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�o�OSOFFocel Town of Southold 8/28/2021 P.O.Box 1179 0 o _ 53095 Main Rd 'y.�jpl �aoSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42296 Date: 8/28/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6505 Horton Ln., Southold SCTM#: 473889 Sec/Block/Lot: 54.-7-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/11/2020 pursuant to which Building Permit No. 44937 dated 6/30/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with finished basement, covered front porch,rear screened porch and attachedag_ra a with unfinished storage above as applied for. The certificate is issued to Esteves Hldg Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0117 8/25/2021 ELECTRICAL CERTIFICATE NO. 44937 8/10/2021 PLUMBERS CERTIFICATION DATED 8/6/2021 Ndref NzikowsYj) A o 'ze Si nature t: =z' TOWN OF SOUTHOLD o�gtlFEOi 0 , BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44937 Date: 6/30/2020 Permission is hereby granted to: Sledjeski, Maria 7175 Route 25 East Marion, NY 11939 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 6505 Horton Ln., Southold SCTM #473889 Sec/Block/Lot# 54.-7-17 Pursuant to application dated 5/1'1/2020 and approved by the Building Inspector. To expire on 12/30/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,206.40 CO -NEW DWELLING $50.00 Total: $2,256.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. , 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. `7 17i`7 U 2 T New Construction: Old or Pre-existing Building: (check one) Location of Property: )-e W r ti s ,R-e4 , S�4� v f , 1 Ai House No. Street Hamlet Owner or Owners of Property: of H!LI 157 1--e- Suffolk County Tax Map No 1000, Section 5`�� Block 77 Lot 17 Subdivision oet 1Lj2-i vQ ti-e /-tj I I_< Filed Map. �?S g-S— Lot: Permit No. Date of Pen-nit. Applicant: W ood b U ll .5w e-e ai 4iAg lh G, Health Dept. Approval. Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ b g 7 Applicant Signature Building Department Application i AU H,OMZATION (Where the Applicant is not the Owners i s (a 5n I. Maya 0, (S IC e5 M residing ar jWc.cyDsS�'� �'Mclyldf),Y) -1 (Print property owner s name) (Mailing Address) 1051 y � do hereby authorize W d o a n y_ h (Anent) � a,124,<G 4-D to apply on my behalf to the Southold Building Department. I (Owner's Signature) (Date) N1ayia &aAiesi: (Print Owner's Mame) i Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) c I, Esteves Holding Corp residing at 80 Sunset Ave, Selden NY 11784 (Print property owner's name) (Mailing Address) do hereby authorize Jerry Cibulski (Agent) to apply on my behalf to the Southold Building Department. 9-16-2020 ( wner's Signa a (Date) &w,wkeeL �5 2c'r�LrS (Print Owner's Name) Ix rif so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® a� sean.devlina-town.southold.ny.us l�c®UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Esteves Hldg Corp Address: 6505 Horton Ln city:Southold st: NY zip: 11971 Building Permit* 44937 section: 54 Block: 7 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: KC Anderson Electrical Contr. License No: 4722ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 73 Ceding Fixtures 1$ Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 9 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 9Q CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 40A Ceding Fan 5 Combo Smoke/CO 4 Transfer Switch 200A UC Lights $' Dryer RecptG8S Emergency Fixtures Time Clocks Disconnect 2 Switches 4Q 4'LED Exit Fixtures 11 Pump Ed Other Equipment. Fridge, Elec. Oven, DW, Micro, Hood, Disposal, Car Charger, W/D, 200A Panel 54 Circuit/45 Used, 200A Transfer Switch Notes: New One Story w/ Finished Basement and Unfinished Storage Above Garage Inspector Signature: Date: August 10, 2021 S.Devlin-Cert Electrical Compliance Form So Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT D TOWN OF SOUTHOLD A UG 1 1 2021 BUMD. O)DEP: TON Irk?OF 017TTIOLD CERTIFICATION Date: LS_. Building Permit No. —` 7 Owner: F 1 C' Vey (Please print) Plumber:&Do_ e�. t4--a i x.44wS_lt( (Please print) I certify that the solder used in the water supply system contains le than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this V L— day of 2064 JUSTINE D JUSTINIANO Notary Public,State of New York Reg.No.01JU5054451 Qualified in Suffolk county �2 Commission Expires 01/16/20_ Notary Public, - I UL -County c . z, of Sol/p, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION /ic rn I I OUNDATION 1ST A/jl� ROUGH PL13G. 17FOUNDATION 2ND IN8ULATIOWCAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE-SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION P REMARKS: I-El cA, 4 AoA DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ROUGH PL13G. I OUNDATION 1ST / [ ] [ P'GE��i FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR o��OF SOpT�� # # TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND.. [ ] .INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [FIREPLACE & CHIMNEY [ 4] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION j ] FIRE°RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c f7vAmrl, 4 J -:3z mdo DATE 7 INSPECTOR # # TOWN OF SOUTHOLD BUILDING. DEPT. ���ourm 765-1802 F = - INSPEC ION [ ] FOUNDATION-1ST ROUGH PL13G. 6/ [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: —lyAo� cov � lvmblq ov-v DATE c; VK INSPECTOR so # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 1 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ZZ—/ 2-LINSPECTOR Uf SOOlyO6 4 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC, ON[ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION-21SID [ ] 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: V,�,tw co�� vx-_- Q�—v 10 Ak, UV L 11n (IXC`-• DATE INSPECTOR o�a0FSOUTyO 65c6` Yorl-or, L1v * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 - - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND. [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS_ : AtqnjS .r C OM 0 a DATE , INSPECTOR oZxq SOUTyOI # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL IVr> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O EMARKS: fl� I flYI 24YARA& DATE INSPECTOR NEW YORK HOME ENERGY SOLUTION INSPECTION FORM, LS J ll JUS 3 ff DATE � �� � 2021 /_ ENERGY STAR APPLIANCES BUILDER Ro� 6 '_fG'0 ❑ Refrigerator ?+ 4 ryT� � T. Kwh �-C:V. Addressy ��ry-� � ❑ Dishwasher ❑ CW Oven PPM ❑ Bath Fan C ❑ ERV CFM Lot# Model 5 ����" ❑ Boiler AFUE PPM Orientation Af W ❑ Furn e AFUE PPM Foundation: ❑ Slab ❑ Crawl YFull HW ❑ Indirect PPM Draft Fuel Type: ❑ Gas ❑ Oil d Propane A/C Tons SEER #SY stems Window U SHGC ?--)' kkl(4 N, , C/4177q GSHP Tons BTU TESTS: 73/460V'�;_o )CAZ TESTING: Blower DoordFL Base Test Draft @ Flue Ducts W� 1 st 2nd FL CFM Fan Simulated CFM Missing Gas Leak ❑ Y �dN Where Venting Type N S M Comments: yLl7 HES Representative �` �'� Date Site Representative Date Note:The inspection result/status represent the result of the inspection process only and does not reflect the final certification status. Robert J. Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Email: Rarchibob @ Aol.com August 27, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 RE: 6505 Horton's La, Southold, NY This letter is to state that the fire retardant paint was installed over the spray foam insulation on the basement walls and to the best of my knowledge, belief and professional judgment is in accordance with requirements of the 2020 NYS Code. Sincerely ARS' q o C� DdC DD . F AUG 2 7 2021 BUILDING DEPT. TOWN OF 8GI7MGLD Robert Higgins Architect -r ggqT� Robert James Higgins Architect M9L= y= LD50Hidden Acres Path C'V Wading River, NY 11792 631-208-3351 AUS 2021 - g Rarchibob a,aol com BM, DINTG DEPT. TOW ' OF So TT"'OLD March 27, 2021 Robert Crisctio c/o DER contracting RE: 6505 Hortons lane, Southold, NY Insulation Inspection On Saturday, March 27, 20211 visually inspected the insulation installation at the above address. Upon inspection, it is to the best of my knowledge, belief and professional judgment the insulation was installed in accordance with the approved drawings and the NYS residential building code of 2021 Respectfully submitted, � tp op m ,w Robert Higgins, Architect • � • • • Z Irz K M!5i t 0 W-7;J,RIA Iffl FOUNDATION (1ST) FOUNDATION (2ND) f I ROUGH FRAMING& PLUMBING 7WOW ' A INSULATION PER N.Y. STATE ENERGY •D at M, Brin SE EMMA 111UPIA r`i! • I . ' GM/ E 1 , �/1 [ .M J. _ F _... Iir TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TCq'VN HALL Board of Health f SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Boaid approval FAX:(631)765-9502iffySurvey Southoldtownny.gov PERMIT NO. Check Septic Form NVSDEC Trustees C O Application .I+ Flood Permit Examined 200 a { ` i `' ' 9 ' Single&Separate f , p Truss Identification Form MAY2020 Storm-Water Assessment Form Contact: Approved 20 Mail to Disapproved a/c i. ,, Phone Expiration 20 BAVf.nWIctor APPLICATION FOR BUILDING PERMIT Date —1 20—ii— INSTRUCTIONS 01 G%INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. e.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work. e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply w�v i all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on pr,'',tses and in building for necessary inspections ignature of applicant or name,if a corporation) G (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises M,(,AA15 NL ' (As A the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer P K-P-4\ (Namb and title of corporate o ficer) Builders License No. Plumbers License No Electricians License No Other Trade's License No. 1. Location of land on which proposed work will be done: r) House Number Street Hamlet County Tax Map No. 1000 Section "->Zy Block Lot I t 4 _ , r V Subdivision L2 A IL-P i dj w 1-6 1 (-4 Filed Map No. _&_5S;'3:—_&_5S;'3:— Lot (e:;, \� 2. State existing use and-occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy "L „-4- — �lrt�1 i L� p�,4-1 'r- b. Intended use and occupancy 0�►C�o i lea -114 ( S 1 n g 1 e-{-r t-41 l y er..fw-e l 1 I 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost `Z��1 a Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any Front Rear — — Depth _ r �\P( Height Number of Stories_ _1 �(Dimensions of same structure with alterations or additions: Front Rear p`\ Depth Height Number of Stories 8. Dimensions of entire new construction:Front 1 Rear 3 1 DepthS7. 3 1 Height Number of Stories 9. Size of lot:Front 3 �� (Rear 1 S O ' Depth S g- C0_�&l2n t.,S jg,,,+j 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO ✓ 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES NO to S-r -r7.e 14.Names of Owner of premisese04 4 !ilCe�Address �AA(Lr pr, A_Phone No. Name of Architect �Lo b ep-.� a 1 n-4 Address 14,r�cl to Jaone No �� 1 Z� � Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO ✓ G l 'f�� 4W s *IF YES,D.E.C.PERMITS MAY BE REQUIRED. (Jt.a+�,L 4,>�) ✓64 i45r, 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. ,�_j?.ud 4-,- 17. 217.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF'NEW YORK) S : COUNTY OF uRD AM, t_A• —iDiv-6-6 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A t rr (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 worlc� D@Vito wil be performed in the manner set forth in the application filed therewith. Notary Puglia-State it New York Sworn to before me this 1 No.01DE6368125 �� \day of vt` 20 i My uallifik!In 50*COOM o 11. � Notary Public Signature of Applicant BUILDING DEPARTMENT-Electrical Inspector FEB - 4 2021 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 al0�'` •- __ T'eleohone (631) 765-1802 - FAX(631) 765-9502 rogerr@southoldtownny.gov-seande-southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION , ELECTRICIAN INFORMATION (Ali Information Required) -Date: January 19, 2021 Company Name: KC Anderson Electrical Contracting Inc Name:Esteves Holding Corp License No.: - email: kcandersonelectncyahoo.com Phone No: ✓1 request an email copy of Certificate of Compliance Address.: 6bUb Horton Lane JOB SITE INFORMATION (All Information Required) -Name: Esteves Holding Corp Address: 6505 Horton Lane Cross Street: Jennings Now Phone No.: 9162364355- ,- Bldg.Permit#: 44937 email: can ersone ectric ya oo.com Tax Map District: 1000 Section: Block: Lot: _ /? BRIEF DESCRIPTION OF WORK(Please Print Clearly) New House. Not Ready.-Need Temp ASI, New House. Not Ready. Need Temp ASAP New House. Not Ready. Need Temp ASAP Check All That Apply: Is job ready for inspection?: []YES [ZNO MRoughin E]Final Do you need a Temp Certificate?: Fv-e YES [:]NO Issued On January 19, 2021 OMOA Q Temp Information: (Ali information required) Service Size 21 Ph E]3 Ph Size: 200 A #Meters 1 Old Meter# Q✓ New Service [] Service Reconnect n Underground R Overhead #Underground Laterals ✓1 2 OH Frame Pole Work done on Service? ✓Y N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx Z� �tg�FFOJ,roo �O Gy., BUILDING DEPARTMENT-Electrical Inspector c < TOWN OF SOUTHOLD `" Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 �'fjj�� Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # Date C1-- 2021 Customer Name C Electrician Name Kc G Address ®5 Phone 51 a e-mail e-mailKcandernonelpc. 0 Phone 5 f _ 231p— IfSr_U5 , License# y Ta-o� ME Size 31,00 A Phase�T Overhead Underground�_ #of Meters Remarks #of Underground Laterals1 2 New "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 daysJfvff e a ove. Authorized by L 2 F-47, BUILDING DEPARTMENT-Elbctricai Inspector FEB 4 2021 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ilk. Southold, New York 11971-0959 Teleohbne (631) 765-1802 - FAX(631) 765-9502-- roc.erra-southoldtownny.gov- seand(@_.southoldtownnV.qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date.. January 19, 2021 Company Name.- KC Anderson Electrical Contracting Inc Name:Esteves Holding Corp License No.: 4722-Mi= email: kcan dersonelecric(w_yahoo com Phone No: 5162364355 F./-Il request an email copy of Certificate of Compliance Address.: 650b Horton— ane JOB SITE INFORMATION (All information Requ'ir-ed'y Name: Esteves Holding Corp Address: 6505 Horton Lane Cross Street: Jennings Noad Phone No.: 5162364355 Bldg.Permit#: 44937 email: kcan dersonelectricCc-Dyahoo,.com Tax Map District: 1000 Section: Block: —7 Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly],New House. Not Ready,.-Need Temp AS/. New House. Not Ready. Need Temp ASAP New House. Not Ready. Need Temp ASAP Check All That Apply: Is job ready for inspection?: [ YES rV__1NO []Rough In F_JFinal Do-you need aTemp Certificate?-: ---- R]YES - ONO - Issued On January 19, 2021 Temp Information: (All information required) Service Size Q1 Ph "Q3 Ph Size: 200 A #Meters 1 Old Meter# V F%/�New Service F-1 Service Reconnect n Underground Overhead I#Underground Laterals R]l 02 [:]H Frame Pole Work done on Service? RJY DN1 Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# Address: Switches Outlets e G F I's '< SurfaceN X Sconces H H's I ` I /tXjW P J`I 0 . ti r UC Lts -C�SSGf✓ f I ?i Fans Fridge HW qA I Exhaust Oven h� Dryer �1U Smokes , DW Service Carbon Micro Generator Combo `� Cooktop V Transfer AC 1 1z AH f/ Min Special: J p Q� G- (.� L f�V � . Comments- L� r ' BOARD MEMBERS ®�3a Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 �® C® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento eou Southold,NY 11971 http://southoldtownny.gov C E IV D ZONING BOARD OF APPEALS Q� .51 TOWN OF SOUTHOLD `^ 'z �� TeI.(631)765-1809•Fax(631)765-9064 NOV 2 3 2020) FINDINGS,DELIBERATIONS AND DETERMINATI � ®�� ®�� �'��� MEETING OF NOVEMBER 19,2020 ZBA FILE: 7437 NAME OF APPLICANT: Esteves Holding Corp PROPERTY LOCATION: 6505 Hortons Lane, Southold,NY SCTM No. 1000-54-7-17 SEM DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 23,893 sq. ft. parcel located on the corner of Jennings Road & Hortons Lane and in an R-40 Zoning District. The parcel has a road frontage of 149.55 feet along Hortons Lane along the easterly property line, turns west for 150.00 feet, before turning north for 147.68 feet, then there is a road frontage of 173.59 feet along Jennings Road where it meets with Hortons Lane. The parcel currently has a foundation placed upon it which is the subject of the variance application as shown on survey prepared by Kenneth M. Woychuk,L.S., last revised August 30,2020. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's September 18, 2020 Notice of Disapproval based on an application for a permit to construct a single-family dwelling; at 1) less than the code required minimum rear yard setback of 50 feet; located at: 6505 Horton Lane, Southold,NY. SCTM No. 1000-54-7-17. RELIEF REQUESTED: The applicant seeks a variance for a 44. 4-foot rear yard setback for a new single-family residence where the code requires a minimum of 50 feet. ADDITIONAL INFORMATION: The agent for the applicant testified that there is currently a building permit open on this property for the construction of a single-family residence. The permit#44937,was issued on June 30, 2020 for a residence to be built in a conforming location. The agent stated that the plans were amended,creating a non-conforming rear yard setback, and before they could be filed with the Building Department, the foundation was installed. On September 16, 2020, a stop work order was issued for the subject property which is currently still in effect. A letter from a neighboring property owner states opposition to the variance request. Page 2,November 19,2020 #7437,Esteves Holding Corp. SCTM No. 1000-54-7-17 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 5,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The original house plan, and the amended plan, will both fit within the setbacks designated by the zoning code. Setbacks on corner properties in the neighborhood are typically conforming. Allowing this non-conforming setback will set a precedent in the community, thereby changing its character,and will encroach upon the privacy of the adjacent properties. 2. Town Law X267-b(30)(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than an area variance.The applicant could conceivably move the proposed residence to a conforming location without hardship because only a foundation exists on the property currently. Therefore, a change to the location of this foundation,or a change in the proposed plan to comply with current zoning laws does not constitute a hardship for the owner. 3. Town Law&267-b(3)(b)(3). The proposed variance relief herein is mathematically substantial, representing an approx. 11.2 % relief from the code.Prior setback variances granted on Hortons Lane and Jennings Road were for renovations and additions to existing homes,and not for new construction. 4. Town Law §267-b(3)(b)(4). Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. There are significant flooding issues on Horton Lane directly across from the subject property that could be exacerbated by a non-conforming setback on the subject property. However, the applicant must comply with Chapter 236 of the Town's Storm Water Management Code when the site is developed. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The overall objective of the Zoning Board is to grant the smallest variance possible. 6. Town Law 4267-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single-family residence while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Acampora, and duly carried,to DENY,as applied for. Vote o Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0). ie Kanes Weisman, &airperson Approved for filing /2020 c 7 Scott A. Russell ,�a°SU S 5TORMWATIER SUPERVISOR �J[A\1�A\G)El��I� ( r DENT z , SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 pyo Town o,f Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PkOJECT INVOLVE ANY OF THE FOLLOWING: Y No (dXCK ALL THAjI APMY) A. ,Clear, ig,'grubbing, grading or sitripping of land which affects more r" than 5,000 square feet of grounsurface: Ej B. Excav4tion"or fillingiirivolving ore than 200 cubic yards;of material ' within tarry,parcel or 6ny contiguous area C. Sit epr6p,anition.on sjopes;which exFeed;1.0 feet vertical rise to , ' i00 fe e't ofo�i �ontal E3 .i D -ite ` repartioh Iwjthjn X100 fe6t of ;wetlands, beach,;bluff or coasfaL ; trsivn hazard a�ej. i 0 ite rep rati�O>V#}',�� pfgne-biu tired-y ar' floodplain aa,depicted ) 1 Map of an- ' tej<apurse: v w r �,h .ori FIRM WN _ re ; ( Ips- ahation oil ne,�vWge-tsuffaced mpecv;` us=sVadltqr, ccs of 1;;000 ' �t `ro ar o> a ormMariagemeht fief or more, uh, le prior i3p�p - i rv . ; CoiZtrol Plan iias re e v dly th�:'I'o is andl Iie proposal inel'udes j t _- :_ . in-kind'rpplacement df imperviq�us surf7. aces. if yon gnsyvered NO-to alI of the III ue�ttQns Rboi'e,S?OP! Complete the Appljealit section below with your,Natioe, Signature,Contact lnforfttloli, Date&,County+Tax Map,N1,1r1ber,! . Chapter 2313 docs notapply to your project If y�Ou answered YeES;to'one or;moi a of file above,"pleasE;su i miC Ikvo copies of a Stormwater Management Cohtrol Plan and letcd Ch'ecl+ List Form to the$uildip Ile artment with—your Building Permit Application. i 1, P g'. p I S.C.T'M. ' '1000 ` Date ` APPLfCANT Y Owner,Dai Professional,Agent Canlrsetof.,,other) DcstFitt,: ' #7 I S-Zo NAME ,°�' Section Block Lot 01AW I FOR BUILDIN ' ' ART.IE►`tT USE ONLY Comet Informatwre1631) Reviewed By: - - - - - - -, - - - - - - - - - - - - Date: Property Address/Location of Construction Work: — — Approved for processing Building Permit. R) Stormwater Management Control Plan Not Required. Stormwater Management Control Plan a Required. (Forward to Engineering Deparlment for Review.) FORM ' SMCP-TOS MAY 2014 APPLICANT: S.C.T.M, r: 1000 CHAPTER 26 Irroperry Owncr,Design Prohssional,Agtnt,Contractor,Other) a0 ' Stormwa�ter Management Control Plan CHECK LIST NAME: section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Appilcahon. Date: �' ` _ Ar. The applicant must'provlde a Complete Explanation and/or Reason for not•providing all Information that has been Required by the following Checklist! iVW C ?c pl—Nwo6.n I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item,Please Provide Justification Herel show all of the following items: YES MM;' If you need additional room for'explanations, Please Provide additional Paper a. Location & Description of Property Boundaries b. Total Srte Acreage. c. Existing - Natural & Man Made Features within 500 L,F, ILI of the Site Boundary as required by §236-1702i. - ' d. Test Hole Data Indlcat'Ing Soil Characteristics-& Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f, Existing & Proposed Contours of the Site (Minimum z lnteryal9) a g Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements;& utilities, t h. Spot Grades-& Finish Floor Elevations for alirexisting& proposed structures• - - - --"=- -- - --------_ - ----- - - "- '--- - -- I Location of proposed Swimming Pool and dlschange ring. j. Location of proposed Soil Stockpile Area(s).. = ' k.- Location of, proposed Construction Entrance/Sta$ingXfeah). I. Location of proposed concrete washout.area(7 _ Y M. Location of all proposed erosion&sediment control mei;5iires. 2. Stormwater Management Control plan must 1ncludcFCaldvlat4dru.shWin9 ._;. - that the stormwater improvements are sized to capture,store,and tifllErate C t on-site the run-off from all impervious surfaces generated by? two,(Z)lnchY v "„ rainfall/storm event. - t 3. DetallS&Sectional Drawings for stormwater practloes,are required for'approval. 6 '_ Items requiring details shall Include.but-not de .limited-to: a. Erosion & Sediment Controls.- b. ontrols.b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins, trench drains,etc.) _ d. Leach ing Structures (e. . infiltration-basins swales,etc.) ' .,,�. FOR UEI'F,RTNIENT USE ONLY wti�ri —� _� dditio' n•al Information is Required. Reviewed & �, l Storm wate_i`Vanagement Control Plan, is-Not Complete. Ap`provedBy: - - - -- — — — — — — — — — — — — — — - Stormwater Management Control 'Plan is Complete. SMCP has been anorovecl by the. FnoinPPrina 1�Pnnrtment. SOU�y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Esteves Holding Corp. 80 Sunset Avenue Seldon, New York 11784 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 6505 Horton Lane, Southold, New York S.C.T.M. 1000-54-7-17 Pursuant to Section 144-10B & 144-12C of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Foundation installed under BP 44937, issued 6/30/2020 does not meet setbacks. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals has granted relief for the location of the foundation and the Stop Work order has been lifted. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 9/1 /2020 - AL J D�ii k' SrI s ector ( c First International Title Agency, Inc. 633 East Main Street,Suite 3, Bldg. 2 Riverhead, New York 11901 TITLE NUMBER: NY3796-01 Town of Southold, New York Gentlemen: FIRST INTERNATIONAL TITLE AGENCY, INC. hereby certifies to the Town of Southold that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned propertand properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. FIRST INTERNATIONAL TITLE AGENCY, INC. certifies that a search of the above captioned property has been made from 1980 and that the premises have been in single and separate ownership of Esteves Holding Corp. and his/her predecessors in title and has not been held in the same name or title as any adjoining lot since prior to 1958. (See attached chains of title) No searches have been made other than stated above.This Company's liability shall only be to the party to whom it is certified and liability shall, under no circumstances, exceed the'amount of$25,000.00. No policy of title insurance can be issued based upon the information contained herein. Dated: March 16, 2020 FIRST INTE I L TITLE AG Y, NC. Andrea Williams Sworn to before me this 16th of M Notary Public SUSAN T.ROSE Notary Public,State of New York No.01 R05046258 Qualified in Suffolk County Commission Expires January 2, PAGE 1 633 East Main Street,Suite 3, Bldg. 2, Riverhead, New York 11901 (631) 953-4885 Fax(631) 953-4889 Title Number NY3796-01 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Andrea Williams, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-054.00-07.00-017.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1980. SUBJECT PREMISES: 1000-054.00-07.00-017.000 Hezekiah Jennings and Julia B.Jennings, his wife Dated: 11/11/1904 To Rec'd: 11/14/1904 George R.Jennings Liber 558 cp 413 Henry Jennings, as Executor of the Estate of George R. Dated: 1/30/1961 Jennings Recd: 2/15/1961 To Liber 4947 cp. 343 Southold Builders, Inc. FIRST INTER N7AL T TLE AGE INC. rea Williams Sworn to before me this 16th d f Marc Notary Public SUSAN T. ROSE Notary Public,State of New York No.01 RO5046258 Qualified in Suffolk County Commission Expires January 2,11W PAGE 2 633 East Main Street,Suite 3, Bldg. 2, Riverhead, New York 11901 (631) 953-4885 Fax(631) 953-4889 Title No. NY3796-01 Southold Builders Inc. Dated: 3/5/1965 To Rec'd: 3/31/1965 Antone P.Sepenoski,Jr. and Patricia Sepenoski Liber 5722 cp. 93 Antone P. Sepensoki,Jr. and Patricia Sepenoski Dated: 4/5/2001 To Rec'd: 4/5/2001 Patrcia A.Sepenoski and Ann P.Verity as joint tenants Liber 1211 cp. 810 Patricia A.Sepensoki and Ann P.Verity n/k/a Ann P. Dated: 12/8/2012 Sepenoski Rec'd: 12/14/2012 To Liber 12713 cp 784 Maria Sledjeski and Tara Sledjeski,as joint tenants Maria Sledjeski and Tara Sledjeski,as joint tenants Dated: as of 10/21/2019 To Rec'd: 3/11/2020 Esteves Holding Corp. Liber: 13051 cp 873 LAST DEED OF RECORD FIRST INTERN I 4TEGEN A ffCreVWiI riams Sworn to before me this 16th o Jlar Notary Public SUSAN T. ROSE Notary Public, State of New York No.01 R05046258 Qualified in Suffolk County Commission Expires January 2, �o�a PAGE 3 633 East Main Street,Suite 3, Bldg. 2, Riverhead, New York 11901 (631) 953-4885 Fax(631) 953-4889 Title No. NY3796-01 PREMISES SOUTH: 1000-054.00-07.00-016.000 Hezekiah Jennings and Julia B.Jennings, his wife Dated: 11/11/1904 To Recd: 11/14/1904 George R.Jennings Liber 558 cp 413 Henry Jennings, as Executor of the Estate of George R. Dated: 1/30/1961 Jennings Rec'd: 2/15/1961 To Liber 4947 cp.343 Southold Builders, Inc. Southold Builders, Inc. Dated: 5/6/1963 To Rec'd: 5/8/1963 Robert L. Corwin and Florence S. Corwin Liber: 5344 cp. 135 Robert L. Corwin and Florence S. Corwin Dated: 3/24/1999 To Recd: 4/7/1999 Walter R. Corwin and Mark S. Corwin,tenants in common Liber: 11955 cp. 927 NOTE: Subject to a Life Estate held by Robert L. Corwin and Florence S. Corwin Walter R. Corwin and Mark S. Corwin,tenants in common Dated: 12/27/2002 To Rec'd: 4/18/2003 Nancy Ann McDonald Liber: 12246 cp.906 LAST DEED OF RECORD 01 FIRST INTERN I TIT AGENC Andrea liams Sworn to before me this 16th of" arc l/'=- -----� tary Public SUSAN T.ROSE Notary Public, State of New York No.01 R05046258 Qualified in Suffolk County Commission Expires January 2,i'R L!01 PAGE 4 633 East Main Street,Suite 3, Bldg. 2, Riverhead, New York 11901 (631) 953-4885 Fax(631)953-4889 Title No. NY3796-01 PREMISES EAST: 1000-054.00-07.00-018.008 000 011ie M.Overton Dated: 11/13/1970 To Recd: 11/17/1970 Terry S. Overton Liber: 6841 cp. 131 Daniel Overton Dated: 11/13/1970 To Rec'd: 11/17/1970 Terry S.Overton Liber: 6841 cp. 134 Terry S. Overton Dated: 1/24/1973 To Rec'd: 2/22/1973 Louis Ramunni and Carmela Ramunni Liber 7348 cp 169 Louis Ramunni and Carmela Ramunni Dated: 9/25/1981 To Rec'd: 10/8/1981 Christopher A.Grattan and Heidemarie Grattan Liber: 9082 cp. 169 Christopher A.Grattan and Heidemarie Grattan Dated: 4/20/2009 To Rec'd: 5/7/2009 Adam Ableman and Lisa Ableman Liber: 12587 cp.442 LAST DEED OF RECORD PREMISES NORTH: JENNINGS ROAD PREMISES EAST: HORTON LANE FIRST INTER I/AlTlT GEN C. Andrea i iam Sworn to before me this 16T" a f M r 0 Notary Public SUSAN T. ROSE Notary Public, State of New York No. 01 R05046258 Qualified in Suffolk County Commission Expires January 2, a�aa, PAGE 5 633 East Main Street,Suite 3,,Bldg. 2, Riverhead, New York 11901 (631) 953-4885 Fax(631)953-4889 S.C.T.M. NO. DISTRICT: 1000 SECTION: 54 BLOCK: 7 LOT(S): 17 HYD ELEV. 37.0 EL 35.7 'dU.P. OL DR BROWN 0.9' py, SANDY LOAM SM BROWN 1.8' GAMY SAND � EL 36.3 PAL EL 36.5 BROWN / EL 36.4 �G SP MEDIUM p GRAVEL 14.3' 1� EL 37.0 \ NO WATER \�Y, 9U.P. _ 17' a / o",_` o O� MAY It. 2019 �p9 ' ----- j DRY WELL 6 K. WOYCHUK LS `I / 'j y �_� 8'DIAx3'DLEP ' \ � EL 37.2 EL 39.3 > 4kq� '\ i PROPOSED EL(38.0) < .�G � STAGING AREA <V S AND CONSTRUC ON } J o� 0 `� ENTRANCE I 4,:::: EL 38.3 r 1 r EL 38.6 i Q U.P. d' Cq .:. :.............' ... `1 DRY WELL , 4 BEDROOM SYSTEM 5 :;::':::::::•::•:::::. :. : : . �`- /8DIAx6'DEEP \ i ci P 1,250 GAL S.T. �Q (1)8'DIAx12'DEEP L.P. 0.:i 94'::::....::: :.::.:. Aga p`P" 1�::.: J, . ....... MOEL(38.0) :::::::::::.:::::::':. �Q ".: ' . . .....• : : ::,' ��::::::::::::::. :.�a' SILT FENCE ALONG G�' PROPOSED LIMIT EL 37.5 VIP ..'.'...:. y.:...::. OF DISNRBANCE f WIRES 0.9'74 MON �C14 / �Qo�� EL 43.7 ?•:::::.'• :...:•,:.; :::::•:: EL 37.0:'. .. \ DRY WELL / \ �o !8'DIAx6'DEEP EL 43.6 DRAINAGE CALCULATIONS: EL(38.0P. ) DWELLING W/COVERED PORCHES: 2714 SF lL yp`1IQJ��6p� 2,714 x 0.166 451sT REQUIRED (2) B'DIA x 6' DEEP DRYWELL-531ef PROVIDED B) DRIVEWAY-700 SQ.FT. 40 \ 700 x 0.166- 117ef PROPOSED SOIL (1) WOO x 3' DEEP DRYWELL- 132ef PROVIDED STOCK K PIU ARE4 hyo 0 15 V EL 38. O\ LAND N/F OF NANCY McDONALD TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) !•SL48 FOR NDN-TRAFFIC eEARWm oSUMLK C UmTy DEPARTMENT OF HEALTH SMVICES ,- B'SLAB MR TRAFFIC BMW IE1W DUTY J APPROVED MR PIPE GIST IRON FRABE AND APPROVED OUTLET PIPE ,,Q� fig, q garyv p� p� +��e�,y�g sp y p c q��q,�q y gtryr� �,y9M A Lill 4'DLI COVER TO OPADE TD�At84'aN�IPoNCS EL 39.0 G` ki "d:PS EIS fl fY' R£P Y IFR, V AL OF tLON V C+d L®1V wmLm t/B%,' PRCHED t/e/+' MO ° MGLE FAMILY RMEDENCE ONLY ® ED 0 0❑ 0 0 0❑ / DATE 10 "-0 HS .» - / AIOVED CAVAFI0D� NSP CTION REQUIRED I0R OF BEWtOO FOR SANITARY SYSTEM EXPIRES TkIREE Y AILS FROM DATE OF APPROVAL BY HEALTH DEPARTMENT 3' MIN. 8' COLLAR 50'MIN. O BE ICIENT TO KEEP BACK FILL SAND MAID GRAVVEL SEDIMENT ON SITE HAY BAIL AND/OR TYPICAL CLEAN OUT t—•• ,SILT FENCING TYPICAL SILT Z SCREEN SECTION W SLATE OR STOPPER END GEOTEXTILE FABRIC a. 1 \,c, SUITABLE COVER OR PLUG SUPPORT POSTS } d' �r ���• Z WOOD OR METAL - XF r_1 `•\�. y FLOW DIRECTION Q , BALI(um TTRRFNCH OIX 0 •• Q Q • 30' ELBOW EXISTING GROUND c ,CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 60� WYE W .3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. a FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. FLOW ' ruucutnn THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 23,893.57 SQ.FT. or 0.55 ACRES ELEVAT70N DATUM: NAVD88__ UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY 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 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT IN7ENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 6 CERTIFIED TO: ROBERT CRISCITO; MAP OF: OAKRIDGE HILLS FILED: APRIL 30, 1962 No.3555 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 #19-57 SCALE: 1 =30 DATE: MAY 1, 2019 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy de Kenneth M. Boychuk S.C.T.M. I:R_:- DISTRICT: 1000 SECTION: 54 BLOCK: 7 LOT(S): 17 HYD ELEV. 37.0 �U.P. E N EL 357A , OL SANDY BROWN 0.9' Wry a� LOAM ' BROWN SM LOAMY SAND /•' EL 36.3 PALE / EL 36.5 SP MEDIUM G�p� /BROWN EL 36.4SAND GRAVEL *iQJo 14.3' EL 37.0 NO WATER / 4 Ey u.P. MAY lot 2019 Ce ------4 `t DRYWELL t �K. WOYCHUK LS / �� \ �._: 8 DIAx3'DEEP Q EL 37.2 EL 39.3 / g'e'e 'PROPOSEDy EL(38.0) STAGING AREA' AND OONSTRUCNQ \ ENTRANCE r� EL 38.3 �S EL 36.6 /• ��� CP, ` ° \ U.P. DRY WELL 38.3 8DIAx6'DEEP_ I 4 BEDROOM SYSTEM 1,250 GAL S.T. 'P' (1)WDIAx12'DEEP L.P. T ryN• r O MO p ? FND. LOC. EL(38.0) ,ry. s. AUG. 30, 2020 TOP FND EL 40.2 ,gyp S EL(38.0) SILT FENCE ALONG A PROPOSED LIMIT E! 37.5 9' �p OF DISPJRBANCE t WIRES 0,9'74 MON EL 43.7DRY x8'DIAAX 'DEEP DRAINAGE CALCULATIONS: j�J: k ��= �• 0' = EL 36'3 �p� \ DWELLING W/COVERED PORCHES. 2714 SF EL(38.0) P. 2,92 x 0.166- 485cf REQUIRED I`l' (2) BDIA x 6' DEEP DRYWELL-531cf PROVIDED `� B) DRNEWAY 700 SQ.FT. ` \ 700 >�0.166- 117cf (1) 8 DIA x 3' DEEP DRYWELL- 132of PROVIDED PROPOSED SOIL STOCK PILE EL 38.3 vv LAND N/F OF NANCY McDONALD ✓R� yoo pJF' i •6d, p�go'L Q� TYPICAL DRYWELL_CROSS SECTION – --(CONC.--PRECAST-COMPONENTS) e•SLAB FOR NON-TRIF'FlO SPARING Obs W SLAB FOR TRAFFIC BE4RW APPROVED uuT PIPE G�STwI ONFRWE AND APPROVED GULLET PM .4-DL+. coffin TO GRwc TD oporN�nNos EL 39.0 PRCNED 1/A'/1' PnCJeD 1/O'/F• MD k •� ' _..., j' m ED El 0 SES' 15 2020 i PUTT I)INNG DEPT. `x 01',.-N ;: MIN. 8• _ 60'MIN. ll/R CCLLFEM CK 9LLANMATERIAL AND GRACE BUT SUFFICIENT SEDIMENT ON SII— TYPICAL CLEAN OUT v MAY BAIL AND/OR SLATE OR SILT FENCING SUITABLE COVE STOPPER END TYPICAL SILT SCREEN SECTION OR PLUG CEOTWLE FABRIC _ •,p ..' \.,Q, ' SUPPORT POSTS y. C � ,.1 Z WOOD OR METAL 3 ,ti i• .` .' FWWi(DIRECTION Q EXCAVATED N 30' ELBOW `` 60' WYE 0 IX6TTNC GROUND CONSTRUCTION ENTRANCE – FOUNDATION OF COMPACTED }, J/,4- STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FLOWi► .,c FlLL TO i8- (Mtn.) ABOVE EXISTING GRADE FOR DRAINAGE. FND. LOC. 08-30-20 RIM REVISED 03-04-20 ' rwwrew THE W417ER SUPPLY, WELLS, DRYWELLS AND CESSPOOL —1- LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM 07HERS, AREA: 23,893.57 SQ.FT. or 0.55 ACRES ELEVA77ON DATUM: NAVD88 I - UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK ST-47E EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD 7RUE COPY. GUARAN7FES INDICA7E'D HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTE�) HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INS777U770N, GUARANTEES ARE NOT 7RANSFERABLE. 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, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND SUBSURFACE SUBSURFACE S7RUOYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 774E 77ME OF SURVEY SURVEOF: LOT 6 CERTIFIED TO: ROBERT CRISCITO; MAP 0 : OAKRIDGE HILLS FILED: APRIL 30, 1962 No.3555 ti r SITUA71) AT:SOUTHOLD TOWN F:SOUTHOLD w =_ KENNETH M_ WO_YCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK - Professional Land Surveying and Design " P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE #19-57 SCALE:1 =30 DATE: MAY 1, 2019 N.Y•S LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth M. ❑oychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 54 BLOCK: 7 LOT(S): 17 HYD 'dU.P. Liu, '" ELEV. 37.0 EL 35.7 OL DR BROWN o.9' V SANDY LOAM / DEC - 7 2020 BROWN / SM LOAMY SAND 1.8' EL 36.3 �T PALE a 36.5 klXi t r i3��rii'Mac SP MEDIUM SAND \ ��� / EL 36.4 \ ���� � ' 4,".�'k OLD GRAVEL �y� \ 9� 14.3' / / o Y h EL 37.0 r � \ Q DRY WELLcoo d U.P. 8'DIAx4G''DEEP��-� \ NO WATER / �� o• MAY tat, 2019 17' K. WOYCHUK LS EL 37.2 v13' EL 39.3 .S• pf yY' / \ EL(38.0) 1 i: :::. PROPOSED \ 0`4 \ 9:•:::�::: STAGING AREA ..ti.......ti•.::.:. R. / GjJO \ ::..... ..;^`'::.:.. AND CONSTRUCTION ENTRANCE s o`L :::..... .: .�:::::. EL 38.3 s EL 36.6 U.P. �• `..�•. DRY WELL �::::: DIAx6'DEEP 38.3 :.....: ;:::::•:::: : f 4 BEDROOM SYSTEM 55- O• a...: ::::::'::::......:::.:::: :::.. :.::::. f� 1,250 GAL S.T. �j Q :: :::::: :::: :: :::: `-� SILT FENCE ALONG U.P. (1)8'DIAx12'DEEP L.P. y 1y0� ::::::::: :::.:::::::::..:.::..:.:.::::•:•:.:::::::::: ':: PROPOSED LIMIT :.6 .............. ............::::::.......:....:::.::. . OF DISTURBANCE t CLEAN :"1*.I.::::•::•:::•::.::... ............................::::::�. \ PROPOSED:::::::r::ti:i:.......... y MO :;: :::::::'::':::.;..;:1 STORY DWELLING'•...........::.... . . :...:::::::::3 BEDROOM•::•::•:•:•::•::•::•::.,.:. Q EL(38.0) EL 37 5 / any EL(38.0) �� Sif::::::::::::::: : ::::FFL(40.0) •': :�y�l:' G• WIRES 0.8'74 MON /,�p� �P _EXISTING FOUNDATION TO BE REMOVED ••:.=::: ': r ::::•::;r. :0:;.. EL 43.7 \� •� ::.::::::... •:: : :•:: \ DRYwELL -11B'DIAx6'DEEP�- EUL 38. DRAINAGE CALCULATIONS: R,�s FPp3 �P� DWELLING W/COVERED PORCHES: 2714 SF O� EL(38.0)�� P p � \ 2,924 x 0.166 485cf REQUIRED (2) 8'DIA x 6' DEEP DRYWELL-531M PROVIDED �• \ B) ORNEWAY 1050 SQ.FT. 000 x 0.166 ` PROPOSED Ai (18DIA x 4'DEEP DRYWELL= 177Gf PROVIDED STOCKm EL 38.3 LAND N/F OF ,4 NANCY McDONALD (CONC. PRECAST CCOMPONENTS) e•SLAB FOR NON-TRMIFIc a=ARam Oa B'SAB FOR TRAFFIC BFARNONEAW DUTY J APPROMr PPE IRON FFAE cre AAPPROVED OUR.Er EL 39.0 PRCIffD t/eyt• - PITCHED�t• a MO ® D C1❑0 ZONED R-40 0❑ ❑❑ NON-CONFORMING LOT FRONT YARD: 40'MIN / SIDE YARD: 15'MIN, TOTAL 35' REAR YARD: 50'MIN 3"c�N• � 8' 60'MIN. TYPICAL CLEAN OUT BACK FILL MATERIAL TO BE F/WSLATE CLSAND AND GRAVEL SEDIMENT ON SITE SUITABLE � STOPPER END COVER HAY BAIL AND/OR OR PLUG SILT FENCING TYPICAL SILT SCREEN SECTION GEOTFXDLE FABRIC • Y. �� ��,• Z SUPPORT POSTS WOOD OR METAL �¢ T J_. C'y++•• C''S'•' 30' ELBOW FLOW DIRECTION ' , : ''pV 60' WYE EXCAVATED AND U_ BACKRIJUED TRENCHLl EXISTING GROUND o• CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED FLOW-.11111- W21/4-STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA REVISED 12-03-20 FILL TO 18' (Mtn,) ABOVE EXISTING GRADE FOR DRAINAGE FND. LOC. 08-30-20 r REVISED 03-04-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 23,893.57 SQ.F7. or 0.55 ACRES ELEVA77ON DATUM: NAVD88 — UNAUTHORIZED AL 7ERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STA TE EDUCA 77ON LA W. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC77JRES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS AND/OR SUBSURFACE S7RUCITURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 6 CERTIFIED TO: ROBERT CRISCITO; MAP OF: OAKRIDGE HILLS FILED: APRIL 30, 1962 No.3555 SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORKProfessional Land Surveying and Design f P.O. Box 153 Aquebogue, New York 11931 FILE #19-57 SCALE: 1 =30 DATE: MAY 1, 2019 PHONE (831)298-1588 FAX (831) 298-1588 " N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk S,C.T.M. NO. DISTRICT: 1000 SECTION: 54 BLOCK: 7 LOT(S): 17 ` HYD �. ELEV. 37.0 � '\ EL/3s.7 ' U.P. OL DR BROWN 0.9' W8 V Lt oL SANDY LOAM SM 47-R �SAND 1.8' — /•• EL 38.3 PALE / EL 36.5 BROWN /' EL 36.4 SP MEDIUM & p GRAVEL �IQVO 50 14.3' /• EL 37.0 \ --- � MAY 1 at, 2019 17, �Cg / -- j DRY WELL c< 0 K. WOYCHUK LS / 8'OIAx3'DEEP 9 'EL 37.2 EL 38.3 i> A� � \ PPosEO EL(38-0) <\ STAGING AREA• "ry ♦ AND CONSfRUC11QN t \ ENTRANCE / �°�� `�� EL 38.3 Ss EL 36.8 /. / ��� �, ��\\ i� ' �'�c• DRY WELL \ U.P. 38.3 '� 8'DIAx6'DEEP�` `V 3 \ 4 BEDROOM SYSTEM 1,250 GAL S.T. p,0 P (1)8'DIAx12 DEEP L.P. 'y O CLN / our FND. \MO 6 AUG. 30, 2020 �k- EL(38•0) SILT FENCE ALONG EL 37.5 / \ti TOP FND EL 40.2 EL(38.0) � PROPOSED UMR O OF DISTURBANCE i WIRES 0.9'74 MON EL 43.7 To. �� \ �i DRY WELL �, s0.�� ry sz�Lr 8'DIAx&TOP N. EL 38.3 DRAINAGE CALCULATIONS: OP'. EL(38.0) P. \ DWELLING W/COVERED PORCHES: 2714 SF 2,924 x 0.166 485ef REQUIRED (2) 8734 x 6' DEEP DRYWELL-531af PROVIDED B) DRIVEWAY-700 SQ.FT. (1) WDA 0.188x 3' D1EEPfDRYWELL- 132af PROVIDED PROPOSED SOIL 1�0 16� STOLYt•PILE EL 38.3 O\ LAND N/F OF NANCY McDONALD A� _ — -- - TYPICAL PRYWELL'CROsif SE. Nr ECAST COMPONENTS) B'SLAB FOR NON-TRAMO BEARING Op W SLAB FOR TRAFFIC BERM p� APPROVED BEST PPE CAST IR MMC AM APPWAD OUTW PIPE EL 39.0 ' UK 1'ML COVER TO ORADE TO ExPA1ts Prom t/B'/t' 4" WINGS MO SES 15 2020 TTTT DTNG DEPT. CO MIN. 8. 8' ; 60'MIN. CCLECAKN SAND APNDD GRAVELS SEDIMENT ON SITE TYPICAL CLEAN OUT HAY BAIL AND/OR SLATE OR SILT FENCING STOPPER END TYPICAL SILT SUITABLE COVE OR PLUG XF 17 SCREEN SECTION GEOTfxiILE FABRICPOSTS I ~.��0 ���' Z SUPPORT' WOOD OR METAL 3 y FLOW DIRECTION Off, �—��. . �� N 30' ELBOW flACI(�F1GmA T'EDRrNcr°T o '•. ..,°'` '`t 60' WYE IXSnNC GROUND .CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED J/4- STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FLOW�- �s FILL TO 18- (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. FND. LOC. 08-30-20 •f ` REVISED 03-04-20 '"'"1u THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL �1 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 23,893.57 SQ.FT. or 0.55 ACRES ELEVATION DATUM: N6VD88 UNAUTHORIZED ALTERAT70N OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HF SURVEY 1S PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING /NS777U770N LIS7E4) HEREON, AND TO 774E ASSIGNEES OF 7HE LENDING INS77TU770N, GUARAN7FES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OFFENCES, ADD177ONAL 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: LOT 6 CERTIFIED TO: ROBERT CRISCITO; MAP OF: OAKRIDGE HILLS FILED: APRIL 30, 1962 No.3555 , SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD KENNETH Ni WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design t P.O. Box 153 Aquebogue, New York 11931 FILE #19-57 SCALE: 1"=30' DATE: MAY 1, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. lfoychuk f _V' T-T S.C.T.M. NO. DISTRICT. 1000 SECTION: 54 BLOCK: 7 LOT(S): 17 alt HYD i U.P. ELEV. 37.0 EL 35.7 jv OL DR BROWN 0.91 \11-1 SANDY LOAM — 2020 BROWN SM LOAMY SAND I-B' EL 36.3 A PALE EL 36.5 'r-r BROWN EL 36.4 20, ME SP SANDIUM D fl vj�I GRAVEL 14.3' EL 37.0 'p DRY WELL NO WATER 6 OU.P . 8'DIAX3'OEEP MAY I st, 2019 tO K. WOYCHUK LS 37.2 EL 39.3 4010 PROPOSED STAG NG AREA k AND ICONSTRUCTION GARAGE EL 38.3 ENTRANCE ss EL 36.6 DRY WELL d)- 8'DIAx6'DEEP U.P. N 38.3 81 1 4 BEDROOM SYSTEM 1,250 GAL s.T. SILT FENCE ALONG WD MIT �Ip. (1)8'01AX12'DEEP L.P. Ur OF DPROPOSED CE FOUNDA17ON LOCATION MID JAN. 5, 2021 NN, TOP FND EL 40.9 y EL(38.0) EL 37.5 EL(38.0) FFL 42.2 O. WIRES 0.9'N MON 'ro . DRY WELL EL 43.7 8'DIAx6*DEEP/---' .0. DRAINAGE CALCULATIONS: EL 38. SO EL(38.0) # 0 P. 01 0)`,0 DWELLING W/COVERED PORCHES: 2714 SF 2,824 x 0.166- 4W&REQUIRED ( ) 8DIA. 6' DEEP DRYWELL-531.f PROVIDED AfA 8) DRIVEWAY-700 SQ.FT. 700 It 0.166= 1 17ef PROPOSED SOIL C (1) B'DA x 3* DEEP DRYWELL- 132d PROVIDED STOCK PILE AREA 0 EL 38.3 LAND N/F OF 4 NANCY McDONALD Or�'I� TYPICALDRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) O'SLAB FOR NON-IR*TIC B&MING 0. W SLAB MR M4MC OWING APPROVED NO APEIRON AND APPROVED OUTLET PIPE AM 4'DIA COVER TO GRADE TO EOwANSIDN RNGS EL 39 MO ED[1] []0 7ZONED R-40 NON—CONFORMING LOT FRONT YARD: 40'MIN SIDE YARD: 15'MIN, TOTAL 35' REAR YARD: 50'MIN 3' MIN. TYPICAL CLEAN OUT COLLAR 50'MIN. BACK FILL�MATSUIAL MATERIAL TO BUT SUFFICIENT TO KEEP SLATE OR CLEAN SAND AND GRAVEL --- STOPPER END CLEAN SAND AND GRAVEL SEDIMENT ON SITE SUITABLE COVER HAY BAIL AND/OR OR PLUG F SILT FENCING TYPICAL SILT SCREEN SECTION GEOTEME FABRIC SUPPORT POSTS • 30* ELBOW WOOD OR METAL FLOW DIRECTION 60* 04 E=VATED AND W BACKFILLED TRENCH 0 '. FLOW-#— W ID(TSTING GROUND CD .CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED 0 -314" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA —05-21 FND. LOC. 01 PLL TO 18- (Min.) ABOVE EXISTING GRADE FOR DRAINAGE FND. LOC. 08-30-20 REVISED 03-04-20 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 23,893.57 SQ.FT. or 0.55 ACRES ELEVATION DATUM: _NAVD88 UNAU774ORIZED AL 7ERA 77ON OR ADD177ON TO THIS SURVEY IS A WOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF 7HIS 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 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777J77ON 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 STRUC77)RES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC71ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 6 CERTIFIED TO: ROBERT CRISCITO; MAP OF: OAKRIDGE HILLS FILED: APRIL 30, 1962 No.3555 SITUATED AT.SOUTHOLD TOWN ORSOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #19-57 SCALE: 1"=30' DATE: MAY 1, 2019 PHONE (631)298-1588 FAX (631) 298-1568 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 54 BLOCK: 7 LOT(S): 17 \ HYD ELEV. 37.0 .. 0U.P. OL DR BROWN 0.9' o O1 EL 35.7 SANDY LOAM Trp, O, BROWN SM LOAMY SAND /•' EL 36.3 PALE EL 36.5 BROWN MEDIUM ��P� / EL 36.4 \ �G SP SAND y1 GRAVEL 14.3' � /•• O�f• � \ EL 37.0 \ "ao •. �O NO WATER / U.P. 1-1 3 0 \ MAY tat, 2019 �p9,p �1 —"---I DRY WELL K. WOYCHUK LS I / ` y �._i B'DIAxYDEEP O EL 37.2 \ EL 39. > 1`L �g`1�3, \ PROPOSED EL(38.0) STAGING AREA AND CONSTRUCIIQN !' •;�.. ;ENTRANCE /' Nati �\ ::: •' ''•' /•. � � NK ;;;,'•;,:::,':;. EL 38.3 `rifer EL 36.8 /' ��� � �. �� / ��•''••''�•�':':�::'::":'•:"..:"•. y \ U.P. �''<:••: ::' .•::'•:::'.:: DRY WELL bp. 38.3 '� r.........•' ;:::'sem 8'OIAx6'OEEP J OUP. 4 BEDROOM SYSTEM S.�- l-� 1,250 GAL S.T. ,a� —� (1)8'DIAX12'DEEP LP. �LClFM1 Q ;fig;.:•: ,...•..•.•,•.:;•::::;;;,:;,:;,::, 0, / MO EL(38.0) (38.0);':''''' '..•'•''. ;;:;;::•:::;: (38.0) \ :'1 STORY::":" ' : :, � :.3'BEbROOM DWELLIIVGf:, ;fib, SILT FENCE ALONG GS. �d:.' '::":•".' •' •' EL 37.5 / y\P 8:.,.',;'';:::.;:: �'w:0)r,.•::':.;::.:'• PROPOSED LIMB OF DISTURBANCE f WIRES 0.9'74 MON EL 43.7 EL 37.0 si•''.''' \ DRY WELL 8'DIAx6'DEEP/'-♦ DRAINAGE CALCULATIONS: Js: =' EL(38.0) o. ��� EL 38.3 \ Off' P. oytO�J Ply DWELLING W/COVERED PORCHES: 2714 SF \ 2,924 x 0.166 485d REQUIRED (2) 8'DIA x 6' DEEP DRYWELL-531d PROVIDED y1� B) DRIVEWAY-700 SQ.FT. 700 x 0.166= 117Cf PROPOSED SOIL (1) B'DIA x 3' DEEP DRYWELL= 132Df PROVIDED STOCK PILE AREA EL 38.3 LAND N/F OF NANCY McDONALD jR� apo 0�1F' 100•TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) P - g S'SLAB FOR NON-iPAFFIC BE1�i0 pb e'SUB FOR TRAFAC BEARNO APPROVED oB.Er PIPE HFAW DUTY OW RON FRAME AND APPROVED o1nLEr FaPE aJ NFL 4'DIA. OOVER TO GRADE ib DfPA1l1TpN PoFICS EL 39.0 WICNIED 1/8%1' NN.4 841. h PIICIED 1/8'/1' ®C]�❑❑ Mo ❑ ❑❑ 3' MIN. 8' COLLAR y 60'MIN. BACK FILL MATERIAL TO BE BUT SUF CLEAN SAND AND GRAVEL SEDIMENT ON SITE TYPICAL CLEAN OUT HAY BAIL AND/OR TYPICAL SILT SILT FENCING SLATE OR STOPPER END SCREEN SECTION SUITABL!COVEZR ST'OR PLUG GEOTEXRLE FABRIC Q ' SUPPORT POSTSA�C1• _ WOOD OR METAL y Z FLOW DIRECTION BACIEXuEn ED ANDNCH ✓R�G� '2 N Q w EXISTING GROUND CD wCONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED y} — .3/4"STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FLOW-- ;;s _ FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. <• REVISED 03-04-20 R NIM41M THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 23,893.57 SQ.FT. Or 0.55 ACRES ELEVA77ON DATUM.- NAVD88 UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E 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 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E 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, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUI°TVRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 774E 77ME OF SURVEY SURVEY OF: LOT 6 CERTIFIED TO: ROBERT CRISCITO; MAP OF: OAKRIDGE HILLS FILED: APRIL 30, 1962 No.3555 SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PUCSUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #19-57 SCALE: 1"=30' DATE: MAY 1, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth M. Wcychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 54 BLOCK: 7 LOT(S): 17 \ HYD R10-19-0117 \ o0'P• EL 35.7 xvz / EL 36.3 2 / \ EL 36 5 EL 36.4 \ / AQP q.P " 0 \ o U Y O 791. EL 39.3 EL 37.0 DRY WELL 8'DIAx9'DEEP \ K� 0 1 \1 4 BEDROOM SYSTEM ryti, .GF W M \ (1)8'DIAx12'DEEP L.P Gp9? DRY WELL \ EL 36.6 / 39' G� B'DIA.B'DEEP 42' �� I'" I �y \ U.P 5 0.6 •J`� \ �\�k. 27' SFO 2 U P. O MON 17 5'S j 0 0 9P,`y0 s.6`. �G�� ti� 1a;5 EL 38.1 O \ / EL 38.5 �6 5 ID��v A EGRESS EL 375 / / o WINDOW WELL \ WIRES 0.9'N MON / EL 43.7 Gti �• J I ''s. EL 38 3 's t OUTDOOR O`,?f SHOWER EL 36.3 P. \ 7� 4'x4' 1 1 Q \1_1 Q DRY WELL ti�Q• �,`P�� 8'DIAxB'DEEP EL 38.3 p LAND N/F OF NANCY McDONALD rR� COQ OJk. 5 EL 39.0 b MO �n_E?1s ;Tt`'�E%j1T 8Btz { / �'rs- '-L3V'r'"L�1.,'L{.fE 7...:004, ??"�S.«'Y,.:4TE -E ',��r'a.,-EeK�;Ta'`,.'. FOF,' 2rer,n, 8/25/2021s;L, ati�',. �D, R10-19-0117 t-zc sewz s"ZS. 1 ..1 lazz ani.lea rid 1,04''d DRAINAGE CALCULATIONS: /� /� 'i_�:;•>�'s:v'�-�.r�.�.+'.3i��1is�L'.7-�€u�`�"`±x"6r`_��3':�i:`:� DWELLING W/COVERED PORCHES: RED SF 2.924 x 0x 6' EP D REQUIRED (2) 8'DIA x 6' DEEP DRYWELL=531cf PROVIDED B) DRIVEWA(=700 SO.FT. 700 x 0.166= 117cf DD (1) 8'DIA x 3' DEEP DRYWELL= 132cf PROVIDED REVISED SEPTIC LOC. 08-04-21 AUG 2 6 2021 FINAL SURVEY 06-08-21 ZONED R-40 FND. LOC, 01-05-21 NON-CONFORMING LOT BUILDINGDEPT. FND. LOC. 08-30-20 FRONT YARD: 40'MIN TOWN OF SOUTHOLD REVISED 03-04-20 SIDE YARD: 15'MIN, TOTAL 35' THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL REAR YARD: 50'MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 23,893.57 SQ.FT. or 0.55 ACRES ELEVATION DATUM: NAVD88 --------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 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 TITLE 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 ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUETURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 6 _�\� OFNEtIly CERTIFIED TO: ROBERT CRISCITO; MAP OF: OAKRIDGE HILLS x,, �N M WO IL 0 FILED: APRIL 30, 1962 No,3555 C-) ��' C, W c SITUATED AT:SOUTHOLD �_ O TOWN OF.SOUTHOLD n KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 050882 ��� Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 11931 FILE #19-57 SCALE: 1"=30' DATE: MAY 1, 2019 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk I y REScheck Software Version 4.6.5 Compliance Certificate Project proposed dwelling Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area:\1,991 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: hortons lane robert criscito Robert Higgins southold, NY NY Robert Higgins Architect 50 hidden acres path Wading River, NY 11792 631-208-3351 Rarchibob@aol.com Compliance: 0.4%Better Than Code Maximum UA: 451 Your UA: 449 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. Asse�mbl� or U-Factor 'UA Rerinieterr Rim Joist:All-Wood Joist/Truss:Over Unconditioned Space 282 38.0 0.0 0.026 7 Wall 1: Wood Frame, 16" o.c. 1,878 21.0 0.0 0.057 80 Window 1:Wood Frame:Double Pane with Low-E 260 0.300 78 SHGC: 0.30 Door 1: Glass 160 0.300 48 SHGC: 0.30 Door 2: Solid 55 0.400 22 Wall 2: Wood Frame, 16" o.c. 610 15.0 0.0 0.077 47 Ceiling 1: Flat Ceiling or Scissor Truss 1,688 38.0 0.0 0.030 51 Ceiling 2: Cathedral Ceiling 268 30.0 0.0 0.034 9 Basement Wall 1: Solid Concrete or Masonry 1,700 11.0 0.0 0.063 107 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Project Title: proposed dwelling Report date: 11/14/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\Hortons La Sohold\res check Page 1 of10 hortons.rck r , Compliance Statement: The proposed building design described ere s consistent with the building plans, specifications, and other calculations submitted with the permit application.The propos bui ing h been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory re re the REScheck Inspection Checklist. Robert Higgins Architect e ��� A � 11/14/2019 Name-Title � � Date A t OF Project Title: proposed dwelling Report date: 11/14/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\Hortons La Sohold\res check Page 2 of10 hortons.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. -,; €xt=,,_;• , .�'; - - ��PI` s'V°`rifi' ��Fi'�1' �V i° - - - - an a ed? e tl erif ed=`:'�� #,= ?,Rre-ins`ection%PIan,VRe'view_, ;Coni lies? :3Coremments/Assum` tions p f, Value .:,: Vaiue &,'Re ID _ :- 103.1, ;Construction drawings ander` F#, ,,; ,ir ,*z, 1,',,❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not „3 [PR1]1 energy code compliance for the F`` i i;4ij ;building envelope.Thermal €,; w `; {=3, }❑Not Observable ; ;envelope represented on Ys =='s= F, i❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for s s;. _- [PR3]1 lighting and mechanical systems. ❑Not Observable 'i = - ` ' =_ _ '' ;Systems serving multiple "❑ Not Applicable dwelling units must demonstrate ,', V - `"`✓t -4\ - - ' ' compliance with the IECC _ Commercial Provisions. 302.1;.;=..'Heating and cooling equipment is; Heating: Heating: ,❑Complies ;Requirement will be met. 4033-11, sized per ACCA Manual S based Btu/hr ; Btu/hr ;❑Does Not i0kR2- on loads calculated per ACCA Manual J or other methods ; Cooling: Cooling: -]Not Observable -2 Btu/hr F Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 4 Medium Impact(Tier 2) 1,.3,,,1 Low Impact(Tier 3) Project Title: proposed dwelling Report date: 11/14/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\Hortons La Sohold\res check Page 3 of 10 hortons.rck ' ons 402.1.1 ;Conditioned basement wall R- R-_ 'LlComplies See the Envelope Assemblies UDoes Not table for values. [F04]" :insulation R-value.Where interior i R- R- !insulation is used,verification :may need to occur during E]Not Applicable :Insulation Inspection. Not :required in warm-humid locations: :in Climate Zone 3. 303.2 ;,Conditioned basement wall 1— c i�- ElComplies Requirement will be met. [F05]1 Jnsulation installed per Does Not ;manufacturer's instructions. :��'7""IoNot Observable JE]Not Applicable 402.2.9 'Conditioned basement wall -ft ft ;E]Complies �'See the Envelope Assemblies F table for values. [F06]1 insulation depth of burial or PDoes Not distance from top of wall. Q11 !E]Not Observable TINot Applicable 303.2.41-l" A protective covering is instal ed Requirement w E]Does Not exposed exterior insulation and extends a E]Not Observable minimum of 6 in. below grade E]Not Applicable OComplies :Requirement will be met. 403''S Snow-and ice-melting system `,T]Does Not i controls installed. Al Additional Cam mments/Assummptionm: / 1 High Impact(Tier 1) Medium Impact(Tier 2) Low impact(Tier 3) ' ` ` ` Project Title: proposed dwelling Report date: 11/I4/19 Data fi|enarne: CAUsers\Adnnin\Oocunnents\COPYDl1D4\bui|ders\cdsdto\HodonsLaSoho|d\rescheck Page 4oflO hortons.rck Se P ails Verified:.r Fi" tl V y r' ie - # Framin yR®u' h-l�i`Ins action - `t el a �f d,- C rm`'l ie, o en /Ass m ii do gl 9 P Value Value o ,p C, mm ts/ u- p o s" 402.1.1, ;Door U-factor. U- ; U- ;❑Complies .See the Envelope Assemblies 402.3.4 ❑Does Not ;table far values. 1 ; [FRl] ' ; J ;❑Not Observable ❑Not Applicable A 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). i❑Does Not table for values. 402.3.3, t 402.5 ;❑Not Observable ; [FR2]1 E❑Not Applicable 303.1.3 �U-factors of fenestration products` `'�s- �� <<;='�" '^-:` _1'_'�' >" ❑Complies ;Requirement will be met. [FR4]1 pare determined in accordance ❑Does Not ;with the NFRC test procedure or <<y; �- „ - __ " ` ;taken from the default table. ;4- s _'., j.'•;ntr T':.., 2,,3, - . ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ;_= r_- ""_'', '= == .` y❑Complies Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not instructions. ' -El Not Observable , :W, ,❑Not Applicable =,❑Complies Requirement will be met. 402.4.3 ;Fenestration that is not site built [FR20]1 is listed and labeled as meeting ;r ❑Does Not i AAMA/WDMA/CSA 101/LS.2/A440`' ` , • - ; ❑Not Observable ; ;or has infiltration rates per NFRC F K':; �� El Not Applicable 1400 that do not exceed code ; ':�:, � ��s"�� esle;.•, limits. _ :� ° �;•� �� 402 4 IC-rated recessed lighting fixtures _ -„;. - "' =;,❑Complies ;Requirement will be met. [FRlfi]�°� ""sealed at housing/interior finish ,� � ;❑ Does Not and labeled to indicate s2.0 cfm ( ❑Not Observable. leakage at 75 Pa. ❑Not Applicable 403.3.1 ;Supply and return ducts in attics _ -, - �� ,���' � ,�,.��� ;f':.�;;�°= ;,;-,,❑Complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is z i❑Does Not ?� '>= 3 inches in diameter and>_ ,, ,x :'` ❑Not Observable R-6 where<3 inches.Supply and �; ;return ducts in other portions of ��<H = '' �' - �a` - - .'.her'-_"-❑Not Applicable ;the building insulated>=R-6 for3;k, ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 4,03.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. "sr [F_Ri5]3:` ' ;ducts or plenums. " ❑Does Not � ' == ,❑Not Observable ; y _ _ "'El Not Applicable , HVAC piping conveying fluids ; R- R- ';❑Complies ;Requirement will be met. above 105°F or chilled fluids i <❑Does Not ''-'�below 55°F are insulated to>_R- „ 'AIA 3 ![:]Not Observable ❑Not Applicable 403.4.1s.P ,;7> ?, ? 'fru, S`a;',,N',_ -•;;•;- - rotection of insulation on HVAC ❑Complies :Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable 5� . =❑Not Applicable "';Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. °❑Does Not ;❑Not Observable :❑Not Applicable , 403`:6; -:;Automatic or gravity dampers are 4_ - - _-= = _ ""'3❑Complies ,Requirement will be met. [F,19]2 :installed on all outdoor air f-: z; = '`'"'w' ``''} yY; j❑ 33 - r " .��~" _ "�-_ ':�- .�-"'°' - �`� Does Not ' intakes and exhausts. ";❑Not Observable `z F._ .,:,. .Y'_ ••s;- ,s , n„- $„y >. ❑Not Applicable 11 High Impact(Tier 1) „'2` Medium Impact(Tier 2) 3,' Low Impact(Tier 3) Project Title: proposed dwelling Report date: 11/14/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\Hortons La Sohold\res check Page 5 of10 hortons.rck Additional Cprnrnents/Assurnptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: proposed dwelling Report date: 11/14/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\Hortons La Sohold\res check Page 6 of10 hortons.rck , ` ` ` ` � / ' 1 High Impact(Tier 1) Medium Impact(Tier 2) 3]Low Impact(Tier 3) ` ' ' � hodons.pck ' - � ~ '. Va OR. wu 77 'ElComplies Requirement will be met. fans not part of tested and listed Not eet efficacy HVAC equipment rn Observable and air flow limits. Applicable Hot water boilers supplying heat ElComplies Requirement will be met. JFI through one-or two-pipe heating TIDoes Not systems have outdoor setback ',;1,17114ot Observable In"""i control to lower boiler wat er temperature based on outdoor E]Not Applica ble have a circulation pump.The 5�,,,,E]Does Not system return pipe is a dedicated return pipe or a cold water supply pipe.Gravity and thermos- �[]Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop et-point temperature and P40_r'�J'2"'J Electric heat trace systems -'-,-,;)E1compIies Requirement will be met. [65,9-11-�7,�e comply with IEEE 515.1 or UL Does Not 515.Controls automatically -,[]Not Observable adjust the energy input to the Applicable Jheat tracing to maintain the d water temperature in desire the s,�"E]Complies Requirement will be met. """Water distri 3 bution systems that Does Not have recirculat pump water from a heated water "NEINot Observable supply pipe back to the heated _",`E1Not Applicable water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature g the cold the water enterin water piping to 1040F. 4 Drain water heat recovery units Requirement will be met. IF131F,.',iY3 tested in accordance with CSA L]Does Not B55.1.Potable water-side ble pressure loss of drain water heat Observa E]Not Applicable recovery units<3 psi for individual units conne edtoone ct 10 or two showers. Potable water side pressure loss of drain water individual units connected to three or more showers. 404.1 175%of lamps in permanent E]Complies Requirement will be met. [F1611 !fixtures or 75%of permanent !fixtures have high efficacy lamps 10Not Observable ;Does not apply to'low-voltage Nc El )t Applicable Fuel gas lighting systems ha Requirement will be met. 1,,1_5EINot Observable,: licable I High Impact(T-ier 1) Medium Impact(Tier 2) 3,]Low Impact(Tier 3) ProjectTitle: proposed dwelling Report date II/14/19 Data fi|enanne: 0Users\Adnoin\Docunnents\C0PY O IIO/\buUders\criscitu\Hortons La Soho|d\res check Page g of 10 hortons.rck ' - � ^ 'Requirement will be met. 4bl:'31 -3 Compliance certificate posted. []Does Not 1 17 'EINot Observable 303.3,, IManufacturer manuals for 1EIComplies ;Requirement will be met. (�11-8' ]Y ,mechanical and water heating Does Not -Tsystems have been provided. Not Observable EINot Applicable AdditionaUCommenta/Assumptions: , ' 1 High Impact (Tier 1) 1--2 Medium Impact(Tier 2)- 11.�3,1 Low Impact(Tier 3) � ' . ` ' ' | ' ' ' \ Project Title: proposed dwelling Report date: II/14/19 Data fl|enarno: C:\Users\Adnn|n\Docurnents\COPYDllO4\buUders\chscito\HortonsLaSnho|d\nescheck Page lOoflD hortuns'rck 2015 MCC Energy ,Insulation Rating R,-Value Above-Grade Wall 21.00 Below-Grade Wall 11.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass& Door Window 0.30 0.30 Door 0.30 0.30 CoolingHeating& Heating System: Cooling System• Water Heater• Name• Date• Comments R3pz 11 F,-1-n,,rp Fwblwn,p wampromemma,enm mnmwe Pm Feld Fldnq Bud Flreplacea v m ryom verccel mm l,or5anml memrmmmanecaw Mba,.Mr In eeaordenee veld,IRC wde tl,ter waa4 brave-rrebP a,nPPam bain.lmvw�nno lv�ratwiub .vett 10 factoryb,dtfireplacalnserts a hall w me cons be UL l,sted-d labeled and shall be eaPUN�lmmnotamaavrsugpam eweeearmewe ma mnaavPawma Ns dit,,fftI nce F—N I wntlNone of Ne lubrlp Factory-Bu,lt I I 11 venBa,hmam many m4 noormvm f tj,UL1 ahallbeh.t.11 acca.ance e vnN UL 12]Hearths shall be InsNlletl In tz xmmnugdmleMsmle.meampwteat c.pl..ce In.NeIlsanpof I Flreplece A in att:ortlence w,N IRC code I I 4 shell ldwconnwfwre mn%m cmeealae vemmlaM mezmul for Fi.pl—Hearth azN,p l m apemen ummaem mdna.and mvemuapa MFlreplace shaA be equ,ppetl th en my bpnamn pair abHOaedM mpene bomm dme,w exleNor W,supply E,dene—d— . m,ducls 1 aIE„Nveaa...mewauwdWlawrPlYwM S.dmn R3pz] nhallbe ULl,,Nd Factory BUllt Chimney, I a A,—4.—1 veno Pbvs 1 mb,ev w,wwdmaam eM shall ba in aamtlance w,tn IRC code chapter I I U tndbrevd ma free paa.medw+w 10 S.c n R1o05 Factory Built CNmneye a 4 I Z em p,mumorm mP eu am� Y 4 5 Fa Ne MblbaaapdNNmeysaM MpNma ua3agmnR-18 ———— _— - —y_———_————— Z aawohmaYtlweu,m N,epM,ee Nam one or 4 I I e Fab+xeeinbq u�inwpvetlo.er I I �'""� Q m,va W U J T WmE wginaPvei,b.Iu oM bw.amnhmpb®>in marob.w,bad®ee� I a F n.,v i co Z Q ww padFamlbt I 0 a I § d 0� OVARO RA1l NOTE. Plumbing Nple. '�� I � ,v a I 0 adm PO O o,mm. nba _wmlaaefwr . I LJ.. .W BawvlPmW 30 _ vvrt+o.xEniml I �/� e rewaa ndmuu�e oaww. c'A'rmaws��wuuanr uwFa+u m M1NI en na B�m,vn mug Nnl�� Eleelnml Na1n�P�� � lJ '« O+Pas I L NOMORETHAN M+ m ri,aaVPeaan m,vv I_ e IX�FST me ,rew,rp �.lmnee °aa�"a„1� I ' C -YC X33y¢P BSN»mu map wwavNVe�Wa" :a»imucvuava A�11 $AI;aE MennemF�l apalema I n a g 9a 9Ea — -- �a — --- - ----- YommurlmmmA„p:I'Nm e,mwN rA. Ewm,maa,.Lv I .m : 2111 aR � claw a p $ � ® P I B�CC afi�pl STAIR HANDRAIL NOTE. x++x - —.—. M1 an— _—_---.—. omvma Nendm m�RSEns•anaN M+uav W ErnFOUR OR mu eve P. I e ® V Ya I a la tip.xdlmbelwamn a a .1mtlb"iaeam mi mom ave Ymmae I qq -Fnt Hmemav dalmmnamvua Venal 4 dp I a �I �aN OMr Ne eu4aoma ptlmtlb.mY Id ra / -0I I Q eba PP umieldeesis,sNeraiuwa o't �@ � 6wI �z 1 I $ I a 'WL h S NaNNNadIEaI�Y NP�t�If�WMa � Q I / I � ixNV,nia a SI I OvuNO� I roma � I I < IRs ceaomProreaW emo eP ppadarRaawomm I r+ § I I i I a 3t I AREA SCHEDULE I ® ® a I \eo �I I I AP a wua �. I NAME AREA � RSI xa /I�. I FIRBT FLO0RAREA 24029sgA X861 ^'w`�^s' GARAGEAREA I 46E2sgm I xpavu,n / I I wo I 4 rOVERED / � a � CQ Oamehe Detector Carom MonmlWe D.[ecbr O Ref,,to DWG-1 General Nates h i,l ea cvm„2 I rc Y L14: or✓ TIONNONNA M� 4 f I$ 4 Y I ANO n b ',18 =Hd I 9 sass EOG EORo RER SU AOE BUMING I—R &OE OF TH $ 1. IV F MING SHAIa MMPLVAB�Amu— - -NOOW OIPE OCAENNRiOL DEV ICE 3xALLE3 F P, AUG 1 0 ND . TMF20 NTHEOPENING I sl a U B U PFAATIONTO RFIFASEIHE THE wmoow To IS-02NWO ;�REDGIRE MEET,H ; ,DMEETEG REBS 0.11031 WIN w mo a PI...nn—tess ANDERSENE sodea400Tint W,,h Motlel N De d shell be In aaortlanm w,N ab�aeVshSp,dfl@9inslalletl ea per menWacWrars IRRE09 BUILDINGS ILlYaTh a e pcn tl IRC Table 3013(2),30123) j i+T��+F TON � s'r�'�g Nde TiP LOW E4'91asa,U=30,BHGC=30 '$.,F EGREBB shall mee1R3TI }e WINDOW FALL PROTECTION ahallmeet 83122 { Bubab.Nons matle upon -ft Cgtle S.. pg....,penaml notes for ed0,ti0nal sada mquvemente AND WRTOALL OWGE FOR ROOF FRAMING 9'IST FLOOR �91 AND WALL BRACING PLAN ]BT FLOOR PVAN SCALE 1/4'=1'-0' Iroad TYP.COVERED LADDER&STEPS R310.2,3.1 "-• PORCH FOOTING Mustrovide Manuals BARS.GRILLES.COVERS R310.4 SEE DETAIL At)P WINDOW WELLS WITH A VERTICAL ,_____, ____, ,_ BARS,GRILLES,GRATES OR SIMILAR DEPTH GREATER THAN 44 INCHES N DWG 2 ��1 and S as per DEVICES ARE PERMITTED TO BE PLACED _ _ - _ -_ _ _ _-_-_ -_ 1 OVER EMERGENCY ESCAPE AND RESCUE SHALL BE EQUIPPED WITH PERMANENTLY ' '1' `- ' - - - -` '- `-'` NYS Energy Code AFFIXED LADDER OR STEPS USABLE + -� WINDOW WELL R310.2.3 ; � ' ; ; � ' ; 2-2x10 P.T.GIRDER ; � ' ; OPENINGS PROVIDED AS FOLLOWS: NET WITH THE WINDOW IN THE FULL OPEN ._I_ 55' CLEAR OPENING SIZE COMPLYING POSITION. RUNGS SHALL HAVE AN HORIZONTAL AREA SHALL BE WITH R310.1.1 TO R310.2.3 AND SHALL INSIDE WIDTH OF AT LEAST 12 INCHES MIN Y-0"SQ FT.WITH A I i BE RELEASABLE OR REMOVABLE HORIZONTAL DIMENSION SHALL PROJECT AT LEAST 3 INCHES OF MIN 3'-0"TO ALLOW FOR FROM THE INSIDE WITHOUT THE USE I OF A KEY,TOOL,SPECIAL KNOWLEDGE FROM THE WALL AND SHALL BE SPACED EMERGENCY ESCAPE AND 14'-11/2" 1 0" 5'-6" 6'-0" 17'-9'/" 2'_0" t� �I NOT MORE THAN 18 INCHES ON-CENTER RESCUE. COVER PLACED Blov`,rcr door OR THE NORMAL OPERATION OF THE THE VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. OVER OPENING PER R310.4 + NP.DECK FOOTI G = JAPOVED AS NOT D and ductwork ESCAPE AND RESCUE OPENING. BILCO SCAPWELL OR EQUAL 7'-1/_" 7' 0' ,_ ___, cm SEE DETAIL ON D G-2 •----I- bB.P.# testingrequired. ;-_ -"- �--; , - , ; ; : " - 2-2x10 P.T. IRDER o, 2-2 0 PT.GIRDER DATEty Q 1 0 -' , __I- ECK LATERAL HOLDOWNS o DECK LATERAL HOLDOWNS 1i' --• •-----• •- ONE WITHIN 24"OF EACH END v FEE: � Y: - o ONE WITHIN 24"OF EACH END AND TWO SPACED EQUALLY NOTIFY BUILDING ScPhRTMENT AT AND TWO SPACED EQUALLY II U 765 1802 8 AM TG 4 F"f FOR THE Fire separation ALONG DECK-REFER TO it TYP.DECK LEDGER ° o ALONG DECK-REFER TO - x v i DETAIL 11 ON DWG-2 FOLLOWING INS?EC:1"NS required 2� per DETAIL 11 ON DWG-2 SEE DET. ON DWG 2 0 v �QUIF'IED �r- ---- ------------------ -o--• o Ua o o U 1. FOUNDATION * � Code DROP BOTTOM OF FOOTING r T NYS 04 I 36 INCHES BELOW FINAL GRADE FOR POURED CO!�C r-0. K LEDGER N - 1 . ------------------ _ 2. ROUGH - FRAi`J!i'vl, n PLUMBING 1 1 ; O --- E DET. ON DWG 2 p A ALK OUT BASEMENT LEVEL o (2)ANCHOR BOLTS ; 6' 0" 3. INSULATION IN EACH CS-PORTAL o 4. FINAL CONSTRUCTION MUST EGRESS FRAME WALL ABOVE v ------------- 4. _________. ; DO NOT PROCEED WITH _ TW3052 ; SECTION-SEE N I BE COMPLETE FOR C.O. ----------- ---- ----- ---------- DETAIL I _ _____ ____ _ _---___ -_" ""_72X80 SL GL EGRESS"__ Z FPAL41NG UNTIL SURVEY ALL CONSTRUCTION STALL I'!!EET THE _ --------------------- _________ r + OF FOUNDATION'LOCATION ""_"" """"""""""""" T + + FTNECODESOFNEW ---- ------------------ ------------ ;- -;--------------------- `-----------•----------- ------ ------------ ------------ ----- REQUIREMENTS 0 - YORK STATE. NOT RESPONS'iBLE FOR HAS BEc"i3 APPROVED. ; MAX.FLOOR TO T" (3)1-3/4"x 9-1/2"LVL j2)1-3/4"x 9-1/2"LVL' � _ ' CONSTRUCTION ERRORS. ; ; SILL HEIGHT:44" I SIMPSON DTT I I (2)1-3/4"x11 7/8"LVL FLUSH Z DESIGN OR CO 1 , HOEDOWN SIMPSON DTTZ2 ; ALLOWABLE I UNFIN. BASEMENT LIJ CODE COMPLIANCE STATEMENTS: HOLDOWN LOAD: 1825 LBS I p ,4" CAST-IN-PLACE CONCRETE ALLOWABLE + , I SLAB INSTALLED IN `D LOAD: 1825 LBS , ; ° ACCORDANCE WITH IRC �+ ♦ •�1 1. The windows selected for this project shall meet ; ; I ° I SECTION R506 I Z O 1 1 1 , ; ; the egress requirements of R310. 1 COMPLY WITH ALL CODES OF 2. All windows shall meet Section R308 Glazing and SIMPSON DTTZ2 NEW YORK STATE & TOtNN CODES R308.4 Hazardous locations. HOLDOWN o o ; ; X 1� ALLOWABLE ' ' ' -�AS REQUIRED AND CONDI;IONS O 3. Windows were required shall meet the Window Fall � LOAD: 1825 LBS � o I I � � 4 ' ' O ° O I 1 c protection requirement R312.2. r ti LL 1 , 4. Bathroom windows shall meet the hazardous VV'J 171 •:..; ! t, ^ P! 1! to 11�n._ , , In r t- 0 glazing requirements as per R308.4 C, ; ; o o I o o I o TYPICAL INT. FOOTING/COL I N - ^ ; ; � ° �, 36"x 36"x 12"THICK i VJ 5. Stairs, landings, railings & guards shall comply I _ ; o I o( CAST-IN-PLACE CONCRETE , _ with R311 & R312 6. Outside lighting shall comply with RE 3803.3 FOOTING W/3-#4 EA WAY 1 ; 7. Stairway illumination shall comply with R303.67 &4" DIA STEEL COLUMN In 1 1 1 1 1 1 � O and R303.8 ; ____+ o o �,." OCCUPANCY OR 8. Fireblocking shall comply with R302.11 thru R302.11.2 D m'� °_ EIn T-0" i 13'9'/" 13'-3" 13'-3" 13'-91/2' i w e c E -- s 9. Draftstopping shall conform to R302.12 thru R302.12.1 " 0 _ C N a °o USE IS UNLAW�-�._ 0_ -r- ° U I- _ 10. Flame spread and smoke-developed Index for walls L �° •------ Pb T •-------- •--------+ 8 m o ° ° m WITHOUT CERTI �v `� t L and ceilings shall compywith R302.9 thru R302.9.4 __---" POST w ° 11. Flame spread and smoke-developed index for `� _ __ --- 3 1-3/4'-x-- LVL -- 1 -ABOVE--- --" -_ABOVE __---"___- -____- "-_--;----®----'-�-�_------_"________--__"" ,--_ ' -",---_ ----,------------ --"__---_ QU $Y m 10 N caY�Y OF OCCUPANCY -- ---()------------ --------- - - - -- --- -- -- -------LO 1--------------------------- 3-1 ---3/4"- 4�-- ------------- t -- -- ' -------3/4 x14' LVL--------- ------ o ° _ °w insulation shall compy with R302.10 thru R302.10.5 --------- ' Beam Pocket t ; PoST osT OST , POS.T ; 1 ; "; w 3 s 3 8 , (typ) Beam Pocket(typ) , 11. Recessed lighting fixtures rated for 1 1 ABOVE ABOVE ABOV ABOVE 1 1 -" _�° U Q° C ����W g 9 steel shims as re d membrane penetration shall meet ASTM El 19 q """""" I -I- steel shim as req'd 0 Z_ L L j m O 3 O and Fire Stopping as per ASTM E814 or UL 1479 L) r °° o -2 D'tAINAGE INSF-cr3ra APEF�rCI'1:FiE� 1 1. I ° 1 1 X Y ° � r�+ C •U C Q Con+.art TO Enr`:�^^-in_l et 765.15`.13 before 12. Exterior Decks shall comply with R507. Ij.1 U Q�:Itflll,OR Provide Engtn^^r's Certl"^^+'�n ° ®` ° I 1 r '�y �, � � POST POST ;Gj ,,th^.d'alna3^has born In"`*"^'1 to Cole. ' ' ABOVE I I ABOVE I POST r a� c n E m ma t0 ° °L Y (D L ° �•O .0 C O 1 1 ABOVE � � � H � u� m � F- mEn..Eon co ' 1 1 1 1 + (n' fn LL 1 1 J fn I 1 1 K ; ; INT.FOOTING/COL ° 4 24"x 24"x 12"THICK J ' W J' o°` ? ' W ,i 7 CAST-IN-PLACE CONCRETE W I > n I ,� ,, I > � FOOTING&4"DIA STEEL m in ti in " m r COLUMN > ' ¢ ' _J ' ¢ = 1 1 r f1l erten®r lighting � 1 J 7 > J J O 1 1 p] 1 1 14 X I 7 00 ¢ M kis:ailed,rplaced or 't '!SS PLACAR0I�tG REQUITED L0 Q (D M 1 1 ' (D rpn sed 6=11 conform co � I < �I P x I � •--- 1 w� 1 1 M ¢ r� to Chapter 172 ; ' ' 8'-0" 8'-0" m 1 1 R BOLTS of the Town Code ; ; v I ( IN)EACH CCS-PORTAL v 1 1 Beam Pocket(typ) =ry -- -• .-- --. FRAME WALL ABOVE 1 ;pa �(a� 1//�\, steel shims as req'd 'r\, (2)1-3/4"x 9,'1/2" VL ; ; I I SECTION-SEE DETAIL 3 ON FIG 2 LI, LU�.IBING WASTE • ------ ----- ----------------------------------- ---- 1 1 �p/eTER LINES NEED 1 3'0" 1 , 1 1 ," 1 1 i , 11 " u u " " ; , ; _+- -+- -+-+ (3)1 3/4"x11 7/8"LVL ; YY!' , 1 11 11 11 11 11 11 ,__ ------" ------------------ ELECTRICAL -Tv`�INGBEFOREco' ERIN „ 1, 1, „ „ „ - - - - - - - - - - - - - - - - - - - - - - - - ------ --------„------- -- IG , , , , , , 1 , It 11 It 11 11 11 1 ' *- % CD TA A ' N UP " " u n " u Cl) ' a 1_ _J 1 'Nb+■ EC[IY� REQUIRED ! 1 ' CY) I 1 1 , 1 , 1 1 11 11 11 11 11 11 , 1 - --- ---------------- --------- --- + 11'-5 J. 1 1 '31/2 1 1 , 1 , , 1 , II 11 11 11 If 11 , 1 •- -N)-- --- --- CIT-- '-_,._ 1. F_ yb_It--IF_M_yl__IF_ --- --------d ' SLAB LEDGE 1 1 1 1 1 1 .---- -- ----------- ----- ---------------------- -------• EXTERIOR PATIO SLAB ;0 VENTING F EQUIPMENT FINISHED VESTIBULE 2x4 FRAME AROUND ' ' 6"4000 PSI CAST-IN-PLACE SLAB LO 17 1 1 1 1 1 1 INSTALL IN COMPLIANCE WITH q 1 1 1 1 STAIRCASE FROM FLOOR 1 1 W/6X6 w1.4/w1.4 WELDED WIRE MESH C° + + � / 1 TO CEILING. TREATED SHOE ; ON GRANULAR COMPACTED FILL. ; ; CHAPTER 24 FUEL GAS, ; N W + 1 PLATE AND GYP.WALL BID 1 1 PITCH SLAB AWAY TO DRAIN 00 I L Furnace , H' INSIDE FACE OF WALL MIN. ; C4 0 ATTACH RAILINGS. HANDRAILS F7 1 1 PLUMBER CERTIFICATION °' _ ; ; 34"-38"ABOVE NOSING. ; ' ; ; >_ � ON LEAD CONTENT EEFORE ; ; ; ; �8"TRENCH FOOTING = ; ; ; ; ¢ W ��. ' ' ' ' EXTEND TO VIRGIN ' `------- _ W UNDER STAIR PROTECTION: o _______________ , CERTIFICATE OF OCCUPAN., , I 1 R302.7 1.2''GYP BD SHALL - J 1 1 ; ; SOIL DEPTHBE N SOLDER USED IN KA TER 1 STAIRSIEDTOUNDER , , ' ------------------------------------ ' � STAIR SURFACES. � ; + - • IW W fU SUPPLY SYSTEM CANNOT ' MAINTAIN REQUIRED SEPARATION EXCEED 2/10 OF I% LEAD. 1 1 , DISTANCE FROM ALL HEAT ' ' ' ' PRODUCING EQUIPMENT TO COMBUSTIBLE MATERIAL AS PER m N MANUFACTURER'S SPECIFICATIONS 20'-4'/" AND LATEST MECHANICAL CODE. ' 8 Mechanical Systems 1 1 1 1 1 1 1 1 1 1 1 1 $ P ; ; UNEXCAVATED ; ; of SHATHELL BEHDESICAL-HVAC GNED AND INSTALLED TYPICAL GARAGE SLAB ; s y IN ACCORDANCE WITH PART-V a, a, hi a, - 1 1 4" CAST-IN-PLACE SLAB I 1 a, 3 MECHANICAL OF THE IRC 2015 E W/6X6 W4.0 X W4.0 WWM ; E c o N M•2 1 1 PITCH SLAB-1/4"FT TO 1 1 o N U_ o ° a ; ; GARAGE DOORS n o 010 rA O`0 1 , 1 1 [nom p`o 1 1 1 1 drop top of concrete as required for garage U a' NOTE:PROTECT UNDERSIDE OF ; ; doors ENGINERED "I"JOIST WITH THE ' ' + I l� W �' FOLLOWING PER IRC CODE 302.13 ; [ O FIRE PROTECTION OF FLOORS: ; --"----______"__"""""""-_"-- --_"_"--""_- "--_-___• ; 112"GYPSUM BOARD ON ENTIRE ------------------------------------------------------ ---- M �J CEILING ABOVE BASEMENT ATTACHED TO THE UNDERSIDE OF THE JOISTS. (2)ANCHOR BOLTS (2)ANCHOR BOLTS �11� IN EACH CS-PORTAL ,�� O IN EACH CS-PORTAL FRAME WALL ABOVE r1^/ R302.13; FIRE PROTECTION OF FLOORS: TYPICAL FOUNDATION - ( 9'-0" WALLS ) FRAME WALL 2'-8'/:' 16'-3" 2'_8"� SECTION-SEE ct EXCEPTION:#3. IN ACCORDANCE WITH IRC CHAPTER 4 SECTION SEE DETAIL 3 ON PG 2 O, � Ic P4 DETAIL 3 ON PG 2 8" CAST-IN-PLACE WALL WITH 1. THE AGGREGATE AREA OF THE 21'-8 z' 18'-111/2" UNPROTECTED PORTIONS DOES NOT HORIZONTAL REBAR: One#4 bar within EXCEED 80 SQ FT PER STORY 12 inches of the top VERTICAL REBAR: PER IRC TABLE R404.1.2(8) 55'-5" 01 2. FIREBLOCKING IN ACCORDANCE WITH ** #5 @ 41 inches on center. ,1 ��•, SECTION R302.11.1 IS INSTALLED ALONG ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, 1 „ THE PERIMETER OF THE UNPROTECTED 9'-0" FND WALL HEIGHT TYPICAL ANCHOR BOLT - IRC R403.1.6 dd 9 PORTION TO SEPARATE THE UNPROTECTED 2-2 x 6 ACQ SILL PLATES COPPER TERMITE PORTIO FROM THE EREMAINDER SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND FOUNDATION PLAN MAXIMUM SPACING: 1/2" @ 72" O.C. �+ OF TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP EMBEDMENT OF 7 WITH NUT & WASHER. v FOOTINGS 1V TO 2H. SCALE: 1/4" = 1�-O'1 2 BOLTS PER PLATE AND HOLD AT LEAST �' , oss0sa OQ` ONE BOLT- 12" MAX AND 3-1/2" MIN OFF TF OF ACCORDANCE WITH R302.11 ENDS OF PLATES. r PROVIDE FIRE BLOCKING IN OF THE IRC RESIDENTAIL CODE. ®a 14'-1'/2' 10 0" 29'-3/2" 2'-10" 2'-8" 6-0" e 2'-8" 15'-1'/�" 3'-0" R302,11 Fireblocking required. Fireblocking shall be provided to cut off all concealed Pre-Fab/ Factory Built Fireplaces draft openings (both vertical and horizontal) and to form an effective fire barrier accordance with IRC code chapter between stories, and between a top story and the roof space. Fireblocking shall In Inftbuilt fire J I be provided in wood-frame construction in the following locations. factory-built place inserts shall I B be UL listed and labeled and shall be I l 36"RAISED PANEL GUARD 1. In concealed spaces of stud walls and partitions, including furred spaces and installed in accordance with the 9 I 1 WITH SCREEN PANEL parallel rows of studs or staggered studs; as follows: conditions of the listing. Factory-Built ------ I INSERTS ABOVE 1.1. Vertically at the ceiling and floor levels. fireplaces shall be tested in accordancewith UL 127. Hearths shall be installed in 1.2. Horizontally at intervals not exceeding 10 feet. accordance with the listing of the Fireplace & in accordance with IRC code 1 0 2.At all interconnections between concealed vertical and horizontal for Hearths & Hearth extension. DIECo - spaces such as occur at soffits, drop ceilings and cove ceilings. All Fireplace shall be equipped with an ' 3. In concealed spaces between stair stringers at the top and bottom of the run. exterior air supply. Exterior air ducts — — — — — — — — Enclosed spaces under stairs shall comply with Section R302.7 shall be UL listed. Factory Built Chimneys -- DUUR I shall be in accordance with IRC code chapter I I 4.At openings around vents, pipes, ducts, cables and wires at ceiling and 10 Section R1005 Factory Built Chimneys. t, o 0 floor level, with an approved material to resist the free passage of flame -v I N TW3052-2 9' 1" and products of combustion. _ _ _ _ _ _ 1I TW3052-2 Z `rI FWH31611AL Transom WH316 AR-Transo / — — — — — — — — -r < 5. For the Fireblocking of chimneys and fireplaces see Section R1003.19 =---- /�/ Plumbing Note: o o - {_[_ 6. Fireblocking of cornices of a two-family dwelling is required at the line of ALL PLUMBING SYSTEMS SHALL BE BRKFST I I 1 •, INSTALLED IN ACCORDANCE WITH N N ROOM dwelling unit separation. PART VII OF THE IRC&NYS UNIFORM CODE SUPPLEMENT I @ . FLAT CLG I ,N ' I �// 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral 10'-0" wood or glass fiber installed securely in place or 1/2" gypsum board. 13'-10" 11'-10" 01 Electrical Note: �l`- I 8'-1'W 8'-1,/. I v) Z o ALL ELECTRICAL EQUIPMENT SIMPSON DTTZ2 \ N l O AND WIRING SHALL BE INSTALLED HOLDOWN 1 '�� Bedroom 43 O IN ACCORDANCE WITH PART VIII OF ALLOWABLE I , THE IRC. A MINIMUM OF 75%PF LOAD: 1825 LBS I \ HALF WALL UL LISTED / FLAT CLG WOOD BURNING @ PERMANENTLY INSTALLED FIXTURES 1 ` 42"HIGH PRE-FAB FIREPLACE MUST HAVE HIGH-EFFICACY LAMPS. Bedroom#1 \ SHELF 1 GLASS DOORS L Q GUARD RAIL NOTE: STAIR HANDRAIL NOTE: HEARTH EXTENSION I Mechanicals stems I FLAT CLG Porches, balconies or raised floor y 10'-0" I I AS PER RESIDENTAIL / O O Provide Handrail on at least one side THE MECHANICAL SYSTEMS SHALL I °� io CODE-CHAPTER 10 I surfaces located more than 30 inches of each continuous run of treads or flight BE INSTALLED IN ACCORDANCE WITH o I VENT TO EXTERIOR ^ T above the floor or grade below shall with FOUR OR MORE RISERS. PART V&VI OF THE IRC. I , I / I W 1 V J have a railing not less than 36 inches Handrail Height measured above ALL MECHANICAL SIZING PER ACCA ° I o" in height. Railings shall have Top rails and g MANUAL"S"BASED ON LOADS I Balusters and Bottom rails that are stair tread nosing, shall not be less than CALCULATED PER ACCA MANUAL"J" KITCHEN I `O N I / LIVING En 34 inches and not more than 38 inches. DUCT COMPLIANCE WITH MANUAL"D" I FLAT CLG ROOM I _ NO MORE THAN 4 INCHES APART. ' FLAT CLG E All Handrails shall be continuous the full @ 10'o" o = P EXCEPT. the traingular openings formed length of the stair from a point directly R303.4 MECHANICAL VENTILATION. I \__i__; I �/ @ 10'-o" -I ° ` o'o ` DWELLING UNIT SHALL BE PROVIDED I by the riser, tread and bottom rail of the I N I O1 L �' � o a`s above the top riser of a flight to a point WITH WHOLE HOUSE MECHANICAL 2' 5'-8" 2' 0 2'4" 2'4" ..� E s v,v o Guar railat the open side of a stairway o 16'7" a2m �'t o0 L directly above the lowest riser of the flight. VENTILATION IN ACCORDANCE WITH N CLOS - o o are premitted to be of such a size that a Handrails adjacent to a wall shall have a SECTION M1507.3 I o ® I o a o „ 6 inch sphere cannot pass through. OS 4'-11" N 5' o" __ m �Z 'E o � - a - space of not be less than and inches = 2 2 °, m0 23 Z5 8 a - 0- 6 between the wall and the handrail. — — — — � I �, Open sides of stairs with a total rise of 2'/6 see IRC code for exceptions. Refer to a)y 2 = o � � o = 3 more than 30 inches above the floor or O grade below shall have guards not less IRC Code for grip size specifications. _ - — _ _ - _ - _ _ _ - _ - N o o 8 w = iZ s w C OSET `S TYPT 3'-4" 10'2Y:" v I w N 3 L 0 0 than 34 inches in height measured I S I 2 . s ! L o.� o vertically from the nosing of the treads. z y y � 8'6/�' 5'-0" 2'-8" 4'-8/' 2'-7" O m c vi 16'-3Y" I yl� La� c � G'/z" 31/„ / I c off m o t .� `r z ;0 CO CO cfl I m o 2 ``c � c m i� c ii N - - - - 9CIgHt - `" _ _ _ _ _ _ 1613/ _ _ _ — _ — _ I ® ® P - n C) en ' n _ _ _ - _ - _ _ _ - _ _ _ - co C0 3'�2 - — — — — — — — — — — — —- 2'6" o o 't 1 f T O ® I 2._ � o f I I I I 1 7'-0" / ® N BE RING I 1 I W LL 3'-4" - 10'-2'/z" C 1 of I --------- I --------- 4'-6/z" 3'-6" fan MASTER 5Y" 3'/z' CD BATH / ih I cv Co ® FLAT CLG ( I o CLOS 5'-0" I o DINING RM FOYER I`�' °' @10'0" I N fan I r� � ' r` I f LL I 1 0-U_ 2'-4" 2'-4" �n \, ,,ACCORDANCE NT CLOTHES DRYER �O 1 I O O ' WITH a BEARING A r- JCPTER 15-CLOTHES I I WALL 3'-2" CHK S EXHAUST. 11'-5" 2 1 ' % �I 0 I 3 Z I I I � _ 4'-0" I D WN TW2652-3 IN DORMERZD 1 (3)1-3/4"x 5-1/2"LVL HDR I \� _ CNI o z'- COVERED - - I W ------- LO OCH Bedroom #2 N N O FLAT CLG \ I `- Z @ 10'-0" I �' o Q(A INSULATED SOLID CORE 11'-10" I Q W STEEL DOOR, SOLID WOOD I ' DOOR(MIN. 1-318"THICK)OR 0 J 20-MINUTE FIRE RATED DOOR. — — — _ _ _ _ _ EACH WEATHER STRIPPED --------- --------r W W U W/SELF CLOSING DEVICE. 1 -------- ------ I -_ I IL fY U) GARAGE I DWELLING GARAGE I 12'-4" — — — — — — I — — — — — — J SEPARATION IN I TW3052-2 • ------------• ACCORDANCE WITH `N SHED DORMER ABOVE R312.2 WINDOW FALL PROTECTION NOTE: - ARCH TOP IRC TABLE R302.6 I � � ' _ 3 I SEE DWG-1 FOR TABLE iv TOP OF THE WINDOW SILL SHALL I ; a a- --- _ - INSULATE WALLS I N �} BEA MINIMUM OF 24"ABOVE THE FINISHED •-=-----------• ' COMMON WITH LIVING FLOOR AND GREATER THAN 72"ABOVE THE I AREA I FINISHED GRADE OR OTHER SURFACES -------------------' -------""------- 8 BELOW ON THE EXTERIOR SIDE OF THE I I 8 BUILDING. SHALL COMPLYAS FOLLOWS: I I R312.2.2 WINDOW OPENING CONTROL DEVICES: I I I WINDOW OPENING CONTROL DEVICE SHALL I I F-� p, COMPLY WITH ASTM F 2000. THE OPENING DEVICE AFTER OPERATION TO RELEASE THE o DEVICE SHALL ALLOW THE WINDOW TO I I v FULLY OPEN TO MEET THE CLEAR OPENING 20' AS REQUIRE TO MEET EGRESS R310.2.1 i 5'/=' 5,/2"I 'y/ M03 WINDOWS, EXTERIOR FRENCH & SLIDING DRS - 16'x8'GARAGE ; DOOR ___ U '° bo O° -� Plans indicates ANDERSEN series 400 Tilit Wash L _ ._ _ _ _ _ _ _ — _ 1 _ _ _ _ _ _ _ _ _ _ J ® �,,� x Model Numbers and shall be In accordance with IRC R609 �/ �I o r.•, cl� To be designed & installed as per manufacturers specification for 140 ultimate design wind speed 21'-81/2" 18'-111/2" 12'-9" 2'-0" and IRC Table 301.2(2), 301.2(3) 55'_5" A4�� Provide HP LOW-E4 glass; U = .30, SHGC = .30 EGRESS: shall meet R 310 rlctWINDOW FALL PROTECTION: shall meet R312.2 AREA SCHEDULE 10'-0" PLATE HEIGHT Smoke Detector . � `� �� Substitutions made upon meeting Code. IST FLOOR PLAN O Carbon Monoxide Detector a i p g O . See page one, general notes for additional NAME AREA SCALE: 1!4" = 1'-0" Refer to DWG-1 General Notes co code requirements. 1st Floor Area 2064 eq ft. In accordance REFER TO DWG-6 FOR ROOF FRAMING 2015IFC asa et ded bythe h Section lNYS 5 of the � 019010 Garage Area 444 sq ft. AND WALL BRACING PLAN uniform code supplement .�pF��44 __._ - v 55'-5" 14'-1'/z' 10'-0" 31'-3'/z" IJ COIITIIJU.:IISLYSHEL.THEE) BR�.C:ED LL UNE TI' �Lr«c1T c^ ..yiLlf',E r - - - - - - - - - - - - - - - - - - I 2x8 Rafte salb 16"oc , 2x10 Ceiling'Joist @ 16"oc 31-711 2x4 Collar tii (cp 16" oc 4'-0" 13'-8'/2" ; 19'-7" 14'-1'/z" 4'-0" HOLD LLI F'%E_ �c-,�c^ `;?ALF='.FLAT DE'''ICE ERCE Dti; LLP=.IIEL AT �_E_� > ALL Ln»e EI1D OF ER=CED :Y�.LL LI ' 4'-1%" 2'-0" � ' '-0° J ; END CONDITION 1 END CONDITION 2 0° I of m 3'-6'/2' m� _ ' POST ` LVL r - - - - - 61-011 1/01 I '-0 9 16° 3 r2'/" _ _ I 2 2x8 , V., ,2x8 CEILING JOISTS a) 16"o.c. 0 , CS WSP ' ' z , , I CV , K i O =_TV=•.; / �• � - - ; � N � BRKFST ROOM N o - - - - - - , 10'0"Clg Ht x o o ' )_ _ , _ BWL 1-1 I CS WSP T CS WSP , "' ' O CS WSP - - - - - - -CSM/SP , Q .-E1;CC.FB:Z-C a' __LriE n ='1F_.EL - - ----- ------------------- ` _------- ' ------------------ ----- -- - ------ -------- - - --- ------- ----. END CONDITION^u •SELF=^..1==r.'c`,T5 - - -r - - o o l _�_ _ (/� 3 END CONDITION 4 ; (2)1 314"x 9 1/4"LVL (3)1-314"x 9-1/2"LVL FLUSH 3 2x8 3 2x8 W V J I , (2)1-3/4"x 9-114 LVL , I o C'.. REQUIREMENTS I � � ; � I � U) z SIMPSON DTTZ2 Return panel: 24" for braced v,a" hies sheathed 4"t°l I N HOEDOWN v,,00d Structura' panels N , ALLOWABLE 2x8 Rafters 0.. 16"oc ,� 32" for b`aced b1/a" IinE?S S?leached L';'tth ; LOAD: 1825 LBS i FRAME OVER L.J_ SIMPSON DTTZ2 \ , ti LIVING structure! N-,-erbcard HOLDOWN _ I �, GABLE I ROOM ; I ALLOWABLE ' � a ' � 10'-0"Clg Ht Distance D: 24" fcr bfaced wa'l Ines s!leat'led '�,'it'i LOAD: 1825 LBS I vxod structural panels I 0 Bedroom#1 U O U w +32" fG' b"aced wa'I fines sheathed vJth 2x8 Rafters 16Oc structural' f berboa,d I ; o o 10'-0"Clg Ht °�`'o I FRAME OVER / i ° "o ° I _N E•,ic_V in - , ��� , GABLE oo Bedroom#3 -1 , END CONDITION SF,.tiE_ r r I 00 N m o w m �`r 10'-0"CI Ht y Hold-down 800 lbs capacity fastened to the edge of the � �(/���1\ ao � � o � � �- � g 00 N o device: braced titi�a.: panel cicsest to the ccrner and o o � ti� 9 � Cn � .� o_ o � N_ «. o S r N , N 7 ' V ` O_ �j ,. , aD ` , I a7 _ E ` to Vie foundation o. floc fran-t;ng be.c4�r I , '_ ' o x o ti''gym` ' co , rn L) E o = , KITCHEN _ ` ----- (!) I N o C = , I Cl) y �' t °' m `o a L c co , .- o , L) Q w•- E For$I: 1 inch=25.4 mm 1 foot=305 mm 1114=4.45N I _ 10'-D"Clg Ht ' �V .k , r ' ' to ' O L) 't ' I "- 5 '�`'�m oL) cy c O- C O U FIGURE R602.'i0.7 ( cv o x ; `i_-, l-- I �/ rn cv aXo cx ; ~ .:v u°'i oQi ° o s `o X , O , O ; i .� aoa 000 � oo END CONDITIONS FOR BRACED WALL LINES N `� `� N N ` WITH CONTINUOUS SHEATHING I \ I / O ° a. a ' N ' 0 r- C7 ' I acin2co Cc CaYBo BEARING ; W , w/ , I o o � aoi� o L(11 � WALL , U ` O BEARING w , C (D c m 2 In;E ' , xC1.1 ` I CLG JST U ' COO I 8:G 2-2xa X tO N AOVE _a. m •o WALK-IN FLUC14 3'-4f i CLOSET ; , 7 °x° I BWL 1-2 o o 2 c m m =--z -� - - -_ - -_,-_ - ---- --------- - --------------------r-------- ------------ ---- L�.� c `ia E m o w co') I ' 10'-0"Clg Ht (2)1-3/4"x 9-1/2"LVL FLUSH ' i (2)1 3/4"x11-7/8"LVL DROP ' -��- __- _ � i N I �N �.S� ¢m c ami -m o 16-3.7 10-2/ La �� � L� 02B 6 I- uwma F asEEL c. X - - - - - - 1 -1314"x12"LVL RIDGE BM- - - - ' -+- - e+- - - - - - - - IRC BRACED WALL PANEL ; l' ; g' Glg I-�t I R DS E ; 2-2X10 PER PLAN BRACED WALL LINE 1-1 1-2 1 3 1-4 1-A 1-B 1-C 1-D -FLUSH - - �_i-3/4"x11-7/8"LVL DROP _ I 8' -6 15/32" - - - - I I TABLE R602.10.4 page 185 BRACING METHOD CS WSP CS WSP CS-WSPlGB CS WSP CS-WSP GB GB CS WSP _ m C) `r I 40 40 18.08 40 12.33 13,66 13.66 19.58 14.08 I U o / a BEARING RAFTER ; L) , ; TABLE R602.10.5 ase 187 MINIMUM PANEL LENGTH Inches 27" 27" 27"/48" 32" 27" 48" 48" 27" � ' MASTER � � WALL ABOVE o ; � I m ; O 9 (inches) i BATH ryo/ cW7 ' -n` c0 , , C� I i 10'-0"Clg Ht "a. °'/ �`' Co u) , N TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 9 5 9 3 3.4 10 10 4 I �,A/- N o� C � U ; ;n m J � I N0) / x ' q m F_ Lu m W TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c I C ; BEA / iv w < DINING RM U. o ca v ' i a I "N 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 I o ; / \ ; o O p 1,)_J 0 00 , o Q_o I , X 2x10 Rafters 16 oc I 2:10 Rafters 16"oc' cx X X o N I N , N N m L? ; ; - 2. ROOF EAVE TO RIDGE HEIGHT 1.1 1.1 1.1 1.1 1,1 1.1 1.1 1.1 o , i BEARING ; ; a r J 3. WALL HEIGHT 1 1 1 1.1 1 1 1 1 N /� 2x$CeilingJois 16 X ' c i WALL KNEE WALL ; r- WALL ; o BEARING DORMER FOYER BEARING I 2x4 Collar tie 48 o WALLABOVE , I , WALL ABOVE v 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 , SUPPORT RR ; K E WALL ' WA L ABOVE , 1� Bedroom#2 5. ADDITIONAL HOLDOWNS I , ; 1 (3)1-3/4"X 9-1/2"LVL ^n°/ d�\oma 10'-0"CIg Ht 6. GYPSUM BOARD OMITTED / ry�\� I , I Cp I� -- -- - - ' Lii ' CS-WSP n / 2x10 Ra ers (a7. 16 oc�\ I � Z 7. GYPSUM BOARD FASTENING I � ; ` � �� � ' (V O a , , , RESULT REQUIRED BRACED WALL LENGTH(FT) 14.3 7.68.4 14.3 5 6 16 16 6 o I � 0 00 T-4 17/32" `' }' 'n 17'-0"GB METHOD I ; v) / 2x8 CeilinglJoist(a 16"oc p Q GB METHOD I c) , �- �� , TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5xACTUAL (FT) -_ _--_ -------------- -_lU __-_---- TABLE R602.10.4 - --_----_--+___---- -_--___, ; ,2x4C011artJe aCD148" OCA I BWL 1-3 = LU � INCLUDING I -�- - - -- -- --• •--------------------------------- ---------------I- PER PLAN BRACING LENGTH PROVIDED (FT) 21.16 21 26.66 5.66 16 42 34 16 I ; ; \ -F > Q BWL 1-3 ; BOTTOM PLATES,7"IN FIELD ; _ ________ _-- _______(_2_)1_-_3/_4"x_11-7/8"LVL (D, , a LU W U COMPLIANCE YES/NO Y Y Y Y Y Y Y Y IALL'1E)RI , -"-"-'""-"---""""' ---_"--- a ' I _ LL -------- -------------------- ' , BLOCKED AND FRAMING CONNECTIONS I _ _ - - - - - - - - - - - - ; f� X, a.Linear interpolation shall be permitted , AS PER DETAIL 2 ON DWG 2 ; -f V� `" 2-2x8 \ b.The total adjustment factor is the product of all applicable adjustment factors. I ; I ; I v c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines 2x12 CEILING JOISTS (a 16 O.C. ' provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. ; ; i - - - - I - - - y;WSP I � w/solid bridging 8- "oc TYP CS WSP C 0 � I L ABBREVIATIONS; BWL=BRACED WALL LINE, I ; 2x4 Collar tie I @ 48"oc I BW=BRACED WALL, _ - - - -r - -;__-=_-r_--� - - - - - - - - - - - - ' ' TM' , _ CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL BRACING METHOD 2-CLG JSTS _ CS PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION C5 WSP CONTINUOUS SHEATHING ih ; _ 3`` `_:+ I ; ; 3'-2'/2" 3�2'/" �y WOOD STRUCTURAL PANEL , DETAIL #1 ON DWG-2 2-CLG JSTS , I 121-411 1 I SHED DORMER ABOVE CS-P F CONTINUOUS SHEATHING --- I , f� rN PORTAL FRAME -------------------- ------ DETAIL 43,DWG-2 W 4� 0-1•+ I , 2a10 Rafters a16"oc it I 2x10 Raftersm16"ocGB GYPSUM BOARD Cz BRACED WALL cli NOTES: --- ----- BWL 1-4---------E-- ------'--- ------------------N ------------------1 ' ' ' H Q a) ~ REFER TO DETAILS ON DWG-2 ' FOR HOLDOWNS,STRAPPING,BRACED I ; ; ; ; I $ WALL DIAGRAMS AND DWG-1 0 I ' 72 011 FOR NAILING SCHEDULE. ALL BRACED I 20'-9'/2" ; ; uaj I o 8 ; ; WALL PANELS SHALL BE FULL-HEIGHT v SECTIONS OF WALL WITH NO VERTICAL I ; ; 3-2x12 ; ; U I , ; OC11 ct M OR HORIZONTAL OFFSETS. , J CS-WSP ' ( CS-WSP 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH L - •- ', - -- - - - - 1- - - - - - - - - J ; ; Cpl D Afj'Cf . �_.. 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET. 2'_10'/" 2'-10'/a" 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH 4'-0" 13'-8'/2" 4'-0" 15'-7" 14'-1'/2" i 4'-0" ` �' •. END OF A BRACED WALL LINE , 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL ; ; ; 019010 �Q PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE R602.10.2.2 OF NE ROOF FRAMING AND WALL BRACING PLAN _ _ SCALE: 1/4" = 1'-0" 8 i U CONT. RIDGE VENT __—_—_—_ TOP_ F ROOF N CONT. RIDGE VENT -WOOD _ �C -FRAME z 12 __HIM Z 712 7 ASPHALT SHINGLES ® I - --- W V) cozo GUTTERS & LEADERS 00 AS REQUIRED GUTTERS & LEADERS L.J.= �...._. TYPICAL AS REQUIRED O o of Plate_. — To Plate_T_L __ ote TYPICAL_ 4 _• —_ Top of Plate �'�/ - -- -- -- -- W 0O M -- SIDING AS PER cel II OWNER'S �- o co — 5EK.11� 1 SE1 ECTION a N a y 0) o °'` `o n° m Inv ow _ f0 T -E 0 f[por Top of Subfloor -• T --- _ To o " wofA Oab �_ _Tp of Found-tion - o � Lov oG � _TopofFoundatTop of Foudatio FINISHED GRADE a3 °f yg=2 2co m-0n� ,"0` •SC�o3 Oc0E O3 I 1 1 I II11 1 I III III 1 I I 1 III III I I • b C•U 0 OLyO U 0 I I I I IIII I l 4L 111 I I I I IIL _ JII I I cNrna_ _ �w; `L c I�s = _�I I�- _ _,II _ ' 1 I I 1 1 FINISHED GR IDE 1 c c o c� I I I I ul I I In ul l I I I w m I I o I I I I - - - - - I o cJa C I-1 1—1 EMERGENCY ES APE c c a I [ J I a� " o -r� N � m ui.� 2 LEFT ELEVATION l AND RESCUE q �, ' s= E ; o 1 O O' UL„ f`•�- I L - - J I I I I ' ' I r I 1AgNDOW WITH-WtLL z c SCALE: 3/16 1 -0 „ a L 1P�ItdD(3Vlf-WELL L _ _ _ _ J I n Q rn c m c m o I I I I WINDOW WELL I I I I I I I _ - - - - J I � 0°J Wi m : I=- : (L) E o a TYPICAL _:Topof Footing__ —__ - _ _ - - - - - - - - - - - - - - - - i I - _ - - TYPICAL - - I I I I I I - - - - - - - - - - - - - - - - -I- L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ Top otin I I 1 — - - - - - - - - I - - - - - - - - - - - - - 1 -• --- - - - - - - - - - - - �� I _ To�. ofFooting 1r I r 1E — — — — — — — — — — — — — '� I 1 I I I I I I I REAR ELEVATION Chimneys shall extend at least 2 feet higher [ _ II _ _ _ _ _ _ _ _ _ _ _ - L _ _ _ (� _ _ - � _ � _ _ _ _ ., SCALE: 3/16" - 1'-0" than any portion of a building within 10 feet, DROP BOTTOM OF FOOTING but shall not be less than 3 feet above the 36 INCHES BELWO FINAL GRADE highest point where the chimney passes AT WALK OUT BASEMENT LEVEL through the roof(Chapter 10 -Table R1001.1) CONT. RIDGE VENT CONT. RIDGE VENT CONT. RIDGE VENT ASPHALT SHINGLES ASPHALT SHINGLES 12 12 12 12 12 12 7 121 12 ®�® 12 12 7� O N ❑ O LLJ N N 0 Z Top of Plate—_—__ - — - Top of Plat _ aLij 0 LLj cn � 51UaII. SCREENING Y L - W w .ii '''Ir' o q -Ao SIDING AS PER 1LLij OWNERS 417 ELECTION O g of Subfloor_ Top of Subflo r- oeof Foundation __ - _ _ - -� - - - = -- Top of Foundq Iron Ll T_ LL. .. .. 1 1 I I I I I I I FINISHED GRADE ' � I I I I I II I I I W � 1 I o ru^ 1 1 zM RIGHT ELEVATION I I I FRONT ELEVATION SCALE: 3/16" = 1'-0" I FINISHED GRADE I I I SCALE: 3/16" = V-0" I I I I ( I I I I I I I I U Z o�of Footinco-—-- [' - - - - - - - - - - - - - ct - - - - - - - - - - -I L - - - - - - - - - - - - - - ISM I I [I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '-' - - - - - J_ - - - - - - - - - - - - ' - Top of Fo_otin _ E"I a:: I I' I — — — — — — — - - - - - - - - - — - - - - - - - I— - - - - - - — — — — — - I — � M'-I-�+ > rn L — — — — — — — — — — — — — — — — — — — — IIll �J b1J _ _ °O .fl Cz PiE®A ... l 01swo ydQ. -- .., R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED ENGINEERED FLOOR JOIST BITUMEN SHEET USED IN PLACE OF WITH A MINIMUM FLANGE NORMAL UNDERLAYMENT AND BOARD LAVED ON THICK GYPSUM OF 1-1/8"X 2"WIDE. EXTEND FROM THE LOWEST EDGES OF BOCONTINUOUS RIDGE VENT ALL ROOF SURFACES TO A POINT NOT TOP FLANGE WITHOUT ADDITIONAL FIBERGLASS BATT INSULATION RIDGE BOARD LESS THAN 24 INCHES INSIDE THE ANY FASTENERS. IF REQUIRED TO COMPLY WITH ENERGY EXTERIOR WALL LINE OF THE BUILDING. CODE.REFER TO RES-CHECK OR HERS ON ROOFS WITH SLOPE EQUAL OR GREATER NOTE: REPORT FOR INSULATION REQUIREMENTS, R802.3.2 COLLAR TIES THAN 8/12,THE ICE BARRIER SHALLALSO BE INSULATION OMITTED SHALL BE NAILED with 4-10d 12 APPLIED NOT LESS THAN 36"MEASURED ALONC FOR CLARITY.REFER TO2"BATT NL BOX NAILS IN ACCORDANCE THE ROOF SLOPE FROM THE EAVE EDGE OF TH LAVED ON TOOPP FLANGE ENERGY COMPLIANCE I WITH FA \ Q 3 BUILDING DOCUMENTS LANGE WITH WOOL INSULATION FASTENING SCHEDULE � INSULATION STAY WIRES 24"APART MANUFACTURER:"ROXUL" IRC R806.3 2x4 CT @ 48"oc � � � MIN. I"AIR GAP 12 BETWN INSULATION FIRE PROTECTIVE OPTIONS AND SHEATHING FOR t-JOISTS FLOOR SYTEMS 7 rN COMPLIANCE WITH:R302.13;FIRE PROTECTION OF FLOORS: EXCEPTION:#3. 2x6 @ 16"oc \ RAFTER/CEILING JOIST HEEL JOINT CONNECTION SHALL BE NAILED TOGETHER IN ACCORDANCE 2x4 @ 16"oc WITH TABLE R802.5.1(9) BEARING WALL 12 (SEE DWG-1 FOR TABLE) WITH SIMPSON H2AAT EACH R-30C BATT 7 RAFTER TO STUD. INSULATION 1/2"PLYWOOD m R-21 BATT Top of Pla e INSULATION ! DROP LV Z PROVIDE FIRE BLOCKING IN Lu ACCORDANCE WITH R302.11 VINYL SOFFIT ON WRAP HE, W o o OF THE IRC RESIDENTAIL CODE. FURRING STRIPS AZEK BOP FAMILY � o 0 = ROOM ` Z FOYER 0 U ENGINEERED FLOOR Top of—Su420—r JOISTS Top of Fo4 idation ;� ' �• ASPHALT SHINGLES LVL GIRDER_ 6 :d '9 e: R-11 BATT —'—"� •° '° o R302.13 FIRE PROTECTION OF FLOORS: INSULATION CD PROVIDE 1/2"GYPSUM BOARD ON ENTIRE UNFINISHED DRAPED ON CEILINGABOVE BASEMENT ATTACHED BASEMENT WALLS 6. TO THE UNDERSIDE OF THE JOISTS, p� is CONT.RIDGE VENT e; . d, . Topof Fo ng TYP B ASEMENT SLAB Illi :a � . ASPHALT SHINGLES SECTION — A TYPICAL ROOF CONSTRUCTION SCALE: 1/4" - V-0" y Class AAsphalt Roof Shingles w/ fasteners per manufacturer's specification PROVIDE FIRE BLOCKING IN R302.13 Fire protection of floors. and IRC 2015. ACCORDANCE WITH R302.11 Floor assemblies that are not required elsewhere in this code to Ice & Water barrier as per IRC section R905.1.2 OF THE IRC RESIDENTAIL CODE. be fire-resistance rated,shall be provided with a '/z-inch gypsum wallboard membrane, (Note: Double underlayment is required %-inch wood structural panel membrane, for Roof slopes between 2 on 12 and 4 on 12) or equivalent on the underside of the floor framing member. Framing As per plans with 1/2" exterior grade Penetrations or openings for ducts,vents,electrical outlets, span rated structural plywood Sheathing lighting,devices,luminaires,wires,speakers,drainage, Piping and similar openings or penetrations shall be permitted. z Nail to framing in accordance Fastener >Schedules & Strapping per detail sheet(s). Exceptions: Ldo 1. Floor assemblies located directly over a space protected by an Flashing per IRC R905.2.8 automatic sprinkler system in accordance with Section P2904, of NFPA 13D,or other approved equivalent sprinkler system. TYPICAL SOFFIT CONSTRUCTION. 0 ~ 2. Floor assemblies located directly over a crawl space not intended Z 12" overhangs-typical for storage or fuel-fired appliances. W 6" Wood fascia & 6" Wood rake boards. 3. Portions of floor assemblies e Trim in aluminum or use "azek" Or equal TYPICAL FLOOR CONSTRUCTION shall be permitted to be unprotected where complying with the fallowing zMetal drip edge per IRC R905.2.8.5 3/4" Plywood Span Rated Subfloor, 3.1.The aggregate area of the unprotected portions does not exceed 80 square feet per story ougly Vented Vinyl Soffits Glued and Nailed in 3.2. Fireblocking in accordance with Section R302.11.1 is installed along accordance with the fastener schedule. the perimeter of the unprotected portion to separate the unprotectei TYPICAL EXTERIOR WALL Floor joists and Bridging as per Code. portion from the remainder of the floor assembly. 2x6 Doug-Fir Wood Studs @ 16" oc. 4.Wood floor assemblies using dimension lumber or structural composi- INSULATION SCHEDULE lumber equal to or greater than 2-inch by 10-inch nominal dimension, Double top Plate and Single Sole Plate. or other approved floor assemblies demonstrating equivalent fire perforr 1/2" exterior Grade - Span Rated shall comply with Res-Check Continuous Structural plywood Sheathing. insulation requirements of 2015 IRC & Fastened per Fastener schedule. the 2017 NYS IECC Supplement tyvec House Wrap or equal. Vinyl or Wood Siding as per clients selection Location R-value Thickness installed per manuf specs and IRC code. Flat Clg * R-38c 10-1/4" Cont. load path strapping installed in accordance Vaulted Clg R-30c 8-1/4" with drawings. Provide Fire Blocking in accordance Floor(unheated space) R-30c 8-1/4" - ROOF PLAN SOLAR ENERGY SYSTEMS R324 ( ) with IRC R302.11 & R302.11.1 and Floor outside air ( ) R-30c 8-1/4 SCALE: 1/4" = 1'-0" SOLAR ENERGY SYSTEMS SHALL COMPLY Draftstopping per R302.12 & R302.12.1 Exterior 2x6 walls R-21 5-1/2" WITH IRC SECTION 324, APPENDIX U 2x4 walls R-15 3-1/2" & NYS SUPPLEMENT. SYSTEMS SHALL BE TYPICAL FOUNDATION CONSTRUCTION air seal walls to pass 3 air changes per hour LISTED AND LABELED WITH UL 1741. in accordance with chapter 4 Above grade attic walls R-15 3-1/2" PANELS SHALL BE LISTED AND LABELED 3000 psi Air Entrained cast-in-place concrete All Glazing U = .30 SCGH: .30 WITH UL 1703. wall on cast-in-place Concrete Wall Footing per Doors-less than 50% glazing U = .40 R403. refer to Foundation Plan for footing size & Door-more than 50% glazing U = .30 SCGH: .30 thickness. Concrete Horizontal and Vertical SOLAR READY ZONE: Reinforcement per IRC Chapter 4. & gen note #6. Mechanical Specifications: IN ACCORDANCE WITH IRC CODE APPENDIX U Damproofing per R406. 2- 2x6 approved z One Energy Star bath fan with an & 2015 IECC APPENDIX RB treated Sill Plates, Sill Seal And Termite shield per electronic programmable timer THE TOTAL SOLAR-READY ZONE AREA SHALL BE Section R318. Anchor bolts per Foundation Plan NOT LESS THAN 300 SQUARE FEET NOT INCLUDING and R403.1.6 Other Specifications: ACCESS OR SET BACK AREAS AS REQUIRED BY • Windows: Us 0.30, SHGCs 0.30 THE IRC AND NYS SUPPLEMENT. INTERIOR WALL FINISH • z 100% high efficiency lighting (CFL's or LED's) Provide 1/2" Gypsum Wall Board on ceilings • s 3 air changes per hour ,� D � . ROOF AREA ORIENTATION SHALL BE BETWEEN yp gs g p ��� ,��,`�.y 110 - 270 DEGREES OF TRUE NORTH. and walls except basement walls & clgs - unless • z All Energy Star appliances ���S�yQs J �+,�C., noted. Min 1/2 Moisture Resistant Wall Board on TO CERTIFICATE REQUIRED PER IECC APPENDIX RB103.8 Ceiling and all walls in Bathrooms (humid areas) R403.6 Mechanical ventilation shall be provided that ` �a and 5/8" cement board on walls and ceilings in wet areas. meets the requirements of section M1507 of the IRC Provide 5/8' Fire Rated gypsum wall Board on walls and ceiling located as per code, manufacturers . ,o R403.7 Heating and cooling equipment shall be ���T p1soio requirements and drawings. sized in accordance with ACCA manual J by a ��� certified third party rater. ��� 01 14'-3'/z' 10'-11" T-11" 0" 20'-31/2" T — — — --- -- - — — — — — — — — — — — — — — — — — — — — — — — -� R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed Pre-Fab/ Factory Built Fireplaces draft openings (both vertical and horizontal) and to form an effective fire barrier In accordance with IRC code chapter between stories, and between a top story and the roof space. Fireblocking shall 10, factory-built fireplace inserts shall I sxs Posrs tie provided in wood-frame construction in the following locations. be UL listed and labeled and shall be I 1. In concealed spaces of stud walls and partitions, including furred spaces and installed in accordance with the I eVERI parallel rows of studs or staggered studs; as follows: conditions of the listing. Factory-Built DECK fireplaces shall be tested in accordance 1.1.Vertically at the ceiling and floor levels. o I I with UL 127. Hearths shall be installed in 1..2. Horizontally at intervals not exceeding 10 feet. accordance with the listing of the I I Fireplace & in accordance with IRC codeLA I I 2.At all interconnections between concealed vertical and horizontal for Hearths & Hearth extension. spaces such as occur at soffits, drop ceilings and cove ceilings. All Fireplace shall be equipped with an I I 3. In concealed spaces between stair stringers at the top and bottom of the run. exterior air supply. Exterior air ducts I I shall be UL listed. Facto Built Chimneys I Enclosed spaces under stairs shall comply with Section R302.7 Factory Y i shall be in accordance with IRC code chapter I I v 4.At openings around vents, pipes, ducts, cables and wires at ceiling and 10 Section R1005 Factory Built Chimneys. o q I 10' floor level, with an approved material to resist the free passage of flame Tw3052 2 o I and products of combustion. — — — — — — — — — — — -� o®o _ — — — — — — — — — — — :i. For the fireblocking of chimneys and fireplaces, see Section R1003.19 TW3052 2 CV BRKFST 0 0 6. Fireblocking of cornices of a two-family dwelling is required at the line of I ROOM I dwelling unit separation. I o 14'-0" ROOM N FLAT CLG @10'0" 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral I 11'-10" I J wood or glass fiber installed securely in place or 1/2"gypsum board. I I U O SIMPSON DTTZ2 Bedroom #3 I 0 0 HOLDOWN I HALF WALLI 0 9'-0"CLG HT ALLOWABLE 42"HIGH UL LISTED G�C�) LOAD: 1825 LBS I `r SHELF PRE-FAB FIREPLACE GUARD RAIL NOTE: Plumbing Note: I Bedroom#1 GLASS DOORS& �' I "' 0 q HEARTH EXTENSION Porches, balconies or raised floor ALL PLUMBING SYSTEMS SHALL BE 9'-0"CLG HT AS PER RESIDENTAIL f Y O O CODE-CHAPTER 10 I LJ.. surfaces located more than 30 inches INSTALLED IN ACCORDANCE WITH I � VENT TO EXTERIOR above the floor or rade below shall PART VII OF THE IRC&NYS UNIFORM I o LIVING g CODE SUPPLEMENT ROOM 3'-0" have a railing not less than 36 inchesI ° � FLAT CLG in height. Railings shall have Top rails and KITCHEN r` C'J- @ 10'-0" I N Balusters and Bottom rails that are Electrical Note: I FLAT CLG ------ ALL ----, ALL ELECTRICAL EQUIPMENT @ 10'-0" I o E NO MORE THAN 4 INCHES APART. o oy E N EXCEPT. the traingular openings formed AND WIRING SHALL BE INSTALLED I I , o o 12 IN ACCORDANCE WITH PART VIII OF ') , m m to. m � o 0- LO r by the riser, tread and bottom rail of the THE IRC. A MINIMUM OF 75%PF I N Guard rail at the open side of a stairway PERMANENTLY INSTALLED FIXTURES 2'- 6'-6" �1=b" 21'-7" o c t r o N o -- � - are premitted to be of such a size that a 2 4 c a U o o CU r ` MUST HAVE HIGH-EFFICACY LAMPS. I CLOS c � _ a 5 o c f° 6 inch sphere cannot pass through. I A6@ 4'-9'/" . -10" 3'o I 0D 2 ,o � 0R Mechanicals stems 3% -Cl) o s u° y ° Open sides of stairs with a total rise of THE MECHANICAL SYSTEMS SHALL I r, N I c w o 3 LCIE 0 c•E 3 0 m p N N Y p BE INSTALLED IN ACCORDANCE WITH •- E o c 3 more than 30 inches above the floor or PART V&VI OF THE IRC. WALK-IN O POST 3'-4" 11-2/z' I = 0 0 0 c L I CLOSET TYP '� '6'6 c8 o c n 8 24 t ALL MECHANICAL SIZING PER ACCA q — - — - — - — -_—_ - — ___ — — — — — — — — — — — — = m a - a= " N °' rade below shall have guards not less - — - — - — - — - — - — - — - � fa I � ��•- - r = g g MANUAL"S"BASED ON LOADS m L@ m a°3 0 E than 34 inches in height measured I QS CALCULATED PER ACCA MANUAL"J" 8'-0" 5'-8/=" 4'-11'/2' 3'-0" 2' 10" 21'-3Yz" 1 1�_6" °-o a 6�s o c m vertically from the nosing of the treads. DUCT COMPLIANCE WITH MANUAL"D" o +/z" 3+/, _ I o =�--0 0 c 6 0T.2 19 ;0 R303.4MECHANICALVENTILATION. I - _ — _ — _ — - - - _ SCO _ _ —g_ _ `� - _ — _ _ — _ — _ - - - _ - - - _ — _ — _ - - Cl) co I I S � `� � 10 Ljf9 0cU '� F� cD is 2'-1 %" ° = '_= E a a N CV 9 CI Ht1 1 CO'E � < . C:a) lA N - DWELLING UNIT SHALL BE PROVIDED — - — _ H— _ — _ — _ — o c c a E = m o o B STAIR HANDRAIL NOTE: WITH WHOLE HOUSE MECHANICAL ( � I °° L) N ro Cr i- co E n a EL VENTILATION IN ACCORDANCE WITH 8'-0" 3'-4" ' — Z ' — - - _ _-__ —_ —_- _ _- - - _ I 0D Provide Handrail on at least one side SECTION M1507.3 I 3'/i' + of each continuous run of treads or flight co - 13 7/z I 1I-6" I fan 7'8" with FOUR OR MORE RISERS. ( fan T6 2-0 I 7' 0" ® "' I 2'-6" o Handrail Height measured above I ® / I \ ' 21'-3'/" T-4" 11'-2'/�' I stair tread nosing, shall not be less than �_ _ _3_'/l_"L_. I 3'/z' 34 inches and not more than 38 inches. I ° 11'-7'/z" 3'-4" o ( I ® N All Handrails shall be continuous the full I q 5'/z 3y= -0"1 12'-7'/z" T.8" S fan length of the stair from a point directly o _ I I 3'/z" above the top riser of a flight to a point I I ® 2'-8" CLOS I °° directly above the IDwest riser of the flight. M I Handrails adjacent to a wall shall have a U) L MASTER VENT CLOTHES DRYER � I DINING RM I FOYER ' 2'-4" space of not be less than 1-1/2 inches N BATH IN A CORDANCE WITH _J between the wall and the handrail. _ — CHA ER 15-CLOTHES � I I J co see IRC code for exceptions. Refer to @ 10'-0" D RS EXHAUST. IRC Code for grip size specifications. I o I 12'-2" I 3'-10" 3'-10" I o II In BEARING ' AREA SCHEDULE I �3, o o �I� I In 3' \ M I I I WALL I , NAME AREA FIRST FLOOR AREA 2402.9 sq ft. I TI D T CW25 N DORMER TRANSOM ABV GARAGE AREA 46A�sq I \ I B s M' M I N _ I `" CN I Cl) - --- COVERED M N H ------ ---�8------ PORCH I I C'4 O S Smoke Detector r I ____-- -------___- MASONRY �. I o O U) Carbon Monoxide Detector I j -- Q co Refer to DWG-1 General Notes N I - Bedroom #2 W <= ui INSULATED SOLID CORE / ' I STEEL DOOR,SOLID WOOD ( �_ / 9'-0"CLG HT ` I m > N z Q In accordance with Section 915 of the — — — — — — — — — — — — — — — — — — — — — I - DOOR(MIN. 1-3/8"THICK)OR --------------- -- I W Lu ;,FL U 2015 IFC as amended by the NYS U_ .z 20-MINUTE FIRE RATED DOOR. !) uniform code supplement I �' '-''-'---''''-' -� 11'-10" � EACH WEATHER STRIPPED I i W/SELF CLOSING DEVICE. NI Unfinished 2nd Floor I GARAGE FI SHED DORMER ABOVE I I v R312.2 WINDOW FALL PROTECTION NOTE: i I I Storage Orel I cN U-1 j g y t� SEPARATION IN DWELLING GARAGE I j g m , I ACCORDANCE WITH TOP OF THE WINDOW SILL SHALLa ' IRC TABLE R302.6 I "' — — �✓ BE A MINIMUM OF 24"ABOVE THE FINISHED o I I a t-- o W SEE 1 FO ABLE o N I z I INSU ATE WALLS FLOOR AND GREATER THAN 72 ABOVE THE °' Lo i ; Co MON WITH LIVING 9 TW2652-2 FINISHED GRADE OR OTHER SURFACES Io EA BELOW ON THE EXTERIOR SIDE OF THE � I I 9 BUILDING. SHALL COMPLYAS FOLLOWS: I U N R312.2.2 WINDOW OPENING CONTROL DEVICES: c� C I I \ X � WINDOW OPENING CONTROL DEVICE SHALL I X �I N ,,,.I l p-+ COMPLY WITH ASTM F 2000.THE OPENING I I N I �"�+ U DEVICE AFTER OPERATION TO RELEASE THE W DEVICE SHALL ALLOW THE WINDOW TO L I ¢ C' FULLY OPEN TO MEET THE CLEAR OPENING ' AS REQUIRE TO MEET EGRESS R310.2.1 N I I ------------------- r'� \ i I 51/2' 5,�..I 7:; C' N WINDOWS, EXTERIOR FRENCH & SLIDING DRS N LL Plans indicates ANDERSEN series 400 Tilit Wash Model Numbers and shall be In accordance with IRC R609 `Z To be designed & installed as per manufacturers EE5i - -- TW3052-2 specification for 140 ultimate design wind speed , ref, T-0" 8'-8'/" T-0" 2'-8" 3'-8'/" 3' SYi' 2'-8' `" • '�;� i tr t ���3` and IRC Table 301.2(2) 301.2(3) A„ Provide HP LOW-E4 glass; U = .30, SHGC = .30 EGRESS: shall meet R 310 2z-svz 23'-11Yz" 3�_p�� WINDOW FALL PROTECTION: shall meet R312.2 ,; 62'-5" t Substitutions made upon meeting Code. ' See page one, general notes for additional } code requirements. REFER TO DWG-6 FOR ROOF FRAMING 9'-0" PLATE HEIGHT AND WALL BRACING PLAN 1ST FLOOR PLAN FOF N SCALE: 1/4" = 1'-0" GENERAL CONSTRUCTION NOTES �- FASTENING SCHEDULE r TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES 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 The 2017 NYS Uniform Code Supplement& PLUMBING FIXTURE TRAP SIZE LIVE DEAD 2nd Printing, as adopted by NYS, pp until the first floor framing is in place or brace the foundation USE LOAD LOAD the NYS 2017 supplement to the New York State Energy conservation MINIMUM 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 DESCRIPTION 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 g g 9 Property 17. Metal flashing shall be installed were concrete abuts wood, and/or whirlpool attachments 1-1/2 Fuel as code; Existing building code; Pro ert maintenance code. Habitable attics&attics served with fixed stair 30 10 9 4-8d BOX (2-1/2")OR ALL CODES shall supersede the drawings and shall be incorporated into the and were decks abut house framing. Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL Balconies(exterior)and decks 40 10 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 EACH JOIST,TOENAIL -. 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate trap) 1-1/2 Fire escapes 3 8d COMMON Additions,Alterations & Renovations: shall conform with Appendix J of the IRC a g g p 40 20 --� CEILING JOISTS NOT 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 Kitchen sink (one or two traps with or Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP of not less 8 percent of the floor area of that room, and the minimum ' p ' 2. Written Dimensions take precedence over scaled dimensions o enable area to the outdoors shall be 4 percent of the floor area beingwithout dishwasher and food waste disposer) 1-1/2 COLLAR TIES 4-1Od Box (3") OR SEP 1 ventilated. Refer to IRC Residential Code section R303 Laundry tub (one or more compartments) _ passenger vehicle garages 50 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON(3") FACE NAIL TO EACH RAFTER 5 3. The contractor prior to the Start of construction shall verify all Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND _ dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. 4 10d Box 1 TOE NAILS ON OPPOSITE SIDE Shower (based on the total flow rate through Sleeping rooms 30 10 1 OF EACH RAFTER OR TRUSS To, 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 21. Vent dryers to exterior as per IRC Section M1502 showerheads and bodysprays) Stairs 40 20 4-16d OR shall be installed in accordance under latest State approved Building Codes. Vent range hoods as per IRC Section M1503 Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 gpm and less 1-1/2 Roof 20 20 1 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 Electrical certificates are to be provided the ele;trical 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 p p g Y 16d COMMON of 2000 pounds per square; Foot. All Footings shall be 36" below grade Minimum. It shall and on each storyof the dwelling, including basement and cellars and not less than $ STUD TO STUD(NOT AT BRACED WALL PANELS) x 0.162" 24"O.C.FACE NAIL 9+ 9 Rafters having slopes greater than 3112 with (3.5" ) 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/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX disturbed b construction. 9 INTERSECTING WALL CORNERS(AT BRACED WALL PANELS) (3-1/2"x 0.162") 16"O.C. FACE NAIL Y interconnected and hard-wired to a commercial source. WHENEVER an alteration, addition, or conversion is made to an Existing Interior walls and partitions H/180 16d COMMON 1 O BUILT-UP HEADER 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 5-8d B x (2-1/) P Y p 9 capacity brought up to code, hard-wired and interconnected. L/3so 5 8d BOX(2MM X0.113") of less than 1,500 psf are like) to be resent at the site the allowable bearin ca acit shall DWELLING- GARAGE SEPARATION 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL be determined by a soils investigation. All other structural memebers L/240 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL SEPARATION MATERIAL ( " Z 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls with stucco finish H/360 6. Cast-in-place concrete shall be air entrained; 5% < 7% total air content by volume and have of the 2015 IFC as amended by the NYS 2017 Uniform Code Supplement. NOT LESS THAN 1/2"-INCH GYPSUM OR DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON 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 S ESMIC BRACED WALL LINE SPACING 25 p 9 Y P p P Shall be Installed outside of each separate sleeping area in the immediate EQUIVALENT TO THE GARAGE SIDE L/240 13 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 vicinityof the bedrooms. combination carbon monoxide and smoke alarms Exterior walls-wind loads/Flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END International buildingcode and NYS amendments. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 518" INCH TYPE X GYPSUM 12-16d(3-1/2"x 0.135") ❑ O shall be permitted in lieu of carbon monoxide alarms. BOARD SIESMIc BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) 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 UJ 0 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 112"-INCH GYPSUM BOARD IRC TABLE R802.5.1(9) �•/// 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-112") 12"O.C. FACE NAIL � Z O 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All switch with battery back-up. Battery-powered alarms are not allowed. 1 Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL O Min. Fb for dimensional lumber= 850 psi. 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 WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL 0 Wood exposeex d to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. EXTERIOR WALLS THAT ARE WITHIN THIS AREA ■ p section R602.10.4.2 Continuous sheathin method. RAFTER RAFTER GROUND SNOW:20 PSF 3-16dBOX IL..� Including but no tlimited to: Deck Framing, Posts, Headers, Girders & Ledgers. End conditions for braced wall lines for the continuous sheathing shall conform SLOPE SPACING 16 TOP oR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL to Figure R602.10.7. Braced wall panel connections OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN O SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. ry 8. ALL EXTERIOR LUMBER Shall be ACO requiring the following: shall comply with nailing schedule and Figures R602.10.8(1)& R603.10.8(2) 17TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL w' /'�v O a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-16d COMMON 1(iY or stainless steel. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL c/o n b.) Use Copper flashing Only against ACO Lumber Sill Plates provided to transmit the applicable uplift forces in section R80211.1 from the 2-8d COMMON `/J c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc roof assembly to the foundation. 3: 12 16"O.C. 5 8 10 13 shall be Hot-Dipped Galvanized or Stainless Steel. 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of TABLE R301.2.1.2 IRC Windborne Debris protection 4: 12 is"O.C. 4 6 8 10 9. All Engineered Wood Products such as "Trus Joists Micro-Lam etc" shall be asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastening Schedule for wood structural panels E.° g + + p g 5: 12 16"O.C. 3 5 6 8 o c y installed in accordance with the manufacturers latest installation details, as per Table R905.2.4.1 of the IRC Residential Code. &t o 0 Framingconnectors,Allowable Hole diagrams, specifications, etc. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 w°' w E ° a s g p P 9 9 FLOOR FRAMING r - N °�- "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv = 285 psi copper roofingnails, minimum 12 gage shank with a minimum - Type Less than or less than or less than or 01 o 0 _ w a p pp g g 9: 12 16"O.C. 3 4 4 5 a U -r ° "Parallam PSL" Design Stress: E = 2.0, Fb =2,900 psi, Fv= 290 psi 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 4 ad BOX a o i. a o - "Anthony Power Beams Design Stress; E = 2.1, Fb= 3000 psi, Fv= 300 psi and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 12: 12 16"O.C. 21 JOIST To SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL c 6 c No of w a-.-- o 3 3 4 4 3-8d COMMON ° c c 0 5 but not less than 4 per strip. No 8 Woods .o o �, 8 -M.-O-2 - p p based anchor with 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON a ° a) T N 2 m 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 22 s"O.C.TOE NAIL y 2 a � = a each sleeping rooms in basement, habitable attics, and eve sleeping room 27. Flame Spread Index: R302.9 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 10d BOX o,t� ° 3 L ° c 3 2 inch embedment c � 3 ° p 9 every P g P BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS o a o °=w a�a shall have at least ONE operable emergency escape opening as follows: wall and ceiling finishes shall have a flame spread index s 200 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT BLOCKING TO JOIST 2-1 Od BOX g ° ° a� _ m 23 EACH END rn N._ L CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON c.c r U,o Sill height of not more than 44 inches above finished floor. Insulation material, vapor retarders within roof, floor,wall, ceiling assemblies �,� o E A. Minimum net clear opening of 5.7 square feet. & attics shall have a flame s read index s 25 No 10 Wood screw L a� o n C `° r� `o p 9 q p 4-16d BOX c o ° t based anchor with 12 inches 9 inches HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL _ o o'�-o c a� N•- a� Except grade floor openings shall have a minimum net clear 16 inches H c/ H r 3-16d COMMON .- S 2 L U 0.-. CO opening of 5 square feet. Smoke-developed Index: R302.10 2 inch embedment on center on center on center .Z 0 -E ¢CU c= ) o Minimum net clear opening height shall be 24 inches. wall and ceiling finishes hava a smoke-developed index s 450 lenght 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 4-10d 3-16d gpX MON AT EACH BEARING,FACE NAIL L o S,D� L o 02- B. C. Minimum net clear opening width shall be 20". Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies 1 /4 1.33 ~ U UFO Er ~ `° E a- ° D. emergency escape and rescue openings shall be operational &attics shall have a smoke-developed index 5 450 tested with ASTM E 84 or UL 723 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST from the inside of the room without use of keys or tools. 1 / 6 1.20 3-16d COMMON z WHERE Basement contain more than one or more sleeping rooms, 28. SWIMMING 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. an emergency escape opening shall be provided for EACH sleeping room. b the NYS Building Standards and code 2017 UNIFORM CODE SUPPLEMENT 27 BUILT-UP GIRDERS AND BEAMS 1od Box 24"O.C.FACE NAIL TO TOP&BOTTOM O = g Y p p g p p 9 Y 9 STAGGERED ON OPPOSITE SIDES Emergancy escape and rescue opening shall open directly to the outside dated March 2016. b. Fasteners shall be installed at opposing ends of the wood structural panel. W F- -0 0_ EXCEPTION: Grade floor or BELOW grade floor openings shall have Fasteners shall be located a minimum of 1 inch from the edge of the panel. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER, FACE NAIL U, ~ V G a net clear opening of not less than 5 square feet. 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324,Appendix U, IRC TABLE CONNECTION 3-16d COMMON 1.1.1 0 W _J •-- RAFTER UPLIFT CONNECTION FROM WIND J � Q International Fire Code, 2015 IECC appendix RB and as amended by the c.Anchors shall penetrate through the exterior wall covering with an embedment length of ❑ z Z J_ d- 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each NYS 2017 uniform code supplement. Provide, but not limited to: Solar ready g 29 BRIDGING TO JOIST 2 iod Box TEACH END, TOE NAIL not less than 2 inches into the building frame. Fasteners shall be located not less than RAFTER ROOF EXPOSURE C ❑ '-� z Q {�,, r continuous run of treads or flight with FOUR OR MORE RISERS. 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 SPAN W Q O F' co VI Handrail Height measured above stair tread nosing, shall not be less than ground access areas. panels shall not be located less than 18"from a valley (FEET) ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = W () W E 34 inches and not more than 38inches. All Handrails shall be continuous d. Where screws are attached to masonry or masonry/stucco,they shall be attached PARTICLE BOARD WALL SHEATHING TO FRAMING W ❑ ;,_, 130 iao TABLE R602.3 (1) U F-• N the full length of the stair from a point directly above the top riser of a flight A permanent certificate indicating the "solar-ready zone" and other requirements of using vibration-resistant anchors having a minimum ultimate withdrawal capacity of ROOF PITCH ROOF PITCH 0 z L.L. ❑ N to a point directly above the lowest riser of the alight. Handrails adjacent to this section shall be posted near the electrical panel or water heater by the builder. 1,500 pounds. <5:12 z 5:12 <5:12 a 5:12 DESCRIPTION OF SPACING OF FASTENERS W J CL NUMBER AND TYP a wall shall have a space of not be less than 1-1/2 inches between the wall � � BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING and the handrail. see IRC code for exceptions.Refer to The main electrical panel shall have reserved space for a dual pole circuit breaker 1s"'o.c. 12 214 201 263 247 PANEL EDGES SUPPORTS GABLE END WALL FRAMING � IRC Code for grip size specifications. for future solar electric installation and labeled"for future solar electric". Exterior glazing in buildings located in Wood-Borne debris regions shall be protected from wind borne debris. 16"O.C. 18 277 259 342 322 6d COMMON(SUBFLOOR,WALL) „ Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 3/8 - 112 8d COMMON(ROOF) 6 SEE NOTE A 6 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 1s"O.C. 24 340 318 422 396 above the floor or grade below shall have a railing not less than 36 inches andtGarage door lazed opening fieri iprotection for wind borne debris shall meet1 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" in height. Railings shall have Top rails and Balusters and Bottom rails that are 31. NEW Construction /Additions &Alterations: g p g 16""O.C.oC2a 348 358 476 446 NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed It shall be the responsibility of the General contractor or his subcontractors to submit ANSI/DASMA 115. Areas within hurricane prone regions: by the riser, tread and bottom rail of the guard rail at the open side of a stairway in detail the design, calculations, drawings, written statements of the mechanical, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 71" 0 0 wind speed is 130 miles per hour or greater. N are permitted to be of such a size that a 6 inch sphere cannot pass through. air conditioning, ventilation. heating systems ( new, existing or upgraded) 16"O.C. 36 469 438 538 547 0 o W Open sides of stairs with a total rise of more than 30 inches above the floor or 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" grade below shall have guards not less than 34 inches in height measured 16"O.C. 42 535 ass 664 622 cv d O A. EXCEPTION: N vertically from the nosing of the treads. 16"O.C. 48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS �- r- U) �� Wood Structural panels with a minimum of thickness of 7116 inch � 6 DIAMETER and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) Q 6 Q 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window LI protection. Panels shall be precut& predrilled to cover the glazed openings v_) opening is located LESS than 24 inches above the finished floor and GREATER -.n with attachment hardware provided in the table below. WALL NAIL SPACING m Q than 72 inches above the finished grade or other surface below on the exterior MINIMUM NAIL MIN WOOD WOOD LU W CONSTRUCTION TYPE Label all panels and store in a clean dry area of the house. TABLE 507.2 STUD W of the building,the window must be provided with a window opening control device ,•-' 9 "I^, "II", "III", "IV", OR"V" NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL LL � cA that compiles with IRC R3'12.2.2. Window Opening Control Devices. ; Attachments shall be provided in accordance with the table DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD as follows: PANEL SPAN RATING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in -;;oREFLECTIVE RED JOIST SPAN 8d COMMON NAIL pp g , PANTONE#187 CONNECTION 2 5 X 0131" 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" accordance with IRC R302.11 thru R302.11.2 and Draftsto m shall be ( ) DETAIL <6' 6'1"TO 8' '1"TO 10' 01"TO 12' installed per IRC R 302.12 thru R302.12.1 � _ I� 112"DIA. LAG SCREW30" 23" 18" 15'+ INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 M� Fireblocking materials R302.11.1 shall be as follows: REFLECTIVE & 1/2" MAX. SHEATHING V 1. Two-inch nominal lumber WHITE FIELD ++ i 1/2' DIA.THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS 2. 1/2 gypsum board ,- 36" 36" 34" 29" APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS M..d 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance I &1/2 MAX. SHEATHING THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING with the 10 foot horizontal fireblocking in walls constructed using parallel TECHNICAL BULLETIN TITLE i9 NYCRR PART STRUCTURAL "'�� NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 12'1"TO 14' 14'1"TO 16' 6'1"TO 18 ++ ++ rows of studs or staggered studs. --► �-- 1/2„ CEILING EITHER DIRECTION is"O.C. 7 12 5d COOLER NAILS 4. cellulose insulation installed and tested in accordance with ASTM E 119 or DESIGNATION FOR STRUCTURAL - WALL EITHER DIRECTION 16"O.C. 8" 16" COMPONENTS THAT ARE OF 1/2" Applicant shall provide engineered wood placard 1/2 DIA. LAG SCREW UL 263, for the specific applications on or adjacent to electrical meter box for field inspection. _ & 1/2"MAX.SHEATHING 13" 11'" 10" 5/$�� CEILING EITHER DIRECTION 16"O.C. 7" 12" «i TRUSS TYPE CONSTRUCTION STROKE 6d COOLER NAILS ,� WALL EITHER DIRECTION 16"O.C. 7"' 12" R-+ '- "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, 1/2 structural plywood ,+ Draftstoppping material R302.12 shall be as follows: Pre-Engineered Wood Construction And/or Timber Construction 1/2 DIA.THRU BOLT 1-7/8"LONG 6d COATED NAILS OR �+ v7 GIRDERS AND BEAMS g Panel, Attached to & 1/2"MAX. SHEATHING 24' 21 19 TYPE"X' AT p In combustible construction where there Is usable space both above and for new dwelling and/or any addition,alteration GARAGE CEILING ++ EQUIVALANT DRYWALL SCREWS. � � �•, � � p g y, p g Y 9 5/g"" 16"o.c• 6 6 below the concealed space of a floor- ceiling assembly, draftsto s shall be "R"" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Frame in accordance BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH v Z shall be affixed on or adjacent to any electric box attached to the exterior IRC SECTION R702.3.5.1 installed so that the area of the concealed space does not exceed with Table R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS [� ,.; ^4 ct 1,000 square feet. Draftsto in shall the concealed space into approximately "FR" FLOORAND ROOF FRAMING of the structure for field inspection pp� g p P Y International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE equal areas.. Draftstoppirig shall be provided in the following locations: UNDER SECTION sot OF THE BCNYs code of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. 1. Ceiling is suspended Linder floor framing. -� bA OC 2. Floor framing is constructed of truss-type open-web or perforated members. A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS E . SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CE 0 TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES GABLE END WALL FRAMING O M OF FOUNDATION MATERIALS DESIGN CRITERIA WINDOW UNIT CLASS OF MATERIAL LOAD-BEARING PRESSURE .t� `'D A Crystalline bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �`� fii Sedimentary and foliated rock 4,000 psf Wind speed: 5140 0� Cj 0 Sandy gravel and/or gravel(GW and GP) 3,000 psf No of stories: 1QO �e Sand,silty sand,clayey sand,silty gravel and clayey gravel WIND DESIGN SUBJECT TO DAMAGE FROM (SW,SP,SM,SC,GM and GC) 2,000 psf Mean Roof Ht: 30 ft GROUND' WIND WINTER ICE SHIELD AIR MEAN Clay,sandy clay,silty clay,clayey silt,silt and sandy silt SNOW SPECIAL WIND SIESMIC I Roof pitch: per plan PLYWOOD STORM PANEL SPEED TOPOGRAPHICWIND BORNEEXPOSUREDESIGN FROST (CL,ML,MH and CH) 1,500 psf Bldg Length per plan SHUTTER DETAIL LOAD (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL DEPTH TEMP REQUIRED HAZARD INDEX TEMP 1 ZONE tr a.When soil tests are required by Section R401.4, BldgWidth Per Ian '� 01 1O the allowable bearing capacities of the soil shall be part of the recommendations. p Refer to General Notes for Panel 20 LBS 5140 NO NO NO B B SEVERE 3'-0++ MODERATE 11 YES NO 1500 or less 52.2 qrF �� ' bldg aspect ratio: 2:1 fastener requirements. To HEAVY F NE �� b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Nailing Sehed: IRC M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER determined by a soils investigation,are likely to be present the site, the allowable bearing capacity shall be GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) Outside Elevation Extent of header(two braced wall segments) _ Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE 1VALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED s y- rn d`_ I fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° ° ° ° Min.3"x 11-1/4"net header Header o / 6-16d sinker nails METHOD CS-GB: TABLE R602.3(1)& CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° shall occur at to of OR END JOIST CONTINUOUS ALONG LENGTH p wall ' = = - n'=• -'-� � - 77.�' R602.10.3(3)GYP.BD FASTENING. OF BRACED WALL PANEL OR END JOIST F MEMBER DIRECTLY ABOVE @ 16"OC ALONG ° fasten top plate to header with ,I I°I ISI I, 4"OC AT THE PANEL EDGES, INCLUDING BRACED WALL PANEL BRACED WALL PANEL , ° Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. I,I fastened to the required per R602.3.2 TOP AND BOTTOM PLATES AND ALL king stud with Braced wall line •I I•I I' HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) continuously sheated •I I ( I I SCREWS 1 5/8"TYPE W OR S 2-16d NAILS EACH SIDE I. ( ) ! 6-16d sinker nails •I I•I I•I c ° with 1/2"wood Minimum 40001b header-to-jack-stud METHOD CS WSP: o, ° x Fasten sheathing to header with Bd common nails in 3 in.grid strap on both side of opening •I I•I m structural panels P .- pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing AS PER TABLE R602.3(3) 8d 6"O.C.ALONG x ° Z ° PP g •I I I @ 8d 6"O.C,ALONG TOE NAIL 3-8d NAILS _ Cn ;, EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL 8d @ 6"O.C.ALONG @ m c i° Minimum 40001b header-to-jack-stud strap .I WITH 8d COMMON NAILS BRACED WALL PANEL BRACED WALL PANEL 8d @ 6 O.C.ALONG AT EACH BLOKING MEMEBER �, o i° on both side of opening opposite side of Panels splice edges BRACED WALL PANEL o I and be nailed to commonoccur blocking r .I (0,131 X 2.5"LONG) sheathing AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL rn ° I• BRACED WALL PANEL x . Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- IN FIELD BRACED WALL PANEL I, BRACED WALL PANEL BRACED WALL PANEL '� L ° °i° 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: g 1, with 8d common nails @ 3"o.c.in all framing is required in each panel edge. 2 I' SHALL BE MIN. 1!2"GYP.BD FASTENED 3 16d @ 16"OC ALONG ° I• {studs,blocking,and sills)typical if needed I I 3-16d @ i 6"OC ALONG i ° WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG LU I'I I'I I' WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OCALONG 3 16d @ 16"OC EACH 2'to 18'(finished width) ° BLOCKING MEMEBER Min Double 2x4 or BRACED WALL PANEL 1. Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural _ ,I I,I I I I' TABLE R602.3(1)FOR EXTERIOR WALL per Table R602.10,5 panel sheathing J; SHEATHING J _ _ - _ _ _ _ �; CONTINUOUS RIM OR I Min double 2 x post 'I • I'I .n END JOIST CONTINUOUS RIM OR I Q I• ALL HORIZONTAL PANEL JOINTS END JOIST l ( ) yp. Table R602 7{ack tl&2) r •I ISI I'I i Min. 2 2x4 t ' SHALL OCCUR OVER AND BE Min. ((2)1/2"Diameter anchors 'I I'I I•I 14 NAILED TO COMMON FRAMING i• I I,I I I I• OR BLOCKING WITH WITH PANEL ! h 2-16d NAILS EACH SIDE installed per section R403.1.6 I'I I; EDGE-NAILING IN ACCORDANCE FULL HEIGHT BLOCKING with 2"x 2"x 3/16"plate washer U ,I INTERIOR, I I• WITH THE IRC SECTION R602.10.10 ADDITIONAL FRAMING ,I SPACING ll I•I CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I ISI I•I I 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C,ALONG •I I•I I•I I. BRACED WALL PANEL < �' 'I I I I I I• 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ry `/�' •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(2) FIGURE R602.10.8(1) Attach Sheathing to BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole plate ♦/� J i_ _•_ _ i�•_ _ �'i_ •_ _i� BRACED WALL PANEL CONNECTION WHEN 8D common nials o to joist per Band or Rim joist wi oo Oe to joist per v J PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an Sub-Floor nailing sched. L 8D common nials °° nailing sched. ' ^ O Bottom at 3"a.c.Top and - - Rim Joist v, FRAMING FRAMING °' '° ° Bottom °' '° ��per Plans Rim Joist ° FASTENING REQUIREMENTS FOR ° ° ° ° ° k__--Anchor- Bolts and O Q BRACED WALL PANELAS PER Holdowns per plans 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 ^^ 0 LL O 0 Simpson 1-1/4" gals. x 20 gage H2A Stud To Rafter 3-Corner studs — Connector r Were the distance is SIMPSON H2A /coil strap with (5) 8d common connected to s—�\ 3.2X `V between 9-1/4"to 15-1/4" nails in each end at each rafter. r at each Rafter. With transfer shear Typical Metal provide blocking @ 5 8d x 1-1/2" nails in Rafter 4 Ft Perimeter Framing members Strapping ( )- WINDOW HDR braced wall panels load at OpeningsPROVIDE STRUCTURAL RIDGES (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field @ Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side 2-16d Nails TYP. HDU2 shad na solidlBiocl<ng g_ of Ridge to have a @ 6 o.c. W/(6) 1/4 X 2-1/2 SDS SCREWS @ all Plywood Joints Schedule Dw 1 Simpson LSU skewable hanger SIMPSON H2A Simpson 5/8" threaded rod Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil .,,,,,�coupler-nut and SSTB rafters attached to top (5) 8d x 1-1/2" nails in Rafter plate with 8d nails 6" D.C. " Strap with (5)-8d common nails @ (2) 8d x 1-1/2 nails in plate ° anchor bolt thru-box and along length of braced wall (5) 8d x 1-1/2" nails in Stud in each end. catch jack studs Look Out Blocks inbed into concrete Comer Holdowns panel. and window or door Header. Refer at plans Typical each side and ALL Less than Gable End Wall foundation and framing. for requiredns yp or Equal ° Preservative-treated windows and doors. barrier required for RIM JOIST BLOCKING BETWEEN RAFTERS a BRACED WALL PANELS to 12" connectors In contact IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & with treated wood Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on NTS RAFTER TO RIDGE STRAP IRC 802.3.1 this page. TYPICAL ELEVATION NTS GE STRAPS Wr/•� SIMPSON HDU2 HOEDOWN PROVIDE MIN 2 IN LIEUoFCODLAR TIES @ 48"O.C. vJ �a BOX FRAMING NTS WALL TO HEADER STRAPPING- NOTE; 8d COMMON NAILS ARE -fir r� LOCATED IN THE UPPER THIRD Z Cn Ll. 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED _J TO THE RAFTERS WITH 4-8D NAILS O ^ EACH END a- ALL THRESHOLD CAREFULLY W O FLASHED&CAULKED TO TREATED WOOD PREVENT WATER INTRUSION DECKING SECURE TO TOP OF RIM JOIST WITH /COMPOSITE RAILING SIMPSON BSC = CONTINUOUS FLASHING EXTENDED 10D THREADED NAILS OR I ISYSTEM.VINYL RAILING PAST JOIST HANGER 4110 X 3"WOOD SCREWS I TOP AND BOTTOM RAIL AT 6"OCC. AND COLUMN COVER AND OUTER THIRD CUT GALV.DECK HANGER COMPOSITE DECKING i I COLUMN CAP.MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY LENGTH EXTERIOR OR SIMPSON LUS26 @ 2X6 ATTACHED PER I I FOR CODE SIMPSON ABU POST 12'" Min BEARING WALL MANUF.SPECIFICATION 4"TREATED POST SIMPSON LUS28 @ 2X8 I I @FRONT PORCH DECK SIDE O CREVER 2"MINIMUM SIMPSON LUS28 @ 2X10 4 X 4 TREATED POSTS o. NOTCH GREATER LAG BOLTED TO JOIST 6"TREATED POST -'' - 2X P.T.LEDGER; MUST BE GREATER THAN 2-1/2' GALVINIZED CARRIAGE BOLTS 1/4 JOIST 0 THAN 50% OR EQUAL TO DEPTH OF DECK JOIST AND AS PER MANUFACTURES @ REAR DECK OR SIMPSON SD STRUCTURAL DEPTH,MAX, CLEAR CD 0 (PERCENT)OF NO GREATER THAN THE DEPTH OF THE RIM JOIST SPECIFICATIONS. CONNECTOR SCREW "MIN. `�_ 1/6 JOIST : CV N p PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE - ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2 x JOISTS 1 O 1/2"DIA.GALV BOLTS W/ GRADE 1/3 JOIST DEPTH,MAX. S No O uJ METAL TIE FASTENED ACROSS AND iv= GALV LAG SCREWS PER IRC TABLE R507.2 AND LOCK WASHERS. ADHESIVE ANCHORS:HIGH-STRENGTH 0, DEPTH,MAX. 04It 0 TO THE PLATE AT EACH OF THE PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) O US�WITH THREADED ROD XY ANCHORING ADHESIVE FOR Use 1-1/4" Metal T_ N NOTCH WITH 8-1 OD NAILS EACH SIDE 2x RIM JOIST ATTACHED WITH see Schedule on DWG-1 Z_ MECHANICAL ANCHORS;SIMPSON ti U) M ti of lagscrew shall full extend beyond (3)10D THREADED NAILS OR Coil Strap20 Gage Q the inside face of the band joist. y ( )#10 X 3"WOOD SCREWS WEDGE-ALL WEDGE ANCHOR g 3 Solid sawn joist and rafter o 12" Min (5) 8d common nails TOP PLATES 3'.. SIMPSON H2.5 AT ch COVERED FRONT PORCH FOOTING: o U) t Ll SIMPSON DTTIZ W/(6)10D X 1-1/2" 24 x 24"x TO VIRGIN SOIL notching and bora n` limits. o In EACH EN D at m PIPE NAILS @ MIN.OF 4 LOCATIONS ? EACH JOIST FOOTINGS MUST (MIN 36"BELOW GRADE) �� EACH Stud. Lu w U SPACED EQUALLY. TWO WITHIN 24" SIMPSON BC BEAR ON REAR DECK FOOTING 16"DIAMETER uT5 8d @ 6 oc Along LL. Cl) OF EACH END OF DECK: POST GIRDER UNDISTURBED BEAR FOOTING ON VIRGIN SOIL MIN THREAD ALLOWABLE LOAD:910LBS. CONNECTOR SOIL 36"MIN.BELOW GRADE Braced Wall Panel FIGURE R602.6.1 PENTRATION 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" FIGURE R602.10.8(1) TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD ACCOMMADATE PIPING PZ07 EXTERIOR DECKS OR HEADER P.T. POST TO CONC. PIER & FOOTING WALL TO WALL STRAP .EDGER BOARDATTACHMENT T® AND GIST CONNECTION (@ PORCHES & DECKS NTS NTS 10 11WERE FLOOR JOIM ARE PARALLEL TO DECK JOISTS 12 DECK/ GIRDER & RAILING DETAIL 13 SIMPSON ABU INSTALLED IN ACCORDANCE 14 15 NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 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 STAGGERED with (5)-8d common nails with (5)-8d common nails Hot Dipped Galvanized Strap w FASTENERS at each stud with (5)-8d common nails a r- SEE TABLE 507.2 at each stud C- TOP PLATES TOP PLATES N IN 2 ROWS Strap may be attached OVERStrap may be attached OVER at each stud the plywood OR directly to Strap may be attached OVER O O Qo 0 5.5"MIN FOR 2X8* Studs. the plywood OR directly tothe o 5"MAX 6.5"MIN FOR 2X1 0 7.5"MIN FOR 2X12 Studs. Studs plywood OR directly to C o STUD BORED HOLE MAX. DIAMETER 60%BORED HOLE MAX.M AX. STUD Q OIr C14 00 DIAMETER 4D /° (PERCENT)OF STUD w (PERCENT)OF o DEPTH 0 ? M STUD DEPTHI I • , 3-16d @ 16" oc Along BLOCK SOLID 5/8"MIN. 5/8"MIN. 5/8"MIN. 5!8"MIN. L �� = - ,., TO EDGE TO EDGE TO EDGE TO EDGE 2'MIN BOARD 314"MIN - "•,. • • N BETWEEN JOISTS (�O LAG SCREW OR THRU-BOLT ,� Braced Wall Panel pQ NOTCH MUST NOT _ , °�„ CV _ w =111=III ' ' FIGURE R602.10.8(1) ® � NOTCH MUST NOT I I=III=IIICd EXCEED 25% 0 EXCEED 4D% 0 =III . ', 1 j t f' O M (PERCENT)OF (PERCENT)OF all • •`• I P'9 "VV ll1 \p STUD DEPTH ° STUD DEPTH ° PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD ED D IFHOLI:ISBETWEEN BORED HOLES SHALL PER FIGURE R507.2.1(1) OF 2015 IRC CODE >` �(�G NOT BE LOCATED IN STRAPPING C j BORED HOLES SHALL 40%(FERVENT)AND THE SAME CROSS G (0 • '; 60%(PERCENT)OF NOT BE LOCATED IN SECTION OF THE CUT THE SAME CROSS STUD DEPTH THEN OR NOTCH IN STUD Distance can be reduced to 4.5" Applies to Garage Wall and STUD MUST BE DOUBLE If la screws are used or bolt =III=III SECTION OF THE CUT NO MORE THAN TWO g Slab on Grade Construction OR NOTCH IN STUD SUCCESSIVE STUDS spacing is reduced to that of '=III • ' 1-1/4 METAL ARE DOUBLEDla screws to attach 2x8 ill ', �• STRAPPING a AND SO BORED g i FIGURE R602.2.3(1) FIGURE R602.2.3(2) ledgers to 2x8 band joists (1/2" NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST IRC FIGURE R602.6(1)NOTCHING AND IRC FIGURE R602.6(2)NOTCHING AND stacked washers not permitted) RAFTER FACE TYPICAL © 1531 13 WALLS AND BEARING WALLS NON-BEARING WALLS BORED HOLE LIMITATIONS.FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR FOUNDATION-SILL-STUD T� �fl STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FE'H 16 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 FLOOR FRAMING STRAPPING ;dl OR MANUFACTURED FROM G185ORZ450 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 - ill entire Cavity to up and out of the and lay on plywood R-38 Batt Insul. ATTIC INSULATION ealant subfloor w1) for access attic hatch - R-value EIING FRAMING thin profile structural____ Tub equal to the Ceiling Double Frame Attic Typ Roof Const. Sheathing Insulation dams sheathing as draftstop Typical insulation requirement access opening Base plate-- ---__ p prevent loose-fill behind tub exterior x CJ w/ insulation Sealed to Air Seal insulation from wall Typ Fascia as per drawings floor Gasket falling through Continuous Be Soffit see SealantJ access of Sealant or n L( adhesive Const. Dwgs � �� solid blocking Sealant - Sealant or 1 min Rigid I or rigid insulation adhesive Insulation. Air Weatherstripping eal stairs /' sealed around Weatherstri In Adhesive Casing / EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter four edges Panel frame gap g ONTINUOUS BEAD OF SEALANT finish w/ soffit material with caulk 1/2 Gyp. Wall See Const. Dwgs Pull-down Sealant 1 x2�Stop Board RECESSED LIGHTING FIXTURE or foam 1/2" plywood DRYWALL CEILING staircase 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 aa-) INSULATION AND WEATHERSTRIPPING ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS DETAIL Thin profile _ Fireplace enclosu structural Eave baffle installed '^ ,._. . -� - insulated to top sheathing adjacent to soffit and eave of second floor Sheet Metal Firestop CONTINUOUS BEAD vents. Baffle shall extend over Seal joint with OF SEALANT the to of the attic insulation r.1 ceiling line 1 p support Non-combustable as per IRC chapter 11 TYP. ROOF CONST. blocking Sealant SUBFLOOR GLUED,CAULKED OR GASKETED (R40202.3) 1/4" structural sheathing TO RIM JOIST/RIM CLOSURE 2 X CJ W/ INSULATION Q as enclosure liner sealed Typ Fascia AS PER DRAWINGS Soffit see �/� Table R402.4.1.1-Air barrier and insulation installation. Sealant or at perimeter and seams. SEALANT OR HERS RATER I W Co -� adhesive p Pre-Fab Fireplace Const. Dwgs I (n z O TABLE R402.4.1.1 Refer to manufacturers SILL PLATE INSTALLED SEALANT O O AIR BARRIER AND INSULATION INSTALLATION secs for installation p OVER GASKER SILL COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa boaD manual SEALANT Typ. Exterior wa I See Const. Dwgs O General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. �p g requirements in the building envelope. -------------Typical foundation &framing _ See architectural plans ,�. � 00 AIR BARRIER AT FOUNDATION TO BAND JOISTS T �^ Exterior thermal envelope contains a continuous air barrier. AIR SEAL DETAIL (cD PREFAP FIREPLACE i RAFTER SEALING AT ATTIC EAVE Breaks or joints in the air barrier shall be � sealed. This detail is for weatherstripping and draft sealing, NTS Cavi insulation All cavities in the thernial envelope shall be filled with insulation. The Itis not to Refer to Maann usedufacturree a guide for fireplace installation. y o r for installation manual. E y installation density of the insulation shall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o o m.y °*6 2E � recommendation and said density shall be maintained for all volume of m ° a) O1 o aTq ° each cavity. Batt type insulation will show no voids or gaps and w'�..m o `� ° , maintain an even density for the entire cavity.Batt insulation shall be ENERGY NOTES _ � z'r- 2 M installed in the recommended cavity depth. Where an obstruction in -' c r i" ° rn E 2- 0-.2 s `o 8. R403; Systems: N1103.1.1 Mandato programmable thermostats shall be c---~# i ° w °'5 the cavity due to services,blocking,bracing or other obstruction Y (Mandatory) p g j ' �;° °'� ° 0 � ° `o ° exists,the batt product will be cut to fit the remaining depth of the 1. All design & construction in compliance and built accordingly to the provided for each separate heating and cooling system. Temporarily operate LOW DENSITY SPRAY FOAM c ''`� N c Q o c Y c � m � » � a�. o cavi Where tlac batt is cut around obstructions,loose fill insulation 2015 International Energy Conservation Construction Code and the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer INSULATION, R VALUE IN t...- 4 _ ? i ° 3 L .O 'S L `J �'"� } I r r N U a shall be placed to fill any surface or concealed voids,and at the 2016 ECNYS supplement. The authority having jurisdiction shall be shall be max 70 F heating and 78 F Cooling. ACCORDANCE WITH ` �. I ° ° ° ° a °1.0:1; Rigid Foam or r ; 3 I N _ ; `w manufacturers'specified density. Where faced batt is used,the permitted to determine an energy efficiency program to exceed the HERS REPORT ' ; 1 I @ @_.a t ` w installation tabs must be stapled to the face of the stud. There shall be energy Y q Y Wood Blocking 1 ° ener efficiency required b this code. 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum g of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. as backdam TYP. ROOF CONST. - _� I - ,r' ' I o= no compression to the batt at the edges of the cavity due to inset ,; . a co - °- stapling installation tabs. All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy Diagrammatic. Duct locations drawings shall be provided by an approved third k. E .- E E efficiency, International mechanical code, international energy conservation code party using the Manual "J", Manual "S" & "D"submitted at CO. Roof underlayment �; .mss ^) `° `0 z ° � ¢" 1 0 o L N 2x CJW/ INSULATION i � � � �� �, a �. Insulation that upon installation readily conforms to available space and the 2015 ICC and 2016 NYS Supplement. Sealed t0 drip edge 8 N a•=_ 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 AS PER DRAWINGS -« �' ;r>I 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 OR HERS RATER Ceiling/attic The air barrier in anv dropped The insulation in any dropped ceiling/soffit shall be aligned with the and posted on a wall in the space where the furnace Is located Manual J Manual, S & D submitted at CO. Typ Fascia/ Itj ceiling/soffit shall be aligned with the air barrier. Soffit See SEALANT �''' '� "' ''''`!�' """ ''''" W insulation and any gaps in the air barrier 3. R402.1. Building thermal Envelope: meet the requirements of N1102.1.1 -N 1102.1.5 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine ,:;,,,r,a s,,,,,;,; ,o!",,, (n scaled. Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. air leakage by an approved third party (HERS Rater) using the Const. Dwgs r,r, ,- z „ „ „ „ „ _ manual J Manual ,"S & D submitted at CO. non-vented r 1} ` �1 J J if 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 2)' - rr nn 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. Q V shall be sealed. 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Typ. Exterior wall F Z Walls The 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. See Const. Dwgs W m plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal „ „ "Sill „ (� C or an approved third party using manual J , & D . � G 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 DUCT SEALING REQUIREMENTS sealed.Knee walls shall be scaled. Exterior thermal 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. OPTIONAL- RAFTER SEALING AT ATTIC EAVE Q installed in substantial contact and continuous alignment with the air through N1102.4.5 WITH SPRAY FOAM INSULATION -� barrier. 12. R403.6; N 1106.3(Mandatory) Mechanical ventilation Shall meet the requirements �.. Windows, skylights The space between window/door 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. shall be sealed. test results shall be signed by the party conducting the test. F 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. Rini joists shall be insulated. shall be sized according to the ACCA manual S based on building loads i Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain 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 Anhrr>�rd tar•d;>,�, CD above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor „ „ __, , .-�'`f combustion air. Factory built fireplaces shall be listed and labeled provided by an approved third party (HERS Rater) using Manual J , openon�rmuN CV � n�ae�.e �� o o Lu and Manuals"S"&"D" according to UL 127. N ♦- cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the o ' N p g 14. R404.1 (Mandatory) Lighting-A minimum of 75/o of permanently installed fixtures - ._ N Z underside of floor framing and extend from the bottom to the top of all must have high-efficacy lamps, Fuel gas lighting systems shall not have _ _ ___ _ T } r ---------- ----- --------- Q Q Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation insulation shall be W LLI perimeter floor framing members. continuously burning pilots. f}�-�- - � shall be covered with a Class I,black permanently attached to the crawlspace walls. t,,..0.2 c 4-sphere cannot Approved window fall prevention h 4"JinCov.' m > Q vapor retarder with overlapping joints f„ss Ihroagh devrc:e(conform to ASTM F 20.91)) W W U taped. Finished F'enr Height Shafts,penetrations Duct shafts,utility penetrations,and flue VENTS: R312.2 WINDOW FALL PROTECTION DIAGRAMS r shafts opening to exterior or unconditioned space shall be sealed. P3103.1 ROOF EXTENSION TOP OF THE WINDOW SILL SHALL Ti4" VENT TH RU Height AYIC'w E' Z 4" VENT TH RU OPEN VENT PIPES SHALL BE A MINIMUM OF 24"ABOVE THE FINISHED u e Narrow cavities Batts in narrow cavities shall be cut to fit and installed to EXTEND MINIMUM 6"ABOVE FLOOR AND GREATER THAN 72"ABOVE THE FINISHED IFinished . Iota the correct density without any voids or gaps or ROOF ROOF THE ROOF OR 6"ABOVE THE GRADE OR OTHER SURFACES BELOW ON THE H{,Igl'a I11 ():r E' f _. ,or narrow cavities sl><�11 be filled b ,' ANTICIPATED SNOW ACCUMULATION. EXTERIOR SIDE OF THE BUILDING.SHALL Finiahed Gr�tdr f=inished Floor compression, r h p y COMPLY AS FOLLOWS: v insulation that on installation readily conforms to the I ' P3103.2 FROST CLOSURE: H available cavity space. ' ' WHERE THE 97.5%VALUE FOR R312.2.2 WINDOW OPENING CONTROL DEVICES: Fq.y OUT-SIDE DESIGN TEMP IS 0 DEG F WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH " ►•VI Garage separation Air sealing shall be provided between the garage and i OR LESS.VENT EXTENSION THROUGH ASTM F 2000.THE OPENING DEVICE AFTER OPERATION F=it shed Gill conditioned spaces. I _ ; � „ A ROOF OR WALL SHALL NOT BE LESS TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO I 2" I _ 2 THAN 3"IN DIAMETER. ANY INCREASE FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE N Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thernal 1 .y I `;"' ____ IN SIZE OF THE VENT SHALL BE MADE TO MEET EGRESS R310.2.1 Q� envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 2„ I 3 3q - NOT LESS THE 1 FOOT INSIDE THE rc� _____-___..---F--"j ; I THERMAL ENVELOPE OF THE BUILDING. ) .- Plumbing and Batt insulation shall be cut neatly to fat around wiring and I 1 �`T''� r o wiring plumbing in exterior walls.There shall be no voids or gaps or compression where cut to fit.Insulation that on 3" STALL 1 U installation readily conforms to available space shall DW Sink ' TUB/ WC SHOWERI-AV LAV I LAV WC STALL ~ `t extend behind piping and wiring. WM SHOWER SHOWER CERTIFICATE ( MANDATORY) N1101.14 (R401.3) 1)r ►�-ra > M Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be I I U 04 o A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE MM ,. '� °O exterior wall showers and tubs shall separate them from the showers and insulated. 1_1/ h+^� - 1-1/211 1- /2" BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE FD tubs. FIRST FLOOR I I ® ,' FURNACE IS LOCATED. Ct Electrical/phone The air barrier shall be installed behind electrical or ' 2„ 311 2„ i 3„ 2„ THE CERTIFICATE SHALL LIST THE FOLLOWING: w � � box on exterior wall communication boxes or air sealed boxes shall be installed. HVAC register HVAC register boots that penetrate building thermal 1 3" I R-VALUES FOR CEILING/ROOF, WALLS, FLOORS O boots envelope shall be sealed to the subfloor or drywall. I I FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC), AND DUCTS. 'CSR AC Concealed When required to be sealed,concealed fire sprinklers shall5 sprinklers only be scaled in a manner that is recommended by the I U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. manufacturer, Caulking or other adhesive sealants shall not 1 ! LAV be used to fall voids between fire sprinkler cover plates and ; WC RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. walls or ceilings. 1 I 3 ' BASEMENT ' 1- /2" TYPE AND EFFICIENCIES OF HEATING, COOLING, IC = insulation contact. I � �. 0190,o a In addition, inspection of log Walls shall be in accordance with the provisions of ICC-400. C 3" 4" FAI WATER HEATING EQUIPMENT.CO FOF NEI! 0, 3„ CONNECT TO A NEW SUFFOLK COUNTY DEPT. OF HEALTH APPROVED SANITARY SYSTEM. PLUMBING RISER DIAGRAM 33'-0" LADDER&STEPS R310.2.3.1 8'-3" 8'-3" 8'-3" 8'-3" TYP.COVERED BARS,GRILLES,COVERS R310.4 PORCH FOOTING BARS,GRILLES,GRATES OR SIMILAR WINDOW WELLS WITH A VERTICAL TYP.DECK FOOTING _ ___ __ __ SEE DETAIL DEPTH GREATER THAN 44 INCHES SEE DETAIL ON DWG-2 - --- ON DWG-2 DEVICES ARE PERMITTED TO BE PLACED SHALL BE EQUIPPED WITH PERMANENTLY -`'-'' — — — -*- OVER EMERGENCY ESCAPE AND RESCUE -'— - - - '- '— OPENINGS PROVIDED AS FOLLOWS:NET WITH THE WINDOW IN THE FULL OPEN AFFIXED LADDER OR STEPS USABLE 2-2x10 P.T.GIRDE14 ` ; ` ; 2-2x10 P.T.GIRDER ;�-::' �; ;�_ ::l_+; ,_,� , �__, � _ CLEAR OPENING SIZE COMPLYING POSITION. RUNGS SHALL HAVE AN WITH R310.1.1 TO R310.2.3 AND SHALL INSIDE WIDTH OF AT LEAST 12 INCHES o BE RELEASABLE OR REMOVABLE SHALL PROJECT AT LEAST 3 INCHES ( Y Floor System FROM THE INSIDE WITHOUT THE USE w `� Y OF A KEY,TOOL,SPECIAL KNOWLEDGE FROM THE WALL AND SHALL BE SPACED 14'-3Y" I 10'-11" o aU w l NOT MORE THAN 18 INCHES ON-CENTER o Ua OR FORCE GREATER THAN THAT REQUIRED VERTICALLY FOR THE FULL HEIGHT OFcxl 00 In FOR THE NORMAL OPERATION OF THE THE WINDOW WELL. w iv N ) ESCAPE AND RESCUE OPENING. in ' 2-2x110 P.T.GIRDEf ' . �. ' .'`� 1 2-2x10 P.T.GIRDER `. 1 1 I 1$L L� - - - --�' t 1 —�- '�T'' - — - — - — - -�"-1-0�-'1- - — - — - — '' � 3 1 TOP OF 1/2' Gyp.Bd Clg. , , , - — - — - — 1 CONC (MIN CLG HEIGHT: 7'-0") DECK LATERAL HOEDOWNS •- ---• :_____: ;...... ------ - __I_ DECK LATERAL HOLDOWNS o ONE WITHIN 24"OF EACH END — - — — - — ONE WITHIN 24"OF EACH END AND TWO SPACED EQUALLY WINDOW WELL R31023. AND TWO SPACED EQUALLY Ground slopes TYP.DECK LEDGER o o I ALONG DECK-REFER TO HORIZONTAL AREA SHALL BE ALONG DECK-REFER TO Y = Y away from wall SEE DET ON DWG 2 �+ � DETAIL 11 ON DWG-2 @ E;% MIN 9'-0"SQ FT.WITH A DETAIL 11 ON DWG-2 __ __ ____ U v l HORIZONTAL DIMENSION ; OF MIN 3'-0"TO ALLOW FOR ; ; LU N ti TYP.DECK LEDGE N Cn 00 F_ EMERGENCY ESCAPE AND I 1 O SEE DET. ON DWG 2 p Fire-Blocking,continuous @ ceiling level RESCUE. COVER PLACED I 0 0 and horizontally at intervals not exceeding OVER OPENING PER R310A (2)ANCHOR BOLTS — — 7Z 10 feet o.c. R302.11 thru R302.12 BILCO SCAPWELL OR EQUAL IN EACH CS-PORTAL r — I Damproofing EGRESS FRAME WALL ABOVE l 17�13D52 _ 1 SECTION-SEE ---------- - ------ DETAIL 3ONPIG2 --------- --- ------------ -------N ----- ------------- ------ 48X48 SLIDER-------------- foundation wall ' -------------------------- concrete -------- ---------- - ; 1 1 (3)1-3/4"x9-1/2"LVL ------------------------------- - -------------------- -------- ------------------------------ --. I Treated wood stud framing 24"to max ; MAX. FLOOR TO I 1/2"PLYWD SOFFIT -1 11 non-bearing top and bottom plates 1 SILL HEIGHT:44" SIMPSON DTT AND R-30 INSULATED ' OR 3-1/2"metal studs @ 24"oc ' HOLDOWN SIMPSON DTTZ2 ; ALLOWABLE OVER HANG 00 1l2"air space HOEDOWN ; o LOAD: 1825 LBS I ov o Q ALLOWABLE _ = co 1-11 BATT P BD ' ' I �J"'1 3-112"R-11 un-faced batt insulation � LOAD: 1825 LBS , ® "e— 1/2 M.R.GYP BD EACH SIDE `r° � ; � LL1 �J J 1/2"moisture resistant wall board ; 23'_711 I I ' 1 1 O ---^-'��vapor semi permeable latex paint finish 1 ' _ 1 1 IO oo � 4"concrete slab with carpet/tile floor in bathroom � N I � u, w ; ; x 1 0 'o •o 1 1 a M 0 = O 1 I zo 0 M W `0 LL LL -LL 1 1 ' li' e s �. Q X , ap , m m ti TOP o ' '� n ^ iz I` > ' Q °O OF SLAB ; 0 I -' I 1 I C) r 1 1 L0 o ' in ,t, r , ; jZD U) 1 -7 I - � I F- p v " OFAN 1 m 1 1 ,� 1 E. 1 1 N 'n I 1 1 p O y 3'0" 14'-0'/2" 15'-8 '---- ---• ' m m'= ` o a 15'-8/" 15'-8" i ; t 0 w E ) 0 a a Lm L Vl to V TYPICAL FINISHED WALL a@ BASEMENT � o � o � = r 8.0,. ' •--- --pOT •---- --• .------� 1 I o= m a o y m m 0 I OPENING , I I , " , 1 I U � o o `o SCALE: 1/2" = 1'-0" ------ co - 'D (3)1-314"x 14"LVL i ' ABOVE � ; ; x 14"LVL I ; i C `o (3)1-3/4 , ; (3)1-3/4"x 14"LVL E g U 0 ' _---- ------------- % +---------------------------------- -�----�- _,_--_--- ------------------- ----- i ao m m c o » 0 aY o ----- ; fOST POST 1 STI POST ' -- , -� --------------------------- ------ -� 1 3 m 0.� 3 1 1 N L U1 Q .�, 0 _0 U O ' Beam Pocket (ty ; ; " _ �- FIN. BASEMENT '--------ABOVE ABOVE I VI ABOVE ;_ _ steel shims as re d � " _ s N I -���---' TYPICAL INT. FOOTING/COL CONCRETE FOUNDATION WATER-PROOFING _--- 1 c a D - 1 1 ,n 01N•- 1 11 11 11 I9.0 C C I BASEMENT SLAB-4" ' ' 36 x 36 x 12 THICK 1 1= L s B ,° N v 3 L CODE SECTION R-406 CAST-IN-PLACE SLAB ` _ C 2 ° ° CAST-IN-PLACE CONCRETE o E o C'° 0 m L I TYP ON 6 MIL VAPOR BARRIER U I ' ' x 0 0 CoL G E °.0 0 a F FOOTING W/344 EA WAYM 15En 1 Iz 'y '� — UI-0 CU C 1 I Q N r5 Z.0 Q U1 C 0 C 0 O O MINIMUM 4"SAND-GRAVEL POST &4" DIA STEEL COLUMN ' POST ; ;d o t c o E� w a a0i o v- E GROUP 1 SOILS. ABOVE IN AREAS WHERE A HIGH WATER TABLE OR SEVERE I a � 5 N co 0- E a o 982 SQ FT. FINISHED I v0 ABOVE I ' SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, - 1 ' PROVIDE WATERPROOF MEMBRANE EXTENDED INT.FOOTING/COL I U_I UNFIN. BASEMENT FROM THE TOP OF THE FOOTING TO THE FINISHED -" 24"x 24"x 12"THICK o '_ _I .4" CAST-IN-PLACE CONCRETE o o� ; CAST-IN-PLACE CONCRETE F- n -�' N SLAB INSTALLED IN co I o ; i o� I in o I ACCORDANCE WITH IRC U I p 2 GRADE. THE MEMBRANE SHALL CONSIST OF THE FOOTING&4"DIA STEEL I o , m o FOLLOWING: , COLUMN N I 2 SECTION R506 ¢ C 1 1 2-PLY HOT-MOPPED FELTS, 55 POUND ROLL ROOFING, o I X I ' 1 0 O v - ao I ¢ 1 1 6-MIL POLYVINYL CHLORIDE, 6-MIL POLYETHYLENE, � ® M, _ O (2)ANCHOR BOLTS , Z OR 40 MIL POLYMER-MODIFIED ASPHALT. THE JOINTS ; M o IN EACH CS PORTAL X Z 6 CIO I vl 7 FRAME CS-PORTAL IN THE MEMEBRANE SHALL BE LAPPED AND SEALED .------- co . " SECTION SEE I ; ; WITH AN ADHESIVE COMPATIBLE WITH THE ; 'tis I DETAIL 3 -S PG 2 ; WATERPROOFING MEMBRANE. SEE CODE SECTION Beam Pocket(typ) R406.2 FOR EXCEPTION steel shims as req'd M i (2)1-314"x91/t'LVL -- --� ----+- ------ --------� I 1 _ (3)1-3/4"x11-7/8"LVL FOUNDATION DRAINAGE - — - 1 1 1 1 I 1 I 1. 1.11 11.1 Ir II - d o ----------------------------- - -; �_ codesection R405 1 1 I 1 • 1--r „ dLo�E�;urabE�-it---• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r -------- ---------------------1 ; N UP 1 1 1 1 I I 1 1 It ,S' AI�F 11 11 11 " Q' •_— -——-——— - , ' ` 01 II 11 " ' f'7 I 1 1 1 1 1 1 I 1 11 11 11 11 11 11 11 iV ' ' SLAB LEDGE 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 11 11 M 1 1 1 1 1 When spaces below the finished grade „ „ I = I EXTERIOR PATIO SLAB are to be enclosed with habitable or � - - I 1 usable spaces, draingage shall be provided ,_______ _ _______________ __________________________________ s"4000PSlcASTIN PLACE SLABock g N o 0 I ' W/6X6 w1.4/w1.4 WELDED WIRE MESH fD , , in accordance with code section R405. ; ; FINISHED VESTIBULE I , 2x4 FRAME AROUND 1 ON GRANULAR COMPACTED FILL. o , Drains around the footings shall consist 2"RIGID INSULATION ON 1 ; ; N N W ; FDN WALL WITH TAIRCASE FROM FLOOR 1 PITCH SLAB AWAY TO DRAIN '� ' 1 1 -. " FD M.R.GYP BD. TO CEILING. TREATED SHOE CV d O of 4 perforated pipe. the top of open ' ; I 1 CV z 1 PLATE AND GYP.WALL BD 1 1 , joints shall be covered with strips of ; ; INSIDE FACE OF WALL MIN. ' ' ' ' �- ~ (A CIA ' ATTACH RAILINGS.HANDRAILS ; ' ' Furnace D Q building paper, and shall be placed on M 1 1 Furnace FOOTING 1 1 Q 34"-38"ABOVE NOSING. 1 ' EXTEND TO VIRGIN ' � � � W a minimum of 2 inches of washed gravel or SOIL DEPTH ; ; co W crushed rock at least one sieve size 1 1 UNDER STAIR PROTECTION: _ J 1 1 1 1 m "' Q R302.7 1.2"GYP BD SHALL ; ' 1 1 LU 1 1 r^ larger than the pipe joint and covered ; BE APPLIED TO UNDER ; ; ; ; ; ; LwL W U STAIR SURFACES. ' , with not less than 6 inches of the same 1 I .___-____ material. If _ Exception: Adrainage system is not required ' ------------ ---------------- -------- -CO 1 1 , L ..I when the foundation is installed on well-drained = a 21'a'rz' CD ground or sand/gravel mixture soils according N , 8 �R_30 INUSL ' 8 1/2"PLYWOOD SOFFIT to the Unified Soil Classification System, I Group 1 Soils, as detailed in Table R405.1 In v rn UNEXCAVATED MAINTAIN REQUIRED SEPARATION The International Residential Building Code. 1 1 0_0 TYPICAL GARAGE SLAB ; U� 4" CAST-IN-PLACE SLAB ' DISTANCE FROM ALL HEAT ' PRODUCING EQUIPMENT TO a-� W/6X6 W4.0 X W4.0 WWM ' ' ' ' o 1 COMBUSTIBLE MATERIAL AS PER N PITCH SLAB-1/4"FT TO 1 , 1 I n E MANUFACTURER'S SPECIFICATIONS 0 0 GARAGE DOORS ' ' .0MD AND LATEST MECHANICAL CODE. NOTE:PROTECT UNDERSIDE OF ' � ; Mechanical Systems U ENGINERED "I"JOIST WITH THE i i ; THE MECHANICAL-HVAC SYSTEMS 1 N ACCORDANCE WIDTH PDART V INSTALLED ¢ Z O FOLLOWING PER IRC CODE 302.13 ' ' 1 1SHALL BE ` I ' MECHANICAL OF THE IRC 2015 �,/ F---I .--1 FIRE PROTECTION OF FLOORS: � , , w 1/2"GYPSUM BOARD ON ENTIRE N 1 ._______ ' ' CEILING ABOVE BASEMENT ------------------------------ ------- ATTACHED TO THE UNDERSIDE ' I p OF THE JOISTS. (2)ANCHOR BOLTS ------------------- ------------------------- -------------------- "� blJ � � IN EACH CS-PORTAL L — — — — — _ — — R302.13;FIRE PROTECTION OF FLOORS: TYPICAL FOUNDATION - (9'-0" WALLS ) FRAME WALL ABOVE IN ACCORDANCE WITH IRC CHAPTER 4 SECTION-SEE �y/ cC EXCEPTION:#3. DETAIL 3 ON PG 2 1. THE AGGREGATE AREA OF THE 8" CAST-IN-PLACE WALL WITH UNPROTECTED PORTIONS DOES NOT HORIZONTAL REBAR: One#4 bar within 22'-8'/2' 23'-11'/" 15'9" ptE A& EXCEED 80 SQ FT PER STORY 12 inches of the top '(� Cys VERTICAL REBAR: PER IRC TABLE R404.1.2(8) 62'-5" 2. FIREBLOCKING IN ACCORDANCE WITH ** SECTION R302.11.1 IS INSTALLED ALONG #5 @ 41 inches on center. THE PERIMETER OF THE UNPROTECTED ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, ,- „ PORTION TO SEPARATE THE UNPROTECTED 2 -2 x 6 ACID SILL PLATES, COPPER TERMITE 9'-0" FND WALL HEIGHT TYPICAL ANCHOR BOLT - IRC R403.1.6 PORTION FROM THE REMAINDER SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND MAXIMUM SPACING: 1/2" @ 72" O.C. 4 OF THE FLOOR ASSEMBLY. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP FOUNDATION PLAN EMBEDMENT OF 7" WITH NUT & WASHER. FOOTINGS 1V TO 2H. SCALE: 1/4" = 1 -O�� 2 BOLTS PER PLATE AND HOLD AT LEAST '9T OF NE`NyoQ PROVIDE FIRE BLOCKING IN ONE BOLT - 12" MAX AND 3-1/2" MIN OFF 0, ACCORDANCE WITH R302.11 ENDS OF PLATES. OF THE IRC RESIDENTAIL CODE. 10'-10" 10'-10%" 01 14'-31/2' 10' 11" 7'-11" 0" 20'-31/2' T — — — ----------- — — — — — — — — — — R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed Pre-Fab/ Factory Built Fireplaces draft openings (both vertical and horizontal) and to form an effective fire barrier In accordance with IRC code chapter between stories, and between a top story and the roof space. Fireblocking shall I 6x6 POSTS be provided in wood-frame construction in the following locations. 10, factory-built fireplace inserts shall be UL listed and labeled and shall be I I 1. In concealed spaces of stud walls and partitions, including furred spaces and installed in accordance with the eVER1 parallel rows of studs or staggered studs; as follows: conditions of the listing. Factory-Built I fireplaces shall be tested in accordance o --DECK- 1.1. 1.1.Vertically at the ceiling and floor levels. with UL 127. Hearths shall be installed in I I 1.2. Horizontally at intervals not exceeding 10 feet. accordance with the listing of the I j Fireplace & in accordance with IRC code I o 2.At all interconnections between concealed vertical and horizontal for Hearths & Hearth extension. 1 spaces such as occur at soffits, drop ceilings and cove ceilings. All Fireplace shall be equipped with an I I 3. In concealE:d spaces between stair stringers at the top and bottom of the run. exterior air Supply. Exterior air ducts I I Z Enclosed spaces under stairs shall comply with Section R302.7 shall be UL listed. Factory Built Chimneys -- shall be in accordance with IRC code chapter U 4.At openings around vents, pipes, ducts, cables and wires at ceiling and I L P p 9 10 Section R1005 Factory Built Chimneys. floor level, with an approved material to resist the free passage of flame v TW3052-2 I 10' and products of combustion. r. _i — — — — — — — — — — — - — —TVFI— o — — ! — — — — — — — — — — a 12 T M59 5. For the fire'olocking of chimneys and fireplaces, see Section R1003.19 TW3o52-2 N c o 0 6. Fireblocking of cornices of atwo-family dwelling is required at the line of N I BRKFST I .. dwelling unit separation. I o 14'-0" Roots FLAT CLG I D 10'-0" 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral @ I I W V�/�J .J wood or glass fiber installed securely in place or 1/2" gypsum board. 1 0 0 11'-10" O r` 10'-73�,, j v/ Z SIMPSON DTTZ2 Bedroom #3 I O O L I 42"HIGH HALF LL UL LISTED G 9'-0"CLG HT ALLOWABLE LE LOAD: 1825 LBSI `D SHELF PRE-FAB FIREPLACE GUARD RAIL NOTE: Plumbing Note: I Bedroom #1 HEARTH EEXT NSION I O • I Porches, balconies or raised floor ALL PLUMBING SYSTEMS SHALL BE 9'-0"CLG HT AS PER RESIDENTAIL L � CODE-CHAPTER 10 1., � O �V J INSTALLED IN ACCORDANCE WITH o surfaces located more than 30 inches PART VII OF THE IRC&NYS UNIFORM VENT TO EXTERIOR � I above the floor or grade below shall CODE SUPPLEMENT 1 o LIVING ROOM T-0" 1..n n 1. �r•/ I have a railing not less than 36 inches � ° � � FLAT CLG in height. Railings shall have Top rails and I KITCHEN � - Balusters and Bottom rails that are Electrical Note: j € FLAT CLG -----, `` "' @ 1o'-o" In i j E,o NO MORE THAN 4 INCHES APART. ALL ELECTRICAL EQUIPMENT @ 10'-0" y EXCEPT: the traingular openings formed AND WIRING SHALL BE INSTALLED j ; — .1 0 0 ._ by the riser, tread and bottom rail of the THE IRIN �RA MINIMUM OF 75 o PDANCE WITH PART IF ll OF j o I � w C � a 2 s Guard rail alt the open side of a stairway PERMANENTLY INSTALLED FIXTURES "' 2' 6' 6" 2'-0" 21'_7.. 2'-4" o 70� o, ° o 0 2 T 4'-0" are premitted to be of such a size that a MUST HAVE HIGH EFFICACY LAMPS. I CLOS o I 0 c a o Cc: 0 6 inch sphere cannot pass through. K26"' 4'-9'/z' N -10" 3'0" 00 _ .0 C w L o3,�.. M �'o.o �� ooMechanical systems IO en sides of stairs with a total arise of THE MECHANICAL SYSTEMS SHALL Q o 2 ,� a�M „ I aiL 0 °g Lca Oop BE INSTALLED IN ACCORDANCE WITHmore than 30 inches above the floor or PART V&VI OF THE IRC. WALK IN O POST 11'-2'/z @ �' = m 3 rade below shall have wards not less — _ — _ — _ — _—_ _ — —_ _— _—_—_ — — _—_—_ — — _ —_ _ _ 0 a� g g ALL MECHANICAL SIZING PER ACCA 1 o CLOSET TYP _ _ o o a"i ° °c a C. L than 34 inches in height measured MANUAL"S"BASED ON LOADS ICo._ CALCULATED PER ACCA MANUAL"J" — O f a m _ u,• ` vertical) from the nosing of the treads. z }�\ ; ° ° Y 9 DUCT COMPLIANCE WITH MANUAL"D" o 8 0" 5'-8/" 4'-11'/2' / L g -`° N- 3'-0' 210" 21-3/' 1 yQc5 - ° `L ° c � o /z" 3/2' is 1 2'-115/x" : F0'roc °? c � u.2 R303.4 MECHANICAL VENTILATION. v I iv N ca En SCO 9' Clg Ht °� "' I I © c c I m '�- 4` rLii c 0 m o DWELLING UNIT SHALL BE PROVIDED _ _ _ _ _ _ _ _ _ _ _ u o L ` - - - - - - - - - - H- - - - - - 1 o L c CIL m o Cc STAIR HANDRAIL NOTE: WITH WHOLE HOUSE MECHANICAL I ire I °P �- v �m a 0 CD 0 E $ o a VENTILATION IN ACCORDANCE WITH 8'-0" 3'-4" - - — - - - - - - - - - - - - - - - - - - - - - - - - oo � C° Provide Handrail on at least one side SECTION M1507.3 - — — — — — — — — — — — — — of each continuous run of treads or flight I Cl) 31/2" fan 13-7'/z 2 T-8" 2'-6" - I 1i s' with FOUR OR MORE RISERS. I fan / \ ® �" 2 0 I 2'6 q , Handrail Height measured above 7' 0" 21'-31/2' 3'4" '� 11'2'/" 1 I ® En stair tread nosing, shall not be less than , .. 34 inches and not more than 38 inches. I °/11'-7'/" 3'-4" o-`-" - 3!�I__. I 31/2' ® N All Handrails shall be continuous the full o 5�/z 31/2' r" -o I 12'-7'/2' I 7'-8" I fan length of the stair from a point directly1 74 0 above the top riser of a flight to a point 1 j� 0 2'-8" � ' CEOs directly above the lowest riser of the flight. M I / ( \ I I N I /2"l0" I Handrails adjacent to a wall shall have a � ' Ln N , DINING RM Ln MASTER +� VENT CLOTHES DRYER I I FOYER ' 2'-4" space of not be less than 1-1/2 inches o Z BATH IN A CORDANCE WITH = between the wall and the handrail. F , CHA�ER 15-CLOTHESU) I I I N FLAT CLG - — J M see IRC code for exceptions. Refer to I DYERS XHAUST. � IRC Code for grip size specifications. @ 10 0 I I 12'-2" l 3' 10" 3'-10" I �I ' ° I I 01 3' ,. LIN 3-11°/"" 0 3 co AREA SCHEDULE 1 , CL I M( I I U) BEARING / ) .__ CD NAME AREA JN 1 4'4" I j c \ ---- -- Tw2852-3 FIRST FLOOR AREA 2402.9 sq ft. I TRANSOM ABV ` M '/ M O N M CW235 IN DORMER �/ \� I O O GARAGE AREA 466.2 sq ft. j I ICl) a I �N 04 o 0 -----\ COVERED I M N N 1 ---2`8--- PORCH Z / I c�i O \ O Smoke Detector I ' I ---_--- _, MASONRY j > ti W Carbon Monoxide Detector ------- � o co Refer to DWG-1 General Notes N III INSULATED soup CORE '/ I Bedroom #2 I ui In accordance with Section 915 of the ---- I STEEL DOOR,SOLID WOOD �_ — — — — — — — — — — — — — — _ _ _ _ _ _ / I 9'-0"CLG HT 1 m U DOOR(MIN.1-3/8"THICK)OR — - - - - - -- \ W W 2015 IFC as amended by the NYS I I � � I uniform code supplement i I ; 20-M NUTE FIRE RATED DOOR. i ' LL 0-1 (q I EACH WEATHER STRIPPED -' 10" I ; W/SELF CLOSING DEVICE. NI 13'-1 V 11 I ( GARAGE ( I R312.2 WINDOW FALL PROTECTION NOTE: W , DWELLING GARAGE SHED DORMER ABOVE 1 Cr 0 ; _ SEPARATION IN 1 L N O ----------• ( ACCORDANCE WITH ? TOP OF THE WINDOW SILL SHALL I _ ¢ ; -- ; IRC TABLE R302.6 I BE A MINIMUM OF 24"ABOVE THE FINISHED o I o ti o w _ 3 '=a ' SEE DWG-1 FOR TABLE N — — , o iv I p z g , a G-0' INSULATE WALLS I 1 �✓ FLOOR AND GREATER THAN 72 ABOVE THE I I ,r, ..___,-______-_. I COMMON WITH LIVING 9 Tw2s52-2 ~ FINISHED GRADE OR OTHER SURFACES 1 M� BELOW ON THE EXTERIOR SIDE OF THE I U_ ; I AREA 9 BUILDING. SHALL COMPLYAS FOLLOWS: I I °o ; R312.2.2 WINDOW OPENING CONTROL DEVICES: I co I I rn WINDOW OPENING CONTROL DEVICE SHALL I I ; COMPLY WITH ASTM F 2000.THE OPENING Z � DEVICE AFTER OPERATION TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 N I ; I I H r �ct11 -------------------• 21'-9/z' Cn WINDOWS, EXTERIOR FRENCH & SLIDING DRS N I5/z I pQ o Plans indicates ANDERSEN series 400 Tilit WashCIS N Model Numbers and shall be In accordance with IRC R609 L — J o To be designed & installed as per manufacturers — — — — — - - — — — — — — specification for 140 ultimate design wind speed TW3052-2 A and IRC Table 301.2/2 301.2/3 T-0" 8'-s'/z' 7'-0" D RC'yi 1 �� \ 2'-8" 3'-81/2' 3'-8'/" 2'-8" Provide HP LOW-E4 glass; U = .30, SHGC = .30 oy EGRESS: shall meet R 310 22'-S'/z" 23`11'/= 12`9" 3'-0" ,t� WINDOW FALL PROTECTION: shall meet R312.2 Substitutions made upon meeting Code. 62'-5" , - See page one, general notes for additional s� code requirements. REFER TO DWG-6 FOR ROOF FRAMING 9'-0" PLATE HEIGHT 1 01 0 y�Q AND WALL BRACING PLAN 1ST FLOOR PLAN SCALE: 1/4" = 1'-0" 621-51v 37'-3/2" CO[JI1 1.1OLMLYTHE-�7HED ER;C:ED-1-%='LL LIHE CC T.k. vp on - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E E -ILL - - - - - - - - - - - - - - - - - - - - - - / °° 9 - - - - - - - - - 9 _J _J 4 oo 1 03 1-01' co 1 140-31/211 1 1 24'-6/2" 1 151-711 41-011 ol HOLD- DO-`,fl Ix x ..1 EL DE LL PLNEL s�T 0 0 C� I I F T M 0 EI1D OF 133R.�.CED'%`.�-Ll_UIJE 41-33/411 T-8 5/3t" J 4'-0" t2'-5" o 0 E1,7C=C�A�E-2�.V-'LLJ%E dw 41-011 (0 60 END CONDITION I END CONDITION 2 �Ll[E ':7 - r :: Tr�; �i L✓S ET-E: L CM C f POST 0 LVL L) 11 L) It 6 1-0 I %. z 04 00 x X C14 2-2x8 C14 CS_WSP 5'-3 23/32" '_2 11/16" < 2x8 CdILING JOISTS a 16"o.c. CD C) 77777 x z Z BRKFST ROOM C� cli 10'-0"Clg Ht F E L _H - - - - - - - - PET,= 1 it r- - - - - I M C) C BWL 1-1 CS_WSP CS P S-WSP cs-WSP, U 11 BP-C E C --LL P E Lr. 1;:FST2=-'::EC j r BWL 1-1 C) 4;7'El,�r. 0 F Sw-CE Llri E %'.-.LL :,EL --------------------F- ��:-_ I --F----- ---- ------ _C-^C...,F r- (3)II-3/4"Xii-7/8"LVL FLUSH F q W W END CONDITION 4 (2)1-3/4"x 9-1/4"LVIL END CONDITION 3 (2)1-314"x 9-1/4"LVL 3-20 3-?x8 i I C S S E-.T� SIMPSON DTTZ2 U) z 0 HOEDOWN REQUIREMENTS x ALLOWABLE N LOAD:1825 LBS C� SIMPSON DTT�/2 Return panel: 24" for braced wa'! lines sheal.,lied wth HOLDOWN 0 0 wood stfuctu,a! Panels ALLOWABLE n LOAD: 1825 LBS 2x8 Rafters a 16"oc 32" for braced tiara" lines Sheathed w'Ti KITCHEN F, FRAME OVER s lruct1jra' f be-board 10'-0"Clg Ht GABLE 0 C3 Distance D: 24" for braced wa" lines sheat w1h 0 0 ry 0 En zo 0 wood structural Panels U , P L) f Bedroom#1 1 (0 0 Zo 0 k 0 32" fo,, braced wa" I"nes sheathed w:tli 0 LIVING 0 0 9 -P 0 9-4-Cig Ht 00 ROOM U) @ 60 structura'f berboa,d I P zo 0 Nr , ao zo -)Co Bedroom#3 10'-0"CIg Ht @ T' E 00 of - @) I 1 0) co 'T I,_ 0 0 00 C14 W .�2 rn 9'-0"CIg Ht END CONDITION 6 Hold-down 800 Ibs cac)acitv fastened to the edge of the co u- E.0 @ U_ CL T Cn tn < tm < 5 r device: braced wa6 Panel closest to the corner and Cn I - M 0 00 Cr U) 0 --) - Of 0, 3. 1 to"lie foundat:;on or f'ccr f-ani;ng be�ow U_ -T) 0 M d) 0, 0'd) S 8 ?i 21 a-- 0) LL_ •W 0 ------ C U) C Co r 1 0 C) :6-�5 E 00 CD For Sill: I inch=25.4 mm, I foot=305 mm, 111)=4k45N 0 0 N >< 0 C'J -'T 8 0 0� , X 0 L) CK - C'i C14 20. - x X FIGURE R602.10.7 x C) 04 00 x t (0, (.1) 2_ 6 C14 x X 04 -.0 END CONDITIONS FOR BRACED WALL LINES x N .52,C 0 C) R' x 04 x 04 - C\1 C\1 le 00 WITH CONTINUOUS SHEATHING icu 2 u.' 8 a a):E '�i -E 3. 0 BEARING 4'-9 19/ 2" -0- WALL 8 24:- '-" t BEARING C: CD CLG IST G•G 'it- 10 0- - o E 2-2x10 ABOVE WALK-IN BWL 1-2 31-411 S FLUSH t.2 E 2'6 cc, x L------m'� ---- ---------- ---------4----------- --------- - -----------------------L-----IL-- ------ ----- ----------------- ------------------------ D ru "�:3 W En - - - - - - - - - - - - - - - - -� - � = 1 2 2' - C:0 r- ---------- ------------ , ? < r:: 0 a 0 0 I co-;:� a) (2)1-3/4"x 9-1/2"LVL FLUSH (2)1-3/4"xl 1-7/8"LVL DROP w c n.E'ffi E 2 21'-3/2 ol ------- 0 =1 X U 0) cc 0- H M E L 0 0- N C14 1 -1-3/4"x 12"LVL RIDGE BM BRACED WALL PANEL IPOST 2-2X10 2 K 91 RIDGE FLUSH (3)1-2L/4:x11- 718"LVL DROP zo PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-A I-B I-C 1-D 8'-0" TABLE R602.10.4 page 185a- 6-91/;�" BRACING METHOD CS-WSP GB CS-WSPIGB CS-PF CS-WSP CS-WSP GB GB CS_WSP co I f ZD BRACING LENGTH 18 18 15.7 9.5 21.66 14.66 24.5 24.5 15.6 L) k C.) 20 U) P BEARING RAFTER 0 0 0 (D (.0 WALL ABOVE 0 co 0 T1_ x 0 MASTER C\1 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 48" 27/48" 32" 27" 27" 48" 48" 27" 00 BATH T 0 C� -------- - - ca) 9'-0"CIg Ht UD to 1 0 0 6j�\ to Cl) @ - @ Cn TABLE R602.10.:(1)Page 180 REQUIRED BRACING LENGTH(FT) 5 10 5.8 2.5 4 6 6 4.6 0 a) on '0 Lau TABLE R602.1 0.13(2)Page 181 WIND ADJUSMENT FACTORS a,b,c Cn DINING RM U_ x BEARING 17'-1.5"Cig Ht CD C) 0 WALL M C" C) x 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 x 00 N C) 2x10 Wafters(ED, 16"oc 16"oc KNEE WALL x C) `* I co T_ -2xl 0 RaTters WALL cc x FOYER S-WSP 2. ROOF EAVE TO RIDGE HEIGHT 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 x x 9 1 X C14 SLOPE - SUPPORT RR 04 a, J % CD -11, ROOF BEARING 16"oc BEARING DORMER C� 2x8 Ceiling Joid (a 9'-0"CIg Ht 3. WALL HEIGHT 1 1 1 1.1 1.1 1 1 1 1 co 2x4 Collar tie 5-,,1& cc C� Z) W WALL ABOVE co I I - I co , a- 0 1.45 1.45 1.45 -01 %1 U_ 00 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.45 1 2 41 _J 0 BWL 1-3 rl� Bedroom#2 ----------------------- ------ --------- ------- ----------- ------------------- -A------\ -- - ---- ------ - -- ----- ----- ---------- 5. ADDITIONAL HOLDOWNS I j T117------ CD CN 6. GYPSUM BOARD OMITTED C) 00 cs-wsp SHE DORMER C%J x CS-WSP CS-WSP C� CNT 0 7. GYPSUM BOARD FASTENING N / _2x10RJe'rs(@. 16"oc z % 1 .31-21/811 1 : W RESULT REQUIRED BRACED WALL LENGTH(FT) 8.8 12.3 10.2 4.8 11.6 6.4 9.6 9.6 7.5 '0 T-10" 2x8 Ceilin-glibist 0. 16"oc 6 < I LLJ Cn 41� u_ 2x4 Collar t1d(D. 148"cc TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) L? U) (0 GB MET lu ,/ > < PER PLAN BRACING LENGTH PROVIDED (FT) 20 21 28.75 5.3 14 16 42 34 16 1 - ----------L----TSFJLf_PE�02.10.4 LU W C) 7"0.C.ATi PAN E L EDG ES (2)1-3/4"xl 1-7/8"LVL U_ U) I I Of INCLUDING TOP AND ------------ -------- Y Y Y Y Y Y Y I I COMPLIANCE YES/NO Y Y BOTTOM PLATES,7"IN FIELD ALL HORIZONTAL JOINTS - - - - - - - - - - - - - -- - - - - BLOCKED AND a.Linear interpolation shall be permitted W BWL 1-4 b.The total adjustment factor is the product of all applicable adjustment factors. FRAMING:CCNNECTIONS a. --------------- -- ---------------- ----------- c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines AS PER DETAIL 2 ON DWG 2 --------- ---------- 3: provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. C" Ch 1 00 12x12 CEILING i JOISTS (cD. 16"o.c. U) L) ABBREVIATIONS; BWL=BRACED WALL LINE, �vl solid bridging 8'-0" cc TYP 9 BW=BRACED WALL, BRACING METHOD CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL 2x4 Collar tie @ 48" cc . Z= :2-zxts CS-PF CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION I c:z CS-WSP CS_VVSP CS-WSP CONTINUOUS SHEATHING to 2-`C_LGJST_i L WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 1 15 C -SL - - - - 4- I M_P-0 2-CLG JSTS CS-P F CONTINUOUS SHEATHING -7 21-811 71-5" 21-T PORTAL FRAME D ETAI L 43, DWG-2 0 GB GYPSUM BOARD I LL 2x10 Rafter 16"ac ,s 0 16"oc cl� 2x1 0 Rafters I@ BRACED WALL NOTES: V 1 i x .�: REFER TO DETAILS ON DWG-2 NM124 1 0 FOR HOLDOWNS,STRAPPING,BRACED 8 00 WALL DIAGRAMS AND DWG-1 BWL 1-5 CONTINLIOUSLY SHEATHED CD FOR NAILING SCHEDULE. ALL BRACED N --------------------L--- ---------------PORTAL-FRAM&SS&DET3 -------------------- 8 I WALL PANELS SHALL BE FULL-HEIGHT ---------Od DWG-2 AND Cz SECTIONS OF WALL WITH NO VERTICAL u_ FIGURE R602A0.6.4 U) C' � OR HORIZONTAL OFFSETS. 9 C? _(2)1-3/4"x11-1/4"LVL z 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH CS 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 NCS_WSP _WSP 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 ;_J L _J 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE < T-O" 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL T-011 SHALL BE OFFSET NOT MORE THAN 4 FEET 'L : THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH 4'-011 4'-0" 20'-1'/2" 151m7l' 4t-0lt 16 END OF A BRACED WALL LINE 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEETAS PER FIGURE R602.10.2.2 ROOF FRAMING AND WALL BRACING PLAN EAW-41105 SCALE: 1/4" = 1'-0" IFF1�Fl 12 12 12 12 Z U — — _ Top_of Plate z Z z C) �J^ q W VJ cl) z0 [�J] Ll L=Lj L=j o0z o. — :�- Top of Subfloor O Top of Foundation IE'N I I I I I I I I I I I I I I I I N m m °>> ao m I I oc wE °oy ° Ow I I � ° oc � .wa NO U C fA m C I I I I ( EMERGENCY ESCAPE fa6!c_n $02 �co °� aNion L o N C O °oAND RESCUE mo" 8 WINDOW WITH WELL 00. Y`o mfg ° c3 I — — — — — — _ _ — To�ofFooting- - — — — — — — — — — — — — — — — — — — - - — — — — — LCa��inw- o • 1110 .N L - C0 0. 3� o V C S p �� REAR ELEVATION 2=:NMS � E = �� y SCALE: 1 /4" = 1 '-0" °0 aE ° t0 U O L ` L F- c°) of m a' f- m E niS o n T P0FR00F— _ — _ — _ - 12 SHINGLE SIDING 3 5-1/2"TO WEATHER 12 12 12 12 SHINGLE SIDING 12 5-1/2"TO WEATHER 12- 12 1� MH 12 0 0 C:) N N CV I-- 0 M c/) o 0 <( Top of Plate Q M — - - - — — Lu 6j N W W U ll.. � (n e El V1 8 INCH HORIZONTAL HARDIE-SIDING MSI H _Top of Subfloor _ As NR R H Top of Foundation U Z O a FRONT ELEVATION I , I M I I I _ I I I U :° bb ° SCALE: 1 /4" 1 -0�� I I I ® cz Top of Footing - - - - - -�' — — II — — — — — — — — — — — — — — — — — — — — — �� ��'oEy / a Citi Fn u z �AqT �190�0 y�Q� FOF 81 / ASPHALT SHINGLES 12 7 ASPHALT SHINGLES SHINGLE SIDING 12 5-1/2"TO WEATHER 3 12 � 7 Q Top of Plate _ - - - - ry ASPHALT SHINGLES ® .. (nz0 00z n 8 INCH HORIZONTAL HAP,bIE-SIDING 1...� Top of Subfloor 0 Top of Foundation L� V J 717,L FTT I i I I I I I I I g `a� a'E E C CD ` i I m� a w _ z N env `ow =U 01`O U C O C_ y 0 ° C C � � O U N C O N I I I I I LEFT ELEVATION ��c." o B..oL8 L — — — — — J ( I L — — — — — J 11 — 1 11 I •°' a ° °,� m a ° c_ SCALE: 1 /4 — 1 -0 C y > Q O 0):E a 3 2_ II - - - — - - - - - C — -- -- I — — -- -- -- -- -- -- -- -- -- -- -- -- -- -- - ul - — — - — — — - - - - - - � LCdaU JUP C � _�B��O O wTop of Foogotin — — — — — — — — — — — — — — — — — — - - — - - - - - — - - - — - - - - L — — — — — — — — — — — — — — — — — — — — — — =U@ O wL ° oa 0 = y f0 U O ) N acaEco m-o ° ° 8w. L -cc TOP OF ROOF 12 12 3D � 7 12 � 3 7 12 � \° 12 0 LLJ0 a s 7 N N F- SHINGLE SIDING2�_6�� N '� 0 5-1/2"TO WEATHER r N Z N ~ Q Q W U) r VJ Top of Plate _ — _ — m > Q LU M T/1 r V1 r r M r Top of Subfloor _ — _ _ _ 8 INCH HORIZONTAL HARDIE-SIDING Top of Foundation42.1 -- � bno -0 RIGHT ELEVATION I L _ — _ — _ J I L _ _ — _ — J IQ SCALE: 1 /4" = V-011 Top of Footing — - — — � — — — — — — — — — — _ ] �- — — — — — — — — — — — — — — — (L — — — — — — — — — — — — — — — � — — — — — — — — — — — — — 8 — — — — — — — — — — — — — — — — — — — — r — .01 G� F `G,- �E`� CONTINUOUS RIDGE VENT RIDGE BOARD R905.1.2 ICE BARRIERS; RAFTER/CEILING JOIST HEEL SELF-ADHERED POLYMER MODIFIED JOINT CONNECTION BITUMEN SHEET USED IN PLACE OF SHALL BE NAILED 12 802.3.2 COLLAR TIES NORMAL UNDERLAYMENT AND TOGETHER IN ACCORDANCE 3 12 SHALL BE NAILED with 4-10d EXTEND FROM THE LOWEST EDGES OF WITH TABLE R802.5.1(9) � 2x4 CT @ 48"oc BOX NAILS IN ACCORDANCE ALL ROOF SURFACES TO A POINT NOT (SEE DWG-1 FOR TABLE) 7 WITH FASTENING SCHEDULE LESS THAN 24 INCHES INSIDE THE WITH SIMPSON H2AAT EACH EXTERIOR WALL LINE OF THE BUILDING. RAFTER TO STUD. ON ROOFS WITH SLOPE EQUAL OR GREATER IRC R806.3 THAN 8112,THE ICE BARRIER SHALLALSO BE MIN, 1"AIR GAP APPLIED NOT LESS THAN 36"MEASURED ALONG BETWN INSULATION THE ROOF SLOPE FROM THE EAVE EDGE OF THE i AND SHEATHING BUILDING i 2x4 @ 16"oc 12 12 BEARING WALL R-30C BATT 3 INSULATION 7 R-21 BATT INSULATION r > Top of Plate � Z Z WRAP HEADER IN ® ., AZEK BOARDS o Q b � VINYL SOFFIT ON FURRING STRIPS I FAMILY SCRE ED Top of Plate— W^^ V J 6 FOYER ROOM PORd v, Z O ENGINEERED O O FLOOR JOISTS� Top of Subfloor 0 L Top of Foundation_ o o coo LVL GIRDER : �� ♦^ b•` R302.13 FIRE PROTECTION OF FLOORS: PROVIDE 1/2"GYPSUM BOARD ON ENTIRE '. .° CEILING ABOVE BASEMENT ATTACHED C,..• eR 11 BATT TO THE UNDERSIDE OF THE JOISTS. fA o INSULATION Top of Subfloor .o .6 DRAPED ON ! — - - — M N Ld ; WALLS I d: m o. � C: 13 L2 UNFINISHED w m E L N °Y N'O ,., BASEMENT y .` e' O �.• C U f!7 Ol ,,�,L Q C L O TYR BASEMENT SLAB Top of Footing _ — _ — . T N E o 0 . • •. . . •. . • .. . • �. • • .. • •. . • •. i G QU y� O tIi � U Y e• ,�� � a)� � o ° s �. a�333 0 0 0 'D O O d U N 7 U c 3L N° E�SECTION A o4 •o42- E 0 � cQ E o y I— yy0 `` �° °SCALE: 1 /4" = V-0" a:rLCm a w c v � o mEa5E PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 OF THE IRC RESIDENTAIL CODE. TYPICAL ROOF CONSTRUCTION Class A Asphalt Roof Shingles w/ R302.13 Fire protection of floors. fasteners per manufacturer's specification Floor assemblies that are not required elsewhere in this code to and IRC 2015. be fire-resistance rated,shall be provided with a %-inch gypsum wallboard membrane, Ice & Water barrier as per IRC section R905.1.2 %-inch wood structural panel membrane, (Note: Double underlayment is required or equivalent on the underside of the floor framing member. for Roof slopes between 2 on 12 and 4 on 12) Penetrations or openings for ducts,vents,electrical outlets, Framing As per plans with 1/2" exterior grade lighting,devices,luminaires,wires,speakers,drainage, span rated structural plywood Sheathing, piping and similar openings or penetrations shall be permitted, Nail to framing in accordance Fastener Exceptions; Schedules & Strapping per detail sheets). 1. Floor assemblies located directly over a space protected by an ASPHALT SHINGLES Flashing per IRC R905.2.8 automatic sprinkler system in accordance with Section P2904, NFPA 13D,or other approved equivalent sprinkler system. TYPICAL SOFFIT CONSTRUCTION. 2. Floor assemblies located directly over a crawl space not intended 12„ overhangs-typical for storage or fuel-fired appliances. CONT.RIDGE VENT 6” Wood fascia & 6" Wood rake boards. 3. Portions of floor assemblies shall be permitted to be unprotected where complying with the following: Trim in aluminum or use "azek" or equal TYPICAL FLOOR CONSTRUCTION 3.1.The aggregate area of the unprotected portions does not exceed O O Metal drip edge per IRC R905.2.8.5 3/4" Plywood Span Rated Subfloor, 80 square feet per story o o ww 3.2. Fireblockin in accordance with Section R302.11.1 is installed along N Glued and Nailed in g• g -. 1-- Fully Vented Vinyl Soffits the perimeter of the unprotected portion to separate the unprotected •,t 0 accordance with the fastener schedule. portion from the remainder of the floor assembly. N Z Floor joists and Bridging as per Code. r TYPICAL EXTERIOR WALL g g p 4.Wood floor assemblies using dimension lumber or structural composite Cl) lumber equal to or greater than 2-inch by 10-inch nominal dimension, Q Lu Z 2x6 Doug-Fir Wood Studs @ 16" oc. W INSULATION SCHEDULE or other approved floor assemblies demonstrating equivalent fire performance. � > Double top Plate and Single Sole Plate. � 0 1/2" exterior Grade - Span Rated shall comply with Res-Check w w 0 Continuous Structural plywood Sheathing. insulation requirements of 2015 IRC & IL U) Z W Fastened per Fastener schedule. the 2017 NYS IECC Supplement ° w tyvec House Wrap or equal. cD Location R-value Thickness ASPHALT SHINGLES Vinyl or Wood Siding as per clients selection Flat CI * R-38c 10-114" installed per manuf specs and IRC code. g �y 0 Cont. load path strapping installed in accordance Vaulted Clg R-30c 8-1/4" 11 with drawings. Provide Fire Blocking in accordance Floor(unheated space) R-30c 8-1/4" FloSOLAR ENERGY SYSTEMS (R324) with IRC R302.11 & R302.11.1 and Exterior 2x6 air) R-21 8-1/4" Draftstopping per R302.12 & R302.12.1 Exterior 2x6 walls R-21 5-112" ~ ROOF PLAN SOLAR ENERGY SYSTEMS SHALL COMPLY 2x4 walls R-15 3-1/2" WITH IRC SECTION 324, APPENDIX U TYPICAL FOUNDATION CONSTRUCTION air seal walls to pass 3 air changes per hour SCALE: 1/8 - 1'-0" in accordance with chapter ter 4 Above grade attic walls R-15 3-1/2 & NYS SUPPLEMENT. SYSTEMS SHALL BE p All Glazing U - .30 SCGH: .30 [—'� LISTED AND LABELED WITH UL 1741. 3000 psi Air Entrained cast-in-place concrete g - a wall on cast-in-place Concrete Wall Footing per PANELS SHALL BE LISTED AND LABELED p g Doors-less than 50% glazing U = .40 p Door-more than 50% glazing U = .30 SCGH: .30 � a o WITH UL 1703. R403. refer to Foundation Plan for footing size & g g w �. �' 1, thickness. Concrete Horizontal and Vertical " Z '~ SOLAR READY ZONE: Reinforcement per IRC Chapter 4. & gen note #6. Mechanical Specifications: �.�..� Damproofing per R406. 2- 2x6 approved z One Energy Star bath fan with an M IN ACCORDANCE WITH IRC CODE APPENDIX U treated Sill Plates, Sill Seal And Termite shield per electronic programmable timer oo .a & 2015 IECC APPENDIX RB Section R318. Anchor bolts per Foundation Plan �/ o THE TOTAL SOLAR-READY ZONE AREA SHALL BE and R403.1.6 Other Specifications: ® .0 NOT LESS THAN 300 SQUARE FEET NOT INCLUDING • Windows: Us 0.30, SHGCs 0.30 Q ACCESS OR SET BACK AREAS AS REQUIRED BY INTERIOR WALL FINISH • z 100% high efficiency lighting (CFL's or LED's) THE IRC AND NYS SUPPLEMENT. Provide 1/2" Gypsum Wall Board on ceilings • < 3 air changes per hour ROOF AREA ORIENTATION SHALL BE BETWEEN and walls except basement walls & clgs - unless • z All Energy Star appliances `E D 110 - 270 DEGREES OF TRUE NORTH. noted. Min 1/2" Moisture Resistant Wall Board on Ceiling and all walls in Bathrooms (humid areas) R403.6 Mechanical ventilation shall be provided that Q�'Qo yN�ra CERTIFICATE REQUIRED PER IECC APPENDIX RB103.8 and 5/8" cement board on walls and ceilings in wet areas. meets the requirements of section M1507 of the IRC Provide 5/8' Fire Rated gypsum wall Board on walls and ceiling located as per code, manufacturers R403.7 Heating and cooling equipment shall be requirements and drawings. sized in accordance with ACCA manual J by a �yT 0190io certified third party rater. 0F IN