 �o BUILDING DEPARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: CElcc ZZ r ✓1 i �C�'ir (.� Date: - Company Name: Name: xZ - �� License No.: Address: Phone No.: 3 K_ JOBSITE INFORMATION: (*Indicates required information) *Name: Z'O G C *Address: *Cross Street: A/ ayS *Phone No.. - i Permit No.: to Tax-Map District: 1000 Section- Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 4 (Please Circig All That Apply) *Is job ready for inspection: �Y / NO '�O��:� Final i *Do you need a Temp Certificate: YES/ 0 Temp Information(if needed) ' *Service Size: 1 Phase 3Phase 100 150 200 300 $50 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION l - ff -15 i 82-Request for inspection Form l G ���� flo 16 :rxx r . rp 1 �. an r i a. i ,oe„ a i SURVEY OF LOT 33 AMENDED MAP OF MA TTIT UCK PARK PROPERTIES INC. FILED JAN. 12 1926 FILE NO 801 AT MATTITUCK TOWN OF SOUTHOLD Ycccarino o,W N o= SUFFOLK COUNTY, N. Y 04-12-2016 T ft 1000-144-01-13 �pZ os �1oNE x SCALE.• 1'— 20J. OR\�EP 0 `[� NOVEMBER 25, 1987 NOVEMBER 2, 2015 APRIL 12, 2016 (REVISION) N VNK�� Goffs G WPB �9 FE•. CrypiN 30•� 5 G� � 45• / ,N ocr, -. cr ' "C: E 0 k0.6. 'p N6g•22 E� 600 OR 5 3 1 NpvSE O 0�•5. Rf9� 11t ' o p� 3a GONGS Glc WP 1 a1 Nco � SSP � FE•.N i 0.9 2 SSC6o StPKE ocs O z � FE• ��O CHP�N UN 568.22 p1PE CERTIFIED TO: � SUZANNE M. BERGER 00 Q q 1,i-, BETHPAGE FEDERAL CREDIT UNION O �( JJ FIRST AMERICAN TITLE COMPANYco • = Rebar =�Yy ` ^�,p`.i A = Stake • = Pipe ■ = Monument , LIC. NO. 49618 ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON PECON ,U EYO S, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF Total Area = 7,237 Sq. Ft. P.O. BOX 909 SAID MAP OR COPIES BEAR 77-IE IMPRESSED SEAL OF 7HE SURVEYOR or = 0.166 Acres 1230 TRA VELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 37-911 - Generated by REScheck-Web Software CJ( Compliance Certificate Project THE LOJAC RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 12% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1880 SIGSBEE ROAD MATTITUCK, New York 11952 0 ® t }4e�'WVi 0_ ® "�j:Y"• x,y,•;Ji'�4.V im �A.r.—.•;.t.` _ �.' F'P3�iu _ - N F.`_ -, .; 00 Compliance: 2.1%Better Than Code Maximum UA: 190 Your UA: 186 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat or Scissor Truss 494 30.0 0.0 0.035 17 Ceiling:Cathedral 345 23.0 0.0 0.044 15 Wall:Wood Frame,24in.o.c. 995 15.0 0.0 0.074 63 Window:Wood Frame,2 Pane w/Low-E 121 0.300 36 Door: Solid 20 0.400 8 Floor:All-Wood Joist/Truss Over Uncond.Space 995 19.0 0.0 0.047 47 Compliance Statement. The proposed building design desc b d ere is consistent with the building plans,specifications, and other calculations submitted with the permit application.The pro o e ui s been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck d to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 0i:L fo22 ( Name-Titled �"�.�� i re D e �REe 021 _4 NBN Project Title:THE LOJAC RESIDENCE Report date: 06/22/16 Data filename: Pagel of 6 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID ; 103.2 ;,Construction drawings and ❑Complies [PR1]1 documentation sufficiently ❑Does Not COO ,;demonstrates energy code compliance for the building []Not Observable envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]1 :demonstrates energy code v compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units must demonstrate compliance !with the commercial code. { ' 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not on loads per ACCA Manual J or other approved methods. Btu/hrg Btu/hr—g ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE LOJAC RESIDENCE Report date: 06/22/16 Data filename: Page 2 of 6 i Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 {Exposed foundation insulation ;❑Complies [FO11]2 I protection. ;❑Does Not I U I ;❑Not Observable; ❑Not Applicable 403.8 I Snow melt controls. ;❑Complies [FO12]2 I ❑Does Not ;❑Not Observable; i ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE LOJAC RESIDENCE Report date: 06/22/16 Data filename: Page 3 of 6 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.4.4 ;Fenestration that is not site built ❑Complies ; [FR20]1 is listed and labeled as meeting ❑Does Not U `AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not J and labeled to indicate&It;=2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not v :building cavities used as return ducts are sealed. j ❑Not Observable ; (( ❑Not Applicable 403.2.3 ,Building cavities.are not used as ❑Complies ; [FR15]3 !ducts or plenums. ❑Does Not J ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- j R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids ❑Does Not J below 55°F are insulated to R-3. ;❑Not Observable ; j ;❑Not Applicable 403.4 Circulating service hot water ; R- ; R- ;❑Complies [FR18]2 pipes are insulated to R-2. ;❑Does Not 1 ❑Not Observable El Not Applicable 403.5 JAutomatjc or gravity dampers are ❑Complies ; [FR19]2 installed on all outdoor air IE]Does Not J intakes and exhausts. ❑Not Observable ; J❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE LOJAC RESIDENCE Report date: 06/22/16 Data filename: Page 4 of 6 Section • # Insulation Inspection Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation labeled or ;❑Complies [IN13]2 i installed R-values provided. ;❑Does Not U ;❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE LOJAC RESIDENCE Report date: 06/22/16 Data filename: Page 5 of 6 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies. Comments/Assumptions & Req.ID 402.4.2, Building envelope tightness ACH 50= ; ACH 50= ;❑Complies 402.4.2.1 verified by blower door test result; ;❑Does Not [FI17]1 of<7 ACH at 50 Pa.This v ;requirement may instead be met ; ;❑Not Observable via visual inspection, in which ; ;❑Not Applicable case verification may need to occur during Insulation ; Inspection. ; 403.2.2 ;Duct tightness via post- I cfm cfm ;❑Complies ; (FI4]1 construction with maximum ; :❑Does Not leakage of 8 cfm to outdoors,or ; ❑Not Observable 12 cfm across systems. For ; ; ;rough-in tests,verification may ; ;❑Not Applicable need to occur during Framing ; Inspection,with maximum leakage of 6 cfm across systems ; and 4 cfm without air handler. j 403.1.1 Programmable thermostats ❑Complies [Flg]2 installed on forced air furnaces. ❑Does Not J []Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not v ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable i❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not Q ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. ' []Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: THE LOJAC RESIDENCE Report date: 06/22/16 Data filename: Page 6 of 6 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Rating R-WIllue Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/ Roof 30.00 Ductwork (unconditioned spaces): s.. Window 0.30 Door 0.40 &Cool Ing Equipment Efficienc Heating System: Cooling System: Water Heater: Name: Date: Comments ' PAh- ", OVF-D AS �,J TE �;� � SL's vvi i 1•q Aral_.CODES OF . � i°�E 1J,1 YQRK 5 T ,•t T©VIlI CODES DATE:. B.P.it® AH, GGr !E-" � F AS REQUIRED H, � ' FEE.-�..,��. .�-� S L n TOWS!ZBA �IC�TIFY BUILDING, DEPARTi'JIENT AT , D,hi pLAi�,d1�lG BOARD 705 9 802 $AM T O 4 PM FOR THE � FOLLOWING INSPECTIONS: EES TWO REQUIRED 1. FOUf(DATION - FOR POURED CONCRETE 2. ROUGH'- FRAMING & PLUMBING $. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. � � � 9��� ALL CONSTRUCTION SHALL MEET THE , • �@ ODES OF NEW ��'�°.�',� FANCY REQUIREMENTS OF THE CU� �� UNLAWFUL YORK STATE.CONSTRUCT ON OR PONSIERRURS. �'qm e �� DESIGNWITHOUT CERTIFICATE OF OCCUPANCY DESIGN CRITERIA: 5'-3 1/2" _ 30'-1 1/4" J ALTERATIONS 9'-0" 10'-2" J J 7'-3" ® TO THE GROUND SNOW LOAD - 45 PSF. TW2442 TW2442 TW21036 0 LIVING AREAS AND DECKS - 40 PSF. SLEEPING AREA - 30 PSF. \ / WIND SPEED - 120 MPH \ / SEISMIC DESIGN CATEGORY - B WEATHERING - SEVERE00 FROST LINE DEPTH - 36 BEDROOM 1 BEDROOM 2 \ DEN / s `QJA�, DECAY TERMITE SLIGHT RTE TO HEAVY � \ / ICE SHIELD UNDERLAYMENT REQUIRED \ / RESIDENCE CD REMOVE EXISTING DESIGN IN ACCORDANCE WITH AMERICAN FOREST o 7' CEILING THIS AREA MATTITUCK, NY PRODUCTS WOOD FRAME CONSTRUCTION MANUAL 1880 SIGSBEE ROAD FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD \ III \ (3) 2x6 POST / REMOVE EXISTING / IIII /\ N o ARCHITECT \ 8' CEILING THIS AREA o I FRANK UELLENDAHL o W p ILS— _� / Q 123 CENTRAL AVENUE WINDOW SCHEDULE ��, — — — ;IIIbS-D / \ P.O.BOX 316 19447 TE GRLP631-47718624 ---- - _ALL EXISTING_WINDOWS ARE ANDERSEN-REPLACEMENT III X o Cm - ---- WINDOWS, 200 SERIES — O14 PETER W OJAC o _ __ / g 195 SKINK LANE Mark Size Description Quantity o oF ] II / \ II N CUTCHOGUE, NY 11935 KITCHEN LIVING ROOM DINING AREA � 516-205 8625 A TW2442 DOUBLE-HUNG 4 I / CATHEDRAL CEILING \ IIII / CATHEDRAL CEILING 3 B TW21036 DOUBLE-HUNG 6 F � C TW30210 DOUBLE-HUNG 1 D TW20210 DOUBLE-HUNG 1 LJ (3) 20 POST FLUSH w/ WALL FLOOR PLAN 22'-4 1/4" TW2442 TW21036 SCALE: 3/16" = 1'-0" GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM EXT'G 2x6 RIDGE BEAMC9 BUILDING CODE, AND THE NEW YORK STATE ENERGY EXTG 20 COLLAR TIES z CONSERVATION CODE, AND LOCAL AUTHORITIES. EXT'G 2x6 ROOF RAFTERS @ 24" O.C. new 2x4 TIE w/ 2 closed cell insulation and R-19 BATT INSULATION = +/-R-31 Z 2. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- TWO (2) 5x6 COLLAR BEAMS ca. 54" APART ¢ Z 4 LARCH STRUCTURAL GRADE #2 OR BETTER. ATTIC 3. CONTRACTOR SHALL OBTAIN ALL PERMITS ANDo a INSURANCE NECESSARY TO PROTECT THE ENGINEER (T G 2x6 ROOF RAFT @ 24" O.C. 0 AND OWNER. N R-30 BATT INSULATION—" (2) 1.75"x9.5" LVL BEAM w/ R-31 INSULATION N 4. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. \ (3) 1.75"x9.5" LVL BEAM C_> gm 5. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE o CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 1 c w o OWNER. o O O KITCHEN LIVING ROOM DINING AREA Exr'c 2x4 WALL STUDS @ 24" O.C. DRAWING SCHEDULE w/ R-15 STONE WOOL INSULATION (e.g ROXUL) 4 o,,, DATE: 08/31/2017 w SCALE: 3/16" 1'-0" A-1 FLOOR PLAN, SECTION, DESIGN CRITERIA 2x8 F.J. @ 24" O.C. w R-19 BATT INSULATION o A-2 FRAMING NOTES, NAILING SCHEDULE - CRAWL SPACE ` z FLOOR PLAN SECTION w SECTION SCALE: 3/16" = 1'4 o N DESIGN CRITERIA N Z INTERIOR STRUCTURAL ALTERATIONS, a DWG. NAME KITCHEN AND BATHROOM RENOVATIONCD SCTM# = 1000-144-01-13 �� M. NO A-1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION SUFFOLK COUNTY, NEW YORK DESIGN CRITERIA: 5-31/2" 30'-1 1/4" J ALTERATIONS 9'-0" 10'-2" T-3" r ❑ TO THE w GROUND SNOW LOAD - 45 PSF. TW2442 r TW2442 TW21036 r o LIVING AREAS AND DECKS - 40 PSF. SLEEPING AREA - 30 PSF. / WIND SPEED - 120 MPH w SEISMIC DESIGN CATEGORY - B NR / w WEATHERING - SEVERE I I o FROST LINE DEPTH - 36" BEDROOM 1 BEDROOM 2JPOST DEN / z LOJAC TERMITE - MODERATE TO HEAVY / cn PECAY - SLIGHT CE SHIELD UNDERLAYMENT REQUIRED / o w Il�E�u E NICE REMOVE EXISTING MATTITUCK, NY DESIGN IN ACCORDANCE WITH AMERICAN FOREST G 7' CEILING THIS AREA PRODUCTS WOOD FRAME CONSTRUCTION MANUAL 1880 SIGSBEE ROAD FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD III \ (3) 2x6 / III \ \ 8' CEILING THIS n C1.4 o ARCHITECT El FRANK UELLENDAHL C'4 W p IIL�= _� / m 123 CENTRAL AVENUE WINDOW SCHEDULE N o I — — Ilh o P,O,BOX 316 � = = � _ / `D III 'i I S N GREENPORT, NY 11944 77 8624 ALL EXISTING WINDOWS ARE ANDERSEN REPLACEMENT `D I III \ X / IIII / \ o cm TEL: 631-4OWNER WINDOWS, 200 SERIES _ O _ — J I / N v N I pIIN � PETER LOJAC r- o _ _ N / 0 195 SKINK LANE Mark size Description Quantity I KITCHEN II / LIVING ROOM\ III /DINING AREA CUTCHOGUE, NY 11935 516-205 8625 A TW2442 DOUBLE-HUNG 4 J / CATHEDRAL CEILING \ CATHEDRAL CEILING B TW21036 DOUBLE-HUNG 6 �� I II REF. / \ III / z C TW30210 DOUBLE-HUNG 1 11 D TW20210 DOUBLE-HUNG 1 LJ / (3) 20 POST FLUSH w/ WALL \ U FLOOR PLAN 22'-4 1/4° TV449 TW21036 SCALE: 3/16" = V-0" rip, s GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN EXT'G 2x6 RIDGE BEAM ACCORDANCE WITH WITH THE NEW YORK STATE UNIFORM EXT'G 2x4 COLLAR TIES BUILDING CODE, AND THE NEW YORK STATE ENERGY EXT'G 2x6 ROOF RAFTERS 24" O.C. o CONSERVATION CODE, AND LOCAL AUTHORITIES. 2. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- w/ R-23 STONE WOOL INSULATION (e. ROXUL) o TWO (2) 5x6 COLLAR BEAMS cc. 54 APART LARCH STRUCTURAL GRADE #2 OR BETTER. (2) 1.15"x9.5" LVL BEAM a 3. CONTRACTOR SHALL OBTAIN ALL PERMITS AND ATTIC INSURANCE NECESSARY TO PROTECT THE ENGINEEREXT'G 2x6 ROOF RAFTERS ® 24" O.C. AND OWNER. R-3o BATT INSU TION (2) 1.75"x9.5" LVL BEAM w/ R-23 STONE WOOL INSULATION (e.g ROXUL) s w 4. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. (3) 1.75"x9,5" LVL BEAMCD m 5. THIS DRAWING IS AN INSTRUMENT PREPARED TO � FACILITATE CONSTRUCTION AND SHALL NOT BE `�I 7 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND Co 00 w OWNER, o o KITCHENLIVING ROOM DINING AREA EXT'G 2x4 WALL STUDS ® 24" O.C. DRAWING SCHEDULE w/ R-15 STONE WOOL INSULATION (e.g ROXUL) DATE. 06/22/2016 „ w SCALE: 3/16" V-0" A-1 FLOOR PLAN, SECTION, DESIGN CRITERIA 2x8 F.J. ® 24 O.C. w R-19 BATT INSULATION 3 A-2 FRAMING NOTES, NAILING SCHEDULE CRAWL SPACEFLOOR PLAN SECTION 9 SECTION �o SCALE: 3/16" = 1'4 o! DESIGN CRITERIA LEM N Z 5 i DWG. NAME INTERIOR STRUCTURAL ALTERATIONS, KITCHEN AND BATHROOM RENOVATION 22 SCTM# = 1000-144-01-13 M. NO A-1 TOWN OF SOUTHOLD 1 BUILDING PERMIT APPLICATION °Je SUFFOLK COUNTY, NEW YORK 1 „y i FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM ALTERATIONS Joint Description Nail Sizes Nail Spacing TO THE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING o DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top'Plate (Toe- ailed) - all Height: 10 ft, Spacing 16” O.C. (Table 3.3A) 4 - 8d per rafter BETTER. Ceiling Joist to Top date Toe-nailed n/ per foist Ceiling Joist to Parallel Ra ter (Fa -nailed) n/aa each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8" Ceiling Joist Laps ov r Partitions Face-nai ed) n/a each,lap o / Collar Tie to Rafter Face-nailed) n/a per tie MIN. THICKNESS OR AS NOTED. Blocking to Rafter ( c -nailed) 2 - 8d each end N �0��� Rim Board to Rafter End-nailed) 2 - 16d each end 3 EXPOSURE 1003/4' MIN. THICKNESS. ALL EDGTO BE APA RATED ES LOOFR� WALL FRAMING PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND w RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac —nailed), 2 — 16d per foot iE Top Plates at ntersections Face—nailed) 4 — 16d joints—gach side o 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face—nailed) 2 — 16d „ 24' O.C. MATTITUCK, NY WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (Face-nailed) 16d 16 o.c. along edges 1880 SIGSBEE ROAD TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud In MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2x6 stud w 2 - 16d per 2x8 stud ARCHITECT 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Z AND FLOOR BEAMS AS PER N,Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d ''Z per foot o FRANK UELLENDAHL 0 8'-0" O.C. MIN. PROVIDE 2 SPACE FOR AIR I123 CENTRAL AVENUE CIRCULATION IN ROOFS. FLOOR FRAMING o P.O,BOX 316 GREENPORT, NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist TEL: 631-477 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Brid,ingg to foist (Toe-nalled� 2 - 8d each end F OWNER Bloc to Joist lToe-nailed 2 - 8d each end 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Tae-nailed) 3 - 16d each block PETER LOJAC Ledger Strip to Beam (Face-nailed) 3 - 16d each joist 195 SKINK LANE PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger toearn (Toe—nailed) 3 — 8d per joist Z CUTCHOGUE, NY 11935 Band Joist to Joist End-nailed) 3 - 16d per foist 516-205 8625 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot WITH RATED GALVANIZED METAL CONNECTORS BY Y "TECO" OR APPROVED EQUAL. ROOF SHEATHING g Structural Panels 8d 4" ox,„perimeter zone other 6 o.c. edges of L 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12 o.c. interior BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal„Boarq Sheathing „ ALL EXTERIOR NAILS SHALL BE GALVANIZED. - 1 x 6 or 1 x 8 2 - 8d per support `` `�1 1" x 10" or wider 3 - 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" CEILING SHEATHING N o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 1 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field Fiberboard Panels 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 7 / 16" 6d 3" edge / 6" field _ AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32 8d 3 edge / 6 field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE a CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7,' edge / 10" field CONNECTIONS. Hardboard 8d 6" edge / 12" field 8E Particleboard Panels 8d 6" edge / 12" field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing w N PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL 1° x 6" or 1" x 8" 2 - 8d per support Z N PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10" or wider 3 - 8d per support o HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED a AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels Z W DATE: 06/22/2016 BEARING POINTS AT A MINIMUM, A SINGLE 1 3/4" SCALE- N.T.S. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1 or less 8d 6 edge / 1 field N greater than 1" 10d 6" edge / 6 field Z PERIMETERS. HANDLING, STORAGE, AND ERECTION OF FRAMING NOTES COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing Z Nailing Schedule RECOMMENDATIONS. 1" z 10"oorlwider8 3 - 8d per support 9 14, ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS DWG NAME BY 'FastenMaster' @ 16" O.C. 1„Nailing requirements are based on wall sheathing nailed 6 on—center at the panel edge. If wall sheathing is nailed 3 on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall o A-4 be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. E 2 When wall sheathing is continuous over connected members , the tabulated number of nails shalt be permitted to �� DWG. NO 16° 16° be reduced to 1 — 16d nail per foot.