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HomeMy WebLinkAbout43214-Z ��SUFFD(,��pG Town of Southold 6/12/2020 g P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41174 Date: 6/12/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 53559 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 61.-4-9.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/26/2018 pursuant to which Building Permit No. 43214 dated 11/13/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with finished basement,rear screened porch, front covered porch and breezeway with accessory two car garage as applied for. The certificate is issued to Esteves Holding Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0054 5/13/2020 ELECTRICAL CERTIFICATE NO. 43214 5/19/2020 PLUMBERS CERTIFICATION DATED 6/12/2020An Koriko O ho ' e Signature of Fat TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • � ; 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#: 43214 Date: 11/13/2018 Permission is hereby granted to: Esteves Holding Corp 80 Sunset Ave Selden, NY 11784 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 53559 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 61.4-9.3 Pursuant to application dated 10/26/2018 and approved by the Building Inspector. To expire on 5/14/2020. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,180.00 Total: $2,230.00 h 1-_" B iIding nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 1 765-1802 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$15.00 Date. 10 l S h C� New Construction. Old or Pre-existing Building: (check one) Location of Property: � e,- A-44 I n ple,Z4 :72✓`PI C04 I Nq House No. Street Hamlet Owner or Owners of Property: -1-P l�'"� C� Suffolk County Tax Map No 1000, Section 1 Block Lot �? , Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ n� J�pplicant Signature Certificate of Compliance ................ ................................................ .. .................... ......................... .......I................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ..................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by KC Anderson Electric Esteves Holding Corp. PO Box 16 53559 Route 25 Miller Place, NY 11764 Southold, NY 11971 Located at: 53559 Route 25, Southold, NY 11971 Application Number#: 20-67005 Certificate#: 20-67005 Electrical License#: 4722-ME Section: 61 Block: 61 Lot: 4 Building Permit#: 43214 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/Garage/ Basement/Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 19th day of May 2020 Name QTY Duplex Receptacle - 15 Amp, 120V 55 Exhaust Hood -20 Amp, 120 V 1 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Service Disconnect-200 Amp, 240V 1 Dimmer Switch - 15 Amp, 120V 26 Exhaust Fan - 15 Amp, 120V 3 Dishwasher Circuit-20 Amp, 120V 1 Flourescent Fixture - 15 Amp, 120V 2 Electrical Inspector: Anthony Giordano �'A VJPAL OVEDI�i�s .0= JUN 1 6 2020 This certificate is not valid unless raised seal is present. Certificate of Compliance ............................................................... ............................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .................................................. ............................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by KC Anderson Electric Esteves Holding Corp. PO Box 16 53559 Route 25 Miller Place, NY 11764 Southold, NY 11971 Located at: 53559 Route 25, Southold, NY 11971 Application Number#: 20-67005 Certificate#: 20-67005 Electrical License#: 4722-ME Section: 61 Block: 61 Lot: 4 Building Permit#: 43214 Name QTY ARC-Fault- 15 Amp, 120V 11 Boiler/ Motor(2) Circuit-20 Amp, 120V 1 GFI Circuit Breaker-20 Amp, 120V 10 GFI Receptacle - 15 Amp, 120 V 5 Incand. Fixture- 15 Amp, 120V 70 Meter-200 Amp, 240V 1 Oven Circuit-40 Amp, 240 V 1 Power Panel -200 Amp, 240V 1 Service Feeder-200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 4 Switch - 15 Amp, 120V 30 Electrical Inspector: Anthony Giordano .APPRvV�Do_ ,., ..... Tis certificate is not valid unless raised seal is present. Certificate of Compliance . .... ................................................... . ............................................................................ ........... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ...................................................... ....... ....................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by KC Anderson Electric Esteves Holding Corp. PO Box 16 53559 Route 25 Miller Place, NY 11764 Southold, NY 11971 Located at: 53559 Route 25, Southold, NY 11971 Application Number#: 20-67005 Certificate#: 20-67005 Electrical License#: 4722-ME Section: 61 Block: 61 Lot: 4 Building Permit#: 43214 Name QTY Timer Switch - 15 Amp, 120V 4 Electrical Inspector: Anthony Giordano ,0 VdCAL �APPRO��EDr o= °ind�imnmao�P. This certificate is not valid unless raised seal is present. 9 JUN 1 6 2020 � - G S Town Hall Annex Telephone(651)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF 13OUTHOLD j U H 1 2 2020 CERTIFICATION �)_c S'11�)_ Date: Building Pennit No. I Owner: S-IT- 77ye-S (Pleaseprint) Plumber. (Pleaje print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day 26 EISM MCCON dlyawYalk I "FV^SM I . .",' ,, - awAw in SdW C*uM CWWiWWn Emm Notary Public, —County �pE SOUIy TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 'INSPECTION [ ] FOUNDATION 1 ST [vf/ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRA TRAPPING [ ] FINAL [ ]-FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA�RpKS: 0vwt6Q �A;- 1 w� DATE 13 INSPECTOR SO f # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765.1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [/FRAM STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY _ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS: ofmi 04 i DATE INSPECTORYU 1 ue soulyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR t # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765'1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. " [ ] OUNDATION 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: o/ Co✓►,ko b 4r-6 A� �P /a,r A4,41 S � G� bwt,�z 6. �. Gly tevd,cjw�i�. �ut Ab I V . Alkwn4l ` DATE U? INSPECTOR SO(/lh°� _ # # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [✓J rOUNDATION 1 ] ROUGH PLBG. [ ] 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: DATE- Q 3 �8 /�' INSPECTOR ��OF SOUIyo # * TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [XFOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE_& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: irk tohf�dd N S "ovi 0 3116bq . v v . DATE v� INSPECTOR SOF sol/f * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION ' - [q/FOUNDATION 1 ST�"e/ [ ] ROUGH PLBG. [ ] 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: DATE q011912le INSPECTOR "lix) Robert J. Higgins Architect 50 Hidden Acres Path i/Vadinrg River, NY 11792 631-208-3351 Email: Rarchibob r Aol.com October 24, 2019 T v i%vii Of SOU, LIIILL Building 11-11 meat 53095 Route 25 PO Box 1179 Southold, NW 11971 RE: 53559 RLC t.2..5 Southold, NY This letter certifies that the plumbing system for the above Project held the water pressure without leaking in the system. Oinccrely ,; y/ .'S'jT Robert Higgin' Architect JUN 1 2 2020 f '�f nobert I Higgins Architect 50 Hidden Acres Path Wading River NY 11792 631-208-3351 Email: Rarchibob ,cr;Aol.com October 24, 2019 T own of Southold Bui Wing Department 53095 Route 25 PO Box 1179 Southold, NY 11971 1D E. S.jJ 55 -'l ILLI. 25 OU Lliold, 1V I This letter is to-certify that ars October 23, 20.19, Robert Higgins Architect made a visual inspection of the insulation at the above residence and hereby States that it conforms to the IRC code of 2015 and [ECC code of 2015. ED Sincercly� SRC Robert Higgins Architect 01, Q! i�°'aAiJ JUN 1 2 2020WMIDING!DE FF. 3 ^y�7 C 0-1119"N OF 'OWN OF SOUTHOLD BUILDING DEPT. 765-1802Q INSPECTION - N 1ST [ ] ROUGH PLEIG. N 2ND [ ] INSULATIOWCAULKING TRAPPING [ ] FINAL & CHIMNEY ( ] FIRE SAFETY INSPECTION "-- JT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION (ROUGH) [ ] ELECTRICAL (FINAL) " TION [ ) PRE C/O jr fi Building Envelope and Duct Tightness Report o=,: 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 rF Address of Test 53559 NY-25, Southold NY 117971 Test Date 3/31/2020 Building Permit#: 43214 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 0 Conditioned Basement Basement 1542 13878 ❑ Conditioned Crawl Space 1St 1542 13878 ❑ Sealed Attic 2nd 1463 13167 *The conditioned floor area of dwelling is calculated in 3`d 0 accordance with ANSI Z765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume ' 40923 CFM @50 pa 1393 Air changes/hr@, 0 pa 2.04 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Condition Space •------------------------- Floor Area 1542 Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance: Exempt System-2: 2nd Floor Duct Location Attic -------------------------- Floor Area 1463 Leakage CFM @ 25pa 57 CFM/100 ftz CFA 3.90 Code Compliance: Pass System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft 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 bythet2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: _sl51 Christopher Silvia,Home Energy Solutions • • • • COMUMNTS FOUNDA '•------------------------- A Mll , `'' * Moll . � �� ROUGH FRAMING& W rNSULATION . . will '01 STATE ENERGY CODE TV70:1A,0� 0 710- rdlwl on AMMAN ffud'�9-R.61w, !moiADDITIONAL _ _ _ .,� ;,�, �► COMMENTS . . 1 l 'MCIX1.0 W. , 4 ME ml NWRAWNRA 'Kallo 17 r/ .S TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. qz a? Septic Form -N-Y-8-B-E-C. _T &tW C.O.Application Examined 3 20 Mjl 46,06_ Single Separate Truss Identification Form Storm-Water Assessment Form Contact:Ret) CVJQGk Appioved 20A Mail to: Disapproved a/c A 3 Phone: O Expiration 5/14 ,20 D RUED V ding pector AID ATION FOR BUILDING PERMIT OCT 262018 Date I t� I ( � , 20 1 BUILDING DEPT, INSTRUCTIONS a. This liW letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ofdinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. W O v cI{h I AI ,Ae�P 1-4" I,a CM-A-, �_, Si nature k applicant or name,if a corporation) Z- Wvo�ch��1 1 I `7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �y�l n y �� (As on the Fax roll or latest deed) If appli ant is a corp ation, signature of duly authorized officer —z_ rJ-e ( ame nd title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location f land on which proposed work will be done: House umber Street Hamlet f - t County Tax Map No. 1000 Section lock' y Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S, „ stil 1 uhe I 1 3. Nature of work(check which applicable): New Building "� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars A- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 61 7. Dimensions of existing structures, if any: Front _Rear Depth — Height Number of Stories — Dimensions of same structure with alterations or additions: Front Rear — Depth Height NumbeFKSTories,' UL 8. Dimensions of entire new construction: Front (161-1Reark V ULL Depth L! Height �:-;c---) !J I Number of Stories 9. Size of lot: Front Rear Depth `� , 0�7 1 10. Date of Purchase oP� I 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 �L/ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO ✓ 14. Names of Owner of premises 1_i-o I F I n y_ G-oy-P Address P o Y5 J y 17i,4elden Phone No. }�� ' M,�"" 'ga'"�Phone No (� 12--9 3 I Name of Architect b�2 rL-I-- �;G , „ < Address �,ter,„., rz,��, Name of Contractor-1^w, „ CIAL :IJeILA dhone No.(/51 9 o t' `7 X19- 3 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 r/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ,�1 I L- inn` \-e f, �, being duly sworn,deposes and says that(s)he is the applicant Naive o individual signing contract) above named, (S)He is the -2 h (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therrwIth. Sworn to before me this • 'r•,TQ day of cWuber 20 r8 ± NOTARY " PUBLIC ' c ; 10/23/2018 TUB 9124 FAX ®004 Scott A. R�..�.ssell. L °g`I�� STS1R..I��l WA\T K SUPERVISOR IMCA\ G �7 A\GI�M�)EI�'7C 30U7'HOLA TOWN MALL-P.O.Dox 1179 ' 3309SMainRoad-SOUTHOLD,NEW YORX 11971 Town Of Southold CH"fER 236 - STORMV'VATER MA.NA,GEMENT WORK SHEEN' Novo 5 zajS (TO BE COMPLETED BY THE APPLICANT) �-'� ---•—Vii.-��.r........_.............. ............. _• .._�...._.�.. -....... _.�:."'=..__;:_''«_.:..._...._._..._.. ::... �.. •':1� .... .. DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: II Yes& oc W All THAT AWLY) i� , ❑ A. Clearing, grubbing, grading or stripping of land which affects more } 1 than 5,000 square feet of ground surface. B, Excavation or filling involving more than 200-cubic yards of material within any parcel or any contiguous area. ❑[�l C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑jo D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ - E. Site-preparation within the one-hundred-year floodplain as depicted on FIRM Map of',any watercourse. F.. Installation of new or resurfaced impervious surfaces of 1,000 square I 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. U you answered NO to all of the questions Above,SMPI Complete the Applicant section below with your Name, Slgpaturo, Contact Iniormation, Date & County Tax Map Numbed Chapter 236 does not apply to your project. If you answered WA to one or more of the above,please submit two copies of a Stormwater ld&nagamtot Control Pan and and a 4or4 oted Check List Forst to the Building Department wlt5 our IluildinQ permit Application. APPLKAtV7 a (Property OwrAr,Detpn prcfaWono'k Agent,Contractor,Other) S C T.M. low Dates HAML /1 0 10 cflon Ixk �- r "Won FOR BUILDING DEPARTMENT USE ONLY c�xt tw7ror,cprlera �0�7 \1--1`1 t-1 l t-i;� ' Reviewed By: PropertV Address/Location or Cos Hutton WorkRDOLIC� ; _ _ _ _ _ _ _Date _ , ^ — _ — ��? L....1 m�YINE] Approved for ProcesAng Building Permit. Stormwater Management Control Plan Not Required, 0 to ► ` Stormweter Management Control Plan lu Required (Forward to Engineering Deppriment for Review) FORM ' SMCP-TOS MAY 2014 [`Pwrrry 0ma.Desgnhoresi�naL 1(wb O.arrn..Ote.tl S.CT.M.•: 10� o�' CHAPTER 236 - 'yf a1j' Stormwater Management Control Plan CHECK LIST NAME to a� j\l sera+ Brock L* S M CP -PhnRequiremeats Provide ONE copy of the Building Permit AyPlicatM. �-►� $ ala The applicant must pmvide a Complete Explanation and/or Rexsm for not providing y`1 14 1 n 1 all Information that!mss leen Required by the following Checklrstl L Site Plan drawn to scale Not Less that 6Q to the inch MUST n0 NA If You answered No or NA to any item, Please Provide Just ificztion Here! L A if you need additional room Yna or explations,Pkase Provide additional Paper. show all of ibe following items a. Location&Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural&Mari Mem Features within 500 of the Site Boundary as required by§z3&-rn= i d Tei Hoie Data lndicaung Sou Ctwacterlsti s&Depth TOGror:nd water. e. Limits of Clearing&Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site Hrormm$leterwW P�� �J6E V g. Location of all existing&proposed structures.roads, driveways.sidewalks,drainage Improvwtents&utilities. h. Spot Grades&Finish loot blevations for all existing& 0`" ' -'v proposed structures. L Location of proposed Swimming col and discharge ring. NO oaf — A0 U L j Lncauon of pr sed Soil Stockpile L Location of proposed Construction EntrarmtStagtaa AMU DRAINAGE INSPECTIONS L Wcation�of proposedconcrete washout ar�s1 m.Locat ten of all e+os)w&sediment control me autrs 2. Stormwater Umnetr3ent Castrol Pratt num include ChkvWbm stiow%�¢ o Lode. that d--stormwaier wo0mvernents are sized to caps Mswm and infiltrate cn-sge the run-off from an tmpa-viow surfaces generated by a two M Imb rainfall I storm event. Slid'! inUade but I rat bre Hinited-Tur- 3. ovails E Seetload Drawkvs for Stormwater practk=are required for appronL Items requiring details shall include but not be limited to well mainacnecl construction Entrance, a. Erosion&Sediment Controls. wire Bac a Sit Fencing, stabilization & P4 h Construction Entrance&Slit Access o i I c. Inlet Drainage Structures tog.catnh basins trench drains.etcJ d Leaching Structures (eg.infptrationbasins.svalas.etci " FOR ENGINEERING ARTMENT U— IDLY""` 1 Additional Information is Required H i Reviewed& 1 Stormwater Management Control Plan is Not Complete.N -' — - - - - - - - - - - - — — — — — — _Approved ft Stormwater Management Control Plan iS ComQlete• V\I SMCP has been approved by the Engineering Department. Date �. 9 == FORM ' SWCP Check List-TQS MAY 2014 o�S%004CAG BUILDING DEPARTMENT-Electrical�InspectWAY 3 1 2019 j 9� TOWN OF SOUTHOLD C= Town Hall Annex- 54375 Main Road - PO Box,1,179., Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richertCcD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � ,- Alp) Date: S 2� Company Name: Name: _ License No.: — email: FT� Address: Phone No.: s( - Z2 - JOB SITE INFORMATION: (All Information Required) Name: 740 Q1 Address: -off a Cross Street: Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: Block: BRIE,FDESCRIPTION OF WORK(Please Print Clearly) /Itll Circle All That Apply: Is job ready for inspection?: YES NO ough In Final Do you need a Temp Certificate?: YES/ NO Issued On Temp Information: (All information required) q 3 Ph Size: A #Meters ( Old Meter# Service Size Zcvp� New Servi - Fire Reconnect- Flood Reconnect-Service Reconnected Undergroun -Overhead #-Underground Laterals 1 2 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 011 82-Request for Inspection Form As rD oco ���I� /C_ t,AtEFQI�-c BUILDING DEPARTMENT-Electrical4nspect AY 3 1 2019 ; TOWN OF SOUTHOLD �¢ • ---'re�vn Hall Annex- 54375 Main Road - PO Box.,,-117,9,.':'_. T. �• Southold, New York 11971-0959 - , Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richertCaD-town.southold.ny.us APPLICATIONFOR ELECTRICAL INSPECTION REQUESTED BY: Date:7WV M-7 S 2� Company Name: Name: - , License No.: — email: � ! •G� Address: 14—A-22 Phone No.: JOB SITE INFORMATION: (All Information Required) e Name: O(il Address: �o�' Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: e BRI 'D/ESC IPTION OF WORK(Please Print Clearly) UV Circle All That Apply: Is job ready for inspection?: YES NO ugh In Final Do you need a Temp Certificate?: YES/ NO Issued On Temp Information' (All information required) Service Size 0C 3 Ph Size:-:Z�) A #Meters Old Meter# New Servi - Fire Reconnect- Flood Reconnect-Service Reconnected Undergroun -Overhead #Underground Lateralsr'-11) 2 Pole Work done on Service? Y N Additional Information: w, YMENT DUE WITH APPLICATION m.�d 82-Request for In tion Fors s`� C yj� ' 4 �vsfFat'r oo BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # 5 Ll(o Date 3"Y%L 3 , 2019 Customer Name ,s in Electrician Name ndln�wE k. Address355 �� Phone 51 ( - e-mail e-mail KC de.,r6o ete )'C G't �m Phone (OBI— 0105 _ I LI 55 License# y Size �O hA Phase�_Overhead Underground X #of Meters Remarks Ncu) #of Underground Laterals 2 New X "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days fro he date above. Authorized by2? Town Hall Annex �. Telephone(631)765-1802 54375 Main Road :� Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 �. • - - -•- - -- - - ---- -- - - .B�J�LDIL�LC��A�RTM�NT- --- 'A - ---- - NOT tGE OF UTILIZATION OF TRUSS �COr4-STRUCTION, PRE-ENGINE-ERIsD ' WOOD CONSTRUCTION AN'' 7W,.,TI I§ER CONSTRUCTION Date: O Wn9r;•;-� � ' -•i�i��-C.v�li1 �-/:Q t n - �(3-�-, - .. - t Loca 'on=oProperty: , �-i ; .$ In ��lli;�, " _saw o�`Q Please Oke'notice that the{ I� ctC,appll l te:llt ea: , ,. yJ New commercl211. I tri tl' #acture' �4Q'ddition to' ,�'' m al'o ` t ` _ - ex�iS�r��'eom �r�'t rwresidential s rirc�ture: I• ' :- , .'.7• �• v.' r Ilhabilita#ip . ;2in existing; ,eirpercial or reside� 9,tfruct�rc to be,pGtPstrue '&ibc,-performed at the subject property reference above wiII t�11 (check applicable-,.lihe}- �:• , . Truss'•tyo*lnstr.-uction (TT) c . d t• .f , Pre-engiat'e`t'ed'tt cr,is,ruc#ion (PW). . Timber construdf h V. in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and;roof framing;(FR) Signature: Name (person submitting this form): ,,.,,, Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 \ I TOWN OF SOUTHOLD, NEW YORK DATE ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2843 by application Dated June 10, 1981 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mr. Robert W. Gillispie III as agent for Appellant Phebe M. Bridge Estate at a meeting of the Zoning Board of Appeals on August 6, 1981 the appeal was considered and the action indicated below was taken on your aX Request for variance due to lack of access to property N.Y. Town Law Section 280A ( ) Request for a special exception under the Zoning Ordinance (}(g Request for a variance to the Zoning Ordinance Art, III, Sec. 100-31 I. SP�L� l � xaX ( ) be granted ( ).be denied-pursuant:xo..Article .................. Section .................... Subsection ................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because Application of Phebe Ni." Bridge M5< ate., c/o "Robert W. Gillispie III as agent, P..O.._;Box,i"l'LL-4.jaa>Zst?ho1.d, -MY 3197.1., Tor a Variance to New York 'Town M--aw.,,1Ra n;,08.0A,.-Suhse=.t=n :3, and for a Variance to the..Zoning,-rQzfism(atroe, "Article ..III,. Section 100-31 for approval of insufficient.-ar-ea of proposed Parcel No. 1, approval of insufficient area and width of proposed Parcel No. 2, approval of access of three proposed parcels at the south side of Main Road, Southold, NY (R-O-W off south side of Main Road, west of boundary to Burns Real Estate) ; bounded north by Dubovick, _ Hagerman, Town rif Southold, Burns and S R 25- west by Schnei- der; south by Bridge; east by Cummings, Scott and Methodist 2. 4 �xfir t>� ahxdfxiGfCXu [dSe�seFi3535�6{ (affte16f {i�tXiJi � X( xuce practical difficulties or unnecessary haiKIf8R3S�CX Church; County Tax Map Item No. 1000-61-4-2 and 9. (SEE REVERSE SIDE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE SIDE) (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVERSE SIDE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. CG:lk ZONING BOARD OF APPEALS FORM ZB4 Appellant by this appeal seeks: (1) approval of access to two parcels in a proposed minor subdivision over a 20-foot wide right-o£-way labeled No. "3" on survey mapped April 21, 1981 submitted with this appeal; (2) approval of insufficient area of each of the two parcels, 27,546 and 28,475 square feet; (3) approval of insufficient width of Parcel No. 2, to wit, 127.11 feet. Parcel No. 1 is improved with a two-story framed house and accessory garage. Parcel No. 2 is vacant. In considering this appeal, the Board determines that the variance request in relation to the code requirements is not substantial; that the circumstances herein are unique and the practical difficulties have been shown; that the grant of the variance would not produce a substantial detriment to adjoin- ing properties; that the difficulty cannot be obviated by a method, feasible to the appellant, other than a variance; that no adverse effects will be produced on available govern- mental facilities of any increased population; that the relief requested wil3 ;be an harmony with and promote the general purposes of-the:-zoning code, and in view of the manner of which the dif£i'cuYty arose, the interests of justice will be served by allowing -the variance. Dn,msal-lon ib„y. Mr. Goehringer, seconded by Mr. Douglass, it -RESOLVED,,-'that a variance be granted as applied for in Appeal No. 2843, application of Phebe M. Bridge Estate, SUB- JECT TO THE FOLLOWING CONDITIONS: 1. That Lots 2 and 3 as labeled on survey mapped April 21, 1981 submitted with this appeal, be combined as one; 2. (a) That such access road shall have a width of not less than 15 feet and shall be cleared of all trees, brush and other obstructions to a width of 15 feet. (b) That such access road shall be improved in EITHER of the following two methods: (1) Surfaced with a minimum depth of four' inches of packed three-quarter inch stone blend so as to afford access for emergency vehicles. Such stone blend may be either applied to the ground surface and shaped, or the surface may be excavated to permit the application of packed blend to a depth of four inches; OR I (2) Shall have topsoil removed to a depth of eight inches and then filled with eight inches of a good grade stone and sand bank run. The surface shall then be covered with a layer of two to four inches of three-quarter-inch stone blend, or in the alternative oiled with a minimum of 4/10ths of a gallon of road oil per square yard. (c) No building permit or certificate of occupancy shall be issued for the construction of any buildings or structures on the premises to which this access is referred until all of the conditions set forth herein have been complied with. (d) Where the terrain of the land over which such access Action of the Zoning Board of Appeals Rendered August 6, 1981 Appeal No. 2843 - Phebe M. Bridge Estate road is traversed is such that drainage problems may occur, the applicant shall be required to have constructed such drainage facilities as may be recommended by the Town Engineer. j (e) That the access road be approved by the Town Engineer, Town Building Inspector or Board of Appeals as to i meeting the-above requirements. I 3. That -this-matter is subject to referral to the Suffolk County Planning Commission pursuant to Section 1323, et seq. of i the Suffolk.'County:'Charter. 4. That this-matter is subject to approval of the Southold Town Planning :Board_ Mocation so£rProperty: :Right-of-way off the south side of Main ?Road„: utL-alz a„ `M-Y; 'Parcal 1'OA'0-61-4-2 and 9. Vote of:the.:Board: Ayes: Messrs. Doyen, Douglass, Goeh- ringer, Sawicki and Grigonis. APPROVED fd le, ,chairman Board of peals - RECEIVED AND FILED BY THE SOUTNOLD TO`'rld C sub J DATE,(4//Y/ HOUR 7"'3641n TO Clerk, Town of S old •urr'�• '.tf� `'"�qA a`y'iti_e.T .''.'•"'x''c`= .,a; "��`�%; .i.:`:'� i ;"Y,,.ti- x""' t:r=�.{.a.- '•'" ,i ..� �. -y'�*�•,y �' .i�;::�r'xi}-�4', £ { I'�`''-' .:.:i'.i .Yt`'t � .s,'a 'a.tf•`"a ``;;::�`'.',ai�r '��if.{*a r _ x .2- T � V'S L D S T. � Y Southold, N.Y. 11971 HENRY E. RAYNOR. Jr.. Chairman TELEPHONE 765-1938 JAMES WALL BENNETT ORLOWSKI. Jr. GEORGE RITCHIE LATHAM. Jr. William F. Mullen, Jr. December 30, 1981 Mr. Robert Gillispie, III The North Fork Agency North Road Southold, New York 11971 Dear Mr. Gillispie: At a regular meeting of the Southold Town Planning Board, Monday December 28, 1981 the following action was taken: RESOLVED that whereas, a formal application for the approval of a subdivision plat entitled "Phebe Bridge Estates" , minor subdivision was submitted to the Planning Board on May 28, 1981, and an application fee of $50 was paid October 5 , 1981, and WHEREAS, a public hearing was held on said subdivision application and plat at the Town Hall, Southold, New York, on December 28, 1981 at 2: 15 p.m. , and WHEREAS, the requirements of the Subdivision Regulations of the Town of Southold have been met by said subdivision plat and application, NOW, therefore, be it RESOLVED that the application of Phebe Bridge Estates for approval of said subdivision plat prepared by Roderick Van Tuyl, P.C. dated April 21, 1981, and amended September 25, 1981, be approved and the chairman be authorized to endorse approval on said subdivision plat, subject to meeting the requirements of 280-A of the Town Law and the following six conditions: 1. All stormwater runoff resulting from the development and improvement of this subdivision or any of its lots shall be retained on the site by adequate drainage structures so that it will not flow out into the right-of-way of Main Road or directly into the drain. 1. conditional approval 2 pages ROBERT GILLISPIE, III (2) DECEMBER 30, 1981 2 . No sanitary disposal facility shall be constructed or in- stalled within one hundred feet of the center line of the drain. 3. Erosion and sediment control measures shall be required during and immediately after construction on each lot to insure that stormwater runoff will not carry eroded and other deleterious materials into the nearby drain. 4 . No lot shall be subdivided or its lot lines changed in any manner at any future date unless authorized by the Town of Southold Planning Board. 5 . Approval of this subdivision shall be made subject to the subdivision' s meeting the requirements and standards of the Suffolk County Department of Health Services. 6 . The above conditions shall be filed as covenants and re- strictions in the office of the County Clerk on or prior to the granting of approval to this subdivision. Upon receipt of three (3) maps indicating the above within 60 days the Chairman of the Planning Board is authorized to endorse approval of said subdivision plat. Yours very truly, HENRY E. RAYNOR, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Susan E. Long, Secretary I I MAIN !STATE] 0040 MIN012 SUBOlVISION MACE F7c2 00C L Nj 2 SOUTHOLD i N 0' Sc r-r+xk CxJTY, Y. I r4 N C N (_ II - 0 o S a r , NSJ36'E I _ 14.71 Scale:50'-t, 1 d N Area 1 SOT nerve PAC­—OMAN fV �I 1 UI a +rrornun+e rrh D / •, N60°36'?A'E - 1450 c; "!O • ✓ i 0 30 A r i i 1 � p ' ,90� w s ��i• I t,f C70"9�30 E - ,-72.59 N 61'28.30 E. L 4190 U' I 0 -too- � N.br•2850'E � ,counos�.,v ,D .I 38,079 6gfi'.y 7789 N--'� -- eonezo„v�az�r.•'• ��_" ZO'- $ 1, Ge..•--fs...nr.......i.,..m 1 s 60-36'90 w } G. Bt210GE - sufjottcc«�„ j raxMo�o.ergnafron h 0,s+1000,5ect 061,81k 4, • 't6 9 No toy�o Fx furfher eu6dividd; � OO,rfu„5 frdrr S,tf.Co D P.W.wrial; Wal.,e„pply i swm.9e d4-OW ey340.0 wkt irrr{ MNNA Oejrt so—'s- ZS,'/981 ; A PA �I ,res o t�a f `pLA6jNJ GiOARD neom,ed April el,r-est Dl• r --'/ - "j; �-��'IOV4�AI�'Q�`_•"C=E;�:1��LD . Ac VAN 7Uvt_.,PC. DATE icensed[.arrd$urr�ors LocnrloN MAP ,aenpf n n>asw Yor>� ` VMS: 1. All storm/ater-runoff resulting from the development and improvement of this subdivision or any of its lots shall be retained on the site by adequate drainage structures aD that it will not flow out into the right-•ef�my of Main Goad or directly into the dram. 2. No sanitary disposal facility shall be constructed or installed within too feet of the center line of the drain. 3. Erosion and sediment control measures ah-11 be required during and immediately after construction on each lot to insure that stormrater runoff will not carry eroded and other deleterious materials into the nearby drain. 4. No lot authorized shallby be eTsun of or Its lutlinew ing Boardohanged in any manner at any future date unless 5. Approval of this subdivision shall be made subject to the f Health Services.meeting the requirements and standards of the Suffolk County Department of Health Services. 6. The above conditions shall be filed as oovemante and restrictions in the office of the County Clerk on or prior to the granting of approval to this subdivision. k.n 1. endorsed map 1 page Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,August 06, 2019 8:57 AM To: Richter,Jamie Subject: RE: Stormwater Ok,thank you. I am releasing the Youngs Ave. (64-1-3) project today and] am also going to release an amendment to BP #43214 (61-4-9.3) Esteves Holding Corp. From: Richter, Jamie Sent: Monday, August 05, 2019 4:00 PM To: Nunemaker, Amanda Subject: RE: Stormwater Yes for now. When I get caught back up we will stop doing this. yar� ao K"al, James A.Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold, New York Stormwater Management Control Plan Website: http://www.southoldtownny.,gov/index.aspx?nid=l 95 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. It you are not the intended recipient, please contact the sender and destroy all copies of the communication. From: Nunemaker, Amanda Sent: Monday, August 05, 2019 3:56 PM To: Richter,Jamie Subject: Stormwater Hi Jamie, I just want to confirm that we can release the building permit for additions/alterations at 560 Youngs Ave. Ann Surchin brought in the stormwater application and plans today;they will be sent over to you tomorrow. She said she just spoke to you and that you stated it would be okay to release the permit. Please confirm. Also,there an application in for a new dwelling on Fishers Island (9-6-8.1). We had sent the stormwater to you on July 9th. May we write the permit for this now or would you like to see this? 1 CENTURY 21, FINE ESTHOME ESS Albertson Realty May 29, 2020 Town of Southold Building Dept. PO Box 1179 Southold,NY 11971 Re.: 53559 Main Road Southold Dear Connie, Please find enclosed final documents for subject premises being submitted for final CO. Thanks, Jerry 631-404-2507 k MAY 3 0 2020 CL 18.6 LL 7d.z ..v' / MQN - Z ' 15.0 254.22 3 Z S 60036 ' 30 " 11 EL 17.7 EL LAND N/F OF GEORGE BRIDGE I #365D WELL OVER 150' / TYPICAL SILT UP SCREEN SECTION GEOTExTILE FABRIC TYPICAL DRYWELL CROSS SECTION SUPPORT POSTS (CONC. PRECAST COMPONENTS) WOOD OR METAL FLOW DIRECTION t 6' SLAB FOR NON—TRAFFIC BEARING, 8'SLAB FOR TRAFFIC BEARING EXCAVATED AND HEAVY DUTY APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE BACKFILLED TRENCH MIN. 4' DIA. COVER TO GRADE JO EXPANSIONNGS ` PITCHED 1/8% MINA1' PITCHED' DLA. EXISTING GROUND 50' MIN. BUT u I I O K ® ❑•❑ 1:10 V_-I, SEDIMENT ON SITEE] El ❑ lHAY BAIL AND OR _ 4' —I- II - � 2' MINIMUM SILT FENCING ' Z w LU ' APPROVAL OF STORM ER MANAGEMENT CONTROL PLAN -To n ode Ch t 6 Z D (NAGE INSPECTIONS ARE REQUIRED Date: G,Z. : N Co act TOS Engineering at 765-1560 before proved by: Sac fill, OR Provide Engineer's Certification DRAT CALCULATIONS: o ' Q 3MIN. 8' tha the drainage has been installed to Code. LL, COLLAR BACK FILL MATERIAL TO BE or.-:314' CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED - � STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. CLEAN SAND AND GRAVEL DWELLING W/CO RED PORCHES = 2045 S.F. „ 2045 x 0.166=339.47 < 340 C.F REQ. I FILL TO 18 (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED ELEV. 22.5 PROPOSED DRIVEWAY = 1200 S.F. DR BROWN EROSION &SEDIMENT CONTROLS 1200 x 0.166=199.2 < 200 C.F REQ. O L SANDY LOAM �.5' Shall include but not be limited to: (1) 8'DIA x 5' DEEP DRYWELL=221 cf PROVIDED ._ A well maintained Construction Entrance, _ • BROWN Wire Backed Silt Fencing, stabilization & THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOO -�J SP LOAMY SAND 4 Seeding of exposed and/or-inactive soils. - - 'z TYPICAL CLEAN OUT 3.8' LOCA 77ONS SHOWN ARE FROM FIELD 09SERVA 77ONS REVISED 05-07-18 AND OR DATA OBTAINED FROM OTHERS CHANGE HOUSE 03-02-11 SLATE OR STOPPER END BROWN PALE AREA: 38,062 S.F. OR 0.87 ACRES ELEVATION DATUM. ASSUMED SUITABLE COVERMEDIUM � ; UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY OR PLUG TO MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7H£ 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION COARSE LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. SW SAND THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE" NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADD17IONAL S77?UCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED T0: ESTEVES HOLDING CORP.; 30o ELBOW MAP OF: ADVOCATES ABSTRACT INC.; FILED: COMMONWEALTH LAND TITLE INS. CO.; 60� WYE SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC NO WATER1 7SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design FL O W— P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (831) 298-1588 8-19-06 FILE #26-76-2 SCALE:1"=20' DATE: DEC. 14, 2007 N.Y.S. LISC- NO. 050882 maintaining the records of Robort J. Hennessy & Kenneth M. Woychuk LEACHING O � POOL I I LAND N/F OF WALLACE �-- CHURCH \ I PUBLIC WATER LLJ � I � PROPOSED LEACHING OLHtNG CQ 7�� STAGING AREA 1V 6128'30" Q � AND CONSTRUCTION LJ E EL 2 �BRON ENTRANCE IS 60036930" W 172.59' "PIN 41 .90' L/1 EL 4.4 EL 16.5 _ J EL 23.3 cz J 1— J � y - - PROPOSED LIMIT EL 20.5 m OF DISTURBANCE f W U P. \OAO CONCRETE WASH OUT AREA \ }' �Z END \� I IN BED OF PROPO ED DRIVEWAY. Se J QASPHALT A\R S+e (p PROPOSED SOIL EL 0.0 O o < • J PROPOSED Raj STOCK PILE AREA T EL 23. 8'DIAx5'DEEPF J I DRY WELL `t '` , Ow W 3 O � 0m O PRO OSED PROPOSED 1 z a i \ / EL 22.6 DR N AY f \ / DRY WELL O EL 22.5 I \ EL(24.0) Z N ( ) 109.8' O� EL 24.0 6.6.... ///' x VACANT - - - - - ,;:.......:.• / 1, Cn 1 `J0' I 6.0' ' :17.0'': 00 SCREENED I C 50' PORCH' N 6128 0" E } 4 BEDROOM SYSTEM ... '" :: FE.1.1 E (2) 8'DL4x6' DEEP L.P = :::::::::PROPOSED':' ]9 8 17.89' X ice:......::.: 4 BEDROOM:-'-'- EL 1,250 GAL S.T. p (D :':':':':':':':'•'2 STY. FRM.*'X::*:10.5'x' EL 21.5 L,P, C c�:•...•.•.•.•.:•._.W C IEL EL 15.5 1n WICELLAR�., o :....::.. .. S.T. L`' OU 'FFL EL 25.0 I x w 3.0 ..' ... p� ... .... :.:. ............::.•::.•.•:.•.•.•:.•.•.•.•.•.•.•.•.•.•.�:.: 4 EL(21.5) EL(22.0) EL 17.0z O_ CELLAR ENT. PROPOSED LIMIT -. H CrJ PROPOSED OF DISTURBANCE f C12 1 No RY WELL L� w W r 0 C\2r \r/ M ���CE D Q m 20.0 ---1 (21) SILT FENCE LL_ a I0 O CL 18.6 EL 18.2 EL 18.2 SO' I EL 15.0 � MQN Z �+ �+ c� 254. 22 ' o I S 60036 ' 30 " 1► EL 17.7 EL 15.0 z NYT LAND N/F OF GEORGE BRIDGE / I #365D WELL OVER 150' U•P TYPICAL SILT SCREEN SECTION TYPICAL DRYWELL CROSS SECTION GEOTEXTILE FABRIC (CONC. PRECAST COMPONENTS) SUPPORT POSTS WOOD OR METAL 6' SLAB FOR NON—TRAFFIC BEARING FLOW DIRECTION 8" SLAB FOR TRAFFIC BEARING HEAVY DUTY EXCAVATED AND APPROVED INLET PIPE GST IRON FRAIIF urn APPOCA cn rn m rT n,nr AACKFII I Fn TRFNrH S.C.T.M. NO. DISTRICT: 1000 SECTION: 61 BLOCK: 4 LOT(S): 9.3 #RO-10-06-0093 EXISTING WATER MAIN JUL - 3 2019 TMAIN ROAD (S.R. 25) RTjMDU�GDFP' : N 80 0'0,0" E _nn TOWN OF SOUTHG1' 167.51' IW 0 WELL IN HOUSE -5e+ 0 ., M PROPOPSED WATER SERVICE \ cO0 360' TO WATER MAINI a ~ 1° METER TAP dt 1 1/2" S PPLY LINE (PLASTIC PIPE)\ LEACHING POOL ' 0 jarCce- -r&f)d4diA1 C� POOLLEA0flNG � LAND N/F OF WALLACE CHURCH rI Cal" z ' I CQ \ PUBLIC WATER I 2 I I 0 Q LEACHING qLLI ' z STA�GI"�EARIA \ I N 6128'30" E w I EL 2 I ENDMco ESTRucnoN S 60036'30" W 172.59' S } I ' I " 41.90' rn e F- I EL 4.4f EL 23.3 EL 16. CA Gh u+ it < U.P. '�-- -- rn PROPOSED LIMIT EL 20.5 CA DO p F DISTURBANCE t 0 Q �OpOS� (22.0) :::i::':::: :::::i 116.4' J pJ® - QEND \R S I ;: FOUNDATION' ' EL �.O o V<i f CONCRETE WASH OUT AREA •fRI�JL PROPOSED LOCATIONM:;:C Li 23.6 IN BED OF PROPOSED DRPVEIM \T44TTf DRNEWAY 07-01-19;;N " i O 73.4' TFND,.26,3;:.: U- o I ::::::::: ` Z a 8'DIAx�'DEEP (22.0) DRY WELL I (22.0) :.: 8'DIAx4'DEEP O EL 22.51 L \ EL(22.0) I DRY WELL Z -_ #EL 22.6 _- / 109.8 CA % _�EL(23.0) VACANT SCREENE 150' I 50' PORCH N 81°28 0" E 4 BEDROOM SYSTEM = ;:: EL 19 8 17.89' FE.1.1'E (2) 8'DIAx6' DEEP LP �.;;;;:;:;:;;•;• x- 1,250 GAL S.T. FOLirllivangN:;::'::10.5'' PROPOSED SOILI EL 11.5 f/) L.P. :::LOCATION:;';::::•:;.•:•:•:•: STOCK PILE AREA EL 15.5 EL 21.5 ? ':03-27-19:::::::::::::�;:::: iV S.T. M K 8 L.P. 41.0''i: iP Z O I EL(21.5) EL(22.0) EL 17.0 O Z ^ Ir- CELLAR ENT. PROPOSED UMIT V 8'DIAx4'DEEP OF DISTURBANCE :L--\ Ln - - _ --- -- - - - - - - - RY-WELL w - = - - -- - I c1t CE I < Q SII1 CQ \ / .Z -) o LL- ,.z 120.0' (21) SILT FENCE p CL 18.6 EL 18'2 EL 18.2 SO' EL 15.0 Ga z ' S 60036'30" W 254.22' z EL 17.7 EL 15.0 I NYTLAND N/F OF GEORGE BRIDGE / ELEV. 22.5 e N D WELL OVER 150' DR BROWN U.P. 0 L SANDY LOAM 1.5' / BROWN SP LOAMY SAND 3.8' I _ PALE BROWN DRAINAGE CALCULATIONS: MEDIUM To COARSE DWELLING W/COVERED PORCHES = 2045 S.F. SW SAND 2045 x 0.166=339.47 < 340 C.F REQ. (2) B'DIA x 4' DEEP DRYWELL=354cf PROVIDED PROPOSED DRIVEWAY = 1285 S.F. 1285 x 0.166=213.3 < 214 C.F PROPOSED GARAGE = 600 S.F. 600 x 0.166=99.6 < 100 C.F \ 314 CF TOTAL REQ. NO WATER 17' (1) 8'DIA x 8' DEEP DRYWELL=354cf PROVIDED - 8-19-06 GARAGE FND. LOC. 07-01-19 FOUNDATION LOC. 03-27-19 ADD GARAGE 02-27-19 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 05-07-18 LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS CHANGE HOUSE 03-02-11 AND OR DATA OBTAINED FROM OTHERS AREA: 38,062 S.F. OR 0.87 ACRES ELEVA77ON DATUM. ASSUMED _______-----M- UNAUTHORIZED ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A VIOLA77ON OF SEC7ION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 774/S SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME.OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ESTEVES HOLDING CORP.; - MAP OF: ADVOCATES ABSTRACT INC.' FILED: COMMONWEALTH LAND TITLE INS. CO.' SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 410 P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588- FAX (831) 298 FILE # 2' 1-2 SCALE:1"=30' DATE: DEC. 14, 2007 N.YS. LI ;IO. 050882 maintaining the records of Robert J. Hennessy & Kenny ' 1loychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 61 BLOCK: 4 LOT(S):9.3 ^ #RO-10-06-0093 EXISTING WATER MAIN - . MAIN ROAD (S-.R. I( n 25) N 60;k%00,0"0'0,0" E 167.51' IW 0 WELL IN HOUSE v OLRM P4 .o J. PROPOPSED WATER SERVICE \ iT�\ 360 TO WATER MAIN i° 1" METER TAP & 1 1/2" S PLY LINE (PLASTIC PIPE)\ ACHING a ^� O M POOL TNG \ LAND N/F OF, WALLACE \ CHURCH \ I PUBLIC WATER C V) I PROPOSED �N LEACHING L W 'Zi STAGING AREA AND CONSTRUCTION N 61028'30" E r I I EL 2 /INN ENTRANCE S 6036'30" W 172.59' --J 41.90' J to EL 23.3 EL 16.5 "- o W J PROPOSED LIMB �I F DISTURBANCE t (22.0) Q 0 U.P. pR0 S --- PP�ROryP�OWSED E: 103.3' W CO Z END \p0\0 {y CONCRETE wA5'N XUT AREA ( `l '...::FOUIVDATION�� r \ N •q�R IN B OF PROPOSED DRIvtwAr. / ��: LOCATION:;'•': EL EL 23.6 DRY WELL N':TEND 25}: % 9 n O 86.4' :;:;2s.o';:;:`:: , � M � (22.0) (22.0) 1 z R rn I EL 22.6 '--, 8'DIAx4'DEEP o O EL 42.5 I \ EL(22.0) \ / DRY WELL 03 Z N I 1�a' 109.8 O % g -_�EL(23.0) o;:,i6.6':;: VACANT ------ - ;; I 6.0' "' SCREENED 150' t�;o';:::::::.:::•:;:;.; �o 50' , ,:' ,:.�- PORCH' N 81"28 0- E 4 BEDROOM SYSTEM = EL 19 8 FE.1.1'E (2)I8 DIAx6' DEEP LP 17.89 1 - 1,250 GAL S.T. :'' FOUNDATION::,;, :::•LOCATION:;:.:.::; 10.5'. i PROPOSED SOIL I EL 11.5 V1 B EL 21.5 L.P. ° 03-27-1s= I Srocu PILE AREA EL 15.5 o_ S.T. � :TEND 25.4:::::::'::::10 :• :� iV O,'• U 41.0':: w M o I EL(21.5) EL(22.0) EL 17.0 G Z PROPOSED LIMIT ~ M 8•DIAx4'DEEP CELLAR OF DISTURBANCEt � O� z 120.0' �� (21) SILT FENCE tp U- EL 18.2 EL 18.2 SO' 'EL 15.0 \ W CL 18.6 �4N Z S 60036'30" W EL 17.7 EL 15.0 254.22 g NYT LAND N/F OF GEORGE BRIDGE ELEV. 22.5 I #3650 WELL OVER 150' / u.P DR BROWN OL SANDY LOAM 1.5' BROLOAMY SP SAND I 3.8' - I PALE BROWN DRAINAGE CALCULATIONS: MEDIUM TO COARSE DWELLING W/COVERED PORCHES = 2045 S.F. SW SAND 2045 x 0.166=339.47 < 340 C.F REQ. (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED PROPOSED DRIVEWAY = 1400 S.F. 1400 x 0.166=232.4 < 233 C.F PROPOSED GARAGE = 600 S.F. 600 x 0.166=99.6 < 100 C.F 333 CF TOTAL REQ. NO WATER 17' (1) 8'DIA x 8' DEEP DRYWELL=254cf PROVIDED - 8-19-06 FOUNDATION LOC. 03-27-19 ADD GARAGE 02-27-19 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 05-07-18 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS CHANGE HOUSE 03-02-11 AND OR DATA OBTAINED FROM OTHERS AREA: 38,062 S.F. OR 0.87 ACRES ELEVA77ON DA77JM: ASSUMED _ UNAU774ORIZED AL7ERA77ON OR ADDITION TO 7741S SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 774E NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU77ON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 774E S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS• AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 774E TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ESTEVES HOLDING CORP.; MAP OF: ADVOCATES ABSTRACT INC.; FILED: COMMONWEALTH LAND TITLE INS. CO..' SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 26-76-2 SCALE:1"=30' DATE: DEC. 14, 2007 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S maintaining LISC. NO. 050882 the records of Robert 7. Hennessy & Kenneth M. Noychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 61 BLOCK: 4 LOT(S): 9.3 #R10-18-0054 WATER MAIN MAIN ROAD (S.R. 25) N 60°00'0,0" E 167.51' I 0 WELL IN HOUSE I O I \ O o O LEACHING POOL OLEACHING \ I � POOL LAND N/F OF WALLACE F' I \ PUBLIC w TER W I I 01 Ld I C� \LEA OIL G II z O I N 61028'30" E EL 2 IFN S 60°36'30" W 172.59' _ 41.90' Tfl EFL 24.4 EVERGREEN HEDGE \ EL 16. W J ELEC. Ln F_ ` METER EL 20.5 m U.P. I �, EL 25.0 W Wq„\ 116.4' �--- J Q I TSR SFR cwaEL EL 20. O N �Qlc� DRNEWAY ::'GARAGE:%::•� Y DR�.WELL \ :,:GF,25.5.;:,:N l� " p O73.4' ;:::;;; `::: LL_ m DI 23.3 \ ` c O) DRY WELL Z I � O Oil EL(22-0) ( 1 O g N I r 109.3' 15.2' % VACANT p 72.0' COVERED' :::•:17.0';:;';:::;.;:;:;:;';:ad 150 4 BEDROOM SYSTEM PORCH- 150' 61°28 0" E (2) 8'DIAn6' DEEP L P. _ :::;::;:;:;: •': :::::::: :::' EL 19.8 17.89' FE.1.1'E 1,250 GAL S.T. 34.5' v �.:. ;•.•::•::..:.::;;:•: x- R 2 STY FRM,.::•: 10.5' EL 11.5 (J3 I 47 31.5' R ry,:;:;.;'.DWEWNG;:;:;: •:;.; EL 15.5 EL 21.5 ': I iV W ':•.::•:' to I C 0. S. .Q': _ N 01 J A/C UNITS v °p: iV W 20.0' 33.5' EL 17.0 L.P. ON CONC. Z O O H I �� 23.6 WALK-OUT CELLAR p� SUNKEN PATIO w Q --36 5' -- W - _ - EL 20.5 - IIN LP GAS ` I o O 7 O a z I ASPdHALT \ / EL 15.0 DRY WELL Z EL 18.6 EL 18.2 EL 18.2 UQN O EL 17.7 0 S 60036'30" W EL 15.0 254.22' g I yD wEu OVER 150' LAND N/F OF GEORG RIDGE I U.P. / 1 I FINAL SURVEY 04-02-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL GARAGE FIND. LOC. 07-01-19 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FOUNDATION LOC. 03-27-19 AND OR DATA OBTAINED FROM OTHERS AREA: 38,062 S.F. OR 0.87 ACRES ELEVA77ON DATUM: ASSUMED UNAU7HORIZED AL7FRA77ON OR ADD17ION TO 774IS SURVEY IS A V 0LA77ON OF SEC71ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 77-IE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE THEY ARE NOT IN7ENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMEN7S AND/OR SUBSURFACE S77?UC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: BRIAN J. HOWARD; MAP OF: DEMERARA MITSOTAKIS; FILED: U.S. BANK NATIONAL ASSOCIATION; SITUATED AT: SOUTHOLD FIDELITY NATIONAL TITLE INSURANCE CO,; - - TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE # 26-76-2 SCALE:1"=30' DATE:DEC. 14, 2007 PHONE (831)298-1588 FAX (831) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 61 BLOCK: 4 LOT(S):9.3 #R10-18-0054 WATER MAIN MAIN ROAD (S.R. 25) N 60°00'0,0" E 167.51' I 0 WELL IN HOUSE I O I ! - ` O ) m MCI' ao% \ 3 a LEACHING , I o O \ POOL LP M LEACHING E00 HING \ Otl I LAND N/F OF WALLACE \ CHURCH 'U ZI CSI PUBLIC WATER LSI I I W I ! CA \LEACHING U) I ! z O I N 6128'30" E } I i EL 2 I I N S 6036'30" W 172.59' \ 41.90' to r EL 24.4 ELEt� EVERGREEN HEDGE \ EL 16.5W J Q ` METER EL 20.5 C.0 m U.P. I �• EL 25.0 k�q•` 116.4' r ¢ Q I >FR Sf '�• GRAVEL :i : .•: EL 20. O OFA DRIVEWAY :;:GARAGE::::•� v LL_ DRY,YELL \ ::.: GF 25.5';::N �zj xFi 0 �3 O 73.4' ;:;•::::', U- �r�Dl 23.3 \\ Z R 0) DRY WELL D �o EL(22.0) ( Z 109.3' g VACANT !`: •':`:'�; c 72.0' COVERED 150 . .:;:;:;•oo PORCH n 4 BEDROOM SYSTEM N 61a 28 0 E (2) 8'DWx6' DEEP L.P. r = ;; ':' :;;::':;:;; EL 19.8 fE.1.1'E 1,250 GAL S.T. 17.8934.5' v �; ;.•. x- o 2'STY ERM;.::':; •:10.5EL 11.5 U1 I 47' 31.5' a N.;:.;:.;:;: DwEWNG;:::,:';;.•:••: EL 15.5 EL 21.5 L.P. ::•'EFL 28.8':;.;'." W IV Co. S. .0•:. :•N I CO r > 004 A/C UNITS i20.0' L,P. °0 : : ::41.0:; .::;:::;: 101ON CONC. ZO 33,5' EL 17.0 Ic �� 23.6 WALK-OUT CEDAR SUNKEN PATIO W - --` --=C �I- - I-- -�-- --36.5' w EL 20.5 �_Q - - O m I INO�USND I O r 1 to O a END 'Z' I ASPHALT DRY WELL EL 15.0 \ EL 18.6 EL 18.2 EL 18.2 MQN Z S 6036'30" W EL 17'7 EL 15.0 254.22' y ssD INELL OVER 150' LAND N/F OF GEORG RIDGE I U.P. / 'I FO,'kCOUNTY DEPARTMENT OF HEALTH SERVICES 1`l -APPROVAL OF CONSTRUC`fIM WORKS FOR A SINGLE FAMILY RESIDENCE 4AY qhq 86jg2o disposal and water supply facilldes at ING t tlaTo have te9f 9TtspecW4ZRd/0e 0800d by this DepartTrlerlt OT 0ftr gWeles and iOuRd tO ts>gt ctary FOR A MAXWUM'OF BEDROOMS. I Craig I s-II iJ ger, P.E., Chief Office oaf Wa step°later Mana ement FINAL SURVEY 04-02-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL GARAGE FND. LOC. 07-01-19 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS FOUNDATION LOC. 03-27-19 AND OR DATA OBTAINED FROM OTHERS. AREA: 38,062 S.F. OR 0.87 ACRES ELEVA77ON DATUM. ASSUMED__�_�__ - UNAU774ORIZED ALTERA77ON OR ADD177ON TO 774IS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUETURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ESTEVES HOLDING CORP.; MAP OF: ADVOCATES ABSTRACT INC.; FILED: COMMONWEALTH LAND TITLE INS. CO.: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE # 26-76-2 SCALE:1"=30' DATE: DEC. 14, 2007 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk REScheck Software Version 4.6.5 Compliance Certificate DProject PROPOSED RESIDENCE Energy Code: 2015 IECC NOV 1 3 2018 Location: Southold, New York Construction Type: Single-family RgjTg,me DEPT. Project Type: New Construction TOWNOFSOLTMOLD Conditioned Floor Area: 1,528 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: PRIVATE ROAD ROBERT CRISCITO Robert Higgins SOUTHOLD, NY TWIN FORKS BLDRS Robert Higgins Architect 50 hidden acres path Wading River, NY 11792 631-208-3351 Rarchibob@aol.com Compliance- 7.5%Better Than Code Maximum UA: 414 Your UA. 383 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 Cont. Assembly or U-Factor UA Floor 1: All-Wood joist/Truss:Over Unconditioned Space 1,528 30.0 0.0 0.033 50 Floor 2:All-Wood joistfi russ:Over Outside Air 90 30.0 0.0 0.033 3 Wall 1:Wood Frame, 16" o.c. 3,129 21.0 0.0 0.057 156 Window 1.Wood Frame:Double Pane with Low-E 325 0.300 98 SHGC: 0.30 Door 1:Solid 38 0.400 15 Door 2: Glass 21 0.300 6 SHGC: 0.30 Ceiling 1: Flat Ceiling or Scissor Truss 1,398 30.0 0.0 0.035 49 Ceiling 2: Cathedral Ceiling 132 21.0 0.0 ' 0.048 6 Compliance Statement. The proposed building design described e i consi tent with the building plans,specifications,and other calculations submitted with the permit application.The proposed lld ng ha been designed to meet the 2015 IECC req rements in REScheck Version 4.6.5 and to comply with the mandatory requi me is lis in the REScheck Inspection ChecklirSt. SERT Name-Title A U C_ta i 'Y ignature Date Project Title: PROPOSED RESIDENCE Report date: 11/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\private rd\energy 2 story Page 1 of 9 craftsman.rck 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. � ':-Section'• __ �; --- - - - _ __- - _ Plans versfie� Pleld'!lerlfied_ - #:.; Qr,'e=inspection%Plan Review ;Complies?:.. C®rriraients%Assumptions.-- a5e' :valere: a .=V lUe 103.1, :Construction drawings and 'r° ' ;` -° '`" r` '�;>.`[]Complies ,Requirement will be met. 103.2 documentation demonstrate _ ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal _ -- ❑Not Observable envelope represented on A "_' _ ;'❑Not Applicable '` construction documents. 103.1, ;Construction drawings and '_= -- ❑Complies :Requirement will be met. .z 103.2, :documentation demonstrate 5 - ❑Does Not 403.7 energy code compliance for [PR3]1 .lighting and mechanical systems. ❑Not Observable Systems serving multiple r" ❑Not Applicable dwelling units must demonstrate 4 ;compliance with the IECC Commercial Provisions. Heating and cooling equipment is; Heating: Heating: '❑Complies `Requirement will be met. sized per ACCA Manual S based 'Btu/hr Btu/hr ;❑Does Not 1PR2j?' , y%'on loads calculated per ACCA Cooling: Cooling: _"Manual or other methods ;❑Not Observable . 1 Btu/hr ' Btu/hr ❑Not Applicable approved by the code official. PP i' Additional Comments/Assumptions: I i 1 High Impact(Tier 1) 2- Medium Impact(Tier 2) 1-1-1 Low Impact(Tier 3) , Project Title: PROPOSED RESIDENCE Report date: 11/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\private rd\energy 2 story Page 2 of 9 craftsman.rck . . , � i ' | �31 1 03- ElComplies Requirement will be met. 2A4,,,,­"iA protective covering is installed to [FO,141]2 -"protect exposed exterior insulation �[:]Does Not T, d ends a minimum of 6 in.below an ext iE]Not Observable: Z]Not Applicable 40 31 Snow-and ice-melting system controls ElComplies 'Exception: Requirement is not applicable. E]Does Not | E]Not Applicable Additional ' Low mpact(Tier 3) 1 High Impact(Tier i) _-T.Fmedium impact(Tier 2) 13 1 1 ! ' � � | i ' � ! | | | � � / Project Title: PROPOSED RESIDENCE Reportdate 11/10/18 Data filename: C:\Users\Admin\Docunnents\COPY D II04\bui|ders\crscito\private rd\energy 2 story Page 3 of 9 Plaros`lOeei$ie�i= F eta 4/etifie€t # Fraeni�g.f R�sugta-lln-Inspec inn ®rngaBw s� orndrsen s/AssuQn�ti6h'i , isi`Re ';i[d .Vail e.' 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 []Does Not :table for values. [FR1]1 ;[]Not Observable ' ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable ; [FR2]1 ;❑Not Applicable 303.1.3 'U-factors of fenestration products _ = = _ _- _ 'r ''❑Complies Requirement will be met. [FR4]1 are determined in accordance _._ ❑Does Not with the NFRC test procedure or ❑Not Observable , taken from the default table. r❑Not Applicable `_ 402.4.1.1 ;Air barrier and thermal barrier >:?;_ :_ ':.❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ?,.; y', ❑Does Not instructions. i _ -"­.­[]Not Observable _ ,'--; ,❑Not Applicable 402.4.3 "Fenestration that is not site built tt_-`;❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not ;HAMA/WDMA/CSA 101/I.S.2/A440 = ' NotObservable or has infiltration rates per NFRC 400 that do not exceed code - ❑Not Applicable limits. J _ 402'.4.5` ;IC-rated recessed lighting fixtures:- _ ',`` _ ❑Complies ;Requirement will be met. EFR161 :sealed at housing/interior finish -- _- ` _ =>❑Does Not and labeled to indicate<_2.0 cfm -.leakage at 75 Pa. '❑Not Observable []Not Applicable 403.3.1 ~Supply and return ducts in attics - _ "" _ :❑Complies Requirement will be met. d, [FR12]1 'insulated >= R-8 where duct is ,.-_ _ - -_ _ „= []Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and _.;; =_ .__ []Not Observable , return ducts in other portions of _c]Not Applicable the building insulated >= R-6 for - diameter>=3 inches and R-4.2 = for<3 inches in diameter. 403.3,5 Building cavities are not used as k - -_ _.; '`_ _ _ ❑Complies Requirement will be met. [FR1513` ;ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 4D3a4`-"` ;HVAC piping conveying fluids R- R- :❑Complies .Requirement will be met. [171411]?;,` above 105 QF or chilled fluids ,❑Does Not "below 55°F are insulated to>_R- y,3 :[]Not Observable _ ❑Not Applicable , 403.4.1 `Protection of insulation on HVAC ,; =- - ❑Complies Requirement will be met. [FR24]1 piping. ;❑Does Not ❑Not Observable =:❑Not Applicable 1 _403.5:1i;° Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 >_R-3. `❑Does Not ;❑Not Observable ' ,❑Not Applicable 443:6; `° Automatic or gravity dampers are_' _: -'y ❑Complies Requirement will be met. (FR19] y installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable _ ❑Not Applicable ' 1 High Impact(Tier 1) 2= Medium Impact(Tier 2) r3' Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Reportdate: 11/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\private rd\energy 2 story Page 4 of 9 craftsman.rck 4dditional Comments/Assumptions: 1 High Impact(Tier 1) J,2,-J Medium Impact(Tier 2) `3-,,I Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 11/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\private rd\energy 2 story Page 5 of 9 craftsman.rck . . , plies All installed insulation is labeled !Requirement will be met. or the installed R-values �ij:]Does Not JNot Observable E]Not Applicable 402.1.1, 'Floor insulation R-value. R- R- E]Complies -See the Envelope Assemblies 402.2.6 'table for values. [] Wood Wood E]Does Not El Steel E] Steel ;E]Not Observable :E]Not Applicable 303.2, Tloor insulation installed per �ZE]Complies Requirement will be met. Does Not 402.2.7 :manufacturer's instructions and [IN2]1 �in substantial contact with the Observable !underside of the subfloor, or floor :framing cavity insulation is in ,contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and ,extends from the bottom to the top of all perimeter floor framing 402.1.1, Wall insulation R-value. If this is a: R_ R- See the Envelope Assemblies table for values. 402.2.5, mass wall with at least 1/2of the E] Wood E] Wood PDoes Not 402.2.6 :wall insulation on the wall E] mass El mass ;E]Not Observable [IN311 -exterior,the exterior insulation F� Steel 'E] Steel requirement applies(FR10). []Not Applicable 303.2 Mall insulation is installed per V, 'Requirement will be met. (IN4]1 manufacturer's instructions. ',E]Does Not [3Not Observable E]Not Applicable ze Additional s: 11 High Impact(Tier 1) Medium impact(Tier 2) J3,11_ow Impact(Tier 3)Project Title: PROPOSED RESIDENCE Report date I1/10/18 Data filename: [:\Users\Admin\Documents\CDPYDIlO4\bui|ders\chacito\pdvaterd\energyZstory Page 6of 9 . ` ' C Ion, S. ins 402.1.1, Ceiling insulation R-value. R- R- Elcomplies See the Envelope Assemblies 402.2.1, table for values. 402.2.2, 'E] Steel E] Steel �E]Not Observable 402.2.6 303.1.1.1, Ceiling insulation installed per ;Requirement will be met. EID 303.2 manufacturer's instructions. oes Not [F12]1 :Blown insulation marked every Observable 300 ft2. E]Not Applicable 0 -�,.!Ventecl attics with air permeable Complies Requirement will be met. insulation include baffle adjacent 'E]Does Not to soffit and eave vents that FINot Observable --lextends over insulation. 402.2.4 Attic,access hatch and door R- R- �1_!Complies Requirement will be met. [FI311, insulation �:R-value of the ';E]Does Not :adjacent assembly. �[]Not Observable :E]Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 -E]Complies !Requirement will be met. [FI17]1 'ach in Climate Zones 1-2, and E]Does Not <=3 ach in Climate Zones 3-8. '[]Not Observable UNot Applicable 403.3.4 Duct tightness test result of<=4 cfM1100 —cfm/100 ElComplies Requirement will be met. [F1411 cfm/1 00 ft2 across the system or ft2 :E]Does Not <=3 cfm/100 ft2 without air ,handier @ 25 Pa. For rough-in 'E]Not Observable �tests,verification may need to ;E]Not Applicable occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfM1100 cfm/100 TIComplies :Requirement will be met. Not :either: Rough-in test:Total ,pressure differential of 0.1 inch �E]Not Applicable 1-w.g.across the system including Ahe manufacturer's air handier ;enclosure if installed at time of test.Postconstruction test:Total 'leakage measured with a pressure differential of 0.1 inch v.g. across the,entire system dricluding the manufacturer's air 'handier enclosure. Elco 403.3.2.1 Air handler leakage designated mplies 'Requirement will be met. 'E]Does Not [F12411 ;by manufacturer at<=2%of :design air flow. 'E]Not Observable "Elcomplies 'Requirement will be met. Programmable thermostats -(FI91 installed for control of primary E]Does Not heating and cooling systems and initially set by manufacturer 0 .-'LJNot Applicable "cocle specifications. Heat pump thermostat installed .2 ;–Thomplies Requirement will be met. on heat pumps. N "UDoes Not Observable 'E]Not Applicable 403,5'.J circulating service hot water --�,'�,,-J__]Complies Requirement will be met. -systerns have automatic or E]Does Not dLU�551ble manual controls. []Not Observable MNot Applicable Low Impact(Tier 3) 1 High Impact(Tier 1) Medium Impact(Tier 2) 1-131 Project Title: PROPOSED RESIDENCE Report date: ll/lU/lO Data filename: C:\Users\*4dmin\Documents\COPYDlI04\bui|ders\chscitm\privnterd\enengy2story Page 7of 9 seGifllCt = - P['ans llerifiedL` ¢1e9d Verlfl�d"= ;_ # IFirta9 6iispirctioci.Prravisiasns Com[aI" Sorianti tsl�ssuivi�iloiis �z'.Reejel�' Vadde- 4016J-_-', All mechanical ventilations stem _```` "` ❑Com lies Requirement will be met. ,[)=125.1k _ `fans not part of tested and listed .F = ❑Does Not - HVAC equipment meet efficacy " `_ -,an d air flow limits. "` - 3❑Not Observable . ❑Not Applicable 4D3r2 „Hot water boilers supplying heat ❑Complies ;Requirement will be met. J^r y :f1 [ f26J?rF through one-or two-pipe heating ;r _ - ;, _ - `"❑Does Not ',.systems have outdoor setback ❑Not Observable :control to lower boiler water .« temperature based on outdoor 1� .- Y" - _ k❑Not Applicable temperature. - 403:5 7 3>Heated water circulation systems = = r'[]Complies Requirement will be met. ;[F128]2 - ---have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply _ 'pipe. Gravity and thermos- ``` J°,❑Not Applicable ,syphon circulation systems are _ not present.Controls for circulating hot water system _ pumps start the pump with signal' ,for hot water demand within the r occupancy. Controls =,Y-> ' .:` automatically turn off the pump - when water is in circulation loop is at set-point temperature and - _- �; no demand for hot water exists. _.r Electric heat trace systems :;s.❑Complies Requirement will be met.2-"comply with IEEE 515.1 or UL Y' =- _ s❑Doe s Not Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the -_ r 4`'= ` _ _ ❑Not Applicable desired water temperature in the piping. 403 5 2'.`,°r Water distribution systems that = -_ '❑Complies Requirement will be met. " [F130J1, ~have recirculation pumps that =❑Does Not -_ Pump water from a heated water = I pipe back to the heated `❑Not Observable Supply water source through a cold []Not Applicable water supply pipe have a - r`y _ demand recirculation water ") -1 system. Pumps have controls ti that manage operation of the - pump and limit the temperature of the water entering the cold water piping to 104°F. 4,03;5.4'; Drain water heat recovery units ,„-' `° _ ❑Complies 'Requirement will be met. [l 13 }?`-_-;tested in accordance with CSA `3; _ _ -4+5 _ _❑Does Not _ `655.1. Potable water-side pressure loss of drain water heat ❑Not Observable P - ' recovery units<3 psi for '_" - s " ❑Not Applicable "individual units connected to one _ = or two showers. Potable water- rside pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies -Requirement will be met. [FI611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage _ _ >❑Not Observable lighting. v,:' ❑Not Applicable 404.1.1. Fuel gas lighting systems have C= r, `- '.: "':"=__ _ ',❑Complies Requirement will be met. [FI23] 'no continuous pilot light. w'"`\5- _-_ = 3 ❑Does Not 3' i• _ Y❑Not Observable 3' ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 11/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\private rd\energy 2 story Page 8 of 9 craftsman.rck ` . . ^ ts UIP An Compliance certificate posted. 5, FIComplies Requirement will be met. �E]Not Observable 13Not Applicable FIComplies Requirement will be met. �03'-"3, .-Manufacturer manuals for If mechanical and waterheating E]Does Not _,-systems have been provided. -E]Not Observable []Not Applicable Additional illHighimpact(Tierl) Medium Impact(Tier 2) 1_3 Low Impact(Tier 3). Project Title: PROPOSED RESIDENCE ' Report date: Il/lU/lD Data filename: CAUsersVAdmin\Documents\COPYDllO4\bui|ders\chscito\privaterd\energy2story Page 9of 9 craftsman.rck 2015 MCC Energy Effiden Co afica o Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 30.00 Ductwork (unconditioned spaces): ®.. ng Window 0.30 0.30 Door 0.40 0.30 .. Pleating System• Cooling System: Water Heater: Name: Date• Comments PDO NOT PROCEED WITH v FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. APPROVED AS NOTED Blower door and ductwork DATE: B.P.it �� and required. FEE: ®� BY: Z5 J NOTIFY BUILDING DEPART AT Must provide Manuals 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: D,J and S as per 1. FOUNDATION - TWO REQUIRED NYS Energy Code FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION Fire separation 4. FINAL - CONSTRUCTION MUST p BE COMPLETE FOP C.U. required as per ALL CONSTRUCTION SHALL MEET THE NYS code REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE TRUSS PLACARDING REQUIRED AS REQUIRED AND CONDITIONS OF ON 17LJ PLUMBER CERTIFICATION �gy {gi n T^aAih poa��p�pg�p ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC i ' — SOLDER USED IN W,4 TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. OCCUPANCY OR USE IS UN�NLAWIpU'-, PLUMBING ALL-PLUMBING WASTE WITHOUT CERTIFNCATI &WATER LINES NEED�;<,„�, •TE: TING BEFORE COVERING OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. All exterior lighting installed,,replaced or repaired shall conforms to Chapter 172 of the Town Code S.C.T.M.# DISTRICT 1000 SECTION 61 BLOCK 4 LOT 9.3 SUFFOLY-,Con-,f IDEPAP'NNIZ-NIT OF HE:A1:1'H SI:RV'CF-S .!,I"�4 F0 71 A nu C #RO-10-06-0093 1: pr T.-I r-0 TZ A? r EXISTING WATER MAIN L!: C E 0 25 ) MAIN ROAD ( S . Re DAT E N 6 00 090099 E APPROVED 28.00-, almu r.0, r--.0.0 M 5 WELL IN HOUSE FOR MAXIVIU- P ROk�AL 0 S FROM, DATE OF A? EypI RES THREE YlEAR 167.51 ' Q UJI V) LIJ ift �4 U) PROPOPSED WATER SERVICE 0 a- �r- co 10 360' TO WATER MAIN E) LEACHING In METER TAP & 1 1/2" S PPLY LINE (PLASTIC PIP < POOL CL V) < 0 LEACHING X POOL LAND N/F OF WALLACE CHURCH PUBLIC WATER LJ CQ LEACHING LJj PROPOSED (f) STAGING AREA N 61028930" E < AND CONSTRUCTION 99 9 LLJ EL 2 z ENTRANCE /S 60036930 172.59 41 .909 J!RON gO PIN EL 16.5 I tL 2 4.4 EL 23.3 0 < PROPOSED LIM17 EL 20.5 Cz M OF DISTURBANCE CONCRETE WASHI OUT AREA U P. 9 0 S IN BED OF PROPOIED DRIVEWAY. < PROPOSED SOIL EL .0 z END ASP STOCK PILE AREA Lj- < PROPOSED C) LLJ EL 23 8'DIAx5'DEEP 1 3: DRY WELL LL- PROPOSED z CL 0 PROF/OSED DRY WELL 0 EL 22.6 DRIVt AY z EL(24.0) 109.8' 0 EL 22.5 F / - C\j EL(24.0) b...16.6""' VACANT ..... ........ -SCREENED .''............. M 17.0'-- N 61028 0" E 01 ............ ...................�-.77 X PORCH;� 15 50' ,.,.,%.,.* z ......... EL 19 8 17.891 FE.1.1-E 4 BEDROOM SYSTEM 0�:::::�: M X ....... PROPOSE. (2) 8'DIAx6' DEEP L.P 4 BEDROOM:.'.' EL 11. C/) 10.5':' 1,250 CAL S.T. 1 2 STY. FRM,:.,-.'-1,-.'......,:,. EL 15.5 .......... EL 21.5 '�FL ,p to Uj L S.T. .%%, 04 ............... >< Li ................ .......... ............... 00 ............................. 4/1, ........ ........ z L-P, ............. . ................. EL(22.0) EL 17.0 z EL(21.5) PROPOSED LIMIT _j CELLAR ENT. OF DISTURBANCE cn -J PROPOSED Uj ED RY WELL C\2 < 0 f 7) M LO Li- 0- 0 20.0' (21) SILT FENCE LL- z EL 18.2 so, EL 15.0 MQN CAD ,, CL 18. EL 18.2 41 z 254. 22 " 1 z S 6 00 3 6 ' 3 0 W EL 1 .7 EL 15.0 LAND N/F OF GEORGE BRIDGE 77 EL 15.0 B NYT WELL OVER 150' 7ERIDGE TYPICAL-SILI #365D SCREEN SECLON U.P TYPICAL DRYWELL CROSS SECTION GEOTEXTILE FABRIC SUPPORT POSTS T (CONC. PRECAS7 COMPONENTS) WOOD OR METAL FLOW DIRECTION 6' SLAB FOR NON-TRAFFIc BEARING 8* SLAB FOR TRAFFIC BEARING EXCAVATED AND HEAVY DUTY BACKFILLED TRENCH MIN. 4" DIA. OVER TO GRADE TO EXPANSION RINGS EXISTING GROUND PITCHED 1/8-/1' MIN. 4" DIA. PITCHED 1/8-/1 APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE 50' MIN. BUT SUFFICIENT TO KEEP lip- ED 0 it W7= SEDIMENT ON SITE -1 It C HAY BAIL AND/OR 2' MINIMUM !ZSILT FENCING Lj > 2� CL C < 0., < Q� . Cj DRAINAGE CALCULATIONS: 0 Of 3' MIN. 0 , COLLAR Lj BACK FILL VIATERIAL TO BE DWELLING WICOVERED PORCHES = 2045 S.F. 0 0 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED CLEAN SAND AND GRAVEL 2045 x 0.1 66=339.47 < 340 C.F REQ. LV�-:3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED ELEV. 22.5 PROPOSED DRIVEWAY = 1200 S.F. 1200 x 0.166=199.2 < 200 C.F REQ. DR BROWN (1) 8'DIA x 5' DEEP DRYWELL=221cf PROVIDED OL SANDY LOAM 1.5' BROWN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SP LOAMY SAND 3.8' LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS TYPICAL CLEAN OUT KLVIS':D 05-07-18 AND OR DATA OBTAINED FROM OTHERS- CHANGE HOUSE 03-02-11 d. ASSUMED SLATE OR PALE AREA: 38,062 S.F. OR 0.87 ACRES ELEVA 71ON DA TUM- --------- STOPPER END BROWN TE E 77ON LAW COPIES OF THIS SURVEY SUITABLE COVERA Z MEDIUM UNAU7HORIZED ALTERAIION OR ADD177ON TO 7H/S SURVEY IS A WOLA77ON OF' SEC77ON 7209 OF THE NEW YORK STA DUCA OR PLUG MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN TO ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 7ITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON COARSE LIS7ED HEREON, AND TO THE ASSIGNEES Of' THE LENDING INSTITUPON, GUARANTEES ARE NOT TRANSFERABLE WIV M THE TY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE SAND THE OFFSETS OR DIMENSIONS SHO HEREON FRO PROPER r Tq E VEM M IS SW NOT INTENDED To A40NUMENT THE PROPERTY LINES OR To GUIDE THE EREC77ON OF' ENCES, ADD177ONAL S UCTURES OR AND OTH R IMPRO ENTS. EASE EN ANDIOR SUBSURFACE STRUC7Z)RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ESTEVES HOLDING CORP.; MAP OF: ADVOCATES ABSTRACT INC.; 300 ELE30W FILED: COMMONWEALTH LAND TITLE INS. CO.; 600 WYE SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC NO WATER SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 17' P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FLOW 8-19-06 FILE y26-76-2SCALE:1"=20' DATE: DEC. 14, 2007 N.YS. LISC. NO. 050882 maintaining the records of Itobert J. Hennessy & Kenneth M. Woychuk GENERAL (w"MNSTRUCTION MOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code 15. 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 Uniform NYS Supplement and until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2016 supplement to the New York State Energy conservation MINIMUM LOAD LOAD DESCRIPTION NUMBER AND TYP 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 framingBidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL . drawings WHETHER they are indicated on the Plans or NOT. Clothes washer standpipe 2 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) 1-1/2 Fire escapes 40 20 3-8d COMMON EACH JOIST,TOE NAIL Additions, Alterations & Renovations: shall conform with Appendix J of the IRCCEILING JOISTS NOT ATTACHED TO PARALLEL Floor drain 2 Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP as amended by the NYS Uniform Code Supplement. 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL of not less 8 percent of the floor area of that room, and the minimum Kitchen sink (one or two traps, with Or Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9} EACH LAP (D 2. Written Dimensions take precedence over scaled dimensions openable area to the outdoors shall be 4 percent of the floor area being without dishwasher and food waste disposer) 1-1/2 5 COLLAR TIES 4-10d Box (3") OR Z ventilated. Refer to IRC Residential Code section R303 Laundry tub (one or more compartments) - passenger vehicle garages 5o OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON T' FACE NAIL TO EACH RAFTER 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 3-110d COMMON OR 2 TOE NAILS ON ONE SIDE AND J dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Shower (based on the total flow rate through Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS J 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 W 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 4-16d O ` g Roof 3-10d COMMON TOE NAIL 5 All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 m and less 1-1/2 20 20 P 9P 3-16d BOX OR electrical or plumbing sub-contractors. More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL 0 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 J of 2000 pounds per square Foot. All Footings shall be 36" below rade Minimum. It shall $ STUD TO STUD NOT AT BRACED"WALL PANELS 165 COMMON P P q 9 9 and on each story of the dwelling, including basement and cellars and not less than Rafters having slopes greater than 3112 with ( ) 3.5"x 0.162" 24"O.C. FACE NAIL be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/1 80 STUD TO STUD AND ABUTTING SUDS AT 16d BOX 0 disturbed b construction. 9 1s"O.C. FACE NAIL Y interconnected and hard-wired to a commercial source. INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/z"x 0.162" WHENEVER an alteration, addition, or conversion is made to an Existing Interior walls and partitions H/1 80 16d COMMON >- 10 BUILT-UP HEADER (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES Where the building official determines that in-place soils with an allowable bearing capacity Residence, the smoke detection system of the ENTIRE residence must be TABLE R302.6 LL of less than 1,500 psf Eire like) to be resent at the site, the allowable bearing capacity shall Ll3so 11 CONTINUOUS HEADER TO STUD OR BOX(2-1/2"XD.113") TOE NAIL P Y P 9 P Y brought up to code, hard-wired and interconnected. DWELLING - GARAGE SEPARATION OR 4-Sd COMMON W All other structural memebers 3: be determined by a soils investigation. L/240 12 TOP PLATE TO TOP PLATE 16d BOX 3 1/2"x 0.162 16"O.C. FACE NAIL 1 , ' 0 0 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 SEPARATION MATERIAL Exterior walls with stucco finish H/360 ( ) J W 6. Cast-in-place concrete shall be air entrained; 5% < 7/o total air content by volume and have of the 2015 IFC as amended b the NYS 2016 Uniform Code Supplement. DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR � Z Y PP NOT LESS THAN 1/2"-INCH GYPSUM OR FACE NAIL ON EACH SIDE OF END an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LINE SPACING<25' P 9 P P P Shall be Installed outside of each separate sleeping area in the immediate EQUIVALENT TO THE GARAGE SIDE L/240 13 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) s 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 SDCG A-D2 WITH FACE NAIL ON EACH SIDE OF END International building code and NYS amendments. shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE 12-16d (3-1/2"x 0.135") BOARD SIESMIC BRACED WALL LINE SPhCING>25' JOIST)MIN 24"LAP SPLICE LENGTH) � � O All Concrete shall conform to the latest ACI standards. L=span length,H=span height STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST, BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL All CO alarms shall 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 WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL D M N Reinforcement: Steel reinforcement shall comply with the requirements switch with battery back-up. Battery-powered alarms are not allowed. IRC TABLE R802.5.1(9) W L1.. L.t.. of ASTM A 615, A 706 or A 996. NOT LESS THAN 1/2"INCH GYPSUM BOARD BOTTOM PLATE TO JOIST,RIM JOIST, BAND JOIST 3-isd BOX 3 EACH 16"O.C. FACE NAIL Minimum field strength of reinforcing steel shall be: 40,0000 psi rade 40 , GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION 15 9 9 P (9 ) 24. WALL BRACING: Buildings shall be braced in accordance with IRC DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WAIL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL co�•/J W required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2 $ EXTERIOR WALLS THAT ARE WITHIN THIS AREA O q ( ) section R602.10.4.2 Continuous sheathing method. RAFTER RAFTER GROUND SNOW:20 PSF End conditions for braced wall lines for the continuous sheathingshall conform SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 3-1sd BOX END NAIL Location of Reinforcement: The center of vertical reinforcement in basement walls shall be 2-16d COMMON to Figure RG02.10.7. Braced wall panel connections OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN located at the centerlinE; of the wall determined from tables R404.1.2(2)through R404.1.2(7). SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 3-1Od BOX O ( ) gshall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) 12 FT 20 FT 28 FT 36 FT 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-isd COMMON FACE NAIL Vertical reinforcement in basement walls determined from table R404.1.2(8) shall be located RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 0 =' U) to provide a maximum cover of 1-1/4 inches from the inside face. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM E13-8d BOX 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 P NUMBER OF ISD COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL provided to transmit the applicable uplift forces in section R80211.1 from the 2-8d COMMON W o- W Concrete basement foundations shall have horizontal reinforcement as follows: roof assembly to the foundation. 3: 12 16"O.C. 5 8 10 13 Based on R404.1.2(1) - (includes basement entrances and window wells) Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of TABLE R301.2.1.2 IRC Windborne Debris protection 4: 12 is"O.C. 4 s 8 10 t _ wall and One#4 bar near mid-height of wall. asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastening Schedule for wood structural panels E`° Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of asp per Table R905.2.4.1 of the IRC Residential Code. 5: 1z 1s"O.C. 3 5 s a � a o. 12 wall and One #4 bar near the third points in the wall story. Fateners 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 6 �' �' °' 2 Nt ° a L 6 Type Less than or less than or less than or FLOOR FRAMING y L, m E 0 r- "D� ° o copper roofing nails, minimum 12 gage shank with a minimum - YP o= T -C ° ° , 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 o a o 0 Framing lumber shall be DOUG-Fir Larch #2 or better, E=1.6 X 10 and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 12: 12 is"O.C. 21 JOIST TO SILL, TOP PLATE ORGIRJER PER JOIST 4 8d BOX PER JOIST-TOE NAIL _ �' c w m ° 3 3 4 4 3-8d COMMON Min. Fb for dimensional lumber= 850 psi No 8 Wood screw Z. o ° � 0° but not less than 4 per strip. E-9 o based anchor with 16 inches 10 inches 8 inches 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON c a° Y d a ,� E 7 N 8 >-0 = d!�.. O on center on center on Center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSt,) 1od BOX 6"O.C.TOE NAIL lv t N.0 3 t•- , o c 3 , 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 27. Flame S read Index: R302.9 2 inch embedment _ In•E�3 0 „ P BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D wall and ceilingfinishes shall have a flames read index 5 200 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 2-10d BOX � ° 0 a° 0 N P 23 BLOCKING TO JOIST EACH END u�i - c or stainless steel. Insulation material, vapor retarders within roof, floor,wall, ceiling assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON N = _ O •- ca m.- - c c �� - o E b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have a flame spread index:5 25 No 10 Wood screw -a C ° 3 16 inches 9 inches H e / H r 4-16d BOX TOE NAIL o a=.0 2) °c W " •°c `8 c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc based anchor with 12 inches HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON c 2= E 2 c ° a on center t CA shall be Hot-Dipped Galvanized or Stainless Steel. Smoke-developed Index: R302.10 2 inch embedment on center on center ` `._ �, ` ,o � ° P io. �.E.2 ¢ c a°i a aUi o wall and ceiling finishes hava a smoke-developed index s 450 lenght 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3 16d COMMON AT EACH BEARING,FACE NAIL a� c n E m o-o m ° °L N 4-10d BOX " Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies 1 / 4 1.33 _ 0 U)@ ff E a o 9. All Engineered Wood Products such as "Trlus Joists, Micro-Lam, etc"shall be & attics shall have asmoke-developed index:5 450 tested with ASTM E 84 or UL 723 installed in accordance with the manufacturers latest installation details, 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-10d BOX 3-16d COMMON PER JOIST Framing connectors, Allowable Hole diagrams, specifications, etc. 28. SWIMMING POOLS. 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. 1 / 6 1.20 -- Z "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM (n 0 = "Parallam PSL" Design Stress: E= 2.0, Fb = 2,900 psi, Fv = 290 psi STAGGERED ON OPPOSITE SIDES dated March 2016. b. Fasteners shall be installed at opposing ends of the wood structural panel. W �. p-• "Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv = 300 psi Fasteners shall be located a minimum of 1 inch from the edge of the panel. 4-16d BOX co 1.- e g IRC TABLE 802.11 28 LEDGER STRIP SUPPORTING JOI.T ' OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL W U �_ C 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324 Appendix U 3-16d COMMON PP � RAFTER UPLIFT CONNECTION FROM WIND - � O W � • 10. R310.1 EMERGENCY ESCAPE AND RESCUE; Required in BASEMENTS, � --I � O International Fir^ Code 2015 IECC appendix RB and as amended by the c. Anchors shall penetrate through the exterior wall covering with an embedment length of D Z Z .J each sleeping rooms in basement, habitable attics, and every sleeping room 29 BRIDGING To JOIST 2-1od BOX EACH END, TOENAIL ' NYS 2016 uniform code supplement. Provide, but not limited to: Solar ready not less than 2 inches into the building frame. Fasteners shall be located not less than EXPOSURE C J Z <( N r' shall have at least ONE: operable emergency escape opening as follows: RAFTER ROOF D roof zone area of not less than 300 sq. ft. Access and pathways, roof access points, 2-1/2 inches from the edge of concret block or concrete. SPACING SPANQ 0 1" (o VI W Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley (FEET) ULTIMATE WIND SPEED SUBFLOOF, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W < 0 W A. Minimum net clear opening of 5.7 square feet. d. Where screws are attached to masonry or masonry/stucco, they shall be attached PARTICLE BOARD WALL SHEATHING TO FRAMING W 0 • V - Except grade floor Openingsnings shall have a minimum net clear A permanent certificate indicating the "solar-ready zone" and other requirements of using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 130 140 TABLE R602.3 (1) Z F- = N ROOF PITCH ROOF PITCH opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. 1,500 pounds. <5:12 z5:12 <5:12 a5:12 DESCRIPTION OF SPACING OF FASTENERS W LL 0 Q.. B. Minimum net clear opening height shall be 24 inches. NUMBER AND TYP (� J C. Minimum net clear opening width shall be 20". BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING The main electrical panel shall have reserved space for a dual pole circuit breaker 16"O.C. 12 214 201 263 247 PANEL EDGES SUPPORTS GABLE END WALL FRAMING D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled "for future solar electric". Exterior glazing in buildings located in Wood-Borne debris regions shall � from the inside of the room without use of keys or tools. be protected from wind borne debris. 16"O.C. 18 277 259 342 322 6d COMMON(SUBFLOOR,WALL) WHERE Basement cortain more than one or more sleeping rooms, Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 3/8 - 1/2 8d COMMON(ROOF) 6" SEE NOTE A 6" an emergency escape opening shall be provided for EACH sleeping room. and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 16"O.C. 24 340 318 422 395 Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction /Additions &Alterations: Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 445 31 19!32" - 1° 85 COMMON 6" SEE NOTE A 6" EXCEPTION: Grade floor or BELOW grade floor openings shall have ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. It shall be the responsibility of the General contractor t his subcontractors n submit (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 7" 7„ in detail the design, calculations, drawings, written statements of the mechanical, 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S air conditioning, g y ( g upgraded) wind speed is 130 miles per hour or greater. ventilation. heating systems new, existing or u raded 16"O.C. 36 469 438 538 547 W 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each stamped by a professional 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" CO continuous run of treads or flight with FOUR OR MORE RISERS. 16"O.C. 42 535 499 664 622 O O Handrail Height measured above stair tread nosing, shall not be less than A. EXCEPTION: 16"o.C. 48 599 559 745 697 N Z 34 inches and not morE�than 38inches. All Handrails shall be continuous Wood Structural panels with a minimum of thickness of 7/16 inch EXTERIOR WALL WOOD STRUCTURAL PANELS o co the full length of the stair from a point directly above the top riser of a flight and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) N 0 4 to a point directly above the lowest riser of the flight. Handrails adjacent to protection. Panels shall be precut & predrilled to cover the glazed openings r LU U LU W a wall shall have a space of not be less than 1-1/2 inches between the wall <- --- ^'°ffill ----} with attachment hardware provided in the table below. _J and the handrail. see IRC code for exceptions. Refer to µ.° ` Label all panels and store in a clean d area of the house. MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING Q L>LI U PP dry TABLE 507.2 NAIL SIZE PENETRATION STRUCTURAL ST UCTURAL PANEL U IRC Code for grip size ;specifications. Attachments shall be provided in accordance with the table DECK LEDGER TO BAND JOIST CONNECTION R THICKNESS N SPACING EDGES FIELD as follows: PANEL SPAN RATING 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" I~ �'� ' above the floor or rade below shall have a railing not less than 36 inches d u" r JOIST SPAN sd COMMON NAIL „ „ g g ,^ ,. ,! CONNECTION (2.5"X 0131°) 1.75 INCH 24/16 1/2 16 O.C. 6 124 in height. Railings shall have Top rails and Balusters and Bottom rails that are DETAIL <s' s'1"TO s' 8'1"TO 10' 10'1"TO 12' 4 NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed Y g p Y + j i - TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 1/2" DIA. LAG SCREW 30" 23" 18" 15" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 b the riser, tread and bottom rail of the ward rail at the open side of a stairway NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2" MAX. SHEATHING are permitted to be of such a size that a 6 inch sphere cannot pass through. '( f t` GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS Open sides of stairs with a total rise of more than 30 inches above the floor or ' � � ,^ , r Applicant shall provide engineered wood placard 1/2" DIA.THRU BOLT M� grade below shall have guards not less than 34 inches in height measured p' '� „ 36° 36° 34° 29^ APPLICATIOq ORIENTATION TO MEMBERS SIZE OF NAILS I H on or adjacent to electrical meter box for field inspection. & 1/2 MAX. SHEATHING THICKNESS " " FRAMING SPACING NAILS SCREWS TO WOOD FRAMING vertically from the nosing of the treads. ,-,,,•,,,-„•,,,,•, � - b+�•�)�f - Residential structures with Truss type construction, 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' Pre Engineered Wood Construction And/or Timber Construction 18' 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 13. WINDOW FALL PROTI-CTION: Were the to of the sill of an operable window for new dwelling and/or an addition,alteration WALL EITHER DIRECTION 16"O.C. - , • P P ......,.. " 041;�,�rA-y,`'{,fill,"TWrI•;.111�i hJ 811 16�� opening Is located LESS than 24 inches above the finished floor and GREATER a sign or symbol designed any accordance with Title 19 NYCRR Part 1265 1/2" DIA. LAG SCREW o 2 �� cu•Fs�r;rrr"r5 t,thrwrct�r 9 Y 9 n 13" 11" 10" n " CCS F` than 72 inches above the finished rade or other surface below on the exterior If 111.11 TWr r:e5",I wo, r shall be affixed on or adjacent to an electric box attached to the exterior & 1/2" MAX. SHEATHING CEILING EITHER DIRECTION 16"O.C. 7 12 g + • ., •.• ... of the structure for field inspection y �� 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS A-+ of the building, the window must be provided with a window opening control device lY..x �, .,.... 1/2 structural plywood 1/2" DIA.THRU BOLT '� ,, °"" Panel, Attached to 24" 21" 19" TYPE"X" AT 1-7/81"LONG 6d COATED NAILS OR � U Q�j Q that compiles with IRC R312.2.2. Window Opening Control Devices. , & 1/2" MAX. SHEATHING U „ GARAGE CEILING 16"O.C. 6" 6" EQUIIVALANT DRYWALL SCREWS. � CJ �-i Frame in accordance 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH F� 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in with Table R301.2.1.2 HABITABLE ROOMS IRC SECTION R702.3.5.1 �l , o LEDGERS SHALL BE FLASHED F-� accordance with IRC 2.1 2.11 R3 R302.11.2 and Draftstopping shall be International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) installed per IRC R 30:?.12 thru R302.12.1 A. ULTIMATE WIND DESIGN SPEED IS 130kiPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE a/ M „� TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES code of NYS END WALL FRAMING SHALL BE SPACED 6'O.C., 'b I o OF FOUNDATION MATERIALS 7Z bA 00 .fl Fireblocking materials R302.11.1 shall be as follows: - A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS � A/ � .� � U 1. Two- inch nominal lumber SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER TO I-.L•I I 2. 1/2" sum board CLASS OF MATERIAL LOAD-BEARING PRESSURE 9YP GABLE END WALL FRAMING 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance Crystalline bedrock 12,000 psf WINDOW UNIT with the 10 foot horizontal fireblocking in walls constructed using parallel Sedimentary and foliated rock 4,000 psf DESIGN CRITERIA rows of studs or staggered studs. Sandy gravel and/or gravel (GW and GP) 3,000 psf 4. cellulose insulation installed and tested in accordance with ASTM E 119 or Sand, silty sand, clayey sand, silty gravel and clayey gravel Wind speed: <_140 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ��tiED,q >a SW, SP, SM, p �w- SC, GM and GC 2,000 psf ,r'�-^ UL 263, for the specific applications ( ) p No of stories: 2 1, ,.t J 1:�� Clay, sandy clay, silty clay, clayey silt, silt and sandy silt WIND DESIGN SUBJECT TO DAMAGE FROM s'�; CL, ML, MH and CH 1,500b psf Mean Roof Ht: 30 ft GROUND Draftstoppping material R302.12 shall be as follows ( ) p SNOW SPECIAL WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN Roof Itch: per Ian PLYWOOD STORM PANEL SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST FREEZING ANNUAL In combustible construction where there is usable space both above and p p p LOAD (MPH) EFFECTS WIND DEBRIS CATEGORY CATAGORY WEATHERING LINE TERMITE DESIGN UNDERLAYMENT HAZARD INDEX TEMP Ci ' below the concealed space of a floor- cei ing assembly, draftstops shall be a. When soil tests are required by Section R401.4, Bldg Length per plan SHUTTER DETAIL REGION ZONE DEPTH TEMP REQUIRED installed so that the area of the concealed space does not exceed the allowable bearing capacities of the soil shall be part of the recommendations. p Bldg Width Per plan Refer to General Notes for Panel MODERATE 1,000 square feet. Draftstopping shall the concealed space into approximately bid as ect ratio: 3:1 20 LBS 5140 NO NO NO B B SEVERE 3'_0" 'F' YES NO 1500 or less 52.2 r equal areas.. Draftsto in shall be provided in the following locations: P 9 capacity g p TO HEAVYw ,, /. 0 q pp g p g b. Where in-place soils with an allowable bearin ca aci of less than 1,500 psf fastener requirements. ....• -.,._ are like) to be resent at the site, the allowable bearing capacity shall be Nailing Sched: IRC M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 1. Ceiling is suspended under floor framing. Y P 9 P Y 2. Floor framing is constructed of truss-type open-web or perforated members. determined by a soils investigation. '� r Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) _ Side Elevation a° TABLE 602.10.5 c-cc o _I ° . ° ° ° Min.3"x 11-1/4"net header Header • ° ° ° 6-sten stud to header with IL' CONTINUOUS RIM FULL HEIGHT BLOCKING ° • • ° / METHOD CS-GB: TABLE R602.3(1)& CONT.INUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING � ° . . sinker nails - - - - n - - - -71- - - - OR END JOIST CONTINUOUS ALONG LENGTH 16"OC ALONG ° shall occur at to of wall ° R602.10.3(3)GYP.BD FASTENING. OR END JOIST MEMBER DIRECTLY ABOVE @ ° P p y fasten top plate to header with p . . . O OF BRACED WALL PANEL nor �. I I I I I I BRACED WALL PANEL BRACED WALL PANEL °- = two rows of 16d sinker nails 3"o.C. 4"OC AT THE PANEL EDGES, INCLUDING ° Header shall be To late continuity is @ I I I I I I TOP AND BOTTOM PLATES AND ALL - fastened to the required per R602.3.2 I I I I I HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) king stud with Braced wall line 2-16d NAILS EACH SIDE �\ I I I I I I SCREWS(1 5/8"TYPE W OR S) 6-16d sinker nails continuously sheated Minimum 50001b header-to-ack-stud x N with 1/2"wood t I I I rn 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 p p g I AS PER TABLE R602.3(3) Sd 6"O.C.ALONG = w I pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing Z �° 8d 6"O.C.ALONG TOE NAIL 3-8d NAILS rn I I I 1 I I I EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL 8d @ 6"O.C.ALONG @ c I Minimum 40001b header-to-jack-stud strap BRACED WALL PANEL 8d 6"O.C.ALONG AT EACH BLOKING MEMEBER S ° J I I WITH 8d COMMON NAILS BRACED WALL PANEL @ I I I BRACED WALL PANEL o I° on both side of opening opposite side of Panel splice edges shall occur over (0.131 X 2.5"LONG) o s sheathing and be nailed to common blocking J I I I I I 1 AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL °i - within the middle 24"of the portal- IN WALL PANEL x �, ° Min.Double 2x4 framing covered with minimum P 1 1 I I I IN FIELD BRACED WALL PANEL ���- . _P•�- LJJ I I 1 BRACED WALL PANEL 112"thick wood strucral anel sheathin leg height. One row of 3"o.c,nailing BRACED WALL PANEL g i P 9 I I I 1 I BRACED WALL PANEL INTERIOR FINISH: � ,I with Sd common nails @ 3"o.c.in all framing I is required in each panel edge. SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d 16"OC ALONG ° i studs,blocking,and sills typical if needed I I I I I I @ 3-16d @ 16"OC ALONG � ! ( g' ) yp WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3 16d @ 16' OC ALONG 3 16d 16"OC EACH !° Q @ I 2'to 18' finished width Min Double 2x4 or I I I BRACED WALL PANEL 3-16d 16"OC ALONG WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER ( ) BRACED WALL PANEL _ _ - _ _ _ _ _ _. _ _ TABLE R602.3(1)FOR EXTERIOR WALL a ie Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural 2 I II � SHEATHING per Table R602.10.5 panel sheathing (� I I CONTINUOUS RIM OR e Min double 2 x post 3� I I I END JOIST CONTINUOUS RIM OR •I i, jack studs per J = I I I 1 I ALL HORIZONTAL PANEL JOINTS LEND JOIST ,I !, No.of Min.(2)2x4 typ. Table R602.7(1&2) SHALL OCCUR OVER AND BE O LIE NAILED TO COMMON FRAMING °I I• Min. (2) 1/2"Diameter anchors G OR BLOCKING WITH WITH PANEL i 2-16d NAILS EACH SIDE -- installed per section R403.1.6 EDGE-NAILING IN ACCORDANCE L with 2"x 2"x 3/16"plate washer I WITH THE IRC SECTION R602.10.10 U_ FULL HEIGHT BLOCKING ADDITIONAL FRAMING CONTINUOUS ALONG LENGTH I I I OF BRACED WALL PANEL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING 1 1 I I 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL BRACED WALL PANELt ' , W 1 I I I I 2-2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 V Z I II II — Q F 1 I I 1 1 I FIGURE z I I I I I I R602.10.8(2) Attach Sheathing toFIGURE R602.10.81 Band or Rim joist with nail sole plat Attach Sheathing nail sole plate Z _ �, _ _ _ _ _ _� BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials IJ tojoistper Band or Rim joistwi to joist per O O - - - - - - - - - - - - - PARALLEL TO FLOOR/CEILING I Sub-Floor nailing sched. 8D common nialsnailing sched. i� PERPENDICULAR TO FLOOR/CEILING Bottom ° FRAMING Bottom — --° --- at 3"o.c.Top and Ll�- Rim Joist n/ FRAMING • ` ° Rim Joist Bottom P. Holdowns erPlans ryFASTENING REQUIREMENTS FORnchorBoltsand VJ W BRACED WALL PANEL ASPERperplans O 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 a— Q 0 co Q 6„ Simpson Stud To Rafter 1-1/4" gale. x 20 gage W coil strap with (5) 8d common DTT2Z Connector _ Were the distance is SIMPSON H2A nails in each end at each rafter. �, —"� W (8) 1/4" X 1- 1-1/2" CN between 9-1/4"to 15-1/4" at each Rafter. With .s Typical Metal provide blocking @ o o N SDS SCREWS Strapping - WINDOW HDR braced wall panels (5) 8d x 1-1/2"„nails in Rafter 4 Ft Perimeter L 6 @.` ° 2 o 16 at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES ALLOWABLE LOAD: 1,825 LBS (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side o m o a)�°T Horizontally attached v - c c 1/2 THREADED ROD plywood sheathing g of Ridge to have a a U if- Schedule o ` r o " shall have Solid Blockin Dwg-1L o COUPLER NUT AND 2 ";, N Y @ all Plywood Joints Simpson s ewa a hange . 1/2" ANCHOR BOLT SIMPSON H2A ` 8 N` 2 o � a o 3 Solid blocking between at each Rafter. With 1-1/4 x 20 Gage Metal Coil Y °3 r'e 3 �, rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails ° a a , w plate with 8d nails @ 6" o.c. (2)8d x 1-1/2" nails in plate in each end. catch jack studs °° `" 0- o E along lenght of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks L 0 __ o 0 3 `o and window or door Header. ° ° L - L- E ° Lessthan = ° o ma �' � E2•°_ °' Corner Holdowns Gable End Wall U c 0 U ° c Preservative-treated panel. for Refer oons Typical each side and ALL for locations windows and doors. „ ° �, ° a �,v o 0 ` co if required t0 12 w barrier required for N or Equal z:_ Q € o connectors in contact � 6wma HmEn�oa with treated wood RIM JOIST BLOCKING BETWEEN RAFTERS an. BRACED WALL PANELS IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS SIMPSON CORNER See details on HOEDOWN (7a. BOX FRAMING this page. •• TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 )U^ IN LIEU OF RIDGE STRAPS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ EACH RAFTER ALLOWABLE LOAD: 1,8525 LBS NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD Z Zf U) 4 NTS tj N.T.S. 6 7 2-1/2" LONG 8 9 OF THE RAFTERS WITH 4 8D NAILS EACH END 0 Q C) < ATTACHED CONNECTOR �/ 1—' ALL THRESHOLD CAREFULLY J L.1_ TO I-JOIST W/MINIMUM W FLASHED&CAULKED TO O F-- 0 TYP. EXTERIOR WALL. OF(19)8d NAILS PREVENT WATER INTRUSION COMPOSITE RAILING SIMPSON BSC '' CONSTRUCTION. I I SYSTEM.VINYL RAILING illiMINIMUM 2X6 @ 26"ATTACHED CONTINUOUS FLASHING EXTENDED I j TOP AND BOTTOM RAIL PAST JOIST HANGER i AND COLUMN COVER AND OUTER THIRD CUT ALL THRESHOLD CAREFULLY FLASHED TO JOIST WEB W/(16) 10d NAILS COLUMN CAP. MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY AND CAULKED TO PREVENT AND CLINCH GALV.DECK HANGER COMPOSITE OR FOR CODE LENGTH WATER INTRUS�APF— SIMPSON LUS26 @ 2X6 PRESSURE TREATED lgl 12 Min �� SIMPSON LUS28 @ 2X8 WOOD DECKIN 4"TREATED POST SIMPSON ABU POST CONTINUOUS FLASHING 36 I X 4 TREATED POSTS @ O CONCRETE BRACKET SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST FRONT PORCH DECK c. SIDE COVER 2"MINIMUM EXTENDED PAST —"\ AS PER MANUFACTURES 6"TREATED POST 1/4 JOIST 0 MIN 2X8 P.T.SO. PINE LEDGER; SPECIFICATIONS. @ REAR DECK �� 2-1/2"GALVINIZED DEPTH, MAX. CLEAR JOIST HANGER ° • • 2 x JOISTS l GRADE ATTACH TO BAND JOIST WITH O 1/2"DIA. GALV BOLTS W/ CARRIAGE BOLTS 2"MIN. 1/6 JOIST 1/2"DIA. HOT-DIPPED GALV LOCK WASHERS. 113 JOIST DEPTH,MAX. $ eo GALV. DECK HA LAG SCREWS PER IRC TABLE R507.2&PLACEMENT OF O 1/2"x12"LONG STEEL DEPTH, MAX. Q ° LAG SCREWS PER FIGURE R507.1(1) 2x RIM JOIST ANCHOR BOLT Use 1-1/4" Metal N see Schedule on DWG-1 Z COVERED PORCH FOOTING: O Coil Strap 20 Gage M tip of lag screw shall fully extend beyond SIMPSON H2,5 AT 24"x 24"x TO VIRGIN SOIL �� CV 0 Q the inside face of the band joist. � MIN 36"BELOW GRADE Solid sawn joist and rafter 12 Min (5) 8d common nails = Lu 2X LEDGER; ONE SIZE GREATER •; ., �� EACH JOIST ( ) SIMPSON DTT1Z @MIN OF �:;,;' ' 3 M SQ in EACH END at v THAN JOIST AND NO GREATER SIMPSON DTT1Z W/(6)10D X 1-1/2" n otch i n q and borin; limits. ; J. � j Q THAN THE DEPTH OF BAND JOIST 4 LOCATIONS, SPACED EQUALLY NAILS @ MIN.OF 4 LOCATIONS u SIMPSON BC �� EACH Stud. Q W LAG BOLTED TO BAND JOIST WITH WITH ONE WITHIN 24"OF EACH SPACED EQUALLY. TWO WITHIN 24" POST GIRDER NTS 8d @ 6 oc Along raced Wall Panel 1/2"DIA. HOT DIPPED GALV. END OF THE LEDGER. ALLOWABOF EACH LE LOAD:910LBS.OF DECK: CONNECTOR MIN THREAD MAXIMUM OVERHANG FIGURE R602.10.8(l) LAG SCREWS AT 16"O.C. PENTRATION 3/8"DIA. LAG SCREW PREDRILLED SHALL BE JOIST SPAN 14 P.T. POST TO CONC. PIER & FOOTING TO CENTER OF TOP PLATE,STUD WALL TO WALL STRAP EXTERIOR DECK LATERAL LOAD CONNECTION Cad. ENGINEERED JOISTS R507 EXTERIOR DECKS OR HEADER CONNECTION @ COVERED PORCH NTS 1 O 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK AND RAILING DETAIL ,� 3 SIMPSON ABU Installed in accordance 1 G NTS WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS with Simpson Specifications J 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 � Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap ry STAGGERED with (5)-8d common nails with (5)-8d common nails Hot Dipped Galvanized Strap C� NOTCH d SEE TABLE 507.2 Z FASTENERS at each stud at each stud with (5)-8d common nails [--� DEPTH<1/4 HOLE EDGE IN 2 ROWS Strap may be attached OVER at each stud DISTANCE>51 " Strap may be attached OVER U OUTER 1/3 OF the plywood OR directly to Strap may be attached OVER a, o SPAN ONLY HOLE DIAMET O O O O • c the plywood OR directly to W <2/5d O O Q 5.5"MIN FOR 2X8 Studs. the plywood OR directly to 6.5"MIN FOR 2X10 Studs. 1-4 SINGLE STUD 5"MAX Q = ,- CZ STUD <0/5d DIAMETER 7.5"MIN FOR 2X12 _ Studs. � � DOUBLE STUD 0 © O � � ? MCU BLOCK SOLID ix rn '0 -PLATE o ;� . , ' � ' A A 3-16d @ 16" oc Along 'o o HOLE EDGE 2 MIN LAG SCREW OR THRU-BOLT _ Braced Wall Panel - BETWEEN JOISTS ..o �00 o .� DISTANCE>5/8" LEDGER BOARD 314"MIN = y N =III=III FIGURE R602.10.8(1) =11_I=III a F� "=I I I PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD 'D O PER FIGURE R507.2.101 OF 2015 IRC CODE STRAPPING F6, • Stud notchingand borin limits. *Distance can be reduced to Applies to Garage Wall and a =lii�4-7- NTS -�I- _ if lag screws are used or bolt Slab on Grade Construction =ii-lily p 9 - it METAL spacing is reduced to that of II- lag screws to attach 2x8 STRAPPING f� (�,_Alb ledgers to 2x8 band joists (1/2" NOTE;ALL STRAPPING SHALL BEAR MIN. 12"ON STUD OR AT EACH JOISTS stacked washers not permitted) RAFTER FACE TYPICAL FOUNDATION-SILL-STUD 16 17 STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING I 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. 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 Fill entire Cavity to up and out of the and lay on plywood R-38 Batt Insul. ATTIC INSULATION Sealant subfloor way for access Insulation dams attic hatch - R-value EIING FRAMING Sheathing thin profile structuraL._ Tub equal to the Ceiling Double Frame Attic Typ Roof Const. prevent loose-fill sheathing as draftstop Typical insulation requirement access opening x CJ w/ insulation Base plate----, insulation from behind tub exterior Sealed to Air Seal as per drawings floor Gasket falling through Continuous Bei--- wall Typ Fascial--- 6- access of Sealant or Soffit see A-� Sealant AM� Const. Dwgs solid blocking adhesive ;p Sealant -" Sealant or 1" min Rigid -- - -""" --� adhesive Insulation. Air or rigid insulationeat stairssealed around Weatherstripping Z Adhesiv ��� EXPANDING FOAM SEALANT Typ. Exterior waSealed at perimeter four ed es Panel frame gapCasing " CONTINUOUS BEAD OF SEALANT w finish w/ soffit material g � with caulk _J 1/2 Gyp. Wall See Const. Dwgs Pull-down Sealant 1 x2�Stop Board RECESSED LIGHTING FIXTURE 1/2" plywood DRYWALL CEILING staircase or foam W W 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 J G Thin profile 0 Fireplace enclosu structural Eave baffle installed �- insulated to top sheathing adjacent to soffit and eave " '° N . - '" LL of second floor Sheet Metal Firestop CONTINUOUS BEAD vents. Baffle shall extend over "" (,l_J Seal joint OF SEALANT the to of the attic insulation ceiling line 1 p J W support Non-combustable as per IRC chapter 11 TYP. ROOF CONST. (� blocking sealant (R40202.3) SUBFLOOR GLUED,CAULKED OR GASKETED 1/4" structural sheathing TO RIM JOIST/RIM CLOSURE 2 x CJ W/ INSULATION Sealant or as enclosure liner sealed i SEALANT Typ Fascia AS PER DRAWINGS U) Q Table R402.4.1.1-Air barrier and insulation installation. at perimeter and seams. Soffit see � OR HERS RATER Q 0 0 adhesive Pre-Fab Fireplace Const. Dwgs - ry Fy T .4.1.1 ) U Refer to manufacturers ° W SILL PLATE INSTALLED SEALANT W Q AIR BARRIER AND INSULATION INSTALLATION specs for installation OVER GASKER SILL COMPONENT AiR BARRIER�CRITERIAa INSULATION CRITERIAa °°°D manual SEALANT Typ. Exterior wa 0 General A continuous air barrier shall be installed Aur-penneable insulation shall not be used as a sealing material. --------------Typical foundation & framing See Const. Dwgs requirements in the building envelope. O See architectural plans Exterior thermal envelope contains a AIR BARRIER AT FOUNDATION TO BAND JOISTS Q continuous air barrier. f AIR SEAL DETAIL aC� PREFAP FIREPLACE - �- �- W Breaks or joints in the air barrier shall be RAFTER SEALING AT ATTIC SAVE sealed. NTS This detail is for weatherstripping and draft sealing, It is not to be used as a guide for fireplace installation. 0 Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The E ° p Refer to Manufacturer for installation manual, �- c � '� installation density of the insulation shall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE .0 o.� recommendation and said density shall be maintained for all volume of Y mY E r N o Y each cavity. Batt type insulation will show no voids or gaps and F`o `1 _ .0 C V Z5 maintain an even density for the entire cavity.Batt insulation shall be ENERGY NOTES 2-5_.0 0) cu installed in the recommended cavity depth. Where an obstruction in r c i _ 8-0 o, 1 M' 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be -.---� = 0 the cavity due to services,blocking,bracing or other obstruction .a o 2 1. All design & construction in compliance and built accordingly to the provided for each separate heating and cooling system. Temporarily operate a 0 Y ; aY t,=o exists,the batt product will be cut to fit the remaining depth of the g P 9 Y i J cavity.Where the batt is cut around obstructions,loose fill insulation Energy I .N _ - 2015 International Ener Conservation Construction Code and the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer - t 0 r �, 0 3 t r•E Z"� 0 3 2016 ECNYS supplement. The authority having jurisdiction shall be shall be max 70 F heating and 78 F Cooling. .�.- s"" o o ° � n s shall be laced to fill an surface or concealed voids,and at the PP Y g 1 9 9 CERTIFICATE ( MANDATORY) N1101.14 (R401.3) '`�.. } ' o o „ 0 0 a N 0 .. P Y � r I o::: .0 mm manufacturers'specified density. Where faced batt is used,the permitted to determine an energy efficiency program to exceed the 1 I u, N ._- p 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum ' =s - M � installation tabs must be stapled to the face of flue stud. There shall be energy efficiency required by this code. PP Y A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE I a 0 = = 0 0 0 of R-8 3" or greater in diameter, " ' - ~ ° " 0 "'� `°" no compression to the batt at the edges of the cavil due to inset @ g and R-6 @ducts less than 3 In diameter. BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE .o o p g y All HVAC Plumbing &Electricals stems shall meet the IRC chapter 11 Ener Diagrammatic. Duct locations drawings shall be provided b an approved third stapling installation tabs. 9 Y P 9Y g g p Y pp FURNACE IS LOCATED. ,�'° � _` ° y p g art using the Manual "J", Manual "S" & "D" submitted at CO. u �._ ¢N = _ o efficiency, International mechanical code, International energy conservation code party 9 THE CERTIFICATE SHALL LIST THE FOLLOWING: �;` },►! a E 7- �,-o 0 0 0 L N ;,. L �w Insulation that upon installation readily conforms to available space and the 2015 ICC and 2016 NYS Supplement. I; o En� ;- c mE a.=_o a shall be installed filling the entire cavity and within the manufacturers' 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall R-VALUES FOR CEILING/ROOF, WALLS, FLOORS fj ii density recommendation. 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder be sealed by an approved third party(HERS Rater) using the FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC), AND DUCTS. and posted on a wall in the space where the furnace is located Manual "J" Manual, "S" &"D" submitted at CO. 1 Ceiling/attic 'Ilio air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the p U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. = u,., , ,._.•,.;,t. _ ., e.•„ it i" ceiling/soffit shall be aligned with the air barrier. 3. R402.1. Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine (� insulation and an gaps in the air barrier j'' tra.I, °" ' y g 1 Buildingenvelope (prescriptive) per table N1102.1.2 insulation & Fen. b Component. air leakage b an approved third art HERS Rater using the G'~�.. . i sealed. p (p p ) p Y P 9 Y Pp party( ) 9 RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. manual "J" Manual ,"S" & "D"submitted at CO. ., i7 _y' t 3 z U) Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of TYPE AND EFFICIENCIES OF HEATING, COOLING, wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. sections N1102.2.1 through N1102.2.13 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. WATER HEATING EQUIPMENT. Q Q shall be scaled. 111 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Walls 7lie junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated accordance with the criteria listed in table 402.4.1.2 or required by code official, fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. U) W plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal or an approved third party using manual "J", "S" &"D". DUCT SEALING REQUIREMENTS top plate and top of exterior walls shall be resistance of R-3 per inch minimum. 11. R403.5.1 (Mandatory) Heated Water Circ &temp maintenance as per sealed.Knee walls shall be sealed. Exterior then-nal envelope insulation for framed walls shall be 6. R402.4. Air Leakage: (Mandatory) Air leakage in accordance with sections N1102.4.1 section N1103.5.1.1 and N1103.5.1.2. Q installed in substantial contact and continuous alignment with the air through N1102.4.5 l barrier. 12. R403.6; N1106.3 (Mandatory) Mechanical ventilation Shall meet the requirements j Windows, skylights The space between window/doorjambs jambs Air leakage shall be tested and verified by an approved HERS rater as having an of the M1507 of the IRC code or with other approved means of ventalation. �: and doors and framing and skylights and framing air leakage rate not to exceed three air changes per hour. A written report of the Provided by and approved third party or approved HERS Rater. test results shall be signed b the art conducting the test. e iq,li d,nir ,'."f shall be sealed. 9 Y party 9 openang limitmrp Cev ice Refer to N1102.4.1.2 for testing requirements. 13. R403.7:R403.7 Equipment sizing (Mandatory) Heating and cooling equipment Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. shall be sized according to the ACCA manual S based on building loads , 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside calculated in accordance with manual J. Sizing and efficiency ratings shall be -.w,..•..'_ Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain provided b an approved third art HERS Rater using Manual "J" �J __ above garage and exposed edge of insulation. pcmianent contact with the underside of subfloor decking or floor combustion air. Factory built fireplaces shall be listed and labeled P Y PP party( ) 9 W ---- ---------- cantilevered floors) framing cavity insulation shall be permitted to be in contact with the according to UL 127. and Manuals S & "D" - oo ~O i,F,� �n, k\ r topside of sheathing or continuous insulation installed on the 14. R404.1 (Mandatory)Lighting -A minimum of 75% of permanently installed fixtures 24 a sphere cam prat Approved w!ndrnv fall Dreyer<ion o Z underside of floor framingand extend from the bottom to the to of all = =1 P �v Inn c (n p must have high-efficacy lamps, Fuel gas lighting systems shall not have r.,<.,thro.,r,", dov,r:e(conmrm to ASTnu F zn9r,) o perimeter floor framing members. continuously burning pilots. N Q Finisherl F_'oo_r Height W Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be U to J shall be covered with a Class I,black permanently attached to the crawlspace walls. R312.2 WINDOW FALL PROTECTION DIAGRAMS i FleighQ W U , . vapor retarder i ith overlapping joints TOP OF THE WINDOW SILL SHALL f 1 Above W < taped. BE A MINIMUM OF 24"ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Height Above Fins zh�ed Floor Shafts,penetrations Duct shafts,utility penetrations,and flue GRADE OR OTHER SURFACES BELOW ON THE r shafts opening to exterior or EXTERIOR SIDE OF THE BUILDING.SHALL Fi i1:31'iCGv C Finished Floor unconditioned space shall be sealed. COMPLY AS FOLLOWS: H Narrow cavities Batts in narrow cavities shall be cut to fit and installed to R312.2.2 WINDOW OPENING CONTROL DEVICES: F h the correct density without any voids or gaps or ASTM F 2000.THE OPENING DEVICE AFTER OPERATION F�It,�sh.ed Grace w compression,or marrow c WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH cavities shall be filled by TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO � insulation that on installation readily conforms to the FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE available cavity space. To MEET EGRESS R310.2.1 Garage separation Air sealing shall be provided between the garage and conditioned spaces. N Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal a envelope shall be sealed:o the drywall. envelope shall be air tight and IC rated. r Plumbing and Batt insulation shall be cut neatly to fit around wiring and wiring plumbing in exterior walls. There shall be no voids or gaps or compression where cut to fit.Insulation that on Z installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on The air barrier installed at exteriorwalls adiacent to Exterior walls adjacent to showers and tubs shall be �Wl M O V 75� exterior wall showers and tubs shall separate them from the showers and insulated. tubs. Electrical/phone The air barrier shall be installed behind electrical or box on exterior wall co mmunication boxes or air sealed boxes shall be installed. HVAC register HVAC register boots tha'penetrate building thermal. O boots envelope shall be sealed to the subfloor or drywall. D Concealed When required to be sealed,concealed fire sprinklers shall sprinklers only be sealed in a manner that is recommended by the nin nufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. 9; IC = insulation contact. �' ' '� 04 a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. { I CONCRETE FOUNDATION Plumbing Note: (� B AALL PLUMBING SYSTEMS SHALL BE DA M P P RO O F I N G V INSTALLED IN ACCORDANCE WITH 5 5 PART VII OF THE IRC&NYS UNIFORM Damp-proof wall from top of footing CODE SUPPLEMENT to the finished grade, using a Electrical Note: bituminous coating, 3 Pounds per ALL ELECTRICAL EQUIPMENT Sqaure Yard of Acrylic Modified Cement, AND WIRING SHALL BE INSTALLEDIN ACCORDANCE WITH PART VIII OF or any other Code approved Material. THE IRC. A MINIMUM OF 75%PF Z PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS. Mechanical systems --I 18'-11" 231_7" THE MECHANICAL SYSTEMS SHALL W BE INSTALLED IN ACCORDANCE WITH PART V&VI OF THE IRC. TYP.COVERED ALL MECHANICAL SIZING PER ACCA Q b PORCH FOOTING / MANUAL"S"BASED ON LOADS CALCULATED PER ACCA MANUAL"J" SEE DETAIL DUCT COMPLIANCE WITH MANUAL"D" ON DWG-2 %vt OUTSIDE BASEMENT ENTRANCE R303.4 MECHANICAL VENTILATION. _J 8"CONCRETE WALL ON MIN 16"X 8" DWELLING UNIT SHALL BE PROVIDED FOOTING WITH 4"CONCRETE LANDING& WITH WHOLE HOUSE MECHANICALEl O ------_--_; 4"DRAIN TO DRYWELL,CONCRETE STAIR VENTILATION IN ACCORDANCE WITH ' ___ _; MEETING IRC R311.7-STAIRWAYS. SECTION M1507.3 2 - 2x8 P.T. GIRDER I HANDRAIL PER I ' ABOVE LL NOSING. 36"HIGH GUARD RAIL ON CO F I TOP OF CONCRETE WALL. d I J W N Z c Zn Z� I I 2-2x1 Q treated deck, girdei i� U) SIMPSON DTTZ2 HOLDOWN ALLOWAB -� Q O � V LOAD: 1825 LBS Q `-- --' O SEEDET4OND 2 o W uL.- 6'-1'1 6'-1'' 6'-1" - ° ' O TYP LO o LL I 0 Q � W _N DECK LATERAL HOLDOWNS $�� N -J �j�' O `- ONE WITHIN 24"OF EACH END ' (y AND TWO SPACED EQUALLY 7'-7" I 7'-4" O 7'-4" " Of " t� ALONG DECK-REFER TO O > 'A DETAILS ON DWG-2 ' N �/, I I I I I TYP.DECK LEDGER _ I 3) 113/4"x 9-1/2" LVL n ^ < ` ----------------SEE DET. ONDWG2 j -- ---� ---- ---� � a- 0- W ------ -- --------- - T------- ------- ---®--_�-�_--- - -----�1--®-------------- -- -- ------- ---- - -- ----- - CA ------ y Ili ' E ° - I I �' 02 o E � ' -O 2)U BRACE WALL ABOVE I I �' `° o ° _ F.D.U) CONNECTION DETAIL O 5 1I 0 c ® `o �v oU o DET 2 ON DWG-2 01 0 ;9 U �N OTYPICAL I) O C- L) a o a 2 J CU a) C O'O o ` 6 pO O LL QOI O B 8A1 oT co cN�` 2 x 6 DECK JOISTS@ 16"oc (D._ � C3L vi mo ac O V - a� =2-2 x 6 P.T.GIRDER OT ` COI Cf) O '°) � .3 co U"- w @) UNFIN. BASEMENT Ln LLO -J N I (� OI O I I I L C� waa` 3� E 4" CAST-IN-PLACE CONCRETE - _ = W SLAB INSTALLED IN a' ' ' - ° o a'P-o 2 c m N ° m Kaci I' Y d X ACCORDANCE WITH IRC O I O I ' CD L .2 2 c :c= E B" o a N O O X -, ` = LnV CO ` M � cL) U SECTION R506 0 N I r n3- Q W c N c a) o II Opp 1 N ' N ' ' i d - � c nE m r- 0 o 0 w O� l� 1 -1 F �iu5,miT H � EELScn. ` I 3'-3'/z" - - - '/Z - /Z7-8'/z " I I I � .rh 2x4 FRAME AROUND TYP.DECK FOOTING 9-1 L �_ I x ,-__ __, -- STAIRCASE FROM FLOOR SEE DETAIL ON DWG-2 ' ---- ----- ` .- ---. N .--- ---. N I , ' TO CEILING. TREATED SHOE _ - ------ --- --'-------' ------ --'----- - ----------'-------1---' -- ---- -- i PLATE AND GYP.WALL BD ---------------- 4-------r- r --r--- -- --- -r-- , -1 INSIDE FACE OF WALL MIN. -- ATTACH RAILINGS. HANDRAILS _- 34"-38"ABOVE NOSING. 7'-0" -� _ ---- UNDER STAIR PROTECTION: -1 T FOOTING/ __; R302.7 1.2"GYP BD SHALL U') C-p 30"x 30"x 12"THICK z BE STAIR LIED T UNDER �- CAST-IN-PLACE CONCRETE I I --'- X FOOTING&3-1/2"DIA STEEL �__J COLUMN ' (n I U) I -- ---' SIMPSON DTTZ2 -------- HOEDOWN ALLOWABLE ' r LOAD: 1825 LBS MAINTAIN REQUIRED SEPARATION ` U U U � SEE DET 4 ON DWG 2 DISTANCE FROM ALL HEAT Q '/✓ -N O PRODUCING EQUIPMENT TO y v 0 �y I N ILEA TYPCOMBUSTIBLE MATERIAL AS PER 0 r- O ' 0 MANUFACTURER'S SPECIFICATIONS o 0 l " ' urnace AND LATEST MECHANICAL CODE. co IL UT U_ CD 0 Cl) , O M DIRECT VENT FURNACE O o INSTALL IN COMPLIANCE N I N S W W/RESIDENTIAL,ENERGY /� , I c 00 ~ ANICAL CODE /�/ \ 0 1 I co CD z N U) 2 ANCHOR BOLTS �� ----- --"---- - CM 0 Q ( ) 1 _Q SIMPSON DTTZ2 I I = W IN EACH CS-PORTAL HOLDOWN ALLOWABLE 6i FRAME WALL ABOVE L AD: 1825 LBS -------_-.____ ______ _ U J SECTION-SEE SE DET 4 ON DWG 2 TYP.DECK LEDGER (2)ANCHOR BOLTS - <Y DETAIL 3 ON PG 2 TYP SEE DET. ON DWG 2 IN EACH CS PORTAL Q W U FRAME WALL ABOVE O U) ----------- -- --------- -- - ------------------------- --- -------------------- I SECTION-SEE = DETAIL 3 ON PG 2 ------------------------------ -----_ ___ ______----------------------- ' DECK LATERAL HOLDOWNS DECK LATERAL HCLDOWNS TYP.DECK LEDGER I ONE WITHIN 24"OF EACH END F� ONE WITHIN 24"OF EACH END SEE DET. ON DWG 2 U AND TWO SPACED EQUALLY 1�'I AND TWO SPACED EQUALLY I Y 0 1 ALONG DECK-REFER TO ALONG DECK-REFER TO DETAILS ON DWG-2 DETAILS ON DWG-2 -' I W �- I c� 2:2x10 treated deck girder o U) C-0,-__ CODE COMPLIANCE STATEMENTS: ----I-; ;----- --- (0 l­- •-----F _ _ _ _ , _ _ _ Xcn _ _ , _ _ _ _ _ _ _ , SOLAR ENERGY SYSTEMS (R324) �+` -� `-- -` ' �' +� O -� -'--13 1. The windows selected for this project shall meet ' SOLAR ENERGY SYSTEMS SHALL COMPLY the egress requirements of 8310. N WITH IRC SECTION 324,APPENDIX U ROOF FRAMING PLAN 2. All windows shall meet Section R308 Glazing and &NYS SUPPLEMENT.SYSTEMS SHALL BER308.4 Hazardous locations. �� ,� '- LISTED AND LABELED WITH UL 1741. - _ TYP.COVERED 26-8 $-10 PANELS SHALL BE LISTED AND LABELED SCALE: 1 /4" - 1 1-011 3. Windows were required shall meet the Window Fall PORCH FOOTING WITH UL 1703. protection requirement 8312.2. SEE DETAIL 351_6" W �� .--i c'3 SOLAR READY ZONE: 4. Bathroom windows shall meet the hazardous ON DWG-2 c, o glazing requirements as per R308.4 �/ ►'-'a �, IN ACCORDANCE WITH IRC CODE APPENDIX U 5. Stairs, landings, railings & guards shall comply M 10 THE TOTAL SOLAR-READY ZONE AREA SHALL BE with R311 & R312 0 NOT LESS THAN 300 SQUARE FEET NOT INCLUDING Gb •� ACCESS OR SET BACK AREAS AS REQUIRED BY 6. Outside lighting shall comply with RE 3803.3 TYPICAL ANCHOR BOLT - IRC R403.1.6 W o THE IRC AND NYS SUPPLEMENT. y p y MAXIMUM SPACING: 1/2" 72" 7. Stairwa illumination shall comply I with 8303.67 FOUNDATION PLAN EMBEDMENT OF 7" WITH NUT & WASHER. 'n 9 RCOF AREA ORIENTATION SHALL BE BETWEENO.C. : 'n 110-270 DEGREES OF TRUE NORTH. and R303.8 TYPICAL FOUNDATION 8. Fireblocking shall comply with R302.11 thru R302.11.2 IN ACCORDANCE WITH IRC CHAPTER 4 2 BOLTS PER PLATE AND HOLD AT LEAST - -�-,.v O 9. Draftstopping shall conform to R302.12 thru R302.12.1 TABLE R404.1.2(8): SCALE: 1 /4" - 1 1-O 11 ONE BOLT - 12" MAX AND 3-1/2" MIN OFF $�✓�t��D,����< , v - �a 10. Flame spread and smoke-developed index for walls ENDS OF PLATES. ��f, ��°� `� �� 14% and ceilings shall com with R302.9 thru R302.9.4 8 CAST-IN-PLACE WALL WITH g py HORIZONTAL REBAR PER IRC TABLE �'-'�� 11. O index for smoke-developed and Flames read S Smoke Detector p p R404.1.2(1) OR SEE DWG-1 NOTE #6. Mechanical Systems y Carbon Monoxide Detector '& insulation shall compy with 8302.10 thru 8302.10.5 „ THE MECHANICAL-HVAC SYSTEMS , ON 16 x 8 CAST-IN-PLACE CONT. WALL FOOTING, co �. 11. Recessed lighting fixtures rated for Refer to DWG-1 General Notes SHALL BE DESIGNED AND INSTALLED aF 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE IN ACCORDANCE WITH PART-V membrane penetration shall meet ASTM E119 In accordance with Section 915 of the MECHANICAL OF THE IRC 2015 �, �r ;,� �Z. and Flre Stopping as per ASTM E814 or UL 1479 SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND 2015 IFC as amended by the NYS . ��� ------ � '� A 0 pp g p TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP uniform code supplement C) 12. Exterior Decks shall comply with R507 "•�-� '` p y . FOOTINGS 1 V TO 2H . NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: SAFETY GLAZING(TEMP GLASS)IS REQUIRED Pre-Fab/ Factor Built Fireplaces C B A AT GLAZING IN A BUILDING WALL ENCLOSING Y p BATHTUBS AND SHOWERS WHERE THE In accordance with IRC code chapter BOTTOM EDGE OF THE GLAZING IS LESS 10, facto built fireplace inserts shallrj �J' THAN 60 INCHES ABOVE A STANDING rY p 5 SURFACE AND DRAIN INLET. be UL listed and labeled and Shall be WET SURFACES:R308.4.5 installed in accordance with the GLAZING IN WALLS,ENCLOSURES CONTAINING conditions of the listing. Factory-Built WHIRLPOOL,BATH TUBS,SHOWERS, fireplaces shall be tested in accordance SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM p EDGE OF THE GLASS IS LESS THAN 60" with UL 127. Hearths shall be installed in MEASURED VERTICALLY ABOVE ANY STANDING OR accordance with the listing of the z WALKING SURFACE SHALL BE CLASSIFIED AS PER TABLE R308.3.1(1)AND R308.3.1(2)OF THE IRC. Fireplace & In accordance with IRC code J for Hearths & Hearth extension. EXCEPTION:GLAZING THAT IS MORE THEN 60" All Fireplace shall be equipped with an W MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, exterior air supply. Exterior air ducts FROM THE WATERS EDGE pp Y• shall be UL listed. Factory Built Chimneys SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN shall be in accordance with IRC code chapter 36 INCHES HORIZONTALLY OF WALKING SURFACE 10 Section R1005 Factory Built Chimneys. 42'-s" OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 18'-11" 23'-7" 60 INCHES ABOVE THE NOSE OF THE TREAD OR WALKING SURFACE. j 351-6" G O LL ----------- W - SIMPSON DTTZ2 _J W HOLDOWN ALLOWABLE / 7 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (D L — � LOAD: 1825 LBS I r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - _ \ SEE DET 4 ON DWG 2 7 I I � C) � TYP L h r — — - — — — — — — u— — — — — — — — — — — — — — — — — — — — — — — 1 TEMP CSL �- TW3046-2 TW3046-2 I `�' TW3036 TW30410 TW30410 0 0 ry WALK-IN l o W I.L. CLOSET PORCHr- r ) W 6'-0" iv v, lN I 91 — — — — — — — — — — — — — — — — — — — — — — — — — O f'— 2 Bedroom #1O Bedroom #4 Bedroom #3 \ I `� ® q Q ILiir 141-611 5'-0" 141-611 r 3'/z" 5'/"I FRAMER TO VERIFY CENTERLINE OFWINDOW OVER KITCHEN SINK WITH N 30rR22 Ro,'� y C Ry R1 III nFP E.0 Att119" eek I N 13'-0" -- -- 5/ ,. o s ,n a -N M II I O Co o I-cmami°iccacn,cZmo�aicmZc r�cco C.: � moc3 NUo0vmo WALK—IN u CLOSET co CO q WALK-IN 0. N 0CLOSET 92fUo04o_ 2'-811 21-81 N '0.2 Y2 n° co N a�i.4 caw 8LKITCHEN -0 Co q.� q 16,-4'/z1 6, HALL g �N z 3/z o a c In 8 mU) o (D 2_8 o d ® _ ��DOWN :3 a, w Ui� M N J Ea.Eow I o7 o0 bo ( PROVIDE W R-PROOF Lo 0„ co 'Cr3'- 4'-11" 314" � PA WITH RB&DRAIN O o NWALK-IN 3'/' " 00 LOTHES DRYER ACCORDANCEWITHo 3'/z - 5 IN --------- CHAPTER 15CLTHES 8'-6'/z" DYERS EXHAUST. Q _______ 2'-4" 2'-8" N -------- Cl) - 2 DINING ----- - Y�n3co0Co , N `t _ -� N "' I I =N -----�-n® l� BAT -------- C1 A 3'-6"21_4 - ------- ♦ _ ---- --------- o -------- POST FAN HDR77I------ (2 -------- POST -------- GUARDRAIL -------------- II % HDR 0M _ 0 9-3' I I <V ---------- -----' /z" ' " N M ' 5,/211 1 n 71_01, ,/� o 1'- 1'-0'/2" --- - -- - SIMPSON DTTZ2 OPEN HOLDOWN ALLOWABLE UL LISTED 4'-0" LOAD: 1825 LBS 0 8'-4/211 SEE DET 4 ON DWG 2 3 WOOD BURNING __ _ -__ TYP CD LU Bedroom #2 5'/z1, PRE-FAB FIREPLACE I I T_ I- ---- I o GLASS DOORS& o o N Z oe HEARTH EXTENSION LIVING up <o AS PER RESIDENTAIL a) O CODE-CHAPTER 10 I I T O N p Q VENT TO EXTERIORI I - N (L V co 6i3-2x6 jack I I 21-41/211 4 0 21-01 0 IY > Q _ studs bet.windows I o 25'-9" Co < U N � I � cn LO _0,1 SIMPSON DTTZ2 tO HOLDOWN ALLOWABLE 3'-0" _ — — — — — — — TW3046— — —TD3Q46— — TW3046 — — — — — — — 00 LOAD: 1825 LBS C0 SEE DET 4 ON DWG 2 TWI TYP — *tom o 1314" 1314" ' ' 11 26'-811 8'-10" _ Io I ! zo 11 -- z' 2ND FLOOR PLAN --- R312.2 WINDOW FALL PROTECTION NOTE: HB&G Perma cast r4 M SCALE.- LE; 1/4 I 1 _OII Craftsman Column � M 0 fit on framed base& 00 WINDOWS, EXTERIOR FRENCH & SLIDING DRS Stone VeneerFinish CD NAME AREA TOP OF THE WINDOW SILL SHALL Plans indicates ANDERSEN series 400 Tilit Wash r I y s 11 11 Bucks Count Led estone 4-0 4-6 9-8 4-6 4-0 BE A MINIMUM OF 24 ABOVE THE FINISHED by Boa FLOOR AND GREATER THAN 72" ABOVE THE Model Numbers and shall be In accordance with IRC R609 261-8" 81-1011 o M C13 Gross Floor Area 1320 aq ft. FINISHED GRADE OR OTHER SURFACES To be designed & installed as per manufacturers � � `r' � `OP. BELOW ON THE EXTERIOR SIDE OF THE specification for 140 ultimate design wind speed All 35'-6" U BUILDING. SHALL COMPLY AS FOLLOWS: and IRC Table 301.2 2 , 301.2(3) xDA R312.2.2 WINDOW OPENING CONTROL DEVICES: Provide HP LOW-E4 glass; U = .30, SHGC = .29 9'-1"PLATE HEIGHT WINDOW OPENING CONTROL DEVICE SHALL EGRESS: shall meet R 310 O Smoke Detector < a COMPLY WITH ASTM F 2000. THE OPENING WINDOW FALL PROTECTION: shall meet R312.2 1 ST FLOOR PLAN Carbon Monoxide Detector DEVICE AFTER OPERATION TO RELEASE THE Substitutions made upon meeting Code. ,I , Refer to DWG-1 General Notes NAME AREA DEVICE SHALL ALLOW THE WINDOW TO See a e one eneral notes for additional FIRE BLOCKING SHALL BE INSTALLED SCALE: 1/14 = 1 -(� = - p g , g In accordance with Section 915 of the FULLY OPEN TO MEET THE CLEAR OPENING IN ACCORDANCE WITH IRC R302.11 Gross Floor Area 1528 s ft. 2015 IFC as amended by the NYSt Code requirements. THRU R302.11.2 AND DRAFTSTOPPING Ci REFER TO DRAWING # 6 FOR AS REQUIRE TO MEET EGRESS R310.2.1 uniform code supplement PER R302.12 THRU R302.12.1 FRAMING AND HEADER SIZES Z_ J J W SCREENED PORCH - -------- 6" sq porch posts -------- 2 O _ _ _ _ _ _ Q ,2x8 Ral%ers 16"oc 2x8 Rafters 16"cc 2-2X10 W ' W ,2x8 Ceiling Joists -S 16" OC I J W O UNINHABITABLE ATTIC WITHOUT STORAGE: 10 PSF LL i V z X Or - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i N Z Q .. I r — — � I N ' I - 2-2X8 2-2X8 C� <C Z r - - - - - - - - - - `-,- - - - - - - - - - - - - - - - - - - - - - -ll- , (3J1-3/4"x11-�/8" LVL FLUSH QQO u ° EXT, WALL ABOVE 1 I LL 1 2-2X10 2-2X10 I I 2X4 CI Jets II cv 0 o � CLOSET � o W � I N - � �edrm 1 O f- I I I ID16 o.c. Q I IL O 6 6C C/) _ _ � Q 1 Bedroom #4 Bedroom #3 1 I co "' -� � vrjo 2-2x8 / 3 1-13/4" x � o L Q ---- , post 111-7/8" LVL FLUSH - — - — - post �U ` o.o ` I I � 7 30�R2211 Ro.' e� "� I ' g °' ` mfnlmum; c ; a� D' w m m o a L 1 Attifqa ee�� v I u _ 2, m O " c U a O V C O C U 1 •_ _- 1 O O 15 Z a O . 5 C N U _ .0 � � ° _ 0.40 I x xx X WALK-IN x x X I I c��aa�ic0 _jv N N N CLOSET N N N 1 _ x m o x a r' co � @ (3 N �.ti 2 c o �, zTa`o c o °'Lin 2 � c c�3: 0 0 1 1 TTF - -I ------- �2x4ClgJst� 11u oo � N � 1 -� - - - - - - - - - - - - - - - 2x10 Rid e - - - - --- IJ � N L L c c N m o o E 0 R-21 this I J L L CD 0 N.s ao 0 I I cs� c� t- >_ CL N part ofClg o � ` z.= -LW' =0r_ BATH \ HALL 1 x x C �-- ¢ �n � u, mo U_ }}��'`\I � I IN N o c aE W ma � o �� (V ' I XI�Cj.�l ` CV CV t O E-O 7 L C N I x \ U I I 1 I I U to (0 Q F- f6 E O S'6 a. Q c� II I N I u I p 1co r r 1 I WALK-IN c? V 1 X I ' N I ' C\1 o DINING o CLOSET ' -�-� � \D0 -------- M din cv 2x13 Rafters 16"oc I x 1 ® I @ -------- I -------- to 1 Q _��= --------- I (2) 3-1/2" x 11-7/8" LVL FLUSH - ----- x !X x - - - - - I- �p,�� I cA U UI -------- _ ------------------- ---------- C14 -- -- ---- 1 �`' ,y.F x co b -------- I post post post Post - -------- I / N N -------- -------- I 1 ,/ BAT (2) 1-3/4"x g !' _ SOyID POST x 0 Q) LVL TYP. ______________ ________ 1 -- --- -6 ----------- FY_ I I UO - ----= i N ___ ___ HOLDOSIMPSON DTTZ2 C'� O ------- �I�IN I --------- 1 I I HOLDOWN ALLOWABLE Bedroom #2 OAD: 1825 LBS I --____-_ II TYPDET40NDWG2 I a o 0 II --- --- oil - Q L ► �° o tu I Q) o o , 11 up 1 OPEN i _L; N I I x O 2 x 8 Rafters 0 16" or- 2 x 8 Rafters 16" cc ( `�' O � Q/ i � SIMPSON DTTZ2 I I � n, Z 2x10 Clg Jets 's l6"oc 2x10 CI Jsts 16 I g 16" oc I r ALLOWABLE HOLDOWN I I < e 2x4 G.T. 16 oc x 2X4 G.T. 'a 16" or- 1 --. ` SIMPSON DTTZ2 O LOAD: 1825 LBS Q ' �`+ HOLDOWN ALLOWABLE 2X12 (3 2-2x6 ,jack I I LOAD: 1825 LBS N 'V4 1} d SE studs bet. windows I cv TYE DET4 ON DWG 2 U � POST , POST LVL I LVL 2-2X8 2_2' g 2-2X8 1 _a 2-2X8 2-2X8 2-2X8 2-2x8 n ,1 1 - 3-1/2 x 11-1/8 post LVL Flush I u u �°� _o COVERED X PORCH `�' 3-2x10 °' 3-2x10 3-2x10 - - - - - - - - - - - - - - - - - - - - - - - - 4D] - — - — - - - � � rn C14 HB4G Permacaet craftsman IIUII a columns on 2x4 framed wood _ - ---------------------------- --- w O base -------------- CZ cis rn F�q1 w 0 O V ROOF FRAMING AND CEILING FRAMING FLAN 2nd FLOOR FRAMING PLAN Q SCALE: 1/4" = I '-011 SCALE: 1/4•• REFER TO DRAWING # 6 FOR , FRAMING AND HEADER SIZES , ffNNIf �` � BRACING METHOD IRC BRACED WALL PANEL Gntlrltlu�usLv PHE Tn ® CS-WSP CONTINUOUS SHEATHING PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 2-1 2-2 2-A 2-B LLI IJEiEms' _ WOOD STRUCTURAL PANEL T.._ ' DETAIL #1 ON DWG-2 -___. -Lr u�,E � / � r � TABLE 8602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-P F CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT) 10.5 25.5 8.58 25.5 16 19.83 19.83 33.16 33.16 27.5 27.5 PORTALFRAME DETAIL#3,DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH (inches) 27" 27" 18" 27" 27" 27" 27" 24" 24" 24" 24" HOLO j GB GYPSUM BOARD TABLE 8602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 2.6 11.2 2.5 11.2 7.4 9 9 7.6 7.6 6.5 6.5 n ='.EL GE.I -E _'ED =LLF-IIEL J =LL F�',E_+T TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c E',:' e===E :•-.LLr.E ElECFBR-CED:%r,ILLIIIE END CONDITION 1 END CONDITION 2 BRACED WALL NOTES: REFER TO DETAILS ON DWG-2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 J FOR HOLDOWNS,STRAPPING, BRACED J ` WALL DIAGRAMS AND DWG-1 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 FOR NAILING SCHEDULE. ALL BRACED W WALL PANELS SHALL BE FULL-HEIGHT 3. WALL HEIGHT ,95 .95 .95 .95 .95 .95 .95 .9 .9 .9 .9 SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.30 1.30 1.30 1 1 1 1 CJ f/ 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 5. ADDITIONAL HOLDOWNS 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 J 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE 6. GYPSUM BOARD OMITTED n/ or BQ=c_c::=LL LV.E A LLF-'.ELSHALL BE OFFSET NOT MORE THAN 4 FEET. LL 'EEE�E_.1=EL'E'.TS END CONDITION 3 END CONDITION 4 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 7. GYPSUM BOARD FASTENING O THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. =s,Tr_c.=_ _`=_-T-EC REQUIREMENTS 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH a' END OF A BRACED WALL LINE RESULT REQUIRED BRACED WALL LENGTH(FT) 3.58 15.4 3.5 15.4 9 11 11 6.84 6.84 5.85 5.85 Return panel:24"for braced wa" lines sheathed v,,1h 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL 'f/ Wood struclxa' pane's PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE TABLE R602.10.5 page 187 ADJUSTED Length 1.5 x actual(ft) 6 4.5 2.25 r�f 32"for braced wa" lines sheat`ied wiith R602.10.2.2 LIJW structa,a'fbe,bcard PER PLAN BRACING LENGTH PROVIDED(FT) 12.83 38 6.5 15.83 25.3 14 21.66 12 16 24 16 J / ABBREVIATIONS; BWL=BRACED WALL LINE, z Distance D: 24"for braced wa'' Imes sheathed Wv!th BW=BRACED WALL, COMPLIANCE YES i NO Y Y Y Y Y Y Y Y Y Y Y Wood structura' pane`s CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL z Q 32"far braced wa" I nes sheat'ied w;th CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION = - structxal fbe,boa,d a.Linear interpolation shall be permitted z `'=tTE b.The total adjustment factor is the product of all applicable adjustment factors. ��/)� CEAzE LLF=',E_ J P PP 1 �/J O END CONDITION 6 Hold-down 800 lbs canac;ty fastened to the edge of Me. c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines Q O device: braced wa'� pane'closest to the corner and provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. to the fcundat;on or floor framing be°cv, Cif For$I:1 inch=25.4 mm, 1 foot-303 mm,11b-4.45N I I I rr^^ UJ Q FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES I O WITH CONTINUOUS SHEATHING 3 ' ' i 0- o >_ cn 31-011 191-1Oi211 '-�" 41-0" ry CL Q to WCLW n �'-5341111 _=ol �1-8" 31-0" 41-0" 21-10/411811 ' �} ol '-011 I 2�1-(p 11 IQ I t -OI 1 " E o 0 tm,- `I-O 11 v O ° i � C i � o .C+ a` m = Y.� � E rcc O � CNO U a 01 C.L... L�, O = - - I -- - U I, •° N BWL 1-1 - y 0_ °a y 0 � °'�� >L 7 U Y3O- - - - - - - - - _ - - - - - - - - - - - y• C O fU Ns-_� 0 3 t cN•E3 0 SIMPSON DTTZ2 c m 0 0 �°�, N w rn O a,m _ - u� BWL 2-1 HOEDOWN �' m.`.__c r vi o c IL ALLOWABLE N =L � m � o ` 3 o E N I LOAD: 1825 LBS ' u o o o L o c m o - - - - - - - - - - -}- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - Qa' o mcm �•° a� .0.T Q N c )co N N O CO.E fU N•p L U.L.. o I0 =5 i � 0 � cS-W P cS-WSP c -WSP I I r 0 , - - - - - - - -- - - I - - - - - - - - - - - - - - - - - - - - - - - - -.- - - - - - - - - - - - - - - - - - BWL 1-2 c-�v I BWL 1-2 GB METHOD TABLE R602.10.4 7"O.C.AT PANEL EDGES o I t� I INCLUDING TOP AND BOTTOM PLATES,7"IN FIELD , ALL HORIZONTAL JOINTS I I B II U BLOCKED AND , I 8 -�CJ�4 ' FRAMING CONNECTIONS AS PER DETAIL 2 ON DWG 2 I 1ro1-4/411 I I i I IIo4I I I _ _ BWL 1-3 I ' cm I -------- 21_6V211 4I-OII I ~ 00 � ' I 1 cs-WSP - - (J d } -------- 1 II - ���- l�uj f` 1 1 ' ' - 2'- 811 I ff I f` O 31-011 o - -- - IMPSON ' -------- ---- --- HOEDOWN DTTZ2 ----- ALLOWABLE I I LOAD: 1825 LBS I ° SIMPSON DTTZ2 U 1 1 ' HOEDOWN ALLOWABLE w H SIMPSON DTTZ2 I I CONTINUOUSLY HEATHED LOAD: 1825 LBS z w HOLDOWN TAL FRAME. SEE DET 3 SEE DET 4 ON DWG 2 F-o I I fJ 0 01 _ , Q LJ w m ALLOWABLE DWG-2 AND 1 (- TYP POS t =w z LOAD: 1825 LBS FIG E 860.10.6.4 p a BWL 2-2 I I I LVL I J w N - - - - - - - - - 2X12 13WL I-4 rn - - - - - - - - - - - - -+- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -}-- - - - - - - - - - 1- - - - - tn�ra10 tr- - - - - - - - - - - - - - - - - - - - - '- - - - - � - - - - - - - - I - X O�QLu 1 w U U z l<O 0 POST POST i- p ILL LVL N srr- cS-PF LVL 1 1 1 ZOO 1 r�r�,, �+ .> M \J rn POST v N h� �" � 't3 ix I O LVL U M ) -5 t1J !�1 O S-WSPTTZ2 cS-WSP cS-WSP Q ct IMPSON Dr HOLDOWN ALLOWABLE LOAD: 1825 LBS , { SEE DET 4 ON DWG 2 8'-OII 8'-OII I `'f•1-011 21-511 TYP (O!-�II 2'-�11 /`i U F; �✓ � r?✓ C� k I I I I I II e f1-011 211-�II I 4I-oil 14 -Ok ,x ;.. �• p 4 I 1ST FLOOR WALL BRACING PLAN 2ND FLOOR WALL BRACING PLAN SCALE: 114" = 1'-0" SCALE: 1/4" = 1'-0" � � Ridge Vent Ridge Vent ASPHALT SHINGLES ASPHALT SHINGLES 12 12 (D z W Top of Plate E-1 2 O EJ Co 12 u- � -<z:::Z1 4 12 W Top of Subfloor W — - - — z Top of Plate Q z X00 �W L.L FY VJ W 0 � � o > C/) 0000 0� Q Top of Subfloor W W W Top of Foundatio U) - - - - LM E E•° o c � w m m O1` `oa m I I I 0ccZ� ocOiacirnmcco I I I I I I I I I I I I I I I I I 00 II RIGHT ELEVATION I I I ��O(a•�cNO i.c�0C I o4NC�C3 LLoo�- -�v�REAR ELEVATION . 0 LJ � NoSCALE: 1 /4" - 1 '-0. SCALE: 1/4" = —0 " NA aWN �O o YGE — — — — — — I _ Top of Footing I I I I � o� � �gg �.s `�� C -I - - - I- - - - - - - - - - - - - - - - - - - - - - -I - -I - - - - - - - - - - - J- - - -1- - - - I - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - L J —`_ — T L J O ` C dcu U C p fA U C V C 2 C O 0 n E f0 N p N UO U C y=-a7 t C dN I--' U to CO Q' F- f6 E d C O Ridge Vent Ridge Vent 12 12 12 S � �S 100, To of Plate — - -- W ao ~ O O NC'i <t uj ` U C/) W CO Q W U 12 CV) U) Concealed flashing Typical Top otkubflocr Mid To of Plat— �' � ' , ❑ �► � Ate-+ .�—� Top o ubflocrFT 11 '1 11 11 11 11 11 11 11 11 11 11 11 Top of F undationLM ... . ... ..�, .._ ...... w .. ..,� ..... .,a....., .�.... ..... ....�. .,�. __ 4.. .w...�. .. .� _�_,�. .�a .�_.�,. a .,., .v.. Tr ..,. =-MMM,,,, z. I I I I I I I I I I I I I I = I I I I I I I I I I I I I LEFT ELEVATION I I I I ' ' I I ► I I I Q BO FRONT ELEVATION -0 ' I I LSCALE: 1 /4 = 1 I I I I I I SCALE: 1/4 = 1 -0 — — — — — — — — - - — - - -- — — — — — I I I Top Footing I _ _ _ _ _ I _ _ _ _ _ _ I '' T -J �- — — — -� �- — — — — — — — — — L — J C _ 1 — J- — — — — — �y = �- — — — — — — — — — — — — — _ s- — — — — — — — — —I — — — — — L — J C — — — — — — —I — — — —I — —I — — — — I— — I— — — — `- — — — — -L — — — — — — — I — --J CONTINUOUS RIDGE TYP.ROOF CONST, RIDGE BOARD ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED PLACE OF NORMAL UNDERLAYMENT AND TYPICAL ROOF CONSTRUCTION INSULATION SCHEDULE EXTEND FROM THE LOWEST EDGES OF Class A Asphalt Roof Shingles w/ shall comply with Res-Check ALL ROOF SURFACES TO A POINT NOT fasteners per manufacturer's specification insulation requirements of 2015 IRC & FOAM ATTIC VENTILATION LESS THAN 24 INCHES INSIDE THE and IRC 2015. the 2016 NYS IECC Supplement CHANNELS.TYPICAL @ ALL 12 2x4 CT @ 16" Oc 12 EXTERIOR WALL LINE OF THE BUILDING. Ice &Water barrier as per IRC section R905.1.2 EAVES&INSULATED Q ON ROOFS WITH SLOPE EQUAL OR GREATER SLOPED ROOF RAFTERS S THAN 8/12,THE ICE BARRIER SHALL ALSO BE (Note: Double underlayment is required Location R-value S APPLIED NOT LESS THAN 36"MEASURED ALONG for Roof slopes between 2 on 12 and 4 on 12) Flat Clg * R-30c COR-A-VENT THE ROOF SLOPE FROM THE EAVE EDGE OF THE Framing As per plans with 1/2"exterior grade Vaulted Clg R-21 BUILDING Floor unheated space)RAFT-A-VENT span rated structural plywood Sheathing, ( P ) R-30c BETWEEN EACH RAFTER R-30C BATT Nail to framing in accordance Fastener Floor(outside air) R-30c INSULATION Schedules & Strapping per detail sheet(s). Exterior 2x6 walls R-21 1/2"X 4"CEDAR T&G Flashing per IRC R905.2.8 Above grade attic walls R-15 J /PLANKS To of late —To f-Plate To than 50% glazing U = .40 �— - — TYPICAL SOFFIT CONSTRUCTION. Door-more than 50% glazing U = .30 LU o� 18" overhangs-typical tp°aood rake boards. SCGH: .30 2X Ledger Bd. with R-21 BATT 1/2" Lag Bolt @ 32"OC -21 BATT INSULATION Trim in aluminum or use"azek" or equal • Mechanical Ventilation z 110 CFM 0 bolted to Framing INSULATION g Metal dripedge per IRC R905.2.8.5 z One Energy Star bath fan with an Teco each Joist to Fully Vented Vinyl Soffits electronic programmable timer J DRIP EDGE 00 Ledger BEDROOM 44 TYPICAL EXTERIOR WALL Other Specifications: INSULATION 2 x 6 RAFTER TAIL Cor-a-vent BEDROOM #2 BATHROOM 2x6 Doug-Fir Wood Studs @ 16" oc. Windows: U5 0.30, SHGCS 0.30 O EXT. BATHROOM ENGINEERED Double top Plate and Single Sole Plate. • z 100% high efficiency lighting WALL soffit vent FLOOR 1/2"exterior Grade- Span Rated (CFL's or LED's) L a 12 JOISTS Continuous Structural plywood Sheathing. • 5 3 air changes per hour Top of ubfloor 4 _ Top of ubfloor Fastened per Fastener schedule. • z All Energy Star appliances LU SIDING tyvec House Wrap or equal. To of late To f Plate J LU — p— - — -- -- — - - — Vinyl or Wood Siding as per clients selection R403.6 Mechanical ventilation shall be 18" ENGINEERED installed per manuf specs and IRC code. provided that meets the requirements Z Tnd blocking Cont. load path strapping installed in accordance Z 0 Flush LVL LOOR and sealant p pp g of section M1507 of the IRC ' JOISTS R 30C BATT 4"AZEK BE with drawings. Provide Fire Blocking in accordance INSULATION g g R403.7 Heating and cooling equipment WRAP HEADER IN PORCH SOFFIT ON WRAP HEADER IN OPEN RAFTER TAIL DETAIL AZEK BOARDS LIVING FURRING STRIPS AZEK BOARDS with IRC pingR30p r & 02.12R302. 1.1 and shall be sized g accordance with ACCA Z ' Flush LVL _ Draftstopping per R302.12 & R302.12,1 O 0 4"AZEK BEADED ' Roof Pitch May Vary NTS PORCH SOFFIT ON -N COVERED KITCHEN \ manual J by a certified third party rater. Q FURRING STRIPS p PORCH o TYPICAL FLOOR CONSTRUCTION LU r 3/4" Plywood Span Rated Subfloor, COVERED 00 Glued and Nailed in UJ CO PORCH accordance with the fastener schedule. O �— Floor joists and Bridging as per Code. Q o ID ubfloor TYPICAL FOUNDATION CONSTRUCTION 0 > co SHINGLE RIDGE CAP lop floor �3@ p in accordance with chapter 4 V-300 11' RIDGE VENT Top of Foundation Lop of oundation 3000 psi Air Entrained cast-in-place concrete Q — wall on cast-in-place Concrete Wall Footing per n o– LU SHINGLES YP.DECK LEDGER TYP. DECK GIRDER R403. refer to Foundation Plan for footing size & R-30C BATT SEE DET. ON DWG 2 SEE DETAILS thickness. Concrete Horizontal INSULATION ON DWG-2 ..;...,.:s�.._�.; ..,.�_..,-.�,�;.:.v „�„.�...:,.. ,.....v�W..:, .,_ ..:..�.:, ,.x:.� ..m...._.� an Vertical N cr FELT r�7�0#N l Reinforcement per IRC Chapter 4. &gen note#6. o PAPER ROOF SHEATHING Damproofing per R406. 2-2x6 approved o o treated Sill Plates, Sill Seal And Termite shield per E,�� 0'o o I I Section R318. Anchor bolts per Foundation Plan Y _01 � E �°w ° 8:5- 0 s 0 01 ' UNFINISHED 0 m L 0� 00 co and R403.1.6 ° M T ' I BASEMENT ° a o� t ° ccZ � ov � rnmc° O L �° N � INTERIOR WALL FINISH a o o N o RIDGE: BOARD Provide 1/2" Gypsum Wall Board on ceilings 2 o.0 0 I 14 concrete slab and walls except basement walls &clgs - unless 2 ° 0 3 T_op of F_oting I I Top offooting noted. Min 1/2" Moisture Resistant Wall Board on w_° 3 o o s ,�, _ • .. .. . .. . AFTER L — J Ceiling and all walls in Bathrooms (humid areas) N �,N ` P2 U L h and 5/8"cement board on walls and ceilings in wet areas. cO r ° '°°= `o'E .cL � m �a� `0 3w `o Provide 5/8' Fire Rated gypsum wall Board on walls ;, r o T- o 0 and ceiling located as per code, manufacturers r t iE` E o _ requirements and drawings. 2 �-- " co c � N =o = SEE DWG-1 & 2 FOR q 9 _ �. o S w ` CON 1 ' RIDGE VENT DETAIL STRAPPING DETAILS o C ¢ N c E ° FIRE BLOCKING SHALL BE INSTALLED H 6 m m iT m E o.5 o a NTS AND NAILING SCHEDS. SCALE: �/� —O 11 CONTINUOUS RIDGE VENT IN ACCORDANCE WITH IRC R302.11 THRU R302.11.2 AND DRAFTSTOPPING CONTINUOUS RIDGE VENT RIDGE BOARD,,. PER R302.12 THRU R302.12.1 R905.1.2 ICE BARRIERS; RIDGE BOARD SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENT AND 12 EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT S LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. JOINT CONNECTION JOIST HEEL ON ROOFS WITH SLOPE EQUAL OR GREATER 12 2x4 CT @ 16" OC 12 JOINT CONNECTION SHALL BE NAILED 2x4 CT @ 16" OC 12 THAN 8/12,THE ICE BARRIER SHALL ALSO BE S TOGETHER IN ACCORDANCE APPLIED NOT LESS THAN 36"MEASURED ALONG WITH TABLE R802.5.1(9) THE ROOF SLOPE FROM THE EAVE EDGE OF THE (SEE DWG-1 FOR TABLE) BUILDING WITH SIMPSON H2A AT EACH RAFTER TO STUD. R802.3.2 LAPPED JOIST FOAM ATTIC VENTILATION -30C BATT SHALL BE NAILED with 8-16d CHANNELS.TYPICAL @ ALL INSULATION R-30C BATT COMMON NAILS IN ACCORDANCE EAVES&INSULATED INSULATION WITH TABLE R802.5.1(9) SLOPED ROOF RAFTERS IRC R806,3 TO of Plate MIN. 1"AIR GAP BETWEEN INSULATION AND SHEATHING �'�• ® ® ® ® ® ® ® ® o 00 l-- R21 BATT Bedroom #3 WALK-IN WALK-IN �- 00 2X Ledger Bd.with ( , CLOSET L CLOSET INSULATION BEDROOM #2 o u) AL L 1/2"Lag Bolt @ 32"oc I L o0 N Q ll N' bolted to Framing 0 '12 R-21 BATT -17 W R-21 BATT 12 Teco each Joist to W _ _ 4. G� ENGINEERED INSULATION � � Ledger 12 INSULATION ENGINEERED � > Q 17 '�J FLOOR Q W FLOOR JOISTS U FOYER. JOISTS 4 T p of Subfloor W EXPOSED R-21 BATT ------EXPOSED RAFTER TAILS INSULATION SCREEN RAFTER TAILS W/SCR EN VENT Tqo of Plate RAFTER SCREEN blockinVENTIN g -30C BATT Flush LVL VENT arid sealant INSULATION V ENGINEERED FLOOR ® ® LIVING Beaded wood JOISTS soffita� Bedroom OSET BATHROOM H 03 r- ILa o To of Subfloor o To of Foundation CZ w � .? MUa c R 30C BATT r-77"F7Z R 30C BATT I LVL GIRDER o.. �d O INSULATION ( w.., INSULATION ti r 00 .. '•• I I UNFINISHED o .-' I I o cn W I I • UNFINISHED •.•, I I :•• BASEMENT '., oo I BASEMENT I o I 4" concrete slab I I I I 4" concrete slab To L — J L — J L — J �✓ �� SECTIO A 5ECTIONSEE DWG-1 FOR ADDITIONAL STRAPPING DETAILS AND NAILING SCHEDS. 5GALE: 1/4" - 11 1 O 6GALE: 1/4 - 1 -O 24'-0" Q m 41-101141-10" 4-10" IRC BRACED WALL PANEL s ; PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B - - R602.10.4 page185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP r 48"CS-WSP 48"CS-WSP BRACE WALL LINE SPACING (FT) 5.8 5.8 5.8 5.8 BRACING METHOD XXXXXXXIXXI CS-WSP CONTINUOUS SHEATHING I a R602.10.5 page187 MINIMUM PANEL LENGTH (inches) 27" 27" 27" 27" WOOD STRUCTURAL PANEL - ASPHALT SHINGLES I? DETAIL #1 ON DWG-2 v , U) V-411R602.10.3 (1)Page180 REQUIRED BRACING LENGTH (FT) I00c_n rJ °° BWL 1-1 CS-P F CONTINUOUS SHEATHING II O v v I a I c° O PORTAL FRAME .,.:.:.: ,.,......:.:.:.::.:.::..:::::..::::., o o Z0 R602.10.3 (2) Page181 WIND ADJUSMENT FACTORS a,h,c DETAIL#3,DWG-2 I ' ff IL iD� � ' 1. EXPOSURE CATEGORY 1 1 1 1 I I OCD I 0 1 W GB GYPSUM BOARD _ LLy (n M I N (11 2. ROOF EAVE TO RIDGE HT 1 1 1 1 I ----- o_ (D�, 0 N BRACED WALL NOTES: I 'IPUII ° N co CCS Q X N I 3. WALL HEIGHT ° 9 .9 9 O ;Down,': ( 'p L.i._ REFER TO DETAILS ON DWG-2 -� , � -J FOR HOLDOWNS,STRAPPING,BRACED I 0., Stair , , X U I o, I Q 0 4. NUMBER OF BWL PER DIRECT. 1 1 1 1 WALL DIAGRAMS AND DWG-1 _C N CO c //� 00 FOR NAILING SCHEDULE. ALL BRACED I I N '� I V WALL PANELS SHALL BE FULL-HEIGHT U I U I 5. ADDITIONAL HOEDOWNS Q SECTIONS OF WALL WITH NO VERTICAL I co '„ ; M OR HORIZONTAL OFFSETS, o I 2x10 RIDGE I C? W 6. GYPSUM BOARD OMITTED 1 - � - - - - - - - - - - - - - - - �- - - - � , 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH N I ' o I I N 7. GYPSUM BOARD FASTENING 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 I (3) 1-3/4"X 14" LVL I v 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 . ■ �� ■ .� ■ . . . . �. ■ °_ . ■ L POS , I f .,...�. ..,.x......._ .....::......A.. .W. :... .. ....,�, ..� :_ . _ SHALL BE OFFSET NOT MORE THAN 4 FEET. I PO POS RESULT REQUIRED BRACED WALL LGTH(FT) 5.22 5.22 5.22 5.22 4• EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE , 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL o I H w I Q R602.10.5 page187 ADJUSTED LENGTH 1.SxACTUAL(FT) THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. I in LVL I W z 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH I 02_09 -°� n _ _ PER PLAN BRACING LENGTH PROVIDED (FT) 8 7.4 $ g END OF A BRACED WALL LINE I ____________? _9-----, _ _--__--_ , I 0 - - - - - - - - - - - - - - - - - - - - - - ' - - - - 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL I ' Co lY � ' r PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE I I 0 I I co = o W L '� COMPLIANCE YES / NO Y Y Y Y R602.10.2.2 a I I , I J , , X U ' I N co /� I W I LL I I N (D , 1 I (/ � W O LL N v ABBREVIATIONS; oo I ; X ' O a.Linear interpolation shall be permitted BWL 1-2 I I f-- BWL=BRACED WALL LINE, .....:.:. ......,...:.:...........: X 2-2X8 X 2-2X8 ' 2-2X8 N 2-2x8 ' b.The total adjustment factor is the product of all applicable adjustment factors. �° I N I 1 I ^ REAR ELEVATION BS-WSP=BRACED WALL, " I , c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines I i 1 - 1 o - CS WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL cn I o provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. I ' - _ 1 I 1 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION _ I 1 1 I I zo o A31 A31 A31 A31 I U I O SCALE: 1/4li = 11_Oii �' - - - - - - -' - - - ' - - - - - - - + '� . ; co (2) 1-3/4"111-1/4" LVL 1-3/4"x11-1/4" LVL 11.1 1k LpxxxxxxI CS-WSP CS-WSP CS-WSP I a L - - - - - - - - - - - - - - - - - - - - - - - - - J `o c T N m o E i2 5 Half Round Gutters 96X 4 - CRAFT MEN 3 PANE 96X84 - CRAFTSMEN 3 ANEL � m t = o a°r and Leaders Typ. 12 L �, o 11 a�0'ao ou , 2 � 8 (.1 � 2'-4/2 2'-9" 2'-4'/z" o - 0 � rn ° °' � o� `o c w °�:� 'caa�ico3 00 0,2 N O.� b U.'" y V U O N Y 2'-10'/z" 4'-1" 4'-1" 4'-1" 2'-10'/z" ° "2 Ph t 8-o 3 C C 3 M �o oC w-� o o n� 2 020 2] � N V N O V C .L-• 7 co U1 L m a C A 0 0O U C O B, U Q L - i VO 7) cuE c U co C_ � Q U� C C N O L C a E f6 o'O 000 00 1 flashingand drip ca � - �flashing and drip cap � ~ � N� � ~ p p 1 ST FLOOR PLAN SCALE.- 1/4" = 11-0 1 1 1 FFT 24'-0" -- ----------------------------------------------------------------------- I , 1 , TYPICAL ROOF CONSTRUCTION •----------------------------------------------- ------------- ' ass A AsphaltRoof Shingles w fasteners per manufacturer' ANCHORTYPICAL s specification 1 1 r MAXIMUM SPACING�/2'"@7 1.6 2"RO.C,; ' concrete pad outside ' and IRC 2015. ; ; EMBEDMENT OF 7"WITH NUT&WASHER. -I _ - _ . _ I of door I Ice & Water barrier as per IRC section R905.1.2 2 BOLTS PER PLATE AND HOLD AT LEAST 1 1 I- - - -' - - - - - - - - - - - - - - - - - - - - r '- - - - - - - - - - - - - - - - - - - - - - - -' Note: Double underly ment is required ' ' ONE BOLT-12"MAX AND 3-112"MIN OFF ( y q � � ENDS OF PLATES. L J for Roof slopes between 2 on 12 and 4 on 12) RIGHT ELEVATION Framing As per plans with 1/2" exterior grade span rated structural plywood Sheathing,Nail to framing in ; LEFT ELEVATION SCALE: 1/4" = 11-011 Schedules & Straacnordance Fastener pp' g per detail sheet(s). q o SCALE: 1 /4" = 1 -011 Flashing per IRC R905.2.8 w I 1 , , 0 O UNEXCAVATED o z CONTINUOUS RIDGE VENT TYPICAL SOFFIT CONSTRUCTION. ' ' TYPICAL GARAGE SLAB 1 1 Cn ( ) MATCH HOUSE CONSTRUCTION o 4" CAST-IN-PLACE SLAB ; N o RIDGE BOARD icy W/6X6 W4.0 X W4.0 WWM = W W ,.. 16�� overhangs-typical N 1 1 PITCH SLAB-1/4"FT TO 1 I U L J ♦ 12 6" Wood fascia & 6" Wood rake boards. GARAGE DOORS Q w x4 CT 4 Trim in aluminum or use "azek" or equalCf)1 I I 1 ♦ ♦ 'F'/- Metal drip edge per IRC R905.2.8.5 ' 12 - - - _ Fully Vented Vinyl Soffits 1 1 1 I 1 1 2x6's @ 16" oc ♦ ♦ ; ; ; ; g ♦ ♦ ♦ TYPICAL EXTERIOR WALL drop top of concrete ♦ ♦ _ 2 x 4 Doug-Fir Wood Studs @ 16" oc. as required for Man ILLill ♦ Uninhabitable Attic ♦ M Double top Plate and Single Sole Plate. door, see plan for size with limited storage ♦ 12 Z01/2" exterior Grade - Span Rated LL = 20 psfo...) Continuous Structural plywood Sheathing. 1 (2)ANCHOR BOLTS 1'-4'/ _ 2 ANCHOR BOLTS ' co Fastened per Fastener schedule. ( ) IN EACH CS-PORTAL � ' 1 IN EACH CS-PORTAL FRAME WALL ABOVE tyvec House Wrap or equal. ; ; FRAME WALL ABOVE SECTION-SEE Vinyl or Wood Siding as per clients selection SECTION-SEE DETAIL 3 ON PG 2 DETAIL 3 ON PG 2 installed per manuf specs and IRC code. �- ---------------------------- ----------------------------- -� Cont. load path strapping installed U DEE] ❑❑❑ ❑❑❑ ❑D❑ LVL BEA in accordance with drawings. I ------------ ---------------------------------- ----------------------- _ w Z - Provide Fire Blockingin accordance ❑❑❑ ❑❑❑ ��� ��� o drop top of concrete with IRC R302.11 & R302.11.1 and as required for arae a' `r' 2 CAR Draftstopping per R302.12 & R302.12.1 doors garage M � ~ GARAGE o1 O INTERIOR WALL FINISH Provide 1/2" Gypsum Wall Board on ceilings u - - • - and walls 6'-611 11'-0" 6'-6" t -= ......-. KM - - - - - Y v,sla ., s: 4 a• • • L. •Y s♦ y -M."w✓..ua..n.Nl V 1 t 241-011 G„.. % o TYPICAL FOUNDATION CONSTRUCTION ,�." SD -1 in accordance with chapter 4 ��` E 3000 psi Air Entrained cast-in-place concrete f~<� - ti. • - - - - - - - - - - -1 �► - - . - wall on cast-in-place Concrete Wall Footing per FOUNDATION PLAN R403. refer to Foundation Plan for footing size & thickness. 1-2x4 approved treated Sill Plate 6ECTION .. A Sill Seal And Termite shield per SCALE: 1 /411 = 1 1-011 `�IDy {"+ � FRONT ELEVATION Section R318. Anchor bolts per Foundation Plan � Papn .+w e�� a��f�1a -4 and R403.1.6 �.^��f ���� ' SCALE.- 1/4 = 1 -O0 SCALE: 1 /41f = 11-011 "M Md CONCRETE FOUNDATION Plumbing Note: B C /� ALL PLUMBING SYSTEMS SHALL BE DAM P P RO O F I N G v /"� INSTALLED IN ACCORDANCE WITH C PART VII OF THE IRC&NYS UNIFORM - J CODE SUPPLEMENT Damp-proof wall from top of footing to the finished grade, using a Electrical Note: bituminous coating, 3 Pounds per ALL ELECTRICAL EQUIPMENT S acre Yard of Acrylic Modified Cement, AND WIRING SHALL BE INSTALLED q ry emenIN ACCORDANCE WITH PART VIII OF 0 or any other Code approved Material. THE IRC. A MINIMUM OF 75%PF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS. J Mechanical systems J I 18'-11" 231_7" THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH W PART V&VI OF THE IRC. ALL MECHANICAL SIZING PER ACCA IMANUAL"S"BASED ON LOADS PORCH FOOTING COVERED CALCULATED PER ACCA MANUAL"J" O PO I SEE DETAIL DUCT COMPLIANCE WITH MANUAL"D" ON DWG-2 R303.4 MECHANICAL VENTILATION. J ;'----;I M;---" ; ;-----; DWELLING UNIT SHALL BE PROVIDED WITH WHOLE HOUSE MECHANICAL O VENTILATION IN ACCORDANCE WITH j ' ---I -1 SECTION M1507.3 •-----• •-----• / - 2 - 2x8 P.T. GIRDER I (L 1 N I W I _ _ __ J W 1 •---- -------------------- + ---------------- -------------------- --------- -------------- Z 1 1 1 - - ; I Z Q . I -- ----- .---- ; ; -------------------- ------------------------------------------------------ 2-2x1p treated decK girder, ; ; H SIMPSON DTTZ2 C) Q HOLDOWN ALLOWABLE O Q O LOAD:1825 LBS 1 1 N , , O O SEE DET 4 ON DWG 2 , , 1 ; ; LO 6'-9" 6'-1" 6'-1" 6'-1" ; ; - o ' �O 6 TYP ; W I ; I I C:) 4 I O r I1 O I) W W 'N DECK LATERAL HOEDOWNS i $11 O 1 1 ' O 1— Z ' ; ; 22'-811 ; ; ONE WITHIN 24"OF EACH END ' ' ' V ' ' ttr5-- I- 1 AND TWO SPACED EQUALLY ' ' 11 -1/ 0 Q ALONG DECK-REFER TO ' ' 11 -1 1/i 1 I ' z 1 ' ' DETAILS ON DWG-2 W I ; TYR DECK LEDGER ; I 3) 1-314"x11-7/811 LVL p 1 1 SEE DET. ON DWG 2 1 1 •--- - 1 O 1 1 1 1 •---- ------ --------------------------------.......-------- 1 1 1 1 - ' ---- --- ------- 1 - , - -------------- ----• 1 1 ct� 11. 1 11 1 1 1 1 ------ ______ ______________________________________ _______•- -;_ _; _y_ _ _ _1 1 15-6 I 1 1 1 109-0191 i III 1 1 1 E•� I W ' (A I ( 1 p � I 1 0 O d` 1 LO �1 1 1 a 04) Oe 2o `m BRACE WALL ABOVE m w O H (n CONNECTION DETAIL I(I I O0 I 0I 1 1 o o a F- DET 2 ON DWG-20 co I i ; ; TYPICAL I t) O OI i i � cgl0no) wff�s0 `o 1 1 1 1 , , O I --I I J 1 1 o d C N LO 1 1 M 1 1 , , I I I O LL Il I , , G^C O'� O O N R •- O N V 1 1 ,may U M ' M I 1 p V f7I V V Y � L' 11� .-� � — I 1 O U) fn � C o N•- � o {cp 1 O — _ ' 1 1 _ c a V y•�G d O O �Y 13 !• ^ t+,/ 0co Cn1 1 \ O O O V OC N N fn w 7 fs 1 1 1 1 t"- 1 J 1 1 1 1 2 10 P.T.GIRDER , , LL UNFIN. BASEMENT o f o f LO I 1 1 t �, ••-•- o O .4 CAST IN-PLACE CONCRETE -� -) I O I 1 1 n� c� a o a o 0 REFER TO DRAWING 10 I =_ _ W N 3 E ��_� M. 1 1 1 1 1 r of 1 1 - C O fS O O r p �-t ' 1 I 1 1 Y " , , x SLAB INSTALLED IN O O r �' 1 1 1 o c m e a1 �+;-+- m FOR GARAGE FOUNDATION 1 1 1 1 .- 1 1 J J N 1 1 - N L O1 t7 C V C cc 1 I ACCORDANCE WITH IRC O O X 1 O c y c s= E �' c a I NOTES AND DETAILS t o = w N SECTION R506 _J I I W E-8 Q w C Ql c m o > In 1 1 N 1 1 t O IG CO ='D 7 C O w, 0) `" 7'-0" 7'-9" I 7'-8'/Z" I 7'-8'/z' 17'-8'/z" 3'-3Y2" i0"1,: r F 1 1 1 1 1 1I U to lD a• m E cL_ O 5. i -C2x 10 P.T.GIRDER �' s d' 22'-811 (3) 1 3/4" 9-1/2" LVL ' -__ _--'� ,-�- -_, 2x4 FRAME AROUND _ __-, N ,___ __, , I STAIRCASE FROM FLOOR I 1 1 1 O 1 ------ ----------- 1 ' 1 ' ' ' ' 1 TO CEILING. TREATED SHOE 1 1 1 i------------------L-- ---'-I--------------J--I- ---L- ----------- - L-- ' - --'--�-- ' ' ; PLATE AND GYP.WALL BD I 1 ------------------------------------------------------------ ---- -------------- --+ -----------------' --•-- ' ------------- ' --�-- ' - ---------- ' --�-- ' - - ----- ' -- �_z -'- r -1- -�- -r -,- -t- -�- -r , � � INSIDE FACE OF WALL MIN. ATTACH RAILINGS.HANDRAILS 1 � 11 1 1 I 1 1' ' % % ' ; - _ 1 34"-38"ABOVE NOSING. -------------------------------------------------------------------------- ------- -- --- •------- --- , - W _- I _J 1 1 71_011 J I I UNDER STAIR PROTECTION: ce)1 TYPICAL INT.FOOTING/COL , R302.71.2"GYP BD SHALL 21_011 201_011 21.0" LOcD 30"x 30"x 12"THICK' ' ' Z ; BE APPLIED TO UNDER , , T- ' ' CAST-IN-PLACE CONCRETE I , STAIR SURFACES. 241-011 X FOOTING&3-1/2"DIA STEEL Cf) O _' ' COLUMN SIMPSON DTTZ2 - HOLDOWN ALLOWABLE -----+ MAINTAIN REQUIRED SEPARATION U t~» I r- n v ai I iLOAD:1825 LBS I i O �- O 1 SEE DET 4 ON DWG 2 DISTANCE FROM ALL HEAT _ O I 1 W o ' I PRODUCING EQUIPMENT TO -a 0C-4CV O to ----- - ' 1 TYP COMBUSTIBLE MATERIAL AS PERj O 01 `- O r- I ' ' MANUFACTURER'S SPECIFICATIONS 1 _J @ _J @ 1 O 1 O ; urnace AND LATEST MECHANICAL CODE. O W 4 I W " I ' ' `- (0 1 ' O COI O i ; W O DIRECT VENT FURNACE X X N INSTALL IN COMPLIANCE N I N I (D W ' W/RESIDENTIAL,ENERGY 1 I ; i U) O W F- _ &MECHANICAL CODEI co Z 1 11I 1 1 X N 2-01 1 ' -----------1-------- 1 � M Q _ (2)ANCHOR BOLTS 1 1 SIMPSON DTTZ2 1 1 = .. IN EACH CS-PORTAL ; HOLDOWN ALLOWABLE ; ' C� Cn W FRAMEWALLABOVE 1 LOAD: 1825 LBS I .-------------- ------ L f) SECTION-SEE ; ; SEE DET 4 ON DWG 2 ' ' TYP.DECK LEDGER IN ANCHOR HCR BOLTS < DETAIL 3 ON PG 2 1 1 IN EACH CS-PORTAL Q TYP , , SEE DET. ON DWG 2 p U FRAME WALL ABOVE , U) -----• I SECTION-SEE ch - ; DETAIL 3 ON PG 2 . J____ ________ ----_-----__________________ , DECK LATERAL HOEDOWNS DECK LATERAL HOEDOWNS TYP DECK LEDGER `-- I ONE WITHIN 24"OF EACH END ONE WITHIN 24'OF EACH END SEE DET. ON DWG 2 U AND TWO SPACED EQUALLY AND TWO SPACED EQUALLY I Y O I ALONG DECK-REFER TO F� ALONG DECK-REFER TO p (� to DETAILS ON DWG-2 DETAILS ON DV/G-2 _' I W 1 m '--_ 2,2x10 treated deck girder -_- o io CODE COMPLIANCE STATEMENTS: ----I •---- •---- .-----N 1 1 1 1 1 t 1 1 I 1 1 1 1 1 1 1 1 I X cn 1 1 -4'I 0- - - - - - - - 1- - - - --+ - 8- - - - - - --fl -+-c�I - - � -8 - - - - - - - - -+-13 1. The windows selected for this project shall meet ; the egress requirements of R310. — -`---�' 2 Cq RIl windows shall meet 308 4 Hazardous locations.ton R308 Glazing and 11 11 - W [—"� q TYP.COVERED 2fi-8 $ 10 � r CL4 � 3. Windows were required shall meet the Window Fall PORCH FOOTING 1 11 3 __ > �� r--I protection requirement R312.2. SEE DETAIL 35-fi O p q ON DWG-2 � 1 ,"� 4. Bathroom windows shall meet the hazardous t I -y JUN _ 2019 E„� o glazing requirements as per R308.4 H d r-' CJ 5. Stairs, landings, railings & guards shall comply M with R311 & R312 P4 ' 00 O �, - ,r�Ta. J -O 6. Outside lighting shall comply with RE 3803.3 TYPICAL ANCHOR BOLT„- IRC R403.1.6 " 0A c U oN 7. Stairway Illumination shall comply with R303.67 MAXIMUM SPACING: 1/2 @ 72" O.C. ct and R303.8 TYPICAL FOUNDATION FOUNDATION PLAN EMBEDMENT OF 7" WITH NUT & WASHER. 8. Fireblocking shall comply with R302.11 thru R302.11.2 IN ACCORDANCE WITH IRC CHAPTER 4 2 BOLTS PER PLATE AND HOLD AT LEAST 9. Draftstopping shall conform to R302.12 thru R302.12.1 TABLE R404.1.2(8): SCALE: 1 /4" = V-Q1! ONE BOLI' - 12" MAX AND 3-1/2" MIN OFF �� � O 10. Flame spread and smoke-developed index for walls ENDS OF PLATES. ��p AR 8 CAST-IN-PLACE WALL WITH and ceilings shall com with R302.9 thru R302.9.4 , o\ F J ��Cyf� , g py HORIZONTAL REBAR PER IRC TABLE Smoke Detector � `�' 11. Flame spread and smoke-developed index for S Mechanical Systems o insulation shall com with R302.10 thru R302.10.5 R404.1.2(1) OR SEE DWG-1 NOTE #6. Carbon Monoxide Detector y py . , co THE MECHANICAL-HVAC SYSTEMS ON 16" x 8" CAST-IN-PLACE CONTWALL FOOTING !� 4t sc ri�y 11. Recessed lighting fixtures rated for Refer to DWG-1 General Notes SHALL BE DESIGNED AND INSTALLED �� a 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE O IN ACCORDANCE WITH PART-V membrane penetration shall meet ASTM E119 SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND In accordance with Section 915 of the MECHANICAL OF THE IRC 2016 2015 IFC as amended by the NYS and Fire Stopping as per ASTM E814 or UL 1479 TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP uniform code supplement 12. Exterior Decks shall comply with R507. FOOTINGS 1V TO 2H . ��'� �����o0 Pre-Fab/ Factory Built Fireplaces In accordance with IRC code chapter 10, factory-built fireplace inserts shall C B A be UL listed and labeled and shall be 5 5 5 installed in accordance with the conditions of the listing. Factory-Built fireplaces shall be tested in accordance with UL 127. Hearths shall be installed in accordance with the listing of the Fireplace & in accordance with IRC code for Hearths & Hearth extension. z All Fireplace shall be equipped with an — exterior air supply. Exterior air ducts shall be UL listed. Factory Built Chimneys W shall be in accordance with IRC code chapter W 10 Section R1005 Factory Built Chimneys. �j 0 42'-6" 18'-11" 23-7 _ O 35'-6" ------------- ------------- -- ------ --- ----- W SIMPSON DTTZ2 W HOEDOWN ALLOWABLEr n 7 LOAD:1825 LBS (D L r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ET 4 ON DWG SEED 2 7 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - _ TYP L_ -t LL II — — — — — — — � r- — — — — — — — — — — �— — — — — — — — — — — — — — — — '1 -' Cy TW3046-2 TW3046-2 TW30410 TW30410 p O O WALK-IN '^ WALK- I SHWR N V) W CLOSET I = I r — — — — — — — — — — — — — — — — — — — — — — — — — — , - — — — — — _-- — — — — — — — — — — — — — — — — — — — — — — — I N I I I = Bedroom #1 > Cn N = Bedroom #4 Bedroom #3 \ I N FAN ® o Q N I I o : N N I I :., Q_ W 14'-6" 5'-0" 14'-6" I I I FRAMER TO VERIFY CENTERLINE OF WINDOW OVER KITCHEN SINK WITH 30rt222° Ro.' 1 E CC) 1 . . 1 , , n r Of•- minimum; 1 I I Q 13-0 0 '� o o 1 . . 1 I e o 0 11 a� D' rod 7 `p V At4ry_a 'ell N I I '/2 -_6 E L y o O t 3 U �'O V p U N >. I I _ WALK-IN S I I REFER TO DRAWING 10 1WALK-IN = y S CLOSET Q Fc7n ' UJAJ-K IN r_ m m 1 t � U 1071 01 �.�.. j Co I O ( FOR GARAGE FRAMING I 10'-0" D GI_05ET U _ _- o 2'-411 AND DETAILS r.n --e m a ° U-j(o7Q 1 11 1 11 =N = N 0 2 C 0 6- 5, a O C - - - - - -2-8 - - - - - - - 2-8- - _ —_ - -- _ -- - - _ - - -- - _ -1 I I � � N � O a- c0a — 0.rt 0m I —5- ,T, O I I I KITCHEN n N O co yyo,c � .. L ` ao 1a mb� Ul m to.+ _ g HALL co O l a o I I 6- 0 N ,� �.-•- = L I " / I Q o ( W N I 2'-8" COQ_&°= �=E2 Q wN FAN DOWN CO ~ I - - to� z"c� ¢� c72i c: c lT I �,� V U fA y f0 ` M = Cp U N i C M O m'O O O D w 12 g � 1 I ------- --------------- � - - (a 0 z --- ------- - --------------- - C71N ® I 2-2X10 2-8 O I UUWM � ccEn�on W I co 0 0 _ �r 1 11 Q zo I _ I - --------------------- --------------------- 1, \ 4'-11" 3'-4" 4 o 3lz 51/211 I 1 1 x _ ul e7 ce) 00 2x8 RIDGE . sa : 1 41 - '— - r 81-6V211 C14 g e e e e I " t= KITCHEN 2111 21.8„ zo WOOD [9 cn S = a -- -- --' I I 100 I DECK v� N DINING I 15'-8" O °0 i R ": _ - - - do_ 2 3,/2 11 1 N Q I I ; 2-2x8 2-2x8 ; ; 2-2x8 2-2x8 C --- ---2-2x10 ------ --------- Ln a) FAN FAN BATH_ I ; ( I 1 ® 1 q 1 , 6'-6" t° C — — AW31 — — AW31 : — AW31 — —AW31 — — I PANTRY __- � , - o N I I i I % % -- I I L�I4"x 9--- LVL I ' I POST TW3046 ' --------- - I POST ' ---------- -------- - HDR I / 2'-4" ' GUARDRAIL __--_--_ ca HDR 1 I I 9'-0" 9'-0" I o I =N 10'-2'/2" 15'-1" 4'-11" II I L — — — — — — — — — — — — — — — — — — — — — — — — — — � � - / •• ' ' I 71-011 I I N I I ' I -___---_- I SIMPSO DTT 2 _ HOLDO N AL OWABLE I UL LISTED 11 EE DE 4 ON WG 2 r` I WALK-IN , OPEN I I 4-0 I CLOSE ' I 8,-4'/„ I WOOD BURNING _ I I TYP 2 aD W i PRE-FAB FIREPLACE I I T_ Z O I ' 5'/211 0 GLASS DOORS& �O = I I = O Z I C I I O HEARTH EXTENSION ;° LIVING c`4D 11 co up N Bedroom #2 I io AS PER RESIDENTAIL I I N Q I 2'-0" 9'-0" 2'-0" 9'-0" 2'-0" CODE-CHAPTER 10 I I I VENT TO EXTERIOR I I N 0- = W 24'-0° I 2'-4'/2" 4'-0" 2'-0" m > Q I Lu 6-8 �• I 3-2x6 jack I „ 25'-9" y U) 'I N studs bet.windows I o 2-0 �rO J� bench I I M SIM ON DTTZ2 1 11 I \ HOLDOWN ALLOWABLE 31-011 I T 46 T 04 — — — � °0 0 LOAD: 1825 LBS — 'W3D4Q. — _. �V304 — — — W� A5 — — — — � SEE DET 4 ON DWG 2 0 TYP FSI I M V 1 , 13'-4" 13'-4" I 26'-8" 01 8'-10" A _. cD r-, - - V - h w a � 0 i-, U o HB&G Perma-cast 2ND FLOOR PLAN R312.2 WINDOW FALL PROTECTION NOTE: craftsman column on framed base& ,fl WINDOWS, EXTERIOR FRENCH & SLIDING DRS StoneveneerFinish , , 11 h'+■1 � SCALE: /1r 11 I—O II TOP OF THE WINDOW SILL SHALL Plans indicates ANDERSEN series 400 Tilit Wash Bucks County Ledgestone 4'-011 41-611 9'-811 4-6 4-0 0 `�i •--' N v �7t� t ct P-4 BE A MINIMUM OF 24 ABOVE THE FINISHED Model Numbers and shall be In accordance with IRC R609 by Boral _ FLOOR AND GREATER THAN 72"ABOVE THE 26'-8" 8'-1011 a Q� NAME AREA FINISHED GRADE OR OTHER SURFACES To be designed & installed as per manufacturers BELOW ON THE EXTERIOR SIDE OF THE specification for 140 ultimate design wind speed 35'-611 .. -- VU Gross Floor Area 1320 sq ft. BUILDING. SHALL COMPLY AS FOLLOWS: and IRC Table 301.2(2), 301.2(3) D A� G O Provide HP LOW-E4 glass; U = .30, SHGC = .29 s'-1"PLATE HEIGHT R312.2.2 WINDOW OPENING CONTROL DEVICES: EGRESS: shall meet R 310 S Smoke Detector WINDOW OPENING CONTROL DEVICE SHALL 1 ST FLOOR PLAN O Carbon Monoxide Detector COMPLY WITH ASTM F 2000. THE OPENING WINDOW FALL PROTECTION: shall meet R312.2 DEVICE AFTER OPERATION TO RELEASE THE Substitutions made upon meeting Code. NAME AREA 11 t 11 C0 Refer to DWG-1 General Notes DEVICE SHALL ALLOW THE WINDOW TO See page one, general notes for additional FIRE BLOCKING SHALL BE INSTALLED SCALE: 114 = V —0 " In accordance with Section 915 of the FULLY OPEN TO MEET THE CLEAR OPENING IN ACCORDANCE WITH IRC R302.11 CxrOsa 1=100r Area 128 5 ft. 2015 IFC as amended by the NYS code requirements. THRU R302.11.2 AND DRAFTSTOPPING q REFER TO DRAWING # 6 FOR uniform code supplement '4T y jr Ilk AS REQUIRE TO MEET EGRESS R310.2.1 PER R302.12 THRU R302.12.1 FRAMING AND HEADER SIZES V Z J W Ridge Vent Ridge Vent O L ASPHALT SHINGLES ASPHALT SHINGLES 12 12 u J V Z � .. Top of PlateC+♦ Q - -_- X00 WWW VJW �C zo 0 I- 0- 4 1pO > Cn Q - roof Subfloor n/ n/ N to C E 0 C o T oE � £E `m ° co U D1 O U C V y ° C C � a p d j C 0 fe 10 N C O'm Toff Subfloor poo ° 80-0 wo y Y U Y —.T�f Foundation c c 3 t co JD 3 U -- -668 ' 8vaimv@i�_yrn 1 1 1 1 I 1 1 1 NmE .1D ur� oo3� p I I L U = °-� �sQ_wy� � E �.-�-�°ta LN = =2 2REAR ELEVATION - - - - - - - - - --- ----- - - - - - - - - - - - - - - - - - - - RIGHT ELEVATION � — I I „ _ V-011 1 m88w � 11 _ I I I I I I I I I I I SCALE: 3/16 - I I go o _c L = m = nE m ma wmar !- mEn� on I SCALE: 3/16 - 1 -0 I I I I I I I I I I I I I ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ , I I e — — — — — — — — — — — — — •� — — — — — — — —1— —1— — — — —1 — —I — — — — J — J_ — — J. _ L _ J — — — — — — — — — — — — — - -� — r — — — — — — — — — — — — — — — — — — — — — — _ — —�_—— T L J Ridge Vent Ridge ent 8 12 12 0 zo 8� QB 0) 11 11 11 IFT7 11 0 —To of Plate— N 11 l LU co Z CD N Z Cn cli M oo M Q Q 12 cp v cn J M Q Top of Subfloor — Tap of ubfloor � To of Plate _ _ o later TT�� t �I Top of ubfloo_ TT 11 11L_ I Tom of ubfloor— Top of F ndadon — Top of F ndatlon— w -1� � 24'-0" L t I 1 1 1 I I ( I I I t I 1 ¢ —" 0 - - - - - - - - - - - - - - - - i -� LEFT ELEVATION i I I - - - - - - - - - - - - - - - - - - - _ - - - I I I CI I I FRONT ELEVATION I I �° wo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -t I I I I I SCALE: 3/16 - 1'-0" I 101-0" I I I I I SCALE: 3/16 11-011 I I I I w ►� ,0 m I I I i i 1 r 1 0 — — — — I� — — — — — — — — — — — — — — ------ — — — — — — — — — — — — — — — I I Top_ Footl:g— — — — — — f L — I — — — I — I — — — — �— — — — �_ — — — I — I — — — — — — — IT Top- Footlnp— v C _L — _L — — — — — = T — — — — — — — — — — — — �_ r — — — — — — — — — — — — — L —. J J J J —� —� —i —� 1— I— I— IL O �.,� ,� I U O OF t1b e lµ4rg� •.f;� y�r r 4 24'-0" Q m E 4'-10" E J J s 4'-10" 01 IRC BRACED WALL PANEL ie m M m I PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B r - - - - - - - - - - - - - - - - - - - - - - - - - - R602.10.4 page185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP I 48"CS-WSP 48"CS-WSP BRACE WALL LINE SPACING (FT) 5.8 5.8 5.8 5.8 BRACING METHOD CS-WSP CONTINUOUS SHEATHING I a ASPHALT SHINGLES C? DETAIL page187 MINIMUM PANEL LENGTH (inches) 27" 27" 27" 27" WOOD STRUCTURAL PANEL o I (n I DETAIL #1 ON DWG-2 tt I U V 1'-41/2 Z0R602.10.3(1) Page180 REQUIRED BRACING LENGTH (FT) o LL CS-P F CONTINUOUS SHEATHING BWL 1-1 I01TO00 I O 0 0 ° I � I (0 0 ..•. .......-.-..-. . 8602.10.3(2) Page181 WIND ADJUSMENT FACTORS a,b,c PORTAL FRAME o o 'LO. _ s r- � DETAIL#3,DWG-2 I ir -_ cn _ Sq _ _ O @ 1. EXPOSURE CATEGORY 1 1 1 1 I O I v I W GB GYPSUM BOARD ti C O , N co 0 2. ROOF EAVE TO RIDGE HT 1 1 1 1 0? I ,_____, O N ") I zor-BRACED WALL NOTES: I :',Pull N COc' I 3. WALL HEIGHT .9 .9 .9 .9 o 11 ;Down;; � o REFER TO DETAILS ON DWG-2 I -' ! Mair ; x U I to o FOR HOLDOWNS, STRAPPING,BRACED o1 ' 4. NUMBER OF' BWL PER DIRECT. 1 1 1 1 WALL DIAGRAMS AND DWG-1 bo FOR NAILING SCHEDULE. ALL BRACED I iv { ; �', ;� ; N N 5. ADDITIONAL HOLDOWNS WALL PANELS SHALL BE FULL-HEIGHT U ! U ( Q SECTIONS OF WALL WITH NO VERTICAL ch '„ ; . 1* OR HORIZONTAL OFFSETS. o I 2x10 RIDGE I o W 6. GYPSUM BOARD OMITTED . N . - . . . . ' I 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH 1 .. . . - 7. GYPSUM BOARD FASTENING 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 I (3) 1-3/4" x 14" LVL o ° I I 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 ■ �� ■ ■ s ■ ■ �■ ■ e� ■ •�•• ■_ ■ �� ■ 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE �w. . w ,w -.W.u...U. ,�..... ..._ 7477 L7=_- ......., .._._. ,W....._7.�.,.. , ....;.,,...w ,., RESULT REQUIRED BRACED WALL LGTH(FT) 5.22 5.22 5.22 5.2 POS v (lj " - SHALL BE OFFSET NOT MORE THAN 4 FEET. I aU II .. �........... ... POST 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL LVL o I l- ' ' R602.10.5 page187 ADJUSTED LENGTH 1.SxACTUAL(FT) THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. I (o Ln U) cn LVL I Q 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH I '- I ----_----_--O -a-----, ,------- ' PER PLAN BRACING LENGTH PROVIDED (FT) 8 7.4 8 g END OF A BRACED WALL LINE ________ .. +- 1- - - - - - - - - - - - - - - - - - - -- - - - -' -1 - - - - 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL f I ; m ' ( Q �/ PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE I O '� o I Ll.. 0 �- - - - - - - - - - - - - - - - - - - - - - - - - -� COMPLIANCE YES / NO Y Y Y Y R602.10.2.2 _ I ; OJ ; ; X L) ' I X -1 I W J 7 Ca� NCD (nW0 ABBREVIATIONS; 00 I O cV N O T' a. Linear interpolation shall be permitted BWL 1-2 I I BWL=BRACED WALL LINE, ...,.,., ..........,.,.,..,..... X ' 2-2X8 X 2-2X8 ' ' 2-2X8 2-2X8 ' b.The total adjustment factor is the product of all applicable adjustment factors. cel REAR ELEVATION CS-WSP CED WALL, , N _ , 1 = c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines I n provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL � ; L _ ; cn -1 O CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION _ I I : I 'S co SCALE: 1/411 i_OII I �, - -A31 - - -A31� - - - A31 - - - - I (�1 U I 1 1 U ti Li 0 d I 2 1-3/4" 11-1/4" LVL 1-3/4"x11-1/4' LVL I ' I CS-WSP CS-WSP CS-WSP I o 5" Half Round Gutters - J O1 o = S On �U oE �' and Leaders Typ. 96X 4 - CRAFT MEN 3 PANE 96X84 - CRAFTSMEN 3 ANEL OD �E L 2 8 �o 0 2'-41/2' 2'-9" 21-1/2,1 v o OU� m o o y o C C � O O U B V! co f6 a- 2 N C 0,3 0,2 1 f0 O O O'� LI U N U� U Y C D. 7- CL O 2'-101/211 4-1 4-1 4-1 2-10/z ���,o M' o M 12 �� 8 0 0 C ow-2ia2f R co 01 U CL 0 C O U 0 O �i L'� O C L C U O n 000f LL 24-0 = �N `0 2� � C� in � CD:c� Q(n c m o a1 0 AO - • • - DCaEia m_0MoL12 n flashing and drip ca - - flashing and drip cap N m is F m E a=_o a g p 1ST FLOOR PLAN SCALE: 1/411 = 11-oil i,C? '~ 24'-0" I I - TYPICAL ROOF CONSTRUCTION •------------------------------------------------ -------------- ' y� , �•.� --.� :�e -, .. . �.w_.W. �v,�_._�._._.. �.. ... _. � ... _,.. _. t.. .. �_...,. ..�w.,_. ■' Class A Asphalt Roof Shingles w/ , fasteners per manufacturer's specification TYPICAL ANCHOR BOLT -IRC R403.1.6 ; ' concrete pad outside ' and IRC 2015. ; MAXIMUM SPACING: 1/2"@ 72"O.C. of door I EMBEDMENT OF 7"WITH NUT&WASHER. , I- - -- - - - - - - - - - - - - - - - - - - - - -I - . _ . _ Ice & Water barrier as per IRC section R905.1.2 2 BOLTS PER PLATE AND HOLD AT LEAST C - - -. - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - _ - - - - - - - - - - - - ONE BOLT- 12"MAX AND 3-112"MIN OFF r - '� (Note: Double underlayment is required ENDS OF PLATES. L - - - - - - - - - - - - - - - - - - - - - - - - J for Roof slopes between 2 on 12 and 4 on 12) ' RIGHT ELEVATION Framing As per plans with 1/2" exterior grade LEFT ELEVATIONspan rated structural plywood Sheathing, ; - Nail to framing in accordance Fastener ; SCALE: 1 /4" - 1 -0�� Schedules & Strapping per detail sheet(s). q o SCALE_: 1 /4" = 1 �-0" Flashing per IRC 8905.2.8 00 � UNEXCAVATED ; ; o Z MAX CONTINUOUS RIDGE VENT MAX TYPICAL SOFFIT CONSTRUCTION. ' ' TYPICAL GARAGE SLAB HEIGHT HEIGHT (MATCH HOUSE CONSTRUCTION) o 4" CAST-IN-PLACE SLAB N o ¢ 18'-0" RIDGE BOARD 18'_0" +� 9 W/6X6 W4.0 X W4.0 WWM = LLJ 16 overhangs-typical N f PITCH SLAB-114"FT TO 6i > 6" Wood fascia & 6" Wood rake boards. GARAGE DOORS ' Q < 12 Trim in aluminum or use "azek" or equal ; x4 CT8""' 4p 4 +1- Metal drip edge per IRC R905.2.8.5 ' 12 ,• - . _ - _ . - - _ - Fully Vented Vinyl Soffits 2x6 s @ 16 oc ♦ ; �■.( _/+ g ♦ ♦ TYPICAL EXTERIOR WALL ; drop top of concrete ♦ 2 x 4 Doug-Fir Wood Studs @ 16" oc. as required for Man _ Uninhabitable Attic ` ♦ N' Double top Plate and Single Sole Plate. door, see plan for size with limited storage ♦ 12 1/2" exterior Grade - Span Rated LL = 20 psf C3 +/- `f' Continuous Structural plywood Sheathing. (2)ANCHOR BOLTS 1 -4/2 Fastened per Fastener schedule. (2)ANCHOR BOLTS IN EACH CS-PORTAL _ IN EACH CS-PORTAL FRAME WALL ABOVE o N __ _ tyvec House Wrap or equal. ; FRAME WALL ABOVE SECTION-SEE ' Ar Vinyl or Wood Siding as per clients selection ; SECTION-SEE DETAIL 3 ON PG 2 - - DETAIL 3 ON PG 2 --- - installed per manuf specs and IRC code. - ---------------------------- ------------------------------ a -- -- - - --- Cont. load path strapping installed AlU o F-17 777 ❑ 000 LVL BEAdrawings. - ------------ ----- U in accordance with , I o Provide Fire Blocking in accordance � - ----------------------- -- ----------------------- -• [•■� [--� d a aDodrop to of concrete 00o aao oaP p U M with IR R 2.11 R302.1 1 1 n ' 2 CAR � C 30 & and as required for garage ~ GARAGE Draftstopping per 8302.12 & 8302.12.1 doors ►-�( 7:1 O L�Jl 75� o INTERIOR WALL FINISH •� N Provide 1l2n Gypsum Wall Board on ceilings � r--ti it o � - . . 11 HHU HH HH" n walls " �� _ �.� and a s 6-6 Ill-Oil 6-6 J � 00 ........ ......a.a,....«J..+w..._....w.....seia W«,nw._,w,„..., _.s...wYem.1'71 »,N...,.0. Wa;iu' ..,.a«._,.�.��.�..d..,...�w_1,',:1.,.,u.�:+:.w.,.»...�. .wJx�.y.w_..».,. �..d........-..u.h,..u,...0 ......w.i.:.l � `! •' C' S TYPICAL FOUNDATION CONSTRUCTION 24l-0 in accordance with chapter 4 - ^' 3000 psi Air Entrained cast-in-place concrete - - • - �- - - - - - - - - - - - - - - - - - - - - - - -� wall on cast-in-place Concrete Wall Footing per FOUNDATION P LAN - - - - - - - - - - - - - - - - - - - - - - - - R403. refer to Foundation Plan for footing size& �� CT I Oil _ thickness. 1-2X4 approved treated Sill Plate, SCALE: 1 /4" = 1 i-011 Sill Seal And Termite shield per FRONT ELEVATION Section R318. Anchor bolts per Foundation Plan SCALE- 1/4 = 1 ", and 8403.1.6 SCALE: 1 /4" = 1 '-0" A C-� �r fib FENISMED CELLAR 0 1. THESE DRAWINGS REPRESENT AS-BUILT CONDTIONS 2. FINISHED CELLAR AREA= 1480 SQFT. MECHANCIAL ROOM z install as per Code chapter 12-22 3. ALL EXISTING COLUMS AND DROPPED BEAMS ARE FRAMED OUT. mechanical contractor to verify W size of room prior to installation of 2 4. MAINTAIN 80" CLEAR HEADROOM ATALL PLUMBING FIXTURES. equipment and notify GC of Adjustments. W Provide 5/8" fire rated wallboard on U) 5. DRYER AND EXHAUST DUCT SHALL COMPLY AS PER CODE. DIRECT VENT FURNACE interior of Mech. Room side and Q '/2" fire rated wallboard on opposite 6. ALL WINDOWS AND DOORS ARE SHOWN AS EXISTING (UNLESS NOTED) INSTALL IN COMPLIANCE O W/RESIDENTIAL,ENERGY side. Provide a Non-combustible floor &MECHANICAL CODE and Insulate walls common with heated MAINTAIN REQUIRED SEPARATION 7. ALL ELECTRIC AS PER CODE. PROVIDE CERTIFICATE IF REQUIRED. DISTANCE FROM ALL HEAT areas. Provide air from outdoors thru PRODUCING EQUIPMENT TO louvres according to Part V-Mechanical = W COMBUSTIBLE MATERIALAS PER 8. FUTURE EXPANSION FOR PLUMBING FIXTURES PROVIDED MANUFACTURER'S SPECIFICATIONS Chapter 12 of the NYS Code. z AND LATEST MECHANICAL CODE. _ 9. NEW FORCED HOT AIR HEAT TO BE INSTALLED Z ., Q Plumbing Note_ Z O O ALL PLUMBING SYSTEMS SHALL BE Q INSTALLED IN ACCORDANCE WITH t :E I] PARTVII OFTHE IRC&NYS UNIFORM W 10. R310.1 EMERGENCY ESCAPE AND RESCUE: CODE SUPPLEMENT Required in basements, habitable attics and rnace 71-6" 14'-7'/Z" O Q „ o Electrical Note: each sleeping rooms in basement, and every sleeping room MECHANCIAL ROOM 3/z T_ ALL ELECTRICAL EQUIPMENT ^^ 1 Hour Fire Rated Wall It LLQ shall have at least ONE operable emergency escape opening as follows: O AND WIRING SHALL BE INSTALLED O Provide 5/8"fire rated IN ACCORDANCE WITH PART VIII OIF Sill height of not more than 44 inches above finished floor. o wallboard on walls &ceilinTHE IRC. A MINIMUM OF 75%PF g of Mech. Rm A. Minimum net Clear Opening Of 5.7 Square feet. PERMANENTLY INSTALLED FIXTURES ry t floor openings shall have a minimum net clear ��W/SELF CLOSURE MIN F.R.DOOR MUST HAVE HIGH-EFFICACY LAMPS. p 9W Except rade opening of 5 square feet. Q0 &24'x24"LOUVRE Mechanical systems B. Minimum net clear opening height shall be 24 inches. ___N____ ___ ___ THE MECHANICAL SYSTEMS SHALL C. Minimum net clear opening width shall be 20". \ (3) 1-3/4"X 9; " BE INSTALLED IN E IRC.ACCORDANCE WITH E p g 1/2 LVA. PART V&VI OF THE IRC. E•�, D. emergency escape and rescue openings shall be operational - - — — - ' — - — - —w - - — - — - — - — ALL MECHANICAL SIZING PER o mMh MANUAL"S"BASED ON LOADS °i a, a, ° o from the inside of the room without use of keys or tools. --____- CALCULATED PER ACCA MANUAL"J" t c L E m w` ° ` WHERE Basement contain more than one or more sleeping rooms, `_""""" DUCT COMPLIANCE WITH MANUAL"D" s=8° 0 o IS an emergency escape opening shall be provided for EACH sleeping room. R303.4 MECHANICAL VENTILATION, o� aai o 2 = o �� �.�� ° Emergancy escape and rescue opening shall open directly to the outside cn DWELLING UNIT SHALL BE PROVIDED ? ° o `o �' m o 0 EXCEPTION: Grade floor or BELOW rade floor openings shall have WITH WHOLE HOUSE MECHANICAL a N� >1 = 2``o 9Q VENTILATION IN ACCORDANCE WITH a net clear opening of not less than 5 square feet. -' N 2 ° `_ a D ` 3 �, SECTION M1507.3 c.0 a L o z m 3 , C N y y.�.N �d,a?+ — L ,n cf 10 E Z L d� C : N•D D D C ' D ° Cf . ,.D, D Z. �au,„ C 47 •p C r` FIN. BASEMENT U j ` � N � 2 t y= =0 0. "n RECREATION o 0)-c0L, n 4” CAST-IN-PLACE CONCRETE ROOM 0 ° =moi m a = m E 2 o n SLAB INSTALLED IN ACCORDANCE WITH IRC 9'-0"CEILING HT CV SECTION R506 1/2"GYP BD CEILING(PAINTED) 2'-6" ~ �-- PAINTED CONC.FLOOR 4"ROOF VENT ROOF FUTURE BATHROOM -- .--- -- AC UNIT ------ Existing Floor System _ _ _ _ _ _ ; _ _ _ _ _ ; (3) 113/4"x 9-1/2" LVL ', -4 -�---- FIRST FLOOR 3/4" pluwood subfloor y ® "—r ~ �— � floor Joists 16" oc I -- - ---------- LU '- I 15'-0'/" ------- 3"V 1/2" gyp bd ceilingFAN TOP OF CONIC - N -o:------ - NZ 2"V - --- 2"V 2"�/ — - -- - - — X o0 CV AV _ M fire-blocking, Continuous along top of foundation wall -------- CV w.c. and horizontally at intervals BASEMENT SHWR -------- not exceeding 10 feet. - - - - - ' RECREATION CD IRC R302.11 thru 302.12 ROOM --- 2" 3" 2" 2' 2" z 91-10UP 9'4'CEILING HT so W LU O c.o (� 1 11/2"GYP BD CEILING(PAINTED) 4"C.I.WASTE cast in place concrete foundation wall it o z TO AN EXISTING W PAINTED CONC.FLOOR O ON U) SUFFOLK COUNTY APPROVED SANITARY SYSTEM o wood stud framing @ 16" oc `� STORAGE 6X co `t J FUTURE EXPANSION PLUMBING RISER DIAGRAM top and bottom plates -------------------------- �r ILLI 00 w `t 9'-0"CEILING HT 1/2"GYP BD I U- U) N.T.S. 3-1/2" batt insulation R-13 W CEILING(PAINTED) --------------------------- 1/2 wall board, paint finish - TOP OF SL B I� KEY �1 N FINISHED BASEMENT PLAN H a CONCRETE FDN WALL SCALE: 1 /4" = V-011FEB s 2020 �C 2x4 STUD INNER WALL WITH Z -� EXISTING EXTERIOR WALL 1/2' GYP BD AND R-13 ALL DIMENSIONS BASED ON EXISTING CONDITIONS H ct SECTION INSULATION TO BE FIELD VERIFIED PRIOR TO FRAMING _ _ .> M 10 SCALE: 1/2" = 1'-0" ' S Smoke Detector ° w INTERIOR FRAME WALLS O Carbon Monoxide Detector �.. _ U o 2X4 STUDS AT 16" OC CO Refer to DWG-1 General Notes � 1/2" GYP BD EACH SIDE In accordance with Section 915 of the EXCEPT MECH. RM 2015 IFC as amended by the NYS `: � J -'► uniform code supplement "�r� y milli