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Home My WebLink About43923-Z ��gFFOI Town of Southold 6/29/2021 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42130 Date: 6/29/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 700 Oak Dr, Southold SCTM#: 473889 Sec/Block/Lot: 80.-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/6/2019 - pursuant to which Building Permit No. 43923 dated 7/1/2019 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: single family dwelling with rear screened porch and rear deck as applied for. The certificate is issued to Sciscente,John&Laurie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0037 5/27/2021 ELECTRICAL CERTIFICATE NO. 43923 10/9/2020 PLUMBERS CERTIFICATION DATED 10/1/2020 Ei&Enden 0 riz d ignature rtf`° TOWN OF SOUTHOLD o�gUFFD(,�-caG BUILDING DEPARTMENT co 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#: 43923 Date: 7/1/2019 Permission is hereby granted to: Sciscente, John & Laurie 77 Silverbrook Rd Shrewsbury, NJ 07702 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for. At premises located at: 700 Oak Dr, Southold SCTM # 473889 Sec/Block/Lot# 80.-2-11 Pursuant to application dated 5/6/2019 and approved by the Building Inspector. To expire on 12/30/2020. Fees: DEMOLITION $373.60 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,037.60 To`��1: $1,411.20 Building Inspector 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: V (check one) Location of Property: -100 L_1D)D )11A IC -k)✓iy e— IS00-.1 p`j House No. Street Hamlet Owner or Owners of Property: L (-\uy i + J l7 VA(1 S C( mss C-c vi-4 c— Suffolk County Tax Map No 1000, Section 0 Block Lot Subdivision Filed Map. Lot: Permit No. q 22 0?�; Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ 60 Apptwa4 Signature so Town Hall Annex ®,�, Telephone(631)765-1802 54375 Main Road `1 T" V`err' Fax(631)765-9502 P.O.Box 1179 Sean.devlina-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Sciscente Address: 700 Oak Dr city:Southold st: NY zip: 11971 Budding Permit# 43923 Section: 80 Block: 2 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 40 Ceiling Fixtures 20 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 12 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 23 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 3 Transformer UC Lights 14' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 45 4'LED Exit Fixtures Pump Other Equipment* Hood, Garbage Disposal, DW, Micro, W/D, Gas Oven Notes. New Two Story House Inspector Signature: Date: October 9, 2020 S.Devlin-Cert Electrical Compliance Form.xls *pF So�Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 Q �ycome��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: f 0 U Building Permit No. Owner: S C,Sce e, (Please print) Plumber: Cc-CcK CYC Ben (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of OcA z,r 201-0 MICHAEL SLATTERY Notary Public-State of New York No.01SL6277937 Qualified in Queens County Z My Commission Expires Notary Public, County Al� roe sour # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NECTION [ OUNDATION 1S 14 R[ ] ROUGH PLBG. tv FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /� � �� &V/ XO ■ to qoj4t-A� DATE INSPECTOR ho�a0FS0Ulyo� / �V6 Oldg DK # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ' [ ] ,FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION , [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ELECTRICALS(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . DATE << INSPECTOR Y OE SOGIyO # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 4s YINSPECT N ZFO DATION 1ST [ ROUGH PLBG. DATION 2ND INSULATIOWCAULKING NG/STRAPPANr [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION27] E C/O REMARKS: J;� - o DATEG INSPECTOR so TOWN OFSOUTHOLD BUILDING DEPT. 'r, 765-1802 INSPECTION FOUNDATION 1ST [,IRdUGH 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: -, DV4/T-o Cvv,t^ Ain own ew 19 ?�, ON .000- L DATE INSPECTOR v OE SOUT �� 2-3 700 TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY • [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) E LECTRICAL (FINAL) [ ] CODE VIOLATION PRE C/O REMARKS: OA � ou 7''l AleeA zKbA m kgamfmm1-d-- -,1 Ateeg A-V o7u,,PrfZ 1oz-e4f-� KI&Affll? WIl-teonr � sc , ov l-l-e—f Zs�� Z DATE INSPECTOR r— o��OE SOUIyo # # TOWN OF SOUTHOLD- BUILDING DEPT., = 765-1802 INSPECTION [` ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] ,FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O � REMARKS:' DATE '� INSPECTOR - �� laf s TOWN OF SOUTHOLD.BUILDING DEPT. 765-1802 INSPECTION -- FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND KSULATIOWCAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY- -FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMA S: in, FtK4 siAgm A1o_lq_Fo3q_ zll000,� DATE 14, -jov INSPECTOR S��E Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 700 Oak Drive,Southold NY 11971 Test Date 9/18/2020 Building Permit#: 43923 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if- Floor fFloor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1St 917 8253 ❑� Sealed Attic 2nd 974 9058 *The conditioned floor area of dwelling is calculated in 3`d 0 accordance with ANSI Z765,except that conditioned floor Attic 5700 area includes areas where the ceiling height is less than 5 Total Volume 23011 CFM @50 pa 878 Air changes/hr@5 a 2.29 Code Compliance: Pass Duct Tightness: Post-Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement •------------------------- Floor Area 917 Leakage CFM @ 25pa 36 CFM/100 ft'CFA3.93 /Code Compliance: Pass System-2: Within Condition Space Duct Location Condition Space •--- ---------------------- Floor Area 974 Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: Exempt System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 9/18/2020 Christop er Silvia,Home Energy Solutions COMMZNTS • • yL I XAM - ��' MV I PA ROUGH FRAMING& PLUMBING INSULATION PER N.Y. 8TATE ENERGY CODE Pm■rllu __ ( r tib • kill v TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Bard of Health SO CJTI30LD,NY 11971 4 sets of Building Plans { TEL:(631)765-1802 -Nammng Board approval FAX:( 765-9502 � eySoutholdtownn . ov PERMIT NO. Sxptic Form E C. -Ptistees C Application emut Examined-7 20 -gin &Separate �7 uss Identification Form fI (S orm-Water Assessment Form `\ tact: I ,� c Approved 20 ��-' j�/��J L..,�l Tilt 2 Disapproved a/c f Not aa p Phone Expiration 120 J pector FD) , APPLICATION FOR B DING MIT MAY 2019 i_ Date 1 1 1A r�,� 20 1 9 INSTRUCTIONS a This applt hon MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl'ans,�acctuate p Ian to scale Fee according to schedule i b.Plot.planshQ, cation of lot and of buildings on pretenses,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 Budding 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 interni,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 N Southold,Suffolk County,New York,and other applicable Laws,Ordinances or lations;for the constntctiQp"f uildings,additions,or alterations or for removal or demolition as herem described The (�11rized ant agrees to comply witli all applicable laws,ordinances,building code,housing code,and regulations,and to admit itutinspectors on premises and in Wilding for necessary inspections. P1 (01 6 qy c rig J U 2019 (Signature bfaVplicant or name,if a corporation) T S1Iverbrook- (fid. S hrewsbuY-j _ .r D (Mailing address of applicant) N ,-1 2— State State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder O W Vier i Name of owner of premises L ku lr 1e- �OvAn C en-4 e-- (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of and on hich proposed work will be done: —100 0-130) O(AV,- -Soot IiD1 JA m,,- I House Number Street �� Hamlet County rrV Tax Map No. 1000 Section Block Lot I Subdivision Filed Map No. Lot �1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy (),rt VO-,At i rn4L b. Intended use and occupancy do M n I AD 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal, Demolition---A Other Work 4. Estimated Cost Fee IUU -, ?v'D / rI- (Description) � soy a heelruOF1 (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor S i✓1 c, e- lf 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 32 p \ Rear Depth (9 Height Number of Stories N Dimensions of same structure with alterations or additions- Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear 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 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO e 14.Names of Owner of premises '' Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with 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 t COUNTY OF ) Lla V Y L SCI sc-c,o -- bemg duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, T r' N 0 (S)He is the n+ (Contractor,Agent,Corporate Officer,etc.) 3 m � a � Z 4 of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, o a�, ` that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be LU U erforied in the manner set forth in the application filed therewith. g o z `-' wo to before me this r day of G1 _20A Notary Public Si e of Applicant Scott A. Russell QYZ ST(0��[�.I��][WATE K TT�/J[A\,TgA.G 1EMIENT SUPERVISOR 1\SOUTHOLDTOWNHALL-P.O.Box 1179 Town ofSouthold 53095 Main Road-SOLTMOLD,NEWYORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECT INVOLVE ANY OF TIIE FOLLOWING: (CMCK ALL THAT APPLY) Yes No _ EE A.'Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. EM B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E E C; Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. F]E D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E[:1E. Site preparation within the one-hundred-year f loodplain as depicted on FIRl'S/I Map of any watercourse. E 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 completed Check List Form to the°uild-ng Depaa-ts''ent wit our Building Permit Application. S.C.T.M. 1000 I?ate APPLICANT- (property Owner,Design ProfessionaL Agent.Contractor.Other) [)isiricl NAME- �Vt/1(� c � t c2.-n Block Lot ---] s —j " » FOR BUILDING DEPARTMENT USE ONLY Contact Information 3 Reviewed By: - - - - - - - - - - - - - - Date: -7`ZUlq r dress /L ation of Co stnlction Approved for processing Building Permit. tormv+-ater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SSMCP-TOS MAY 2014 APP roe1C',1NT. CHAPTER 236 {Property Owner,Design Prafeeeion�l,Agent,Conttaaot,Other) S,C'TAI, 1000 —�_ QSl)1f(Y4- moo, 2 ii ° �% Stormwater Management Control Plan CHECK LIST NAML. scctl„n Hl(xt. Lot &M z I'kw hS MC P -Plan Rcc utrement5 Pio,Itic ONEc,>Ily 01'111C liulldlll; Permll Application. On p /n Date; o S SIC 1110 applicalII fillltit 1)IoN Ido a colliplete ENplaI)aI ton andlor Real II for not 1)1m IdIIill - all Information that has bee Requited by the follo�+Ing Lllecklt,tl 1, A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Iters, Please PI'ovlde Justification Herel show all of the follom ing items: YE NO NA If you need additional rooni for explanation;;,Please Provide additional Paper a. Locatlt)n & Description of Property Boundaries, b. Total Site Acreage. c ERM Ex•ishng- Natural & Man Made Features �vilhin 500 L.F. ON 9,SE-D—IMENT CONTRGtS of the Site Boundary as ret aired by §z;3t, t7tc'tzl ite o: d l•e.:st Hole Data Indicating`011(haracleristic.,&Depth lu Glournd Water. -U7.I inalnlaMed Lonstruction Entrance, e. _1111115 of Clearing& Area caf Proposed Land Disturbance. Wire Backed Fencing, stabilization & f. Existing & Proposed Contours 0l• the Site 1\Unln)Inl 2 laler,al,1 Seedinlit�— g of exposed and/or inactive g. Location of all exlsttng 9-proposed structures, roads. F --•,t— :Mlc� r drtveways,sidewalk, drainage tnipi-mements& utilities. \ h. Spot Grades& Fuush Floor Elevation,,, for all ext;tuig& -- 1 1'opUsed 5t1'UCthl'e5. • ELL— I Location of propo.5ed Swulirning Pool and dl5charge ring. QoG d v ?. I Location of" Proposed Sol l 5toe pile Area(s), k. Location of ptolxteeci( ln,h'uctloll _nuance/Staging Areafs). 1. Location of proposed concrete washout area(s). .,- rn. Location of all proposed elotilon&sediment control(11615iu•e'. 2. stormwaler Management Control Plan roust Include Calculation,;hoµIng ° that the suis Irt+pater umprmement,,are swell to capture,store,and Inf,itrate rin-•ite the Ian-off from all ttnper+uxlti,urtacc,generated tl4 a t\+o(2'7 inch Contact TOS Engineering at -1560 be ore ratnf all/atol m event Backfill, OR Provide Engineer's Certification 3. Dcia,l�,&Sectional Dianingstur,lulrnnalel Plact Ices alclaqun•edfor appf11`al thatdr i installed-to Items requiring details shall"include but not be llmtted to. a. EroSlon &Sedirnent Controlti. b. Construction Entrance& Site Access. c. Inlet Drainage Structures (eg catch basur%trenchdiauls,etc.) d. each inq Structul es (e. .Infl(h•atIon basin S�vdle.s.etc 1 #* # FOR C:NG NI.T.RING FPARTMLNT U`S ON]. Y 1 Additional Information is Required. Re\leveed& I Stormw'ater Management Control Plan is Not Complete. Approved By: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 — Stormwater Management Control Plan is Complete. j Date. dI / i SMCP has been approved by the Engineering Department. FORM * SWCP heck List -TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector' . C p : '•, " TOWN OFSOUTHOLD '. Town Hall Annex -°54375 Main,Road - PO-Box.1,1.'79 o _ •,..1Sou'thold,'New York 1197 i-0959 yal � Telephone (631) 765-1802 - FAX (631) '765-9502- , , c roger.richertcnr town.southold.ny.us t, APPLICATION FOR ELECTRICAL INSPECTION, -EQUESTED'BY: Date: Company Name: If- S S ►Zlc, ; Name: License No.. ,E- email: G'S/ y/ 04,oL Address: e3 o v74, a Lx- 119 -71 Phone No.: �'!6 94/8 s'6 /G- JOB SITE INFORMATION: (All Information Required) Name: Address: ' ® /1 is 61.1 V JC O I✓7-1 04-0 /(-9 7 Cross Street: o. _. Phone No.: Bldg.Permit#: Z/3 9 CP 3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Meal [ A g,\j C�r_y, t Circle Alt That Apply: Is job ready for inspection?: YE NO Rough In" Final ' Do you need a Temp Certificate?: CNO Issued On Temp Information: (Ali information required). Service Size 1 Ph 3 Ph Size: o C' A #Meters l Old•Meter# New Service Fire Reconnect-Flood Reconnect,--Service Reconnected' Underground ,Overhead 9 Underground Laterals 1 2 H'Frame' Pole Wdrk done on Service? Y N ' Additional Information: Ll U PAYMENT DUE WITH APPLICATION ':4. ' SEP: 2 6' 2019'_ PLC Request for inspection Fonn.xis J PERMIT# Address: Switches Outlets II GFI's Surface Y Sconces l �� NH's l G UC Lis Fans Fridge HW f Exhaust � � .Oven C� , Dryer I 30- A I � J v Smokes DW I Service Carbon , Micro Generator Combo I Caoktop Transfer AC " / AH Mini J Spacial: Coments. G� V hCl Ski 2�a -� foe Town Hall Annex =` " Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 .t BUILDING, DEPARTMENT NOTICE-OF UTILIZATION OF TRUSS_TYPE:CONSTRUCTION .PRE-ENt31NEEREQ ,WOOD CONSTRUCTION ANTO TI1VISER CONSTRUCTION Date, Owner: LAun S cevi-I Location of Property: —100 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature.'/4.01.1-A /I I.-R-01,"') CP 11 Name (person submitting this form): Capacity(check applicable line): J Owner Owner representative TrussRegMdocx Effective 1/1/2015 i N 611 DIA-1015-TER A REFLECTIVE WHITE REFLECTIVE RED r IPANTONE #187 H The construction type : Ito designation shalt be c61i99 4511„1 Ac1119pI qV::or acV)® to indicate the construction classification of the structure under OESGHAT" 0. O STRUCTURAL section cot of the Bc�I1Ps COMPONENTS THAT ARE OF TRUSS- TYPE CONSTRUCTION a "F51 FLOOR FRAMING INCLUDING GIRDERS AND BEAMS ROOF FRAMING E 1 'TR" FLOOR AND ROOF FRAMING STANDARDS AND CODES V� Q ' r 2 4 os z f v .Zz Y - 4 41 N 14 n Z 67IT Z3p (� 3 ip 7 Arron t Z7 i t Mf�P aF PROPERrr t MCRRI T T Wig CL141HIC S. MILLER OU3 Suave 7orv� o� sovrHOL,o - 1 - SuFFouc Co N.Y w i Cu v re v-1 4- t i rWmbcrs r�cr Ifo"J�?o�v o-f GCAOJ-017 �dorr Sf:or-cs" i/cd�n Su� /k 4907ar AF. �yC�i�rsO{�6C�JJ/y1d�v/Yo.63j s�rvcy, - ,Gic��s�d Lris�/Surv:cyoi-.� SURVEY OF P/0 LOT 24 & LOTS 25 & 26 BLOCK D MAP OF O REYDON SHORES FILE N.631 FILED JULY 1, 1931 SITUATE BAYVIEW TOWN OF SOUTHOLD r� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-80-02-11 ^oma C; SCALE 1'=30' OCTOBER 16, 2018 3e �o AREA= 12.398 aq. N. 0.285 cc. NOTES. 1.ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EIOSONG ELEVATIONS ARE SHOWN THUS:XXX FA- FIRST FLOOR pp�,�,c[/ OFL- fARAGE'DFLOOR 8 O 4J S 69e4 �4F0- 3.MINIMUM SEPTIC TANK CAPACITIES FOR A 3 BEDROOM HOUSE IS 1,000 GALLONS. 40++ dfgUp+Y� 17pP MINIMUM S'LONG, V-3'MADE,6'-7'DEEP A MINIMUM LEACHING SYSTEM FOR A 3 BEDROOM HOUSE 15 3DO sq M SIDEWALL AREA. IS /3 ,2 pip O+�Y 1 POOL; 12'DEEP,8'dim a �r X00 -L!`/- N'�S Z4 �,�p� 3,3 3�, C 62 i PROPOSED 50%FUi11RE EXPANSION POOL ry ®! PROPOSED 8'Du K 12'DEEP LEACHING POOL PROPOSED 1.0co CALLDN SEPTIC TANK 5.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ggq�,��c"1� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 0,y \ �& 8.THE GCESSPOOL IS TO E PUMPED C EITHER REMOVED OR FILLED WITH CLEANSANDAS PER S.0 D.H. STANDARDS. _ — 2921 Z 3dx z�.i RA 9DATA W (TFsf Hole DW Er ruWnurJ COMM as oN ocrOaE*R T4 2018) y 383 FZ \ �4 "-7 -" O R Wi09N S9IDY IOIY OL 7 9fNN umw SAIm SY r" 69.48 ^/y \ o 9Y nE L4AL4 Mo F(TR9M9 ANR aAml® yyJ pq fOR�e LL>£B!114E v Ta81 moE IMO O" � Q. _ 't+``jam• 9fa'IFN iME TO mUSE sRm s1 m1[A�tml. - z7 �Y6/� Q1A'/ D-IA I 195' 'Y ^Y ZB11 iiL+� x ILYS lie No 50497 X09 6S,3 $ Nathan Taft Corwin III � rata�OMioln°°I.�ai>.c m Taof aaTE Land Surveyor E,®SAL 519LL IOL 9E ooa� 'd � ro a A lean teeL aiI Q 0]iaWn6 ROW®NOZ®I 9Y11 9UN S—Ta=J.kdosry Jr LS. 0.V m TIQ 1Fi6R11 NR MOa11NE SelokY A htgogm LS a PIaPAWD.NO m m 9IWF m lfi LIRE Wfwln.CA1fReIO19L AaJLY Ab 7Me 9vwJ9—4LAAdav—�JYma— mrpbu3ia,faymd lumen RaTn9me usTm Ie®0.Mn ro T!E J®a®ar TIE lama RaM PHONE(071)727-2O80 FaR(831)727-1727 OFFTunnL e9afO9016 ARE Im TIWESD9nE THE E7051OICC OF RIaR 6 gA1a �fdO TEDR.N II AOORMS 16 ALO oW dSElpAa of RO:O9D,i 1599 Nm Rood P.O.PA Bm a - A1R�NOf 9aR'N ARE NOf mMRAMIRD. JmeePml.NW York 118Q JmMquL Nee Yak 11947 SURVEY OF P/0 LOT 24 & LOTS 25 & 26 BLOCK D MAP OF REYDON SHORES FILE No. 631 FILED JULY 1, 1931 hJ� SUFFOLIC Co uliTY DEPARTMENT OF HEALTH SERVICES SITUATE P�I��a►�s �a �,PPR01rAL 01=1y0r1�Tizt�ev�� BAYVIEW F SINGLF- FAI LY RESIDENCE ON lY TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK `O APR 0 3 2019 4�o� e S.C. TAX No. 1000-80-02-11 ®ATS . RE-F.. No. - SCALE 1"=30' OCTOBER 16, 2018 APPROVED 0 3� ?u FORK MAXIM (�F BEDROOMS AREA = 12,398 sq. ft. o�vaoJ �? P[ S i#€it��YEARSl�fi3€�l �F, F� ®� A�P1�� 0.285 ac. oy o00 ATO TES: 3 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM o EXISTING ELEVATIONS ARE SHOWN THUS: AKX roj4 F.FL. — FIRST FLOOR " 4 S o USF Ok'FC G.FL. — GARAGE FLOOR B S C/ 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 3 BEDROOM HOUSE IS 1,000 GALLONS. (� 03�Ct; `� 48' PUBC/C(' _ tea+ - O 4Q'' c `4URN�O/1y, wA R A�$i sl�� vTa��i 1v%187° 1g Sanitary S�j'S$0 'anust b--iP 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP ��N 8 F f s� , tmmulmarmi SS_• 4. MINIMUM LEACHING SYSTEM FOR A 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. FFN T-rh e;W 1 POOL; 12' DEEP, 8' dia. 1.4r S y � � �� , ��'- _•,��;d PROPOSED 50% FUTURE EXPANSION POOL fV o <c/ 2S ¢�y PROPOSED 8' DIA. X 12' DEEP LEACHING POOL 40 cala, IV a °pDp°oo°� q>2 Cy/VN �l r Sp c ® PROPOSED 1,000 GALLON SEPTIC TANK 3 V r \cJ/ vGF wgCK / qSP �( &wIRF G.4'tq ' F 1 V`S.3Q, 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ?4, y9C� 26.4 ice f ='; �, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. \q2 R 41 6.[cr 4' OU OR/�E}yq\ u� ;ORpygCT =¢ 6. THE EXSITING CESSPOOL IS TO BE PUMPED CLEAN AN 2 Syow' qy o, FILLED WITH CLEAN SAND AS PER S.C.D.H.S. STANDAR �V;= C\,( 8N 2s .29.8° g4 m^ y o a 0 F� TEST HOLE DATA i� �� ^�1��Q A F ••wy� \ 3SS 3gNCF4 (TEST HOLE DUG BY NATHAN CORWIN L.S. ON OCTOBER 16, 2018) (� y pyo my 40� / `X20• ��(�� "'�� /37. K,�ONC, \ \ F X EL 23.5 0� ��b� (a �w��g Y 2 29.5 p�R \� QALY ROS 25.7 ir)F HE,go WIR �\ �4� � 'c0 DARK BROWN SANDY LOAM OL est N p A 24.8 0� ^h ' SUFF. `�� t F 29.0 0 ?4 3 �4�'py 0 R� ? �`� BROWN LOAMY SAND SM Q r V �+�o R€PARED IN ACCORDANCE WITH THE MINIMUM C7 3 V .T.�,.'�F. _ \ �3 o/y�. STANDARas fiEOR- E SURVEYS AS ESTABLISHED 2 U , ^/ AP 9 9Y E'L1. ',' FANO APPROVED AND ADOPTED 4 RON 4 �F9R�SDCH THE,cuEW'YORK STATE LAND iv a 4Q>> N ¢3 Q'p18 6 24.4 \ C9 3� `�� ASS G TIO �!", 1.7� IYI c� M 42a- �, 2 BROWN FINE TO COARSE SAND SW � tJ- o¢ �V Q cONc. w FRgS s?�• �V �u 0q c� R0w OF �Nc o 2GARgMf 04. Jo' O Ffs C' iH S 0`N• 4,j o ^� n, . J� EL 6.5 17• • „a $b `�'+i U)O�l�/s QOM _ &�k�3�S' ^� °O ~ EL 4.0 I I 19.5' - f ry y 0 9� rq�G h N \ 0 TEST WELL No. USGSR41)02 WATER223601 S 53328.1 (/SFS WC44 04,0 F N.Y.S. Lic. No. 50467 UeC/C6v. 304 wq�FR d Q' 1z \ UNAUTHORIZED ALTERATION OR ADDITION NathOLAON OF an ri Taft Corwin III TO THIS SURVEYU SECTION 7209 OFISTHE N EWnYORK STATE Aa EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BING S ¢ $� EAREMBOSSED SFATHE LAND LSOHALL INOT BE CONSIDERED SEAL OR p �, TO BE A VAUD TRUE COPY. TCERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ¢J ISLY TO THE PERSON PREPARED,AND ON MS BEHALF WHOM THE SURVEY Joseph A. Ingegno L.S. / TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING LISTED HERON y TO THE ASST NG EESO D OF THE LE ENG'INS00- J TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF P/0 LOT 24 & LOTS 25 & 26 BLOCK D MAP OF (� REYDON SHORES FILE No. 631 FILED JULY 1, 1931 SITUATE BAYVIEW TOWN OF SOUTHOLD o� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-80-02-11 Q SCALE 1"=30' 3 OCTOBER 16, 2018 AUGUST 20, 2019 FOUNDATION LOCATION a y AREA = 12,398 sq. ft. 0 0.285 ac. J O ZZ7 3 2 69o Uses pwFCCIlV m O Ocf 48 40" tqU� WATER C� 4iY`'F }� i , Q,+ 4 44j io � L?J QJm g/� wO °p°O o°°pOpOQO 01AUG 2 2 2019 - \ \ Spm 9 _ S w , � '� \f \ C WiRf GARq aPya'F 6 .30, O ^ \ WAR UHe\�� Tq O N`VSO �p�C R/V�yA� �NCf OF GO' pR�H9CT =¢ <1_"' »i..s G,°•5't =i' �vO 0=2 �6 CONC. eWgy =pQ /��, \��\s's. �9 ee `• ORHCeL�HFNTON ^� VVWrr ?4 0• RAiyOF PREPARED I CDR E M UM Q a U - 69. 4 '' le off \\ S C7 3� ORTHC DIasL' 'N,DW a'oRtCST L1 D1 z % ROW OF �Hc f COVIC cq�gM f \\312". �c� 3�' �� ' y o.t 2. %v 4GC- \ Q o a ZT 4 ce- 1� l� GN in \ p�N PA f h•S ry d USFS Ue<<lD oho Hep 22� n s c% S. Lic. No. 50467 P tat/�O 6S J o i wATeR = •30' _� \ TO THIS SURVEY ALTERATION OR ADDRION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF U SECTION 7209 OF THE NEW YORK STATE Q CPIESEDUCATION LAW. Land Surveyor � bra Q COPIES OF THIS SURVEY MAP NOT BEARING SEAL OR C 3� EMBOSSED SEAL SURVEYSHALL THE LAND 'SINOT BE CONSIDERED p v V TO BE A VALID TRUE COPY. Q)� CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. Q QJ ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE ru LTITLE ENDING COMPANY, TIOOVERN ED HEREON,AND AGENCY Title Surveys — Subdivisions — Site Plans — Construction Layout Jy TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MA41NG ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I ® O "V I1 -` �' SURVEY OF P/0 LOT 24 & LOTS 25 & 26 ^' 0 BLOCK D ray ® m �� MAP OF rr c 0 d REYDON SHORES � � ! FILE No. 631 FILED JULY 1, 1931 SITUATE BAYVIEW TOWN OF SOUTHOLD w SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-80-02-11 , 173I?\Uf —" I i OCTOBER 16, 2018 AUGUST 20, 2019 FOUNDATION LOCATION APRIL 2, 2020 FINAL SURVEY pp JUN 2 8 2021 AREA = 12,398 sq. ft. 3 0.285 ac. O U.31 4g tieUc 40, c *'4UR�0 WATER SEPTIC SYSTEM TIE MEASUREMENTS 0A. _ p�0 B ey CORNER HOUSE HOUSE Q CORNER© SEPTIC TANK 35' 20.5 {+SCAMP �� COVER o�amm QmJ g� \\os\ S.8. \l` COVERING POOL 43.5' 31.5' O sa c, Jy ,N ti��u� w Cy1MN �c `' y 6S 3�ari \fklSTilyG w OOQoi ASP\ wiRf F fNC f GgRgG �j OR�"A�� oa C 4N�CT �2Q CV2 2s J`' i >•4d gTORY A> 4pi SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � p CV A�2 CO 7k fR as.s. APPROVAL OFi3CTEID WORKS FOR �g arc u� p a NQ % �R fN7>? O A S-I NG€E R' , ":y RE-S:OE(NCE 4� / R F\\ cry Date MAY 2 7 2021 p.:'. Pini. . ®- 2�- Lb- A' z4 OU ODD P y\\ The sewage '{i ORC \ �5 1, P+ A. a' a.,Ur, F^^t14'n 4 a�{� g C!0l, 'cId 6§..tE? _ ,.Ply a,•.M1 S at Ns EO^w rd"`a �pn "PREPARED ACCORD CAN E WffH THE MINIMUM i 3`" 69- 3pp� �°R O \\ '� �� Ens�tecx8rs an:!or cLrditL; ±.-?11s bapa,'tc?letlt or other igencie3 and �THf es 'Y ofisA V Errs9qf BED 0 48 0. PR �N Opy ON \ Q be satisf8ctpry FOR IF�lUA9 B€DROOMS, FOR SU s$y$1'7)jE=HExFro�LAND 34i Jm:, 40 N 3 ®� �8 6 s� p 3 111LE �, n > Qad � IAi ^ o a YV a..r- FRq s��' 611;1 Jr' ROW Op off PfNCf 0•C zGNRACF^ \3 nr S s ce- �' F �3�a GA�1Gf h " Office Of Wasterwater Ali nagement N�Ij�41V' m ( � � t�N Lic. No. 50467 USES pwECCliyG �l"41> o�O 6.SHfC) J202') S77 ELIC WATER .30, .9 TO ^\ UNAUTHORIZED ALTERATION OR ADDITION 2 ION ti TO THIS SURVEY IS A VIOLATION OF Nathan Taft-- Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ti� ^ COPIES OF THIS SURVEY MAP NOT BEARINGTHE D Land Surveyor 4 =3� EMBOSSED SEAL SOHALL INKED BE CONSIDERED TO BE A VALID TRUE COPY y m^ CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. IO I F QJ ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND Jy TO THE ASSIGNEES OF THE LENDING INSD— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS P 0. Bax 16 AND/OR EASEMENTS OF RECORD, IF 1586 Main Raad ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 r ' REScheck Software Version 4.6.5 Compliance Certificate Project Sciscente Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,817 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 700 Oak Drive Laurie Sciscente Robert Higgins Southold, NY Compliance: Passes using UA trade-off Compliance: 6.9%Better Than Code Maximum UA: 277 Your UA: 258 Maximum SHGC: 0.40 Your SHGC: 0.30 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 Cant. Perimeter Ceiling 1: Cathedral Ceiling 969 28.2 0.0 0.036 35 Wall 1:Wood Frame, 16"o.c. 1,950 21.0 0.0 0.057 94 Window 1:Wood Frame:Double Pane with Low-E 289 0.300 87 SHGC: 0.30 Door 1: Solid 20 0.390 8 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 912 26.6 0.0 0.036 33 Floor 2:All-Wood Joist/Truss:Over Outside Air 57 38.0 0.0 0.026 1 Compliance Statement. The proposed building design described here is consistent with the buildin s,specifications,and other calculations submitted with the permit application.The proposed building has been designed eet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirementrF sted in the Reck Inspection Checklist. Name-Title Signature Date Ll Project Title: Sciscente Residence Report date: 10/29/18 Data filename: C:\Users\Desktop\Documents\REScheck\700 Oak Drive.rck Pagel of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% 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. _ _ „�;.Plaris Ver'fieil+,�' ,•Field'Verified.• �-�� :�--� w��..:.�1z�.-fi,.;--�'��, N #: `Pre=lnsAectibn/Plan:Review,:,_ .ur .. ;,,.1<!,{, ��,, _ten„..G,;rT, "•Com lies? _'; p ;Comments/Assum`tions :Value. _ ;J'��.Valu_e:�.^�,`:4pm-;.s�•,�:��:ll;�, .,:,,�•_ :p;•-;. t�11 ��`,�i'?`r 1�iY�,r"y'• �a'�v��'_`_�'P•-,s�,��W. 103.1, ,Construction drawings and ❑Complies ;Requirement will be met. 103.2 Edocumentation demonstrate <fi ',: ; ,s _” ;5 "-` 1" .` � .,. �:�r�,:�= -'p;:�-per` ❑Does Not ; [PRI] energy code compliance for the `, .•f,==' �. r;_ °�� ' able ❑Not Observable 4 Ebuilding envelope.Thermal nlr H s__ ,. - - i ; Eenvelope represented on ; 1;< ,., , . r., ,,`a „ ❑Not Applicable ; construction documents. ' •<nsx � .' "'a.,`r�' ; 1 usr#;i ��7,r:"1"'? �`=;'r„e.'�-„�v..p. -r-*„rte- 103.1, ,Construction drawings and ; ,_- _r„��. ,a'-,;, ,,4._ • , "'tJ❑Complies ;Requirement will be met. 103.2, ;documentation demonstrate ❑Does Not 403.7 E energy code compliance for .��: ,=,. - -,' '` •- [PR3]1 lighting and mechanical systems. ,4t,`= []Not Observable ; r ❑Not Applicable Systems serving multiple F" � ��° `"° PP dwelling units must demonstrate =` ._. fro,°.,z=1� 1 compliance with the IECC FF - k ::-r „,r,=:�„- 'ri^,a -;; •',_ ; Commercial Provisions. =3021;it ;Heating and cooling equipment is; Heating: 1t ,QHeating:~� ;❑Complies :Requirement will be met. . xw_ 403:7 ,;{sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not on loads calculated per ACCA ? r-,Manual J or other methods Cooling: Cooling: ❑Not Observable ; Btu/hr ; Btu/hr :❑Not Applicable ,•,t,_ ,I,.,l approved by the code official. PP Additional Comments/Assumptions: 11 High Impact(Tier 1) 2� Medium Impact(Tier 2) 3„ Low Impact(Tier 3) Project Title: Sciscente Residence Report date: 10/29/18 Data filename: C:\Users\Desktop\Documents\REScheck\730 Oak Drive.rck Page 2 of 9 F, _7T2 ;'2 F -clon, N, MA 00i A protective covering is installed to !LJComplies :Exception: Requirement is not applicable. protect exposed exterior insulation :[]Does Not and extends a minimum of 6 in. below 1 UNot Observable: ,xr9 ;1111\lot Applicable 4019W .,-";-'Snow-and ice-melting system controls;ElCorn plies ;Exception: Requirement is not applicable. ,[FO,1,2]?Ji ,`' installed. UDoes Not bNot Observable :,[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 42 Medium Medium Impact(Tier 2) �',3 Low Impact(Tier 3) Project Title: Sciscente Residence Report date: 10/29/18 Data filename: C:\Users\Desktop\Documents\REScheck\730 Oak Drive.rck Page 3 of 9 �Section� - }�.; --atm �Y r'•-f- - `s%4-,n i-YA2 �T�'`-` _ 'S^'C"_»= Zi ;•1• }��. #:" w" Framin t>%Rou h-1n Itisr ectiorn- ri <. vis=_ Comrv'Ies2j^ '` s`Comment p � r��;,: s7Assumptioris=� �:�:v - _ ,;t. �, <<,;_r�. _- - --ValueM= :t,-�e;1%alue•a,.�=��'r,�>>.�,_ -_� - -- 402.1.1, ;Door-U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4CDoes Not ;table for values. FRl] [ 1 I I -� UNot Observable ; ❑Not Applicable ; 402.1.1, ;Glazing LI-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). 1❑Does Not ;table for values. 402.3.3, 402.5 :[]Not Observable [FR2]1 I ;❑Not Applicable 1 1 1 1 1 1 303.1.3 U-factors of fenestration i ❑Complies ;Requirement will be met. [FR4] E are determined in accordance '¢.v R'-rrY -ti ' + F t'4 `` ❑ 1 `� � '��„k”' '� �;.;y��rs, r�•�, Does Not with the NFRC test procedure or (taken from the default table.Ez, ❑Not Observable ,ni❑Not Applicable 402.4.1.1 EAir barrier and thermal barrier " ' .x„ s, ,i-z °wl.:, ;?,fit,',: _yg r; M.E]Complies ,Requirement will be met. [FR23]1 installed per manufacturer's �` , f` _ ". � ""Y` :�" ❑ P :`" � Wit.: ;: Does Not instructions. ;' ;a;t .` J f. -s <.., : 7 .❑Not Observable ' t ._ '',-a-,.• s�21 ❑Not Applicable 402.4.3 E Fenestration that is not site built .r� :❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting -, 1'''^t= ` ;; 3Y'- #' = .i❑ Does Not AAMA/WDMA/CSA 101/I.S•2/A440 _' l E �., = . ` „sxAP, �,- ,x>. .- ❑Not Observable ' ,or has infiltration rates per NFRC r ;, ,, #> 0400 that do not exceed code ,,` `,s,;: ','§ ` ,, §.' % ;,' -,•❑Not Applicable (limits. 462`4 5��'J IC-rated recessed lighting fixtures, { . ❑Complies ;Requirement will be met. [ER16j?'. sealed at housing/interior finish ; Sz=`''- `a-:;=ry - 'rta >I❑Does Not 'i.,and labeled to indicate:52.0 cfm `', , ;° " ' ; ;, `4 ; �r a' leakage at 75'Pa. I � �� ' 'a�" '' ''� '❑Not Observable ; ❑ ' Not Applicable -- I be met. 403.3.1 ,Supply and return ducts in attics ,' 7r"x ❑Complies ;Requirement will [FR12]1insulated >= R-8 where duct is 1 ❑Does Not >= 3 inches in diameter and >_ 7 ❑Not Observable ' R-6 where<3 inches.Supply and r. .; ��.. return ducts in other portions of v_pw„�; ';'� , Wh �•3�'', t�:'f;., ❑Not Applicable w. w ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 °'W's '- a:�°. ,.' `'_.,'a. (for<3 inches in diameter. ___�,;�•� :,rte• _ � �.-_.��_-.-e,.��p'� q�, , g r-e��” ❑Complies :Requirement will be met. 403.3.5 'Buildin cavities are not used as �``��:�:k;N�v„,•� =_• ��a��,�;x�`�t=„��-�"'':.�x�- [FR15]3- :ducts or plenums. } n, > y' , '` ,,a_;, v iy. r❑Does Not .,r_ ''L`,,'',' •'y i"r 7;.¥=s'x,;. xy:+.,.Fls;}❑Not Observable ❑Not Applicable 403:4:''^`;HVAC piping conveying fluids R- ; ~R- ;❑Complies ;Requirement will be met. [F 2* 105 9F or chilled fluids 1 1❑Does Not below 55°F are insulated to>_R- 1 w;3 ; ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC °�"='�'"` - ,= �ti, y;,, ` �"` � ❑Complies ;Requirement will be met. P+t [FR2411 1 piping• ❑Does Not ; Coll 1EINot Observable ' ❑Not Applicable 403;5':3,}-, Hot water pipes are insulated to ; R w R- ;❑Complies :Requirement will be met. [F.Rl"8j? >_R-3. ;❑Does Not ;❑Not Observable :❑Not Applicable ; Automatic or gravity dampers are ; plies ' 4,M r , ❑ComRequirement will be met. [FR19j?�_.,-1 installed on all outdoor air [.- - _" _,^•- -y by "- "= ❑Does Not •~ d-.oir�'�u,u, �-;T-1,5., ; intakes and exhausts. ''rv'x_,-" ";tia ; Vim,.;"sar ,,., Mr"> , 'T° ' ❑Not Observable y GST"f'•'• :..i,�F �."�c-_';�:' S`��f:5.;y`" 1 ❑Not Applicable , 1 High Impact(Tier 1) 2=`; Medium Impact(Tier 2) 3` Low impact(Tier 3) Project Title: Sciscente Residence Report date: 10/29/18 Data filename: C:\Users\Desktop\Documents\REScheck\730 Oak Drive.rck Page 4 of 9 P J Additional Comments/Assumptions: 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: Sciscente Residence Report date: 10/29/18 Data filename: C:\Users\Desktop\Documents\REScheck\730 Oak Drive.rck Page 5 of 9 � r .z ec ion , '`t): i.;. r xu ,r•Pz�- - ." � ."�,: z„y:-'#, as• G' a ' �-~{`;`r'_: PrlanVsa`Vleuerirf.i-ed>s ctCo..mp, - s n.oidl;:Insulatign,ln --c nm-en-ts_%Ie4rrssum_ p-:t �ito aA4";v; ;_ 303.1yr 1All installed insulation is labeled a , k #` ' �• Complies ,Requirement will be met.* orthe installed R-values ' ,� Y%'.,4=fF-, - u ❑Does Not provided. I,...nz� ;�, • :,. ,. ' ;.;; ❑Not Observable ' ❑Not Applicable ; 402.1.1, ,Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not Itable for values. [IN1]1 ❑ Steel ❑ Steel UNot Observable ❑Not Applicable 303.2, 'Floor insulation installed per fiN❑Complies Requi P rementwill be met. 402.2.7 manufacturer's instructions and Does Not [IN2]1 E in substantial contact with the . °❑ 1 underside of the subfloor, or floor i4 ; "'' ;��>,• `� '.b;2. ❑Not Observable ; t ;,: :. i r ; ;i- ❑Not Applicable ; framing cavity insulation is in " `,= ;;� ,`-•,t., contact with the top side of ;s • s e sheathing,or continuouskw ' � `t"=' {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, E Wall insulation R-value.If this is a: R- R-T �. ;❑Complies ;See the Envelope Assemblies 402.2.5, imass wall with at least 1/2 of the 1 E] Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ' [IN3]1 lexterior,the exterior insulation Mass ❑ mass ❑Not Observable `requirement applies(FR10). ;F1 Steel Steel ❑Not Applicable ; ' `}' II a met. 303.2 ;Wall insulation is installed er `' '.l ' »,s=� +r ,_'''- '❑Com lies P ; m cp IRequirementwi b [IN4] manufacturer's instructions. ; ��, �. • ,fi,z �a."�, �; �P''�..:� ,. ,E;'<„ -m� .z-= Does Not ' g t .G• r ,°,, 4 :..: ❑Not Observable ' ❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) -2'' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sciscente Residence Report date: 10/29/18 Data filename: C:\Users\Desktop\Documents\REScheck\730 Oak Drive.rck Page 6 of 9 - 7su-:��at:,�-.a-a.:� <',: �i'�'^' = xe-az. ;�,c:,v.3•,;`_ ;Section. K", >=k y" Y.. M nz r a ,, 3' t.- RIM t =" ! k <: ryl?la s Ve"rifiei! `{Field Verified -_ ,_.. v- _ :.kF _ i aG`Ins''ection=Prov�s�oris .�:,=,«ry-uu fi a =°Com lies?%;" rComments/Assum Mons" ,Valiie ',t,, z _ _ ,°r. ,5,"= - _ -.ir_",s,.,.' ...< _x`�,' --•s>`,'sa::4*<,.°.,=e�,,_,�H.,,;s:" ;t�,�,c�s;:_. 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;see the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ;❑ Steel ❑ 402.2.6 ; Not Observable [Fill' ; ; ;❑Not Applicable 1 1 :� t *:sa �.�-Via=-"^ 303.1.1.1,;,Ceiling insulation installed per r-fi x �;; � �� - rz��";�.' ; ❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. ❑ [F12]1 ;Blown insulation marked every Does Not � , ;. ju=Xs ; 4° ❑Not Observable 300 ft2. ��.:� ,;��: ��-� =rr >,❑Not Applicable Vented attics with air permeable jxr umE*' ❑Com lies ;Except on: Re uirement is [FI221�' insulation include baffle adjacent _~ .a. ❑ 1 � '"'*�-:��= �� "�� =�� Does Not �not applicable. to soffit and eave vents that '� w 'n. « ..., ❑Not Observable ' ,extends over insulation. , ❑Not Applicable ' 402.2.4 Attic access hatch and door R- ; R- ;❑Complies ;,Requirement will be met. [Fl3]1 `insulation >_R-value of the E❑Does Not !adjacent assembly. f 1 1 ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. 1 if ;❑Not Observable ; ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 1EIDoes Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ONot 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 ;Requirement will be met. [F127]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 I I 1 ;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 �=tj. :, s>}_, ., . x ❑Complies ,Requirement will be met. (F124]1 ;by manufacturer at<=2%of s __. r s' -£ `'= ❑Does Not 1 ,. ; , *�- 1 Idesi n airflow. ❑Not Observable ; ❑Not Applicable ; ft 40'3�1;1 �#,;Programmable thermostats = rew - 'x}J❑Complies ;Requirement will be met. [Fl9]2,�f`�installed for control of primary ❑Does Not heating and cooling systems anda ,n „ "�''`i❑NOt Observable ; ,,initially set by manufacturer to codespecifications. � , ❑Not Applicable 1 �I - :a�,, ,;�-� ".,�°.,�,��£�v�r, �k�";�` �� ``: , PP 1 4 �'- �q---- y�`�� gam ` = �"� Complies 'Exception: Requirement isHeat pump thermostat installed s�� ,�-x9�� T-, , ❑Does Not !not aPPlicable.[FI10]z;2,,==ion heat pumps. ."EINot Observable ; I]NotApplicable n _ '`"' ''S❑Com lies Requirement will be met. Circulating service hot water � s'��;,�.ir=m.=�'�, ��*' '�� -��" 9 < t P q [Fill=]? systems have automatic or _ '$ 'F '=` Does Not <"+-S ''` `�,-,. 'y" r' i .,, accessible manual controls, wr;- Not Observablelk' ' fix.' a . r, C`'.y'e„g'`''"`<.`3 "-•• ' ,<t ,;`.y' �£v, ;{�:• :, ❑Not Applicable ; 1 I High Impact(Tier 1) -2 i Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sciscente Residence Report date: 10/29/18 Data filename: C:\Users\Desktop\Documents\REScheck\730 Oak Drive.rck Page 7 of 9 Project Title: SciscenteResidence Report date: 10/29/18 ,$�=' '�.'.:3:=:fit.-.�"z,:' :_. �,;,.-,ti.�r^n.�n .-;"Y, •`4 S`.w',9.'fi- ;.€.; `n 9�s-'gin_ =r;.A':.c; ^�;=.'[,.s'.:`•-` '«'.; ;a:a: .,- >.'� _ �`$,2Ct10Il=r ;<'x:�-z-� a�m�- -"=xt� �� raw. .� -. .;�� Asa. <�;:,,,�',� x _��,. •to."r- �-= �."�"`_, - '� .,r��'�...- ��-�,*. .�;t;* _sem,*:. ��t,; . ,. .�... `.s;��=,��F Firial;lns ec#i on;Provisions_,. sY ssump ions^�. p. ��:;�_�,=�.f,>>� u.:� i;`�3- �,,�.��`��_ "�-��;:��,Com lies... ,.*➢Goin ent`;Akp. �� _,..k. e" =1 w;ms,, - `' „=.a:y- .`�_°^; _,<• �-•�::`:{l°.;," �.1:<-;;;z�h- '� �- sem;. _ s ?;,�,. - �f•. .... .•a+�ia^..d,.-. - - - .'a".. -:.ycrw�%ktt x�_ rar -w:�R:rc�, ,sx.�,'. `,f'-4iwY xr�:r. _.a:.`.n_,•.-. `�R:.i liv��'.'.�'es.._ x*F'u.� '='`.'r�5 e>t.`-1,2�'..3:,-e,_-��«:;=A.�`,�e�.x`'k w�3 M;z';Sa�r�-s;=wr.... :401-i"T "' Compliance Com liance certificate posted. - ��,��'°v"_��'��'• �•'�� mp :Requirement will b a met.❑Colies ❑ oes Not < = [:]Not Observable -� = ',[]Not Applicable , 3033' 6, Manufacturer manuals for = ❑Cam lies = ,y;�l ^<� „ '� _� p ;Requirement will be met. mechanical and water heating =;-` .r =� 'a❑Does Not ` . .px.. �.� 2.�'� �,"°; _-_� systems have been provided. s. , Y p ❑Not Observable ea ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ;2 Medium Impact(Tier 2) `3'; Low Impact(Tier 3) Project Title: Sciscente Residence Report date: 10/29/18 Data filename: C:\Users\Desktop\Documents\REScheck\730 Oak Drive.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 26.60 Ceiling /Roof 28.20 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.39 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments ` 144 'i E N h r-G y Load Short Form Job: 700 Oak Drive DJ T 10 N S Date: 10/25/2018 Whole House By: Marvin Murillo Home Energy Solutions 187 East Main St,Huntington,NY 11743 Phone.631-673-0664 Email gdlamay3@gmail cam Web:home-energysolutions.com Project • • For: Sciscente Residence 700 Oak Drive,Southold, NY Design Information Htg Clg Infiltration Outside db(°F) 11 88 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 35 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZBR 16-3 Cond RA1330AJ1 NA AHRI ref 4444461 Coil RH1T3617STANJA AHRI ref 7508178 Efficiency 95 AFUE Efficiency 12.0 EER, 14.5 SEER Heating input 57000 Btuh Sensible cooling 20300 Btuh Heating output 52000 Btuh Latent cooling 8700 Btuh Temperature rise 49 °F Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Zone#1 912 16341 9254 517 514 Zone#2 905 14205 9224 450 512 Whole House 181.7 30546 17289 967 967 Other equip loads 5701 1244 Equip.@ 0.93 RSM 17310 Latent cooling 5169 TOTALS I 1817 I 36247 22478 I 967 I 967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. V/VI"ig t so fv 2018-Oct-31 1010 37 L .�,.,� Right-Suite®Universal 2018 18 0.31 RSU25299 Page 1 .Man-J-S-D_Oak Dnve_730_Sciscente Residence rup Calc=MJ8 Front Door faces W Zone#1 912 16341 9254 517 514 Other equip loads 0 0 Equip.@ 0.93 RSM 8643 Latent cooling 1482 TOTALS 1 912 1 16341 1 10125 1 517 1 514 Calculations approved by ACCA to meet all,requirements of Manual J 8th Ed. Wf�h 0 2018-Oct-31101037 q�, RightSude®Universal 2018 18 0 31 RSU25299 - Page A00, .Man-J-S-D_Oak Dnve_730_Sciscente Residence rup Calc=MJ8 Front Door faces W Zone#2 905 14205 9224 450 512 Other equip loads 0 0 Equip.@ 0.93 RSM 8615 Latent cooling 1657 TOTALS I 905 I 14205 I 10272 I 450 I 512 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fl rt L Pci-I I—V 2018-Oct-31 1010 37 Aj, --w.w —" Right-Suite@ Universal 2018 18 0.31 RSU25299 Page 5 AM+�,r. ..ManJ-S-D_Oak Dnve_730_Sciscente Residence rup Calc=MJ8 Front Door faces: W 1st Floor = Kitchen Sup Riser f 113 cfm O O 11 - Sup Riser O �1 71' cfm $ Sup Riser Living Room 811 Sup Riser, 6 „ Sup Riser 511 71' Sup Riser 6 " 611 Pantry 11 113 cRning Room 5 5 4 cfm Hall 1 PWDR Foyer 42 Gfm 47 cfm Job#: 700 Oak Drive Home Energy Solutions Scale: 1 :65 Performed by Marvin Murillo for: Page 2 Sascente Residence 187 East Main St RightSuite@Univermi 2018 700 Oak Dnve Huntington,NY 11743 18.0 31 RSU25299 Southold,NY Phone.631-673-0664 2018-Oct-31 10:10:55 home-energysolutions.com gdlamay3@gmail com nve_730_Sciscente Residence.rup 14*m E ENERGY Manual S Compliance Report Job: 700 Oak Drive 80 L U T ION 8 Date: 10/25/2018 Whole House By: Marvin Murillo Home Energy Solutions 187 East Main St,Huntington,NY 11743 Phone.631-673-0664 Email-gdlamay3@gmail.com Web home-energysolutions.com Project • • For: Sciscente Residence 700 Oak Drive, Southold, NY Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 18533 Btuh Entering coil DB: 76.3°F Outdoor design WB: 73.4°F Latent gain: 5169 Btuh Entering coil WB: 63XF Indoor design DB: 75.0°F Total gain: 23702 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer. Rheem Model: RAI 330AJ1NA+RH1T3617STANJA Actual airflow: 967 cfm Sensible capacity: 20300 Btuh 110%of load Latent capacity: 8700 Btuh 168%of load Total capacity: 29000 Btuh 122%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 36247 Btuh Entering coil DB: 66.0'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Bosch Thermotechnol Model: ZBR 16-3 Actual airflow: 967 cfm Output capacity: 52000 Btuh 143%of load Meets all requirements of ACCA Manual S. -Fid- Wi'iglit50ft° 2018-Oct-31101037 Right-Suite®Universal 2018 18 0 31 RSU25299 Page 1 Man-J-S-D_Oak Drive_730_Sciscente Residence rup Calc=MJ8 Front Door faces W Supply • H Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3A Peak AVF 92 101 0.091 515 6.0 0 x 0 ShtMetl st3 st10 Peak AVF 196 173 0.069 444 9.0 0 x 0 ShtMetl st5 st2 Peak AVF 272 300 0.076 551 10.0 0 x 0 ShtMetl st4 st3 Peak AVF 178 212 0.088 607 8.0 0 x 0 ShtMetl st4 st11 Peak AVF 244 227 0.067 552 9.0 0 x 0 ShtMetl s1:5 st10A Peak AVF 47 45 0.079 348 5.0 0 x 0 ShtMetl SO st11A Peak AVF 113 100 0.075 422 7.0 0 x 0 ShtMetl st11 s1:4 Peak AVF 450 512 0.076 652 12.0 0 x 0 ShtMetl St1 st5 Peak AVF 440 400 0.067 560 12.0 0 x 0 ShtMetl st1 st1 Peak AVF 890 912 0.067 653 16.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 967 1026 67.5 0.067 581 18.0 Ox 0 VIFx .. -FI-1-W rIf IIF 2018-Oct-3110:10 37 .—.Ae.' p- ' I RightSuiteOUniversal 201818.031 RSU25299 Page 2 Pf- +�M Man-i-S-D_Oak Dnve_730_Sciscente Residence rup Calc=MJ8 Front Door faces* W 5 14 ON N1 E E NF,RG Y Load Short Form Job: 700 Oak Drive M-1 L t T I C}h 5 Date: 10/2512018 Whole House By: Marvin Murillo Home Energy Solutions 187 East Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web home-energysolutions com Project • • For: Sciscente Residence 700 Oak Drive,Southold, NY Design Information Htg Clg Infiltration Outside db(°F) 11 88 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 35 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZBR 16-3 Cond RA1330AJ1NA AHRI ref 4444461 Coil RH1T3617STANJA AHRI ref 7508178 Efficiency 95 AFUE Efficiency 12.0 EER, 14.5 SEER Heating input 57000 Btuh Sensible cooling 20300 Btuh Heating output 52000 Btuh Latent cooling 8700 Btuh Temperature rise 49 °F Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) Zone#1 912 16341 9254 517 514 Zone#2 905 14205 9224 450 512 Whole House 1817 30546 17289 967 967 Other equip loads 5701 1244 Equip. @ 0.93 RSM 17310 Latent cooling 5169 TOTALS I 1817 I 36247 I 22478 I 967 I 967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrldtssio 2018-Oct-31 1010 37 Right Suite@ Universal 2018 18.0 31 RSU25299 page 1 Man-J-S-D_Oak Dnve_730_Sascente Residence.rup Calc=MJ8 Front Door faces. W Zone#1 912 16341 9254 517 514 Other equip loads 0 0 Equip. @ 0.93 RSM 8643 Latent cooling 1482 TOTALS I 912 i 16341 I 10125 I 517 I 514 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig2018-Oct-31 101037 w� ,w.., w .,�R Right-Suite®Universal 2018 18 0 31 RSU25299 Page 3 !T+vn Man-J-S-D_Oak Dnve_730_Sciscente Residence rup Calc=MJ8 Front Door faces. W Zone#2 905 14205 9224 450 512 Other equip loads 0 0 Equip.@ 0.93 RSM 8615 Latent cooling 1657 TOTALS I 905 I 14205 I 10272 I 450 I 512 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rightsoft" 2018-00-31 10.1087 Right-Suite(S)Universal 2018 18 0.31 RSU25299 Page 5 ManJ-S-D_Oak Dnve_730_Sciscente Residence rup Calc=MJ8 Front Door faces W e e 1st Floor - _ . . ,_ Kitchen`., Sup Riser -913`cfri�i�` 811 Sup Riser 71cfm g Sup Riser -Living`Room 811 Sup Riser: , 6 •� Sup Riser 7 Sup Riser _ 611 _ 6 If 511 113 cRning Room " 54 cfm Hall 1 PWDR Foyer 42 fm 47 cfm Job#: 700 Oak Drive Home Energy Solutions Scale: 1 :65 Performed by Marvin Murillo for: Page 2 Sciscente Residence 187 East Main St RightSuite®Universal 2018 700 Oak Drive Huntington,NY 11743 18 0.31 RSU25299 Southold,NY Phone 631-673-0664 2018-Oct-31 10:10.55 home-energysolutions.com gdlamay3@gmail.com rive_730_Sciscente Residence rup 11*14 E E N E RG Y Manual S Compliance Report Job: 700 Oak Drive S O L 11 T I' N S Date: 10/2512018 °° Whole House By: Marvin Murillo Home Energy Solutions 187 East Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web,home-energysolutions.com Project • • For: Sciscente Residence 700 Oak Drive,Southold, NY Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 18533 Btuh Entering coil DB: 76.3°F Outdoor design WB: 73.4°F Latent gain: 5169 Btuh Entering coil WB: 63.rF Indoor design DB: 75.0°F Total gain: 23702 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1330AJ1NA+RH1T3617STANJA Actual airflow: 967 cfm Sensible capacity: 20300 Btuh 110%of load Latent capacity: 8700 Btuh 168%of load Total capacity: 29000 Btuh 122%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 36247 Btuh Entering coil DB: 66.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Bosch Thermotechnol Model: ZBR 16-3 Actual airflow: 967 cfm Output capacity: 52000 Btuh 143%of load Meets all requirements of ACCA Manual S. wr1g2018-Oct-31 10 10 37 w:. f Right-Suite®Universal 2018 18 0 31 RSU25299 Page 1 Man-J-S-D_Oak Dnve_730_Sciscente Residence rup Calc=MJ8 Front Door faces W �Supply Trunk Detail Table—, Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3A Peak AVF 92 101 0.091 515 6.0 0 x 0 ShtMetl st3 st10 Peak AVF 196 173 0.069 444 9.0 0 x 0 ShtMetl st5 st2 Peak AVF 272 300 0.076 551 10.0 0 x 0 ShtMetl st4 st3 Peak AVF 178 212 0.088 607 8.0 0 x 0 ShtMetl st4 st11 Peak AVF 244 227 0.067 552 9.0 0 x 0 ShtMetl st5 st10A Peak AVF 47 45 0.079 348 5.0 0 x 0 ShtMetl st10 st11A Peak AVF 113 100 0.075 422 7.0 0 x 0 ShtMetl st11 st4 Peak AVF 450 512 0.076, 652 12.0 0 x 0 ShtMetl st1 st5 Peak AVF 440 400 0.067 560 12.0 0 x 0 ShtMetl st1 st1 Peak AVF 890 912 0.067 653 16.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb3 Ox 0 967 1026 67.5 0.067 581 18.0 Ox 0 V[Fx -} -wt'ig 1150ft' 2018-Oct-31 10.10 37 i.axwv *•wa—n^ r Right-Suite®Universal 2018 18 0 31 RSU25299 Page 2 +' + .Man-J-S-D_Oak Drrve_730_Sascente Residence.rup Calc=MJ8 Front Door faces W *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating& cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, & air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 v -66s Service Line f nationalgrid and a e Aw FOR For questions,please call:631-348-6150 or,email:ngridlirudprocessing@nationalgrid.com Purpose(check the box): tr - le_ t"1 P f g F]Request that an active gas service line be altered by disconnecting the gas pipe at the property line. Request that National Grid verify that an active gas service line does not exist at the location. Instructions: 1.A separate application must be submitted for each building structure being altered,renovated or elevated. 2.Application must be made by the owner or lessee,or agent of either,or by the architect,engineer,builder,excavation or Demolition Company employed in connection with the proposed work.Where such application is made by a person other than the owner,it must be accompanied by an affidavit of the owner or applicant that the proposed work is authorized by the owner and that the applicant is authorized to make such application; 3.Requests must be received 15 to 3Q business days prior to the scheduled demolition date. 4.There is a$700.00 charge to alter an active gas service line and to obtain the National Grid Service Line Disconnect Letter.A separate invoice will be mailed ti1,the contact person for the disconnect fee.Payment must be made in advance prior to work being performed. 5.There will be a charge of$57.28 per foot'if the applicant requests National Grid to reactivate the,gas service line in the future. A.Owner Information(prinfj< Are you the owner of the property?-1,ZYes f No Name Zr C\S Ce,YI��. Phone`5 f 041 --1-1 U U1 Mailing Addresses 1 sS► 1 ver b mt_-)L R• City r,r�SUS b U t� State Ai:T Zip Email Address LA U A-i e S 1Ao$g, t4i C�yna:,I ,co P� p 1 L) Ce!!Phone_ _� B.Address Of Structure To Be Demolished/Elevated/Renovated/Confirmed No Gas(print): Address -730 DA k— 1)V-I ve— I_ city130�hU Ir State /Q�Zip 119-11 Genera!Contractor Name W A e� �r'2 S � Office phone 0 3 01�l— &q y gi General Contractor Email C)t( n �' 1'` �1 l i a - Celt Phone C.Job Site Information: ❑Commercial 'Residential 1.Is this a Tax Exempt site?,If yes,provide Tax ID certificate. ❑Yes NLNo 2.Does an active gas service line exist at this location? Yes n-ZUnknown 3.Are there plans in the future that natural gas will be used at this location? F]Yes �&No F]Unknown 4.Are the gas meters located inside the building or not readily accessible? ❑Yes kNo ❑Unknown 5, How many gas nme�ters exist at the location? Meters) Account No: fy b A— Gas Meter No: .ustomer's Name 'f_(Au y-I CI S(' -e/14f •__ Sign ure Date ,; Iq \Ilcants may either mail or email the complete plated application.Please sign and mail form to:National Grid;Customer Fulfillment \rtment,1650 Islip Ave,Brentwood,NY 11717 or email:ngriditrudprocessing®nationalgrid.com 05/02/2019 ROSE ANN SCISCENTE Service To: 850 BUDDS POND RD 730 OAK DR SOUTHOLD,NY 11971 SOUTHOLD,NY 11971 Customer Project#:900000091516 Dear ROSE ANN SCISCENTE: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin —Manager Building&Renovation Services PSEG-LI 4 "a TRUSS P"ARDING REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, A 9z ROVED AS NOTED COMPLY WITH ALL CODES OF DATE•l NEW YORK STATE & TOWN CODES FE �� BY:_ AS REQUIRE NO IFY BUILDING DEPARTMENT AT h tn�uu�e 765-1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE Sa TEES 2. ROUGH - FRAMING & PLUMBING y 3. INSULATION , - 4. FINAL - CONwTRUCTION FAUST BE COMPLEI E FOR C 0. ALL CONSTRUCTION SHALL MEET THE Blower door REQUIREMENTS OF THE CODES OF NEW and ductwork YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. testing required. All exterior lighting `�---- installed,replaced or Must provide Manuals repaired shall conform D, J and S as per to Chapter 172 NYS Energy Code of the Town Code PLUMBING, ALL PLUMBING WASTE &WATERLINES NEED TESTING-BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE OCCUPANCY OR CERTIFICATE'OFOCC UPANCY UNLAWFUL ' SOLDER USED 1N WATER USE I S SUPPLYSYSTEMCANNOT WITHOUT CERTIFICATE EXCEED 2/10 OF 1%LEAD• OF OCCUPANCY ,44 PRIVATE ROAD TEST HOLE DATA 8"THICK REINFORCED CONCRETE TRAFFIC BEARING SLAB (TEST HOLE DUCE eY NATHAN CORWIN L.S. ON OCTOBER 16, 2018) 24"DIAMETER GRATE&FRAME EL. 23.5 O' Q O I �, DARK BROWN SANDY LOAM OL E E S 20 1120 W a • 's 1 __j g d' '° ° O NI ' 4• '•a Q•'• 1 ° • BROWN LOAMY SAND SM TEST HOLE I • " ' ? °PRECAST CONCRETE 1 X FENCE '• •• :r` 3' Z 0I ; CHIMNEY 0 el rsr:^' :.j:,�. ?�! �":�1.'. 's.i;."�•. :t;-' l��i.'.••,+�:•�';. 'fit'• i ; }, 31' II=1111 ® ® ® ® ® ® � � � : • ''_:• Z z � BROWN FINE TO COARSE SAND SW W 11= 6'DIA.X4'DEEP 1_J � r-1 IRYWELL o i W O W 'v �:°°°o •• ® ® ® ® 4"PVC DRAINAGE PIPE.TYPICAL O ° � �' 4'DIAMETER Z J '•°O j• i Z PCV SDR 35 i E Z W ' o •° 10'DIAMETER x 4'DEEP I EL. 6.5 i I ® ® ® ® PIPE Q o� N ® ® PRECAST CONCRETE I ; • 18.3 '. ! M v, '^ p LEACHING RING. ROOFv ° 11111= 4 =1111 zb - 19.5' - ® ® g'°°�• _ � aooEs n HIGHEST EXPECTED CxROUND >WATER � °�° FM- ;0 TEST WELL No. USGS 4102340'12243601 S 53328.1 of W o " - � 1111)= 1 1 1 1 1 I 0 Z ••° FRAME s o t-- � CLEAN SAND& ° ° _° ITT GARAGE - GRAVEL FILL. ° °, '; v.�d.?I I I I I a I G,FL.25.2r✓' c Z G ' iv GROUND �ieatsy,°�. °° S 18.6' W O Cl_ U U WATER CLEAN SAND& 18.3' O O 2'-0"Min. 6'-0"Diameter 2'-0`Min. 4- MO GRAVEL FILL. -1 I S n Q r •� ON. RATE " u$ a E �C C.2 C/C L j 1111 1 6'DdRYWELDE\BPL 6'DCSRYWELIA. DL EP 111 w rn o -c w c °o ` ,� N/O/ , U EXISTING CESSPOOL = _ g ° -y "O U p._ O O U C H p C (1 1_ _ •A- L N U N Of O•C Q-.-O,.00 O Typical Section @ Leaching Pool z }1• 4"DIAMETER _ ID !4 CV SDR 35 LU TO BE ABANDONED o= _ N = o 24 PIPE TO DRYWELL 1 9'o o �� v� y v � 2 Scale: NTS -n - °y2 _�� aao ° _ , , y Y a ° �1. �� c o ao au �o m rn I T F ;�. 11.5 ROOF EREA F �1.2 L L N m °3 ;5'E PRECAST DRYWELL SPECIFICATIONS I AREA: : I _ °O78 SF F I DECK � � 2 V c ,-=E 8 c OUTG 009 BILCO WOOD � 111 w� �.E� $ c 1{11 SHOWER DOOF2S-� I W I � � m c n E•m m� � o $ - 1 TILE 1ITEfILVOLUME-" 'EfE ' EIHT SITE NOTES: 24.2� D � I I I X2.1 12.1 u O 1. ENTIRE STE IS TO REMAIN AS EXISTING. EFS (QEF 'SEI TI AL. FT,� PER 'EF TI AL .FT - - - � --- - - - - - ------------------ L�I�,t�1 ET --- ---------'------- -----------1----'------ -'�-- -- -----0 2. SITE IS CLEARED , NO ADDITONAL CLEARING SHALL BE DONE. 38.E O _, . .-... _ U . FT F-GALLONS" .SOLID DRAIN 1 REAR ROOF AREA:535 SQ FT 4. 4 31 4 .91 73 385 325 _. _ _ . .-.._._ _•_ TWO STORY 41 8 .73_ 65 .30 7 0 .__ DWELLING w r _,.••. •_.._.._..�.�._�^_. , � __•_.__..- .� _ .__��__ �W_ -�- 1.90 . .-,-^^......_•""- ' ""' '""-'"°""'" "-"^••-w-•• '-+'""•- F'FJ3 FRONT ROOF AREA:535 SQ FT 1 22 .341 167 .00 750 1 �� I -------12.0---------- . _ }1 .0 0 1 0 0 .f1 - ------------- --24:4'---------- - ---------- 10' .68 .42 12 .00 ,1 0 1250 STEPS 1 100 .88 755 .001 b ', BRICK 1 Y , , 1 O I W (� , O (,.Y DRAINAGE INSPECTIONS ARE REQUIRED Z �E , INFORMATION TAKEN FROM: O .-'O�Pd 5� ° O ; � •�� P3 �O a { Contact TOS Engineering at 765-1560 before N � Harris Precast, PO Box 740 E Northport, NY 11731 DQE �,� �9 ; rn Backfill OR Provide Engineer's Certification o Q ,+r- N W 171 I that the drainage has been installed to Code. J 'f DIA.X 4'DEEP X '�, I 111 Q W U - I DRYWELL N 1> 1 -4 ti IZ O ROOF DRAINAGE CLACULATIONSE 1711 POST I> I - Z MAIN HOUSE BUILDING ROOF DRAINAGE LAMP t i SURVEY OF I ` EROSION &SEDIMENT CONTROLS rn Shall include but not be limited to: TH 1 � 1 i `, i P/O LOT 24 t LOTS 25 4 26 v � �- •,,; � A well maintained Construction Entrance, FRONT ROOF: BLOCK D 535 S.F. X 2'/12 = 89 CU FT. X 7.48 GAL/ CU. FT. = 667 GAL REQUIRED m Wire Backed Silt Fencing, stabilization & ?', MAP OF Seeding of exposed and/or inactive soils. MSI PROVIDE: 6 FT RING x 1 FT DEPTH = 167 GAL/FT x 4 FT DEPTH = 668 GAL PROVIDEDMIN V • REYDON SHORES xj 5' FILE No, 631 FILED JULY 1, 1931 REAR ROOF LEFT SITUATE i 535 SF/2 + 78 SF X 7/12 = 58 CU FT. X 7.48 GAL/ CU. FT = 431 GAL REQUIRED ' BAYVIEW 668 GAL PROVIDED Z W PROVIDE: 6 FT RING x 1 FT DEPTH = 167 GAL/FT x 4 FT DEPTH = WOOD FENCE I ` TOWN OF SOUTHOLD a Z SUFFOLK COUNTY, NEW YORK I.' w a �-+ 0 REAR ROOF RIGHT + = FT. X 7.48 GAL/ CU. FT. = 431 GAL REQUIRED -------------- ---------- ` ` CorrrRo PMN ov�W ode c Arte�23 ENT (..� " Z e 535 S.F/2. 78 SFX 2 /12 58 CU c PROVIDE: 6 FT RING x 1 FT DEPTH = 167 GAL/FT x 4 FT DEPTH = 668 GAL PROVIDED OCTOBER 16, 2018 Date: 7 / H N �" SANITARY SYSTEM Approved by: �j 0 M o AREA = 12,398 sq. Ft. W b oo REFER TO SCDH APPROVED 0.285 ac. 'a SURVEY FOR REFERENCE C) DETACHED GAARAGE ROOF DRAINAGE CALCULATIONS 5.00 N 20011'20" E " �, �, a/ o r 400 S.F. X 2'7112 = 67 CU FT. X 7.48 GAL/ CU. FT. = 499 GAL REQUIRED INFORMATION TAKEN FROM SURVEYED BY: PROVIDE: 6 FT RING x 4 FT DEPTH: 167 GAL x 4 FT = 668 GAL PROVIDED EDGE OF PAVEMENT NATHAN CORWIN III SURVEYING PHONE (631)121-2090 ? OFFICES LOCATED AT h 1586 Mafn Road DRIVE Jamesport, New York 11 94 �a�F��1•��,y�_ GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code15. No backfill shall be placed against the foundation walls MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted by NYS, The 2017 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD LOAD LOAD DESCRIPTION NUMBER AND the NYS 2017 supplement to the New York State Energy conservation MINIMUM SPACING AND construction code (revised August 2016 ); 16. Double joists under parallel partitions and under whirlpool tubs. inches Uninhabitable attics without storage 10 OF FASTENER LOCATION Additional Code Compliance: Double around openings in floor and roof framing. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 2015 International Building Code; Plumbing code; Fire code; Mechanical code; \ ITEM ROOF FRAMING Fuel gas code; Existing building code; Property maintenance code. 17. Metal flashingshall be installed were concrete abuts wood, and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR ALL CODES shall supercede the drawings and shall be incorporated into the and were decks abut house framing. Bidet 1-14 1 BLOCKING BETWEEN CEILING JDISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Balconies(exterior)and decks 40 10 drawings WHETHER they are indicated on the Plans or NOT. Clothes washer standpipe 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate trap) Fire escapes 40 20 2 EACH JOIST,TOE NAIL 3-8d COMMON Additions,Alterations & Renovations: shall conform with Appendix J of the IRC 3 CEILING JOISTS OVENOTR PARTITION O PARALLEL TABLE R802.5.1(9) EACH LAP as amended b the NYS Uniform Code Supplement. Floor drain Guards and Handrails 200 RAFTER LAPS OVER PARTITIOt\ Y PP 19. All habitable rooms shall be provided with aggregate glazing areaCEILING JOISTS ATTACHED TO FARALLEL of not less 8 percent of the floor area of that room, and the minimum � P Kitchen sink (one or two traps with or Guard In-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions o enable area to the outdoors shall be 4 percent of the floor area being without dishwasher and food waste disposer) 1-1/2 COLLAR TIES 4-10d Box (3") OR P P 9 passenger vehicle garages 50 5 OR 1-1/4"X 20 a RIDGE STRAo 3-10d COMMON 3" FACE NAIL TO EACH RAFTER ventilated.Refer to IRC Residential Code section R303 Laundry tub (one or more compartments) 3. The contractor prior to the start of construction shall verify all Lavatory Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. based On the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Shower t ( g OF EACH RAFTER OR TRUSS 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 21. Vent dryers to exterior as per IRC Section M1502 showerheads and bodysprays) Stairs 40 20 4-16d OR shall be installed in accordance under latest State approved Building Codes. Vent range hoods as per IRC Section M1503 Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechan'Iwal ventilation as per IRC Section M1507 5.7 m and less 1-1/2 Roof electrical or plumbing sub-contractors. �. P gpm 20 20 3-16d BOX OR More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL Electrical certificates are to be provided the electrical contractor. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 12.3 gpm up to 25.8 gpm 3 the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity outside of each separate sleeping area in the immediate vicinity of the bedroom More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION z P 9 tY 16d COMMON of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall and on each story of the dwelling, including basement and cellars and not less than Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C.FACE NAIL 0 be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom door containinga bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTfINV S' DS AT 16d BOX g 9 i6"O.C. FACE NAIL O O disturbed by construction. interconnected and hard-wired to a commercial source. INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-112"x 0.162" WHENEVER an alteration, addition, or conversion is made to an Existing Interior walls and partitions H1180 10 BUILT-UP HEADER s M 16"O.C. FACE NAIL ALONG EDGES �,,_ W Where the building official determines that in-place soils with an allowable bearing capacity Residence,the smoke detections stem of the ENTIRE residence must be TABLE R302.6 (3-1/2"x (2-1/) 500 psf are like) to be resent at the site, the allowable bearing capacity shall Y L/3so 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-112"X0.113") TOE NAIL of less than 1, y p 9 P Y brought"up to cede, hard-wired and interconnected. DWELLING-GARAGE SEPARATION OR 4-8d COMMON z �"- o be determined by a soils investigation. All other structural memebers L/240 Z -•� SEPARATION MATERIAL 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL O W 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls with stucco finish H/360 N 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content by volume and have of the 2015 IFC as amended by the NYS 2017 Uniform Code Supplement. NOT LESS THAN 1/2'-INCH GYPSUM OR DOUBLE TOP PLATE SPLICE SD's A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END �-- O Q an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, FROM THE RESIDENCE AND ATTICS Exterior walls-wind bads/brittle finishes SIESMIC BRACED WALL LINE SPACING<25 P 9 Y P P P Shall be Installed outside of each separate sleeping area in the immediate EQUIVALENT TO THE GARAGE SIDE L/240 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH} - (/� 13 0 garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 vicinity of the bedrooms. combination carbon monoxide and smoke alarms NOT LESS THAN 5/8'-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SD,s A-132 WITH FACE NAIL ON EACH SIDE OF END 0 " v, m International building code and NYS amendments. shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE BOARD SIESMIC BRACED WALL LINE SPACING>25' 12-16d(3-1/2"x 0.135") JOIST)MIN 24"LAP SPLICE LENGTH) 0W W All Concrete shall conform to the latest ACI standards. L=span length,H=span height \ n/ � STRUCTURES)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIIT,BAND JOIST 16d COMMON (3-1/2)" OR 16"O.C. FACE NAIL Q /> Ll. All CO alarms stall be connected to the lighting circuit with no intervening wall USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2'-INCH GYPSUM BOARD 14 OR BLOCKING(NOT AT BRACED V'ALL) 16 BOX(3-1/2" 12"O.C. FACE NAIL 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All switch with bu`.tcy hack-up. Battery-powered alarms are not allowed. IRC TABLE R802.5.1(9) 0 of W o Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 10 6 NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIIT,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL UJ 0 GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF OR BLOCKING AT BRAC tib VV'�.:.'PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL Min. Fb for dimensional lumber= 850 psi. 24. WALL BRACING. Buildings shall be braced in accordance with IRC DWELLING UNIT ON THE SAME LOT ( U) EXTERIOR WALLS THAT ARE WITHIN THIS AREA � Z Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. section R602.10.4.2 Continuous sheathingmethod. RAFTER RAFTER GROUND SNOW:20 PSF V Includingbut no tlimited to: Deck Framing, Posts, Headers, Girders & Ledgers. SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STLA 3-16d BOX END NAIL O W O 9 9 End conditions•br braced wall lines for the continuous sheathing shall conform OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 2-16d COMMON ! , o to Figure R602.10.7. Braced wall panel connections SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. O V O Ir- 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: shall comply wifi nailing schedule and Figures R602.10.8(1) &R603.10.8(2) 17 TOP PLATES,LAPS AT CORNcRS'NND INTERSECTIONS 3-10d BOX FACE NAIL O CIS a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-16d COMMON or Stainless Steel. SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 3 8d BOX LL O U 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PIATE FACE NAIL M b.) Use Copper flashing Only against ACO Lumber Sill Plates provided to transmit the applicable uplift forces in section R80211.1 from the 2-8d COMMON U p c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc roof assembly to the foundation. 3: 12 16"D.C. 5 8 10 13 shall be Hot-Dipped Galvanized or Stainless Steel. 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of TABLE R301.2.1.2 IRC Windborne Debris protection 4: 12 1s"O.C. 4 6 8 10 y 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastening Schedule for wood structural panels w _ E P 9 5:12 16"O.C. 3 5 6 8 installed in accordance with the manufacturers latest installation details, as per Table R9052.4.1 of the IRC Residential Code. m- ` o o 12 Framing connectors,Allowable Hole diagrams,specifications, etc. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastener Panel Span Panel Span Panel Span 7: 12 16"o.C. 3 4 5 s FLOOR FRAMING w 0, w E 2 o 212 L "Micro-Lam"Design Stress: E = 1.9, ° ` L V 0 0 g Fb= 2 600 psi, Fv= 285 psi copper roofing nails,minimum 12 gage shank with a minimum- Type Less than or less than or less than or o _ 0 5 a "Parallam PSL" Design Stress: E= 2.0, Fb=2,900 psi, Fv= 290 psi " equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"D.C. 3 4 4 5 0-5 w -� o C _ M g p 3/8 Inch diameter head. The fasteners shall penetrate through the roof sheathing q q q 4-8d BOX .0.5 _ a o _ _ `° "Anthony Power Beams Design Stress; E= 2.1, Fb= 3000 psi, Fv= 300 psi and com I with ASTM F 1667. Minimum number of fasteners as er manufacturer 21 JOIST To SILL, TOP PLATE OR GIIDER-PER JOIST PER JOIST-TOE NAIL 2 8 N ' . o comply P 12: 12 16"O.C. 3 3 4 4 3-8d COMMON V c c" 0 9" 4g arc o v o o w m Z5 R but not less than 4 per strip. No 8 Wood screw 2 o o.0 o Y 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, based anchor with 16 inches 10 inches $ inches RIM JOIST,BAND JOIST OR BLOCkNG TO SILL OR TOP 8d COMMON a 02 0 C Y q on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 22 PLATE(ROOF APPLICATIONS ALS)) 10d BOX 6"O.C.TOE NAIL m y 2 o '2 E a o 0 3 each sleeping rooms in basement habitable attics, and eve sleeping room 2 inch embedment w o 3 s = _ 3 o P 9 every P 9 27. Flame Spread Index: R302.9 BOTTOM of THE ATTIC SPACE. FOR CEILING JOISTS ••- o�c o o-Co m shall have at least ONE operable emergency escape opening as follows: wall and ceiling finishes shall have a flame spread index:5 200 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOIST 2-1Od BOX EACH END = m (? '' t y Sill height of not more than 44 inches above finished floor. CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON y c c `o z •- g Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies 2 - - _ �- - o E A. Minimum net clear opening of 5.7 square feet. &attics shall have aflame spread index:5 25 No 10 Wood screw L a.0 _ _ 2 o 0 o o ° 8 P 4-16d BOX u r o o "'s 0 �° Except grade floor openings shall have a minimum net clear based anchor with 16 inches 12 inches 9 inches H c/ H r HEEL JOINTAJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL ;? o'� _E c E 2;- am r � �,.. � t= E B o � a opening of 5 square feet. Smoke-develol,ed Index: R302.10 2 inch embedment on center on center on center .z D ¢y m o 9 g wall and ceilingfinishes hava a smoke-developed index 5 450 9 ( ) 3-16d COMMON AT EACH BEARING,FACE NAIL z E 6 a�a 1° o L B. Minimum net clear opening height shall be 24 inches. len ht 3 1.5 25 2" PLANKS PLANK&BEAM Ft.uc,'&ROOF t o =*G L M C o r-) to C. Minimum net clear opening width shall be 20". Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 1 /4 1.33 4-10d BOX U y W a- F- m E a S o D. emergency escape and rescue openings shall be operational &attics shall have asmoke-developed index:5 450 tested with ASTM E 84 or UL 723 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST from the inside of the room without use of keys or tools. 1 / 6 1.20 3-16d COMMON Z WHERE Basement contain more than one or more sleeping rooms, 28. SWIMMING POOLIF. Shall conform to IRC 2015 Section R326 and as amended a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. an emergency escape opening shall be provided for EACH sleeping room. b the NYS Building Standards and code 2017 UNIFORM CODE SUPPLEMENT 27 BUILT-UP GIRDERS AND BEAMS 10d Box 24"O.C.FACE NAIL TO TOP&BOTTOM O _ Y STAGGERED ON OPPOSITE SIDES Emergancy escape and rescue opening shall open directly to the outside dated March 2016. b. Fasteners shall be installed at opposing ends of the wood structural panel. W I- -0 e� EXCEPTION: Grade floor or BELOW grade floor openings shall have Fasteners shall be located a minimum of 1 inch from the edge of the panel. 28 LEDGER STRIP SUPPORTING JOIS'S OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL ~ 0 C G a net clear opening of not less than 5 square feet. 29. SOLAR READY DV'JELLINGS: Shall conform to IRC 2015 R324,Appendix U, IRC TABLE 802.11IFT CONNECTION FROM WIND _I 3-16d COMMON W 0 W U)RAFTER UPL � O International Fire Code, 2015 IECC appendix RB and as amended by the c.Anchors shall penetrate through the exterior wall covering with an embedment length of -1 Z Z J 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each NYS 2016 uniform(ode supplement. Provide, but not limited to: Solar ready not less than 2 inches into the building frame. Fasteners shall be located not less than 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOE NAIL RAFTER ROOF EXPOSURE C 0 J Z Q continuous run of treads or flight with FOUR OR MORE RISERS. roof zone area of nd less than 300 sq. ft.Access and pathways, roof access points, 2-1/2 inches from the edge of concret block or concrete. SPACING SPAN LLJ Q O F' 'Cu VI Handrail Height measured above stair tread nosing, shall not be less than ground access area. panels shall not be located less than 18"from a valley (FEET) ULTIMATE WIND SPEED SUBFLOOr ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = 13f W E 34 inches and not more than 38inches. All Handrails shall be continuous d. Where screws are attached to mason or mason /stucco, they shall be attached `ARTICLE BOARD WALL SHEATHING TO FRAMING W 0 •- ry masonry/stucco, 130 140 TABLE R602.3 (1) V F"-" = (D the full length of the stair from a point directly above the top riser of a flight A permanent certificate indicating the"solar-ready zone"and other requirements of using vibration-resistant anchors having a minimum ultimate withdrawal capacity of ROOF PITCH ROOF PITCH U) Z LL N to a point directly above the lowest riser of the flight. Handrails adjacent to this section shall bi posted near the electrical panel or water heater by the builder. 1,500 pounds. <5:12 z 5:1z <5:1z t 5:12 DESCRIPTION OF NUMBER AND TYP SPACING OF FASTENERS W J CL a wall shall have a space of not be less than 1-1/2 inches between the wall (� W P The main electrical ane/shall have reserved space for a dual ole circuit breaker ^ BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING and the handrail. see IRC code for exceptions. Refer to 214 201 253 247 PANEL EDGES P P P 16 O.C. 12 SUPPORTS GABLE END WALL FRAMING IRC Code for grip size specifications. for future solar electic installation and labeled"for future solar electric". Exterior glazing in buildings located in Wood-Borne debris regions shall be protected from wind borne debris. 16"O.C. 18 277 259 342 322 6d COMMON(SUBFLOOR,WALL) 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 3/8"- 1/2" Sd COMMON(ROOF) 6" SEE NOTE A 6" 30. EXTERIOR DECK. Exterior wood decks Shall conform to IRC Section R507 and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 is^o.c. 2a 340 318 422 396 above the floor or grade below shall have a railing not less than 36 inches 3119/32"- 1" 8d COMMON 6" SEE NOTE A 6" in height. Railings shall have Top rails and Balusters and Bottom rails that are 31. NEW Construction'Additions&Alterations: Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed It shall be the•resionsibility of the General contractor or his subcontractors to submit ANSUDASMA 115. Areas within hurricane prone regions: by the riser,tread and bottom rail of the guard rail at the open side of a stairway in detail the(desigl, calculations, drawings, written statements of the mechanical, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHIW3 1-1/4"SCREWS TYPE W or S 7" 7" are permitted to be of such a size that a 6 inch sphere cannot pass through. air conditioning,v ritilation.heating systems (new, existing or upgraded) wind speed is 130 miles per hour or greater. 16"O.C. 36 469 438 538 547 W Open sides of stairs with a total rise of more than 30 inches above the floor or stamped by a prof ssional engineer if required by the Owner or Building Dept. (2). In areas where the ultimate wind design speed is 140 MPH or greater. 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" grade below shall have guards not less than 34 inches in height measured 16"D.C. 42 535 499 664 622 z vertical/ from the nosing of the treads. A. EXCEPTION: f s^o.c. 48 599 555 745 ss7 Y g Wood Structural panels with a minimum of thickness of 7/16 inch EXTERIOR WALL WOOD STRUCTURAL PANELS o CD 6" DIAMETER -�I TO RESIST WIND PRESSURES TABLE R602.3 3 N 0 Q 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window and a maximum span of 8 feet shall be permitted foropening ( ) LU opening is located LESS than 24 inches above the finished floor and GREATER protection. Panels shall be precut&predrilled to cover the glazed openings U) J than 72 inches above the finished grade or other surface below on the exterior with attachment hardware provided in the table below. WOOD WALL NAIL SPACING } > Q ONSTRUCTION TYPE Label all panels and store in a clean d area of the house. MINIMUM NAIL MIN WOOD Q W U of the building,the window must be provided with a window opening control device ^I", "ll", "III", "IV", OR"v" dry TABLE 507.2 NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD W f) that compiles with IRC R312.2.2. Window Opening Control Devices. ' 7 Attachments shall be provided in accordance with the table DECK LEDGER TO BAND JOIST CONNECTIONTHICKNESS SPACING EDGES FIELD as follows: PANEL SPAN RATING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in REFLECTIVE RED JOIST SPAN 8d COMMON NAIL accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be PANTONE#187 CONNECTION (2.5"X 0131") 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" installed per IRC R 302.12 thru R302.12.1 DETAIL <6' 6'1"TO 8' '1"TO 10' 0'1"TO 12' Z 7 M~ ;. 1/2"DIA.LAG SCREW 30" 23" 18" 5" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 r I� Fireblocking materials R302.11.1 shall be as follows: &1/2"MAX.SHEATHING V 1. Two-inch nominal lumber REFLECTIVE WHITE FIELD " GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS 2. 1/2 gypsum board 1/2 DIA.THRU BOLT 36" 36" 34" 29" APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance &112 MAX.SHEATHING THICKNESS TO WOOD FRAMING with the 10 foot horizontal fireblocking in walls constructed using parallel TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 FRAMING SPACING NAILS SCREWS Mil 7" 1 D.C. CEILING EITHER DIRECTION 16"NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 12'1"TO 14' 14'1"TO 16' 6'1"TO 18' 2" 5d COOLER NAILS rows of studs or staggered studs. _.. � 1/2•' � 4. cellulose insulation installed and tested in accordance with ASTM E 119 or DESIGNATION FOR STRUCTURALicantengineeredwood WALL EITHER DIRECTION 16"O.C. 8" 16" UL 263, for the specific applications COMPONENTS THATARE OF 1/2 on or adjacenshalt to electrical meter box for fed ins inspection. 1/Z DIA.LAG SCREW 13" 11" 10" " ++ � p PP TRUSS TYPE CONSTRUCTION i P &i/2 MAX.SHEATHING 5/8„ CEILING EITHER DIRECTION 16"O.C. 7 12 cs STROKE 7" 12+, 6d COOLER NAILS Draftsto in material R302.12 shall be as follows: "F" FLOOR FRAMING INCLUDING type 1/2" structural plywood WALL EITHER DIRECTION 16"O.C. l I� Ppp g Residential structures with Truss a construction, 1/2"DIA.THRU BOLT U ~ GIRDERS ANDBEAMS Pre-Engineered Wood Construction And/or Timber Construction Panel Attached to " 24" 21" 19" TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR m In combustible construction where there is usable space both above and for new dwelling and/or an addition,alteration + & 1/2 MAX. SHEATHING " EQUIVAILANT DRYWALL SCREWS. [�] OU 9 Y „ GARAGE CEILING i6"O.C. 6 6 below the concealed space of a floor-ceiling assembly, draftstops shall be "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Frame in accordance 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH v Z installed so that the area of the concealed space does not exceed shall be affixed on or adjacent to any electric box attached to the exterior IRO SECTION R702.3.5.1 P with Table R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS � M--i Q � � � 1,000 square feet. Draftstopping shall the concealed space into approximately "FR" FLOORAND ROOF FRAMING of the structure for field inspection International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) � s~ ,> cn equal areas.. Draftstopping shall be provided in the following locations: UNDER SECTION 602 OF THE BCNYS A.ULTIMATE WIND DESIGN SPEED IS 130 MPHOR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO(GABLE a� ~ M 1. Ceiling is suspended under floor framing. Code Of NYS END WALL FRAMING SHALL BE SPACED 6"O.C. r �� 00 O 2. Floor framing is constructed of truss-type open-web or perforated members. A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS `•/ x, . SHALL BE SPACED 6"O.0 FORA MINIMUM 48'DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO O �, , TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES WINDOW UNIT GABLE END WALL FRAMING �/ O � M al OF FOUNDATION MATERIALS DESIGN CRITERIA ^ v' CLASS OF MATERIAL LOAD-BEARING PRESSURE �'' fYp U a; •1 J Fit Crystalline bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA _ Sedimentary and foliated rock 4,000 psf p Windseed: 5140 Sand ravel and/or ravel GW and GP 3,000 psf Y 9 9 ( ) P No of stories: 2 WIND DESIGN �•_- � "��' Sand,silty sand,clayey sand,silty gravel and clayey gravel SUBJECT TO DAMAGE FROM =s g Mean Roof Ht: 35 ft GROUND* (SW,SP,SM,SC,GM and GC) 2,000 psf WIND RM PANEL SNOW SPEED TOPOGRAPHIC SPECIAL T D per WINTER ICE SHIELD AIR MEAN Clay,sandy clay,silty clay,clayey silt,silt and sandy silt ROOF Itch: Ian PLYWOOD SOBORNE WIND SIESMIC FROSTDESIGNti• 3 I (CL,ML,MH and CH) 1,500 psf p p p LOAD (MPH) EFFECTS WIND DEBRIS EXPOSURE DESIGN WEATHERING LINE TERMITE UNDERLAYMENT FLOOD FREEZING ANNUAL _ Bldg Length per plan SHUTTER DETAIL REGION ZONE CATEGORY CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP �� A. a.When soil tests are required by Section R401.4, BldgWidth Per lap the allowable bearingcapacities of the soil shall be art of the recommendations. p Refer to General Notes for Panel 20 LBS 5140 NO NO NO MODERATE'^ P P bldg aspect ratio: 2:1 B B SEVERE 31-Oft TO HEAVY 15 YES NO 1500 or less 52.2 - F fastener requirements. - �- b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Nailing Sched: IRC M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER are likely to be present at the site, the allowable bearing capacity shall be •GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) determined by a soils investigation. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED o _I fasten king stud to header with CONT.IN000S RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING • • • • Min.3"x 11-114"net header Header ; ; ; ; 6-16d sinker nails • • • • •• • METHOD CS-GB: TABLE R602.3(1)& CONT.IN000S RIM ADDITIONAL FRAMING • . shall occur at top of wall _ •_;� _ _• _ OR END JOIST CONTINUOUS ALONG LENGTH 16"OC ALONG . . R602.10.3(3)GYP.BD FASTENING. OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ . . . . fasten top plate to header with ,I I•I 1•I 4"OC AT THE PANEL EDGES,INCLUDING BRACED WALL PANEL BRACED WALL PANEL Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. 1' TOP AND BOTTOM PLATES AND ALL fastened to the required per R602.3.2 •I I.1 t•t I' HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) I I F2-16d NAILS EACH SIDE king stud with Braced wall line 'I 1 I 1, SCREWS(1 5/8"TYPE W OR 6-16d sinker nails continuously sheated \Minimum 40001b header-to-jack-stud .I I•I t t s y with 1/2"wood �, X Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening METHOD CS-WSP: m structural panels •I I•I m i pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing AS PER TABLE R602.3(3) 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS = m •I I,I EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL 8d @ 6"O.C.ALONG Sd @ 6"O.C.ALONG = Minimum 40001b header-to-jack-stud strap .I WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ W O.C.ALONG AT EACH BLOKING MEMEBER BRACED WALL PANEL � o on both side of opening opposite side of Panel splice edges shall occur over • 0.131 X 2.5"LONG BRACED WALL PANEL ° sheathing•I ( ) 9 and be nailed to common blocking I: AT 6"O.C.ON EDGE AND 12" O.C. WALL PANEL o rn within the middle 24"of the portal- BRACEDIN FIELD BRACED WALL PANEL X a� Min.Double 2x4 framing covered with minimum BRACED WALL PANEL BRACED WALL PANEL m L 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing I, RACED WALL PANEL g p g BRACED WALL PANEL INTERIOR FINISH: with 8d common nails @ 3"o.c.in all framing is required in each panel edge. 2 I• SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG i (studs,blocking,and sills)typical if needed I 1 3-16d @ 16"OC ALONG ! C_7 I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH I•I I• BRACED WALL PANEL 3-16d @ 16"OC ALONG @ 2'to 18'(finished width) W I'1 WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER Min Double 2x4 or BRACED WALL PANEL i Min.length 16" 2x6 King&Jack stud 112"min.thickness wood structural ! per Table R602.10.5 panel sheathing _ ,I I I I I TABLE R602.3(1)FOR EXTERIOR WALL _ •_ _ _ �• _ J. SHEATHING 7 CONTINUOUS RIM OR Min double 2 x post Z Q 'I • 1'I •rq - 4' END JOIST CONTINUOUS RIM OR No.of jack studper �j �I 1•I I•I I; ALL HORIZONTAL PANEL JOINTS END JOIST Min.(2)2x4 typ, Table R602.7(1&2) Q SHALL OCCUR OVER AND BE NAILED TO COMMON FRAMING --�� Min. (2)1/2"Diameter anchors .l OR BLOCKING WITH WITH PANEL N I 2-16d NAILS EACH SIDE le, - installed per section R403.1,6 O O .II iv I•I (� ADDITIONAL FRAMING EDGE-NAILING IN ACCORDANCE """`� with 2"x 2"x 3/16"plate washer L W ,I INTERIOR�I',I` SPACING r I•I WITH THE IRC SECTION R602.10. CONTINUOUS ALONG LENGTH f I. FULL HEIGHT BLOCKING U I I I 1 1 t• MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING ZO .I I•I !•1 I 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG O "'1 J •I I•I I•I l� BRACED WALL PANEL _ �J W ' '1 1 1 I I I• 2 X BOTTOM PLATE METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION -FIGURE R602.10.6.4 O r) 0 ,I h1 I•I /- - QEDGE SPACING -6" FIGURE R602.10.8(2) FIGURE R602.10.8(1) Attach Sheathing to BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing rHoldowns ail sole plate Q w W_ _ _ _ �, _ _ _ 1 ,_ _ ,• BRACED WALL PANEL CONNECTION WHEN 8D common ! to joist per Band or Rim joist joist per 000 ' PARALLEL TO FLOOR/CEILING at 3"o.c.Top an Sub-Floor nailing Schad. 8D common nials ailing Schad. PERPENDICULAR TO FLOOR/CEILING Bottom at 3^o.c.Top and �/ FRAMING FRAMING •' ' Bottom .: . im Joist Q ry W 0 FASTENING REQUIREMENTS FOR Rim Joist per Plans rWn Q � � • • • • • • • • nchor peolts rpans �// WOBRACED WALL PANEL AS PERO o 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 O (� _o 0 CEILING OR U AMU 0- CLn- FLOOR JOIST DIRECTION Simpson 1-1/4" galv. x 20 gage ENDWALL—iH2AStud To Rafter ENDWALL Connector Were the distance is SIMPSON H2A coil strap with (5) $d common N between 9-1/4"to 15-1/4" nails in each end at each rafter. y at each Rafter. With LOOR AND CEILING JOISTS E g IMENSIONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR rovide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft PerimeteroyA Strapping(J� OISTS-SEE PLANS - braced wall panels �� PROVIDE STRUCTURAL RIDGES °''- o A at Openings �, (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field @ m ° m= o a Each Rafter on Each sidle E Horizontally attached ; (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o 2 O U y ,p Schedule Dwg-1 plywood sheathing O Ridge to have a c c Z a _ 02 - M m BLOCKITYPICAL @ shall have Plywood Joints kin ° - °r N °� g Simpson LSU skewable hanger °� G W�w AT 48"oc SIMPSON H2A 2-BAYS IN = o = y 8 » 1 0-a c Solid blockin between at each Rafter. With w Vi o 3 ml:2 �4° 0 3 BLOCKING @ 48 INCHES ON CENTER 9 1-1/4 x 20 Gage Metal Coil 44rafters attached to top (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails I a,,, _ °w=�, plate with 8d nails @ 6 D.C. (2)8d x 1-1/2 nails in plate ° �, >s 10= — y�w SECTION A-A " in each end. catch jack studs ° ° ° _ ° E along length of braced wall (5)8d x 1-1/2 nails in Stud Look Out Blocks ° L a= 0 o 0 3 5 E Comer Holdowns ° 6 c- u o w o [2,?- panel. Refer to plans panel. an window Or door Header. Less than co m m c o END WALL BLOCKING DETAIL for locations N Typical each side and ALL Gable End Wall ° ° M ° _ ° 2 Y o or Equal ? Z ¢� W a if required windows and doors. to 12" = o = _ __ 0 0 8'Z ` FOR FLOOR AND CEILING BRACING RIM JOIST BLOCKING BETWEEN RAFTERS Cad BRACED WALL PANELS � � � m a � m E B J=`° c. NTS IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL Sill Strapping EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS See details wi NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 /� IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT this page. TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS CI) V A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. PER NAILING SCHEDULE. �` NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIIRD Z Z (+, 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE N.T.S. V 7 2-1/2" LONG 8 g OF THE ATTIC SPACE AND ATTACHED ,J THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. TO THE RAFTERS WITH 4-8D NAILS EACH END 0 � Q ALL THRESHOLD CAREFULLY � W FLASHED&CAULKED TO O I••� PREVENT WATER INTRUSION OMPOSITE RAILING I I SYSTEM.VINYLRAILING SIMPSON BSC _ CONTINUOUS FLASHING EXTENDED I IOP AND BOTTOM RAIL PAST JOIST HANGER I AND COLUMN COVER AND OUTER THIRD CUT COLUMN CAP.MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY GALV.DECK HANGER COMPOSITE OR ' FOR CODE LENGTH SIMPSON LUS26 @ 2X6 PRESSURE TREATED I OA SIMPSON ABU POST 12 Min EXTERIOR OR SIMPSON LUS28 @ 2X8 WOOD DECKIN X 4 TREATED POSTS 4"TREATED POST TO CONCRETE BRACKET BEARING WALL @ FRONT PORCH DECK SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X10 - LAG BOLTED TO JOIST o. AS PER MANUFACTURES 6"TREATED POST 2-112"GALVINIZED CARRIAGE BOLTS 1/4 JOIST 2X P.T.LEDGER; MUST BE GREATER THAN I SPECIFICATIONS. @ REAR DECK OR SIMPSON SD STRUCTURAL DEPTH,MAX. CLEAR NOTCH GREATER OR EQUAL TO DEPTH OF DECK JOIST AND O 1/2"DIA.GALV BOLTS W/ "MIN, _,, 116 JOIST GRADE 1/3 DIST Q THAN 50% NO GREATER THAN THE DEPTH OF THE RIM JOIST 2 x JOISTS I LOCK WASHERS. CONNECTOR SCREW DEPTH,MAX. S W J (PERCENT)OF ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED ADHESIVE ANCHORS:HIGH-STRENGTH F- " O DEPTH,MAX. PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE N= GALV LAG SCREWS PER IRC TABLE R507.2 AND EPDXY ANCHORING ADHESIVE FOR O METALTIE FASTENED ACROSS AND PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 2x RIM JOIST USE WITH THREADED ROD Use 1-1/4" Metal 0) Z TO THE PLATE AT EACH OF THE see Schedule on DWG-1 Z MECHANICAL ANCHORS;SIMPSON Coil Strap 20 Gage In NOTCH WITH 8-10D NAILS EACH SIDE M tip of lag screw shall fully extend beyond SIMPSON H2.5 AT WEDGE-ALL WEDGE ANCHOR Solid sawn oast and rafter " CN Q 3„ ) EACH JOIST �,,� -� (5) 8d common nails L W LLl the inside face of the band joist. 12 Mln * �SIMPSON DTTiZ W/(6)10D X 1-1/2" REAR DECK FOOTING 18"DIAMETER notching and boring limits. in EACH END at Q TOP PLATES NAILS MIN.OF 4 LOCATIONS BEAR FOOTING ON VIRGIN SOIL EACH Stud. W °O SIMPSON BC „ Q (� IPE , ' SPACED EQUALLY. TWO WITHIN 24" ° POST GIRDER 36"MIN.BELOW GRADE NTS 8d @ 6 oc Along IY OF EACH END OF DECK: CONNECTOR Braced Wall Panel FIGURE R602.6.1 MIN THREAD ALLOWABLE LOAD:910LBS. TOP PLATE FRAMING TO PENTRATION 3/8"DIA.LAG SCREW PREDRILLED SHAMAXLL BE JUM OIST SPAN 14 HANG FIGURE R602.10.8(1) ACCOMMADATE PIPING P.T. POST TO CONC. PIER & FOOTING WALL TO WALL STRAP TO CENTER OF TOP PLATE,STUD R507 EXTERIOR DECKS OR HEADER CONNECTION IC7/_ COVERED PORCH NTS � LEDGER BOARD ATTACHMENT TO BAND JOIST RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE 1 �1 1 NTS DECK / GIRDER & 10 11 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 12 NTS 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. `h rr� V FSI 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED ° with (5)-8d common nailsFASTENERwith (5)-8d common nails W SEE TABLE 507.2 g N 2 ROWS ° at each stud at each stud a r- TOP PLATES TOP PLATES Strap may be attached OVER Strap may be attached OVER U rA O O 5.5"MIN FOR 2X8• the plywood OR directly to 0 @ @ OO o Studs. the plywood OR directly to �"� w " 6.5"MIN FOR 2X10 STUD BORED HOLE MAX. STUD 1 5 MAX 7.5"MIN FOR 2X12 Studs. [-' Q�, C) BORED HOLE MAX. DIAMETER 60% O F...( N DIAMETER 40% (PERCENT)OF STUD O 3-16d 16 oc Along w �' '0 (PERCENT)OF DEPTH �� BLOCK SOLID STUD DEPTH 2"MINL c @ g BETWEEN JOISTS t3 oo .0 5/8"MIN. 5/8"MIN. 5/B"MIN /8"MIN. LAG SCREW OR THRU-BOLT Braced Wall Panel - TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3!4"MIN ° CV NOTCH MUST NOT w CIS� N cC3 NOTCH MUST NOT ° N FIGURE R602.10.8(1) �' 0 r-1 � EXCEED 25% 0 EXCEED 4D% r- STUD DEPTH (PERCENT)OF y r D AR STUD DEPTH DOUBLE •' ,_ ¢, PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS d f�°,r . T STUD AT TIE � 4 • U BORED HOLES SHALL PER FIGURE R507.2.1(1)OF 2015 IRC CODE IF HOLE IS BETWEEN NOT BE LOCATED IN SIMPSON LFTA c ' BORED HOLES SHALL 40%(PERCENT)AND 60%(PERCENT)oF THE SAME CROSS NOT BE LOCATED IN , STUD DEPTH THEN SECTION OF THE CUT "Distance can be reduced to 4.5" WITH (16) 10D NAILS ; ` �1 OR NOTCH IN STUD III ' THE SAME CROSS STUD MUST BE DOUBLE SECTION OF THE CUT NO MORE THAN TWO if lag screws are used Or bolt ALLOWABLE LOAD: 1,205 LBS !;III= I ° - 1-114"METAL OR NOTCH IN STUD SUCCESSIVE STUDS spacing is reduced to that of STRAPPING 1 ARE DOUBLED < <� � � AND SO BORED lag screws to attach 2x8 TYPICAL HOLD-DOWN BETWEEN v3 FIGURE R602.2.3(1) FIGURE R602.2.3(2) ledgers to 2x8 band joists(1/2" AT EACH JOIST „ IRC FIGURE R602.6(1)NOTCHING ANDIRC FIGURE R602.6(2)NOTCHING AND stacked washers not permitted) FIRST AND SECOND FLOOR ' ; F t:tEv �s BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR N.T.S. FOUNDATION-SILL-STUD FLOOR FRAMING STRAPPING 16 WALLS AND BEARING WALLS NON-BEARING WALLS 1 1 g 1 g STRAPPING 20 AT CANTILEVER FLOOR JOIST Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes glued together see plan w/ MANUFACTURED LIGHT ENCLOSURE Exterior ill entire Cavity to up and out of the and lay on plywood R-38 Batt InSUI. ATTIC INSULATION ealant subfloor way for access attic hatch - R-value MING FRAMING Sheathing Insulation dams thin profile structure Tub Double Frame Attic TO Roof Const. Base let prevent loose-fill p equal to the Ceiling access opening Sealed t�w Air Seal insulation from sheathing as draftstop Typical insulation requirement p g x CJ w/ insulation behind tub exterior wall T Fascia i4as per drawings floor Gasket falling through Continuous Be Typ of Sealant or Soffit see Sealant access adhesive Const. Dwgs „ solid blocking Sealant Sealant or 1 min Rigid - - adhesive Insulation. Air or rigid insulation eal stairs sealed around Weatherstripping \ Adhesiv Casin f EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter 1 Panel frame gap g / ONTINUOUS BEAD OF SEALANT finish w/ soffit material four edges with caulk 1x2 Stop1/2 Gyp. Wall See Const. Dwgs Pull-down Sealant 1/2" plywood Board DRYWALL CEILINGRECESSED staircase FIXTURE staircase or foam attic hatch DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE PULL-DOWN STAIRCASE EXTERIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL � INSULATION AND WEATHERSTRIPPING ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS DETAIL Z 0 �'"+mp' I w � ¢ "A1'."q�,°I.Ru .,m" ,�,,,qw^^^'Y++++-T� 0. n•eau.r+-;wry O O Eave baffle installed W adjacent to soffit and eave ice., ^ KK�,,. '' .: `•_ ,�,.� � • vents. Baffle shall extend over r �°` ' - n �. ns ! " ! Z z 0 Table R402.4.1.1-Air barrier and insulation installation. 1° CLEAR SPACE FOR the top of the attic insulation �°� � ... � O W ' AIR VENTILATION CONTINUOUS BEAD as per IRC chapter 11 TYR ROOF CONST ," i I '- N TABLE R402.4.1.1 TYP. ROOF CONST. OF SEALANT (R40202.3) i ~ U) o AIR BARRIER AND INSULATION INSTALLATION i ,u mow. r ` COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa Roof underlayment 2 x CJ W/ INSULATION 2 x CJ W/ INSULATION ! I "°°. 0 m sealed to drip edge AS PER DRAWINGS SUBFLOORGLUED,CAULKEDORGASKETED Typ Fascia AS PER DRAWINGS „ s Q W W o TO RIM JOIST/RIM CLOSURE i 1. OD General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. OR HERS RATER Soffit see OR H ERS RATER t Q requirements in the building envelope. { { ! H' o Exterior thermal envelope contains a Typ Fascia/ SEALANT Const. Dwgs I ; . x Q W continuous air barrier, p Soffit see SEALANT SEALANT _, z W 0 z Const. Dwgs i (� , Breaks or joints in the air barrier shall be SILL PLATE INSTALLED Typ. Exterior wa t I O (jJ o sealed. OVER GASKER SILL y U O See Const. Dwgs 5 i � � '' � : I: o Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The SEALANT installation density of the insulation shall be at the manufacturers'product recommendation and said densityshall be maintained for all volume of Typ. Exterior wall ( " � N 4 COM 0 each cavity.Batt type insulation will show no voids or gaps and See Const. Dwgs ° ; } AIR BARRIER AT FOUNDATION TO BAND JOISTS RAFTER SEALING AT ATTIC EAVE maintain an even density for the entire cavity.Batt insulation shall be installed in the recommended cavity depth. Where an obstruction in RAFTER INUSLATION AT RAFTERS INSULATING THE CEILING SYSTEM the cavity due to services,blocking,bracing or other obstruction N- WITH BATT INSULATION o exists,the batt product will be cut to fit the remaining depth of the EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o o S N cavity.Where the batt is cut around obstructions,loose fill insulation &t -`E In shall be placed to fill any surface or concealed voids,and at the w=w E t N o manufacturers'specified density.Where faced batt is used,the ENERGY NOTES �°6` y g installation tabs must be stapled to the face of the stud. There shall be a•• _.....-. i; 0 a o 0 5 = m � no compression to the batt at the edges of the cavi due to inset iu t ° 0 2 Cr o r o p g ADDITIONS &ALTERATIONS: N1103.2 Sealing (Mandatory): Ducts, air handlers and filter boxes shall be sealed ID _ o o y o stapling installation tabs. SHALL BE IN ACCORDANCE WITH 2017 NYS CODE SUPPLEMENT ° ° 01 joints and seams shall comply with Section M1601.4.1 of the IRC. r -d' = a2 -2 y aY g o Insulation that upon installation readily conforms to available space APPENDIX J FOR EXISTING BUILDINGS SECTION AJ104 ENERGY EFFICIENCY ` _ ° 2 mt� 0 3 r �•c�3 ° shall be installed filling the entire cavity and within the manufacturers' Du g a °o r N Alterations or renovations shall conform fo the provisions of Section N1107 N1103.3.3 ct Testing (Mandatory): cts shall be pressure tested by a rough-in N - density recommendation. Additons, 91! as they relate to new construction without requiring the unaltered portion(s) of the a test or post construction test by an approved HERS rater. . - z a 6 W 2 Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the existing building to comply with this chapter. -""-, - o =o ceiling/soffit shall be aligned with the air barrier, s o r= E N1103.3.4 Duct Leakage: total leakage shall be less than 4cf per minute per 100sq ft. -�. ._ a N o insulation and any gaps in the air barrier Design in accordance with SECTION N1102 (R402)Building thermal Envelope of condition floor area where the air handler is installed at test time. Branch unetake•otfs andjants �-- w ✓ L= a ° o S= 12 sealed. prescriptive compliance. Building envelope shall conform to Table N1102.1.2 , i 4 ►- ° 0 ° Cr ° E a= o a Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at insulation and fenestration requirements by component. i N1103.3.5 Building cavaties: Framing cavities shall not be used as duct or plenums. wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. All heating and cooling systems shall conform to N1108 (R502)Additions. shall be sealed. N1103.4 Mechanicals stem piping insulation (Mandatory): Mechanicals stempiping Y p p 9 ( rY) Y 7.:. .�;:;, ,..,,E,;;..r. �.-'a.,r �• Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated The Building envelope of the addition shall comply with sections insulation carryingfluids > 105 F or < 55F shall be insulated with .:.:. .. plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal N1102.1-Building thermal envelope see table N1102.1.2 i d Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. N1102.2- Specific insulation requirements N1102.3.1 -N1102.3.5 Fenestration R-3 Minimum. sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be and N 1102.4-Air Leakage (mandatory)leakage rate shall not exceed 3 air 2} J J installed in substantial contact and continuous alignment with the air changes per hour as tested b a certified HERS rater. N1103.5 Service Hot Water Systems: shall include: Heated water circulation and barrier. temperature maintenance systems (Mandatory), circulation systems, demand W Q N1102.4.2 Fireplaces; New wood burning fireplaces shall have:flue dampers or doors recirculation systems, pipe insulation Cn W Windows, skylights The space between window/doorjambs y and outdoor combustion air. Doors on factory built fireplaces shall be labeled and listed and doors and framing and skylights and framing in accordance with UL 127, the doors shall be tested and listed for fireplaces. shall be sealed. N1103.6 Mechanical Ventilation (Mandatory): provide ventilation as per M1507 DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. N1102.4.5 Recessed Lighting: Shall be sealed to limit air leakage. of the IRC. Exhaust vents from bathrooms and toilet rooms shall directly to the Q All recessed lights shall be IC-rated and labeled as having air leakage rate<2.0 cfm. outdoors. They shall not discharge into attics, crawl spaces or inside the building. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain All recessed lights to be sealed with a gasket or caulk between light and ceiling. above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the N1103 Systems; Heating and cooling systems shall comply with sections Whole-house mechanical ventilation systems shall be designed by the mechanical topside of sheathing or continuous insulation installed on the N1103.1, N1103.2, N1103.3, N1103.5 and N1103.6 contractor or 3rd party energy consulant in accordance with underside of floor framing and extend from the bottom to the top of all IRC sections M1507.3.1 - M1507.3.3. provide design per M1507.3.1, manual perimeter floor framing members. N1103.1 Controls (Mandatory) at least one programmable thermostat shall be override controls per M 1507.3.2, ventilation rates per table M 1507.3.3(1) of the IRC. en nrovaa window provided for each separate heating and cooling system. opening limiting device Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be - - -- -- p shall be covered with a Class I,black permanently attached to the crawlspace walls. N 1104.1 Lighting ( Mandatory): Not less than 75 percent of the lamps in permanently N1103.3 Ducts; in accordance with N1103.3.1 - N11033.3.5 W vapor retarder with overlapping joints installed light fixtures shall be high-efficacy lamps. '� ~ taped. Supply and return in attics shall be insulated with R-8 Minimum were greater 9 9 Y p � � � z than 3 inches in diameter and R-6 where less than 3 inches in diameter ____ _______ __________ _____ _________ Shafts,penetrations Duct shafts,utility penetrations,and flue Supply and return in other areas shall be insulated with R-6 Minimum were greater Wirldouv cov 0 Q shafts opening to exterior or than 3 inches in diameter and R-4.2 where less than 3 inches in diameter T LU unconditioned space shall be sealed. 24" LU (36"in IBC units) 4"sphere cannot Approved window fall prevention } j Q pass through device(conform to ASTM F 2090) U L Finished Floor Height Narrow cavities Batts in narrow cavities shall be cut to fit and installed to VENTS: Height Above the correct density without any voids or gaps or ROOF JL 4" VTR t Finished Floor compression,or narrow cavities shall be filled by P3103.1 ROOF EXTENSION Height Above � insulation that on installation readily conforms to the OPEN VENT PIPES SHALL R312.2 WINDOW FALL PROTECTION DIAGRAMS Finished Grade Finished Floor available cavity space. EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE Mil _ 2" TOP OF THE WINDOW SILL SHALL 2" ANTICIPATED SNOW ACCUMULATION. Garage separation Air sealing shall be provided between the garage and •' -+ • _ BE A MINIMUM OF 24"ABOVE THE FINISHED conditioned spaces. ,.--;'-• ;3�� ; '' FLOOR AND GREATER THAN 72"ABOVE THE FINISHED ••w ; 3 ; P3103.2 FROST CLOSURE: GRADE OR OTHER SURFACES BELOW ON THE Finished Grade t h WHERE THE 97.5/o VALUE FOR Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal •• ,j ' „ '„ " .. „ OUT-SIDE DESIGN TEMP IS 0 DEG F EXTERIOR SIDE OF THE BUILDING.SHALL lei envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. 1 1/2. 1 1/2":.1 1/2?'1 1/2"1 1 1/2 : 1 1/2- 1 1/ 1 1/2 :2" COMPLY AS FOLLOWS: F}�I OR LESS.VENT EXTENSION THROUGH QWASHER A ROOF OR WALL SHALL NOT BE LESS Plumbing and Batt insulation shall.be cut neatly to fit around wiring and 2" 2" 2'� THAN 3"IN DIAMETER. ANY INCREASE 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW R312.2.2 WINDOW OPENING CONTROL DEVICES: wiring plumbing in exterior walls.There shall be no voids or Floor A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING IN SIZE OF THE VENT SHALL BE MADE N WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH gaps or compression where cut to it.Insulation that on 2ND FL. 3 11 Drain NOT LESS THERMALENVELIOP�OFTHEBUILDING. ASTM F 2090. THE OPENING DEVICE AFTER OPERATION [-•� installation readily conforms to available space shall 2" 2" 3" 3 2 2 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO � l extend behind piping and wiring. V �---� 3" FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 3 �� 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW W � v exterior wall showers and tubs shall separate them from the showers and insulated. 2- .-• 2 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 � tubs. :3„ E""I �"� a� to Electrical/phone The air barrier shall be installed)behind electrical or .:1 1/2" 3" : 1 1/21 1/2" � � � � M = box on exterior wall communication boxes or air sealed boxes shall be installed. DW F+� o HVAC register HVAC register boots that penetrate building thermal ' 2 CERTIFICATE ( MANDATORY) N1101.14 (R401.3) b.0 N boots envelope shall be sealed to the subfloor or drywall. 1 ST FL. O A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE .� o �, Concealed When required to be sealed,concealed fire sprinklers shall BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE .�r Q AF?L" sprinklers only be scaled in a manner that is recommended by the 4" FAI 3" FURNACE IS LOCATED. manufacturer. Caulking or other adhesive sealants shall not 3' THE CERTIFICATE SHALL LIST THE FOLLOWING: ��" be used to fill voids between fire sprinkler cover plates and CO :. walls or ceilings. 4° R-VALUES FOR CEILING/ROOF, WALLS, FLOORS �, � IC = insulation contact. FOUNDATION (SLAB,WALLS, CRAWL SPACE ETC),AND DUCTS. I d' '.t a In addition inspection of to walls shall be in accordance with the provisions of ICC-400. To a New Suffolk County p g p U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. Approved Sanitary System , os��1y PLUMBING RISER DIAGRAM RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. 1r : �. All Not to Scale TYPE AND EFFICIENCIES OF HEATING, COOLING, WATER HEATING EQUIPMENT. ENGINEERED FLOOR JOIST STRUCTURAL RIDGE BEAM WITH AMINIMUM FLANGE 6" t Structural Note: typ. strapping per detail on dwg 2 INSULATION SCHEDULE OF 1-118"X 2"WIDE. ALL STRUCTURAL WORK SHALL Shall comply with Res-Check DTT2Z COMPLY WITH NYS Add Simpson LSSU hanger p Y ADDITIONAL FIBERGLASS BATT INSULATION • 1/4" X 1- 1-1/2" SECTION ENT APPENDIX J W8 CONTINUOUS RIDGE VENT @ structural ridge beam insulation requirements of 2015 IRC & IF REQUIRED TO COMPLY WITH ENERGY ( ) CODE.REFER TO RES-CHECK OR HERS SDS SCREWS R802.3.2 COLLAR TIES typical each side of the ridge the 2017 NYS IECC Supplement REPORT FOR INSULATION REQUIREMENTS. Mechanical systems SHALL BE NAILED with 4-10d Beam at each 'Dist. ALLOWABLE LOAD: 1,825 LBS THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN BOX NAILS IN ACCORDANCE Location R-value Thickness THE NYS SUPPLEACCMENORDANCE TAPPEND X J H WITH FASTENING SCHEDULEAJ606 12 Ceiling R-30C 8-1/4" 1/2" THREADED ROD 2x4 CT @ 16"a� Floor R-30C 8-1/4" COUPLER NUT AND Plumbing Note: AFTER/CEILING JOIST HEEL -F- 10 JOINT CONNECTION Floor//outside air R-38C 10-1/4" Ion SHALL BE NAILED Floor(outside 1/2"ANCHOR BOLT ALL PLUMBING SYSTEMS SHALL BE _ TOGETHER IN ACCORDANCE Exterior 2x6 walls R-21 5-1/2" INSTALLED IN ACCORDANCE WITH Lt) e WITH TABLE R802.5.1(9) :I THE NYS SUPPLEMENT APPENDIX M T&G FIR .\"�ry (SEE DWG-1 FOR TABLE) 2"BATT MINERAL WOOL INSULATION SECTION AJ607 CLG 8, ( WITH SIMPSON H2AAT EACH AYED ON TOP FLANGE WITH Top of f1late WALLS RAFTER TO STUD. INSULATION STAY WIRES 24"APART Preservative-treated Electrical Note: _U_ - - - - air seal walls to pass 3 air changes per hour MANUFACTURER:"ROXUL" barrier required for AALL ND ELECTRIRING CAL EQUIPMENT, MEET,INSTALLED Foundation Rim Joist: R-30 - closed cell spray foam connectors in contact IN ACCORDANCE WITH NYS 0 O V SUPPLEMENT APPENDIX J FIRE PROTECTIVE OPTIONS with treated wood SECTIONAJ608 !� All Glazing U = .31 SCGH: .28 FOR I-JOISTS FLOOR SYTEMS Fire & Life Safety Note: Z F- Z o I Doors-less than 50% glazing U = .40 COMPLIANCE WITH:R302.13;FIRE PROTECTION ALL SMOKE ALARMS,CARBON D ,I 1. Door-more than 50% glazing U = .31 SCGH: .28 OF FLOORS: EXCEPTION:#3. SIMPSON HOEDOWN MONOXIDE ALARMS OR O W 01I BOX FRAMING AUTOMATIC SPRINKLERS SYTEMS O!n Q Y R302.13;FIRE PROTECTION OF FLOORS: SHALL BE IN ACCORDANCE WITH NYS _ v) .— U Mechanical Specifications: EXCEPTION:#3. ALLOWABLE LOAD: 1,825 LBS Q m SUPPLEMENT APPENDIX J SECTION AJ604 • Mechanical Ventilation z 110 CFM 1. THE AGGREGATE AREA OF THE NTS 0 W W ' z One Energy Star bath fan with an UNPROTECTED PORTIONS DOES NOTn/ � - ' EXCEED 80 SQ FT PER STORY _ LL Topof�.�bfloor electronic programmable timer o DECK CONST. 2. FIREBLOCKING IN ACCORDANCE WITH W 0 SEE DET ON SECTION R302.11.1 IS INSTALLED ALONG Other Specifications: THE PERIMETER OF THE UNPROTECTED 23'-10" 'W 7 DWG-2 < < PORTION TO SEPARATE THE UNPROTECTED v) Z Windows: U_ 0.30, SHGC_ 0.30 PORTION FROM THE REMAINDER • Z 100% high efficiency lighting (CFL s or LEDs) OF THE FLOOR ASSEMBLY, TYR COVERED O Q W � B • s B PORCH FOOTING 3 air changes per hour SEE DETAIL �- O p • z All Energy Star appliances ON DWG-2 CI) % - - - -` - - - - 4- - - - - -, - - - - -� % SMV ' 1 1 1 1 %1 , ❑ , I , 1 Bottom of deck R403.6 Mechanical ventilation shall be provided that N_r� 11*"f ; Q. ti (n o pier Footing meets the requirements of section M1507 of the IRC 1, 0 2 - 2x10 P.T. GIRDER I ' 36" below ---------------------1�---- ----------------------------I---- Y-�--------------------------- ------------------- Grade Minimum R403.7 Heating and cooling equipment shall be 1' _ SCREEN UNDERSIDE v II in in o sized in accordance with ACCA manual J by a I� � OF SCREEN PORCH I o @ ,l o ' in ,"*E ` SECTION - B °�� 25.2 certified third party rater. 1 co to ° ° x I w C .'C.. � L e y p O 11 — 1 11 ( U 1 0 c c Z `° U rn m SCALE. 1 /4 - 1 -O - _ CU 10'-5"± 5'-4"± ' ' I I TYP.DECK FOOTING u� rn 9 2 �-co Ob Mechanical Systems ,'}� SEE DETAIL ON DWG-2 ;/g m c o 0 0` '� m ` `o 1 1 t ❑ 1 I [�J 1 1 ❑ 1 1 [Tj 1 y `° o Z5- 0 a- V o.- THE MECHANICAL-HVAC SYSTEMS c n�' u°i L > aY E o SHALL BE DESIGNED AND INSTALLEDt CONTINUOUS RIDGE VENT IN ACCORDANCE WITH PART-V F- I I I 0 o ° iv ° Q �t w �2 - 2x`10 P.T. GIRDER MECHANICAL OF THE IRC 2015 /q •- -------, 11 Cn Y cD _ ° --- [n = nwrn rn 1 1 1 1 1 1 0 0 r O 1 N C c•C W �- w 4•.'C. �:C R905.1.2 ICE BARRIERS; RIDGE BOARD MAINTAIN REQUIRED SEPARATION , , 1_ _ _-1 , W -� I L L E m N a. ` 3° E SELF-ADHERED POLYMER MODIFIED DISTANCE FROM ALL HEAT 1 ---- 1 I I v Q ,l ° o a -- _ ° c BITUMEN SHEET USED IN PLACE OF R802.3.2 COLLAR TIES PRODUCING EQUIPMENT TO ; ; =- ---' ; I o (n w °' o% °-' OE m c�"' NORMAL UNDERLAYMENT AND SHALL BE NAILED with 4 A Od n COMBUSTIBLE MATERIAL AS PER ' ' '- EdI ' X ' DECK LATERAL HOEDOWNS Mn y f0 2 `6 E ' c U in EXTEND FROM THE LOWEST EDGES OF BOX NAILS IN ACCORDANCE NEW TYPICAL ROOF CONSTRUCTION MANUFACTURER'S SPECIFICATIONS ; ; , , ; 11 �' N �' ( 1 ONE WITHIN 24"OF EACH END `6 v <y (6,0 ai c m o WITH FASTENING SCHEDULE AND LATEST MECHANICAL CODE. ' ' - ------- ' c co ?E j z c of) o g w E ALL ROOF SURFACES TO A POINT NOT Class A As halt Roof Shin❑IeS W/ 0 TYR DECK LEDGER I AND TWO SPACED EQUALLY c Asphalt 1 1 1 1 - O in f0 O• (6 E O LESS THAN 24 INCHES INSIDE THE 2'-0"X 1'-4" 1 1_ _______1 �, �� SEE DET. ON DWG 2 ALONG DECK-REFER TO EXTERIOR WALL LINE OF THE BUILDING. fasteners per manufacturers Specification ______________________ 1_____-_ � ,__------- -' EX ROOFS WITH SLOPE EQUAL OR GREATER and IRC 2015. — �- --_----� '_"'-------""'----- ---"'---------------- ------- �,J DETAILS ON DWG-2 THAN 8/12,THE ICE BARRIER SHALLALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG 12 12 Ice & Water barrier as per IRC section R905.1.2 i -__________________a___________; :_________________________________________.___, ,__________-__ �--� (2)1-3/4"x11-718"LVL FLUSH 1 , , 12X10PT THE ROOF SLOPE FROM THE EAVE EDGE OF THE (Note: Double underlayment is required BUILDING 10 2x4 CT @ 48" Oc 10 C 1 1 1 ' 10'-5"± 1 4'-0"± 1 , BIRDER cD for Roof slopes between 2 on 12 and 4 on 12) v ; RAFTERICEILING JOIST HEEL Framing As per plans with 1/2" exterior grade `n � 0 SIMPSON DTTZ2 REPLACE OR U O C\1 JOINT CONNECTION span rated structural plywood Or OSB Sheathing, HOLDOWN UPGRADE EXISTING 1 1 Z� , SHALL BE NAILED Nail to framing in accordance Fastener ALLOWABLE ; ; MECH SYSTEM ' 0 ---------------------------------------- OIL __________ ____________ ' 0 _' TOGETHER IN ACCORDANCE g WITH TABLE R802.5.1(9) Schedules & Strapping per detail sheet(s). LOAD:1825 LBS '____ o , T_ O ; ; ~ 1 OIL FIRED 04 (SEE DWG-1 FOR TABLE) , , 1 IRC R806.3 1 1 WITH SIMPSON H2AAT EACH MIN. 1"AIR GAP Flashing per IRC R905.2.8 1 �- ------- ------------------------------------------- 0 ' BETWNINSULATION ; 1 • 1 1 RAFTER TO STUD. = ATTIC , , , , •----�-• ' ' .- .- _ 1 VJ 1 � 0 1 1 1 1 EXISTING 2-2x6 GIRDER ' ' U_ N AND SHEATHING � � � O ' ' 1 1 To of Plate ~ NEW TYPICAL SOFFIT CONSTRUCTION. ; ; *______________t==� =�_ =�_________ -3r-::::::::: ______� ?__________ T �- T=====______ _ _ po _ 12" overhangs-typical q ' ' ' ' - ' R-30C BATT 6" Wood fascia & 6" Wood rake boards. ; ; ; n 0 ; ; n 1 R802.3.2 LAPPED JOIST INSULATION Trim in aluminum or use "azek" or equal ' '� ' ' N ' ' SHALL BE NAILED with 4-16d Metal drip edge per IRC R905.2.8.5 EXISTING '0 o EXISTING CRAWL SPACE COMMON NAILS IN ACCORDANCE •----, 1 COLUMN , ` X , X ' ` WITH TABLE R802.5.1(9) Vented Vinyl Soffits ,_7,', ' 1 O N ' ' 16- CV e I i x 01 1 p 0 i i p ' Ur CP 1 p O w INSULATION NEW TYPICAL EXTERIOR WALL �, EXISTING , iv N BEDROOM #1 1ST & 2ND FLOOR WALLS ; ; CELLAR ; 100 C/)l O N U o x 1 I , III �/ E /� , 1 W ENGINEERED MASTER 2x6 Doug-Fir Wood Studs @ 16" oc. ; ; ; � w ; ; � _ �___ILI_, ,----_, w ; ; 1-- FLOOR FLOOR Double top Plate and Single Sole Plate. ; -__-- -_- ; ___ EXISTING 2-2x6 GIRDER' I I ; _---__-_-_- ; - - - ; ; CF) Z JOISTS BATH 11 ' ' ------_ ---_" -'--------------� �_-----------_L L_-_ _- , 1 To�of_ ubfloor 1/2 exterior Grade - Span Rated �________________ __I___ __ _____________;- __ , o co Continuous Structural plywood Sheathing. :---- :_zl I-: 1 tV w in __Top of_ ate Fastened per Fastener schedule. to > 1 , , 1 , t ec House Wrap ore equal. • W J I I BRACEWALLABOVE > } j _J yv p q +i LO 0 L 14--CONNECTION DETAIL Q 112"PLYWD 1 1 I I I DET 2 ON DWG-2 , ; Z _ SOFFIT Vinyl or Wood Siding as per clients selection � ; I ; � Lu Lu TYPICAL2 +1 (%j 0 INSULATED installed per manuf specs and IRC code. � I'I W C,4 cN W/R38 BATT , , SIMPSON DTTZ2 , � I SIMPSON DTTZ2 H Cont. load path strapping installed in accordance '' 1 HOLDOWN Lu Lu x I I HOEDOWN ; U with drawings. Provide Fire Blocking in accordance ; ALLOWABLE Z Z M I'I ALLOWABLE with IRC R302.11 & R302.11.1 and ; LOAD: 1825 LBS N III LOAD: 1825 LBS ' 1 ------------------------------------------------- --- �"` Z °� R-21 BATT Draftstopping per R302.12 & R302.12.1 �----- ---- - '------- N� ------------------------ INSULATION DINING LIVINGLl ;______________________ ,_ 1 O EXISTING FOUNDATION CONSTRUCTION ----�------------------- -- -------� ---------------�----�-------- ------ --------- U � XTERIOR PATIO SLAB F•�I w Contractor shall inspect and repair foundation TYR o - - EXISTING 8 CONCRETE BLOCK �y 314"PLYWD 1 N (9 6 4000 PSI CAST-IN-PLACE SLAB Z SUBFL0OR to meet IRC code compliance. DOWEL P - M ON 8"CAST-IN-PLACE TRENCH WALL FOUNDATION WALL ON MIN Topoof_ ubfloor NEW SILL PLATE Contractor shall inspect and replace sill plates °° p W/6X6 w1.4/w1.4 WELDED WIRE MESH 8" X 16" CONCRRETE FOOTING. SILL SEAL, ' ° ° ' ON GRANULAR COMPACTED FILL. Top of Foundation ✓TERMITESHEILD as required to meet IRC Code. ; PITCH SLAB AWAY TO DRAIN - — - — - ® INSTALL NEW ANCHOR BOLTS Mln Anchor bolts per Foundation Plan ; ( ) +'' TO CODE.TYPICAL EXISTING SILL PLATES H � and R403.1.6 1 CONTRACTOR SHALL INSPECT Z NEw TJI FLooR A ________; ALL SILL PLATES AND <C o LL EXISTING CRAWL CONSTRUCTION R-30C BATT INSULATION INSULATION SCHEDULE REPLACE DETERIORATED, ROTTED U Z CD o SPACE Insulation requirements shall comply with the 4,_8„ SILL PLATESPill , SILL SEAL,, ['� F� Q r., 0 H r- energy efficiency requirements as per IRC chapter 11 & AND TERMITE SHEILDS M M �d energy conservation and NYS 2017 uniform code supplement. 16'-o'/z"± 6'-0" 16'-01/2'± INSTALL NEW ANCHOR IBOLTS w N-'I 04 o W EXISTING TO CODE. U CELLAR INTERIOR WALL FINISH 38'-1"± 0 To�of_ Doting d Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless FOUNDATION WALL KEY noted. Min 1/2" Moisture Resistant Wall Board on ' " -. ^� O EXISTING FOUNDATION FOUNDATION PLAN �. , ��c CONSTRUCTION /� Ceiling and all walls in Bathrooms (humid areas) -TYPICAL FOUNDATION SCALE: 1/4" = 1'-0" EXISTING WALLS SECTION - /'� and 5/8" cement board on walls and ceilings in wet areas. - Provide 5/8' Fire Rated sum wall Board on walls DOWEL PIN NEW WALLS '� 't TYPICAL ANCHOR BOLT - IRC R403.1.6 " n - 1 11 and ceiling located as per code, manufacturers #5 STEEL DOWEL BETWEEN NEW R302.13 FIRE PROTECTION SCALE" 1 /4 - 1 -O MAXIMUM SPACING: 1/2" 72" O.C. f - - - - - I WALLS TO BE REMOVED OF FLOORS: requirements and drawings. AND EXISTING FOUNDATIONS. PINS 11 @ PROVIDE 1/2"GYPSUM BOARD ON ENTIRE ARE TO BE SPACED MAXIMUM 12" EMBEDMENT OF 7 WITH NUT & WASHER. c PROVIDE FIRE BLOCKING IN CONTRACTOR SHALL CAREFULLY EXAMINE THE EXISTING FOUNDATION qp1� l /� mom TOTHCEILING UNDEBOVERSIDE BASEMENT ATTACHED ACCORDANCE WITH R302.11 VERTICAL & MINIMUM 8" EMBEDMENT 2 BOLTS PER PLATE AND HOLD AT LEAST AND ADVISE CLIENT OF ANY DEFECTS. CONTRACTOR SHALL REPAIRI' TO THE UNDERSIDE R3 THE JOISTS.OR OF THE IRC RESIDENTAIL CODE. ONE BOLT - 12" MAX AND 3-1/2" MIN OFF EXISTING FOUNDATION UPON FIELD INSPECTION,INCLUDING BUT NOT QP NE 4' COMPLIANCE WITH:R302.13;FIRE PROTECTION GROUT SOLID WITH NON-SHRINK LIMITED TO;REPOINTING JOINTS,REPLACING BLOCKS,LEVELING OF FLOORS: EXCEPTION:#3. HIGH STRENGTH GROUT. ENDS OF PLATES. FOUNDATION AND REPLACING SILLS AND INSTALLING ANCHOR BOLTS. ALL WORK SHALL CONFORM TO; CODE COMPLIANCE STATEMENTS: NOTE:GLAZING HAZARDOUS LOCATION:R308.4 R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed INCLUDING BUT LIMITED TO THE FOLLOWING: draft openings (both vertical and horizontal) and to form an effective fire barrier 2015 IRC 1. The windows selected for this project shall meet SAFETY GLAZING TEMP GLASS IS REQUIRED between stories, and between a top story and the roof space. Fireblocking shall 2015 APPENDIX J OF THE IRC AS AMENDED p 1 ( ) BY THE 2016 NYS SUPPLEMENT FOR the egress requirements of R310. AT GLAZING IN A BUILDING WALL ENCLOSING be provided in wood-frame construction in the following locations. EXISTING BUILDINGS AND STRUCTURES. BATHTUBS AND SHOWERS WHERE THE SECTION AJ303-ALTERATIONS-LEVEL 1 2. All windows shall meet Section R308 Glazing and BOTTOM EDGE OF THE GLAZING IS LESS 1. In concealed spaces of stud walls and partitions, including furred spaces and SECTION AJ5 -ALTERATIONS-LEVEL 1 8308.4 Hazardous locations. THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. parallel rows of studs or staggered studs; as follows: SECTION AJ304-ALTERATIONS-LEVEL 2 3. Windows were re wired shall meet the Wlndow Fall SECTION AJ6 -ALTERATIONS-LEVEL 2 q WET SURFACES:R308.4.5 1.1. Vertical) at the ceilin and floor levels. protection requirement R312.2. GLAZING IN WALLS,ENCLOSURES CONTAINING Y g 4. Bathroom windows shall meet the hazardous WHIRLPOOL,BATH TUBS,SHOWERS, 1.2. Horizontal) at intervals not exceeding 10 feet. Pre-Fab/ Factory Built Fireplaces glazing requirements as per R308.4 SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM Y 9 In accordance with IRC code chapter EDGE OF THE GLASS IS LESS THAN 60" P 5. Stairs, landings, railings & guards shall comply MEASURED VERTICALLY ABOVE ANY STANDING OR 2.At all interconnections between concealed vertical and horizontal ` 10, factory-built fireplace inserts shall with R311 & R312 WALKING SURFACE SHALL BE CLASSIFIED AS spaces such as occur at soffits, drop ceilings and cove ceilings. be UL listed and labeled and shall be6. Outside lighting shall comply with RE 3803.3 PER TABLE R308.3.1(1)AND R308.3.1(2)OF THE IRC. 3. In concealed spaces between stair stringers at the top and bottom of the run. installed in accordance with the 7. Stairway illumination shall comply with 8303.67 EXCEPTION:GLAZING THAT IS MORE THEN 60" Enclosed spaces under stairs shall comply with Section R302.7 conditions of the listing. Factory-Built and R303.8 MEASURED HORIZONTALLY AND IN ASTRAIGHT LINE, fireplaces shall be tested in accordance FROM THE WATERS EDGE SOLAR ENERGY SYSTEMS 8324 p 8. Fireblocking shall comply with 8302.11 thru 8302.11.2 4.At openings around vents, pipes, ducts, cables and wires at ceiling and Z ( > with UL 127. Hearths shall be installed in 9. Draftstopping shall conform to R302.12 thru R302.12.1 SAFETY GLAZING IS REQUIRED ADJACENT TO floor level, with an approved material to resist the free passage of flame SOLAR ENERGY SYSTEMS SHALL COMPLY accordance with the listingof the STAIRWAYS,LANDINGS, AND RAMPS WITHIN and products of combustion. WITH IRC SECTION 324,APPENDIX U 10. Flame spread and smoke-developed index for walls &NYS SUPPLEMENT.SYSTEMS SHALL BE Fireplace & in accordance with IRC code O INCHES HORIZONTALLY IZ WALKING SURFACE J p and ceilings shall compy with 8302.9 thru 8302.9.4 OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM LISTED AND LABELED WITH UL 1741. for Hearths & Hearth extension. TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 0 PANELS SHALL BE LISTED AND LABELED 11. Flame spread and smoke-developed index for EXPOSED SURFACE OF GLASS IS LESS THAN = W r WITH UL 1703. All Fireplace shall be equipped with an insulation shall compy with 8302.10 thru R302.10.5 60 INCHES ABOVE THE NOSE OF THE TREAD 6. Fireblocking of cornices of a two-family dwelling is required at the line of L� (-) exterior air supply. Exterior air ducts 11. Recessed lighting fixtures rated for OR WALKING SURFACE. dwelling unit separation. Z ~ Z 0 SOLAR READY ZONE: shall be UL listed. Factory Built Chimneys membrane penetration shall meet ASTM E119 0 D W J IN ACCORDANCE WITH IRC CODE APPENDIX U shall be in accordance with IRC code chapter 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral o N THE TOTAL SOLAR-READY ZONE AREA SHALL BE p and Fire Stopping as per ASTM E814 or UL 1479 NOT LESS THAN 300 SQUARE FEET NOT INCLUDING 10 Section R1005 Factory Built Chimneys. 12. Exterior Decks shall comply with R507. wood or glass fiber installed securely in place or 1/2"gypsum board. - � 0 ACCESS OR SET BACK AREAS AS REQUIRED BY Q - CO m THE IRC AND NYS SUPPLEMENT. 39'-8, Q W W ' ROOF AREA ORIENTATION SHALL BE BETWEEN /2" 110-270 DEGREES OF TRUE NORTH. Q > co LLJ ROOF PLAN 4'-7" T-6" 8'-2" 9'-85/8" 3'-1%" 4'-111/2" W Z U) SCALE: 1l8" = 1'-0" W o i� a0 o oCD ow o B B B "POST RIDGE 4444-- --- B � TO HDR ------- ---- SCREEN ----- --- SCREENTYP ------- ---- T-0"x _____ ___ 1 ' 1 T-0"x T-0" T-0" 7'-o" 3'-0"x 7'-0" 1 E 12 En1 O 2-2X1 ., ... , d 01 Q7 0 3 `p d N 1 2 C w E L N `--------------------------------------------------------- ------------------------------------------------------• ------------Y ---------- --------------_---- --------_--44 44-_--_-44_4_4 4444 __-_4444__-_-___�_--• O.Ui"' - O U '- Wf0 f0 t O. O C 7j _ t 1 N ..LO.. O C`7 C O'Q O O N M O � O O �� V Ir" y" O Y av m o m c y L » n� o a>N2co m g oc3 38'-1" g 0 w In.s 3 - c .'3 O c 1 a o a o o 0 Z o n 1 7 11 1 , n 1 , n `O' '�L in 01 16-7/a 8-7/z 71141/4" 5-5/z o �r D a E r ='- 3 c ih c n= cam oo 0o Z 'v ,cooco'�vc� ° c d� a m Cc m � �U m PROVIDE WATER-PROOF ti V v� o c Q) E m v-"' m v w A ________ PAN WITH CURB&DRAIN X _ = c o o c :: o A ------ I- olno � F- mE o EL VENT CLOTHES DRYER , 4 ' IN ACCORDANCE WITH i w CHAPTERI5-CL THESFRAMER VERIFY DYERS EXHAUST._ _ _ _ _ _ _ _ _ _TEMP LASS _ _ _ _ _ _ _ ; Q 0 AW31 TW2832 TW3046-2Ln EGRESS , X 1 I I 444444 44 - 4444 - - 4444 - - - - - - - - - - - - - - - - 0 0 0 0 - c 2-2x8 3-2x8 _ H I I TW30410 TW30410 "' =N 13'-11/2" 5'- '/" 17'-51/2" POS I 10'-011 ' \ I 5,/1 ASH DRY 1/11 5'/z" b/z" -- --, �I _ MASTER a F' o BATH - ' / -' I 3-2x10 ; 3 2x10 (3) -3/4"x 9-114"�VL N -1/4"LVL 23'-2" 14'-0" 01 g Co ' BATH / C.T.FLR a. C.T.FLR l00 ~ ~ BEDROOM #3 �`� N 35'-2" I 2'-0" �o c M I N i i C.T.FLR 2'-0' H I ' ' \ co 5'/" w N '��. SIMPSON D1;TZ2 I LL' '';' Cl) KITCHEN 2 ' rr O E- HOLDOWN 1 FAN U_ LIVING FINAL KITCHEN FAN cV N M ® iti z g I LOADALLOWi eel 5ELBS ROOM ' J I 1 6'0" LAYOUT BY �5 � Q I N r 0 KITCHEN �t o S w O N I REMOVE 1 e I p INSTALLER =N 6'-1'/z' ® 4'- 2'-0' 2'-611 2'-4" N M EXISTING 0 0 'o o o iCO X n -'� _-c`-_-i ?� N N IN n MASONRY NEW UL LISTED L (� .=' E 1= 2-6 o - o1/ i .6,y - - FIREPLACE 0 0 m l o &CHIMNEY OOD BURNING ; p o l j R1 o w ° U' ' \ PRE-FAB FIREPLACE 1 - �_ cnl , S cD co ----- -----=�• GLASS DOORS& ; cD O �' ' 0��' ) ❑ t9 N Cl) 4'-0" ; 2x12 RIDGE O iv 2-4 to _ HEARTH EXTENSION ' I¢ I¢ ) W N '- - - - - - - - - - - - - - - - - - - - - - - - - - - o _ 1 AS PERRESIDENTAIL ; 'v U r; H Q J N ; 1 CV N o CODE-CHAPTER 10 ; �� , shy ' Cl) L c O Q N - GUARDRAI 21_611 M N N c FL OR JOIST G� I x ' v N I NT VENT TO EXTERIOR 1 +-' S z I Cn N BEDROOM #1 o 60 2-4 I _ t o 4444 - 4444 -, o ' ° oo 3'-4•" 1 1 1 1 1 JC 1 -'� 1 1 1 1 1 LL. N Q Q O ° 104 N N ; O C,I.S T 1 t 11� ; PANT Y -1 ur Lu In I ; DN i 1 1 ' ; io o N `- , 1p -�f UN�'E 11 I I CAB e- U) J I 1 D w 1 1 /a\� N I ; [}J STI R'I 1 ;l to W ' w O 1 H �L 1 r lJJ n, 1 - I 1 1 1 11 1 1 I V r C I , Z g -_-_- -- fA 1 r -�� t q1 I 14'-4" J J 6'-311 - - of 0 12 H I iv ; o I --_--_-- I ~ " 11 1 N -� 1 - 4444 �� DINING 2'-0" =�I --_---- ' _ 3 0_ 5/z I X N 3/ BEDROOM #2 Q z g o I ROOM 2II _ - - - I N _ --------- ------- 00 00 W a I R312.2 WINDOW FALL PROTECTION NOTE: U -- -- 1 ,�1 I� I SIMPSON LFTA WALK-IN --- x N N I TOP OF THE WINDOW SILL SHALL SIMPSON DTTZ2 ; I `X I - -- ' AREA s-o/ -8 M FLOOR TO FLOOR HD CLOSET HOLDOWN C.T. N I ALLdWABLE 1 11'-0" I BE A MINIMUM OF 24"ABOVE THE FINISHED ALLOWABLE ! 1I ' DESK q _ _N 1 1 FLOOR AND GREATER THAN 72 ABOVE THE 1 1 LOAD: 1205 IBS \ LOAD: 1825 LBS ' UP I I "' 1 I FINISHED GRADE OR OTHER SURFACES DET118- PAGE 2 N _ , I q FAN 2-2xa 2 2x6 I BELOW ON THE EXTERIOR SIDE OF THE 1 2-2x10 N 2-2x10 Z� I 2-2x8 1 2-2x8 2-2x6 1 to BUILDING. SHALL COMPLY AS FOLLOWS: 2-2x10 2-2x)0 2�xio I , I ; EGRESS TW3046 EGRESS TW 046 I ' 40"X L - TW3046 - �TW3046_ _ - _ - _ _ _TW3046- - - - - - - - - - - - - _ _ _ - � 8312.2.2 WINDOW OPENING CONTROL DEVICES: ; a4" Posr - - TW30410 , TW30410 LVL TW30410 TW30410 o WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH ASTM F 2000.THE OPENING CONC.STOOP SIMPSON DTT72 SIMPSON LFTA HOLDOWN v� 1 DEVICE AFTER OPERATION TO RELEASE THE ' PITCH 1/4"/FT N 1 FLOOR TO FLOOR HD 1 ALLOWABLE � ' ALLOWABLE DEVICE SHALL ALLOW THE WINDOW TO 1 AWAY LOAD: 1825 LBS v Z LOAD: 1205 IBS FULLY OPEN TO MEET THE CLEAR OPENING DET 18- PAGE 2 AS REQUIRE TO MEET EGRESS R310.2.1 , �n i 1 1 T \ T3 L�i 1 p 00 PIP WINDOWS, EXTERIOR FRENCH & SLIDING DRS v � �F ---4444-• 3'-0" 3'-0" � .=+ sv-, �4 ' "o � Plans indicates ANDERSEN series 400 Tilit Wash en ct 3'-1'/z' 6'-0" 9'-11" 9'-11^ 6'-0" 3'-1'/z" Model Numbers . w/ grille and screen. color as selected 3'-1v" 6'-0" 9'-11" s'-11" 6'-0" 6'_1'12" „' `a� o by owner. 1 "1 F�, �;�,. 38'-1" shall be In accordance with IRC R609 1'41/2" 01 To be designed & installed as per manufacturers specification for 140 ultimate design wind speed 3s-6/2" and IRC Table 301.2(2), 301.2(3) a9 �' 8'-1" PLATE HEIGHT Provide HP LOW-E4 glass; U = .31, SHGC = .28 9'-1" PLATE HEIGHT O Smoke Detector EGRESS: shall meet R 310 1 ST FLOOR PLAN Carbon Monoxide Detector 2ND FLOOR PLAN 1 „ _ „ WINDOW FALL PROTECTION: shall meet R312.2 SCALE: 1/4" = 1'-0" C0 Refer to DWG-1 General Notes 17 r SCALE: 1/4 - 1 -0 Substitutions made upon meeting Code. AREA: 914 SID FT In accordance with Section 915 of the AREA: 971 SQ FT See page one, general notes for additional 2015 IFC as amended by the NYS code requirements. uniform code supplement 12 12 12 12 10 10 10 10 s, Z Topes Plate J 0Ow co z � Z O w O 0 U O (� W W m Q > 00 o Tomo Subfloor w o W � d) 0 Tomo Plate v Z (/) O W o O U) o O 14 t. I y iy g"- � -- - �� Ol p U C C O To p o Subfloor T aO V�g.. Ol W C 1`Op o 16undation y w D o o�Y m y � C O IE ff O C 3 mein"� 3 t c'c� � 3 p a�� mow. I I +Iig I I I II I I I cNpN - NuLy p rL I RIGHT ELEVATION ' I ' I ' ' ' I I I I I I I I ' LEFT ELEVATION I at- 1 1 II I I I I I I II i I I � o0 U >J it 1 11 I Ep22a m � 22 , m I SCALE: 1 /4 = 1 -0 I 11 I Ien D `L �;� C rvLh: m �c- E = rpn I L ,J I L J L J L J L J I I I I L c CL CO m-Npy oQ�w C 14 = 1 -0 — — — — — — F- c°� wm � FL- mEm 0a. I — — — — — — — — — — — — — — — — — — — — — — — I — — — — — I Tomo Footing I — — — — — I — — — — — — — — — —� I� - - - - - - - - - - - - - - - - - - - - - - - - Z - - - - - � C - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - 0 iV iV ASPHALT SHINGLES ASPHALT SHINGLES o GUTTERS & LEADERS w FRIEZE BOARD AS REQUIRED z Top of Plate— TYPICAL N Q 0 U J ?> 3-1/2" L U)co W WINDOW TRIM - _ Z M LO LO con LE 12 N `o I LL�jl I [Ei M� r 10 Top of Su or Top of late SIDING AS _ — SELECTED BY OWNER TF= W � , } DDD w r LuDD❑ U 0 Lu w ' �' a U fop ofop f-Fo lost n ,O,�// o M ct Lao] d= NEW CONCRETE STOOP I I I AND STEPS AND CONCRETE FRONT ELEVATION I REAR ELEVATION I I w I I TRENCH WALLS I +I 1 cf I I SCALE: 1/4" = 11-011 I I I I I I I I SCALE. 1 /4" = 1 -011 I xu I — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — �- — I Top of Fo tiny— I — — — — — — — — — — — — — — — — �-I — — — — 1 �- — — — — — — — — — — — — — — I l r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - (- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J �y ors�i� o IRC BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B CONTINUOUSLY SHEATHED TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP BRACED MALL UtJ ccNnNvcusLYSHEarHEv BRACE WALL LINE SPACING(FT) 16 16 22.5 22.5 8 17.5 17.5 30.083 30.083 I-' BRACED WALL IJNE TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 27" 24" 24" 24" 24" BRACING METHOD TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 7.4 7.4 10 10 5 4.375 4.375 7 7 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c HOLD RETURN 0 CS-WSP CONTINUOUS SHEATHING PANEL ' BRACEDWALLPANELAT DEVICE BRACED WALL PANEL AT 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 END OF BRACED WALLLINE END OF BRACED WALL UNE WOOD STRUCTURAL PANEL END CONDITION 1 END CONDITION 2 DETAIL # 1 ON DWG -2 2. ROOF EAVE TO RIDGE HEIGHT 1.042 1.042 1.042 1.042 1.042 1.085 1.085 1.085 1.085 CONTINUOUSLY SHEATHED 8 RACED YJALL LINE cONrINUOUSLY SHEATHED 3. WALL HEIGHT .95 .95 .95 .95 .95 .9 .9 .9 .9 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 1 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) FOR 140 MPH 0 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 5. ADDITIONAL HOEDOWNS J 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 6. GYPSUM BOARD OMITTED 0 W REnJRN 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE Z V 48"MINf6IUM BRACED WALL PANEL PAN_L ° SHALL BE OFFSET NOT MORE THAN 4 FEET. 7. GYPSUM BOARD FASTENING z F- 0 ATENDOFBRACEDWALLLINE w PA � 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 0 D W J 'SEEREOIfIREh1ENT5 RESULT REQUIRED BRACED WALL LENGTH(FT) 7.32 7.32 9.9 9.9 5 4.27 4.27 6.83 6.83 ' END CONDITION 3 END CONDITION 4 O Q N CONTINUOUSLY SHEATHED Is, THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. REQUIREMENTS 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) U) o 10'MAX Q w Return panel:24"for braced wall(nes sheathed with END OF A BRACED WALL LINE PER PLAN BRACING LENGTH PROVIDED (FT) 13.3 13.66 14.16 10.9 8 12 13.5 9.16 8 137 7/7 wood structural panels 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL W W ' 32"for braced wall lines sheathed with i� structural fiberboard PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Q � Distancel): R602.10.2.2 : 24"for braced wall lines sheathed with a. Linear interpolation shall be permitted ry W o wood structural panels0 /32"for braced wall lines sheathed with b. The total adjustment factor is the product of all applicable adjustment factors. W - to HOLD-DOMFIRSTBRACED structural fiberboard c. The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines vJ V Z I DEVICE WALL PANEL provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. W o END CONDITION 5 Hold-down 800 lbs capacity fastened to the edge of the p g � p g g � Q U device: braced wall panel closest to the corner and Q_ to the foundation or floor framing below ABBREVIATIONS; BWL = BRACED WALL LINE, O (f� For S1:1 inch=25.4 mm,1 foot=305 mm,11b=4.45N BW = BRACED WALL, Q - FIGURE R602.10.7 CS-WSP = CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL � N END CONDITIONS FOR BRACED WALL LINES CS-PF - CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION 0 WITH CONTINUOUS SHEATHING ,n y C E O "- C f6 H m O O,E ` O L w E ft1 2 N 0 n O L L y .0 U 12 C't O C O V G m J s7LO O] m I _JJ J l O m C O OU_O 80O O] I d Q Q d 6 y 0 Y E g 4'-0" I 30'-1" I 4'-0" m l m i ' c In air 2 8 15 L»o °' 2'` o y a o c o 3 2'-31/ I o o m c a £ 4'-0" 22'-6" 7'-7" 4'-0" c 0 a,,0.2 E t t y a co c c L o M I I t m o I r a� c o y� o a 3'-0" I 3'-7" 3'-3" 3'6 7116" (D o a -0 m c m L•V•y... m •t= E m o a I cU Cn I I I o Q c 0 c S m c o.E m m-o � a 8:SWHoiaiHr cmQ mE2 CS-WSP , CS-WSP CS-WSP , ' 5 EL I a. CS-WSP ' CS-WSP CS-WSP I I CS-WSP � , 1 I r; w N L) I I BWL2-1 - - - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - - - o I I o a ' BWL1-1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-- - - - - - - - - + - - - - - - - - - - ' I SIMPSON DTTZ2 ' HOLDOWN I ALLOWABLE LOAD: 1825 LBS j , I 2'6" 2'-6" 2'-4- is rn 7/16"PLYWOOD I I U 1 I INSIDE FACE I OF THIS WALL , (FULL LENGTH 8,NAILED TO THE I 4'-0" 04 ' SIDE OF THE FLUSH o I i- ' r`• ' LVL ABOVE WITH ' 1/2"GYP BD OVER I 2'-6" 2'-4" I W 1 I J :I I I :I z II CN (A In ' -- ' I 5 !1 1 -- - - U ' Cn a 3: W CN LU C? -- J I - - "-� � ; I Q W Cn 1 ' BWL2-2 _ BWL1-2 r` - - - - - - - - - - - - - - - - - - - - iv- - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - � - - - - - - - ' - - SIMPSONDTTZ2- - - - - - - - - - - - - -,- - -_ - - - - - - - - - - - - - - -- -- IMPSON LFTA SIMPSON LFTA , U) iL HOLDOWN a. o I FLOOR TO FLOOR HD FLOOR TO FLOOR HD o o o ~I � ALLOWABLE ALLOWABLE ALLOWABLE ( � 'v v v v cn , LOAD:1825 LBS iv U) LOAD: 1205 IBS I I LOAD: 1205 IBSU U T I� H CS- SP 1 CS-WSP CS-WSP CS-WSP I I I CS-WSP CS-WSP CS-WSP � CS-WSP I , I SIMPSON DTTZ2 I HOLDOWN ' I 'ALLOWABLE ' PIPN I I LOAD:1825 LBS I C 3'-2/e" 4'-0° 4'-0" ' 2'-9'/e" 4'-0" 4'-0" ' ' 2'-9'/e" I ' 2'-9'/8' ' to 1'-6 7/16" ' II W OU 4'-0" 30'-1" 4'-0" 4'-0" 22'-6" T-7" 4'-0" p y o 2ND FLOOR WALL BRACING PLANe`kt` 'I 1ST FLOOR WALL BRACING PLAN SCALE: 1/4" = V-0" = SCALE: 1/4" 1I-0I, �� • 01 s4�° �a4Q-'� WEEP