Loading...
HomeMy WebLinkAbout45352-Z �o�OSUFF� o� Town of Southold 7/21/2022 a P.O.Box 1179 o _ 53095 Main Rd y o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43278 Date: 7/21/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 455 Smith Dr N, Southold SCTM#: 473889 Sec/Block/Lot: 76.-1-21.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/9/2020 pursuant to which Building Permit No. 45352 dated 10/20/2020 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 unfinished basement, covered front porch,rear screened porch and attachedara eg_as gpplied for. The certificate is issued to Robbins,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0080 2/10/2022 ELECTRICAL CERTIFICATE NO. 45352 6/28/2022 PLUMBERS CERTIFICATION DATED 6/17/2022 fi f4ttfNPlumbino A o ize gnature TOWN OF SOUTHOLD 4�0� c�oyr BUILDING DEPARTMENT a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45352 Date: 10/20/2020 Permission is hereby granted to: Robbins, Richard 501 Arthur St Centerport, NY 11721 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 455 Smith Dr N, Southold SCTM # 473889 Sec/Block/Lot# 76.-1-21.2 Pursuant to application dated 10/9/2020 and approved by the Building Inspector. To expire on 4/21/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,959.20 CO -NEW DWELLING $50.00 Total: $2,009.20 ding 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. 00® e &, 92010 New Construction: v Old-or Pre-existing Building: (check one) , Location of Property: y�.� S1nfTl1 A;e,I/S 1jp,e jV, Z@aTff 01 House No. Street Hamlet !� Owner or Owners of Property: /`�m-44 V �o_44,vs GZNt'J JAIL j�Qj-i� � -S77IA] Suffolk County Tax Map No 1000, Section 96 Block / Lot 021,02— Subdivision 2/o©2.Subdivision 1 Filed Map. Lot: Permit No. ` Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ IOU A�e/7 Applicant Sign re OF SO!/T�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 a COUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Robbins Address: 455 Smith Dr N City,Southold st: NY zip: 11971 Building Permit#: 45352 section: 76 Block: 1 Lot: 21.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Detector 2 Duplec Recpt 65 Ceiling Fixtures 19 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 34 CO2 Detectors Meter Main 200A A/C Blower 1 Range Recpt 50/gas Ceiling Fan 3 Combo Smoke/CO 3 Transformer UC Lights 2' Dryer Recpt 30/gas Emergency Fixtures Time Clocks Disconnect Switches 53 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, DW, Micro, Hood, Oven Dual Fuel, W/D, 200A Panel 42 Circuit/ 30 Used Mini Fridge Notes: New Two Story Unfinished Basement Inspector Signature: w Date: June 28, 2022 S. Devlin-Cert Electrical Compliance Form A*r Town Hali Aniiex= Telephone(53.I)7654802 54375 Iota:Obad; =' Fax:(631�765-9502 ,. •---. . P.Q:Box 1179 Southold„NY 11971-0959 cower of: ouaxcL�a ® (� f � 11!1E JUN 2 9 20?2;:..: C:E....TIF...ID BUILDING DEPT Trwrm nP GnI ITHOLD /t.'-7 ..;,... . ... $uilding Permit-No: `f 5 3 say Owner.:: rl�_0 6 I7 i ✓)S - I:I v1eS+e'!' �.:_ :.,...:. Ph1I11bLr:_--:::_'==4c=a.• -_,... �,.�-.•<.; ;._:,, :...CAS: :�-:ra;;•: :;;::;::>;:;:-�;:::::..........:... ... .... .. ........_:_... ........... ...... . - .. _ :(Please print} I certifythat:#1 o solder::used.-inithe°water*!pplysy-stem io nta.iris-less.than:7.�10.of I-W lead. (PltunbersSigiiature):- � �-- Sworn to before.me this ay CHELSEA L. CHALONE Notary Public.State of New York Registration#01 CH6287106 unt Notary.Pablic, Suffolk Co Commission Expires Aug.5,20 y ............. . ._.. ...........-................................... .......... ................................... ..................... . --......... ....._.....-...-.. . ... . ... . . .. . Ll 0f 50(/ly�� # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycauxiv��' 765-1802 INSPECTION ,lieOUNDATION 1-ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ,] INSULATION/CAULKING [ ] FRAMING /STRAPPING [' ] FINAL - [ ] FIREPLACES& CHIMNEY [ '] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA_RKS �1o a� w✓ c� v i rvrN-1 40 DATE 'Lfl vl INSPECTOR 244 OF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [, ] F NDATfON 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE&'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ( ] CODE VIOLATION [ ] PRE C/O REM RKS: ( Q l Q 4e DATE- a oZ- ow/ INSPECTOR �O�aOf SOUIyOIo 1 ��Z 56- TOWN STOWN OF SOUTHOLD. BUILDING DEPT. cou765.1802 -INSPECTION [ ] -FOUNDATION 1ST [ ] ROUGH PLBG.`- [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] `FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:. . DATE 120 INSPECTOR �o - # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC . 10H [ ]" FOUNDATION 1 ST [ OUGH PLBG. UNDATION 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: Jujd� &&v *41 Wam A4mJmv 1�tn rolavwKDmzl W',_ DATE a 3 �°�`� INSPECTOR Ll 0ES0UlyO S '�� SS V h �O # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: +CV& S-t-VLay UAt 1!/N/SUPKD W,A_i g^XArj DATE INSPECTOR Q `��aOE SOUTy� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 hvft4> 4✓% 14 -i.,o IL VWl bbk 6o6a ca (wgok�� L-9-VX- Vivwu DATE Y INSPECTOR 5 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 455 Smith Drive N,Southold NY 11971 Test Date 7/12/2022 Building Permit#: 45352 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy SoluR3JUL Il„ �� (� Il�f I NATE ID# 187 East Main Stre ICC ID# Huntington,NY-11 15 2022 j BPI# 631-673-0664 07PI Building Envelope Tightness LD Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1st 1434 13049 ❑ Sealed Attic 2nd 903 9475 * e conditioned floor area of dwelling is calculated in 3rd 0 accor nce with ANSI Z765,except that conditioned floor Attic 0 area in udes areas where the ceiling height is less than 5 Total Volume 22524 ft. CFM @50 pa 11241 Air changes/hr@(0'(a 2.99 Code Compliance: Pass Duct Tightness: Post Constructio Tes - tal Duct Leakage System-1: Whole House Duct Location Basement Floor Area 2079 Leakage CFM @ 25pa 67.6 CFM/100 ftZ CFA 3.25 Code Compliance: Pass System-2: Duct Location Floor Area�r � Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York'State' upplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by'2020'New York State Supplement,Section 4033.4. Signature: ✓% �'�" Date: 7/12/2022 Christopher Silvia;Home Energy Solutions 1 ® ` Z C __ �Q lr�' o� - -_ �� =. � �.. o� ��:> o � �� , � � . `�; �_ �' .�; F .� �1 .. 1�. o J i (-90 j �1_ Z U)t 0 O �J m w I�u i w Y `r tk ------------ FOUND ATION(IST). pg FOUNDATI.QN(2ND) ROUGH FRAMING I& PLUM �y . r ZMEWWATFM STATE • ODE,- `TWA ! 'r 11"I'V7 WAM FAR 1 i i IVI • I� I � m 4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ° SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502' Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '20.1w Single&Separate Truss Identification Form Storm-Water Assessment Form �� Contact: Approved (,�/U 120 Mail to: Disapproved a/c Phone: Q Expiration ,20 2 )— lac r 0 ` Bui di I pector x APPLICATION FOR BUILDING PERMIT OCT q' 2020 Date-06'Aokw_ , 20 r,0 PINTGjDEPT. INSTRUCTIONS a.CThis application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or. areas,and waterways. c. The work covered by-this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for-an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicaneor name,if a corporation) (Maili g address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0IIJA i2 Name of owner of premises ®� �G�Q/1 RoMW5 . GZ,,U,8 L/tV 6/3 /V ke.15h1AJ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: jV515 .5/►7/rq Qk ryL IV.P k r'rl �.6 cc Tr10 House Number Street _.. ''Hamlet County Tax Map No. 1000 Section _/6 Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premisgs and intended use and occupancy of proposed construction: a. Existing use and occupancy V 0-00.N b. Intended use and occupancy ,: // L 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee y (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 „L 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. —7 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 65 Rear Depth Height 9-2 1 '`'13z'l Number of Stories c;z_ 9. Size of lot: Front Rear �0Depth �3Cp �4 . 10. Date of Purchase ff7 ��'�� Name of Former Owner 11. Zone or use district in which premises are situated /� — 1-/0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO "V" Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey./ 18. Are there any covenants and restrictions with respect to this property? * YES NO "� * IF YES, PROVIDE A COPY. KATHLEEN AYVAZIAN NOTARY PUBLIC-STATE OF NEW YORK No. O1 STATE OF NEW YORK) Suffolk Qualified In Suffolkolk county S My Commission Expires June 30, 20Lw a� COUNTY OF a1 c�&(-& � . RO10 91 n being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, O��g11Ff0[��oG BUILDING DEPARTMENT-Electrical Inspector W = TOWN OF SOUTHOLD i �r" Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 4 �41 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # L Date 2021 Customer Name og Electrician Name Address So Phone 02, e-mail e-mail p ,CA/vl Phone License# �j Size__2n20 A Phase Overhead Underground #of Meters / Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N I Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the da above. Authorized by I� 41 FfO BUILDING DEPARTMENT- Electrical InspectorA UG 1 7 20211/ TOWN OF SOUTHOLD =� Town Hall Annex- 54375 Main Road - PO B 1 , Southold, New York 11971-0959 `�3 =VAT c f' Qui .a Telephone (631) 765-1802 - FAX (631) 765-9502 `3�1� 0 rogerr(a�southoldtownny.gov seand(a�southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/13/2021 Company Name: Peconic Power Systems Name: b aAr-v License No.: ME-45056 email: PeconicPowerSys@gmail.com Phone No: 631-383-8502 ✓❑I request an email copy of Certificate of Compliance Address.: 455 Smith Drive North, Southold JOE SITE INFORMATION (All Information Required) Name: :c4oral p %^ ✓� Address: 455 Smith Drive Nort , Southold Cross Street: Main Bayview Road Phone No.: 631-383-8502 Bldg.Permit#: _-5 'jrja email: PeconicPowerSys@gmail.com Tax Map District: 1000 Section: Block: / Lot: 2/. BRIEF DESCRIPTION OF WORK (Please Print Clearly) V-I oc- Check All That Apply: Is job ready for inspection?: [E]YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ✓❑YES ❑NO Issued On 8/13/2021 Z-m Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 ❑✓ New Service ❑ Service Reconnect ❑v Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑✓ H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION 'IV Electrical Inspection Form 2020.xlsx C as A s� fF �,, ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD a j WN of SOUTHOLaown Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr(a)southoldtownny.gov - seand(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ILIV.20Qa Company Name: Electrician's Name: License No.:,,,,e,-ice- �sas 6 Elec. email: 0, fg,, e, ;�Go Elec. Phone No: 6�i-3�s_�,So� 0I request an email copy df'Ceftffrcate of Compliance Elec. Address.: Pp. JOS SITE INFORMATION (All Information Required) Name: Address: 5'S S�- ' Sov,�t►o/ Cross Street: ;, ,� v% Phone No.: so_zc BIdg.Permit#: email: Tax Map District: 1000 Section: Block: I Lot: a BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): /-L/e w 8 c 1 od I-D Square Footage: _o Circle All That Apply: Is job ready for Inspection?: IYYES❑NO ©Rough In r Final Do you need a Temp Certificate?: ❑ YES FL- Issued On Temp Information: (All information required) Service Size111 Ph❑3 Ph Size: A #Meters Old Meter# E]New Service Fire Reconnect[]Flood ReconnectOService Reconnect[]Underground Overhead # Underground Laterals 1 2 M H Frame D Pole Work done on Service? F1 Y N Additional Information: PAYMENT DUE WITH APPLICATION t V �. fl= ( ILDING:DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD.. -WN o f So�EP- own Hall:Annex 54375 Main Road;-PO Box 1179 Southold,'New York 11-971-0969 Telephone (61) 765-1802 - FAX (631) 765-9502 rogerr(c�southoldtownnygov — sea nd(D_southoldtown ny.gov., . APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1 �. a Company Name: Sys Electrician's Name: bpd sfa,,zvcti License No.:/ Elec. email: Elec. Phone NO: .493i-3�.s� o request an email copy Ce tate of Compliance Elec: Address.: P.U. JOB SITE INFORMATION (AII Information Required) Name: S Address: yS Sr-► ; Som.-6tio/ :Cross Street: � � ,�-� AV Phone No.: 63 Bldg.'Permit#: �4,S7 email: Tax Map District: 1000 Section: . .'7 . Block: Lot: oR. . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): N Square Foota e: aDJO Circle All That Apply: Is job ready for inspection?: D/YES❑-NO ©Rough in a Final Do you need a Temp Certificate?: E] YES�10 Issued On Temp Information: (All information required) Service Size❑1 Ph�3 Ph Size: A #Meters OId:Meter# ❑New ServiceOFire Reconnect[�Flood ReconnectOService Reconnect®Underground.❑Overhead # Underground Lateralso, 2 H Frame . Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# d Ills, Switches Outlets Surface. Sconces Z7 H H's UC Lis Fans Exhaust !LOven O'�S W/D d' Smokes I. DW � Mini. �• C�r6cn _ , rd" -:Generatair.. Combe w • � 'Cooktop `.transfer r • • A6.. AH .'Hood _ Service _... .. ... . ... . . . _ Am �nGG�� tiav� . 1 �'Vl ♦, Comments: i Scott A. Russell °sv ��ST��>>kI� WA `]F1E1RAMANAGEMENTNT SUPERVISOR � z SOLTHOLDTOWN HALL-P.O.Box 1179 17., Town of Southold 53095 Main Road-SOITMOLD,NEIN YORK. 11971 0� . CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PI30JDCT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑66 A.'Clearing, grubbing, grading or stripping of land which affects more than 5,000 square_feet of ground surface. j B. Excavation or f fillinginvolving more than 200 cubic yards of material within any parcel or any contiguous area. 9 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E]M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El 9 E. Site preparation within the one-hundred-year floodplain as depicted - on FIRM Map of any watercourse. ❑. F:='Installation of new or resurfaced impervious surfaces of 1,000 square feet.or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and-the proposal includes in-kind replacement of impervious surfaces. II you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name, Signature, Contact Information, Date-& County Tax Map Number! Chapter 230 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application_ S.C.T.M. *: 1000 bate APPLICANT_ (Property Owner,Design Professional,Agent.Contractor.Other) District Amatlonllp�, L11 RV ShoL-s % 1 1�19)_ , 10 20 NAMF_ tet/ Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact In3t rtckpb v„me„t Reviewed By: — - - — — — — — — — DatePro ert Addreas /Location of Construction Work: ^ Approved for processing Building Permit. f ,® �/e . A)ble- -11, Iu-i Stormwater Management Control Platt Not Required. o#' Stormwater Management Control Plan is Required. I — .1 El (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000CHAPTER 236 (Property Owner,Design Professional,Agent,CantrAotar,0thet) ��� —a— Og�k Stormwater Management Control Plan CHECK LIST NAME: Section Block Lot y� z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Plea.Pant v Date: � * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! Signature T<lepnane t+umee,; 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. Gtr of the Site Boundary as required by §236-E7(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site 041nimum 2'intervals) g. Location of all existing & proposed structures, roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. III I"I j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations shoTwin that the Stormwater improvements are sized to capture,store,and Inf on-site the run-off from all impervious surfaces generated by a two(rainfall/storm event, 3. Details&Sectional Drawings for Stormwater practices are required for Items requiring details shall include but not be limited t a. Erosion &Sediment Controls. b. Construction Entrance &Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed & ! ® Stormwater Management Control Plan is Not Complete. — — — — — — — — — — — — — — — — — — Approved By: j Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. Date: i FORM I SWCP Check List-TOS MAY 2014 Town Hall Annex 4R, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CD 00 at: Southold, NY 11971-0959 ®r BUILDING DEPARTMENT NOTICE-OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: U erahl K ©0W Owner: I&!/,4 /�O)41S 41AJ A A'. X1A _,57_ 111 Location of Property: 155 Jif/7y 4 t lV,� A/p,ez3� JOujeyi-6- Pleasee notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: �• Name (person submitting this form): )&JJ GAJ&0 pL-r,S . Capacity(check applicable line): V Owner Owner representative TrussRegl5.docx Effective 1/1/2015 j TOSYN OAF 6i2BTfIOLD#NTsW YORg DATE. ACTION OF TIME ZONING BOARD OF AFPEALS Appeal No. 1601 Dated eTtzne 29s 1972 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Plary Mi. Shy e3.s Appellant SM;L-bh Dx4w*Varth aout o:W: New York. _ at a meeting of the Zoning Board.of Appeals on the appeal July x�, 1972 was considered and the action indicated-below was taken on your ( ) Request for variance.due to lack of access to property ( ) Request for a.special exception under the Zoning Ordinance ( r Request for a variance to the,Zoning Ordinance 1. SPZCIAL EXCEPTION.By resolution of the'Board it was determined that a special exception ( )' be granted (.) be denied pursuant to Article ................. section ........».„.»..„ Subsection paragraph »..._....„.„ of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because. as.el'O SuM-I)rIVd 3T h, 800holAi 100tT.Yosk, for a vaxwiaz3ee iia”a(tit~i�rt3« area vltl the ZOning Cvdbari# Ar�lula Ill, Sbation 301, for periuzi4tt to d,%Vi3e PVpperty-Wllsh eX10¢-ing 'dwelling„ I,Qt UtLan of•Pr9V03 Lb6s #6” avid,Gne'half of �• MAY or Cx'"Zo lt�o 3: SCUtho _ NOW York, Fee Mid 00. 2• VARIANCE±By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship bdcause (b) Thd-tardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in'the same use district because (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous dgqeccigisionss of the Building Inspector( ) be confirmed ( ) be reversed. ZONING BOARD OF APPEALS FORM ZB4 kf2��t)riia MtfDarliFot�r 8e¢re�exy . Southold %sawn Board of Appeals L. . Ater investigatio4 and" irxpeO ob the-Board fbiag UALt app .iaaxr� rusts-permission to cliv9de. roPertS with exfst£ng dwellix�oL hats b� 7,:ay .9;: fit? 1 12 -and one' U of #5, Xa•P. of goose Neck SstateS, -Seat o- . b ork:- ' Board"%it�de Haat this divlslon�gll os &xi i prove era in the aizeay that it will Px'ovidv ui�iforsi vritiz the that 'both of the iwOpesed`Dlots--would be' izssd for ane family'duO ln&. s'he BOOd agrees with tbe-retwoniztg o,f the---applieant. ` fie Bgg4 f lmds that-- tr:isst' pl d.aat oii oP the ordinaxece woit3A gms�du _ ix6tia4 dUfloul-tics or u�ineeessax7 bardship) tie htwdbbip o d-la uni {a arid-Would:nth be shared by' all' pro ?e3*t ins l ke it, the__Wdediate-_viEiiii�sy-of'this proPerby and. in the:-sr-x a use=wd�s��a�,"_axid this varisnoe-dil-not"-charge-- She r'aat8r C►f the x�e zborhorad;axil ;i7: ;dose tre'th-pPU to the �Z', '•+DE?L-IT _Wfi,S.lnSOL i.vv M...Shiels," Smith Driixe Forth, Sed hold, No Yc���e G�.9N�f3=pa�miss Qi2-�o`d�Q3�a propsi�y w�.th. exist"�.iigeidwe�7:iug:Lveatioxi�-bf~pi:Qp`er.�sw.Iots�;�6�-7y_`$a�9s�-.1�,. 1.1$ lZ and one"'he?f"`af' 5;`�`iap�of Cxo-ose 1'egx Estates, Southold, lTew York, as app3led f tm: -Voto of tiie Bods Ayes:= Mossras Gillispie, Bergerzj, Grigpuis, --- Ak Wl 4vie 71t • � - .Gl��N1lr-• ' 171 .._ ... . .----�—�''. � !.L/ W Of sz1 i Ayvo'14 • � �� � J r,�rvF�1 1 12r ;! 17S mar Al. t-L 4. (n r �/1 t2l T 1 IO ►;J i ¢R/rrxvafrCk 131- 131 3y133 41 N .t %'O','T .YI:� • -- :Nom.• ..� �t >.�. • •`r•l��': i9i..- 4,.�.1�` a•• -. ••.x.:<.• �"• `R^ Y f �'_~%��li:�.'�ac� �',•' yd, •f, •`�fl"•a ail��':e�C '( ••5'ff,.. :.�:='=�i���j�i�,•"`=• � i;-.t,�f.•-.N yr•:z :'.•:3:tLa:e,Y tw.'Y1.:,'•-•- "•-'._- »��,� ti V-V r •: s. ANI •,F,3. JI�' a , �i�.iJ�:=j; � t:a- :\•.J!•tiYs'`t, a� r,: ,�h• r` �6 j1N6t •DLII p • G1f'NfA' 1� _ N• ----�'-' lLl z ° W ,sl > 4 �� J GcwFlt fill t . ._..._ �f,' -!', 4 • ,r� alt IN pfFW __ .•". . .5 13 y _ a rWSk: &S 133 t 1 83 Of ` •A:.F :rY :��.y•�(` „w F:'v .�bi+_ i4�.{• ,•�,�' •�`. - • Y`� �(1ti;�;" j%~'•y7�ry�. ��ui_�• ''. �' .1fii:' •i 4,+'4r{•a}..�•[.• -.SQ"JFM 1FJ'Cl.� - L04 I ` _ I i - R-E-S ' he.ck-Software Version�.�4-.7.1... - Cempi:iance. Certifficate -project-. Robbins finklestein.Tesidenc-e Energy Code: 20.18.IECC_ Location: Southold-, New Yorke - Construction Type: - Single-family i?ioject:Type ,New-colts". &ton .Conditioned Floor.Area: .1,303.•#2.. Glazing Area. 11% i Climate Zone: 4 f5572'114111113) Permit Date: 'Perrdit. urriber.. Construction Site: Owner/Agent: . Designer/Contractor: smith drive north Robbins Finktestein Robert Higgins' southold,NY smith drive north Robert'Higgins Architect soutnold,AY 50 Hidden Acres Path Wading River,NY 11792 631-208-3351 s Compliance: 1.4%'Better.Than Code Maximum.UA: 352 Your UA: 347 Maximum SHGC: 0.40 Your SHGC: 0.30 Tle°%Better or Worse Than Code index reflects how close to compliance the house Is based on code trade-off rules. It 40FS.NCLT praulde:an.estlmate of energy use or,cost:relatiue.to aminimurrcodehorme Envelop-e , -556M:b.11. s Basement Wall-l: Solid Concrete or Masonry 1;234 11.0 0:0 0::063_ 56. ' tiVa1l'heiglit;8D' Depth below grade: 7.0' Insulation depth: 8:0' Window 1::Wood..Fr.ame:Double Pane.with.Low-E: 233' 0.300 70 SHGC: 0.30 D or:l::5olid J7 D..25D 19 Door 2: Glass 42 0.300 13 SHGC: 0.30 I Wall.1:Wood Frame, 16"o.c. 2,360 2T.0 0.0 0.057 135 rirn joists:Wood Frame, 16" o.c. 176 21.0 0.0 0.057 10 A Ceiling 2:Cathedral Ceiling � Jy�, .303 30.0 0.0 0.034 44 Compliance Statement: The:pr,�oposed building design desc � ste building, .:a arxd other. I calculations submitt.ed`with the permit application:The pro it en. tg d to'meet the-2018 OX'requirements in f REScheck Version 4.7.1 and to comply with the mandatory . q rim thS eck Inspection Checklist. t ' ro'bert riggins arciftect' 7/13/2020 Name.-Title.' tune. Date FOF Project Title: Robbins Finklestein residence Report date: 07/13/20 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\robbins finklestein\res Pagel of 1 check.rck i i 201'8 ECC Ehergy 'Efficiency Certificate _ ati Above-Grade-Wal1 Below-Grade Wall 11.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): DoorR t' Window 0:3.0 0:30 J "Door OsZ`5: 0.30' ` Heatingy' stem! C1O.oftg.5yj: Water Heater: Name: Date: Cornments I I • APPRO ED AS NOTED DATE: B.P. ELECTRICAL FEE: BY: INSPECTION REQUIRED NOTIFY BUILDING DEPARTMENT AT 76.5-1802-:8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION"- TWO REQUIRED FOR POURED CONCRETE TRUSS PLACARDING REQUIRED 2. ROUGH --..FRAMING & PLUMBING & INSULATION 4. FINAL -'CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL.CONSTRUCTION SHALL MEET THE PLUMBER CERTIFICATION REQUIREMENTS OF THE CODES OF NEW ON LEW CONTENT BEFORE YORK STATE. NOT RESPONSIBLE FOR CE+7TIFICATE.OFOCCUPANCY DESIGN OR CONSTRUCTION ERRORS. SOLDER USED IN WATER . COMPLY WITH ALL CODES OF r✓SUP'EL Y SYSTEM-ED_21i0 OF 1%LE,AD.CANN07 NEW YORK STATE & TOWN CODES EX AS REQUIRED AND CONDITIONS OF ,PLUMBING CAI MJ In D T ARD ',ALS:PLUMBING WASTE WAVERED Sol pINEES ` P®LINES NERE COVERING 00 NOT.PROCEED-WITH- , 3AM.1 ITH`FRAMING UNTIL SURVEY. OCCUPANCY OR �°®F:EQUNDATION LOCATION HAS SEEN APPROVED. USE IS UNLAWFUL WITHOUT CERTIFICATC OF'OCCUPANCY Blower door and ductwork DRAINAGE INSPECTIONS ARE REQUIRED testing required. Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been Installed to Code. All exterior lighting Must provide Manuals installed,replaced or D,J and S as per repaired shall conforM NYS Energy Code to Chapter 172 of the Town Code I HOUSE slate or other Cast Iron / F.F. EL. 18.8• :topper cover Locking Cover SCDIS REF# R-10-14-0080 SURVEY OF PROPERTY stopper end plug / FlNISHED GRADE EL. 17.0' FINISHED GRADE EL. EL.16.5' I.E. o 1 _ AT BA YVIEW 16.0' nd mason6 MIN ary chimney 20' / \ clean out 2" " I / TOWN OF SO UTHOLD LE. '4. 18" 15 m m ' SUFFOLK CD LINT Y N Y 15.9' 6" 15.4' I.E. 1/4" per foot min. Pita 8 1/8"per foot min m m m / \ N. • 15.3' DWELLING 1000-76-01-,21.,2 min. 4" dia. pipe pitch min. 4'dia. pipe m / \ class 2400 pipe or equal 4" . class 2400 pipe or equal R m a \ mina 0 0 m m ® m en m a 3' MIN PUBLIC WATER SCALE.• 1 —�0 3' MIN 0025 m o m m m a COLLAR / 1250 GAL. 8'0 PRECAST COLLAR 0 m m m en m es n m / SEPTIC TANK 0 0 0 o em m m m \ \ JUL Y 21, 2020 4' LIQUID DEPTH 0025 00 m mmm P° \ \ 0 m M o m m®a 0 m 0 m m m m m o / \ cnDammaewmmA S \ \ o m0 m ® en ® m m m / \ Li SEPTIC SYSTEM DETAIL 0 0 m G m m =m 0 m \ 8'0 0 \ DWELLING \ c (3] LEACHING POOL PUBLIC WATER \ SLATE OR OTHER STOPPER END (80 x 4' DEEP) \ SUITABL COVER =OR PLUG R,,, � \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \ w SEWER PIPE PERi!'tIT FOR APPROVAL OF COI'STRUCTION FOR A \ 30' ELBOW SINGLE FAMILY RESIDENCE ONLY \ �0 � \ sm WYE DATE d �� H 5��„EIS O���()-1 L `T 1�. FEN. \ t^ CMF FEN. \ APPROVED LOT/' , s O, EL21.2'0.5'E �� 4j / ss LOT 13 CLEAN OUT DETAIL ��' I T• DWELLING \ NTS FOR , AMPUM OF EEDROOMS ��, PUBLIC WATER \ EXPIRES THREE YEARS FROM DATE OF APPROVAL4r* LOT 12 P�erised PIan Approved �r Zd O� °G /// \ , ST 00 , -- �. e� / \�\/o F 00 00 Expires T. I '� �'G S� ��0� /� // os � ►� ►� \ \ p RAIN RUNOFF CONTAINMENT.L_ � / o \� / D * WITH HOUSE TH PORCH Q` pc �� ?s• 17 \ 2463 x 1 x 0.17 = 419 cu.ft. ING 419/42.2 = 9.9 VF �`r o�F � �/ T�� �>Q, / PU W WATER \ PROVIDE 2 DWS. 80 X 5 DEEP �. �pc , / LOT 11 ApoAos i ?i0� 1Ac CMF O PROPOSED SEPTIC SYSTEM -1 4°c '�°/ �,' o Q°��s o �I / ppo,Gs ELI 6.3' / \ (4 BEDROOMS) FEN. I�o� I 0.8'N ELI 8.4' Sg, iL ro 1-1250 GAL 8'0 X 4' DEEP P/0 LOT 10Q�' ry�l I �� �/ EL 16.6' \ 3-80 X 4' DEEP LEACHING POOL I o��� III I8 co o sr o O \ l' owQ�oy�o��� G�'I�. / fie. EX !7• /�� /}b'1,' \ ,Y tis . i° / LP N. Com. TEST HOLE DATA 00, o\ re "' o o LP ►w= MCDONALD GEOSCIENCE \ \ 00 �0 sw \ s ay`\ Qo�� 4/19/2011 \ 01- o� eAo EL. 14.5' DWELLING \ DARK BROWN LOAM OL �FF.IS >J\a6 oO �``' PUBLIC WATER \ 1 Q5 53 4Q BROWN SILTY SAND SM o p`Z'� 4' VACANT P/0 LOT 10 FEN.END SA TH DWELLING ®EL=14.5' �� \ PUBLIC WATER PALE BROWN FINE '2j,FtioF 0� \ SAND SP FEN.END ELI .3' \ o.2'w � \ EL. 4.2' 10.3' ,\00 e CL EL 14.0' \ WATER IN PALE BROWN FINE SAND SP \ \ DWELLING \ 17 \ PUBLIC WATER \ NOTE. WATER ENCOUNTERED 10.3' BELOW SURFACE ELEVA77ONS REFERENCED TO NAVD 88 \ \ \ \ KEY o \ Q = REBAR \ ® = WELL DWELLING \ ® = STAKE PUBLIC WATER \ \ \® = TEST HOLE DWELLING = PIPE PUBLIC WATER \ ® = MONUMENT \ .. O = WETLAND FLAG ��h \ �F.aE PIE `}- '713 M-3 = U77LITY POLETSC', = HYDRANT \ ,c �.,. < a eN ti'� 1S LOT NUMBERS REFER TO "MAP OF PECONIC BAY OAKS" FILED IN THE SUFFOLK 0(Z \ ' / oe— COUNTY CLERK'S OFFICE ON OCTOBER 18, 1961 AS FILE NO.3434 1703. . ;+, .n4; yEJ LIC. NO. 49618 ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209W. r/'► PUBLIC DWELLING \ \ PECON7Ce• Sg6VE ')RS, P.C. OF 7HE NEW YORK STATE EDUCA77ON LAEXCEPT AS PER SEC77ON �631� 6 } 5020 FAX (631) 765-1797 7209-SUBDIVISION 2. ALL CER77nCA77ONS HEREON ARE VALID FOR THIS MAP AND AREA= 16,995 SQ Fl \ P.O. BOX 909 COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF \ 1230 TRAVELER STREET THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 2JO T A L Y. 11971 TRE20-039 SCDHS REF# R-10-14-0080 � • SURVEY OF PROPERTY AT BA YVIEW / TOWN OF � SD UTHOLD \ SUFFOLK COUNTYN. , DWELLING Y. PUBLIC WATER \ 1000-76-01-21.2 SCALE. 1'=30 ` JULY 21, 2020 MAY 11, 2021 Foundation location) \ JANUARY 17, 2022 (Sep tic Revlslon/ As Built) / \ ` JULY 20, 2022 (FINAL) DWELLING \ \ PUBLIC WATER \ RAIN RUNOFF CONTAINMENT � HOUSE WITH PORCH % 2463 x 1 x 0.17 = 419 cu.ft. \ tj 419/42.2 = 9.9 VF JUL 2 2�2? ` a OV/DE 2 DWs. 80 X 5' DEEP FEN. CMF EL21 2.1.0'N \ Bts�w«►w ucr i. Q 0.5'E ~0A,NOFS0,971- 1O!- l � P nary s LOT 13 SEPT S LOCATION Q`' o��` SJ• DWELLING FA BUILT ��C/ 0�B SO , PUBLIC WATER ST 52' 17' Lm53.5' 35' O °° LOT 12 �O \ LP2 66.5' 39.5' LP3 80.5' 49' �� � � \ VACANT �-� �O e°' ee , NOTE LEACHING POOLS & 4, °� SEPTIC TANK INSTALLED WITH �� �� R� ��.> DWEWNG / \ \ TRAFFIC BEARING SLABS \ •o•LOT 11 �` ° o� A' PUBLIC WATER k " A CMF °°Q�"Q° o• OQ`t, EL16.3' SEPTIC SYSTEM FEN. ° �,s " \�� kw �?� � ?�' \ '` �G � EX 1-1250 GAL 8'0 X 4' DEEP 0.8'N L18.4' ss9 °? 3-80 X 4' DEEP LEACHING POOL P/0 LOT 10 CO Q,0 e� EL 16.6' \ \ \ a, �J� e*• o TEST HOLE DATA MCDONALD GEOSC/ENCS \ 5700. pkv QA At hob Q�G�y �° LP2 00 O \ 4/19/2011 \ 00�0,,0 °� (<�� ���o <\\ m�� °J�0 �0 �O \ EL. 14.5' \ � �, DARK BROWN LOAM OL °PF s o ORI E60 �` \may DWELLING \ 0.5' ° USG �Cy PUBLIC WATER \ AsOPRO BROW SILTY SAND SM K METER � ELECT. P \ J0 \ Q \4' VACANT P/0 LOT 10 FEWEND SAM �H DWELLING 0.3'W PUBLIC WATER �EL=14.5' PALE BROWN nNE ° C�j� SAND SP 82,'��c� 00o pkv` ND EL1 .3'O ` O , \ EL 4.2' 10.3' 0O 0.2W , ^h \ �WATER IN PALE \ OEL 14.0'� \ BROWN FINE SAND SP \ /� 17' \ O� DWELLING \\ NOTE.• WATER ENCOUNTERED 10.3' \ PUBLIC WATER BELOW SURFACE h \ \ ELEVATIONS REFERENCED TO NAVD 88 4 \ \ \ KEY \ o ` Q = REBAR O \ ® = WELL - DWELLING '\ ® = STAKE PUBLIC WATER ® = TEST HOLE DWELLING v PUBLIC WATER \ y ` ® o���= MONUMENT N.\ \ P 1 = WETLAND FLAG ep N {. c1a) = UTILITY POLE \ - � = HYDRANT ' \ LASED,-p`t� LOT NUMBERS REFER TO "MAP OF PECON/C BAY OAKS" FILED IN THE SUFFOLK � \ COUNTY CLERK'S OFFICE ON OCTOBER 18, 1961 AS FILE NO.3434 1703. �p \ /� ANY ALTERATION OR ADD/TION TO THIS SURVEY lS A VIOLATION OF SECTION 7209 DWELLING N-YS, LIC. NO. 49618l/b N.Y.S. LIC. LA0. 051132-01 OF THE NEW YORK STA 7E EDUCATION LAW. EXCEPT AS PER SEC710N �+ nn PUBLIC WATER ' \ PECON/C S MORS, 7209-SUBD/VISION 2. ALL CER77nCA 77ONS HEREON ARE VAUD FOR THIS MAP AND AREA= 16,995 SO. FT. P C COPIES THEREOF ONLY/F SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF (631) 765-5020 FAX (631) 765-1797 THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. \ P.O. BOX 909 ' 12JO TRAVELER T SOUTHOLD, MY 11971 20-03 HOUSE slate or other Cast Iron Q F.F. EL 18.8' stoppe cover Locking Cover N / SCD '-IS REF# R-10-14-0080 SURVEY OF PROPERTY stopper end plug / EL. 17.0' FINISHED GRADE FINISHED GRADE EL.16.7' SURVEY I.E. o A T BA YVIEW 16.0' mosonary chimney 7 � 6'MIN. 2•a / TOWN clean out ,2" " MAX \` N OF SO UTHOLD I.E. p 14" 18' I.E. / ,5.9' 6" ,E tc,OL SUFFOLK COUNT1/4" per foot min. pitc 8 �` 15'4'1/6'per foot min 15 3' m m mY Nmin. p dia. pipe pitch min. 4'dia. pipe m m m �ry 'class 2400 pipe or equal 4"t- m m DWELLING1000—/ —01-,21.,2min. close 2400 p'pe or equalPUBLIC WATER 0®® � ® m m mIN 3' MIN 0 0 M em ® M m m mAR SCALE.• 1'=30 1250 GAL. 8'0 PRECAST COLLAR 0 0 m m ® e9 m m 0a0 0 en a ® m m m SEPTIC TANK 0 0 0 ® ® es m m a ✓ULY 21, 2024' LIQUID DEPTH 00 0 ® en EM m m A0 0 0 ® en �,,enenNJ000 R" In M m m 9 SEP TlC SYSTEM DETAILmEn 0 ® ® m m m N1S w \ _ 80 / \ DWELLING \ I r" [3] LEACHING POOL / \ PUBLIC WATER SLATE OR OTHER OR PLUG STO SUITABL COVERPPER END 80 x 4' DEEP) \ GROUND WATER \ N w oi SEWER PIPE NI 30' ELBOW FEN. Q� CMF 60' WYE EL21.2'0.5'E ` CLEAN OUT DETAIL 0 h�'� SS LOT 13 NTS � o��` j' DWELLING 00, PUBLIC WATER \ \ J� �G� / OQ _ F Q� ooh/ LOT 12 OQ, O RAIN RUNOFF CONTAINMENT \ HOUSE WITH PORCH VACANT � �►� �� / D ft � 2463 x 1 x 0.17 = 419 cu. . � � � �- /� �o 1 DWELLING \ \ 419/42.2 = 9.9 VF o c'e r PROVIDE 2 DWS. 80 X 5' DEEP 4' LOT LOT 11 0��/ \ Ap SCJ .,A' / PUBLIC WATER %K • / / 01.00 PROPOSED SEPTIC SYSTEM �`0 X0`•'6 �y�/ G� ry � '2��II s�/F�` CMF °� (4 BEDROOMS) / \ // 110 Qo�s 20 II IIOI / aiGs ELI 6.3' lb FEN. o III I �i \ 0.8'N EL18.4' p0, (I� 11 I 2 1 rye. // O \ 1-1250 GAL. 8'0 X 4 DEEP 9• C 6 I I I�� P/0 LOT 10 / \ Q�r, ti��I (• \ / , 3-80 X 4' DEEP LEACHING POOL // I I �o , I I ST x pL EL 16.6 \ \ o\DWCb111; - QP��oy�w \ ch I�I Q A. O �i ►� 40— \ TEST HOLE DATA �s� s'O I'),: Ihh o° /a°� LP �� \ MCDONALD GEOSCIENCE \ DOD �0 �O '��o�_ LP 4/19/2011 ` \ Oji_ �0F �yo �� \ EL. 14.5' DARK BROWN LOAM OL \ �O�F ti�\ d 41 ��� Off, DWELLING \ \ 0.5' /OQ11 �Pe PUBLIC WATER \ BROWN SILTY SAND SM o . �� O 4' VACANT P/0 LOT 10 FEN.END sA 0..','N EL ' ® =14.5' DWELLING PUBLIC WATER �^ PALE BROW ANE Fti O� SAND SP 5. °F v✓ FEN.END ELt .3' ` • 0.2'W • \ \ EL. 4.2' 10.3' O CL EL 14.0' \ WATER /N PALE \ \ / \ BROWN ANE SAND SP 17' \ 0\11 DWELLING \ \ ` / ` NOTE. WATER ENCOUNTERED 10.3' \ PUBLIC WATER BELOW SURFACE ELEVA77ONS REFERENCED TO NAVD 88 \ KEY \ \ oo \\ Q = REBAR � (81 = WELL DWELLING \ \ \ ® = STAKE PUBLIC WATER \ \ ® = TEST HOLE DWELLING ® = PIPE PUBLIC WATER \ \ IC = MONUMENT IN \ � = WETLAND FLAG ��� \ 0- Ni7- �\ M-) = UTILITY POLE �- = HYDRANT \ fi LOT NUMBERS REFER TO MAP OF PECONlC BAY OAKS" ALED IN 174E SUFFOLK " COUNTY CLERK'S OFFICE ON OCTOBER 18, 1961 AS ALE N0.3434 1703. r\0Z �•�Y ANY ALTERATION OR ADD177ON TO THIS SURVEY/S A V10LA77ON OF SEC77ON 7209 DWELLING \ P�` "` LIC. NO. 49618 Fl . PUBLIC WATER 95 SQ. �r \7NEW YORK STATE EDUCATION LAEXCEPT AS PER SECT70N PECONI�URVEYORS, P.C. 72 = \ (631) 765-302�FAX (631) 765-1797 7209— W SUBDlV1SlON 2. ALL CERTIACA770NS HEREON ARE VALID FOR THIS MAP AND AREA16,9P.O. BOX 909 COPIES THEREOF ONLY /F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF \ THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. \ 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 20-039 HOUSEslate or other Cast Iron / F.F. EL. 18.8' suitale cover Locking Cover SCDHS REF# R-10-14-0080 stopper end plug SURVEY OF PROPERTY / //EL 17.0' FINISHED GRADE FINISHED GRADE /EL16.7' EL 16.5' I.E. o / 16.0' mosAT A YVIEWonary chimney / , clean out ,2• 6'MIN. MAX \ \ TOWN OF SO UTHOLD I.E. p 1 18• I.E. m m m / \ 15.9' �_ 15.4• I.E. m m M SUFFOLK COUNTY N. Y. 1/4• per foot min. pitc 8 1/8'per toot min m m s, \ 15.3' min. 4• dia. pipe 2 pitch min. 4'dia. pipe / m m m / DWELLING \ rye+ !� !� class 2400 pipe or equal 4' class 2400 pipe or equal m m 1000-/V-01-IG1.m M). f-.Mm m s, 3' MIN / PUBLIC WATER SCALE.• 1'-30 3' MIN m m Go go e � m--I COLLAR 1250 GAL 8'0 PRECAST COLLAR m m 2!9 20 PS ITS EM M lotm 20 e m m m m / SEPTIC TANK 0025 em e em m m m ' \ \ JUL Y 21, 2020 4' LIQUID DEPTH d 00 m � o � m MCI / O \ N e m m o m®m m P \ \ MAY 11, 2021 Foundation location) 11 025 RM e En m m° / "� JANUARY 17 2022 (Septic Revision As Built Cn mmm � ezmmmm o \ \ \ P ) mmm � � Mmmm C / SEPTIC SYSTEM DETAIL 0 m 9 e en m m ra m In \ \ NIS C _ 8'm \ DWELLING [3] LEACHING POOL r // \ PUBLIC WATER SLATE OR OTHER STOPPER END (80 x 4' DEEP) \\ SUITABL COVER OR PLUG \ GROUND WATER \ SEWER PIPE > 30' ELBOW \ O SEPTIC LOCATION / FEN \ • AS BUILT I _(',�^ � CMF EL21.2'0.5'E \ 60' WYE •A• •B. VW O + CLEAN OUT DETAIL • 0 ��� S's LOT 13 ST 52 17 r������ /� PUBLIC WATER \ \ NTS � V U LP1 53.5' 35' LP2 66.5' 39.5' �� '�� LP3 80.5' 49' Q Al ` \ kQ / LOT 12 srOn \ • \NOTE LEACHING POOLS & �Q- O .00 WI \11, X00 SEP77C TANK INSTALLED TH � \ TRAFFIC BEARING SLABS �(j •�. o \ RAIN RUNOFF CONTAINMENT. HOUSE WITH PORCH VACANT JK �° DW J 2463 x 1 x 0.17 = 419 cu.ft. �/ 6 DWEDWELLINGNG 419/42.2 = 9.9 VF 4PUBLIC WATER � O o� \ A R, / \ PROVIDE 2 DWS. 80 X 5 DEEP p� LOT 11 �o ' ►`� h�0 / op �i7• QOS�O AF CMF 0� PROPOSED SEPTIC SYSTEMo,G EL16.3' / (4 BEDROOMS) FEN. s\ c J° s,�ry o rye, Ex Is, �, \ 0.8'N ELI 8.4' S9 G�? �^ oQ� QC h?9• .�\2 LP \ 1-1250 GAL. 8 0 X 4 DEEP P/0 LOT 10 ' EL 16.6 3-80 X 4' DEEP LEACHING POOL \ v° �` F�°� e* CO�o� 0 \ \ DW o J�oP B 1N• ST o\Jr' !p2 0��j/ O`Z`C��• �� Q 1FST HOLE DATA \ pO+ Ss �0 4`�< Qo�``o Q LPm�is' O� X00 \ \ MCDONALD GEOSCIENCE \ 00 Quo 411912011 \ \ j 0^ FRAME HOSE G / \ DER COt ITUCTION EL. 14.5' DWELLING �cpF d \� / /p`Z' J �? DARK BROWN LOAM OL \ yrs o � PUBLIC WATER 0.5' \ \ ti r\ U7 G RQ • LRS WATE BROWN SILTY SAND SM ELECT °Q METER ETAJ \ 4' VACANT P/0 LOT 10 O wND sA M I TH DWELLING 7�� EL-14.5' PALE BROWN FINE PUBLIC WATER SAND SP FEN.END ELI .3' \ o.2'w � \ EL. 4.2' 10.3' 0 CL EL 14.0' \ WATER IN PALE \ / \ BROWN FINE SAND SP \ \ 17' p`Z' DWELLING \ \ PUBLIC WATER \ \ NOTE: WATER ENCOUNTERED 10.3' \ ' BELOW SURFACE \ ►��h \ \ \ �, ELEVA77ONS REFERENCED TO NA VD 88 \ \ \ N KEY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \ r Q = REBAR APPROVAL OF CONC7RUCTED VIORKS FOR ►�O \ s . �. A SINGLE F1'.^."lY RESIDENCE \ ® = WELL ' ��22 DWELLING ® = STAKE Qat -Q I F..�.Rif.No.R I 0- /�- r� 0 S b PUBLIC WATER \ = TEST HOLE The w_Wig^6:po::3l and woAcr we?p`•i far-, les at this IXZ-tion have been \ Inspected and/or ca rti4:^d by this Oep?a- rent c.,other other agencies afound to DWELLING i ~ ® = PIPE be satisfactory FOR A MAXIMUM QF; BEDROOMS. � PUBLIC WATER \ NEW r0 MONUMENT �� ✓ f T.; \ �•Per R'F = WETLAND FLAG ' h \ y�P F9 M.3 = U77LI TY POLEJA r l = HYDRANT LOT NUMBERS REFER TO "MAP OF PECON/C BAY OAKS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 18, 1961 AS FILE NO.3434 1703. <3I�' �O N.YS. LIC. N0. 49618 DWELLING \ .Y S LIC. NO. 051132-01 ANY ALTERA770N OR ADD1770M TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 r/-► PUBLIC WATER \ PECON/C SURVEYORS. P.C. OF 2.TATE EDUCATI'ON LAW EXCEPT AS ALL CERTIFICA77ONS HEREON ARE PER VAUDSECTION THIS MAP AND AREA= 16,995 SO. Fl . \ (631) OX 90920 FAX (631) 765-1797 COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF \ P.O. BOX 909 THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. \ 1230 TRAVELER STREET SOUTHOLD,_MY 11971 20-039 GENERAL CONSTRUCTION MOTES Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FI FASTENING SCHEDULE In combustible construction where there is usable space both above and MIN. UNIFORMLY DISTRIBUTED LOADS below the concealed s FIXTURES 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. p g p y draftp BASED ON TABLE R602.3 (1) NAILING SCHEDULE ace of a floor-ceiling assembly, s shall be PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD as adopted by New York State May 12, 2020, installed so that the area of the concealed space does not exceed Additional Code Compliance: 1 000 square feet. Draftstopping shall the concealed space into approximately MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State, the DESCRIPTION NUMBER AND TYP SPACING AND equal areas.. Draftstopping shall be provided in the following locations: inches Uninhabitable attics without storage 10 OF FASTENER 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 1. Ceiling is suspended under floor framing. Fuel gas code; Existing building code; Property maintenance code. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 io LOCATION ALL CODES shall su ercede the drawings and shall be incorporated into the 2. Floor framing is constructed of truss-type open-web or perforated members. ITEM ROOF FRAMING p g p and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR drawings WHETHER they are indicated on the Plans or NOT. 15. No backfill shall be laced against the foundation walls Bidet 1-14 1 p g Balconies(exterior)and decks 40 10 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL Additions,Alterations & Renovations: shall conform with Appendix J until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 2 4-8d BOX 2-N OR CEILING JOISTS TO TOP PLATE ( ) Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 3-8d COMMON EACH JOIST,TOE NAIL 16. Double joists under parallel partitions and under whirlpool tubs. CEILING JOISTS NOT ATTACHED TO PARALLEL 2. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. Floor drain 2 Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP Kitchen sink (one or two traps, With Or 4 CEILING JOISTS ATTACHED TO PARALLEL 3. The contractor prior to the start of construction shall verify all Guard in-fill components 50 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP 17. Metal flashing shall be installed were concrete abuts wood, without dishwasher and food waste disposer) 1-1/2 COLLAR TIES 4-10d BOX (3") OR dimensions, existing or new and be responsible for field fit. and were decks abut house framing. Laundry tub (one or more compartments) _ passenger garages 50 5 OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND 18. Install joist hangers at all flush structural load bearing conditions, ,� \ shall be installed in accordance under latest State approved Building Codes. Shower (based on the total flovl rate through Sleeping rooms 30 10 4.10d BOX 1 TOE NAILS ON OPPOSITE SIDE V All systems are to be desiclned, installed, & specified by the general contractors; HVAC, showerheads and bod S ra S OF EACH RAFTER OR TRUSS 19. All habitable rooms shall be provided with aggregate glazing area y p y ) stairs electrical or plumbing sub-contractors. of not less 8 percent of the floor area of that room, and the minimum Flow rate: 40 20 4-16d OR Electrical certificates are to be provided the electrical contractor. p 7 ROOF RAFTERS To RIDGE,VALLEY OR HIP m r-\ U openable area to the outdoors shall be 4 percent of the floor area being 5.7 gpand less 1-1/2 Roof 20 20 3-i 0d COMMON TOE NAIL W ventilated. Refer to Residential Code section R303 More than 5.7 m U to 12.3 m 2 3-16d BOX OR w 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity gpm p gpm 2-16d COMMON END NAIL of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall More than 12.3 gpm up to 25.8 gpm 3 � 20. All window and door headers to be 2-2x10 unless noted otherwise. ALLOWABLE of " w be the responsibility of the general contractor to verify the depth of all existing footings More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS MEMBERS ALLOWABLE WALL FRAMING H 101-! DEFLECTION $ STUD TO STUD(NOT AT BRACED WALL PANELS) 16d COMMON Vent range hoods V 1 disturbed by construction. 21. Vent dryers to exterior as per Section M1502 Rafters having slopes greater than 3/12 with (3.5"x 0.162" 24"O.C.FACE NAIL Bath rooms/mechannical ventilation as per Section M1507 w Where the building official determines that in-place soils with an allowable bearing capacity no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STLiDS AT 16d BOX per Section M1503 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall Interior walls and partitions be determined by a soils investigation. parH/180 10 BUILT-UP HEADER 16d COMMON 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per TABLE R302.6 L/360 (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES 0 o the Section 314 and NFPA 72 . Shall be provided in each sleeping Room, 5-8d BOX 2 1/2"X0.113" 11 CONTINUOUS HEADER TO STUD ( - ) 6. Cast-in-place concrete shell) be air entrained; 5/a < 7/o total air content by volume and have DWELLING-GARAGE SEPARATION TOE NAIL OR 4-Bd COMMON w .. outside of each separate sleeping area in the immediate vicinity of the bedroom All other structural memebers L/240 an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, SEPARATION MATERIAL 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. and on each story of the dwelling, including basement and cellars and not less than Exterior walls with stucco finish H/360 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH O All Concrete shall conform) to the latest ACI standards. FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END interconnected and hardwired to a Commercial Source. EQUIVALENT TO THE GARAGE SIDE Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX 13 JOIST)MIN 24"LAP SPLICE LENGTH) WHENEVER an alteration, addition, or conversion is made to an Existing w Reinforcement: Steel reinforcement shall comply with the requirements FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END Residence, the smoke detection system of the ENTIRE residence must be BOARD SIESMIC BRACED WALL LINE SPACING>25' 12-16d(3-112"x 0.135") JOIST)MIN N LAP SPLICE LENGTH) of ASTM A 615,tr 706 orf 996. brought up to code hardwired and interconnected. L=span length, H=span height Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 14 BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST isd COMMON (3-1/2")OR is"O.C. FACE NAIL USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING(NOT BRACED IST, ) 16 BOX(3-ON 12"O.C. FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 (� R404.1.2(9). TABLE R802.5.2 of the 2020 fire code of NY Shall be Installed outside of each separate sleeping area 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-i6d BOX 3 EACH 16"O.C.FACE NAIL in the immediate vicinity of the bedrooms. combination carbon monoxide DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING AT BRACED WALL PANELS ' EXTERIOR WALLS THAT ARE WITHIN THIS AREA ( ) 2 16d COMMON 2 EACH 16"O.C.FACE NAIL ® F-z-I � Location of Reinforcement: The center of vertical reinforcement in basement walls shall be and smoke alarms shall be permitted in lieu of carbon monoxide alarms. RAFTER RAFTER GROUND SNOW:20 PSF located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). 16 3-i6d BOX Q Q o SLOPE SPACING TOP OR BOTTOM PLATE TO STUD 2 16d COMMON END NAIL ^ Z Vertical reinforcement in basement walls shall be located All CO alarms shall be connected to the lighting circuit with no intervening wall OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 1""1 M1� CD to provide a maximum cover of 1-1/4 inches from the inside face. SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 3-1od BOX switch with battery backup. Battery-powered alarms are not allowed. 17 TOP PLATES,LAPS AT CORNERS AIVq INTERSECTIONS FACE NAIL RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-16d COMMON Concrete basement foundations shall have horizontal reinforcement as follows: 24. WALL BRACING: Buildings shall be braced in accordance with SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL Based on R404.1.2(1)- (includes basement entrances and window wells) section R602.10.4.2 Continuous sheathing method. NUMBER OF 16D COMMON NAILS 18 Q t� U P4 Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 2-8d COMMON wall and One#4 bar near I-nid-height of wall. End conditions for braced wall lines for the continuous sheathing shall conform 3: 12 1s"O.C. 5 s 10 13DO 4.4 Greater than 8 foot Wall Height: One#4 bar within 12 inches of the to of to Figure R602.10.7. Braced wall panel connections g p shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 wall and One#4 bar near the third points in the wall story. Fastening Schedule for wood Structural panels Cn 5: 12 16"O.C. 3 5 6 8 E s 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be w 7. Base design value for visually graded dimensional lumber: Joists studs Rafters and All p p o = 2.N Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 provided to transmit the applicable uplift forces in section R80211.1 from the Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 m o E roof assembly to the foundation. Type Less than or less than or less than or FLOOR FRAMING ° i'' t € s N 8 L o w -..- in. Fb for dimensional lumber= 850 psi, equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 is'O.C. 3 4 4 5 q q q a�GII't `o° u = r4c Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4-8d Box `g N m o U o ° 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST a� Including but no limited to: Deck Framing, Posts, Headers, Girders& Ledgers. NO 8 Wood screw 12:12 16"O.C. 3 3 4 4 3-8d COMMON PER JOIST-TOE NAIL E t a � =Y asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 16 inches 10 inches �•°�� °'� as per Table R905.2.4.1 of the NYS Residential Code. based anchor with 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON E ° o "w y a U Y 8. L EXTERIOR LUMBER Shall be ACID requiring the following: Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or 2 inch embedment on center on center on center THIS TABLE APPLIES To CEILING JOISTS LOCATED AT THE 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL r.y 2 0 0 a a.) All Fasteners Shall be Hot Dipped Galvanized -ASTM A 153 class D BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS �,s 5 ° 3 -C N._ or stainless steel. copper roofing nails, minimum 12 gage shank with aminimum- lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT BLOCKING To JOIST 2-10d BOX o o u ,° a a--a L 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing CONNECTION SHALL BE INCREASED AS FOLLOWS: 23 2 8d COMMON EACH END a, - 0 � b.) Use Copper flashing Only against ACID Lumber Sill Plates No 10 Wood screw t r N c.) All Structural connectors i.e. simpson strong-Tie or USP, etc and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer but not less than 4 per strip. based anchor with 16 inches 12 inches 9 inches HEEL JOINT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL u =c w c- ° ° o ° shall be Hot-Dipped Galvanized or Stainless Steel. H c / H r 3-16d COMMON ° ° -o 2 _ ° - ° 2 inch embedment on center on center on center L •5 r= E ° a 27. Flame Spread Index: R302.9 lenght - 1 / 3 1.5 3 16d COMMON �, _ a c _C _0 o 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be wall and ceiling finishes shall have a flame spread index:5 200 25 2" PLANKS(PLANK&BEAM FLOOR ROOF) 4 10d BOX AT EACH BEARING, FACE NAIL t o = = L c M o o w ` 1 /4 1.33 � U � CUa• F- coEcL.E`° 'ci installed in accordance with the manufacturers latest installation details, Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies Framing connectors,Allowable Hole diagrams, specifications, etc. & attics shall have a flame spread index 5 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-10d BOX 1 / 6 1.20 3-18d COMMON PER JOIST 25 _ "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. "Parallam PSL" Design Stress: E= 2.0, Fb =2,900 psi, Fv= 290 psi Smoke-developed Index: R302.10 Z 27 BUILT-UP GIRDERS AND BEAMS 1od BOX 24"O.C. FACE NAIL TO TOP&BOTTOM Z "Anthony Power Beams Design Stress; E =2.1, Fb = 3000 psi, Fv = 300 psi wall and ceiling finishes having a smoke-developed index 5 450 b. Fasteners shall be installed at opposing ends of the wood structural panel. STAGGERED ON OPPOSITE SIDES W �- _ Fasteners shall be located a minimum of 1 inch from the edge of the panel.Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies g p TABLE 802.11 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER, FACE NAIL U) I,_ V C 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, & attics shall have asmoke-developed index:5 450 tested with ASTM E 84 or UL 723 3-isd COMMON J 0 W 0 ..-. each sleeping rooms in basement, habitable attics, and every sleeping room c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND shall have at least ONE operable emergency escape opening as follows: 28. SWIMMING POOLS. Shall conform to Section R326 not less than 2 inches into the building frame. Fasteners shall be located not less than 29 BRIDGING OR BLOCKING TO JOIST 2 10d BOX EACH END, TOE NAIL _J Z Z _J O Sill height of not more than 44 inches above finished floor. 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C Q J Z Q N dr SPACING SPAN WOD STRUCTURAL PANELS,SUBFLOOR, W Q O F-- cD A. Minimum net clear opening of 5.7 square feet. 29. SOLAR READY DWELLINGS: Shall conform to Section R324, (FEET) ULTIMATE WIND SPEED ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = � U W 'a Except grade floor openings shall have a minimum net clear including but not limited to: Solar ready roof zone area of not less than d. Where screws are attached to masonry or masonry/stucco they shall be attached E opening of 5 square feet. 300 s ft.Access and pathways, roof access points, using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING fly LU = N q p y p ground access areas. g ROOF PITCH ROOF PITCH B. Minimum net clear opening height shall be 24 inches. � panels shall not be located less than 18 from a valley 1 500 pounds. Q <5:12 i 5:12 <5:12 Z 5:12 SPACING OF FASTENERS W ._I C. Minimum net clear opening width shall be 20". DESCRIPTION OF NUMBER AND TYP D. emergency escape and rescue openings shall be operational BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING � LL A permanent certificate indicating the "solar-ready zone"and other requirements of 16"O.C. 12 214 201 263 247 OF FASTENER PANEL EDGES SUPPORTS GABLE END WALL FRAMING from the inside of the room without use of keys or tools, this section shall be posted near the electrical panel or water heater by the builder, Exterior glazing in buildings located in Wood-Borne debris regions shall WHERE Basement contain more than one or more sleeping rooms, be protected from wind borne debris. 16"O.C. 18 277 259 342 3226d COMMON(SUBFLOOR,WALL) an emergency escape opening shall be provided for EACH sleeping room. The main electrical panel shall have reserved space for a dual pole circuit breaker Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 3/8" - 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" Emergancy escape and rescue opening shall open directly to the outside for future solar electric installation and labeled "for future solar electric". and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 16"O.C. 24 340 318 422 396 Garage door glazed opening protection for wind borne debris shall meet31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 EXCEPTION: Grade floor or BELOW grade floor openings shall have ANSI/DASMA 115. Areas within hurricane prone regions: 16"O.C. 2a 34s 35s 476 446 a net clear opening of not less than 5 square feet. (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 1-114"SCREWS TYPE W or S 7" 7" 31. NEW Construction /Additions&Alterations: wind speed is 130 miles per hour or greater. 0 11. STAIR HANDRAIL: R311,7.8 Provide Handrail on at least one side of each (2). In areas where the ultimate wind design speed is 140 MPH or greater. 1s"O.C. 3s 4s9 43s 53a 547 W continuous run of treads or flight with FOUR OR MORE RISERS. it shall be the responsibility of the General contractor to his subcontractors to submit 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 711 I- in detail the design, calculations, drawings, written statements of the mechanical, 16"O.C. 42 535 499 664 622 � Handrail Height measured above stair tread nosing, shall not be less than A. EXCEPTION: z air conditioning,ventilation. heating systems ( new, existing or upgraded) 16"o.C. 48 599 559 745 697 0 34 inches and not more than 38inches. All Handrails shall be continuous Wood Structural panels with a minimum of thickness of 7/16 inch EXTERIOR WALL WOOD STRUCTURAL PANELS N CD stamped by a professional engineer if required by the Owner or Building Dept. the full length of the stair from a point directly above the top riser of a flight and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) N to a point directly above the lowest riser of the flight. Handrails adjacent to 6" DIAMETER -► protection. Panels shall be precut& predrilled to cover the glazed openings J Lu W a wall shall have a space of not be less than 1-1/2 inches between the wall I• I with attachment hardware provided in the table belo". _ J and the handrail. see code for exceptions. "' Label all panels and store in a clean dry area of the house. MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING > Q TABLE 507.9.1.3{1) a W v Attachments shall be provided in accordance with the table NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD q 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" CONSTRUCTION TYPE as follows: DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD I 0 above the floor or grade below shall have a railing not less than 36 inches � : �' '9", "n", "Ill", "Iv", OR"v" PANEL SPAN RATING in height. Railings shall have Top rails and Balusters and Bottom rails that are �' JOIST SPAN 8d COMMON NAIL CONNECTION 1.75 INCH 24/16 1/2" " " „ NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed REFLECTIVE RED DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1' TO 12' (2.5"X 0131"} 16 O.C. 6 12 by the riser, tread and bottom rail of the guard rail at the open side of a stairway PANTONE#187 Z 1/2"DIA. LAG SCREW M "t are permitted to be of such a size that a 6 inch sphere cannot pass through. 30" 23" 1s" 15" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 r h� i & 1/2"MAX. SHEATHING Open sides of stairs with a total rise of more than 30 inches above the floor or j� ;-""``` grade below shall have guards not less than 34 inches in height measured GYPSUM BOARD FRAMING SPACING OF FASTENERS vertical) from t REFLECTIVE ; 1/2"DIA.THRU BOLT GYPSUM BOARD y he nosing of the treads. WHITE FIELD & 1/2"MAX. SHEATHING 36" 36" 34" 29" THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS M,...l FRAMING SPACING NAILS SCREWS TO WOOD FRAMING 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window 12'1"TO 14' 14'1"To 16' 16'1"TO 18' opening is located LESS than 24 inches above the finished floor and GREATER TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS than 72 inches -� NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD WALL EITHER DIRECTION 16"O.C. „ of the building, the above thedwindow must grade or other surface below on the exterior -.. �•-- 1/2 DIA. LAG SCREW 8 16 W � N must be provided with a window opening control device DESIGNATION FOR STRUCTURAL -- & 1/2"MAX.SHEATHING 13" 11" 10" EITHER DIRECTION 16^O.C. „ ;i „ Applicant shall provide engineered wood placard WALL that compiles with R312.2.2 Window Opening Control Devices. COMPONENTS THATARE OF 1/2 pp I p g p p 1/2" structural plywood 5/8" G EITHER DIRECTION 16 O.C. 7 12 6d COOLER NAILS E"� a p p 9 on or adjacent to electrical meter box for field inspection, 1/2"DIA.THRU BOLT TRUSS TYPE CONSTRUCTION STROKE .--r g "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, Panel, Attached to „ 24" 21" 19" O 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in & 1/2 MAX.SHEATHING TYPE"x" AT 1-7/9"LONG 6d COATED NAILS OR � v� Frame in accordance „ GARAGE CEILINGEQUIVALANT DRYWALL SCREWS. GIRDERS AND BEAMS Pre Engineered Wood Construction And/or Timber Construction 5/8 BENEATH PERPENDICULAR 16"O.C. 6 611 SCREWS SHALL COMPLY WITH r ¢ Z o accordance with R302.11 thru R302.11.2 and Draftstopping shall be for new dwelling and/or any addition,alteration with Table R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS IRC SECTION R702.3.5.1 C-'I installed per R302.12 thru R302.12.1 "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 ,," cIZ: shall be affixed on or adjacent to any electric box attached to the exterior of the residential code LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) M Fireblocking materials R302.11.1 shall be as follows: "FR" FLOORAND ROOF FRAMING of the structure for field inspection of New York State A. ULTIMATE WIND DESIGN SPEED IS 130 MPHOR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE c� END WALL FRAMING SHALL BE SPACED 6"O.C.. 1. Two - inch nominal lumber UNDER SECTION 602 of THE BCNYS A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS / b 2. 1/2" gypsum board O ® F-�I x v 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES SHALL BE SPACED 6"O.0 FOR A MINIMUM 48'DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER TO -10 with the 10 foot horizontal fireblocking in walls constructed using parallel OF FOUNDATION MATERIALS WINDOW UNIT GABLE END WALL FRAMING 0:3c� rows of studs or staggered studs. DESIGN CRITERIA ��REO AAIDy a/ o 4. cellulose insulation installed and tested in accordance with ASTM E 119 or CLASS OF MATERIAL LOAD-BEARING PRESSURE specific:applications Crystalline bedrock 12,000 psf UL 263, for the s p pp Sedimentary and foliated rock 4,000 psf Wind speed: 140 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) Sandy gravel and/or gravel(GW and GP) 3,000 psf No of stories: 2 a< N Sand,silty sand,clayey sand,silty gravel and clayey gravel WIND DESIGN (SW,SP,SM,SC,GM and GC) 2,000 psf Mean Roof Ht: 30 ft GROUND SUBJECT TO DAMAGE FROM Clay,sandy clay,silty clay,clayey silt, silt and sandy silt Roof pitch: per planFROST SNOW SPEED TOPOGRAPHIC SPECIAL WIND BORNE WIND SIESMIC WINTER ICE SHIELD AIR MEAN (CL, ML,MH and CH) 1,500 psf PLYWOOD STORM PANEL LOAD WIND EXPOSURE DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL Bldg Length per plan SHUTTER DETAIL (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY LINE TERMITE TEMP REQUIREINDEX TEMP D HAZARD �?` 0 yOQ` a.When soil tests are required by Section R401,4, Bldg Width Per plan ZONE DEPTH 01gp F � w the allowable bearing capacities of the soil shall be part of the recommendations. Refer t0 General Notes for Panel 20 LBS 140 NO NO NO I L- B B SEVERE 3-0 MODERATE 11 YES NO 1500 or less bldg aspect ratio: 3:1 � ,� TO HEAVY b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Nailing Sched: Table R602.3(1 fastener requirements. M. In accordance with Section R301,2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. are likely to be present at the site, the allowable bearing capacity shall be [NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. 0", determined by a soils investigation. O.Sites at elevations above 1,000 feet shall have their ground snow load Increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Extent of header(two braced wall segments) _I Outside Elevation /— CONTINUOUS RIM FULL HEIGHT BLOCKING — Extent of header(one braced wall segment) OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING METHOD WSP: EXTERIOR SHEATHING ALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ 16 Side Elevate "OC ALONG OF BRACED W ° _ ° on ,I II I•I 1, PER TABLE R602.3(3)-FASTENERS 6" BRACED WALL PANEL BRACED WALL PANEL a— ° ON EDGE, 12"FIELD. INTERIOR SHEATHING o 'm •I I•I l'l I' PER TABLE R602.3(1).FASTENERS VARIES 2-16d NAILS EACH SIDE s -- ° ° ° ° fasten king stud to header with ° ° ° Min.3"x 11-1/4"net header Header / 6-16d sinker nails I I•I I I , METHOD CS-WSP: ° ° ° shall occur at top of wall ° ° ° o •I I'I �/I-•1� AS PER TABLE R602.3(3) ° ° ° ° ° ° ° ° ° fasten top plate to header with -�.:° °° two rows of 16d sinker nails 3"o.c, FT EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS ° Header shall be To late continuity is �° w •I f l 8d @ 6' O.C.ALONG P P Y WITH 8d COMMON NAILS BRACED WALL PANEL Sd A E O.C.ALONG BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER ° fastened to the required per R602.3.2 I 0.131 X 2.5"LONG BRACED WALL PANEL BRACED WALL PANEL 9 Braced wall line ( ) kin stud with continuously sheeted \ AT 6"O.C.ON EDGE AND 12" O.C. Minimum 40001b header-to-jack-stud W •I 6-16d sinker nails IN FIELD BRACED WALL PANEL I. BRACED WALL PANEL BRACED WALL PANEL o, •X Fasten sheathing to header with 8d common nails in 3 in.grid with 1/2"wood ° strap on both side of opening BRACED WALL PANEL BRACED WALL PANEL ° structural panels ° BRACED WALL PANEL INTERIOR FINISH: _ ° w I° pattern as shown and 3 in.o.c.in all framing(studs and sills) of ° apposite side of sheathing _ 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG — Minimum 40001b header-to-jack-stud strap I.1 3-16d @ 16"OC ALONG m �' 1° Lu I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH 's b S' 1° on both side of o W W I'I I'I BRACED WALL PANEL 3 16d @ 16"OC ALONG @ opening opposite side of o Panel splice edges shall occur over WITH TABLE R702.3.5 OR BRACED WALL PANEL cn sheathing and be ailed to common blockingQ BRACED WALL PANEL BLOCKING MEMEBER o � g _ ,I I,I 1.1 SHEATHING 3(1)FOR EXTERIOR WALL - -- n. minimum - - - J CONTINUOUS RIM OR L --- °�io 1%2" Double strucral panel sheathing -- eghheghtmOne raw1off3"oc.nailing TABLE R60 .F.1. J. in Fes"+ M—•I W J — — — — — - — = a: CONTINUOUS RIM OR X is required in each panel edge. ~ — ,M - with 8d common nails @ 3"o.c.in all framing q P g 'I I'I �• END JOIST Q I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST (studs,blocking,and sills)typical if needed [j] •I I�I l'I OVER AND BE FASTENED TO COMMON STUDS. HORIZONTAL PANEL JOINTS IN BRACED 2'to 18'(finished width) Min Double 2x4 or w I I,I I I I• WALLS PANELS SHALL OCCUR OVER l I 2-16d NAILS EACH SIDE 2x6 King&Jack stud 1!2"min.thickness wood structural .I I - I•I I, AND BE FASTENED TO 1-1/2"THICK per Table R602.10.5 panel sheathing COMMON BLOCKING Min double 2 x post ,1 INTERIOR` I•I I. FULL HEIGHT BLOCKING ADDITIONAL FRAMING �_ rTl •• ,I SPACING l I I I CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW ( ) YP• Table R602.7(1&2) I• FULL HEIGHT BLOCKING Min. 2 2x4 t No,of'ack studs per .I II Il l 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL (1)5/8"Diameter anchor bolt l 1. 2 X BOTTOM PLATE (2)Simpson STHD14 ° ° ° as p r R403.1.6 6"plate washer -- O as per ,I I•I I•I l •I I•I I•I I• strap tie hoedowns O EDGE SPACING -6" embedded into concrete and nailed into framing F-•'— - - — '-' — —' N OR Simpson HDU2 FIGURE R602.10.8(1) FIGURE R602.10.8(2) � F? � c�] BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN FASTENING REQUIREMENTS FOR PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING BRACED WALL PANEL AS PER FRAMING FRAMING METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS - FIGURE R602.10.6.2 o 1 (ABLE R602.3.(3) 2 3 _*,4 stud corner Simpson 1-1/4" galv. x 20 gage H2A Studo Rafter /coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A Simpson HDU2 between 9-1/4"to 15-1/4" nails in each end at each rafter. y = at each Rafter. With . Typical Metal provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o m.� with 6-Simpson WINDOW HDR braced wall panels .0 o E Strapping „ „ PROVIDE STRUCTURAL RIDGES SDS 1/4"x2-1/2" at Openings c� (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field @ Ch (D (D m= o C,° 12 wood screws r ( " spacing g g Each Rafter on Each side - o = N o Horizontally attached 5) 8d x 1-1/2 nails in Stud Nails acin Nailin -See Nailin _ „ �. >, plywood sheathing of Dwg-1 of Ridge to have a � �a s u @ � ca ZE shall have Solid Blacking a� _ L N o :&.2 m Threaded Rod with Nuts Simpson LSU skewable hanger E @all Plywood Joints 5 m c o 4E Finger Tight plus 1/2 turn a.0 .° Y with a wrench SIMPSON H2A mL H o z- r c'c�3 a 3 Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil _ ° `° - rafters attached to top (5) 8d x 1-1/2" nails in Rafter o o C t o g 0�?L 08 w �--T cial floors stem plate with 8d nails 6"o.c. 2 8d x 1-1/2" nails in late Strap with (5)-8d common nails y N 0)a-e = �, YP Y @ ( ) p qo ,u - 0- alonglength of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs ° 2 a"-o `o E Comer Holdowns o 6 E a o a u"L E m g ( ) Look Out Blocks ° r a= __ �� a o Refer to plans panel. and window or door Header. Less thanCD _Simpson HDU2 for locations Zv Typical each side and ALL or Equal Gable End Wall E 0 N(D L) • if required r q . ii. o ro r Q N c m E m o o `V.N N CU U f0 = N y LO •�C EU windows and doors. „ a) E E m m with 6-Simpson to 12 � � _� = L = ° ° SDS 1/4"x2-1/2" RIM JOIST BLOCKING BETWEEN RAFTERS (c) BRACED WALL PANELS Hou, mv H- mEa.Eoo- wood screws Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS this page. NTS RAFTER TO RIDGE STRAP R802.3 TYPICAL ELEVATION NTS IN LIEU TYPICAL HOLD DOWN WALL TO HEADER STRAPPING PROVIDE MIN.2X04FCOL AR TIES @48"O.C.RIDGE STRAPS Z Z BETWE=EN 1 ST & 2ND FLOOR LOCATED IN THE UPPER THIRD C� 5 N.T.S. 6 7 NOTE; 8d COMMON NAILS ARE 8 9 OF THE ATTIC SPACE AND ATTACHED J ntS 2-112" LONG TO THE RAFTERS WITH END 4-8D NAILS O 0 Q�/ 2X P.T.LEDGER; MUST BE ONE SIZE —J Ldp W GREATER THAN DECK JOIST AND TREATED WOOD O I..— 0 CONTINUOUS FLASHING NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO '^ EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH LING SIMPSON BSC vJ PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR I I SYOSTEM IV NYLTE IRAILLIING ALL THRESHOLD CAREFUL PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS I I�OPAND BOTTOM RAIL see Schedule on DWG-1 AT 6"OCC. OUTER THIRD CUT FLASHED&CAULKED TO AND COLUMN COVER AND tip of lag screw shall fully extend beyond I i POST TO HEADER CONNECTOR OF SPAN ONLY LENGTH PREVENT WATER INTRUSIONthe inside face of the band joist. COMPOSITE DECKING COLUMN CAP.MEET RCNYS EXTERIOR OR ATTACHED PER i I FOR CODE 12„ Min MANUF,SPECIFICATION SIMPSON ABU POST BEARING WALL GALV.DECK HANGER Igl 4”TREATED POST TO CONCRETE BRACKET '. SIMPSON LUS26 @ 2X6 X 4 TREATED POSTS @ FRONT PORCH DECK o SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 LAG BOLTED TO JOIST - NOTCH GREATER SIMPSON LUS28 @ 2X10 4"TREATED POST 2-1/2"GALVINIZED CARRIAGE BOLTS 1/4 JOIST 0 AS PER MANUFACTURES "MIN. ._- THAN 50% I @REAR DECK OR SIMPSON SD STRUCTURAL DEPTH,MAX. CLEAR (PERCENT)OF SPECIFICATIONS. 1/6 JOIST � PLATE WIDTH 16 GAGE(D.058 IN.)AND 1.5 IN.WIDE = O 112"DIA.GALV BOLTS W/ CONNECTOR SCREW DEPTH,MAX. S W 2 x JOISTS I GRADE 1/3 JOIST METAL TIE FASTENED ACROSS AND "' LOCK WASHERS. ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH,MAX. TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SD#9 x 1-112"SCREWS EPDXY ANCHORING ADHESIVE FOR � ALLOWABLE LOAD PER TIE:840 LBS O USE WITH THREADED ROD Use 1-1/4" Metal o z NOTCH WITH 8-10D NAILS EACH SIDE `vim 2x RIM JOIST ATTACHED WITH �., NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS OR z MECHANICAL ANCHORS;SIMPSON o N co AND TWO WITHIN 24"OF EACH END OF DECK WEDGE-ALL WEDGE ANCHOR �� Coil Strap 20 Gage CD (3)#10 X 3"WOOD SCREWS 2 Solid sawn foist and rafter 12 Min (5) 8d common nails `�' o , 3„ } boring TOP PLATES OR R507.6.2 SIMPSON H2.5 AT M CAST-IN-PLACE CONCRETE FOOTING: n O LC11 I n q and IJO rI n q I I rn ItS. 1 in EACH END at J J \PIPE SIMPSON DTT2Z W/(8)114"x 1-1/2"SDS SCREWS BLOCKING EACH JOIST FOOTINGS MUST 16"DIAMETER-SEE FDN PLAN �l EACH Stud. W U ALLOWABLE LOAD PER TIE: 1,825 LBS OVER BEAM BEAR ON TO VIRGIN SOIL NTS 8d 6" oc Along NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH ° SIMPSON BC UNDISTURBED (MIN 36"BELOW GRADE) rn MIN THREAD OF EACH END OF DECK: POST GIRDER SOIL Braced Wall Panel PENTRATION JOIST CONNECTOR FIGURE 8602.6.1 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" FIGURE 8602.10.8(1) TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD OR HEADER P.T. POST TO CONC. PIER & FOOTING WALL TO WALL STRAP 4 ACCOMMADATE PIPING R507 EXTERIOR DECKS CONNECTION C@ PORCHES & DECKS NTS NTS H lo 1 1 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 SIMPSON ABU INSTALLED IN ACCORDANCE 14 15 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. H 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 z_ FASTENERS at each stud a TOP PLATES TOP PLATES SEE TABLE 507.2 iii IN 2 ROWS Strap may be attached OVER the plywood OR directly to the may be attached OVER DECK STAIR U @ @ �O O .5"MIN FOR 2X8' Studs, the plywood OR directly to T76.5" MIN FOR 2X10 Studs. V '- STUD BORED HOLE MAX. STUD 5"MAX O O O O .5"MIN FOR 2X12 CV � BORED HOLE MAX. DIAMETER 60% DIAMETER 40 /° (PERCENT;OF STUD (PERCENT)OF o DEPTH o r N .; M ^0 STUD DEPTH I I ;P,°; , 3-16d @ 16" oc Along GRADE "a o0 0 5/8"MIN. 5/e"MIN. 5/8"MIN 5/8"MIN, 2"MIN LAG SCREW OR THRU-BOLT a " /Braced Wall Panel '" _ o TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 314"MIN — — ° 1° > o > Z ® xi =III=III ; `', - FIGURE R602.10.8(1) a ' _ NOTCH MUST NOT NOTCH MUST NOT I I 111=I I ° '�° N ° °' d N c� EXCEED 25% 0 EXCEED 40% 0 =11111 °' '� !' Q <� (PERCENT)OF (PERCENT)OF STUD DEPTH 0 STUD DEPTH ° D .� _ PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD ` BORED HOLES SHALL �_ � D IF HOLE IS BETWEEN NOT BE LOCATED IN STRAPPING - BORED HOLES SHALL 40%(PERCENT)AND THE SAME CROSS PER FIGURE R507.9.1.3 (1) cfl '; 10"x LENGTH OF STEP ,� �@�• n 60%(PERCENT)OF ° CAST-IN-PLACE FOOTING NOT BE LOCATED IN SSECTION OF THE CUT Applies to Garage Wall and TUD DEPTH THEN —__ ° '` ` ONOTCH IN STUD THE SAME CROSS R UNDER BOTTOM RISER a STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" =III=III =� { SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction OR NOTCH IN STUD SUCCESSIVE STUDS 'SPACING IS REDUCED TO THAT OF "=115ARE DOUBLED : AND SOBORED LAG SCREWS TO ATTACH 2X8 LEDGERS STAIR FOOTING DETAIL TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR NTS c,� WASHERS NOT PERMITTED) RAFTER FACE TYPICAL l O1Sui� Q• FIGURE 8602.6(1) FIGURE 8602.6(2) NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD c NOTCHING AND OF NE 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. 9 CEMENT BACKER BOARD Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes TUB SURROUND FINISH glued together see plan w/ MANUFACTURED LIGHT ENCLOSURE Fill entire Cavity to up and out of the FIA and la on plywood ATTIC INSULATION Exterior Y Y p Yw R-38 Batt Insul. EIING FRAMING Sheathing Y JRR°u" attic hatch - R-value g Sealant subfloor way for access Double Frame Attic PR Typ Roof Const. Insulation dams NUOUS BEA OF equal to the Ceiling prevent loose-fill NT access opening Base plate---- _ . OVI CDE BLOCKING LOC'Ty ATKIIN ITY AT BAT insulation requirement x CJ w/ insulation Sealed to Air Seal insulation from AT EXTERIOR failing through INSULATED as per drawings floor Gasket g g JJALL Typ ROFILE WALL see Soffit see Sealant 666- 6 access HING NUOUS BEAD O , i NTConst. Dwgs �� gsolid blocking Sealant or 1 min Ri idor rigid insulation EXPANDING M adhesive Insulation. Air sealed around Weatherstripping eal stairs a 0 _-w°OD FRAME XPANDING FOAM SEALANT T Exterior wall Sealed at perimeter Panel frame gap FLOORASSEM9�W- Casing „ I EONTINUOUS BEAD OF SEALANT Yp finish w/ soffit material four edges with caulk 112" Gyp. Wall See Const. Dwgs Pull-down 1 x2 Stop Board RECESSED LIGHTING FIXTURE or foam 1/2" plywood DRYWALL CEILING staircase � w attic hatch F4 DRAF'TSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE PULL-DOWN STAIRCASE FTS w INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL (a) DETAIL n ^ ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS Baltic Door Energy Conservation Products 25x54 Attic Pull Down Stair Ladder Cover, R-50 Insulation r.-!7n Arne Stair Cnvnr V 1 Thinprofile Fireplace enclosu structural Eave baffle installed sheathing adjacent to soffit and eave insulated to top vents. Baffle shall extend over Table R402.4.1.1--Air barrier and insulation installation. of second floor Sheet Metal Firestop ceilingline Seal joint with K, the top of the attic insulation Non-combustabte CONTINUOUS BEAD as per chapter 11 TYP. ROOF CONST. TABLE 8402.4.1.1 support sealant OF SEALANT (8402.2.3) w0 � AIR BARRIER AND INSULATION INSTALLATION blocking 2 x CJ W/ INSULATION f ' COMPONENT AIR BARRIERCRITERIAa INSULATION CRITERIAa 1/4 structural sheathing , Z as enclosure liner sealed SUBFLOOR GLUED,CAULKED OR GASKETED Typ Fascia/ AS PER DRAWINGS General A continuous air barrier shall be installed Air- cmieable insulation shall not be used as a sealing material. Sealant or TO RIM JOIST/RIM CLOSURE OR HERS RATER i W w O N P g Soffit see . h�'-1 requirements in the building envelope. at perimeter and seams. i ,-.-, q g P adhesiveN Pre-Fab Fireplace SEALANT Const. Dwgs ! �-+ Exterior thermal envelope contains a )(( continuous air barrier. Refer to manufacturers SEALANT ro U specs for installation o Breaks or joints in the air barrier shall be <': manual SILL PLATE INSTALLED Typ. Exterior wall sealed. ^6 OVER GASKER SILL See Const. Dwgs Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The �b.. pical foundation & framing SEALANT installation density of the insulation shall be at the manufacturers'product See architectural plans recommendation and said density shall be maintained for all volume of 0 each cavity. Batt type insulation will show no voids or gaps and maintain an even density for the entire cavity. Batt insulation shall be AIR SEAL DETAIL (@PREFAP FIREPLACE installed in the recommended cavity depth. Where an obstruction in This detail is for weatherstripping and draft sealing, NTS AIR BARRIER AT FOUNDATION TO BAND JOISTS RAFTER SEALING AT ATTIC EAVE - the cavity due to services,blocking,bracing or other obstruction It is not to be used as a guide for fireplace installation• exists,the batt product will be cut to fit the remaining depth of the Refer to Manufacturer for installation manual. _ E.N P g P EXTERIOR WALL AIR BARRIER SEALING EXAMPLE cavity.Where the batt is cut aroumd obstructions,loose fill insulation �,'� o.o small be placed to fill any surface or concealed voids,and at the E r ° o 0 manufacturers'specified density. Where faced batt is used,the ENERGY NOTES o . � L o a C M installation tabs must be stapled to the face of the stud. There sliall be 9a. R403.3.2: Duct Sealing Mandato Ducts, it handlers and filter boxes shall LOW DENSITY SPRAY FOAM [ ,� = o a o 0 � o Q 1. All design & construction in compliance and built accordingly to the 9 ( rY) a r E .... £ , _6 ° m t5- 0 w o no compression to the batt at the edges of the cavity due to inset be sealed b an approved third art HERS Rater using the INSULATION, R VALUE IN --- a s J .° °.- ° o � ° stapling installation tabs. 2020 Energy Conservation Construction Code of New York State. Y Pp party ( ) 9 I . ° 08.2 o.. P g Manual "J" Manual "S" & "D"submitted at CO. ACCORDANCE WITH r - --_, i v 2.9. ° °Y The authority having jurisdiction shall be permitted to determine an Rigid Foam or I J = a ',•l- ;f 8- o Insulation that upon installation readily conforms to available space energy efficiency program to exceed the energy efficiency required b this code. Wood Blocking HERS REPORT I °'`� _ ° `°'- ° = 3 P 5 P 9Y Yp 9 9Y Y q Y 9 _. .� �� -°''� � i + ? a��.�3 L =�= �'38 � 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as backdam «� o o ° ° 6 Z. L shall be installed filling the entire cavity and within the manufacturers TYP. ROOF CONST. c I = � " a `� 2 density recommendation. All HVAC, Plumbing & Electricals stems shall meet the chapter 11 Ener air leakage by an approved third party(HERS Rater) using the ..r j >T N - - N efficiency, NYS mechanical code, 2020 energy conservation consevation code of NYS. manual J Manual , S & D submitted at CO. I U s 2 N 2 3 ° Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Roof underla ment ''�• , i ; � o 0 o ° o sealed to dri Yed 2 x CJ W/ INSULATION ' ; ,� r U s o ceiling/soffit shall be aligned with the air barrier. 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. 8403.3.5: Building cavities shall not be used as ducts or plenum. p g AS PER DRAWINGS °'° -.N `° r y =v L) En insulation and angaps in the air barrier 5` ° Y g P and posted on a wall in the space where the furnace is located OR HERS RATER {'.., ,, = a E M o °w scaled. 10. R403.4 (Mandatory)Mechanical system piping insulation carrying • . ;j t 3 N ca E a o a Access openings,dro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. Typ Fascia/ f P Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. b Component. Soffit see ---''� SEALANT i ? wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. g p (P p )p Y p 11. (8403.3.5) Building Cavities (Mandatory) r. Const. Dwgs shall be sealed. 4. 8402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenums, non-vented i r. P q (P P ) q :,.,,,�•,; to Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated sections N 1102.2 through N 1102.2.13 -I z> �•: I i v plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal 12. N 1103.5.1 (R403.5.1)Heated water circulation and temperature maintenance systems (Mandatory) z ..-_- top plate and top of exterior walls shall be resistance of R-3 per inch minimum. 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. Typ. Exterior wall - W sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. See Const. Dwgs installed in substantial contact and continuous alignment Frith the air or an approved third party using manual "J", "S" &"D". Automatic controls, temperature sensors and pumps shall be accessible. Q barrier. Manual controls shall be readily accessible. W 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 U) W Windows, skylights The space between window/door jambs through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) OPTIONAL - RAFTER SEALING AT ATTIC EAVE and doors and framing and skylights and framing The building shall be provided with ventilation that complies with the requirements of WITH SPRAY FOAM INSULATION r) shall be sealed. Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and DUCT SEALING REQUIREMENTS Rini joists Rim joists shall include the air barrier. Rim joists shall be insulated, air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automati,.or gravity dampers that close when the ventilation system Q test results shall be signed by the party conducting the test, is not operating. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain Refer to N1 102.4.1.2 for testing requirements. above garage and exposed edge of insulation. pennanent contact with the underside of subfloor decking or floor N 1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy cantilevered floors) framing cavity insulation shall be pennitted to be in contact with the 7, R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements topside of sheathing or continuous insulation installed on the combustion air. Factory built fireplaces shall be listed and labeled of Table N11 03.6.1. Exception: Where an air handler that is integral to tested and listed HVAC underside of floor framing and extend from the bottom to the top of all according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be APPROVED WINDOW perimeter floor framing members. powered by an electronically commutated motor. OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be small be covered with a Class I,black permanently attached to the crawls ace walls. provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) P y P the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with � ui vapor retarder with overlapping jonnts shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA O taped. Manual J or other approved heating and cooling calculation methodologies, o Z Shafts,penetrations Duct shafts,utility penetrations,and flue 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum New or replacement heating and cooling equipment shall have an efficiency shafts opening to exterior or of R-8 @ 3" or greater in diameter, and R-6 @ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the wlNDow N Ci Q unconditioned space shall be sealed. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. 24„ J U) W party using the Manual "J", Manual "S"& "D" submitted at CO. (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW --I U 15. N1104.1 (8404.1) Lighting equipment (Mandatory) < W PASS THROUGH FALL PREVENTION Not less than 90 percent of the permanently installed lighting fixtures shall DEVICE CONFORM To Q � Cl) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to p p Y g g FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE contain only high-efficacy lamps. FINISHED FLOOR the correct density without any voids or gaps or R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities sliall be filled by insulation that on installation readilyconforns to the FINISHED GRADE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR � available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED H FLOOR AND GREATER THAN 72"ABOVE THE FINISHED r h Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE v EXTERIOR SIDE OF THE BUILDING.SHALL r h� conditioned spaces. COMPLY AS FOLLOWS: FINISHED GRADE Recessed lighting Recessed light fixtures insta'led in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. C' TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO � c� �. installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE a ^ extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW .-- OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS 8310.2.1 O Shower/tub on The air barrier installed at eNterior walls adjacent to Exterior walls adjacent to showers and tubs shall be ice, U exterior wall showers and tubs shall separate them from the showers and insulated. QZ o tubs. N1101.14 (R401.3) Certificate (Mandatory) l� C7� "L� M Electrical/phone The aunt barrier shall be installed behind electrical or box on exterior wall cominunication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall o in the space where the furnace is located, a utility room or an approved location inside the building. I� �/ �o HVAC register HVAC regi ter boots tlnatpenetrate building thermal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit x zs `� boots envelope shall be sealed to the subfloor or drywall. p Y ® c3 directory label, service disconnect label or other required labels. The certificate shall indicate the �/ Q+ o cYn ct Concealed When required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components tn sprinklers only bescaled in a mariner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; QED ARC U be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results \�q walls orceilings. from any required duct system and building envelope air leakage testing performed on the building. Where there is more than one value for each component, the certificate shall indicate the value `�� IC = insulation contact. covering the largest area. The certificate shall indicate the a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 9 9 types and efficiencies of heating, i cooling and service water heating equipment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," �'; O� r�E`N , :0( as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. r CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet the egress requirements of R310. 2. All windows shall meet Section R308 Glazing and 3-Corner studs ` R308.4 Hazardous locations. connected to _� 3-2X 3. Windows were required shall meet the Window Fall transfer shear 6„ o Framing members protection requirement R312.2. F� load 4. Bathroom windows shall meet the hazardous glazing requirements as per R308.4 w 2-16d Nails o TYP. HDU2 HOLDOWN 5. Stairs, landings, railings & guards shall comply @ 6" o.c. w/ 6-SDS 1/4" x 2-1/2" Screws WINDOW WELLS WITH F--i LADDER&STEPS ,3.1 14'-6" 16'-3'/2" with R311 & R312 WITH A VERTICAL DEPTH GREATER THAN 44 INCHES 71-311 71-3" 6. Outside lighting shall comply with RE 3803.3 w SHALL BE EQUIPPED WITH PERMANENTLY 16"DIA.DECK FOOTING 7. Stairway illumination shall comply with R303.67 Q Simpson 5/8" threaded rod AFFIXED LADDER OR STEPS USABLE SEE DETAIL ON DWG-2 '....� F„_•{ H coupler-nut and SSTB anchor WITH THE WINDOW IN THE FULL OPEN -. �r - and R303.8 POSITION. RUNGS SHALL HAVE AN '� - - --- r - - - -- - - - - 8. Fireblocking shall comply with R302.11 thru R302.11.2 + - '--"F' -� I- I bolt thru-box and inbed INSIDE WIDTH OF AT LEAST 12 INCHES into concrete foundation. SHALL PROJECT AT LEAST 3 INCHES 2-2x8 P.T.GIRDER \- ® 9. Draftstopping shall conform to R302.12 thru R302.12.1 FROM THE WALL AND SHALL BE SPACED I 10. Flame spread and smoke-developed index for walls and framing NOT MORE THAN 18 INCHES ON-CENTER o t VERTICALLY FOR THE FULL HEIGHT OF I U io �� and ceilings shall compy with R302.9 thru R302.9.4 Preservative-treated THE WINDOW WELL. I \ o I 1 y 11. Flame spread and smoke-developed index for w barrier required for BARS,GRILLES,COVERS R310.4 N U o insulation shall compy with R302.10 thru R302.10.5 n Q connectors in contact BARS,GRILLES,GRATES OR SIMILAR ~ O 16"DIA. DECK FOOTING 11. Recessed lighting fixtures rated for C/) [..� with treated wood DEVICES ARE PERMITTED TO BE PLACED _ I SEE DETAIL ON DWG-2 membrane penetration shall meet ASTM E119 l OVER EMERGENCY ESCAPE AND RESCUE DECK LATERAL HOEDOWNS o �7, OOPENINGS PROVIDED AS FOLLOWS:NET SIMPSON DTT1Z w/(6)SD#9 ch and Fire Stopping as per ASTM E814 or UL 1479 CLEAR OPENING SIZE COMPLYING X 1-1/2"ONE WITHIN `' _i _ _ - - -_2 - - -' R, - - - - - _ -I 12. Exterior Decks shall comply with R507. WITH R310.1.1 TO R310.2.3 AND SHALL 24"OF EACH END AND TWO / /' 2-2x10 P.T.GIRDER /' '� 2x10 P.T.GIRDER/" , �� SIMPSON HDU CORNER HOLDOWN • lo-F - - -E3- - BE RELEASABLE OR REMOVABLE SPACED EQUALLYALONG DECK ;-I Cad BOX FRAMING NTS FROM THE INSIDE WITHOUT THE USE REFER TO DETAILS ON DWG-2 - 7'-0" 7'-1'/2" 5'-0" 5'-4" 5'-4" w N OF A KEY,TOOL,SPECIAL KNOWLEDGE Q OR FORCE GREATER THAN THAT REQUIRED 13'-11" 23'-7" 23'-7" 6'-g�/Z' 1'-0++ 20'_gy2" c't �I FOR THE NORMAL OPERATION OF THE ~ '- I ESCAPE AND RESCUE OPENING. 6'-11'/2" 6'-11' ( ° = ^ O UJ ------------------30X24 SLIDER---------------h r 0 @ co Cn Zo OM1 n' U)-0 M 3-Comer studs TYPICAL ; _____ 0 2X10 DECK LEDGER W connected to HDU2 cv SEE DET, ON DWG 2 HOLDOWN •--- -- ----------------------------------- ------------------------- t , • V1 [-•� U transfer shear - 12-2x8 P.T.GIRDER load ---------- ' ' ' TYPICAL DECK LATERAL HOLDOWNS WINDOW WELL R310.2.3 ' ° 1 HDU2 o SIMPSON DTT2Z w/(8) y 2-16d Nails 46" HORIZONTAL AREASHALL BE ; ; io 1 1 1/4"X 1-1/2"SDS OLDOWN ' _„ - ' ' WITHIN 24"OF EACH END E6 O.C. MIN 9'0"5Q FT.WITH A 1 1 d HORIZONTAL DIMENSION ; ' POIN a POINT _ POINT i i SEE DETAILS ON DWG-2 ° cTYP. HDU2 N OF MIN T-0"TO ALLOW FOR LOAD A OVE Ln LOAD ABOVE 1__ ___ EI LOAD ABOVE i i m O1 s 2 aEMERGENCYESCAPEAND ; BLOCKS LID BLOCK SOLID i BLOCK SOLID ' `- -----'--'- ----- iw vE`E a'�ic °o HOLDOWN RESCUE. LADDER SHALL BE + o , , v;° cPREMITTED TO ENCROACH - o t oI r' ___ ' '� ---' SEE DWG-3 DETAILS =-� ° , m `L �- Preservative-treated NOT MORE THAN 6' INTO o :____________ ; HDU2 HOEDOWNo °oREQUIRED WINDOW WELL ; o J O _ J ; `- -- o aav � v-------------------------- ---------- 5/8" Simpson barrier required for DEPTH. ' ' `1 0 > � 'a > I - -------------------- ` " ° SSTB J ' J O I Cal , C d U ,n Y m- 0 connectors In contact I o v N • ' 1 m E 2 c `o r n-` ° , I I • � � � � v ' co I .- -----------------------------� orin.� 3 t rn a.Z'o 0 3 Anchor Bolt -------------------------- I c = 3 I ►-�t H x o , `- `- I , , i a c V o o o s M N a 1 I �N = ch ti' x ' ' , , °° 8 m ° = a� m,= � with treated wood , o= N � y I 1 n,,��` - a' N per manuf. Specs `Q�' W "' ' "' ' '� t ca'_- N o E ' .= N n N I I U ='D O 2T U 6,:_ C J 42'-11'/2 a I I ; ; s o'io Y = °_ ° 1 i �Cf) ; i i i - a aZi C ` Q w c ami m o TYPICAL SIMPSON HDU CORNER HOLDOWN T I I N = 0-E'M m ° g w N ON CONCRETE AND BETWEEN GARAGE OPENINGS L ° _ L = N o ` ° 1 , " 1 n 1 11 I u 1 n n 1 n ' 1 ' f- U N t0 F- fQ E 2.0 O a 9-7/2 3-4 10-0 10-0 10-0 0 20-0'/2 I I o I 1 1CNI I I I NTS7 BRACE WALL ABOVE ' I 1 I .--- ---• --- --- LO (3)1-3/4"x117/8"LVL ;--- ---; ;--- ---; ' DEOT2ON WG-2 TAIL w Z --_- - ------------�_-- _ _ -�---------------- -----_--_------'-------- �--------L-- ---'-_--- --_ TYPICAL F g N 1 , Lu _ ________________C = _-_ _C = _ ____________'_'--___ _ __ -_______ __________-_ __ -___- _- _____________= t ' Cf L 1 I Beam Packet(tYP) ' Z w C) _ - ` 00 •O I , - 1 ______ 1 1 � io --- ------- -- shim as regd 0 Ll- 0 1 I OI MAINTAIN REQUIRED SEPARATION 1 • „ UNFIN. BASEMENT TYPICAL INT.FOOTING/COL , , O w I 1 � 1 � L_______ UNEXCAVATED �oc7 DISTANCE FROM ALL HEAT - 4" CAST-IN-PLACE CONCRETE 30 x 30"x 12"THICK o _o „ , TYPICAL GARAGE SLAB I TYP EXT.WALL PRODUCING EQUIPMENT TO + + SLAB INSTALLED IN CAST-IN-PLACE CONCRETE , , w¢ 1 I COMBUSTIBLE MATERIALAS PER ; w POST FOOTING W/3-#4 REBARS EW I I 4" CAST-IN-PLACE SLAB Cr O + I ,� _______ I ABOVE ACCORDANCE WITH CODE 1 I W/6X6 W4.0 X W4.0 WWM O W' O MANUFACTURER'S SPECIFICATIONS + ' - ------- SECTION R506 &4"DIA STEEL COLUMN J , , ¢0 I I PITCH SLAB 1/4"FT TO CC q Q O AND LATEST MECHANICAL CODE. ; ; GAS BOILER ___ 1 ' GARAGE DOORS LL , 1 0 1 1 LOCATION OF SILL PLATE 2X4 FRAME AROUND r I ; TOILET ABOVE o _______ STAIRCASE FROM FLOOR I + Ito ; in TO CEILING, TREATED SHOE M - Z ¢ M '------ PLATE AND GYP.WALL BID o ``) I b > , , `� f� = INSIDE FACE OF WALL MIN. - N --' 'I 4'/2" 1 I TYPICAL ANCHOR BOLT -R403.1.6 - I --- --- o ifl Cr4 U) ATTACH RAILINGS.HANDRAILS •- r---------------- MAXIMUM SPACING: 1/2"@ 72"O.C. • ut , EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. r` .4 9 _,'LJ --- --- LL 34"-38"ABOVE NOSING. I 1 1 BOLTS PER PLATE AND HOLD AT LEAST va , \- -1J ---- J ; ' 1 •-------- o 2 19-8 ONE BOLT-12"MAX AND 3-1/2"MIN OF �' i -------- R302.7 UNDER STAIR PROTECTION N ENCLOSED SPACE UNDER STAIRS THAT 2 o ENDS OF PLATES. , LOCATION OF v , , ,,y I IS ACCESSED BY A DOOR OR ACCESS °o ________________________ TOILET ABOVE TYP.CONC.FOUNDATION I I � , + 1 ' x PANEL SHALL HAVE WALLS,UNDER-STAIR 4 CV ` -- -----------------"-------- ' W I + O I c7 SURFACE AND ANY SOFFITS PROTECTED v I I ON THE ENCLOSED SIDE WITH o ; ; o • -------------------------------------------------------------- ' o F- + CO N 1/2-INCH GYPSUM BOARD. co � Z ANCHOR BOLT DETAIL ao DIRECT VENT I o bo N HEATING SYSTEM , , , , co - p SCALE: 1/2"= V-0" INSTALL IN COMPLIANCE I CO N 1 I � w W/RESIDENTIAL,ENERGY ; ; ; ; J U) > a &MECHANICAL CODE ; ' ---- '---------------------------------------------- --------------------- a LLJ U I = Q 0-1 Cl) --------------------- ------------------- , 2X8 DECK LEDGER 0 18'-O" ; ; SEE DET, ON DWG 2 i DECK LATERAL HOLDOWNS I N _ Y ° I SIMPSON DTT1Z w/(6 SD#9 TYP EXT.WALL U o o CHEEK WALL v `D X 1-1/2"ONE WITHIN B W 24"OF EACH END AN TWO Z0 X U) HOLD 6"BELOW ---' X U I SPACED EQUALLYAL NG DECK 9 ~ cv En FINAL GRADE N ( REFER TO DETAILS 014 DWG-2 4 Ln TYP.FLOOR CONST - O -- 2-24 '1_1 ,'-`� O 1 t� r - - - - - - -T�- T- - - - - - (2)2x6 P.T.SILL PLATE W/MIN. TYPICAL ANCHOR BOLT R403,1.6 16"DIA.COVERED ' 1' ' 11 7'-6" ' 11 + " MAXIMUM SPACING: 1/2"@ 72"O.C. :�2 7-6 7-6 7-6 7-6 7-6 N PORCH FOOTING EMBEDMENT OF 7"WITH NUT&WASHER. a SEE DETAIL E""( 2 BOLTS PER PLATE AND HOLD AT LEAST6-611 191.(-I .-. ONE BOLT-12"MAXAND 3-1/2"MIN OFF ON DWG-2 37-611 211-01% ,_ ENDS OF PLATES. "• SHIELD&SILL SEALER TYP, 65'-O" ;-.0 O TYP.CONC.FOUNDATION .,� H Q ct O y M �J AOC ANCHOR BOLT DETAIL TYPICAL FOUNDATION - 8'-0" HIGH 9 r o SCALE. 1/2"= V-0" IN ACCORDANCE WITH CHAPTER 4 U TABLE R404.1.2(8): Q� o r 3 8 CAST-IN-PLACE WALL WITH TYPICALANCHOR BOLT -R403.1.6 8'-0" WALL HEIGHT MAXIMUM SPACING: 1/2"@ 72"O.C,EMBEDMENT OF 7"WITH O HORIZONTAL REBAR: ONE # 4 BAR WITHIN 12 INCHES NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST aSD AR OF THE TOP OF WALL AND ONE #4 BAR NEAR MID-HEIGHT OF WALL. ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. FOUNDATION PLAN .� ON 16" X 8" CAST-IN-PLACE W/ 2-#4 REBARS 1. Walls 24 inches total length or shorter connecting offset braced wall CONT. FOOTINGS W/ KEY. SCALE: 1/4" = V-0" panels shall be anchored to the foundation with not fewer than one anchor bolt �'� �� located in the center third of the plate section and shall be attached to adjacent 2 - 2 X 6 ACQ SILL PLATES, COPPER TERMITE braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) r4r i a SHIELD, EXTERIOR DAMP-PROOFING, ALL 2. Connection of walls 12 inches total length or shorter connecting cam. FOUNDATION FOOTINGS TO EXTEND TO offset braced wall panels to the foundation without anchor bolts shall be permitted. VIRGIN SOIL & BE FULL HEIGHT OR STEP The wall shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) FOOTINGS 1 V TO 2H. N `i� F 65'-0" Pre-Fab/ Factory Built Fireplaces 13-11 301-41/21 20'-8'/z" In accordance with chapter 10, factory-built fireplace inserts shall 6'-11'/2" 61-11'/211 141-0" 16'-4'/z' • be UL listed and labeled and shall be installed in accordance with the EQUAL EQUAL "PORCH POST conditions of the listing. Factory-BuiltWRAP IN AZEK w fireplaces shall be tested in accordance `- with UL 127. Hearths shall be installed in I I accordance with the listing of the i 1SCREEN PORCH NOTE: � Q Fireplace & in accordance with NYS code x ' for Hearths & Hearth extension. 1 I Porches and Decks which are enclosed GUARDS R312.1 All Fireplace shall beequipped with an I I with insect screening shall be provided pwith guards where the walking surface is GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF exterior air supply. Exterior air ductsI ' I located more than 30 inches above the floor OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, W shall be UL listed. Factory Built Chimneys 1 ' o , or grade below. RAMPS AND LANDINGS,THAT ARE LOCATED MORE ' N x � I THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR shall be In accordance with chapter _ __ _ OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES ' ' I HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. 10 Section R1005 Factory Built Chimneys. o _-________ INSECT SCREENING SHALL NOT BE ., 1 1 ' Q7 ' I CONSIDERED AS A GUARD. W I JHANDRAILS R311.7.8 J 2` _ 1 00 (6 I ~ � HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE I !!! SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. O 37'-411 rr i 1 N 321-0" 1 TW3052-2 EGRESS o �•IT/'1••� i-'\-� r� V1 , I _ 9 ' 11 11 4' 10/z" 51-4" 2-2x10 0 6-8 9-4 11 -1'/ ' ( o o -ry , , r Q O o I 1131-01tF-+-1 ►�-+ o No 3-2x 10 SIMPSON HDU-2 1 12'-0"± O '-0" E FLOOR TO FLOOR HD w U) �. H ALLOWABLE n' BEDROOM # 1 \LL 5 LOCATION OF LOAD: 3075 LBS N rn TOILET ABOVE M TYPICAL I o U 9' 0"CLG HT TYPICAL PIIz AL ,�/ U — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , Hun DU2 — HOLDOWN I "' N +� _ HOEDOWN HDU2 HOEDOWN — — - 1 TW3046-2 EGRESS TW2642TEMP GL TW3046-2 EGRESS I L �`t ---- N I SEE DWG-3 DETAILS - - -_ -_ -_ I 1 6 -- ------------------------------ --- --------------- --- ------ ------------------------ -- 3.0.. - — — — — — — — — — — — — — — - E o 1 2-2x10 2-2x10 2-2x10 `l+ (2)1-3/4"x 18" UL LISTED GAS (4)1-3/4"x 18" +� r o - - — 7 o o = T y 9-81/11 9-7/z 11 -0 I I L�\ N LVL FLUSH --- I PRE-FAB FIREPLACE FLUSH `c�\0 DU2 _ cV o\"� �y o, 1 5'/z 1 '/211 • , 11 5'/z 1 1 1, 5'yz" i ti ° .- GLASS``'_-', HEARTH EXTRS&ENSION \ -- I _ ;o .. _ o I _ LD N I 1 ao LAUNDRY o w v rn rn t ° BEDROOM #2 q BEDROOM #3 I `� CODE-CHAPTER 10 I o � +? _ _ ° AS PER RESIDENTAIL I o� :� c m a 8 � y m c VENT TO EXTERIOR r- I � Q U 1 1 THRU ROOF _ o o.9 n v°' FLAT CLG FLAT CLG ROOM '�.�c °•� ° ° In o � ° @ a'-o' C o @ 8' o' N 13'-0" 23'-3'/" } 6'-6" 201-5" ----------------------F ° I 51/2 0 3'/Z 1 - 5'2' 3'/Z' I �-- 3 L -'="3 � . U I �, =o 2'-s" o (000 CO j I ° I DINING LIVING = o GARAGE 1 _ c m o•� w Y w�, I DWELLING GARAGE �' m N c vi o w c 1 C� cn Ud `° w j 1 to ° I io , _ 9'-0"CLG HT rn T i� c c r a� - ° E T2 a1 1 , 11 r U 1 ' 11 O X fI� Q L L ` O N 3 w• .. Nl fl_(]/z Ud ° � 2 S s � � _ 9'-0"CLG HT ,/ SEPARATION IN i o a- o � 6 0 o c b o I-U) S 7 7 S � co in D cry w? o 'o 'E c W N-. z m fA N O 9-8/ �rJ N r Uc O o2t W O N HALL cn BEARING �> zo �' c•-.N 9 rri a c U c I � ACCORDANCE WITH c w= 1 cc co m M W 1 1 N "' S ii? co J �'� TABLE R302.6 I °' iu c -, N w b H - rn N J N SEE DWG-1 FOR TABLE ,o b 2 c I co S o I � w I _ WALL _ o No'-= Q `� ccauoLw Q z g O❑ - L.L¢ z- a _ N �� TJI 560-16"-Floor Joists(a.16"oc O � 0 2 8 I I INSULATE WALLS 1 L o =� C L a �, ° c,� � z J < J J I 1 'o\, 5° —"� 0 o - - COMMON WITH LIVING i o c i F- o /n m I- m E a.5 3 n. CD O ti o O w g -' �j` 2'6" z zo r dMUD I W - AREA i o io o x I J N 0 L)`t -- DN--- LC n V I a p 1 M -0 3'-1" -0 2 ti ¢ @�@ ROOM N io �� N I z O0 x ¢ NN °-- 5 1 N , oN O U " 3'/211 DN 1 m cnU) , , T _ I - -6 -81/" N _ 1 X x 1 :N ------- 5� M o F w I 2x12 RIDGE o 2 N N \ QO fns — - - - - - - -r- - i-- - - _ M 6'-0" ------- \� 6'_0" M 1 �, I o N ------- +6 oN Ort cn o_(n �� W 04 y 2 1 3/4"x 16"LVL FLUSH r>` Q (0 C' C)o cD I _ 0 N �� CLOSET --------- (1)1-314"x 14"LVL RIDGE B RD I I CLOSET N I N N ------- N cxov t I - ; R302.5.1 OPENING PROTECTION. of w p l� N 31-011 23'-31/21 "' 2-0 'n INSULATED SOLID CORE x 0 v C? WALK-IN _ STEEL DOOR, N X I _____ 2-2x12 _ _ _ _ _ _ 1 N CLOSET \" ------- 61_411 I 20-MINUTE FIRE RATED DOOR. N N ' 2'-6" Ln BEARING EACH WEATHER STRIPPED ------- TJI 560-16"-Floor Joists a,16"oc ,`__�EARING WALL 5'�" WI SELF CLOSING DEVICE. I 19 1. ----- ° z Unfinished j I C-C)rVIASTER =___-' WALL FAN------- ° I Storage ° ° - ---- --Iunder I oATH r - ----- gable roof - ------ ---------------------- -— M TW2436 _ W � - ----- w -, rn HDU2 HOLDOWN " O w N 2 6 ------- X`� O O SEE DWG-3 DETAILS - ----- J I of I o \ o : � IN M 2-2x10 1 LL � I a � ! I a o N 2'0" ---- �> o KITCHEN - - - - o I - - -- N N I o O I p UP---- N-' io 9'-0"CLG HT O O t — TW3046-2 N N x - 6'-11" c� 13'-1" 16'-0" - - - - - - - - - - - - - - - - - - - - - Cn w N I a o 3'2 31/2" 51/2' LL ' 2-2x10 I R _N N coW ~ FAN In O r> ( I I 2-2x8 TYP 2-2x10 c 2 2x81'YP o 0 1 TW30310-3 M 1 ® coi.N 2x YP I N z - - - - - - - - - - - - - co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- �-_ =-2 = _ _ _- - _-_ _ - - - - - - - - - - - - - - - - - - - ILLI ----- N I I I cn W F- w " U Cn I- _ Q cn 6'-0" 61-011 I ; ' - I q 1 F- ; In m ( I 11 -6'/2 I x ❑ 1 B L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 9 4/ ------------------------ CRAFTSMAN PORCH POSTS -------------__--------- A ------------------------ R312.2 WINDOW FALL PROTECTION NOTE: 9 TOP OF THE WINDOW SILL SHALL 4_91 4'-911 BE A MINIMUM OF 24"ABOVE THE FINISHED 4'-411 4'-411 E-•i cr-d ie FLOOR AND GREATER THAN 72"ABOVE THE (� p-' •-' 6'-8'/z" 4'-0" 8'-0" 8'-0" 4'-0" 7'-99211 FINISHED GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR SIDE OF THE W BUILDING. SHALL COMPLYAS FOLLOWS: 11 1 11 11 WINDOWS EXTERIOR FRENCH & SLIDING DRS 37-6 6-6 21 -0 R312.2.2 WINDOW OPENING CONTROL DEVICES: WINDOW OPENING CONTROL DEVICE SHALL Plans indicates ANDERSEN series 400 Tilit Wash COMPLY WITH ASTM F 2000. THE OPENING Model Numbers and shall be In accordance with R609 A U 7 °O .c DEVICE AFTER OPERATION TO RELEASE THE To be designed & installed as per manufacturers 9 DEVICE SHALL ALLOW THE WINDOW TO 8'-1" PLATE HEIGHT specification for 140 ultimate design wind speed 9'-1" PLATE HEIGHT ® C et FULLY OPEN TO MEET THE CLEAR OPENING 2ND FLOOR PLAN g p �+ Ix AS REQUIRE TO MEET EGRESS R310.2.1 - and Table 301.2(2), 301.2(3) 1 ST FLOOR PLAN SCALE: 1/4" = V-0" Provide HP LOW-E4 glass; U = .30, SHGC = .29 „ _ „ E SCALE: 1/4" = 1 -0 EGRESS: shall meet R 310 S Smoke Detector AREA SCHEDULE WINDOW FALL PROTECTION: shall meet R312.2 FIRE BLOCKING SHALL BE INSTALLED AREA SCHEDULE ' Carbon Monoxide Detector IN ACCORDANCE WITH R302.11 NAME AREA Substitutions made upon meeting Code. NAME AREA { CO Refer t0 DWG-1 General Notes -HRU R302.11.2AND DRAFTSTOPPING f See page one, general notes for additional PER R302.12 THRU R302.12.1 FIRST FLOORAREA 1421.0 sq ft. ,'"n SECOND FLOORAREA 529.3 sq ft. In accordance with Section 915 of the code requirements. 2020 IFC, R314, R315 of the Residential GARAGEAREA 434.9 sq ft. ` code of NYS �.z•a,,,��. Ototls4 — _ — _ _ _ — _ TOP OF ROOF SPHALT SHINGLES r "1 8 U W TOP OF PLATE [� co IL�JLL�J r TE--1 -5 — _ \ TOP OF SUBFLOOR GUTTERS&LEADERS GUTTERS&LEADERS — _ TOP OF PLATE AS REQUIRED AS REQUIRED H TYPICAL TYPICAL FFF���III Z TOP OF PLATE j > SCREENING °' c (not shown) SCREENING o� ot ho n) �1•� RE EN-D- it: C)VE D DECK M ~ u r TOP OF SUBFLOOR LIE=— � Ll All 111! 11 1 I� L CV TOP OF FOUNDATION TOP OF FOUNDATION W - - _ — CAC F_O 11TIRTTIT IRMw- = N N FINISHED GRADE / _ i. n, m n m .L�. .� N 4"CONCf3 I II I PAD AT GRI I I I I I I I I I I = = za UNDER LAS ; ; ° .0rn ° N II I RISER I I I I I I I I I IooN � g `o REAR ELEVATION L J L J L J L J L J L _I_ J ; 00 `°Y �Y`Y I Bottom of deck — ( 191'Footing o O1 3 rot °s SCALE: 1 /411 - 1 -011 I �- P 9 �1 36"below Gude Minimum C N m 0 3 o E CI — — — — — — — — — — — — — — — — — — — — I —L — — — — — — — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — — — — — —I — - — - - TOP OF FOOTING E t.2 o C a E o o oC ° //� — — — — — — —' — — — — — — = U O r C S N V L NC U C (C h N= Q cn C N = d 0 VL O 7'CO L N O2 O y- EDN OP OF ROOF I! ASPHALT SHINGLES LU F- 0 C:) Z (N () cV Q LU LLI CV - - - - - - - - - -. _... - J t_A M 'J co GUTTERS&LEADERS > U f S REQUIRED Q U) TYPICAL I ti TOP OF PLATE _ _ _ N GUTTERS&LEADERS TYPICAL REQUIRED H iLL WOOD STEPS AND I.ANDING rT� TO GRADE. HANDRAJL& GUARDRAIL IF REQUIRED �•.� i BY IRC CODE •- TOP OF SUBFLOOR - v' O TOP OF FOUNDATION — H ¢ O rn I I I I 1 I I I I I I I I FINISHED GRADE I I I I I I 4"CONCRETE PAD AT GRADE � I i I I I I I I UNDER LAST I I I I I FRONT ELEVATION J L J L J L J L J L IJ I SCALE: 1 /411 - 1 '-011 I ` CD �R TOP OF FOOTING - — - - — E I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I— — — — — — — — — — — — — — — — — — — — — IJ 019010 OQ , ��/�FOF NE�y 12 12 4 4 u r,, — TOP OF PLATE Z 12 12 ^ _}_ w 12 12 E245+1- — _ TOP OF SUBFLOOR — 11-a TOP OF PLATE N SADDLE j DORMER SCREENING { p (not shown) M - p F-H CIO TOP OF SUBFLOOR y C L? O 1 11 11 TOP OF FOUNDATION u L° N - - - - - - - - - - m., o' ` I I FINISHED GRADE I I I � ccZQ 6 � ? Cfvccaa DORMER ' I I -S'all,Ct m O-O N� �C°`Y I IO O my2co �s' ac3 ' LEFT ELEVATION I co �s N ° 3 t 2 �n c'E OU I 11 � 1 11 i i I L J a�+ c° �muc0iEMERGENCY � o� AND RESCUE ESCAPE SCALE: 1 /4 �' 1 —0 ; ; m •_ u r N w `o'F I J I L I I J j WINDOW WITH WELL i i u a- ° II u oL° ° o f0 t I I I Do .8, mca� 8 - a� �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� — - — - - — - - - - - -TOP OF FOOTING 2 Z c.�' ¢` cl 0 �m o C — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — me Em a, wo �� SOLAR ENERGY SYSTEMS HucnCccr HwEEL ca CHAPTER 23 & (R324) SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 23 AND THE FIRE CODE OF NYS. SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. PANELS SHALL BE LISTED.AND LABELED PER UL 1703. SOLAR READY ZONE: IN ACCORDANCE WITH APPENDIX T ROOF PLAN THE TOTAL SOLAR-READY ZONE AREA SHALL BE SCALE: 3/16" — V-O" NOT LESS THAN 300 SQUARE FEET NOT INCLUDING 12 ACCESS OR SET BACK AREAS AS REQUIRED BY 12 THE INTERNATIONAL FIRE CODE. 4 4 ROOF AREA ORIENTATION SHALL BE BETWEEN « 110-270 DEGREES OF TRUE NORTH. CONSTRUCTION DOCUMENTATION CERTIFICATE REQUIRED PER T103.10 12 12 — _ _ — TOP OF PLATE 11 12 11 6 Lu 12 11 O z 12cO Q 5+/- 12 N 4 — TOP OF SUBFLOOR J UJ J LU TOP OF PLATE Q U) MSI SCREENING SCREEN (not shown) °i DOOR M� — - - TOP OF SUBFLOOR It W III L___J — _ - TOP OF FOUNDATION cn El nU -' U z p C�z I I i I I I I I I I I I I OC o RIGHT ELEVATIONct p x .� o ci SCALE: 1 /4" = 11-011 I I I I I I I _O I—� TOP O FOO— — — — — — — — — — — — — — — — — — — — '� — '� �r `s� 0Y 01O QQ COJ1TIIlUOUGLY SHEATHED .LLLI1 BRACED WALL PANEL a' BRACING METHOD f ' ® CS-WSP CONTINUOUS SHEATHING PER PLAN BRACED WALL LINE 1 1 1 2 1 3 1-4 1-A 1-13 1-C 2-1 2-2 2-A 2-B WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP GB/CS-WSP PFH CS-WSP GB CS-WSP CS-WSP ' ® PFH DETAIL#3,DWG-2 BRACE WALL LINE SPACING(FT)b• 27.5 13 13 27,5 36.25 36.25 21.16 12 12 24 24 HOLD- j / FET,,:•, � DO:":rl � TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 27" 48"/27" 16" 24" 12" 24" 24" =s E. DEICE ER-.CED::LLL PLHEL L%T T \ E E_,'.-LLF_,ELar E'JGGFER=C EG s:`-.LLUtJE lbw// NDIT TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 12 4 4 12 16.5 16 5.6 7 6.5 6.5 rrl END CONDITION 1 END CONDITION 2 GB GYPSUM BOARD TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c - �-.c_ <_4 .'0`,TI\L:7-EL1t_xT-E. E - BRACED WALL NOTES: REFER TO DETAILS ON DWG 2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 F"i1 rT� FOR HOLDOWNS,STRAPPING, BRACED n Fi-I WALL DIAGRAMS AND DWG-1 2. ROOF EAVE TO RIDGE HEIGHT 1.15 1.15 1.15 1.15 1.15 1.00 1.01 1.3 1.3 1.3 1.3 f FOR NAILING SCHEDULE. ALL BRACED f� ►-I I"`"! WALL PANELS SHALL BE FULL-HEIGHT 3. WALL HEIGHT .95 ,95 ,95 .95 ,95 .95 1 .9 .9 .9 .9 JU SECTIONS OF WALL WITH NO VERTICAL _ w OR HORIZONTAL OFFSETS, 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.3 1.3 1.3 1 1 1 1 IF�'T"11 F_•.,E- ,7,,;;,;• °I°`-re=�'E= „=LLLI' E LLF?..EL 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH 5. ADDITIONAL HOEDOWNS �J P4 E=-'`` `'r` 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 END CONDITION 3 END CONDITION 4 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602,10.7 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE 6. GYPSUM BOARD OMITTED 1.4 W -^ y_ �-�- REQUIREMENTS F-r-I SHALL BE OFFSET NCT MORE THAN 4 FEET Return panel:24"fo,b,aced wall lines sheathed with 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 7. GYPSUM BOARD FASTENING wood structura' panels THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 32" for braced wall !'nes sheathed w;th 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH RESULT REQUIRED BRACED WALL LENGTH (FT) 19 6.4 6.4 19 23.5 19.7 7.3 4.3 11.5 7.6 7.6 structura!fiberboard END OF A BRACED WALL LINE O 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) Distance D: 24"for braced wa!!l lines sheathed with PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE /y R602.10.2.2 / wood structura' pane's PER PLAN BRACING LENGTH PROVIDED (FT) 24 8 8 19.5 29 19.7 8 10 16 11.2 8 32" for braced wa'l Ines sheathed w't`i " �.,: .;•, ==ter structura'fberboard COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y YE CE END CONDITION 5 Hold-down 800 lbs Cana^ty fastened to the edge of the v1 r~ a. Linear interpolation shall be permitted device: braced wa"P panel closest to the corner and b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, to 1`le foundation er ffcor framing below the average dimension shall be permitted to be used for braced wall line spacing. /1 o For Si:1 inch=25.4 mm, 1 foot=305 mm,11b=4.45N ABBREVIATIONS; BWL=BRACED WALL LINE, ��L•� C) FIGURE R602.10.7 BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL END CONDITIONS FOR BRACED WALL LINES CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION WITH CONTINUOUS SHEATHING EN o m U oc cry Q _ J 3: w w E f°� now ' m Co I a Um' c cC�ON=5 41-0 36t-3/ 211-2 3t-6'/z O U O N O Om O -0" 223-11'/an 8t-4n 5,-4%n 2t-9/z" 4' 41-011 t-0n oCN c- 241-011 4'-0" 3-9 13/16" 3-9 1 Zo no z3 C) 'n.0 UO L w-• a) co 3'-611 6'-7 7/16" to - E w _ a CU c N a o 0 3 a CS-WSP I CS-WSP I I a? o c' -0 :? c 0 0 c g is o o C o@c _ E �� on :LnCn M� �c� Q 5 C'0 m o m c nE m m'o � ` 0- IL- °U t=it m 0- FL- m E n o n CS WSP CS-WSP CS-WSP SIMPSON HDU-2 BWL 1 1 i FLOOR TO FLOOR HD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ALLOWABLE AL 2'-6" LOAD: 3075 LBS HDU2 O CS-WSP CS-WSP I HOLDOWN CS-WSP PORTAL FRAME HOLDOWN � I 3'-0" _ HDU2 HOEDOWNS BETWEEN GARAGE DOOR OPENINGS. - TYPICAL o SEE DWG-2 DETAILS w - \ coU) HDU2 CS-WSP N CS-WSP EniY -1 3: N U I HOEDOWNCb -- -- -- �} U co ' BWL 2-1 - - - - - - - - - - -+- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BWL 1-2 O C U , in N cV I CV a 2-8 GB METHODTABLE R602.10.4 W N N _ 7" C.AT PANEL EDGES TOP AND ~ ti 2'-6„ BOTTOM PLATES,7"IN FIELD ------- N ---- ALL HORIZONTAL JOINTS O z N Cn _--__-_ BLOCKED AND - FRAMING CONNECTIONS N Q 6'0" ------- 6'-0" N ----"- o _ AS PER DETAIL 2 ON DWG 2 W LLl �� � CD ------- 2'-4 `r ------- Cn M W Q C`7 I U ( N U) ------- BWL -- '-4" GBGB _------ ------- U ------- t tt 2'Cn 4" ------- I ------- 8-0 cn ------- i - - BWL 1-3 M� ------- OP I ------- bo ------------- --------- U) \ z o 00 ------- ------- N N nL` ------- -------- U --- - --------- V1 2'-0" rn U ' BWL 14 , CS-WSP I CS-WSP - - - - - - - - - - - - - � - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - - ' -' ALTERNATEBRACE WALL PANEL HDU2 HOLDOWNS BETWEEN ~ 4'-0" GARAGE DOOR OPENINGS. W SEE DWG-2 DETAILS r Q O 0 0 I cd M CS-WSP CS-WSP CS WSP CS-WSP MM rn 4'-5 7/16" I 4'-3" 4'-3" 6-6 7/16" 2'-931-81/211' 3'-8 ' 3'-6'Ilk 1 /z" AR � o 4'-0" 361-31/21121'-2" 3'-6'/z" � t Ilk I I I 2ND FLOOR WALL BRACING PLAN 1 ST FLOOR WALL BRACING_ PLAN �T� '� t' SCALE: 1/4"" _ V-0",t SCALE: 1/4" -„ _ 1 -0" OF NE% '`�' a VENTS: P3103.1 ROOF EXTENSION INSULATION SCHEDULE R302.13 Fire protection of floors. OPEN VENT PIPES SHALL shall comply with RES - CHECK & Floor assemblies that are not required elsewhere in this code to • 4" VTR 4" VTR ROOF EXTEND MINIMUM 6"ABOVE p y be fire-resistance rated,shall be provided with a JL �L Chapter 11 of the NYS Residential Code. 1/.-inch gypsum wallboard membrane, THE ROOF OR 6"ABOVE THE %-inch wood structural panel membrane, ENGINEERED FLOOR JOIST ANTICIPATED SNOW ACCUMULATION. or equivalent on the underside of the floor framing member. WITH A MINIMUM FLANGE Location R-value Thickness 1/2"THICK GYPSUM OF 1-1/8"X 2"WIDE. W Penetrations or openings for ducts,vents,electrical outlets, BOARD LAYED ON P3103.2 FROST CLOSURE: Vaulted Clg R-30 8„ lighting,devices,luminaires,wires,speakers,drainage, TOP FLANGE WITHOUTIA ADDITIONAL FIBERGLASS BATT INSULATION — ' WHERE THE 97.5%VALUE FOR ( space) ” i ForCODE.IF REQUIRED TO COMPLY WITH ENERGY Floor unheated s ace R-30C 8-1/4 p ping and similar openings or penetrations shall be permitted. ANY FASTENERS. REFER TO RES CHECK OR HERS -•r 3+ ;3" OUT SIDE DESIGN TEMP IS 0 DEG F Exterior 2x6 walls R-21 5-1/2" p REPORT FOR INSULATION REQUIREMENTS, W OR LESS. VENT EXTENSION THROUGH Exceptions: NOTE: ' Above grade attic walls R-15 3-1/2" INSULATION OMITTED " ' d � A ROOF OR WALL SHALL NOT BE LESS 1 1/2 ;1 112 ,1 1/2 ; ; 1. Floor assemblies located directly over a space protected by an FOR CLARITY.REFER TO 2"BATT MINERAL WOOL INSULATION THAN 3 IN DIAMETER. ANY INCREASE Foundation Walls R-11 Draped over walls automatic sprinkler system in accordance with Section P2904, ENERGY COMPLIANCE LAYED ON TOP FLANGE WITH T/1 2+' IN SIZE OF THE VENT SHALL BE MADE ( in lieu of insulating basement ceiling) NFPA 13D,or other approved equivalent sprinkler system. DOCUMENTS INSULATION STAY WIRES 24"APART V 1 NOT LESS THAN 1 FOOT INSIDE THE Rim Joist: R- 21 - closed cells spray foam MANUFACTURER:"RoxUL" w ' THERMAL ENVELOPE OF THE BUILDING. p y for Floor assemblies located directly over a crawl space not intended „J ' 2 ND FL. All Glazin U = .30 SCGH: .30 h•`� for storage or appliances. !�.a Glazing FIRE PROTECTIVE OPTIONS II�� 2+ 3„ Doors-less than 50% glazing U = .25 3. Portions of floor assemblies FOR I-JOISTS FLOOR SYTEMS Door-more than 50% g g lazin U = .30 SCGH: .30 shall be permitted to be unprotected where complying with the following: 3.1.The aggregate area of the unprotected portions does not exceed COMPLIANCE WITH: R302.13; FIRE PROTECTION 21T 80 square feet per story OF FLOORS: EXCEPTION:#3. +• _ ---• _ - 2 ; - ''�•- - Other Speclf cations: 3.2. Fireblocking in accordance with Section R302.11.1 is installed along 1 „ - - - the perimeter of the unprotected portion to separate the unprotected F-1 ,3 - . . . --, ; ; • Windows. U5 0.30, SHGCs 0.30 portion from the remainder of the floor assembly. O • z 100% high efficiency lighting (CFL's or LED's) " " 1 1/ " 1 1/2?' 1 1/2" " 1/211. '" 'I " 4.Wood floor assemblies using dimension lumber or structural composite :11 1/2 3 ; 2 1 ; 1 1!2 ; 1 1/2, 1 1/2 ; • <_ 3 air changes per hour lumber equal to or greater than 2-inch by 10-inch nominal dimension, DW ; ; ; • Z All Energy Star appliances or other approved floor assemblies demonstrating equivalent fire performance. f� 211 ASHER 2 UTILITY 2 2�� w O SINCn 1ST FL. R403.6 Mechanical ventilation shall be provided that w > 3" ; 3" 2" meets the requirements of section M1507 TYPICAL ROOF CONSTRUCTION ® Q �-+ t, ' R403.7 Heating and cooling equipment shall be 110 Class A 30 year Architectural Roof Shingles w/ O o fasteners per manufacturers specification o sized in accordance with ACCA manual J by a and the NYS CODE. certified third party rater. Ice & Water barrier as per section R905.1.2 (Note: Double underlayment is required O ~ O for Roof slopes between 2 on 12 and 4 on 12) v Framing As per plans with 1/2" exterior grade `" span rated structural plywood Sheathing, ' Nail to framing in accordance Fastener N Schedules & Strapping per detail sheet(s). o o E.y Flashing per R905.2.8 � o o 12 � � s24" FAI T � E L� 3" 33'-5/2" SOFFITTYPICAL CONSTRUCTION. CO CO 16" overhangs-typical (gable and rake) _� �� °� �t �•�Y -"� d v ac N_ 47 ,� CLO, - Za;co'� o � o +, �6" Wood fascia & 6" Wood rake boards. N 0 0_. a To a New Suffolk County 4 Metal orequal �, 0 3 r O l3 0 5 Metal dripedge per R905.2.8.5 g OR-5--1 t Approved Sanitary System R905.1.2 ICE BARRIERS; Azek smooth Soffit board with 1" (2 r �;o w o E PLUMBING RISER DIAGRAM SELF-ADHERED POLYMER MODIFIED -6 a '0 Co R802.4.6 COLLAR TIES RAFTER/CEILING JOIST HEEL continuous screened vent u ��F � �o� JOINT CONNECTION a E., - _� 0 7 m'�c n BITUMENS EE S C O RIDGE BOARD ,g? o � NORMAL UNDERLAYMENT AND SHALL BE NAILED with 4-10d Not to ScaleEXTEND BOX NAILS IN ACCORDANCE TOGETHER NBE SHALLILACCORDANCE TYPICAL EXTERIOR WALL s 2 N E = c" N ALL ROOF SURFACES OTO A POINT NOTE M ZuLi c ami CD o WITH FASTENING SCHEDULE m c a E m m o " w E LESS THAN 24 INCHES INSIDE THE „ ' WITH TABLE R802.5FOR 2x6 Doug-Fir Wood Studs @ 16" oc. U 0 co Er P m E a=o a EXTERIOR WALL LINE OF THE BUILDING. 12 12 (SEE DWG-1 FOR TABLE) ON ROOFS WITH SLOPE EQUAL OR GREATER k 4 WITH SIMPSON H2AAT EACH 2x4 Doug-Fir Wood Studs @ 16" oc @GARAGE THAN 8/12,THE ICE BARRIER SHALLALSO BE 4 �� \ RAFTER TO STUD. Double top Plate and Single Sole Plate. APPLIED NOT LESS THAN 36"MEASURED ALONG R806.3 1/2" exterior Grade - Span Rated THE ROOF SLOPE FROM THE EAVE EDGE OF THE 2x4 CT @ 48"oc \ MIN. 1"AIR GAP Continuous StructuralI ood Sheathing. CONTINUOUS RIDGE VENT BUILDING BETWN INSULATION p yW \ AND SHEATHING Fastened per Fastener schedule. RIDGE BOARD \ tyvec House Wrap or equal. \ TOPOF PLATE R802.4.6 COLLAR TIES 12 - Vinyl or Wood Siding as per clients selection SHALL BE NAILED with 4-10d installed per manuf specs and NYS code. BOX NAILS IN ACCORDANCE1t R802.3.2 A I \ Cont. load path strapping installed in accordance WITH FASTENING SCHEDULE SHALL BE it 1 4-16dwith drawings. Provide Fire Blocking in accordance coMMo UflA coRDAi with R302.11 & R302.11.1 and MIN.R-30 INSULATION WITH TA 1 ) 12 2x4 CT @ 48"oc 12 R-15 BATT INSUILATION \ r ;o IF FOAM Draftstopping per R302.12 & R302.12.1 RAFTER/CEILING JOIST HEEL \ \ R 21 BATT JOINT CONNECTION INSULATION TYPICAL FLOOR CONSTRUCTION SHALL BE NAILED 11 11 12 ENGINEERED \ TOGETHER IN ACCORDANCE 2x10 Rafters 16" FLOOR 3!4" Plywood Span Rated Subfloor, WITH TABLE R802.5.2 2x4 Ceiling Joists 16"oc 5+/- TYPICAL JOISTS 12 Glued and Nailed in SEE DWG-1 FOR TABLE I ti•• . 4 ( ) .N ROOF '•.•• -��^' � �'•.•• • TOP F SUBFLOOR accordance with the fastener schedule. WITH 51MPSON H2AAT EACH - _ _ -- .. RAFTER TO STUD. CONST. ; Floor joists and Bridging as per Code. IT I t _ _ _ _ _ OP OF F PLATE_ yu TYPICAL FOUNDATION CONSTRUCTION LU TOP OF PLATE WRAP HEADER IN R-21 R-30 MIN. In accordance with chapter 4 - - — - — - - - - — AZEK BOARDS SPRAY FOAM SPRAY FOAM 3000 psi Air Entrained cast-in-place concrete k-TYPICAL 4"AZEK BEADED RIM JOIST RIM JOIST wall O cast-in-place Concrete Wall Footing per No ® ® CONSFASCIT PORCH SOFFIT ON ® ® R403. refer to Foundation Plan for footin size & o o Q FURRING STRIPS g W thickness. Concrete Horizontal and Vertical c_n W f TYP.EXT. Reinforcement per Chapter 4. & gen note #6. > WALL Damproofing per R406. 2- 2x6 approved Q of U) CONST. treated Sill Plates, Sill Seal And Termite shield per FLOOR ENGINEERED Section R318. Anchor bolts per Foundation Plan i JOISTS h, and R403.1.6 OP OF SUBFLOO_R_ INTERIOR WALL FINISH TOP OF FOUNDATION - — I� J - — - -T OF FOUNDATION Provide 1/2" Gypsum Wall Board on ceilings TYR GARAGE SLAB C PITCH TO DOORS Q' R-21 MIN. and walls except basement walls & cl s - unless SPRAY FOAM � ELI RIM JOIST LVL GIRDER d noted. Min 1/2" Moisture Resistant Wall Board on Ceiling and all walls in Bathrooms (humid areas) TYP.DECK GIRDER SEE DE AILS R-11 BATT P.DE K LEDGER i and 5/8++ cement board on walls and ceilings in •• • •� SEE DETAILS •� INSULATION 1 ON DWG-2 a; DRAPED ON a; o wet areas. ( .� 00 .. WALLS R302.13 FIRE PROTECTION OF FLOORS: Oo Provide 5/8' Fire Rated gypsum wall Board on walls [—'+ • PROVIDE /2"GYPSUM BOARD ON ENTIRE ; W CEILINGA 0VE BASEMENT ATTACHED p: and ceiling located as per code, manufacturers U •–� TO THE UNDERSIDE OF THE JOISTS. •% requirements and drawings. w a �. o TYP. BASEMENT SLAB TOP OF FOOTING e: a: °� o .. .. .. ,. .. .. .. .. :a: � TOP OF FOOTING Qa O 171 SECTION - B SECTION - A 0 SCALE: 1 /4" = V-0" SCALE: 1 /4" = V-0" ,�,� Eo AR�tii PROVIDE FIRE BLOCKING IN '�td@ ACCORDANCE WITH R302.11 r�: OF THE NYS RESIDENTIAL CODE. -�-sem'• ` � �oio �dQ` ,. ��OF NE`N� �