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HomeMy WebLinkAbout46221-Z I �SUF QFC TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 46221 Date: 5/11/2021 Permission is hereby granted to: Sinha, Harun 353 W 53rd St Apt 2 New York, NY 10019 To: Make additions and alterations to an existing single family dwelling as applied for. Replaces BP#44567 At premises located at: 195 Ninth St., Greenport SCTM #473889 ti w D{2k-1 J\-� o N e TJ Sec/Block/Lot# 48.-1-23 Pursuant to application dated 5/11/2021 and approved by the Building Inspector. To expire on 11/10/2022. Fees: PERMIT RENEWAL $377.60 Total: $377.60 Building Inspector 4�SufFoi-" �o TOWN OF SOUTHOLD Allyy BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44567 Date: 1/2/2020 Permission is hereby granted to: Sinha, Harun & Dowling, Austin 816 Wiggins St Greenport, NY 11944 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 195 Ninth St, Greenport SCTM # 473889 Sec/Block/Lot# 48.-1-23 Pursuant to application dated 12/27/2019 and approved by the Building Inspector. To expire on 7/3/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $327.60 CO -ADDITION TO DWELLING $50.00 a $377.60 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 �. 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._ a /2 �20ltq New Construction: Old or Pre-existing Building: V/ (check one) Location of Property: IUIJU774 House No. Street—� Hamlet Owner or Owners of Property: 67 4R!11 l 6!&J e-(A � 1,-1 US?l N 00L06 e((JG Suffolk County Tax Map No 1000,Section 41�3 Block e,�> Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) CID 0 r • Fee Submitted: $ 1 (� A plicant S gnature FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) -------------------------------- • � C FOUNDATION (2ND) 0�1 1 ROUGH FRAMING& PLUMBING H W INSULATION PER N.Y. STATE ENERGY CODE FINAL V� ADDITION OMMENTS ;j rlri � YeC 103 � �� ; o O z • �x • d • 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 Survey Southoldtownny.gov _ PERMIT NO.- Check Septic Form N.Y.S.D.E.C. Trustees - C.O:Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form �Z Z Contact: Approved_ ..,:20' Mail to: Disapproved a/c Phone: �O�J Expiration ,20 Building Inspector -APPLICATION FOR BUILDING PERMIT . DEC 2 7 2019 Date 20(9. INSTRUCTIONS a:This application MUST be completely filled in by typewritef 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. ./P EZkl EEL- 7- Name of owner of premises AIAl2 (As on-the fax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title";of corporate officer) Builders License No.-; Plumbers License.No'- Electricians License No:. Other Trade's License No. 1. Location of land on which proposed work will be done: _ House Number Street Hamlet County Tax Map No.- 1000. Section Block a Lot, _ 2-3 Subdivision Filed Map No. Lot 2. State existing use land occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and.occupancy P-2 51014T�lbf& 17LcJ�=LLI,(.I� b. Intended use and occupancy /�'J�zCJT7 3. Nature of work( pp check which a licable): New BuildingAddition ✓ Alteration ✓ Repair Removal :'' Demolition Other Work (Description) 4. Estimated_ Cost `�� ,� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units l Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. < 7. Dimensions of existing structures if any: Front !9(1 4 Rear 46 5; Depth .345,4 Height -f1 25 7 Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height,-—�� 25.. Number of Stories 2- 8. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear �.Jr2�� Depth !95 10. Date of Purchase Name of Former Owner Xt-, COP—LUZ" 11. Zone or use district in which premises are situated , : ", © ; 12. Does proposed constructionviolate any zoning law, ordinance or regulatioin? YES NO 13. Will lot be re-graded?YES NO ✓Will excess fill be removed from premises?'YES ✓NO' 14. Names of Owner of premises %.'F1'Ub1Cc &WeIWAddress *3!�5 11063,49t 2 Phone No.:3�-F-2679- 165G,Name of Architect /L GQC Address Phone'No -0�( 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:MAYBE REQUIRED. b. Is this property.within 300 feet of a tidal wetland? * YES' NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED., 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S5 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 New York. (Contractor,Agent,Corporate Officer,etc.) Qualified in Suffolk County. Commission ExplresAprll 14,20,@-o 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 bfore me thi day of auwlJel" 20 Notary Public;, Signat6e of Applicant Board of Zoning Anneals A,pplication AUTHORIZATION (Where the Applicant is not the Owner) rot I, 0 Ow L( t.d�{ Pit)GO U residing at �ar• ���� (Print property owner's name) (Mailing Address) do hereby authorize iU� � ���'�LL (Agent) to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. (Owner's Sign tore) (Print Owner's Name) Date: 27-Apr-2021 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.0. Box 1179 Southold, NY 11971-0959 Attn: Building Department RE: Extension of Building Permit#44567 Requesting to please extend our permit for building(permit no. 44567)for address 195 9th Street, Greenport NY 11944.1 enclose the permit fee of$377.60. My contact details are provided below should you have any questions. I thank you in advance and look forward to hearing from you. Kind regards, r � L `' ' APR 2 8 2021 Harun Sinha :"' 71 Email: harun.sinha@gmail.com Phone:+347-259-1555 195 9th Street Greenport, NY 11944 LOT AREA = 19,527 SO. FT. LOT NUMBER 10 LOT NUMBER 9 LOT NUMBER 8 S 89*58'00"E 152.80' FC fr 0.9'N L pen -i- fence lfd fence x L— x bldg FC' FC 2.6'N 1.3N 0.7'N S 8T58'00"E 5.57' C\j X Et C 00 C\j cr) 's: I-- Z) Lzi bldg C) 27 6, CO 0.FC 06*17 7'w X 0.2 qb , 2 S,-�, R 1-Z 0 Nl C14 3.0- C14 -'? p 0 ;l T—;-. 16.1, - bldg 01 rc �6 sty CF C C 1: cn u� 0 DEED 100.41' MAP 100.00' FD MON F-c N 89'30'3' 0' It N 89*30'30"W 165.00' 5.57' WIGGINS STREET NOTE GORE IS NOT PART OF LOT NUMBERS 11 & 12 MAP OF PROPERTY OF S. BUEL & MARY CORWIN THE D(WENCE OF=W OF OWS MD OR EkSSjDM OF RECORD. kr AW. NO SHCM AW NOT GUAWBEED. REVISED 10-23-2012 TfE OFFWr-(OR DR00016)SHOW W"N FROM THE 7,M)MURM TO THE PROMN LWM MS FOR A SPEOM PURPOSE NO USE AND M40tDWE AP—e NOT WENDED TO MOM THE 8MCWN OF FB$=WoMM WA=F=5 PAM, JOB No. 12-240 FILE No. S. BUEL CORWIN FLWW ARSEAS.AMMON TO MKDM OR AM all Tv 0006TRIXT". SURVEYED FOR AUSTIN DOWLING & HARUN SINHA U?WMFQM ALTMAIM OR ADOMOM TO rdS S IS A MATM OF SSMM 72M OF TFE WN YOM STATE EOLTANM UW. LOT NUMBERS 11 & 12 MAP OF PROPERTY OF S.BUEL & MARY B.CORWIN OUARAHMS W"TED HEItESH GRALL MM ONLY To TEE PEMM FM V*M im RIM;AW.AM M M OC KF TO TM rU. COMPAW.amErANEW& SITUATED AT GREENPORT AMCf A9V LVEM IMMM LMTD NERE0K AND M THE AMMIM OF THE ELI"a wornflm owavam NE NOT TKqaFEvftr M ACUTM&v=Tumm TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OW"M COM Or TM WR*t W^l NOT WARM WE UM SUMM"W--M WAL OR SCALE 1 30' DATE 10-5-2012 EIMOS3ED SEX SWLL 1W IE CONSCOM TO aE A VXV TKAE COFf FILED MAP No. 353 DATE 5-23-1887 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-48-1-23 DISK 2012 AUSTIN DOWLING & HARUN SINHA STEWART TITLE INSURANCE COMPANY HAROLD F. TRANCHON JR. P.C. HSBC BANK USA, N.A. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 No. 048992 631--929-4695 HAROLD F. TRANCHON JR. PEKIN. LIC. No. 2115—E Generated by REScheck-Web Software CNJ/ e Compliance Certificate Project THE SINHA DOWLING RESIDENCE 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: 816 WIGGINS STREET HARUN SINHA&AUSTIN DOWLING FRANK UELLENDAHL POB 316 OWNERS ARCHITECT GREENPORT, NY 11944 Compliance: 1.5%Better Than Code Maximum UA: 135 Your UA: 133 Maximum SHGC: 0.40 Your SHGC: 0.29 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 Cami Cont.Ast�embly Ceiling: Cathedral Ceiling (no attic) 330 30.0 0.0 0.034 11 Skylight:Wood Frame 18 0.290 5 SHGC:0.31 Wall: Wood Frame, 16" D.C. 760 15.0 0.0 0.077 47 Window:Wood Frame 77 0.300 23 SHGC:0.29 Window:Wood Frame 78 0.310 24 SHGC:0.28 Floor:All-Wood joist/Truss 564 23.0 0.0 0.041 23 Compliance Statement: The proposed building design described here I c n ist ni with the building plans,specifications, and other calculations submitted with the permit application.The proposed bIAN ng signed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory e s isted in the REScheck Inspection Checklist. SLG- Ui�i =c� 1 2 25,619 Name-Title Signat r Date s / 012A Project Title: THE SINHA DOWLING RESIDENCE Report date: 12/23/19 Data filename: Page 1 of 9 ti 121 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 IECC 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. Comphes� C6tJnMents/Msumptions' & Req:ID Value; Value 103.1, Construction drawings and _ ❑Complies 103.2 documentation demonstrate = ❑Does Not [PR1]1 -energy code compliance for the = building envelope.Thermal '❑Not Observable , envelope represented on El Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, 'documentation demonstrate -]Does Not 403.7 energy.code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable ,Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302,A -,"--;Heating and cooling equipment is; Heating: Heating: ❑Complies 403.7. ,­isized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: ❑Not Observable !Manual]or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2', Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: THE SINHA DOWLING RESIDENCE Report date: 12/23/19 Data filename: Page 2 of 9 Section Foundation 9nspection Complaes� Comments/Assumptions 3321; Aprotective covering is in to :❑Complies protect exposed exterior insulation ❑Does Not -,and extends a minimum of 6 in. below ; ,grade. ❑Not Observable :❑Not Applicable 403:9; Snow-and ice-melting system controls ❑Complies [.Fd12]z:-°<`,installed. []Does Not : `' i❑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 SINHA DOWLING RESIDENCE Report date: 12/23/19 Data filename: Page 3 of 9 Section Plans;Verified Field Verified # Framing%Rough.-In Inspection Complies Comments%Assumptio ns, , &..Req.ID Value Value 402.1.1, :;Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, 'average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 ;U-factors of fenestration products ;,]``: '. `e- ;r `.:: °`.-_-:❑Complies [FR4]1 :are determined in accordance t` ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ? ❑Not Applicable 402.1.1, ;SkylightU-factor. U- U- '❑Complies :See the Envelope Assemblies 402.3.3, !❑Does Not table for values. 402.3.6, 402.5 :[]Not Observable [FR5]1 ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier El Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ! ❑Complies [FR20]1 is listed and labeled as meeting r - ❑Does Not 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. 4024:5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 J sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ` ?leakage at 75 Pa. ❑Not Observable -s❑Not Applicable 403.3.1 ;Supply and return ducts in attics ? :.>.-- =:'`;.;:. ,, ; :.,::: ❑Complies [FR12]1 insulated >= R-8 where duct is '❑Does Not >= 3 inches in diameter and >_ ' ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for - _ diameter>= 3 inches and R-4.2for< 3 inches in diameter. s 403.3.5 . :Building cavities are not used as F ❑Complies [FR;15]3 ;= 'ducts or plenums. El Does Not ' ❑Not Observable ❑Not Applicable 403.4,:`.," : HVAC piping conveying fluids R- R- ;❑Complies :[FR17,]z. above 105°F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- "r 3 ;❑Not Observable '❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not = --E]Not Observable ❑Not Applicable 403:5:3 -. Hot water pipes are insulated to R- R- ❑Complies >_R-3. ❑Does Not !❑Not Observable :❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE SINHA DOWLING RESIDENCE Report date: 12/23/19 Data filename: Page 4 of 9 Plans WePif'ed . Field Ver�f�ed F,raming/Rough In Inspection Complies' ` ._ Comments/Assumptaons' bt Req.ID' Value Value 403,6 _ Automatic or gravity dampers are ❑Complies [FR1912 . .'installed on all outdoor air ❑Does Not intakes and exhausts. "E]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 SINHA DOWLING RESIDENCE Report date: 12/23/19 Data filename: Page 5 of 9 Section Plans Veirified Field Verif!ed #`_ Insulation Inspection Complies Comments/Assumptions. -.Req.ID i/alue . Value - 303.1 All installed insulation is labeled ❑Complies [IfV13]?; ",,or the installed R-values ".'+[]Does Not provided. ❑Not Observable i ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood :[]Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable j❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor _,.. ❑Not Observable ,framing cavity insulation is in El Applicable contact with the top side of = ,sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the °top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.6 -wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies (FR10). ❑ Steel ;❑ Steel ❑Not Applicable : 303.2 ';Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) .Z,'J Medium Impact(Tier 2) 3;- Low Impact(Tier 3) Project Title: THE SINHA DOWLING RESIDENCE Report date: 12/23/19 Data filename: Page 6 of 9 Seca�on :• � Plans l/erifeed �Feeld;Venf�ed � . , Final Inspection Proms'ons Complies Comments/Assumptions y Req ID. ::Value Value 402.1.1, Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ;EJWood ❑ Wood ❑Does Not table for values. 402.2.2, El Steel ❑ Steel ;❑Not Observable FI1]1 6 [ :❑Not Applicable [1711] 303.1.1.1, ;Ceiling insulation installed per '7❑Complies 303.2 manufacturer's instructions. ❑Does Not [1712]1 !,Blown insulation marked every ,300 ft2. '❑Not Observable []Not Applicable 402:2"3 ;;Vented attics with air permeable - -❑Complies [P122]2 ' _ insulation include baffle adjacent ❑Does Not --Ito soffit and eave vents that 71 ;extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [F1311 'insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ; ❑Not Applicable 402.4.1.2 :'Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and '❑Does Not <=3 ach in Climate Zones 3-8. -,[]Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [F1411 cfm/100 ft2 across the system or - ftz ft2 �❑Does Not <=3 cfm/100 ft2 without air ,handler @ 25 Pa. For rough-in ❑Not Observable ; ;tests, verification may need to ❑Not Applicable :occur during Framing Inspection. 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not 'either: Rough-in test:Total :leakage measured with a '❑Not Observable pressure differential of 0.1 inch []Not Applicable w.g. across the system including ;the manufacturer's air handler ;enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air !handler enclosure. 403.3.2.1 'Air handler leakage designated :❑Complies [F12411 ;by manufacturer at<=2%of ❑Does•Not design air flow. ❑Not Observable ❑Not Applicable .4 1 Programmable thermostats ❑Complies [FI9:]?° installed for control of primary ; rt❑Does Not 'heating and cooling systems and initially set by manufacturer to =_`❑Not Observable code specifications. :`❑Not Applicable X03:1 2Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. s❑Does Not ❑Not Observable El Not Applicable 403:$1 Circulating service hot water 4❑Complies systems have automatic or iDDoes Not accessible manual controls. ❑Not Observable '❑Not Applicable 1 High Impact(Tier 1) "-2]Medium Impact(Tier 2) J-,3]Low Low Impact(Tier 3) Project Title: THE SINHA DOWLING RESIDENCE Report date: 12/23/19 Data filename: Page 7 of 9 l Section plans Verified Field Veriflieil #.: Final Inspection Provisions; , . Cotnplles� Comments/Ass.tim forts„ &•,Req.ID Value Value, . , All mechanical ventilation system ls;❑Complies [F12512'' --''fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ";❑Not Observable and air flow limits. w❑Not Applicable 403 2 ;Hot water boilers supplying heat ❑Complies through one-or two-pipe heating ' []Does Not ;systems have outdoor setback control to lower boiler water =-- ❑Not Observable ?temperature based on outdoor ; ❑Not Applicable temperature. Heated water circulation systems ❑Complies [FI28jz_ _ have a circulation pump.The ❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply :'❑Not Observable ;pipe. Gravity and thermos- ,.,k El Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump _ when water is in circulation loop is at set-point temperature and nodemand for hot water exists. Electric heat trace systems ❑Complies [F12z comply with IEEE 515.1 or UL EDoes Not 515. Controls automatically <adjust the energy input to the ❑Not Observable heat tracing to maintain the :„❑Not Applicable desired water temperature in the piping '403 5-2 ;Water distribution systems that ❑Complies [F]30]2 - .shave recirculation pumps that :j❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable ; water source through a cold ❑Not Applicable water supply pipe have a E demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. Drain water heat recovery units ;❑Complies jF131]� tested in accordance with CSA _;' ❑Does Not 1355.1. Potable water-side pressure loss of drain water heat G ;❑Not Observable recovery units < 3 psi for =❑Not Applicable ;individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2psi for individual units connected to -three or more showers. 404.1 ;75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not `fixtures have high efficacy lamps Does not apply to low-voltage ❑Not Observable 'lighting. ;.: s : ; _ ❑Not Applicable 464A.1-_ Fuel gas lighting systems have ❑Complies [F123F no continuous pilot light. =' ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2'_ Medium Impact(Tier 2) JI3` Low Impact(Tier 3) Project Title: THE SINHA DOWLING RESIDENCE Report date: 12/23/19 Data filename: Page 8 of 9 Section Plans Verified. Field"Verified Final Inspection Provisions Compill CommentslAssumpttons' & Req.ID Value Value 401-.3 :.;Compliance certificate posted. ❑Complies [FI7j2 - '❑Does Not 3 ❑Not Observable s -❑Not Applicable 303:3, Manufacturer manuals for =,❑Complies [FI18J3 ' 'mechanical and water heating :_ ❑Doe s Not systems have been provided. ;<4❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE SINHA DOWLING RESIDENCE Report date: 12/23/19 Data filename: Page 9 of 9 15 IECC Energy Efficiency rtiicate Insulation . Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 23.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factot SHGO Window 0.31 0.28 Door Skylight 0.29 0.31 .Heating&Gdoling Heating System• Cooling System• Water Heater: Name• Date• Comments ZONING CALCULATIONS Z PROPOSED ZADDIIT ON W _ COMPLY WITH L CODES OF LOT AREA = ca.19,485 SF = 100.0% o ' NEW YORK STATE TOWN 152CODE EXIST'G BLDG. COVERAGE'$ AS REQUIRED A S INCL HOUSE, COV'D PORCH = ca. 1,408 SF = 7.2% PROPOSED ADDITION = ca. 214 SF = 1.1% ll 0 SOUTH TOWN ZBA EXISTING POOL COVERAGE = ca. 420 SF = 2.1% n O SOUTHOL PLANNING BOAR TOTAL BLDG. COVERAGE = ca. 2,042 SF = 10.4% r - ALLOWABLE BLDG. COVERAGE � SINHA S HOL TOWN TRUSTEES R-40: 20% OF LOT AREA = ca. 3,897 SF = 20.0% "'" RESIDENCE 35' r�l� �rf== =r.�r:rr�r= ��.ti.S.oEci lPROPOSED ADDmON �rrr r��r�rrrr CD FRONT YARD r,rr f��OX14 rr r�lr�r. EXISTING STRUCTURES GREENPORT, NY �r!i aii:,•'r ii r�rr"''✓�ir'r• r-% 816 WIGGINS STREET rrr'r✓rr � ;:rrrrr,-r SURVEY BY HAROLD TRANCHON JR. P.C. o ARCHITECT DATE: OCTOBER 23, 2012 zFRANK UELLENDAHL CD NTRAL 123 CEAVENUE f a� I X316 ` o GREENPORi, NYNY 11944 a- 631-477 8624 ED j W OWNERS kt- r4 DATE: O 2..p.#® -.4HARUN SINHA , : �� o do AUSTIN DOWUNG FES'-- _��i_ �1 � 816 WIGGINS STREET - D_a n GREENPORT, NY 11944 NOTN f SUILDir 0 „�CniiCz AT 765-1802 8 AM TO 4 PM FOR THE TEL 347-259-1555 n, FOLLOWING INSPE;IONS: Y FOUNDATION - TWO REQUIRED FOR POURED C`'•,CRETE -( C w 2. ROUGH - FRAMING & PLUMBING ��5 �_' • UEL 3. � � ire 4. FINALA INSULTION CON-S-1 MUST �� �� a Ll o C� 06 ;% /�'/' ,/i SE COMPLETE FCR C.O. ALL GOi` ° = N PROPOSED jrf/%f�/ _ ! - CONSTRUCTION RU' -i ION SEAL L MEET THE '— ADDITION �''�' REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE a Y �SPONSI3L� FOR CS ' DESIGN OR CONSTRUCTION ERRORS.N � E U 16.4' o g 9 SME. =1'- c : 0' iEXISTING Q PROPOSED SITE PLAN RESIDENCE w SCTM# = 1000-48-01-23 N o TOWN OF SOUTHOLDLa N GAGE SUFFOLK COUNTY, NEW YORK DATE: 12/27/2019 a SCALE: 1/16" = 1'-0° PROPOSED 214 SF ADDITION TO THE EXISTING 4—BR SINGLE—FAMILY DWELLING; EXISTING KITCHEN AND 1ST FLOOR BATHROOMS TO BE RENOVATED; ¢ SITE PLAN SlREE� Y WIGGINSDWG. NAME BUILDING PERMIT APPLICATION A o W. NO a� U O:� GENERAL NOTES DESIGN CRITERIA: 0 PROPOSED Z ADDITION 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. o ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING LIVING AREAS AND DECKS - 40 PSF. DINING AREA r CODE (IBC) AND THE 2015 INTERNATIONAL ENERGY SLEEPING AREA - 30 PSF. OUTDOOR O CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. SHOWER WIND SPEED - 130 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B - — - — -— o O MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE Ll 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36° tBATH W/D BATH 2 (EDKITCHEN I d LARCH STRUCTURAL GRADE #2 OR BETTER. TERMITE - MODERATE TO HEAVY ii SINHA. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL DECAY - SLIGHT STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL ICE SHIELD UNDERLAYMENT REQUIRED - YES BEDROOM 4 oo RESIDENCE PARTITIONS, EXCEPT AS NOTED ON DRAWING. O o0 0 DESIGN IN ACCORDANCE WITH AMERICAN FOREST LGREENPORT, NY 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL I Pq816 WIGGINS STREET FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 Fr. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD =1 LL � 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE BEDROOM 12,3 @ 2ND FL. o ARCHITECT VERIFIED BY CONTRACTORS) PRIOR TO START OF WINDBORNE MUDROOM z FRANK UELLENDAHL CONSTRUCTION AND ORDER OF MATERIALS. THIS Up LIVING ROOM 123 CENTRAL AVENUE FOUNDATION HAS BEEN DESIGNED FOR A SOIL DEBRIS PROTECTION SCHEDULE � = P.O.BOX 316 BEARING CAPACITY OF TWO (2) TSF AND GRADES o o GRTE 631 NY 11624 LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT o tE TEL 631-4n 8624 THESE CONDITIONS ARE MET. ALL FILL BENEATH PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS J � CONCRETE SLABS TO BE COMPACTED TO 95% OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER COVERED PORCH m OWNERS EXISTING 1ST FLOOR PLAN W RELATIVE DENSITY. GLAZED OPENINGS OF THE PROJECT: HARUN SINHA FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH 816 WIGGINS STREET 7. ALL HEADERS 6.0 Fr IN LENGTH AND OVER TO BE 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES GREENPORT, NY 11944 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER TEL 347-259-1555 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. ,. 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE q PENETRATIONSr4 E ti PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 200/400 SERIES. DINING ROOM 9. PROVIDE FLASHING AT ALL ROOF BREAKS, a CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS GLASS TO BE HIGH PERFORMANCE LOW-E GLASS SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS AND DECKS ETC.. HARDWARE - METRO COLLECTION: ANVERS, SATIN NICKEL FINISH 10. DO NOT SCALE DRAWINGS. INTERIOR FINISH: WHITE, PRE-FINISHED 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- EXTERIOR COLOR: WHITE yZ ENGINEER ARE NOT RESPONSIBLE FOR THE o INSPECTION, SUPERVISION, OR ADMINISTRATION OF Mark Size Description Quantity 7SUHTER THIS CONSTRUCTION PROJECT. FEDERAL, STATEN AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY Of THE ------- ------- E5 CONTRACTOR. A NLGD100611-4 NARROLINE GLIDING PATIO DOOR 1 _ _______ B TW2452 DOUBLE-HUNG 6 j2L[ o o s z 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO C FW029611AL OUTSWING HINGED PATIO DOOR 1 :7M.BATH oo FACILITATE CONSTRUCTION AND SHALL NOT BE D A281 AWNING 1 KITCHEN CONSTRUED AS A CONTRACT BETWEEN BUILDER AND E VCE-3046 VELUX electric SKYLIGHT 2 MASTER BEDROOM :01 BATH OWNER. W/D 1p N 13. THIS STRUCTURE HAS BEEN DESIGNED IN 85 ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. DRAWING SCHEDULE 0� DATE: 11/13/2019 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL SCALE: 1/8' = 1'-D° CHANGES PRIOR TO AND DURING CONSTRUCTION. Ri A-1 SITE PLAN MUDROOM QE EXT'G. FL. PIAN 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-2 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES LIVING ROOM 3¢ DESIGN CRITERIA DESIGNED AND SPECIFIED BY OTHERS. EXISTING AND PROPOSED 1ST FLOOR PLAN TM 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-3 FOUNDATION PLAN & PARTIAL PROPOSED 1ST FL. PLAN GENERAL NOTES INSURANCE NECESSARY TO PROTECT THE ENGINEER & CROSS SECTION A-A EBILCO]DOOR W. NAME AND OWNER. A-4 PROPOSED ELEVATIONS COVERED PORCH A_2 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-5 CONNECTORS, CRITICAL PATH PROPOSED 1ST FLOOR PLAN 5:2 o W. NO UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-6 FRAMING NOTES, FASTENER SCHEDULE Oz� _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ PROPOSED r �- LEGEND Z ADDITION I - - - - - - - - - - - - - / ® NEW WALL o EXISTING WALL Bluestone Steps EXT'G WOOD STOVE 0 - — — - WALL REMOVED 9'-9° TO BE RELOCATED O CD CRAWL SPACE I I o 1 1 3/4" SUBFLOOR, NAILED AND GLUED < A C::, � I 1 - z I 1 2XX10 FLOOR JOISTS @ 16 O.C. (2) 12" L L HEADER z � UNVENTED � o R-23 STONE WOOL INSULATION (ROXUL) I SINHA ❑D I I co CRAWL SPACE I ; 1 _ 2;xs° TREATED SILL EXT'G w U I 1 N 2 RAT SLAB � I I 2" CONCRETE DUST COAT ^i B I WOOD STOVE g _ W 8 POURED CONCRETE WALL ❑ ❑ RESIDENCE Q o I o I I 1'-4" X 8" POURED CONCRETE FOOTING WITH _ C-4 3-#5 REBARS - 3" ABOVE BOTTOM OF FOOTING -r DINING ROOM � o GREENPORT, NY 5/8'X12" ANCHOR BOLTS @ 48 O.C. m I m o " m BITUMINOUS DAMPPROOFING TO GRADE ACCESS TO ❑ � pendant CATHEDRAL CEILING ❑ i 816 WIGGINS STREET I ' I 2 RIGID ENCAPSULATED INSULATION I ; I B m I B r SILL SEAL CRAWL SPACE � N 1 3 I I TERMITE SHIELD 2"Xl " R.R. @ 16" O.C. 2"X10" R.R. @ 16" O.C. o ARCHITECT STRAP N T EXT G FOUNDATION I (2)2x4 POST ' OR USE E(3) 5 REBARS I / I 2" RIGID ENCAPSULATED INSULATION ® INT. WALL w R-30 INSULATION w/ R-30 INSULATION N w Z FRANK UELLENDAHL I I o pendant I—• o 0 123 CENTRAL AVENUE '� � ^.' w P.0.80X 316 FOUNDATION NOTES © IE I "Ui © o GREENPORT, NY 11944 PROVIDE ACCESS STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 �E TEL: 631-477 8624 TO EXT'G CRAWL SPACE READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON 1 I W OWNERS UNDISTURBED SOIL. 4 HARUN SINHA EXT'G CRAWL SPACE ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. —— — — — — — AusRN DowuNc -- - - - - - -'c —� - - - -� - - �E 816WIGGINSSTREEi FOUNDATION PLAN GREENPORT, NY 11944 SCALE: 1/4" = 1'-0" Z TEL 347-259-1555 46 COLLAR TIE LED LIGHT STRIP EA. BEAM Y CONT. RIDGE VENT RIDGE STRAPS EA. RAFTER PAIR EXT'G r) n (2) 2X10 RIDGE BEAM SECTION A-A o � , SCALE: 1/4" = 1'-0" „ OUTDOOR — — — 2x10 R.R. 16" O.C. / 8 -5 /2 SHOWER 6 5'-0" 1 _ 4X7 ISLAND— m �! w/ R-30 BATT INSULATION j 1° CERAMIC TILES W r r ON BAFFLES © - - - - -EXT'G— N BEAM ABOVE 2A 0 U. _ f LLLLL LLLL I T^� � o o q LLL L- LLLL �� LLL o ° - - - - - - - - - - - - - - - - - MBR LL LLL LL m N LLL 0 a 0 L LLLLLL LLLLc::> o HURRICANE CLIP EA. RAFTER LLM BATH LL LLLL KITCHEN CEILING U _ L- �-L�-LL X 7 LLL a o KITCHEN PANTRY o EXT'G GIRDER o LLLLLL M LLL REF. i cm EXT G PERGO FLOOR CC) o CD— ° LBATH 2 - b j M � 2X4 WALL STUDS @ 16" O.C. L L-LLL L L=L -92- C) N w/ R-15 STONE WOOL INSULATIONL L L L I.o LEI N r, L L m L LQ X DN i N Z N 2X10 F.J. +� 16" O.C. W/D L N L L L M NCD cn w/ R-30 BATT INSULATION ^ ILLL LLL L i -1 DATE: 12/27/2019 y a SCALCROSS SOON A-A J 8'-6"_ 5) FLOOR PLAN CA. 30"X30" ACCESS PANEL ! =Z CRAWL SPACE , Y a FOUNDATION PLAN SECTION A-A 2" RAT SLAB ; W. NAME % A-3 a " DWG. NO 16-6 MUDROOM PROPOSED 1 ST FLOOR PLAN SCALE: 1/4" = 1'-0" �� PROPOSED Z ADDITION o J_ Z U O D 1111111 1111 IIIT1 HIT 1 11 111 1111 11 11 11111 IIITII IIITII IIITII 111111 11111 11 IT 11 11 IT I 111 11 11 IT 11 11 IT 11 11 it 11 11 IT 11 11 IT 11 11 U W SINHA ® ® W RESIDENCE III 1111111111111 11 GREENPORT, NY I fill 11 11 117rrr=1 111 11 1111 11 1111 11 IIITII IIITII 1111 T 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1111-11 IIITII 1111 11 1111 111111 11 11 IT 11 11 IT 11 11 IT 11 111111 111111 11 IT 11 11 IT 11 1 816 WIGGINS STREET 11 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT I -TT--rT-TT-r=11 11 IT 11 11 IT 11 11 ITII 11 IT 11 11 IT 11 111 111111 IIITII IIITII IIITII IIITII IIITII IIITII 111111 IIITII IIITII 1111 11 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 I IT 11 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 111111 �I I�I ARCHITECT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 IT II IITTII 11 IT 11 11 IT 11 11 IT 11 1 IP11M di,IM I�W,1 11 11 11 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 IITT 11 11 IT 11 11 IT 11z FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 o GREENPORT, NY 11944 TEL• 631-477 8624 ® W OWNERS HARUN SINHA k AUSTIN DOWUNG 816 WIGGINS STREET GREENPORT, NY 11944 TEL' 347-259-1555 Y W / ? 'c� NORTH ELEVATIO SCALE: 3/16° = V-0. �l N:Ej CD IVIIII INI 111 11 1111 11 IT 11 11 IT 11 11 IT I ® a � Q 85 a IT 11 11 IT 11 1111 1�1111 � Z m 0 N N Z DATE: 12/27/2019 -2 SCALE: 3/16° = V-0° PROPOSED 3¢ EAST ELEVATION EAST ELEVATION �� NORTH ELEVATION SCALE: 3/16° = 1'-0" o DWG. NAME PROPOSED ADDITION A-4 DWG. NO VC) OQ PROPOSED Z ADDITION i o 24" I J 0 i ICE SHIELD UNDERLAYMENT 8 O REQUIRED - 24" FROM EDGE HURRICANE LIP—\ RRICA SINHA PEo RESIDENCE RAFTER TO TOP PLATE GREENPORT, NY a1s wlcclNs STREET SIMPSON H2A HURRICAN LATERAL AND SHEAR CONNECTION CLIP NAILED. FROM PROVIDE 8d COMMON FOR 8 FT WALL HEIGHT W ARCHITECT RAFTER TO STUD. - NAILS ® 4" O.C. AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL ✓ 4-8d COMMON NAILS (TOENAILED) REQUIRED o FRANK UELLENDAHL 5 - 8d NAILS EACH END SHEATHING. IN EACH RAFTER AND TOP PLATE 123 CENTRAL AVENUE 9 P.O.BOX 316 APA RATED PLYWOOD TO 2 GRTTEELPORT 47711944 8624 EXTEND TO TOP OF TOP UPLIFT STRAP CONNECTION REQUIREMENT PLATE. ROOF TO WALL OWNERS FOR 16 FT ROOF SPAN SINHA 6-8d COMMON NAILS IN EACH END OF do AUSTINUN 1-1/4" X 20 GAGE STRAP OR HURRICANE CUP o 816 MGGINS STREET GREENPORT, W 11944 TEL:- 347-259-1555 UPLIFT STRAP CONNECTION REQUIREMENT WALL TO FOUNDATION (2) 1 1/4" WIDE - 20 GAGE FOR 16 FT ROOF SPAN �t,� METHAL STRAPS AT DOORS FOR . `� 25 �\ HEADER TO STUD CONNECTION 6-8d "COMMON NAILS IN EACH END OF �, �� 1, AND FOUNDATION TO STUD CONNECTION 1-1/4 X 20 GAGE STRAP { i PROPOSED 1 1/4" WIDE - 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT +� 1ST FL ADDITION METAL STRAP MAXIMUM . CONNECTION RESISTING LATERAL & SHEAR LOADS ACQ SILL PLATE o TOP OF FOUNDATION 5/8" ANCHOR BOLT ® MAX. 72° D.C. OR 1/2" ANCHOR BOLT @ MAX. 46° O.0 m a SILL PLATE TO FOUNDATION ANCHOR BOLT WRAP + NAIL STRAPZ ( 4 - 4d NAILS ) CONNECTION RESISTING UPLIFT s AROUND SILL PLATE m AT ANCHOR BOLT1 1/4" WIDE - 20 GAGE R.O. FOR 10' SLIDING DOOR MAXIMUM ANCHOR BOLT SPACING: 72 INCHES METAL STRAP ® 48" OC. WITH TRIPLE JACK STUDS 5 - 8d NAILS , o N NAIL SHEATHING TO SILL PLATE N 8d NAILS ® 4" O.C. CRAWL SPACE. ° • '° ._. 2 4 '% ' 2 x 6 ACQ SILL PLATE p u.• ° p . P u DATE: 12/27/2019 ( ) # REBARS / ALUMINUM TERMITE FLASHING a ° o n a „ n ° a a ° p °: SCALE: N.T.S 5/8" X 12" A.B. ® 48" OC. D ° ° p ° a .p •a• a n W CONNECTORS 2" RIGID INSULATION ,; w/ 3"x3"x3/16" FENDER WASHER. ' ., °' ° (max. 12" from end of sill plates) °a ' a a ° aD . a °a a ° e ° D• 3 4 CRITICAL PATH 2" CONC. SLA i 8" P.C.FOUNDATION ° p • D ° a ° a Y W/ V-4" X 8" CONT. FTG. DWG. NAME SECTION (3) #4 KEBABS ELEVAT-1014 ' ° IN. ° ° CONNECTIONS N A-5 o DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 0�2 FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM PROPOSED ADDITION Joint Description Nail Sizes Nail Spacing 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER' Rafter to Top Plate (Toe— ailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceding Joist to Top date Toe—nailed n/� per joist9— X MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ra (Fa e—nailed)) n a each lap Ceiling Joist Laps ov r Partitions Face—nailed) / p w Collar Tie to Rafter Face—nailed) n/a per tie Ld 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Blocking to Rafter (o —nadeda 2 — 8d each end EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Rim Board to Rafter End—nal ed) 2 — 16d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND ig SINHA NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed) 2 - 16d ' per foot RESIDENCE WITH DOUBLE UPRIGHTS, 9'-0° AND OVER WITH Top Plates at ntersection Face-nailed) 4 - 16d joints-,gach side o TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face-nailed 2 - 16d ° 24 o.c. ! GREENPORT, NY MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16 o.c. along edges 816 WIGGINS STREET 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 2 - 16d per 2x6 stud z ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d per 2x8 stud CD 0 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR J FRANK UELLENDAHL CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot 123 CENTRAL AVENUE 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING o P.O.BOX 316 GREENPORT, NY 11944 stairs etc. ) OR AS NOTED ON DRAWINGS. 12 TEL 631-477 8624 Joist to Sill Top Plate or Girder (Toe-nailed) 4 - 8d per joist 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bnd ing to foist Toe-nailed 2 - 8d each end OWNERS PARTITIONS OR AS NOTED ON DRAWINGS. Bloc, ing to Joist Toe-Wade 2 - 8d each end Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block g HARUN SINHA 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Stnp to Beam (Fac -nailed) 3 - 16d each joist do AUSTIN DOWUNG Joist on Ledger to Beam (Toe-nail) 3 - 8d per joist sts WIGGINS STREET WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist End-nailed) 3 - 16d per joist z GREENPORT, NY 11944 "TECO" OR APPROVED EQUAL Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' r per foot TEL 347-259-1555 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS ,��P� C SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4° o.c.,perimeter zone g `�; E Z r ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of �g�' ��- ✓� panel, 12 o.c. interior 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 0 4" of panel o.c. EXTERIOR EDGES AND 6 d 0 12" o.c. Diagonal.Board Sheathing " g 1 x 6 � INTERMEDIATE. 1° or 1 x 8 2 - 8d per support x 10" or wider 3 - 8d per support F 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING W $ AND WATERPROOFING SHALL BE BY ARCHITECT. a a 2 ' Gypsum Wallboard 5d 7 edge / 10 field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE N ` o WALL SHEATHING AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'TECO" OR APPROVED EQUAL FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Structural Panels 8d 6a edge / 12a field Fiberboard Panels CUPS AT ALL PERIMETER JOIST TO GIRDER E5 CONNECTIONS. 7 / 16° 6d 3" edge / 6" field � E525 / 32° 8d 3" edge / 6" field z 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVLG psum Wallboard 5d 7" edge / 10° field S PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND Hardboard 8d 6" edge / 12" field o HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6" edge / 12" field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing N STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1: x 6" or in x 8" 2 - 8d per support N BEARING POINTS AT A MINIMUM. 1" x 10° or wider 3 - 8d per support o HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING o RECOMMENDATIONS. DATE: 12/27/2019 Structural Panels c a SCALE: N.T.S 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less a 8d 6'edge / 1;" field W GALVANIZED MACHINE BOLTS ® 12" O.C.. greater than 1 10d 6 edge / 6 field Nailing Schedule Diagonal Board Sheathing " 3¢ FRAMING NOTES 1" x 6""ort x 8 2 - 8d per support Y 12 ° 12 12 a1. 12 1 x 10 or wider 3 - 8d per support Q,� DWG. NAME f_/ OR: TRUSSLOK CONNECTORS 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 N 3 on—center at the panel edge to obtain higher shear capacities nailing req irements for structural members shall A-6 be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. �' DWG. NO o z When wall sheathing is contmuaus over connected members , the tabulated number of nails shall be permitted to a o 6 be reduced to 1 — T6d nail per foot. CD 0�