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Home My WebLink About43029-Z ��g�FFot�CaG Town of Southold 12/9/2020 P.O.Box 1179 0 - • 53095 Main Rd 4,1 - 0� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41676 Date: 12/9/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1055 N View Dr, Orient SCTM#: 473889 Sec/Block/Lot: 13.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/30/2018 pursuant to which Building Permit No. 43029 dated 9/11/2018 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 additions, including screened porch and decks to an existing one family dwelling as applied for The certificate is issued to Solution East LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43029 9/25/2020 PLUMBERS CERTIFICATION DATED 11/5/2020 ee' lumbing 8AHeating Inc A ted Signature �SUFFot�.�, TOWN OF SOUTHOLD BUILDING DEPARTMENT N a TOWN CLERK'S OFFICE oy • 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#: 43029 Date: 9/11/2018 Permission is hereby granted to: Solution East LLC 440 W 44th St New York, NY 10036 To: construct interior alterations (interior demolition) to existing single-family dwelling as applied for. Additional permits/approvals will be required. At premises located at: 1055 N View Dr, Orient SCTM # 473889 Sec/Block/Lot# 13.-3-1 Pursuant to application dated 8/30/2018 and approved by the Building Inspector. To expire on 3/12/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 Buil or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: X (check one) Location of Property: fl O%r7 N • V l E in \k V 24 V © Rl E NT House No. Street Hamlet Owner-or Owners of Property: A H mo Suffolk County Tax Map No 1000, 1S lection 12-7 Block b Lot d Subdivision ZAP`\I Nit 'S l Filed Map. Lot: Permit No. Date of Permit. Applicant: u Z4&C' A, T 04pw?pc.a Q Health Dept.Approval: Underwriters Approval: Planning Board Approval: " Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature ®�*OF SOUr�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCa)_town.southold.ny.us Southold,NY 11971-0959 • �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Solution East LLC Address. 1055 N View Dr city,Orient st. NY zip: 11957 Building Permit* 43029 Section. Block Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Raymond Electrical Contr License No: 5141 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Roof X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 69 Ceding Fixtures 6 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 18 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 57 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceding Fan 1 Combo Smoke/CO 3 Transfer Switch 200A UC Lights Dryer Recpt 30A Step Lights 3 Time Clocks Disconnect 1 Switches 64 4'LED 3 Floor Heat 5 Pump Other Equipment. Hood, Fridge, DW, W/D Notes: New House Inspector Signature: Date: September 25, 2020 S Devlin-Cert Electrical Compliance Form.xls Town Hall.53095 Main Road C2 03 Fax(516)765-1823 P.O. Box 1179 IS Telephone,(516)765-1802 'Southold,New York 11,971 L � JJ M, FFI NOV 2020 PE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD DELFT. C E R T I F I C A T 1 0 N B, 17�L D RATE: Building Permit No. owner: SO) L.,-T 14)10 (please print) Plumber: J• 2 ce- (please print) I certify that the solder used in thewater supply system contains less than 2/10 of 1% lead. -s tubers Sig iiiure) Sworn to before me this day of Notary Public, LYNDSEY BARKER NOTARY PUBLIC,STATE OF NEW YORK No. 01BA6156676 Qualified in Suffolk County Commission Expires November 27,20 �atf 50UTyO / --- # # TOWN OF SOOT OLD BUILDING DEPT. 765-1802 = : INSPEC ION [ ] FOUNDATION 1ST ' [ R GH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION'- [ ]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:. �UjlOVp J�SVJA oz v✓ vw�� Vlcri � DATE ANSPECTOR pF SOUlyp6 � # -TOWN OF SOUTHOLD BUILDING DEPT. 1 comm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] `INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY °' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OKr DATE 19-114 INSPECTOR q$01 OF SO(/ljolo * # TOWN OF SOUTHOLD:BUILDING DEPT. `IOU 7651802 INSPECTION - [ ] FOUNDATION 1ST [ ] UGH PLBG. : [ ] FOUNDATION 2ND - [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPL`ACE &CHIMNEY' [ ` ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]' ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 'e'0\vAdkloL,_ f CAWMV0 et) w y ry\O\vv&- , DATE O INSPECTOR pF SO//T (,J 0 V, # # 1 T. TOWN OF SOUTHOLD BUILDING DEP 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION`2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL ( INAL) [ ] CODE VIOLATION [ ] PRE C/O � REMARKS: Ok DATE INSPECTOR '�� - ��!��r� N0V � � �O�0 L—~/ =n.=- �� . ��v�^�*' .. ' ~ �"�° �{0'Ur I�� y�� Affidavit of2015 |E0CCommp|imnme Date: �� U ��/u��u�� Inspection Address: 1055 North View Drive This istocertify that on 9/11/2020 the above address has been tested inaccordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement. "'�)c 402.4.1.1 Building Envelope Tightness: (Blower Door) Building infiltration rat7e4*been test d in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50, Conditioned Floor Area: 2378 BlowerDoorTest 601.2 Conditioned Volume: 20299 Leakage in ACH50: 1.77 402.4.1.2 2015 IECC Compliance I PASS 403.2.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenum sy tem has been teste by post construction test intest accordance with Appendix AofNational Home Energy Rating Technical Guidelines and ASHRAE1SZ, meets the minimum requirement of: ger fconditioned floor area. System 1:Exempt Leakage CFM@25: Supply R-value: Exempt Return R-value Exempt System 2: Leakage CFM@25: /Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: mpt-0 / EXCEPTION-All ductwork and air handler are located within the building thermal envelope**** 403.3.3.2 2015 UECC Compliance: I PASS Mechanical Ventilation: Combustion Safety Testing: I NotApplicable See Attached Report UosuXation'and Thermal Bypass: Not Inspected Signature gfCertified RGSNETHERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#1998-072 Tom Baccarelit Certification#3587347 607-277-6240 Notice mindependent Status.^uper the requirements the zo1sBuilding Code v,NYS, New York Building Technology Group Inc.and/or it's Inspectors (Raters) are not and sxou not be owned, controlled by, o,have,»a,eu financial interest with the owner ofthe n,w^ct the sen^m| Contractor, the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third-party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 15QRoute 25/, Bldg. 1, Suite BMiller Place, NY11764 Te|ephone: (631)4Q5'02DQFox: (G31) 50Q-4S38Emoi|: |nfo@NY8TG.com w New York Budding Technology Group 159 Rt.25A,Bldg.1 Suite B P9E.5 '1';tix iOt+,ti, I i.0 Miller Place,NY 11953 Tel.(631)495-0289 Fax(631)389-2808 r�m�t Combustion Safety Testing Form Certified Home Address: 1055 North View Drive City: Orient Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Solution East LLC Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 09/11/2020 Outdoors Temp During Test: 75 OF CAZ&pressurizationNote:Net Change=Test Pressure-Base Pressure) , Base Pressure: na pa. CAZ Ambient CO: 0 PPM Test Pressure: na pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain to notes) NOTES: eating System Primary_Yes x No Type:Furnace Boiler X Heat Pump Other Efficiency' Fuel TypeZ Denting Type3 Draft Spillage Spil/age CO CO Pascal (Worst Case atural (Worst Case antra! Rating:94.1 AFUI N P X 0_E_ N V M S X na Pa. Pass X Fail Pass x Fail na PPM na PPM Primary_Yes x Type:Standard Tank_Indirect X Tankless_ Size:60 Style4 Common Vent 0 Water Heater No_ Instantaneous_Commercial--- (See Note 5 below) (Gallons) Stand Alone Z ELcieng5 Fuel 7ypeZ venting Typer Draft Spillage Spillage CO CO Pascal (Worst Case (Natural orst Case (Natural) EF: N P O E N M S na Pa Pass X Fail Pass x Fail na PPM na PPM Oven Oven is Electric or No Oven Exists in Oven Range Hood Vented to Outside Yes x No_ Oven CO 71 PPM Ambient CO(During Oven CO Testing) S PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler,HSPF for heat pump,COP if heat pump is geothermal 2Fuel Type: N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Scaled(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater F,f cieucy: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 f ' Rater Name: Tom Baccar la Rater Number: 3587347 Rater Signature: Date: Sep 16, 2020 I brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 FOUNDATION(1ST) --------------- • • INSULATIONFDA My ROUGH FRAMING& PLUMBING 49 Nk STATE ENERGY CODE " I - �:t;t !-Ai MA _. AAA ADDITIONAL COMMENTS oil I` 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 Y _ Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PIERMIT NO.; Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood•-Permit- Examined ,20L Single&Separate Truss Identification Form Storm-Water Assessment Form 0 Contact: 5NZ ,20 - � Approved r Disapproved a/c; D�tENf N`( 11�9 7 Phone: Expiration_ ,20 ® F99MVIRg 1 ' Ins "tor AUG 3 0 2018 PPLICATION FOR BUILDING PERMIT A `� Date' N�1'(t 3o , 201 S BEING Dom' INSTRUCTIONS ' e� v,-ri F'ou"a'HOLD 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 of used in�whble or in part for any,purpose;what so ever until the Building Inspector issues a-Certificate'of'Occupancy. f Evdry building permit shall ekpire iftthe wofk_authorized has not comir�ericed within 12 months after the date of issuancd 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. Z� 1 (Signature of applicant or n e,if a corporation) F-0. a. 6.- ®9AENT , twt im57 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 2LN• TELT Name of owner of premises AKM E m Nawo /6414 RA GS k=t T Z (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title,ofcor-porate 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 o Fi W aAg %E� I 2 L-eF, © T House Number Street a Hamlet County Tax Map No. 1000 Section 2j Block 0 2j Lot C>) 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 Situ—re Ems« b. Intended use and occupancy rJ &I 1,C r-14*I L�Xj b w ELL-r N 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition iG Other Work (Description) 4. Estimated Cost 'Al&_.V'� 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,eorrimercial°or miked occupancy, specify nature and extent of each type of use. 7. Dimensions of existi'rig"structures, if any: Front (po Rear (0c) Depth f Height, - I3 ! r° , Number of Stories f! r Dimensions of same structure with alterations or additions: Front 6,0 Rear (oD Depth 2 I Height Number of`'St©rfes, , 2. - J 8. Dimensions of entire new construction: Fronts Rear Depth as Height of Stories rLJ 9.,.Size of lot: Frpnt 2281 Rear I l� 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 NO,)C 13. Will lot be re-graded? YES-K NO Will excess fill be removed from premises? YES NO , ll® EAST s%Ds Aub 14. Names of Owner of premises G1+41216`6 t'Z Address V44mrtuge- 13`f u95ZPhone No. to S1 -Z9 2 -(92�3 Name of Architect F-y% &M �t yLAZ%o" Address � `�. .� uas? Phone No V'?-$+*- 194 Name of Contractor I4aii'.tc.Eiu Low.-re. , Address �,speme As Phone No. DLUNSIL 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 accurate foundation plan and distances to property lines. is at 10 feet or below, must provide topographical data on survey. 17. If elevation at any point on property 18. Are there any covenants and;resiric" ons with respect to this property? * YES NO� * IF YES, PROVIDE A COPY. ` STATE OF NEW YORK) SS: t COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Public,State of Nov York (Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk County Commission'Expires.,4pril 14,2 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 t before me this �O C day of A 20' Notary Public ¢Signature of Ap ican i ' o�oF,SO01 �jyo Town Hall Annex 'o ,,Telephone(631)"765-18b2,_r` 54375 Main Road N y� ' ' (631)765 2 P.O.Box 11.79, � � � roger.richert .taotryl�out�io�d ny us Southold,NY 11971-0959 2019 t BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 2jJ /y1DwD Date: Company Name: cp1L� Name: �L License No.: Address: �� Cau.✓r�% / _ GCJ ,u� �3 Phone No,: JOBSITE INFORMATION: (*Indicates required information) . *Name-:. *Address: *Cross Street: Permit No.: Tax Map District: . ' 1:000 , ctipn: Block:� �_ Lot: *BRIEF DESCOID-ION OF WORK(Please Print Clearly) *Is-job ready,for inspection: YE / Rou Final *Do you need a Temp Certificate: Temp.-information(If needed) _ *Service Size: 1 Phase ' 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead- = Additional Information: PAYMENT DUE WITH APPLICATION ff 82-Bequest for Inspection Form PERMIT# Addr ss Switches j� 4N Outlets f � 9 l GFI's Surface Sconces � j HH s UC Lts Fans Fridge HW Exhaust Oven �ryear Smokes Dw Servi e � ( Carbon Micro Generator �,� UV Combo Cooktop Transfer ��. AC AH_ I Mini -- Special: [ I t/t J Comments ' � � 1 _ 1 Elizabeth Thompson, Architect 215 East 95th St. #26L www.elizabeththompsonarchitect.com New York,NY 10128 tel. 917-848-1541 Nov. 29,2018 Michael Verity Southold Town Building Dept. Re: 1055 North View Drive Southold Town Annex Orient,NY 11957 Southold,NY 11971 1000-13-03-01 Dear Mr. Verity, This is in regard to the application for a building permit for the above referenced single family dwelling. The Owner/Contractor will be constructing the renovation in accordance with the plans presently filed with the Building Department. As Architect,I certify that these plans show a total renovation of less than half of the existing structure and does not qualify as a Demolition, as per the Southold Town Code. Sincerely, f Elizabeth Thompson,R.A. ® L�p � D DEC a 3 2018 BUILDING DEPT- TOWN OF SO OLD f i I SURVEY OF PROPERTY i N 51TUATE: ORIENT TOWN: 5OUTHOLD 5WFOLK COUNTY, NY 0 oa 5URVEYEP 08-17-201-7 SUFFOLK GOUNTY TAX # ® 1000 - 13 - 3 - 1 edge of pavement • Q C TO: 15650 SOLUTION]EAST,LLC 1;790 ADVOCATES ABSTRACT,INC. P R T[TL1E INSURANCE COMPANY 4 dtlJe�py 1`` �� I�� '`l plWmin005 OG D sr Q� @vot O� Q�e ovp F �°' �'� age � •gj �r 2'\5� , d , Q 0/0 t f� �► vnaelwrizea oltewtbe or oddawt to a a�rvey _` V� Inpp beefuq o bib eyofk seol b o ,(� blatkxl of..b-72011\� —k9ubdWbbn 2 of lM New York Stott•F4rntlon Law' �coprea ffom the od9Gn1 of mb suv0y �n.� ked with an agmal d the lana slx'vn 'D CC// 9Frnl'ped seal 41011 ba cgnbered to be wLd hue copra' 'c-tNxx8wro hdiGalsd tksreon sgNFy that mb e'""�e1J w®prepares b ors aarx:e wpm me ex- tstlnq Lode of F'ractiti Far Lad S/veys otloptetl �/ � b'J m New YState Av lotion oI F1der�loml Lad Suveyor9 5a(d certVk;ohons 4n11 tun aUy -t-� ((� to the pereal fm.nom the—.v 1s9pwreePem, NO t LS: , yL� age^oi IenGrq tnhtvhon hereon ad O�� to the ossi�nees oP tha leedvq W11121wti C ttllt�- tkM4 o"e rot FfabFefotNe to od9tloflol ketRulbm ■ MONUMENT �T AREA = 28,312 5F or 0.65 Acres JOHN C. EHLERS LAND SURVEYO 6 PAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG 5GALE 1"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fal 369-8287 REF.-C:\Users\Tohn \02\02\02-310 update 2017.pro 915.IV1M G 3aA REScheck Software Version 4.6.5 Compliance Certificate Project 1055 N View Dr-revised garage Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1055 North View Dr Elizabeth Thompson Charles Kitz Orient, NY 11957 Elizabeth Thompson Architect.com Harken Construction Inc. P.O.B.464 110 East Side Ave. Orient, NY 11957 Mattituck, NY 11952 917-848-1541 631-298-0233 et@elizabeththompdonarchitect.co harkenconstruction@gmail m Compliance: 4.3%Better Than Code Maximum UA: 69 Your UA: 66 Maximum SHGC: 0.40 Your SHGC: 0.20 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 oss Area Cavity Cont. erimeter Wall 1: Masonry Block with Integral lnsulation:w/Additional Interior Insulation 111 24.5 3.3 0.045 5 Wall 2:Wood Frame, 16" D.C. 206 39.5 22.9 0.019 3 Window 1:Wood Frame:Double Pane with Low-E 40 0.300 12 SHGC:0.20 Floor 1:Slab-On-Grade:Unheated 38 7.0 1.000 38 Insulation depth: 0.2' Floor 2:Slab-On-Grade:Heated 8 7.0 1.000 8 Insulation depth:0.2' Compliance Statement: The proposed building design described here is consistent with the budding plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirem lZ�� eckInspection Checklist. r6u�4 'T�-�Na�N 11 I Name-Title /�e tr�x Signature Date Project Title: 1055 N View Dr-revised garage Report date: 11/05/19 Data filename: C:\Users\ET\Documents\REScheck\BrownsHills-rescheck rev-garage.rck Pagel of 1 rilREScheck Software Version 4.6.5 Compliance Certificate Project Brown's Hills-Kitz Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1055 North View Drive Elizabeth Thompson Charles Kitz Brown's Hills Elizabeth Thompson Architect Harken Construction inc. Orient, NY 11957 P.O.Box 464 110 East Side Ave. Orient, NY 11957 Mattituck, NY 11952 917-848-1541 631-298-0233 et@elizabeththompsonarchitect.co m o o @94mg Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall 1:Wood Frame, 16" o.c. / -- -- --- --- Exemption: Framing cavity filled with insulation Window 1:Wood Frame:Double Pane with Low-E 561 0.300 168 SHGC: 0.20 Door 1: Glass 238 0.320 76 SHGC: 0.20 Ceiling 1: Flat Ceiling or Scissor Truss --- --- --- --- --- Exemption: Framing cavity filled with insulation Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck/Version 4.6.5 and to co/mpply-with the mandatory requirements listed in or RE h k Ins ec ' n Checklist. Name-Title Signature Date -Project Title: Brown's Hills-Kitt Report date: 11/16/18 Data filename: C:\Users\ET\Documents\My A Word Documents\ET Clients\Brown's Hills-Kitz.rck Pagel of 1 REScheck Software Version 4.6.5 Compliance Certificate Project 1055 N View Dr-revised garage Energy Code: 2015 IIECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1055 North View Dr Elizabeth Thompson Charles Kitz Orient, NY 11957 Elizabeth Thompson Architect.com Harken Construction Inc. P.O.B.464 110 East Side Ave. Orient, NY 11957 Mattituck, NY 11952 917-848-1541 631-298-0233 et@elizabeththompdonarchitect.co harkenconstruction@gmail IT! Compliance. 4.3%Better Than Code Maximum UA: 69 Your UA: 66 Maximum SHGC: 0.40 Your SHGC: 0.20 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 Qri;ss Area Vi 'U-Faittbr UA Perimeter Wall 1: Masonry Block with Integral Insulation:w/Additional Interior Insulation 111 24.5 3.3 0.045 5 Wall 2:Wood Frame, 16"D.C. 206 39.5 22.9 0.019 3 Window 1:Wood Frame:Double Pane with Low-E 40 0.300 12 SHGC: 0.20 Floor 1: Slab-On-Grade:Unheated 38 7.0 1.000 38 Insulation depth: 0.2' Floor 2: Slab-On-G rade:Heated 8 7.0 1.000 8 Insulation depth: 0.2' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requlrem lis d n the ES eck Inspection Checklist. W .1;-L4 ZA c aJ ll I Name-Title TtzSignature Date Project Title: 1055 N View Dr-revised garage Report date: 11/05/19 Data filename: C:\Users\ERDocuments\REScheck\BrownsHills-rescheck rev-garage.rck Page 1 of 1 Y COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES Residence Renovation APPR VED AS NOTED AS REQUIRED AND CONDITIONS OF DATE:11 f B.P.,# ?� 1055 North view Drive FEE: 1 BY: c�FI( OARD Orient, NY NOTIFY-BUILDING DEPA NT AT 765=180 8 AM TO 4 PM FOR THE- cy'4� �p FOLLOWING INSPECTIONS: 0 Lot: 1000-13-03-01 1: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE Lot Area: 28,312 SF 2.-ROUGH'--FRAMING & PLUMBING 3. INSULATION ®CCUPACY® 4. FINAL - CONSTRUCTION MUST USE IS UNLAWFUL List of Drawings BE COMPLETE FOR C.O. t� ALL CONSTRUCTION SHALL MEET THE •� ````� WITHOUT YORKREQU STATE. N OF THE CODES OF NEW CERTIFICATE 1 Site Plan DESIGN OR CONSTRUCTION ERRORS.FOR OF OCCUPANCY 2 General Notes RRORS. 3 Existing First Floor Plan ` G ® 4 First Floor Plan 5 First Floor Reflected Ceiling & Elect. Plan 4 z RLTAIN STORM WATE 6 Existing PURSUANT TO CHAPTER RUNOFF 7 Second Floor Plan loor Plan µ o o OF THE TOWN CODE. 8 Second Floor Reflected Ceiling & Elect. Plan Mous9 Roof Plan 10 North Elevation co 11 East Elevation 12 South Elevation 13 West Elevation ® i- , 14 Typ. Wall Section & Plumbing Riser Diagram 15 Structural Notes & Details &Rwals rgtu iDA ?SIX % •��' ��` � Job DateIR - • � Elizabeth Thompson Architect 4 {g 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 www.elizabeththompsonarchitect.com f6 �' f� I � I Li P �f1av� gyp`( oo T71- II M �--71 it TA 14 t-► OF H�� Job Date Elizabeth Thompson . Architect W F:�7 250 Mercer St B806 917-848-1541 Title Scale / New York, NY 10012 E � � \V/P�Hct., jH 11 I( www.elizabeththompsonarchitect.com � � � 114 5ri �© D HVIE - . Residence Renovation NOV 1 6 2018 1055 North view Drive IS Orient, NY TOWN OF SOUMOLD = ® o Lot: 1000-13-03-01 - Lot Area: 23,312 SF RLUMBERCERTiFIC ATION ON LEAD CONTENT BEFORE CERTIFICATE Old OCCUPAIvc y List of Drawings SOLDER USED IN WATER m SURRL Y SYSTEiW CANNOT Mov 1 Site Plan EXCEED 2110 OF I/ LEA®. 2 General Notes 3 Existing First Floor Plan ® , 4 First Floor Plan a 5 First Floor Reflected Ceiling & Elect. Plan-, ift. LuMBiNG WASTE 6 Existing Second Floor Plan '" T ATER LINES NEED ^„ 7 Second Floor Plan - PEFORE COVEM dG - - -- -- - - - ----- - -- -- - -- -- t____-___ _,-_ _ -_ -_ - _ __ 8 Second Floor Reflected Ceiling & Elect. Plan fi 9 Roof Plan 10 North Elevation Fire 89antR®n 11 East Elevation required as per �� o ,� q� 12 South Elevation $Code 13 West Elevation o 14 Typ. Wall Section & Plumbing Riser Diagram- 15 Structural Notes & Details ELECTRICAL INSPECTIONS REQUIRE® Wd y4 - - K n e of y 4 ow e-d ckWnd oma' 73 _ �a 1 Job Date � Elizabeth Thompson Architect 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 - ' www.elizabeththompsonarchitect.com l fE r P � i- CONCRETE NOTES - GENERAL NOTES - Joint Description Nall Sixes NaB spacing 1. DESIGN,MATERIALS'91 METHODS OF CONSTRUCTION SHALL COMPLY WITH THE I ALL WORK MATERIAL.AND EQUIPMENT SHALL BE N R THS DRAWING 16 AN INSTRUMENT PREPARED TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE ACCORDANCE WITH THE NEW YORK STATE UNFOW FACILITATE CONSTRUCTION AND SHALL NOT BE ROOF FRAMING AMERICAN CONCRETE INSTITUTE - LATEST EDITION. ULTIMATE DESIGN BALDING CODE,AND THENS FEW YOM STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND CONSERVATION CODE.AND LOCAL AUTHORITIES OWNER Roller to Top Plate (Toe-polled) .•• 3 - fid per rafter STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI. AT 28 DAYS Gelling Joist to Top Plate (Toe-nailed)" 3 - Bd er Joist 2 ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13 SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY CeiRnq Joist to Parallel Ratter(Fore-nulled _ P J EXCEPT CONCRETE SLABS WHICH SHALL BE 4000-PSI. MINIMUM 28 DAY STRENGTH OF 3000 PSI SHALL BE DESIGNED AND BULT N ACCORDANCE Celiing Joist Lops over Partitions (Face-nailed) 4 - 1Ed each laeach p Colfor Tle to Rafter (Face-nailed) 2 _ gd 3 ALL LUMBER SHALL BE ITFIADE STAMPED DOUGLAS FR- VATH tHE BiJFF0.K COUNTY pEPARTMEM OF HEALTH Blocking to Rafter Roe-polled pe- Nle 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40 + DEG. F.. IF LARCH STRUC7LRAL GRADE r2 OR BETTER H THIS STRUCTURE HAS BEEN DESIGNED N Film Board to Railer (End-nailed) 2 - ed each end POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM ACCORDANCE RVATIO WITH THE NEW YOHC STATE ENERGY ( ) 2 - I6d each end FREEZING FOR A PERIOD OF 14 DAYS 4 PROVIDE DOUBLE HEADERS AND STS AND AT ALL CONSERVATION LODE- STAR AND FLOOR AS OTE POSTS AFD PAAALLEL- WALL FRAMING PARTITIONS.EXCEPT AS NOTED ON pRAWNCL IS EFI'.rEER TO BE NOTIFIED N VVPITNO OF ALL T Top Plate to Top Plate (Face-nailed) 2 18d' per fool O BE PROVIDED FOR ALL JOi576 AND A. KEEP FORMS IN PLACE, COVER TOP AND SIDES OF FORMS WITH TARPS S BROGt.NG CHANGES PRIOR TO AND WING COFSTRLICTKn - Top Plates at intersections (Foce-nulled) 4 - I6d joints-each side FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER FLOOR BEAMS SPACING NOT TO EXCEED 8.0 FT B ELECTRICAL AND MECHANICAL COMPONENTS TO BE Stud to Stud (Face-nailed) 2 - IBd 24'o c. POUN. DESIGNED AND SPECIFIED BY OTHERS Header to Header (Face-nailed) I6d I6'o c. along edges B ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOFISI PRIOR TO START OF IT. ALL STRUCTURAL STEEL TO BE ASTM AJO WITH ONE Top or Bottom Plate to Stud (End-nailed) 2 _ I6dper 2v B. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD CONSTRUCTION AND OR'OEFM OF MATERIALS. IHS COAT EPDXY PANT ALL FASTENERS TO BE ASTM 4 stud FOUNDATION HAS BEEN DESIGNED FOR A 61X A-325 BOLTS.3/4-DIAMETER 2 - ;Gd per 2:6 stud HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER BEARING CAPACITY OF TWO t2t TSF AND GRADES 2 - lad per 2.8 studLESS THAN SM CONTRACTOR SHALL VERIFY THAT Ilk CONTRACTOR SHALL OBTAIN ALL PERMITS AND POUR. THESE C"TIONS ARE MET. ALL FILL BENEATH INSURANCE NECESSARY 70 PROTECT THE ENNGOEER Bottom Plate to Floor Jolsl,B oadJolsl,EndJoisl or Blocking (Foce-nailed) 2 - 16d" per tool CONCRETE SLABS TO BE COMPACTED TO 95% AND OWNER RELATME DENSITY 19. DO N10T BACKFLL AGAINST FOUNDATION WALLS FLOOR FRAMING 3 CONCRETE & REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS-LATEST EDITION 7 ALL HEADERS 8.0 FT N LENGTH AND OVER TO BE UNTIL FLOM SYSTEM INSTALLATION 19 COMPLETE Joist to SIII lop Plate or Girder(Toe-polled) 4 - ad SUPPORTED BY DOLIBLE UPROG RS.80 FT AND OVER Grid It to JoT( Too-nalted ver Joist BY TRIPLE IRRGHTS ALL HEADERS TO BE 20 PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 9 C ) 2 - Ed each end A. PORTLAND CEMENT AS PER ASTM Cl 50-TYPE 1. MNM.Mt OF 2-2.8 OR AS SHOWN ON DMWN0. AND N BASEMENT I IF APPLICABLE I POSITION NEM Bloc my to Sillsl (Toe-nailed) 2 - 16 each end B. CONCRETE AGGREGATES AS PER ASTM C33, 314- MAX.SIZE. ENTRY FROM HOUSE To ATTACHED GARAGE AREA. Blocking to Sill or Top Face ( Toe-polled) 3 - I6d each block B PROVIDE FRES70PPM AT ALL LEVEL Led Strip to Seem (Face-nailed) 3 - 16d each Joist C. WATER SHALL BE CLEAN & FREE FROM INJURIOUS AMOUNT OF OILS, PENETRATIONS Joist on Ledger to Boom (Toe-nulled) 3 - 8d per Joist 2l SMOKE H LEVE OF FDWELLIN N EACH BEDROOM B MA AFD Band Joist (o Joist (End-nailed) 3 - 16d ACIDS, ALKALIS, SALT, ORGANIC MATERIALS & DELETERIOUS per joist 9 PROVIDE FLAW-ldC3 AT ALL ROOF SPEAKS ON EA(7-I LEVEL OF DWELLING AS flE(XEED BY Bond Joist to Sill or Top Plate (Toe-nailed) 2 - 16d' SUBSTANCES. NEW YOGI(STATE BUILDING CODE per foo( CFIMRJET9.SKYLIGHTS.EXTERIOR DOORS YVIDOW9 D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, AND DECKS ETC_ 22. ANY ALTERATION.REPAIR ADDITION OR CONVERSION TO ROOF SHEATHING DEFORMED AS PER ASTM A615, GRADE 60. ALL SPLICES SHALL BE A IG DO NOT SCALE DRAWINGS AN EXISTING DWELLING REOURNG7 A BULDM PERMIT Structural Panels ed 4'o-c. erlmeler zone MINIMUM OF 40 DIA IN LENGTH. HOOKS AND TIES SHALL CONFORM NOW FEl7UAlES THAT ALL SLEEPING ROOMS IN THE J' TO C.R S.I.STANDARDS. n DESIGN CONSULTANTS OR RECORD MCHTECT- HOUSE BE UPGRADED WITH HARD WFED 6 other 6 o-e. edges of EN02EER ARE NOT RESPONSIBLE FOR THE INTERCONNECTED SMOKE ALARMS panel , 12" o c. Interior E COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 NSPECTION.9UPERVISKR OR ADMINISTRATION OF of panel _ THIS CONIETRURA CTION PROJECT. FEDERAL, STATE 23 THE M'8 CODES ALSO APPLY TO ACCESSORY Diagonal Board S'+ealhinq AND A185-84. AND LOCAL ZONING AND BUNG LDCODE COMPLIANCE f": 8"or 1'v B 2 - 8d per support F WATERPROOFING AS PER ACI 515 1R-79. SHALL BE 7HE FRESPCNNILITY OF THE STRUCTURE DESIGN. 1'v 10- or wider 3 - Sri per support r CONTRACTOft 24 GARAGE DOOM TO BE IA7ED FOR 120 MTU WIND LOAD CEILING SHEATHING 4. ALL CONCRETE SHALL BE AIR ENTRAINED (3-5%RETENTION) Gypsum Wallboard 5d 7"edge/ to- (told 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED WALL SHEATHING VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQ. Structural Panels ad (see table 3.9) Ff. Fiberboard Panels 7 / 16- 6d 3" edge / 6" field 6 THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR 25 / 32- ad 3"edge / 6" field BOLTS,INSERTS,SLEEVES,ETC AS REQUIRED BY OTHER TRADES., FRAMING NOTES Gypsum Wallboard L ALL FRANING LUMBER SHALL BE GARDE STAMPED 0 NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. >P 5d 7' edge / to"Reid 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND DOUGLAS FR-LARCH STRUCTURAL GRADE W 2 OR BUILDING CODE-AS A M N1MLM ALL 2x8 STUDS Hardboard 8d (see table 3.9) WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS 70 PRECLUDE BETTEJI SHALL RECEIVE 5-ILD NAILS AT SILL AFD PLATE Particleboard Panels ad (see table 3 9) ALL EXTERIOR NAILS SHALL BE GALVANZED. Diagonal Board Sheathing ANY CORROSION. 2 6HEATHNG TO BE APA RATED.EXPOSURE L S/B' 1'v 6'or V v B' 2 - ed - Miro t NESS OR AS NOTED IG PLYWOOD SFFATHNG TO BE NAILED WITH 8 d P 4- I" v 10' or wider 3 - ed per support oa. ExTERIM EDGES AND 8 d 0 IT ci - per support 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. a 'AM TO BE APA RATED STURD-I-FLOOR NTEPI EOUTE. FLOOR SHEATHING E L 3M'LOL THICKNESS. ALL EDGES OF 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. PLYWOOD TO BE SET ON SOLD BLOCKING. GLUE AND R ALL INTERIOR AND EXTERIOR FINISHES, FLASF94G Structural Panels NAL PLYWOOD SIIBFLOOR TO FLOOR JOISTS AND WATERPROOFING SHALL BE BY ARCHITECT. ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL gr or less 8d 6' edge / 12' held 4- ALL HEADERS 8-0 ANDOVER SHALL BE OVER WITH i2 ALL ROOF RAFTERS SHALL NI ATTACHEDHURRICANE AN THE PLATE greater than 1' 10d 6' edge / 6'field BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. WITH DOUBLE IGH LPfI ALL 6-0- AND OVER WITH AND STIR WITH GALVANIZED OVED ECI - FE TRIPLE lRf➢C9iT5 ANL READERS SHALL BE A CONNECTORS BY "TECO"CDR APP(DOVED BOVRIL FOR Diagonal Board Sheathing 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED MINIMUM W 2 2XB OR AS SHOWN ON DRAWING TIMBER FLE FOUNDATIONS. PROVIDE HURItCANE IPS 1'x 6-or 1- v 6' 2 - Bd per support PER ACI 318, CLASS "C', WITH 40 DIAMETERS MINIMUM, BENT AROUND 5. SOLD BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 0.ONNECTION5 LL PER.ETER JOIST TO GIRDER to- or older 3 - 8d per support AND PLOOR BEAMS AS PER N.YS CODE OR AS NOTED CORNERS AND HOOKED AT NOW CONTINUOUS ENDS, FOR FRAMED SLABS, 8 0- D.C.MMI PROVIDE 2•SPACE FOR Art la ALL INE-ENGINEERED LUMBER SHALL BE GEORGIA i Halling requirements are based on wall sheolhing palled 6" on-center at the panel edge If wall he thin Is nailed LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT CRCMATON N ROOFS PACIFIC. GPI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EOVAL- ALL JOISTS. GIRDERS AFD be doubled r the pones edge to obtain u hlyher shear aces capacities balling requirements for structural pal mem en shall SUPPORTS,REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET 6. DOUBLE FRM,f•O AROUND ALL OFENrr1G3 I ekyrghh, HEADERS 94ALL HAVE BEARING 9TFFENER9 INSTALLED be doubted , or alternate Is connectors , such n shear plates , shall to used to maintain the load path STFFEER SHALL BE RE(rJ[ED AT ALL LOAD AND 2 When wall sheathing Is continuous over connected members , the tabulated number of nails shall be permitted to � SPLICES OF BARS AT OPPOSITE FACES eIvLH ole.I OR AS NOTED ON ORAYYtJGS. AS PER MAMIJFACTUEFtS FEC0M1!uENDATICNS. WEB be reduced l0 1 - I6d nail per fool 7, DOUBLE UP FRAMING LAVER ALL POSTS AND PARALLEL BEAR>rXi PINTS AT A M NIM UTAl A SINGLE 1 3/4- 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE PARTITIONS OR AS NOTED ON DRAW14GS LVL RM JOIST STALL BE IEOURED AT FLOOR USED.INCREASE AS f SQUIRED FOR DRAINAGE PITCH PEFOAETEM HANDLING,STORAGE.AND ERECTION OF S ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MANUFACTURERS WITH RATED GALVANIZED METAL CONNECTORS BY FECOMeMENDATOta O mixt 12. EXCEPT AS NOTED, ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION TECO-OR APPROVED EQUAL. r•" 14 ALL M1.ILTPLE LVL _ T5-TO Nil, -2 OF I/2•CIA.3" 12' JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS GALVANIZED MACr4 B0I"7S; 1Z'_Ob_lo" SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS `- N13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED 1 i AT MAXIMUM SPACING OF 40 ft, AT LEAST 4 FT FROM ANY SUPPORTING OR { S ' ' d O O % INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. r 4 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE er Q p p NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS 3S N V2"DIA GALVANIZED MACHINE BLOT W/WASHESAT 12- Job Date END VIEW SIDE VIEW c Elizabeth Thompson . Architect 250 Mercer St. B806 917-848-1541 Title Scale LVL BOLTING DETAIL New York NY 10012 { BOLTING S&CM FOR DOUBLE LVL ' 4 (`- www.elizabeththompsonarchitect.com H � a f j t -- V" U F4= I ----' - L7Y -r+ T y � ��,► V�H I ly At . _ v 46 Job Date 1 Elizabeth Thompson Architect I11,111611a _ I F2 POW P'� 250 Mercer St B806 917-848-1541 Title Scale New York, NY 10012 \��Cji �,p11� � �I� II www.elizabeththompsonarchitect.com - _- _ �f � � � � �� -'I ,O �_ t e f { I 1-44 "rIv A11- IL OWK XF Job Elizabeth Thom Date son Arch' © vI�w prz -6- p itect 250 Mercer St. B806 917-848-1541 Title Scale f New York, NY 10012 ,�� P,�� ►1 � � I' www.elizabeththompsonarchitect.com 444 A \ 'rv� � fit Oy 6C . 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OCT 1 1 2019 J"FIIV rAp m M-Z I\V---_I ' M ! 4 iY : i411 Wo - - Gl�ts ,°� Ari up vx- Job ' `Date Elizabeth °Thom son Architect 250 Mercer St. B806 917-848-1541 Title Scale ' New York, NY 10012 www,elizabeththom'sonarchitect.com - �� 1 - r V- FtA4 - I- �f�lI`��I " Raj pi. ► X10 Pooh Uolfi yr -90' I�?- 1 i-- --�- — --� K4 6*6P i - - - - - I � p -W- VV-;k4 VA - JIM y � - - > % I l " l , OCT 1 6 2019 � OF ' I! - AIAI P PW61 - 17b -4-fao P�,rk Q!' Job Y Date I Elizabeth Thompson Architect I�� PC) d YIN PN WW W� P Il l p _ _ VAMI Gf rte-_ 14 250 Mercer St B806, 917-848-1541 Title Scale } New York, NY 10012, 'f YII6AL, \fit, OAT I a P ! www.elizabeththomp,sonarchitect.com 1 ARC, 1 0 001 S OF M �� J£�� - S w P, P D � x I NVQ ,�-_� VII 17 'kA U r 54 / o { � err,SWI I A O�� s`' �� '^ �.�,-, p�('�(( � 'Q //////- i - /fly n•E�. �pS 44-41 � � �••pd :A' _"' •�Q .� ��.urs \�. �� - - - Job Da Elizabeth Thompson Architect —_- ® �a �I�� i'/x/19 — 0940w1r, WY P.O. 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