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HomeMy WebLinkAbout45654-Z SUFFOtKC Town of Southold 8/24/2021 , P.O.Box 1179 o53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42265 Date: 8/24/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 675 Glenn Rd, Southold SCTM#: 473889 See/Block/Lot: 78.-2-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/21/2020 pursuant to which Building Permit No. 45654 dated 1/7/2021 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: singlev dwelling with unfinished basement,covered front entry,rear screened porch outdoor shower and attached garage with recreation room above as applied for. The certificate is issued to 675 Glenn LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1775 8/17/2021 ELECTRICAL CERTIFICATE NO. 45654 7/28/2021 PLUMBERS CERTIFICATION DATED 8/12/2021 P Bing& eating \�OKA - -A 44 0 Vr ' a Signature �SUF�ai�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT C TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45654 Date: 1/7/2021 Permission is hereby granted to: Carnevale, Carmine 6 Canterbury Ct E Setauket, NY 11733 To: construct a new single famly dwelling as applied for per SCHD approval. At premises located at: 675 Glenn Rd; Southold SCTM # 473889 Sec/Block/Lot# 78.-2-7 Pursuant to application dated 12/21/2020 and approved by the Building Inspector. To expire on 7/9/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,631.60 CO-NEW DWELLING $50.00 WBuilding Total: $1,681.60 Inspector pE SOIi��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 c®uff BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 675 Glenn Rd LLC Address: 675 Glenn Rd city Southold st: NY zip: 11971 Building Permit#: 45654 Section: 78 Block 2 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Triangle Electric License No: 4462ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 66 Ceiling Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall,Fixtures 7 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceding Fan Combo Smoke/CO 8 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures 11 Pump Other Equipment' Hood, Fridge, Gas Oven, DW, Micro, 40 Circuit Panel - 25 Used Notes New Two Story w/ Unfinished Basement Inspector Signature: Date: July 28, 2021 S.Devlin-Cert Electrical Compliance Form o&zf so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax s63,1, - 5 P.O.Box 1179 G • O � a\�\��JJ// Southold,NY 11971-0959 D AUG 16 2021 BUMD114G DEPARTMENT TOWN OF SOUTHOLD 'IO O sovt1iOtD CERTIFICATION Date: Z Building Permit No. '-/,57-(o `� Owner: 0 �+�� 0-4 6N,� L (Please print) Plumber: �'_� . (Ilk 0 17y� 6-S1r)16,1. (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this /C;� day of 20 BARBARA K TAMW Notarypubllp,$t1lt�Qt NwM York No. O TA8MMI 4uaNfled to Suffolk County Commfsslon Expires 0103/20 52 Notary Public, c�[-Y---County # TOWN OF SOUTHOLD BUILDING DEPT. �yCppOry 76''5-1802 INSPECTION [ /FOUNDATION 1ST 00 [ ] 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/ REMARKS: � 1✓� oh t %-2 © __T; an 1p . = 6c.+ an gucvmeg, ��v✓ Ao f . DATE INSPECTOR ho�aUf SOUly06 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] OUNDATION 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: it I v, nd.. *' '1'-,4 DATE INSPECTOR ����1 oFsoul * # TOWN OF SOUTHOLM BUILDING DEPT-. `ycourm,��' 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ' ] INSULATION/CAULKING [ FRAMING /STRAPPING FINAL [ ] FIREPLACE &`CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONeD N [ ] PRE C/O RE (�- )MARKS: o7vt/Lv 4r-, nr,,- 0 V+�> o (v) r 1 i"I r _ , DATE INSPECTOR �o�aOF SOUIy�� Lq S :2 5- I 75 641,15,A/'^J * # 'TOWN OF SOUTHOLD BUILDING DEPT. 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 y ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f rim tocCW' w DATE 2 INSPECTOR' �f pESO//Tyo6 7L5� C4 te, <Re--a # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND _ [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 7T�� "4 t, 6Y, flat d rem C� L✓ Arn � DATE . 1 ,` INSPECTOR KKKKKK � OF SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rULATIOWCAULKING FRAMING /STRAPPING [ AL ASI' j ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION = , [ --] ' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 9 qx6foru(v W. 6QL 7o `-p q*AA � s o� (0 Sgf VAX-- �T�fL_b bvP46,s-,� � ( J6 DATE 30 INSPECTOR AA " rf�iill f , { 1 P- -2-,M" r ,_ y� ,rl� ,tip i' •% �M1 M o i � I 5 i r-r. r r r Fit i n e t y.tA lor1 t � �,'.,,,� \ a }� ' � �' �, \ � r�' �R y,�I- � .�. _ry f � ��° r �: '+, �- � � ,r,, ' _ ,f. - � • ..� -,.- � _' .��',�,,_. l r 1 - e � . � t'_ _ - ._ .. F � _�,1 ,.,+.�..� � .� / �!� R�;� � .r . �, r. �� ,- � �," - , � � -- - _ ._ � - - i 1 :�� ; �, _ 1.- ----'"'. - i _. ., _..�- -- r ,:� :� .� - �. _ -.�;. " �• .. .. ....-....- ' .,_ ._..:nom: ' � _ 1 [�� '- - f� • • .. J �.-J ti .. AVAff-)� 4 AL �—� '3ow. y 'r ♦' to 000' 'w. 5 jw \� � `� \£ ` �� , � \ � \ � / � � \ � � . f � � \ ` � n D AUG 1 LD 6 2021 BUILDrlDu_ w � a ,! ►' �; lifer` 1 vI iK ,� C `� � �J n oa �� �� � � � �� �I d N ',�i � N ti � � lJ`�U �, ,� � �-� :� .. '� ' �-� . �"; ���,• 1 =''-, �Y :.�1„n �fi.�Y. w ya 1.` ``4 3 t,r. j, �'-c?�sf /fi... '_ n. . 6 �: r�yr,'� y, oil 0 a I n r -v r�Te: Robert J. iggins Architect 50 Hidden Acres Path -Wading River, NY 11792 631-208-3351 Email: Rarchibob�r�AoLcom June 3, 2021 Town of Southold Building Department 53095 Route 25 P'® lox 1179, Southold,NY 11971 RE: 675 Glen Rd Town of Southold,NY This letter is to:state that on May 28, 2021, Robert Biggins Architect made a visual inspection of the insulation at the above residence and to the best of my knowledge, belief and professional judgment the insulation installed is in accordance with the New Fork Sate residential building code. Sincerely Robert': gi A,rchite t ®F N name Energy Rating Certifficate Property HERS Y 675 Glen Road Rating Type: Confirmed Certified Energy Rater: Robert B Delfino 675 Glenn Road LLC Rating Date: 2021-07-26 Rating Number: 5020 675 Glenn Rd Registry ID: 692096200 Southold, NY 11971 Estimated Annual Energy Cost HERS Index: 57 Efficient Home Comparison;. Use MMBtu Cost Percent _4.3 Better_�Heating---- ----63:4g—$7363 _ —_-- Generallnformation Cooling 2.4 $152 -5% Conditioned Area 2951 sq. ft. House Type Single-family detached Hot Water 12.7 $251 8% Conditioned Volume 27854-cbbic ft. Foundation Unconditioned basement Lights/Appliances 25.5 $1361 43% Bedrooms 4 Photovoltaics -0.0� $-0 -0%' Service Charges $16 1% Mechanical Systems Features Total 104.0 $3164 100% Heating: Fuel-fired air distribution, Natural gas,95.0 AFUE. Cooling: Air conditioner,Electric, 14:0 SEER. Criteria Heating: Fuet-fired air,distribution, Natural gas,95.0 AFUE. This home meets or exceeds the minimum criteria for the,following: Duct Leakage to Outside 70.00 CFM25 2015 IECC UA Compliance' Ventilation System Exhaust Only: 118 cfm,23.2 watts. 2015 IECC Performance Path Programmable Thermostat Heat=Yes; Cool=Yes 2018-IECC UA Compliance 2018 IECC ERI Building Shell Features ECCC New York State 2020 Ceiling Flat R-30.0 Stab None ,Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type LI-Value:0.310, SHGC: 0.300 Above Grade Walls R=21.0 Infiltration Rate 1349 CFM50(2.91 ACH50) Foundation Walls R-0.0 Method Blower door TITLE E 1349 CFM x,60 MINHR =80,940/27854FT3= 2.90ACH50 Company Energy Testing Services LLC Lights and Appliance Features Address 1648 Locust Ave Interior Fluor Lighting_(%)' 0.0 Range/Oven Fuel Natural gar City,State, Zip Bohemia 11716 __-,Interior-LED-Lighting-(%)--100.0 ---Clothes-Dryer,Fuel—Natural-gas— -- -- Phone-#.631=244=2627.-- —--- —— -- - -- - - - Refrigerator (kWh/yr} 570 Clothes Dryer CEF 2.32 Fax#/ Dishwasher'(kWh/yr) 289 Ceiting-Fan(cfm/.Watt) 0.00 Certified Energy Rater: REA/Rate-Residential Energy Analysis and Rating Software v16.0.5 This information does not constitute any warranty of energy costs or savings. O 1985-2021 NORESCO,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. I I Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 675 Glenn Road city: Laural Builder Name: 675 Glenn Road LLC Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ- Basement ` (Use additional forms,if mor,a than one CAZ or if home has multiple heating systems or water heaters} Date of Test: 2021-07-26 Outdoors Temp During Test: $4 OF CAZDepressurization N[ F:E:Net Change=Test Pressure—Base Pressure) Base Pressure; NSA pa. CAZ Ambient CO: i 0 ppM Pest Pressure: pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa, H Yes,Total CFNL Simulated 0 (explain nt notes) NOTES: c � e[�tiif, `SySfetit Primary: YeS❑✓ No II Tv_pe: Furnace❑Boiler II✓ Heat Pum a Other a; r 'VrentiiiQ Ti�ne;g: Dra S In 1laQe p 'F d�2voe� ,,?• r.: —1` Sbi!lune�, aC0_t 'SCO;, Crrcle,T e)- (Pascal orst_Case atilral p ) ,.,,mr •orst Case ,-:f• otuial . Ratina:95 IEP❑O❑E❑ NoNaus_e N/A Pa. Pass O_Fail R PassEFail❑ N/APpM N/APPM Y :" ^,_•,,; i2✓ Type: StandardTank[�=�-Idinrect T E]•,Wartet:1Heater•-- Primary: Nos �� ❑ Size: 79 Style Common Vent .a InstantaneousOConunercial ( eeiAbte5below) (Gallons) d Stand Alone ✓ cien .S {'• .Fuel Tvne?�°; - `vhnaT e'j >Dra tSi ' _ ills e 1 atuizilJ` ''CO -CO ❑ `,(Cfrcre TY ascot). Je rse Case ; � orse.Case) , ahrral).•_ EF:$] N9✓,P❑O[]EfNQMQS[]✓ /A Pa. Pass[]✓Fail PassPFaiIM N/APPM N/A PPM 0i'e 'J Oven is]Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes]z No❑ Oven CO 0 PPM Ambient CO(During Oven CO Testing) 0 PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for,heat pump;COP if heat pump is geothermal Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric s Venting Type.; N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper I M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M.no Draft test is required for that appliance. If-the Venting Type selected is S„no Draft or Spillage tests are required ror that appliance_ ( A,CO test IS-REQUIRED for all appliances regardless of Venting Type,if the exhaust rent is accessible. J Water Heater!Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or O hand s Water Heater�fftciency: If Water Heater Type is Indirect,no EF entry is required. ! If WatepHntq Type is Tankless,enter efficiency of combustio i source. NOTE: Water Heatcr ommerc 1”and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 Vater Heater ype isommerci 1"and the unit is 100 gallons or more,enter a maximum-modeled EF of AS Rater Name: R • Del no Rater Number: 2652967 I Rater Signature:i Date: 2021-07-26 I 1 II I I �J J Home Energyating Certificate Property HERS 675 Glen Road Rating Type: Confirmed Certified Energy Rater: Robert B Delfino 675 Glenn Road LLC Rating Date: 2021-07-26 Rating Number: 5020 675 Glenn Rd Registry ID: 692096200 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 57 Efficient Home Comparison: 43% Better Heating 63.4 $1383 44% General information I Cooling 2.4 $152 5% Conditioned Area 2951 sq. ft. House Type Single-family detached Hot Water 12.7 $251 8% Conditioned Volume 27854 cubic ft. Foundation Unconditioned basement Lights/Appliances 25.5 $1361 43% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 104.0 $3164 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 14.0 SEER. Criteria Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 70.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 118 cfm, 23.2 watts. 2015 IECC Performance Path D 7(91'15HV1F= 2018 IECC UA Compliance LD Programmable Thermostat Heat=Yes; Cool=Yes 4 2018 IECC ERI J Building Shell Features ECCC New York State 2020 AUG 1 3 2021 Ceiling Flat R-30.0 ' None .w. Sealed Attic NA Expes d Floor R-30.0 BUILDING DEPT. Vaulted Ceiling NA indow Type U-Value: 0.310, SHGC: 0.300 ` O NIT C7''SOU �OLD Above Grade Walls R-21.0 filtration Rate 1349 C M50 (2.91 ACH50) Foundation Walls R-0.0 Method Blow do TITLE 1349 CFM x 60 MINHR =80,940 / 27854FT 2.90ACH Company Energy Testing Services LLC Lights and Appliance Features Address 1648 Locust Ave Interior Fluor Lighting (%) 0.0 RNageAdven Fuel Natural gas City, State, Zip Bohemia . . 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas Phone#631-244-2627 Refrigerator(kWh/yr) 570 Clothes Dryer CEF 2.32 Fax# Dishwasher(kWh/yr) 289 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software 06.0.5 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. J Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 675 Glenn Road City: Laural Builder Name: 675 Glenn Road LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-07-26 Outdoors Temp During Test: 84 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: eating System Primary: Yes Z No❑ pe: Fumace❑Boiler Z Heat Pump Q Other❑ i z - Venting Type Drat Sin IIaQe Snilla�e CO CO E cien Fuel Tdpe '(Circle T e (Pascal) (Worst Case (Natural) (Worst Case atur`al Rating:95 N_❑✓ P❑OQE❑ N❑`❑MD S_B NSA Pa. Pass Z Fail❑ Pass❑Fail❑ N/APPM N/A PPM Yes ❑ Tie: Standard Tank ✓❑Indirect El Tankless ElSize: 79 Style Common Vent Water Heater Primary: No Instantaneous❑CommetcialNote 5 below) (Gallons) ° Stand Alone ❑✓ s z Venting Tt ypes Draft Spillage Snillaje(Natural) CO CO E tcien FuelTvne (Circle Type) (Pascal) - (Worse Case) _ (Worse Case) (Natural) EF:$7 1 N_✓❑P❑O aE❑ N❑M❑S❑✓ /A Pa. Pass❑✓ Fail❑ PassElFail❑ N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes R1 No❑ Oven CO 0 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric s Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type' "Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 I Water Heater pe is" m cial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Roe B D no Rater Number: 2652967 Rater Signature: Date: 2021-07-26 mimmmo . • • ill ra.rn FOUNDATION(1ST) ----------- I=0 61rL•EMMA L;17A Nod, .. . i, od'R'°' - VT � ; � TAM PLUMBING INSL4XTION PRA N Y. . STATE ENERPY CODE.. ahw� 10 donR U Mil Eli i ,_. , .. 'L�• , ,r. a .� .�' -�ir�- -- tfiiraT'1���►►� ��� '-Zi r_i r�L ��l�rt�A� -- 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 South oldtownny.gov PERMIT NO. Check Septic Form N.Y.S D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assess Form Contact: 7�' G o h Approved ,20 �. Mail to: F rnrt /C w w�` Disapproved a/c rod 8� 1�o l�// - Phone: Expiration 120 ':3 Building Inspector ' ' " AP'BPJCATION" O DU' ILDING PERMIT �s )N`DEC 2 1 2020 II Date`, , 'rlpo 5/le- Z t 20 t,10 INSTRUCTIONS £_'��Y`-fie e 'li�.��- 3.i-.:.���,_.•' e m='V . .. , �..•m:; a°Thi's application MUST be coiripletel�yIled in by typewriter or in ink and submitted•to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee accofding 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 ori the premises available for inspection throughout the work. e.No building shall be occupied or used in•whgle or,in part for any purpose what so ever until the Building Inspector ' � •`�.5''yv4, �C. 6bai-,.Liy 1 1 tRe y `,issues,a,\Cextihcat. e.of Occupancy. authorized has not within 12 moriTs after the date of f. Every building permit shall expire if'the work 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,ho si g code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of ap licant) State whether applicant is owner, lessee, agent, areiiV...9ngineer, general contractor, electriciah, plumber or builder Name of owner of premises1- (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. s Plumbers License No. 40hh i, Electricians License No. V71'' ✓,tel {'y Other Trade's License No. 1. Locati n of Ian on which proposed work will be done- t House Number Street ,. Hamlet County Tax Map No. 1000 Section��, 0f9 Block Lot Q07 t 7 �Ts Subdivision Filed Map No. 5 Lot 5 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy %//w/,r V) b. Intended use and occupancy 3. Nature of work(check which applicable): New Building &-1 Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost JG f�,OOI� Fee ° (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of Gars 7 6.'If bb9ifi-es's; toinmerdi il'•or mixed occupancy, specify nature and extent of each type of use. .7`.,`Dimensioris of existing structures, if any: Front � Rear Depth ' Heighf' Number of Stories', Dimensions of same structure with alterations or�additibns: Front Rear Depth Height Number of Stories 8. Dimensions of entirenevi construction: Front 91C4_9�+ Rear �� Depth f Height �3 / Number of Stories �— r < 9. Size of lot: Front l-2-) Rear l Depth 10. Date of Purchase 11,414 y0 Name of Former Owner �/ � � Gy(4 L e+ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES /NO Will excess fill be removed from premises?YES NO F10 1, 14. Names of Owner of Dyernises 67j 10 12 n t-LCAddress �vZ rid' 6 Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO. * IF YES,PROVIDE A COPY. STATE OF NEW YORK) ;•;:. ��; COUNTY OF SVA IS � rna �✓g t9 5 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contrac]t�) above named, I (S)He is the h (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me t ks of em\j20jZ _��/ -//N EVELYN VELASQUFZ tary ku5irc lotary Public,State of New"ork Signature of Applicant N Ol VE0295387,Suffolk County Commission Expires March 6,20Z7— �O�gUffA[�coG y� BUILDING DEPARTMENT-Electrical Inspector H x TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9572-S Temporary Certificate # &"7' Date I 2021 Customer Name '7t" �{'/C L LC Electrician Name ftt-1vG Lr� ��G7� Address -79 Phone 2 5 e-mail e-mail Phone License# 1 U (- Size A Phase�_Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification ior 7aysfrom thee above. Authorized by X-1/ BUILDING DEPARTMENT- Electrical Inspector C> ; TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road -PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger4_southoldtownrny qov., se andCa�sout_holdtownny.go�; •{ In =.-.- ._- . .. �� •. ..Mp.>ro...-- �...�. —_ - ____ „�__ AI?*PLC N FOR ELECTRICAL INSPECTION_ ELECTRICIAN INFORMATION (All Information Required) Dattel ��Zzd / - - Company`Name: Name:- --_-Q(— -_�' - •--- - y.-. , : _,--_----____--== PERMIT# Addres a Switches Outlets � a �;,•' i G F I'sleg - . <� Surface Sconces HH's UC Lts Fans - Fridge I HW Exhaust r1 Oven Dryer- , Smokes, DW— { ger-vice Carbon = Micro Generator - - - - Combo Cooktop Transfer AC AW Mini Special: I r Cr Comments - sir �-��� ���- • > " �� k V__'r2' U_x J Town Hall Annex �� Gy Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P. O. Box 1179 y = Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: )2/2/ A Owner: �°7� �e L Ly Location of Prope7S 6-te n v► Wtsa" , �j &.-1 Pleasetake ce 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 folio ing location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: � M Name (person submitting this form): �-r�l' Capacity (chec pplicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 `7 4vT;J) shy��}�tt y. �h f"vr t,.�t _s•.� . �y'�.h`t2'�N;-1 r*r li�i+ t t r � i � 'C.f� Y� �4i♦ �k r f;+ t �. �• t t�:r.�t.' �- �;�• �t:�r r rr -: • s.14 a t r;: �7 r r. r s•L.s} -t 4��-..4 r_ ��3� '' r•t`� { y�7y y F { ' .0 i t . ' � 'l - .• a \jl�j�( .d - ,■ • r FLOOR r Scott A. Russell ,�a°SU S STOIKIMMA\,-F EI J J ' SUPERVISOR :,. _ NIA NA(Gf]ENHEN T- SOUTHOLD TOWN HALL-P.O.Box 1179 u' O (� 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of IJ o u tl G o l d 041* CHAPTER 236 - STORN - -ATF-A MANAGEMENT-'"WORK SHEET. - _ ( TO BE COMPLETED•BY THE APPLICANT) DOES THIS PROJECT ID4VOJ,L W ANY 'OF THE FOLLOWING: Yes No (CHECK AL1.T AT'APPLY) • El[j/A. Clearing, grubbing, grading_of stripping of land which affects more i than 5,000 square feet of, gtoulld surface. ❑ B. Excavation or filling involving more than 200 cubicY ards of material within any parcel or anti cozitiguous area, E]EdoC. Site preparation on slopes which exceed_10 feet vertical rise to E Q d100 feet -of, horizontal -dist.an�e":�, D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard.area. , ©{f E. Site preparation within;the one-hundred-year floodplain as depicted , ially, w ate_r ------ - ! ❑EY17. 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_mperVious surfaces:• If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent;Contractor,Other)i 11 S.0 T.1V1. 1 OOO Date g - N t D'utitct NAME r S ,r �' N n r - Sec ton Block Lot "FOR BUILD1NG•DEPAI?TINMENT USE ONIL Y "4' Contact Information: � Tdeynme Nu. 3 . - - — — — — - —— (Q ,� - - - Reviewed By: Date: Property Address / Location-of Construction Work:.. — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 ,j *Of so Town Hall Annex `� ® Telephone(631),765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD II October 26 2020 To: AJD Consultant LLC PO Box 162 South Jamesport,NY 11970-0162 RE: SCTM#78:2-7—determination of merger request Based on your application, single and separate search, and supporting documentation submil ted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our o inion that the property yin question is single and separate. Should you or anyone have additional questions, please feel free to contact me at (63 1) 765-1802. Respectfully Yours, r I Damon' Peter Rallis, Plans Examiner 1 I I —Bargain and Sale Deed,with Covenant against Grantor's Acts—Individual or Corporation(Single Sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the 15'h day of December, in the year 2020 BETWEEN VENUSTA CARNEVALE as Surviving Tenant by the entirerty of Carmine Carnevale, residing at 6 Canterbury Court, East Setauket,NY 1]733 party of the first part,and 657 Glen LLC with an address of PO Box 162,S Jamesport,NY 11970 party of the second part, WITNESSETH,that the party of the first part, in consideration of 10.00 dollars paid by the party of the second part,does hereby grant and release unto the party of the second "part, the heirs or successors and assigns of the party of the second.part forever, ALL that certain plot,piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the SEE SCHEDULE"A"ATTACHED HERETO Being and intended to be Premises commonly known as 675 Glenn Road,Southold,NY 119-71 TOGETHER with all right, title and, interest, if any, of the party of the first part- in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part.forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the fust part,,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying,the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same forany other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the y and year first above written. IN PRESENCE OF: l VENUSTA CA ALE �J 1 LA SD E C 2020 t_ ; SCHEDULE A Description Title Number. EL-100673 A11,that tract or parcel of land situate,lying and being in the Town of Southold,in the County of Suffolk, State of New.York,known and designated as Lot No.50 on a certain map entitled "Map of West Creek Estates,"and filed in the Office of the Clerk ofthe County of Suffolk on August 19, 1963,as Map No.3848. SUBJECT TO covenants,restrictions,utility easements,reservations and agreements of record,and in particular,a Declaration of Covenants and Restrictions dated March 9, 1964 and recorded in the Office of the Clerk of Suffolk on March 30, 1964,in Liber 5520,Page 315,as amended. State of Nc%v York.County of Stifiblk ss_ State ofNew York.Cuanty of ss C_ I On 'S "� 1 On before.me,the undersigned,a Notary Public in and for eaid before me,the undersigned,a Notary Public in and for said State,personally appeared State.personally appeared VENUSTA C:ARNEVALE personally known to me or proved io me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) satisfactory evidence to be the individual(s)whose name(s) is (arc) subscribed to the within 'instrument and is (are) subscribed to the within instrument and 'acknowledged to me that he/shelihcy xeeitted the same in acknowledged to me that heishe/lhey executed the same in, his/her their capacity(ies) and at_ Eby his/heritheir hislter/their capacity(ics) and that by hiAei/their signatures) on 'the cast i viduaks). or the signature(b) on the instruinent, the individual(s). or the person upon behalf of hi ndividual(s) acted, person upon behalf'of _which the individual(s) ,acted. executed this instrument. �, y' executed this instrument. 'Nota- ELLNER Notary Public o PU Ic,Siete of NeWyOrk t4o.01EL60479�2 Quafiflt:d tos SSP 18,2 Commission Ex fre TO BE USED ONLY WHEN THE ACKNOWLEDGMEW IS BADE OUTSIDE NEW YORK STATE State(or,District of Columbia,Territory,or,foreign Country)of On the day of nt cite year before me;the undersigned,'personally appeared i personally known to me or proved to me on the basis of satisfaciory evidence to be the individual(s)wh6se name(s)is (are) subscribed to the within instrument'and acknowledged to nie that he Mieithey executed the some in hi�1her.thetr capactry(tes)and that by his.1hedtheir signatarc(sj on the uts'trument•the mdnridual(s),or the person-on behalf of which the individuals)acted,executed the instrument.and that such individual made such appearance before the undersigAed in the in insert the City or atter pohncat subdivision) (and inert the Staic or Conn,r),u oihcr ptaLc the at,kn0I�ICdgmcnt was IA-en! Isiuiaturo andafIicc of individual taking aeknowlu)gincnt) Ba gain and Sale Deed Title No. EL-]00673 Resolution Title Agiihey VENUSTA CA NEVALE as'Surviving Tenant by entirety of CARMINECARNEVALE To BETH TANDI DUBAS COIJNTY:SUFFOLK DISTIUCT• 1000 SECTION;078 00 BLOCK:03.00 LOT.007.000 'RECORD AND RETURN BY MAIL TO- David Ellner,Esq. 7 Stokum Lane New City,NY 1095.6 S.C.T.M.# DISTRICT 1000 SECTION 78 BLOCK 2 LOT 7 #R-20-1775 DWELLING I I LOT 47 LOT 46 W/WELL WATER I I DWELLINGS OVER 150' I I W/PUBLIC WATER I ( 150' I I S 72 5930" E �61 80.48' i i s o 38.011 60 004'30 ff 00 CP LOT 51 DWELLINGS 7 " _ SILT FENCE rLn W/PUBLIC WATER _ 9 _8 PROP, GRADING O PROPOSED J STOCK att.E AREA I PROPOSED LIMIT OF DISTURBANCE f 15,600 S.F. I ( I I LOT 49 32.6' 9.0) (9.0) I I DWELLINGS W/PUBLIC WATER ' DRY WELL I I 150,_ PROPOSED.'::.•.:,:::';';':.,•:: B'DIAx4'DEEP '••'° ::2 STY ERM.'::�:::::::':': :'::::;':::;':•::::'•::• 'o /�–� I I 'o'::: DWELLING. ' GARAGE::;. . BEDROOMS: DRY WELL :FFL 12.0 GF(10.0)::::':: I 8'DIAx4'DEEP ( ) '''':::.':: ::•:'•' ::::::;'::;::::: ,:::: ,.•'•• • ' 22. : 0''••:: 1 y Z ••..•.. .. 31{3' :' .':•' X0.0'' (9.5)tri { 10.51 CLEAN ' qp TYPICAL CLEAN OUT z CA w oN LP / e• w' O 00 SLATE OR STOPPER END M �� N S.T. ?C SUITABLE COVE OR PLUG N 4� $ 'j: < �- ~' 1� 4 BEDROOM SYSTEM �, 1 8 �I DP ¢I `� 12LO 50 GAL. S.T. P �� N 3 I o -*-- 30• ELBOW (3)8'DIAx4'DEEP L.P. 4� I W PROPOSED 60* w0\ LIP STAGING AREA EA AND CONSTRUCTION CT10N290.0 QEX ETRE >O o FLOW a N 6631 f30'f �r ! DRRAIN ,-.---- DRY WELL 8'DIAx4'DEEP DRAINAGE CALCULATIONS: `"'•— _ 135.00 : A) DWELLING FOOTPRINT-1.904 SQ.FT. �-• ..-• _ 1,904 x 0.166=316c( REQUIRED _ (2) 8'01A x 4' DEEP DRYWELL-338cf PROVIDED `. I WATER AAAI L _ B) DRIVEWAY-985 SQ.FT ROAD x 0.166= DEEP! REQ. (1)(i) 8'D!A x 4' DEEP DRYWELL=177cf PROVIDED U.P. 1)WELLINGS _ 50' MIN. W/PUBLIC WATER BUT SUFFICIENT TO KEEP •�.,..,..150 -.,.�. SEDIMENT ON SITE -0- HAY BAIL AND/OR U.P. SILT FENCING z. w �' a �� ��� •' z FFL 12.0 3 _ y y Cover to grade Q —— — if drop'r'is used on inlet. Locking cast-iron I+ jQP cover to grade. '. Q CLEANOUT lk GRADE 10.5 GRADE 10.5 W ... P p' CONSTRUC17ON ENTRANCE - FOUNDATION OF COMPACTED Chimney N W :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. 20 Mir I20" Mifl 2 (9.0) Fitt 70 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE Locate drop"T"under access opening for maintenance Inlet ' ' (8.75) � '64 House Invert : N Dubai +� t� ®-10 o (9.0) Inlet ® 1_ ® t� 1M ®a 0 Mn.4"dia.SDR 35 pipe (8.25) 8 17 ® ® ®�0 TYPICAL SILT r equal.Pitched 1/4"/ft. Ilow s ( ) e t� m 9 0 SCREEN SECTION Eaffle a Min.4"dia.9DR 35 C° DO Leaching Pool(typ) I pipe of equal. CEOTEXTILE FABRIC 10' min Pitched 1/8"per foot. SUPPORT POSTS DO WOOD OR METAL I , FLOW DIRECTION3'collar u• ' _ Bottom of 8min Back fill material to be EXCAVATED AND Septic Tank 8' Dia• clean sand&gravel BACKFILLED TRENCH EL(3.9) ' • .;•. 1:50 GAL.PRECAST S.T. cat aD i-EXISTING GROUND / ® ® ®Ina._. ..... ® ® ®e 0 Bottom of Leachi Pools -' I . EI(45)II _ � - - - '� HIGHEST EXPECTED WATER EL 1.5 Sanitary Cross Section TYPICAL DRYWELL CROSS SECTION ZONED R-40 (CONC. PRECAST COMPONENTS) NON–CONFORNIING LOT tr SIAa FIOR NON-TRAFMC t FRONT YARD SETBACK: 35' MIN THE WATER SUPPLY, WELLS, DRYWEZLS AND CESSPOOL APPROVED IrPIPE e•&M FOR TRAFFIC WARM SIDEYARD SETEACK: 10' MIN, 25' TOTAL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS Rk �IR E Atm APPROVED To GRADE TO Exra+sroN ED OUTLET WE r Du. ELEV. 10.5 REAR YARD SETBACK: 35' MIN AND OR DATA OBTAINED FROM OTHERS. PffcNw Iw}• OL BROWN 0.8 NAVD88 SANDY LOAM AREA:19,725.16 SQ.FT. or 0.45 ACRES ELEVATION DATUM: Q ED ED Q UNAUTHORIZED ALTERATION OR ADDITION TO TNIS SURVEY IS A WOLA7701V OF SECTION 7109 OF INC NEW YORK STATE EDUCA770N LAW. COPIES OF THIS SURVEY PALE BROWN MAP NOT BEARING INE LAND SURVEYORS EMBOSSED SEAL SHALL NOT B£ CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICAi>D HEREON SHALL RUN SW FINE-COARSE 9.2' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO TTI£ TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UTION SAND LISTED HEREON, ANJ TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. HIGHEST EXP. EL 1.5 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE WATER EL 0.5 NOT IN7ENOED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OFFENCES, ADDITIONAL S7RUC7TJRES OR AND OTHER IMPROVEMENTS EASEMENTS WATER IN AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EWDENT ON 7HE PREMISES AT 7HE TIME OF SURVEY PALE BROWN 6.0' SURVEY OF:LOT 50 SW FINE TO MAP oF:WEST CREEK ESTATES CERTIFIED T0: BURT DORFMAN; COARSE SAN 3' MIN. 8' FILED:AUG. 19, '963 No. 3848 COLLAR BACK FILL MATERIAL TO BE OCT. 1, '2020 SITUATED AT:SOUTHOLD CLEAN SAND AND GRAVEL LD K. WOYCHUK LS TOWN Y, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOOLKK COUNTY,OUNProfessional band Surveying and Design r P.O. Box 153 Aquebogue, New York 11931 REVISED 11-23-20 FILE #220-156 SCALE:1"=20' DATE: OCT. 1, 2020 N.Y.S. LISC. NO. 050882 PHONE (831)298-1588 FAX (831) 298-1588 S.C.T.M.# DISTRICT 1000 SECTION 78 BLOCK 2 LOT 7 #R-20-1775 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY DWELLING I I LOT 47 LOT 46 W/WELL WATER I I DWELLINGS DATE 12/21/2020 H.S. REF. No. R-20-1775 OVER 150' I I W/PUBLIC WATER ���I � I 150', APPROVE /7�E{D c+���- �L,�9 FOR MAXIMUM OF 4 BEDROOMS S 72°59'3a>'� 80.48' I I 3$.01, EXPIRES THREE YEARS FROM DATE OF APPROVAL — — — S600 04I M 00 O C0 Ln LOT 51 "'" __ �6 DWELLINGS ~ , - W/PUBLfC WATER — - _ ` _ SILT FENCE --150' _ 8 ?ROP, GR _ 1 - 9 " ADIAI \ PROPOSED S STOCK PILE AREA �7 PROPOSED LIMIT OF DISTURBANCE t 1 I I LOT 49 3z.s' I 9.0) 62.0':: :: ; (9.0) I I DWELLINGS W/PUBLIC WATER DRY WELL I I 150' t•- PROPOSED:, .:' 8'DIAx4'DEEP STY FRA.': : DWELLING:'',::'. GARAGE w N .. : I / BEDROOMS. GF 10.0 ,.:;'•: ;':: ;:. I / z DRY WELL •:� FFL(1 Z.0)',::', ;:;',:',;:'::',�' .: ., :•. ;: ;;•. O 1 81DIAx4_DEEP ti M22.0'•: . � • ' � •'' �'' 3143' 'a 00 -- :40.0' (9.5) 0 10.51 CLEAN M � d- N00 0 00 TYPICAL CLEAN OUT LP / w Li SLATE ORSTOPPER END B'k� N S.T. J I - O SUITABLE COVE OR PLUG 6 C lb 8' MI DP wI '_ w 4 BEDROOM SYSTEM �y - 1— o'W ? 0 'CC 1250 GAL. S.T. 30' ELBOW (3)8'DIAx4'DEEP L.P. �. LP a o 3& PROPOSED W M ( W STAGING AREA , 60' WYE a o (r) AND CONSTRUCTION 290 Q' Q' D o W a ENTRANCE FLOW-•— 5' 7� '70 I v? IN. �N 66031 ' O GU i - 3 ` __ tt YY ►'Y DRAIN DRY WELL 135 8'DIAx4'DEEP DRAINAGE CALCULATIONS: _ '00 A) DWELLING FOOTPRINT-7,904 SQ.FT. 1,904 x 0.166-316cf REQUIRED (2) B'DIA x 4' DEEP DRYWELL=338cf PROVIDED T 1 ry� B) DRIVEWAY-985 SO �jN FT. L�1fL1J MAIN 985 x 0.166= 164cf REQ. 1 !f ROAD (7) B'DIA x 4' DEEP DRYWELL-177ef PROVIDED U.P. DWELLINGS W/PUBLIC WATER 50' MIN. 150'__. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE -O- U.P, HAY BAIL AND/OR SILT FENCING z w FFL 12.0 Cover to grade if drop ,� o used on in1eL Locking cast-iron ' '��G' N CLEANOUT GRADE 10.5 e'er to grade. GRADE 10.5 Li Alk pCONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED „ Chimney w 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. 0 Min 20 Min Locate drop"T"under access z (9.0) FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. opening for maintenance A .� a (8.75) N it •. ® ® >m ma0 (9.0) �Irt inlet ® m A D ® ® m a0 Min.4"dia.SDR 35 pipe A (8 25) (8 1 ® en m a TYPICAL SILT equal Pitched 1/4"/ft _ Flow Baffle r Min.4"dia.SDR 35 beaching Pool(typ} SCREEN SECTION GEOTEXTRE FABRIC 10' min 1 00 pipeofequal. Pitched 118 per foot. - SUPPORT POSTS 00 WOOD OR METAL Y collar FLOW DIRECTION t• " Bottom of 0 8' min Back fill material to be 8' D;o, clean sand lot gravel EXCAVATED AND Septic Tank ., , BACKFILLED TRENCH EL(3.9) .' 1250 GAL.PRECAST S.T. ® ®a D EXISTING GROUND ® ® ®0 D Go ® ®00 • ® ® ®00',•. Bottom Of beac Pools ® ®00 L� :''•' [=jI El(4.5) 11II I I I I—I I—III— - I I—�T�— —�(--I � � I—I I I I=11 J�1—I 1 L—I 1 I-1 I I—11 - '- 4' t Tarawa HIGHEST EXPECTED WATER EL 1.5 Sanitary Cross Section TYPICAL DRYWELL CROSS SECTION ZONED R-40 (CONC. PRECAST COMPONENTS) NON-CONFORMING LOT 6"SLAB FOR NON-TRAFFIC BEARING FRONT YARD SETBACK: 35' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL a•SLAB FOR TRAFFIC BEARING LOCA770NS SHOWN ARE FROM FIELD OBSERVA7701VS HEAVY DUTY SiDEYARD SETBACK: 10 MIN 25 TOTAL K'PROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE ELEV. 10.5 ' AND OR DATA OBTAINED FROM OTHERS. LON. 4'W. COVER TO GRADE TO EXPANSION RINGS REAR YARD SETBACK: 35' MIN PITCHED I/8'/f' MIN. 4'DIA. P(TCHED+/ey+' OL BROWN 0.8' ELEVA77ON DATUM.-NAVD88-_------ ® C� O O 0 SANDY LOAM AREA:19,725.16 SOFT, or 0.45 ACRES __________ O ED 0 UNAUTHO;?IZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE £DUCA71ON LAW. COPIES OF THIS SURVEY PALE BROWN MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SW FINE-COARSE 9.2' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7?ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. HIGHEST EXP. EL 1.5 SAND THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE WATER EL 0.5 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADD17701VAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS WATER IN AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY PALE BROWN 6.0' SURVEY oF.LOT 50 CERTIFIED TO: BURT DORFMAN; SW FINE TO MAP OF:WEST CREEK ESTATES COARSE SAN FILED: AUG. 19, 1963 No. 3848 COLLAR 3' MIN. � $' BACKFILL AGRAVEL BE OCT . 1, 2020 SITUATED AT:SOUTHOLD CLEAN TOWN oF:SOUTHOLD K. WOYCHUK LS KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 REVISED 11-23-20 FILE #22C-156 SCALE:1"=20� DATE: OCT. 1, 2020ONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 2 LOT(S): 7 #R-20-1775 DRAINAGE CALCULATIONS: DWELLING I I LOT 47 L 0 T 4 6 W/WELL WATER I I DWELLINGS A) DWELLING FOOTPRINT=1,904 SQ.FT. 1,x04 x 0.166=316of REQUIRED OVER 150, ! I W/PUBLIC WATER (2) WDIA x 4' DEEP DRYWELL=338cf PROVIDED I I 150'- 8) cJD'-8) DRIVEWAY=985 SQ.Fr. 985 x 0.166= 164cf REQ. (1) 8'DU1 X 4' DEEP DRYWELL=777cf PROVIDED S 72059130" E 80.48' I I S 60° 38.��, 04'30 f, AL D P2- t -4 LOT 51 L0 DWELLINGS �" — Ln Ln W/PUBLIC WATER _ _ __ _ — SILT FENCE ---150' — — — — — PROP. GRADING \ N, PROPOSED SOIL \ STOCK PILE AREA _I~^ m t PROPOSED LIMIT OF DISTURBANCE t 15,600 S.F. 76.7' ! Fr` 1 2 2021 ! LOT 49 • _ .,. . ,'-;:: 32.6' I I " •'r' 40.0. o I I DWELLINGS W/PUBLIC WATER 25.0' DRY WELL I I 150'_ 8'DIAx4'DEEP FOUNDATION LOC. C) r w FEB. 12, 2021 GARAGE N z DRY WELL TOP FND. ELEV 13.1 8'DIAx4'DEEP 0 25.0' 28.3' 40.0' I ` CD CLEAN A ON LP 8. 45.5' : w o _o — - - - -- ---N--- --- �_ psi $+ �N •S.T. � ' �¢ } - - - - -- - - N - � - q COO Cw B' MIN DID W 4 BEDROOM SYSTEM ¢ • o 1250 GAL. S.T. EXP �� 3 I �R o (3)8'DIAx4'DEEP L.P. �Fa LP p PROPOSED ` 9 0O I ' U.1 STAGING AREA OZQ' EXP z o AND CONSTRUCTION 29 .00 QUO � i �m � ENTRANCE 51 o? IN. N 66°31 '3Off GUTTER DRAIN /' '__�DRY WELL W 135, 8'DIAM4 DEEP - _ 00 _ GLE1vN WATER MAIN •_. _.._, _.._ • ,_.._ . R OAD U.P. DWELLINGS ZONED R-40 WIPUBLIC WATER NON—CONFORMING LOT 150 `"' U.P. FRONT YARD SETBACK: 35' MIN SIDEYARD SETBACK: 10' MIN, 25' TOTAL 774E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCREAR YARD SETBACK: 35' MIN FND. LOC. 02-12-21 AND O D SHOWN ARE FROM FIELD OBSERVA770NS AND OR DATA OBTAINED FROM OTHERS AREA: 19,725.16 SQ.FT. or 0.45 ACRES REVISED 11-23-20 ELEVA77ON DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A V70LA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLEE, 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RU&7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 50 CERTIFIED TO: BURT DORFMAN; MAP OF: WEST CREEK ESTATES FILED: AUG. 19, 1963 No. 3848 SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD - KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design { P.O. Hoz 153 Aquebogue, New York 11931 FILE #220-156 SCALE: 1 "=20' DATE: OCT. 1, 2020 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 2 LOT(S): 7 #R-20-1775 DRAINAGE CALCULATIONS: j LOT 47 A) DWELLING FOOTPRINT=1,904 SQ.Fr. LOT 46 1,904 x 0.166=316cf REQUIRED (2) 8'DIA x 4' DEEP DRYWELL=338cf PROVIDED 8) DRIVEWAY=985 SQ.FT. 985 x 0.166= 164cf REQ. (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED S 72059'30" E 80.48' I I 38.0 - - - - S60004►30 11 PIPE PIPE E PIPE M SUFFOLI(COUNTY DEPARTMENT OF HEALTH SERVICES 00 p ,-y ,,- :R T op 00 APPRo V AL OF C'-t,a.-.•v i.V �LJ �d i/ 5���® A SINGLL f-" „Y RESIDENCE 51 Ln � ^y AG 1 7 2021 1 - 0- L:D-j . ;: y �cisities aE this txawn havo been The ser.Gge.dispasz,and v.Stf P encias and found to inspected 811610r Gefflf-ed b,1 kills t'i?a i�e f'c 'BEDROOMS. be satisfadory FOR IN 6MU��OF SANITARY LOCATION POINT"A" POINT"B" chlaf S.T. 17' 38.5' 76.7' office of WaSterwater Management D.P. 26.5' 50.5 12.3'. L.P.#1 30.5' 41.5' COVERED o STOOP UNDERGROUND LOT 49 L.P. 2 19' 53' 32.6' PORCH 4'x8' L.P. GAS TANK 40.0' o O 25.0' b 2 STY FIRM. b DWELLING 75 GARAGE `r DRY WELL 6N 14.3 GF 12.2 8'DIAx4'DEEP FFL 25.0' 28.3' POINT"A" 40.0' POINT"B" DRY WELL ` COVERS O ' 8'DIAx4'DEEP M sr)OP ori f `} Q ON 8.0' O - - M LP S.T. w - — --—� - - q N o 4 BEDROOM SYSTEM A9 7 1250 GAL. S.T. O w 3 (3)8'DIAx4'DEEP L.P. DP LP a ►'�y� 290.0' o PIPE N 66031 1,3011 W `�_�DRY WELL 8'DIAx4'DEEP • �.. .. ...._ W.M. PIPE _ — _ 135.00' — GLENN R0WATER MAIN _.. _ — .... _. _.._ � D -0 U.P. ZONED R-40 NON—CONFORMING LOT U.P. FRONT YARD SETBACK: 35' MIN SIDEYARD SETBACK: 10' MIN, 25' TOTAL FINAL SURVEY 07-18-21 774E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA 77ONS SHOWN ARE FROM FIELD OBSERVA77ONS REAR YARD SETBACK: 35' MIN END. LOC. 02-12-21 AND OR DATA OBTAINED FROM OTHERS AREA: 19,725.16 SQ.FT. or 0.45 ACRES REVISED 11-23-20 ELEVA77ON DATUM: NAVD88 UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 774E NEW YORK STA TF EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF. LOT 50 CERTIFIED TO: 675 GLENN LLC; MAP OF: WEST CREEK ESTATES KENDALL DEREK PEASE; MOLLY LEHR PEASE; FILED: AUG. 19, 1963 o. 3848 *0 .® PECONIC ABSTRACT, INC.; STEWART TITLE INSURANCE COMPANY; SITUATED AT: SOUTH ��� �� �� TOWN OF: SOUTHOLD �"�, � '� KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW Ys t Professional Land Surveying and Design • #� P.O. Box 153 Aquebogue, New York 11931 ' PHONE (831)298-1588 FAX (831) 298-1588 a°I FILE #220-156 SCALE: 1 "=20' D / 1 , 2020 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk Ge neratmd'by RES,check-Web Software, comptiance Certificate Project, 675 Glenn,Rd, Southold Energy-Code: 2018'IECC Location: Southold, New York Construction Type: Single-family Project Type: 'New Construction Conditioned Floor Area: 1,280 ft2 Glazing Area 13% Climate Zone: 4 (5572 HDD) ' .Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 675 Glen Rd Burt Dorfman Robert Higgins Architect Southold, NY 50 HIDDEN ACRES PATH WADING RIVER, NY 11792 43.zn'kp� 'g, W F : MIN FERM MM 'Z Compliance- 33%Better Than Code 1�I3:ximumUk 359 Your UA- 3,47 'MaArnu,m,5HGC- 0.40 Your SHGC- 0.30 The%'Better or Worse Than Code Index reflects how close,to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a mlnlmum-code home, Envelope Assemblies 311111 Ceiling: I Flat Ceiling,I or Scisso r Truss 1,280 30:0 0.0 0.035 45 Wali:Wood Frame, 16"Oc. 2,592 21.0 0.0 0.057 124 Door 1: Solid Door(under 50%glazing) 79 0.400 32 Door:Glass Doc'r(over 50%,glazing) 40 0.300, 12 SHGC:0.30 Window:Wood'Frame 305 0.300 92 ,SHGC,.,0.30 1,280 30.0 0.0 0.033 42 Floor:All-,Wood Joist/Truss Compliance Statement., The proposed,,building design described r is onsistent with the bulldlng•plans,specifications,andother calculations submitted with the permit application.The propose u d' designed to meet the 2018 IECC requirements in REScheck Version. REScheck-Web and to,comply with the man at M&A ted in the REScheck Inspection Checklist. J12/18/2020 rdbert'higgins architect Name-Title Date ®9901® OF M Project Title: 675 Glenn Rd, Southold Report date: 12/18/20- Data filename: Page 1 of 9 REScheck Software Verelan ; :RESebe k-Web Inspection Checklist,_ Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions"-column'is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement-will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 1a9t5�er9ie�iiel�$Vrs�ld #__, ,ar srscn6m (P►arviea Cgmtsrie � Gorr�eentsdAscempti�ns R® :�ltu q :. 103.1, Construction drawings and 103.2 documentation demonstrate <,i�Does.Not [PR111 energy code compliance for the building envelope.Thermal _g, ,E]Not Observable Q ° is , Not Applicable .envelope represented on sconstructlon documents. 103.1, :Construction drawings and � _ ���` - t;`' ` � `0complies 103.2, .documentation demonstrate ., , ;, �i'� � v ' _'� �, <��- _(] ! .,�,� '.�;' =' Does Not 403.7 energy code compliance for = '� ,:�°f,� ''a� '„r"_-",E3Not Observable [PR3]1 lighting and mechanical systems. `Systems serving multiple f' - '°' = __ �' "�"`' Not Applicable <�r" �° =- .dwelling units must demonstrate = �' `:�� '�- ;compliance with the IECC !Commercial Provisions. -�` �� �'_ . - 302 Heating and cooling equipment isHeating: Heating: ElCompiies '3sized per ACCA Manual S based Btu/hr Btu/hr ElDoes Not ;mon loads calculated perACCA Cooling. Cooling E]NotObservable: Yr Manual J or other methods Btu hr Btu/hr ' ' approved by the code official. Btu/hr Applicable Additional Comments/Assumptions: r E 1'High Impact(Tier 1) 4,. `;Medium Impact(Tier 2) "3;• Low Impact(Tier 3) ,Project Title: 675 Glenn-Rd,'Southold Report date: 12/18/20 Data filename: , Page 2 of 9 w # Fo66dation�lhs ection , ' - ��m ,lies? ®;ccimencs%Assurnptio-ns„ .r �• - L - '•iY `,'&f � 303:2:1 _'A'protective covering is installed to tl]Complies ;�1. `[FQI ]?;<;, protect exposed exterior insulation Does Not tii1�u yt'a:.'' Sir,Y, .r; •,};and extends a minimum of 6 in. below,ONot Observable' grade. •ONot Applicable ^i5now-and ice-melting-system controls:OCompiies ! �RO1 ] rt's; installed. E]Does Not TINot Observable ;E]Not Applicable Additional Comments/Assumptions: k 3 IHigh Impact(Tier 1) 3' Medium Impact(Tier 2) 3'- Low Impact{Tier 3) , Project Title: 675 Glenn Rd, Southold Reportdate: 12/18/20 Data filename: Page 3 of 9 _ 1,.rY�feed;_ - - - _ section, i fps Vevifieef t �ielei=ole a :,'= _ „i' cteon P,a ,Y ®niP9f s? : -.�0 mei is/Assu'ingieiozas`, #, Eramirig!Rough=�n_E`os�e _ila4iie_" ,�lalue, i -, = 1_ _ 402.1.1, Door U-factor. U- U- l]Complies See the Envelope Assemblies 402.3.4 ;[]Does Not table for values. [FR1]1 :❑Not Observable .❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ,[]Complies See lefor values. 402.3.1, 402.3.1, average). ;[]Does Not table for values. 402.3.3, 1 ❑Not Observable 402.5 QNot Applicable [FR2]1 303.1.3 U-factors of fenestration products` _ _ __ _ _;QComplies [FR4]1 are determined in accordance _ " ', _ _ ;,r,❑Does Not with the NFRC test procedure or `;.:,` ,taken from the default table. U <❑Not Observable ONot Applicable 402.4.1.1 Air barrier and thermal barrier k' _ ;3. ;_ A []Complies [FR23]1 'installed per manufacturer's ~' _ - ',=- "�- � =_❑Does Not instructions. ❑Not Observable . r ='❑Not Applicable 402.4.3 Fenestration that isnot site built "Y '"` ''F=4,;;�--- °F"OComplies I[FR20]1 is listed and labeled as meeting , :=--QDoes Not AAMA/WDMA/CSA 201/1.5.2/A440} - -= f v }❑Not Observable or has infiltration rates'per NFRC k ❑Not Applicable '400 that do not exceed code 1lmlt5. Y.^`A2,•��. 1•-I,_-tF`t, W 402.4:5, AC rated recessed lighting fixtures; `'-`'OCoinplies ,[FR16]2 _ 'sealed at housing/interior finish '.� � = :_ �_;; " QDoes Not ",and labeled to indicate<_2.0 cfm []Not Observable :ar s leakage at 75 Pa. QNot Applicable X403.3.1 Supply and return ducts in attics �J ��` _' a]Complies �[FR12]1 insulated >= R-8 where duct is ;M ', �,;', _ []Does Not >= 3 inches In diameter and>_ °�-� = °" :-f❑Not Observable R-6 where< 3 inches.Supply return ducts in other portions of _ _ ❑Not Applicable t y ;the building insulated >= R-6 for - 'diameter>= 3 inches and R-4.2 ,for< 3 inches in diameter. '❑Complies 403.3.2 Ducts, air handlers and filtery- [FR1311 boxes are sealed with ;` _' _',`' ==f'_ ❑Does Not ,joints/seams compliant with ;;, ';` °.y_ `= _` -- 'a,' ,';= ❑Not Observable -' 'International Mechanical Code or �� � � = =International Residential Code,as = ❑Not Applicable ,applicable. •40I 3,3;5 Building cavities are not used as ; >>r`� a',: _ '❑Complies [FR1513 ducts or plenums. �''r' '� � :❑Does Not []Not Observable ❑Not Applicable HVAC piping conveying fluids R-5 R-_-, :[]Complies ElDoes Not above 105°F or chilled fluids ;below 55°F are insulated to aR- ❑Not Observable Ute' ;3• ;[]Not Applicable 403.4.1 Protection of insulation on HVAC 'q'[]Complies [FR24 __ �,__ _ = �' ❑Does Not 11 piping. _ , ;,ry -_ - ,�','F:�,�t=; :: ❑Not Observable t'h _= �;, �T;,�°r•�.,�" QNotApplicable Hot water pipes are insulated to R- R ,❑Complies FR18? � ;❑Does Not ?R-3• :[]Not Observable ` ;QNot Applicable F11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title; 675 Glenn Rd, Southold 'Report date: 12/18/20 Data filename: Page 4 of 9 a _ ;�tansveeifiee�'=` "Fieii�;Vei'ifi6eei` '# tRraming f Rough-4n=FrEspec Inspection _ ;ala ue:. = =`' ®rnplies? _i '�omniri i s/�ssuenpt'egnr 403:6 ' Automatic or gravity dampers are, `, _„ 9 Y p ❑Complies rrf,R�.9j�,r��Installed on all outdoor air []Does Not _ry intakes and exhausts. ❑Not Observable 4 ❑Not Applicable Additional Comments/Assumptions: r - 1 High Impact(Tier 1) ? Medium'Impact(Tier 2) 3 Low Impact(Tier 3) ; Project Title: 675 Glenn Rd; Southold Report date. 12/18/20 Data filename: Page 5 of 9 ` ^.` ` ` � � PI r Insulation,InSO C" ne'n_,ts/A'§su_0npt1 "'All installed insulation.is labeled -IIN13] or the installed R-values Not Observable -,,ONot Applicable 402.1.1, 'Floor insulation R-value. R- R- EComplies See,th&Envelope-Assemblie5 table for values. 402.2.6 Wood [IN III Wood �E]Does Not Steel Steel �[]Not Observable :'E]Not Applicable 402.1.1, Vall,insulation R-value.If this.is a: R- R- 13complies, See the Envelope Assemblies 402.2.5, �mass wall with at least V-2 of the F-T Wood F1 Wood !E]Does Not table for values. ,402.2.6 :wall insulation on the wall E] Mass (IN311 :exterior,the exterior insulation E3 mass UNot Observable requirement applies (FR10),. El Steel E] Steel tlNot Applicable 303.2 'Wall insulation is installed per [IN41I manufacturer's instructions. � []Not Observable Additional Comments/Assumptions: ' ~ I High Impact�Tier 1) Medium Impact(Tier 2) 1--3',,1 Low Impact(Tier 3) � \ n , , ' � � ` � � � ( ' Project Title: 675 Glenn Rd/ Southold, Report date.-, 12/I8/20, Data fiheoorne: ' Page 6 of 9 ,Section_ r „ ��aaas 1®e"r`ified r-j6,d';"rified - 'iraeiV9nspection-Provisions Complies? i,Comfnep s/,Asst mptions `ilalue, � 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood F-1Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ;❑ Steel ❑Not Observable 402.2.6 [Fl1]1 ❑Not Applicable _� ❑Com ties 303.1.1.1, Ceiling insulation installed per ; P 1303.2 manufacturer's instructions. = == -=,�ODoes Not [FI2]1 ,Blown insulation marked every s ``} "` :❑Not Observable ,300 ft2 :� ': ❑Not Applicable 4.02,2:3 -_;Vented attics with air permeable _ _ __ ❑Complies {E1�22]?- ='insulation include baffle adjacent = = ' "`�� - ❑Does Not to soffit and eave vents that '- - _ =°❑Not Observable ,extends over insulation. ;❑Not Applicable 402.2.4 y ,Attic access hatch and door R- R- :❑Complies [FI3]1 'insulation zR-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable j❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50= ACH,50= '❑Complies ` '[F117]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ' ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ,❑Complies [FI27]1 determine air leakage with - ftz ft2 ;❑Does Not either:'Rough-in test:Total ❑Not Observable ' leakage measured with a ,pressure differential of 0.1 inch j ,❑Not Applicable ,w.g. across the system including , 'the manufacturer's air handler enclosure if installed at time of test.,Postconstruction test:Total ; leakage measured with a pressure differential of 0.1 inch 'w.g.across the entire system 'including the manufacturer's air handier enclosure. 403.3.4 ':Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI411 cfm/100 ft2 across the system or ft2 ft2 ,❑Does Not ; '<=3 cfm/100 ft2 without air ;❑Not Observable 'handler @ 25 Pa. For rough-in ;❑Not Applicable :tests,verification may need to ,occur during Framing Inspection. 1403.3.2.1 Air handler leakage designated i' `' - ' -. ❑Complies [F124]1 ;by manufacturer at<=2%of ,A 'Y w ;•', design air flow. ❑Not Observable _� ❑Not Applicable ' 403.11�'�'Programmable thermostats ❑Complies [Flg]� '�installed for control of primary = Y ;,_;, ', '_ _--��' _ []Does Not 4"�_-,heating and cooling systems and _ -`" ��'_ ;❑Not Observable initially set by manufacturer to - -.,❑Not Applicable `code specifications. p i ' = +403.12> Heat pump thermostat installed 5.`;, T;-; _ n'- A❑Complies '(FIlOj?°' 'on heat pumps. _ ❑Does Not ; ❑Not Observable =i. O` < _�7, �''" �'' - ❑Not Applicable � �- ❑Comties 403.5.1 -:Circulating service hot water - P systems have automatic or _ =:_;❑Does Not accessible manual controls. ; ❑Not Observable -_ _ __ �,a _ _ ..,, _ 'G.�•;❑Not Applicable 1 High Impact(Tier 1) '=2,� Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 675 Glenn Rd, Southold Report date: 12/18/20 Data filename: Page 7 of 9 'Section ` 9aas,lR�ried ^ '1~ielc9lfeY@fieri=,�, #' FirraB.ins fae ct€®n t�'roui�iorrs Complies? Comm eats/Assudipticsns 403.6:1•`.` All mechanical,ventilation system: =;❑Complies [F125]?- fans not part of tested and listed ? ;, `❑Does Not 'HVAC equipment meet efficacy and air flow•limits per Table _= _ ❑Not Observable R403.6.1. t- ❑Not Applicable 403i2A- Hot water boilers supplying heat I -:+ ry( ` ^f ` ''c' ` ' s❑Complies [F.t26j2 r"'through one-or two-pipe heating ` ❑Does Not ;systems have outdoor setback , � ;i.,'^ Not Observable 'control to lower boiler water _ 'temperature,based on outdoor --z`❑Not Applicable ,temperature. 403:5:,•L`1"` Heated water circulation systems :- ❑Complies [FI28]2r have a.circulation pump.The ❑r V Does Not system return pipe is a dedicated return pipe or a cold water supply; ;,, =❑Not Observable pipe. Gravity and thermos- - rt;❑Not Applicable - - "syphon circulation systems are `--,',-not not present. Controls for -circulating hot water system u, ,;pumps start the pump with signal ,for hot water demand within the = =; occupancy. Controls = ;automatically turn off the pump "when water is in circulation loop _ ;° 'is at set-point temperature and ` no demand for hot water exists. 403,:5.1'.2 Electric heat trace systems ;❑Complies [F429121°' ";comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ;adjust the energy input to the _ E]Not Observable , heat tracing to maintain the ,,: - _#❑Not Applicable desired water temperature in the :piping 403r5:2F FDemand recirculation water s „s '_ �,- _ ❑Complies ,F' [F13071 ;1 systems have controls that _:;❑Does Not ;manage operation of the pump and limit the temperature of the ❑Not Observable 4water entering the cold water ❑Not Applicable ' _ piping to<= 1044F. - 403,5,:4�' 'jDrain water heat recovery units ❑Complies jFt311 ----,tested in accordance with CSA _� '❑Does Not �•B55.1. Potable water-sides - - :Fpressure loss of drain water heat ��." - _ f,`_ =❑Not Observable ry 3 psi for Applicable 5,*recovery units< =' pP individual units connected to one i or"two showers. Potable water- +: aside-pressure loss of drain water heat recovery units <2 psi for =_ _ t =individual units connected to '. three or more showers. 404.1 :90%or more of permanent ;a' Comp es [FI6]1 fixtures have high efficacy lamps.' ❑Does Not ❑Not Observable . ❑Not Applicable 404.2:1, ,Fuel gas lighting systems have �� �� - '"�,�__` _ �,r'_ ;,= �❑Complies [FI23]3 no continuous pilot light, y' UD oes Not ❑Not Observable .t, C7Not Applicable 401:3` ?Compliance certificate,posted, _ ❑Complies z,:';: []Does Not ❑Not Observable :❑Not Applicable 1 High Impact(Tier 1) i„2J; Medium Impact(Tier 2) J-3, Low Impact(Tier 3) Project Title: 675 Glenn Rd, Southold -Report date: 12/18/20 Data filename: Page 8 of 9 � , . . ' lon Plaris Verified I' fi e, 303.3— -"",Manufacturer manuals for �,,,"_Complies -'mechanical and water heating E]Does Not systems have-been provided. _4EINot Applicable AdditionalComments/Assumptions: � ipact(Tier 1) L,2 I medium impact(Tier 2) Low impact(Tier 3) � ` � ` . � ` ` � ( � � ` _ � _ Project Title: 675Glenn Rd, Southold ` Reportdnte: I3/18/20 DatafUenamne: Page Bof 9 2018 CC Energy mncy Above-Grade Wall 27.00 Below-Grade Wall 0.00 'Floor 30.00 Ceiling/hoof 30.00 Ductwork (unconditioned spaces): ®.. MINIM Window 0.30 0.30 J Door 0.40 0.30 Heating System: Cooling System: Water Heater: ' Name: Date: Comments a JF PROVED AS NOTED �,/ COMPLY WITH ALL CODES OF DA I B.P.# -1NEW YORK STATE & TOWN CODES BY AS REQUIRED AN,D-.GONtY ONS OF NO DING DEPARTMENT AT SOUTHOLDT ZBA 765-1802 8 AM TO 4 PM FOR-THE FOLLOWING INSPECTIONS::; SOUTH TOWN PLANNING BOARD 1. FOUNDATION-- TWO-REdUAED' _ SO OLDTOWNMUSTEES FOR ,POURED CONCRETE- 2. ROUGH - ,FRAMING-&` PLUMBING S.DEC 3. INSULATION 4. FINAL - CONSTRUCTION-MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELWMCAL V4SPWf=REWRW REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY O PLWOBER CERTIFICATION USE IS UNLAWFUL ON LEAD CONTENT BEFORE �a�U� �� �CA� CERTIFICATE OF OCCUPANCY OF OCCUPANCY C PA C , SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1%.LEAD. i RETAIN STORM WATER RUNOFF - _ PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform DO NOT PROCEED WITH to Chapter 172 FRAMING UNTIL SURVEY of the Town Code OF FOUNDATION LOCATION HAS BEEN APPROVED., ...M ��..., PLUMBING TRUSS PLADARDING REGUIFIW ALL PLUMBING WASTE &VVATER LINES NEED TESTING BEFORE COVERING lust Provide Manuals Blower door D, J and S as per a and ductwork NYS Energy Code testing required. -a GENERAL CONSTRUCTION (VOTESFASTENING SCHEDULE 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE USE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP SPACING AND 2020 Ener Conservation Construction Code of New York State, the Uninhabitable attics without storage DESCRIPTION Energy 1. Ceiling is suspended under floor framing. OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. inches Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or without Shower head ITEM ROOF FRAMING ALL CODES shall supersede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation wallsHabitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation and/or whirlpool attachments 1-1/2 4-8d BOX (2-1/2")OR Bidet 1-14 Balconies(exterior)and decks 40 10 1 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes CEILING JOISTS To TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. p 40 20 2 EACH JOIST,TOE NAIL Dishwasher on separate trap) 1- 2 3-8d COMMON 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR FACE NAIL Floor drain 2 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" 17. Metal flashing shall be installed were concrete abuts wood components 50 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen sink (one or two traps, with or Guard in-fill com p 4 RAFTER HEEL JOINT CEILING JOISTS ATTACHED TO PARALLEL SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. 18. Install joist hangers at all flush structural load bearing conditions. without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR 5 FACE NAIL TO EACH RAFTER 1 9 9 OR 1-114"X 20 a RIDGE STRAP 3-10d COMMON 3" 4. The mechanical systems, electrical systems, plumbing:systems and solar energy systems, Laundry tub (One Or more compartments) - Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent ofSleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Shower (based on the total flow rate through OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor, showerheads and bodysprays) stairs 40 20 4-16d OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 21. Vent dr ers to exterior as per Section M1502 5.7 gpm and less 1-1/2 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section tion M More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 m u t556 m 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 gpm up . gp 16d COMMON with an allowable bearingcapacity of less than 1,500 psf are like) to be resent at the site, Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C. FACE NAIL P Y P Y P and NFPA 72 . Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, includingSTUD To STUD AND ABUTTING STUD AT 16d BOX basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 9 16"O.C. FACE NAIL INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1l2"x 0.162" 6. Cast-in-place concrete shall be air entrained; 5% <7% total air content b volume and have 16d COMMON p Y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 10 BUILT-UP HEADER (3-112"x 0.162") 16"O.C. FACE NAIL ALONG EDGES W an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition,or conversion is made to an Existing Residence, L/360 hardwired and interconnected. p ( , garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system g stem of the ENTIRE residence must be brought u to code, TABLE R302.6 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL v All Concrete shall conform to the latest ACI standards. DWELLING - GARAGE SEPARATION All other structural memebers L/240 OR 4-8d COMMON z 0.162 Reinforcement: Steel reinforcement shall comply with the requirements 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x SEPARATION MATERIAL Exterior walls with stucco finish H/360 ( " ) 16"O.C. FACE NAIL of ASTM A 615,A 706 or A 996. Exterior walls-wind loads/brittle finishes 8-16d COMMON 3-1/2" of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS THAN 112"-INCH GYPSUM OR L/240 ( ) FACE NAIL ON EACH SIDE OF END Minimum yield strength of reinforcing steel shall be: 40,0000 psi rade 40 , FROM THE RESIDENCE AND ATTICS 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST MIN 24"LAIP SPLICE LENGTH Y 9 g P (9 ) in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE ( �^ required reinforcement shall be in accordance with Table R404.1.2 1 thru Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT) v! Q q ( ) and smoke alarms shall be permitted in lieu of carbon monoxide alarms. NOT LESS THAN 518"-INCH TYPE X GYPSUM R404.1.2(9). FROM HABITABLE ROOMS ABOVE THE GARAGE BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C, FACE NAIL W Q BOARD L=span length, H=span height 16 BOX 3-1/2" All CO alarms shall be connected to the lighting circuit with no intervening wall 14 OR BLOCKING(NOT AT BRACED WALL) ( ) 12"O.C. FACE NAIL n/ /y z Location of Reinforcement:The center of vertical reinforcement in basement walls shall be STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES LL u.. switch with battery backup. Battery-powered alarms are not allowed. NOT LESS THAN 112"-INCH GYPSUM BOARD located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). USED FOR SEPARATION REQUIRED BY IRC-R302.6 15 BOTTOM PLATE TO JOIST,RIM JOIST, BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL 0 Z Q to provide a maximum cover of 1-1 A inches from the inside face. NOT LESS THAN 1/2"INCH GYPSUM BOARD section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION W J � g APPLIED TO THE INTERIOR SIDE OF 3-16d BOX End conditions for braced wall lines for the continuous sheathingshall conform DWELLING UNIT ON THE SAME LOT 16 TOP OR BOTTOM PLATE TO STUD END NAIL ��^/� O EXTERIOR WALLS THAT ARE WITHIN THIS AREA 2-16d COMMON V J Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF LL] co Cn Based on R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602,10.8(1)&R603.10.8(2) SLOPE SPACING 3-10d BOX O J = E LO Less than 8 foot Wall Height: One#4 bar within 12 inches of the to of OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL , g P 2-16d COMMON 0- �n `-- 4 wall and One#4 bar near mid-height of wall. SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. l.J p 9 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 12 FT 20 FT 28 FT 36 FT 3-8d BOX O ti/ uJ provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 1" BRACE TO EACH STUD AND PLATE 2 Sd COMMON FACE NAIL wall and One#4 bar near the third points in the wall story, roof assembly to the foundation. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 �� [NUMBER OF 16D COMMON NAILS �1 + 000 00 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 o Includingbut no limited to: Deck Framing, Posts, Headers, Girders&Led Ledgers. Fastening Schedule for wood structural panels o 2 g. 9 copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 0 o lull 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING m'� ` o o In 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply I with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel S an Panel S an Panel S an o °1 s �' Y ° a`L PY P p P p 7: 12 16"O.C. 3 4 5 6 �.-a,. E L 8 8 ow- a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. T e Less than or less than or less than or 4-sd BOX = 0 °i c ° o w or stainless steel. 9: 12 16"O.C. 3 4 4 5 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE(WAIL if � m `o o a 2 m 2 b. Use Copper Only against Lumber Sill Plates equal to 4 feet equal to 6 feet equal to 8 feet _ o N a o „ o ` PP 9 Y 9 27. Flame Spread Index: R302.9 C ° 0 m s 02A c. All Structural connectors i.e. sim son strop Tie or USP, etc < 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON L) =o C SIR 0 - - screw o `o P 9- wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL E 2-_9 8.0 u y m o L Y shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 16 inches 10 inches 8 inches = a >-0 = aY 2 `o &attics shall have a flame spread index s 25 based anchor with (V y tz C ° o._ rr ° = 3 P on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-10d BOX o z w.s 3 = c•E 2�3 0 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 23 BLOCKING TO JOIST 2 8d COMMON EACH END -0- o a o o a C �, s installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT ` N rn a c r 41- `� N C C C N ` fn 8 w ._ Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index <-450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX TOE NAIL s L r ° 3 2 E "Micro-Lam"Design Stress: E= 1.9, Fb=2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies No 10 Wood screw 24 BLOCKING TO SILL OR TOP PLATE 3-isd COMMON a-C o 6 - . s o C 2 `o g P P P g c o.- o �t "Parallarn PSL" Design Stress: E=2.0, Fb= 2,900 psi, Fv=290 psi &attics shall have a smoke-developed index<450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H c / H r HEEL JOINT AJDUSTMENT FACTOR L �° s c E o a 9 P p 2 inch embedment on center ( ) 3-16d COMMON AT EACH BEARING,FACE NAIL E E E C- o C y "Anthony Power Beams Design Stress; E= 2.1, Flo=3000 psi, Fv= 300 psi 25 2" PLANKS PLANK&BEAM FLOOR&ROOF E - - r U o C U C on center on center 4 1 Od BOX Co. o= ¢ ", C o C 0 ° 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 (D a E f6 °'-a C " °L e L L N o U CD 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 4-10d BOX ~ � � m � ~ `° E a�� a each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 4 1.33 26 BAND OR RIM JOIST TO JOIST 3-16d COMMON PER JOIST a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, 1 / 5 1.25 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 2$ LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. c.Anchors shall penetrate through the exterior wall covering with an embedment length of 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL not less than 2 inches into the building B. Minimum net clear opening height shall be 24 inches. g frame. Fasteners shall be located not less than C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual ole circuit breaker 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 2-1 od BOX 3" OR P g P p p RAFTER UPLIFT CONNECTION FROM WIND 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON (2-1/2P') EACH END, TOENAIL D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled "for future solar electric". d.Where screws are attached to masonry or masonry/stucco,they shall be attached from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS, SUBFLOOR, WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING be protected from wind borne debris. It shall be the responsibility of the General contractor or his subcontractors to submit Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 SPACING OF FASTENERS EXCEPTION: Grade floor or BELOW grade floor openings Shall have in detail the design, calculations, drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP a net clear opening of not less than 5 square feet. air conditioning, ventilation. heating systems (new,existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 z 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENERINTERMEDIATE ROOF SHEATHING stamped by a professional engineer if required by the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: PANEL EDGES SUPPORTS GABLE END WALL FRAMING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON SUBFLOOR,WALL continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 3/8" - 1/2" ( ) " g (2). In areas where the ultimate wind design speed is 140 MPH orgreater. 3O 8d COMMON(ROOF) 6 SEE NOTE A 6 Handrail Height measured above stair tread nosing,shall not be less than 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32 - 1" " 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight _�,, 16"O.C. 24 340 318 422 396 •F- 6 DIAMETER Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span to a point directly above the lowest riser of the flight. Handrails adjacent to of 8 feet shall be permitted for opening protection.Panels shall be prscut&predrilled to a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in thetable below. 16"O.C. 28 348 358 476 446 32 1-118" - 1-1/4" 10d COMMON NAILS 6" 12" and the handrail. see code for exceptions. Refer to Code for grip size specifications. Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496 CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC 12. GUARDS: R312 Porches, 16"O.C. 36 469 438 orches, balconies or raised floor surfaces located more than 30" { _/ "I", "II", "III", "IV", OR"V" 538 547 33 FIBERBOARD SHEATHING 1-1/2"GALV ROOFING NAIL 3° 6" N � above the floor or rade below shall have a railing not Fess than 36 inches N F- in height. Railings shall have Top rails and Balusters and Bottom rails that are REFLECTIVE RED 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 7" 6i O NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed FIBERBOARD SHEATHING z g � PANTONE#187 16"O.C. 48 599 559 745 697 � by the riser, tread and bottom rail of the guard rail at the open side of a stairway ( LU W are permitted to be of such a size that a 6 inch sphere Cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" m p Q Open sides of stairs with a total rise of more than 30 inches above the floor or (W LLI grade below shall have guards not less than 34 inches in height measured REFLECTIVE TABLE 507.9.1.3(1) 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL " W J vertically from the nosing of the treads. 36 7 7 U > U WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION w Lu 13. WINDOW FALL PROTECTION: Were the top of the silll of an operable window opening is located LESS than 24 inches above the finished floor and GREATER JOIST SPAN EXTERIOR WALL WOOD STRUCTURAL PANELS P 9 � " 1/2" structural plywood CONNECTION TO RESIST WIND PRESSURES TABLE R,602.3 (3) than 72 inches above the finished grade or other surface below on the exterior �`"' -�--�'"" To 12'<6' " rA of the building, the window must be provided with a window opening control device 6'1"To 8' 8'1"TO 10' 10'1 DESIGNATION FOR STRUCTURAL Panel Attached t0 DETAIL that compiles with R312.2.2 Window OpeningControl Devices. Frame in accordance WOOD WALL NAIL SPACING COMPONENTS THAT ARE OF 1I2 DESIGN CRITERIA 1/2 DIA. LAG SCREW 30" 23" 18" 15" MINIMUM NAIL MIN WOOD STUD TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 & 1/2" MAX. SHEATHING STRUCTURAL PANEL 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in STROKE NAIL SIZE PENETRATION STRUCTURAL � 9 Of the residential code THICKNESS �./ accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING Wind speed: 140 1/2"DIA.THRU BOLT PANEL SPAN RATING ACING EDGES FIELD installed per R302.12 thru R302.12.1 GIRDERS AND BEAMS of New York State 36" 36" 34" 29" No of stories: 2 & 1/2" MAX. SHEATHING 8d COMMON NAIL "R" ROOF FRAMING 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" H Fireblocking materials R302.11.1 shall be as follows: Mean Roof Ht: 30 ft (2.5"X 0131") 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan 2. 1/2"gypsum board 1/2"DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length per plan & 1/2"MAX. SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan W = N rows of studs or sta Bred studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS r gg -- bldg aspect ratio: 3:1 1/2"DIA. THRU BOLT APPLICATION ORIENTATION TO MEMBERS SIIZE OF NAILS 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2" MAX. SHEATHING 24" 21' 19" THICKNESS TO WOOD FRAMING UL 263, for the specific applications Nailing Sched: Table R602.3(1) FRAMING SPACING NAILS SCREWS ,-� Applicant shall provide engineered wood placard CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS W on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED 1/2" WALL EITHER DIRECTION 16"O.C. 8" 1 g" Z -+ TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) 11 1 Q OF FOUNDATION MATERIALS Residential structures with Truss type construction, CEILING EITHER DIRECTION 16"O.C. 7 12 ^/ L Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 5/$ 6d COOLER NAILS I� g WALL EITHER DIRECTION 16"O.C. 7" 12" M CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and /or any addition, alteration , o Refer to General Notes for Panel TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 EQUIVALANT DRYWALL SCREWS. O° „ GARAGE CEILING 16"O.C. 6 6 = Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection HABITABLE ROOMS IRC SECTION R702.3.5.1 O 'Z� ^' Sand, silty sand,clayey sand,silty gravel and clayey gravel _ �/ O M C3 (SW, SP, SM, SC, GM and GC) 2,000 psf A. ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATH(, 'G - f�'� Clay, sandy clay,silty clay, clayey silt, silt and sandy siltCLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) END WALL FRAMING SHALL BE SPACED 6"O.C.. (CL, ML, MH and CH) 1,500 psf 5 J H� A U A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING E IAT' a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4" R a the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN GABLE END WALL FRAMING GROUND SPECIAL SEISMIC FROST l SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOWWIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH = r determined by a soils investigation. 20 LBS 140 NO NO NOM B SEVERE 3'-011 MODERATE 11 YES No 1500 or less 52.1 �9 0190 t Q� TO HEAVY i OF t4 ;.. 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. O.[NYj 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. 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. 8 MINI TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED L 'I Outside Elevation Extent of header(two braced wall segments) CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING Extent of header(one braced wall segment) Top plate continuity is OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING required per R602.3.2 ' ' — ' r,'._ — -; = — =',' METHOD WSP: EXTERIOR SHEATHING OR END JOIST MEMBER DIRECTLYABOVE @ 16"OC ALONG OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL PER TABLE R602.3(3) FASTENERS 6' r o Side Elevation I•ION EDGE, 12"FIELD. INTERIOR SHEATHING c @ •I I•I I' PER TABLE R602.3(1). FASTENERS VARIES 2 16d NAILS EACH SIDE a°.�_ M ° Fasten kung stud to header with .I ISI I•I METHOD CS-WSP: ° ° Min.3"x 11-1/4"net header Header /6-16d silnker nails •I I'I AS PER TABLE R602.3(3) ° shall occur at top of wall • EXTERIOR SHEATHING ATTACHED 8d @ 6"0.C.ALONG @ TOE NAIL 3-8d NAILS ° ° p ° ° ° ° fasten tolp plate to header with •I I I WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER o rows of 16d sinker nails @ 3"O.C. .I 0.131 X 2.5"LONG BRACED WALL PANEL BRACED WALL PANEL 8d 6"O.C.ALONG Fasten sheathing to header with 8d common Halls In 3 in,grid ° ( ) BRACED WALL PANEL pattern as shown and 3 In.o.c.In all framing(studs and sills) .I AT 6"C.C.ON EDGE AND 12" O.C. Braced wall line \ IN FIELD BRACED WALL PANEL Header to jack-stud strap per table continuous) sheated IBRACED WALL PANEL p p y Mlnimuml 40001b header to jack-stud BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL .c ° N � R602.10.6.4 on BOTH sides of with 1/2"wood I' BRACED WALL PANEL INTERIOR FINISH: rn X I; strap it Iboth side a thing °, ° ,o opening opposite side of sheathing structural panels g • Z I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG TZ ° r opposite side of sheathing ISI 3-16d @ 16"OC ALONGI, (D I I I• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3 16d @ 16"OC ALONG BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH m ° Min.Double 2x4 framingcovered with minimum LU I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER o ° BRACED WALL PANEL I° 1/2"thick wood structural panel sheathing anel spllice edges shall occur over TABLE R602.3(1)FOR EXTERIOR WALL m ° , o r I with 8d common nails @ 3"o.c.in all framing o and be nailed to common blocking — J' SHEATHING ° °o .0 ° (studs,blocking,and sills)typical 9 within the middle 24"of the portal- ) — _ _ _ — _ _ •� _: _ _ �� CONTINUOUS RIM OR CONTINUOUS RIM OR a 'is leg heighlt. One row of 3"o.c.nailing Q '•I I'I IIR VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST /--END JOIST is required in each pane)edge. Min. (2)2x4 typ. if needed) •I OVER AND BE FASTENED TO COMMON STUDS. 2'to 18' finished width I I,I I I IHORIZONTAL PANEL JOINTS IN BRACED k 2-16d NAILS EACH SIDE 18'(finished Min Double 2x4 or WALLS PANELS SHALL OCCUR OVER 2x6 King&Jack stud 1/2"min,,thickness wood structural ,I �: N II AND BE FASTENED TO 1-1/2"THICK Min length of panel per Table R602.10.5 W •1 INTERIOR I'I I•I I. FULL HEIGHT BLOCKING panel shleathing U COMMON BLOCKING ADDITIONAL FRAMING Min double 2 x post SPACING I• CONTINUOUS ALONG LENGTH FULL HEIGHT BLOCKING (1)5/8"Diameter anchor bolt 7 I I I I I MEMBER DIRECTLY BELOW No.of jack studs per L OF BRACED WALL PANEL 16"O.C.ALONG with 2"x 2"x 3/16"plate washer .I II II 2 x 4 or 2 x 6 STUD WALL as per R403.1.6 i' BRACED WALL PANEL @ Table R602.7(1&2) BRACED WALL PANEL •I I•I I•I ' I• 2 X BOTTOM PLATE in.reinforcing of foundation,one#4 Bar MIN (2)3500 LB strap-type Q Top and bottom of Footing,Lap Bars 15"Min. ,I II II I Holdowns Simpson STHD14 _ _ _ _ _ _ _ _ EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) W •I I•I I•I I• embedded into concrete end — — — — — — — — - - — — — •I I I I I I• BRACED WALL PANEL CONNECTION WHEN nailed into framing-4,935 LBS ea. _ _ � � � ,� : _ � �•,_ � _ � BRACED WALL PANEL CONNECTION WHEN — - — -' - — — - - - - - - — — — - - - — - - - - 0 � PARALLEL TO FLOOR/CEILING OR Simpson HDU4 w/PERPENDICULAR TO FLOOR/CEILING (10) 1/4"x 2-1/2"SDS Min.Footing size under opening is 12"x 12".Tuned FRAMING FRAMING 4,565 allowable load ea. Down Slab shall be permitted at door opening Q Q — FASTENING REQUIREMENTS FOR W Z _J UMETHOD PFH - PORTAL FRAME WITH HOLD-DOWNS - FIGURE R602.10.6.2 U� W O co BRACED WALL PANEL AS PER O J = � 1 TABLE R602.3.(3) 2 3 r) -- 4 CEILING ORry LO FLOOR JOIST 1-1/4" galy. x 20 gage n Co DIRECTION Simpson ENDWALL—► ENDWALL H2A Stud To Rafter 1 coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A N between 9-1/4"to 15-114" nails in each end at each rafter. LOOR AND CEILING JOISTS �- at each Rafter. With Typical Metal provide blocking @ „ M.N LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter �,•° o E A Strapping braced wall panels PROVIDE@STRUCTURAL RIDGES 0) °OX 2)n o a° Q) (J�011IENSIONAL ISTS SEE PLANS iv (2) 8d X 1-112" nails in plate 4" o.c. Zone Panel Field A at Openings m jj �.E E L En rn� o Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side o 2 co m U o 3 @w T BLOCKING plywood sheathing shall have Solid Blocking Schedule Dwg-1 of Ridge to have a =o a o ; 3 o aP TYPICAL @all Plywood Joints A u, o o c o 0 Simpson LSU skewable hanger �, ,�- ° AT 48"OCF o� o f a) m ro 5 2 BAYS IN .N c o •� a o c 3 SIMPSON H2AW ` o = o w U w ` 28 » � oY .lro Solid blocking between at each Rafter. With " w .�3 = E 3 „ BLOCKING @ 48 INCHES ON CENTER g 1-1/4 X 20 Gage Metal Coil rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails :2 m C-Z �°N N SECTION A-A plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° y _ �; o along len th of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs ° __ N ` 3 ° € Corner Holdowns g g ( ) Look Out Blocks ° ° � c° g Cr o w C o t Refer to plans panel. , o m c m c a an window or door Header. ° _� ° y ° p Less than s -t c L= ° Typical each side and ALL Gable End Wall -.N y END WALL BLOCKING DETAIL for locations HNT yp °° z � � Q N = C 0 o FOR FLOOR AND CEILING BRACING if required windows and doors. or Equal °'01� a E cc ° 0 ° RIM JOIST BLOCKING BETWEEN RAFTERS BRACED WALL PANELS to 12" 0 0 R a- � cc E a.6 0 CL NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill strapping See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS this page. NTS NTS RAFTER TO RIDGE STRAP R8102.3 IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED v TO THE RAFTERS WITH 4-81D NAILS THE GABLE END WALL.DIAPHRAGM BLOCKING IS NCT REQUIRED. EACH END 2X P.T. LEDGER; MUST BE ONE SIZE CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH 6., of PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR I I OMPOSITE RAILING TOP PLATES PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING DTT2Z ALL THRESHOLD CAREFULLY I I TOPAND BOTTOM RAIL POST TO HEADER CONNECTOR CUT see Schedule on DWG-1 AT 6"OCC. AND COLUMN COVER AND c W 8 1/4" X 1- 1-1/2" FLASHED&CAULKED TO tip of lag screw shall fully extend beyond i I ( PREVENT WATER INTRUSION the inside face of the band joist. COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH ATTACHED PER ; I FOR CODE SIMPSON ABU POST SDS SCREWS 12" Min BORED HOLE MAX. STUD 4"TREATED POST ALLOWABLE LOAD: 1,825 LBS DIAMETER 60% GALV. DECK HANGER MANUF.SPECIFICATION l�l FRONT PORCH DECK TO CONCRETE BRACKET (PERCENT)OF STUD SIMPSON LUS26 @ 2X6 @ o SIDE COVER 2"MINIMUM DEPTH o X 4 TREATED POSTS SIMPSON LUS28 @ 2X8 SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS 1/2" THREADED ROD 5/8"MIN. 518'MIN. AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL CLEAR TO EDGE TO EDGE SPECIFICATIONS. GRADE CONNECTOR SCREW COUPLER NUT AND o NOTCH MUST NOT I _ ` -— - 2 X JOISTS I O 1/2"DIA.GALV BOLTS WI ADHESIVE ANCHORS:HIGH-STRENGTH „ EXCEED 40% o N= LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR 1/2 ANCHOR BOLT S N H SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS O (PERCENT)OF o ALLOWABLE LOAD PER TIE:840 LBS O i USE WITH THREADED ROD „ d'j 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON Use 1-1/4" Metal Z STUD DEPT M NOT LESS THAN 4 LOCATIONS SPACED EQUALLY — AND TWO WITHIN 24"OF EACH END OF DECK (3)10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR ;° Coil Strap 20 Gage m Q Q BORED HOLES SHALL ,� --� (3)#10 X 3"WOOD SCREWS COVERED FRONT PORCH FOOTING: 12" Min 5 8d common nails Lu NOTBE c0 Preservative-treated ( ) THE SAME CROSS 3.' OR 12"DIA TO VIRGIN SOIL In EACH END at Lu J THE SAME CROSS R507.6.2 SIMPSON H2.5 AT MIN 36"BELOW GRADE SECTION OF THE CUT ( ) barrier required for I I FOOTINGS MUST q OR NOTCH IN sTuo SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BLOCKING EACH JOIST U > BEAR ON REAR DECK FOOTING 12"DIAMETER connectors in contact EACH Stud. LLl LLI ALLOWABLE LOAD PER TIE: 1,825 LBS OVER BEAM " NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POSTSIMPGN E UNDISTURBED BEAR FOOTING ON VIRGIN SOIL with treated wood 8d @ 6 oc Along o POST GIRDER SOIL 36"MIN. BELOW GRADE MIN THREAD OF EACH END OF DECK: JOIST CONNECTOR Braced Wall Panel PENTRATION FIGURE R602.10.8(1) 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING FIGURE R602.6(2) TO CENTER OF TOP PLATE,STUD CONNECTION (G' PORCHES & DECKS SIMPSON HOLDOWN NOTCHING AND OR HEADER NTSWALL TO WALL STRAP ' BORED HOLE LIMITATIONS FOR INTERIOR R507 EXTERIOR DECKS SIMPSON ABU INSTALLED IN ACCORDANCE t,GBOX FRAMING NTS ~ NON-BEARING WALLS LEDGER BOARD ATTACHMENT TO BAND JOIST WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 ALLOWABLE LOAD: 1,825 LBS 15 1 � 11 12 DECK / GIRDER & RAILING DETAIL 13 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS NTS 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 .� TOP PLATES SEE TABLE 507.2 z FASTENERS at each stud at each stud EXTERIOR OR N IN 2 ROWS Strap may be attached OVER Strap may be attached OVER BEARING WALL the a © Qo CO) o Studsywood OR directly to o 5.5"MIN FOR 2X8* c the plywood OR directly to STUD 6.5"MIN FOR 2X10 Studs. Q Z BORED HOLE MAX. 5"MAX 7.5"MIN FOR 2X12 THAN BEATER AN 50° U O r-i DIAMETER 40% O Up O Q CV (PERCENT)OF FSI �03 l (PERCENT)OF o PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE >~ ,> M �J STUD DEPTH I ,p`a ° 16d 16" oc Along METAL TIE FASTENED ACROSS AND 5/8"MIN.. 5/8"MIN, ° 3- @ g TO THE PLATE AT EACH OF THE MM ) TO EDGE TO EDGE 2"MIN — _ = �� Braced Wall Panel NOTCH WITH 8-10D NAILS EACH SIDE h� `� C C LAG SCREW OR THRU BOLT LEDGER BOARDJ T314"MIN ° ;a; � ,,,-, �y NOTCH MUST NOT _ _ • • -•d U =III=til iv FIGURE R602.10.8(1) _ EXCEED 25% 0 1=III=III (PERCENT)OF0 STUD DEPTH =111111< .` TOP PLATES t4r C M PIPE IF HOLE IS BETWEEN PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD G G'. O BORED HOLES SHALL 40%(PERCENT)AND C - f{j�CSC' (Z ��- 60%(PERCENT)OF NOT BE LOCATED IN STUD DEPTH THEN PER FIGURE R507.9.1.3 (1) STRAPPING THE SAME CROSS STUD MUST BE DOUBLE SECTION OF THE CUT NO MORE THAN TWO Applies to Garage Wall and _ . . FIGURE R602.6.1 `y < OR NOTCH IN STUD successlvE srwos DISTANCE CAN BE REDUCED TO 4.5" =III=III s+ ., ARE DOUBLED IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction I=1�I= ° • `' 11IIli • ' TOP PLATE FRAMING TO °" ��- ' AND SO BORED SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS ACCOMMADATE PIPING 'q-�T ° o yQ. . FIGURE R602.6(1) TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR F N NOTCHING AND WASHERS NOT PERMITTED) RAFTER FACE TYPICAL BORED HOLE HOLE LIMITATIONS FOR EXTERIOR STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD 16 WALLS AND BEARING WALLS 1 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor Sheet Metal Firesto up and out of the g g MANUFACTURED LIGHT ENCLOSURE ceilingline p Exterior Full Thick Insulation way for access thin profile structural glued together see plan w/ ATTIC INSULATION CONTINUOUS BEADFill entire Cavity to sheathingas draftsto and lay on plyw Od Batt Insul CEIING FRAMING Seal joint with Sheathing Zeala Insulation dams p OF SEALANT subfloor behind tub Tub attic hatch - R-val support Non-combustable sealant blockin Base plate - - - --- - prevent loose-fill Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed to�� Air Se I / insulation from exterior insulationrequiremen access opening Sealant or „ OR GASKETED TO RIM Continuous wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket access gh of Sealant or adhesive all �hrou as enclosure liner sealed SEALANT Sealant solid blocking adhesive +'' at perimeter and seams. SILL PLATE INSTALLED 1" min Rigid or rigid insulation Weatherstri In Sealant EXPANDING FOAM SEALANT Pre-Fab Fireplace OVER GASKER SILL g sealed around pp g Panel Seal stairs Adhesi Casing/ \ 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT Insulation. Air four edges '-Pull-down frame a 1x2 Stop RECESSED LIGHTING FIXTURE Sealed at perimeter g gap Sealant 1/2" plywood Board DRYWALL CEILING specs for installation manual p staircase with caulk p Yw finish w/ soffit material attic hatch or foam AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (a'� CANTILEVERED FLOORS PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING a EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL (�. PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL Twt ATTIC HATCH DETAIL TO BAND JOISTS �r + This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation R-PO Atrw Sr,ii,Covr! ENERGY NOTES Eave baffle installed 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall - W g p g y adjacent to soffit and eave - `°�- �- �' be sealed b an approved third party HERS Rater using the "°• 2020 Energy Conservation Construction Code of New York State. „ „ Y pp„ P Y ( ) g vents. Baffle shall extend over Table 8402.4.1.1-Air barrier and insulation Installation. The authority having jurisdiction shall be permitted to determine an Manual J Manual, S & D submitted at CO. z energy efficiency program to exceed the energy efficiency required by this code. the top of the attic insulation W 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R402.4.1.1 All HVAC Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater)using the (R402.2.3) 0 AIR BARRIER AND INSULATION INSTALLATION Y energy manual "J" Manual ,"S" &"D" submitted at CO. 2 X CJ W/ INSULATION I Cn Q efficiency, mechanical code, 2020 ener conservation construction code of NYS. COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS W O 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. Typ General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER 117100 Z requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs i Exterior thermtal envelope contains a 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. C) C)Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. b Component. SEALANT W z _1 continuous air barrier. 9 P (P P )P Y P , 11. (R403.3.5) Building Cavities (Mandatory) U) Z O Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall WCo scaled. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of g g P See Const. Dwgs J = E LO sections N1102.2 through N1102.2.13 9 , Cavity insulation All cavities in the therntal envelope shall be filled with insulation. The g 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) �- 6 installation density of the insulation shall be at the manufacturers'product 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. D u? Y n O recommendation and said density shall be maintained for all volume of 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. O L0 or an approved third art using manual "J", "S" & "D". Automatic controls, temperature sensors and pumps shall be accessible. : co co each cavity. Batt type insulation will show no voids or gaps and PP party g Q. (� W maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 ! through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventiation (Mandatory) RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of o exists,the batt product will be cut to fit the remaining depth of the o o C0 y Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE �, cavity.Where the batt is cut around obstructions,loose fill insulation g Y PP g exhausts shall have automatic or gravity dampers that close when the ventilation system m °D �'= o e ° shall be placed to fill any surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the g Y p Y �.= wE L� wow test results shall be si ned b the art conductin the test. is not operating. o ° ° _ ° manufacturers'specified density. Where faced batt is used,the 9 Y P Y g o� o 0 Co C installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _ ` o o o s N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy r ?- -o � .- N � o no compression to the batt at the edges of the cavity due to inset INSULATION R VALUE IN f -.-i ° _ °-- 1 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 °- o ° . i - i I N O.O � u- to U••- U y stapling installation tabs. ACCORDANCE WITH .0 a Y °- ° Y ° combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or r ° E r_ o M� = a 0 C ° � crno3 cN � oc3 Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT " r ( a ° o-C a r shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam C "`---.. r g° ° a° = - TYP. ROOF CONST. th density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be ""'- I s t= N a°.3 0'E ca provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) j i 2 ° o o o o 8 cL P P 9 9 Y P Y P Roof underla ment �-- Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with flue Heating and cooling equipment shall be sized in accordance with Y 2 X CJ W/ INSULATION 1 : ; ' ° °'E =' ° E 2 the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 9i I L ° ceilin /soffit shall be aligned witliu the air barrier. sealed to drip edg �: ° E ° g g shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA AS PER DRAWINGS :� '` 10 .2 ¢N € ° insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. t L E.a 0)•o M U °L N sealed. New or re lacement heatin and cooling a ui ment shall have an efficienc :' `;:•':' `:': `` OR HERS RATER ` ``' , 1' s 4 f r o N m 0- m E a o a 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum P 9 9 q P Y Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 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 Typ Fascia/ t wall doors to unconditioned attics aces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided b an approved third geographic location where the equipment is installed. Soffit see -��� p q „ , „g„ „ P Y Pp Const. Dwgs SEALANT shall be sealed. party using the Manual "J", Manual S & D submitted at CO. /d 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented 11 f ufoundation r f th Was The junction o die and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent o e permanently installed lighting fixtures shall plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. TABLE M1505.4.3(2) Floors(including The air barrier shall be installed art any Floor framing cavity insulation shall be installed to maintain LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa, b above garage and exposed edge of insulation. pennanent contact with the underside of subfloor decking or floor RUN-TIME PERCENTAGE IN EACH 4-HOUR cantilevered floors) framing cavity insulation shall be permitted to be in contact with the AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% topside of sheathing or continuous insulation installed on the SEGMENT underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS Factor,' 4 3 2 1.5 1.3 1.0 OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM C) D shall be covered with a Class I,black permanently attached to the crawlspace walls. a. For systern run time vaCues between those given,the factors are permitted to be N H vapor retarder with overlapping joints INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. O taped. z co Shafts,penetrations Duct shafts,utility penetrations,and flue b. Extrapolation beyond the table is prohibited. W WINDOW Q M shafts opening to exterior or 1 W � unconditioned space shall be sealed. 24° W APPROVED WINDOW" 4SPHERE CANNOT W (36"IN IBC UNITS) J W PASS THROUGH FALL PREVENTION W Q DEVICE CONFORM TO 0 TABLE M1505.4.3(l) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to1 FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE the correct density without any voids or gaps orFINISHED FLOOR compression,or narrow cavities shall be fulled by CONTINUOUS ' AIRFLOWRATE R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readily conforms to theFINISHED GRADE R E Q U I R E M E IVTS TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity"space. BE A MINIMUM OF 24"ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and NUMBER OF BEDROOMS GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE r�1 COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOTALLOW 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 andWHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. wiring plumbing in exterior walls.There shall be no voids or (Sq U�f+2 feet) WHERE OPENING CONTROL DEVICE SHALL COMPLY WITH Airflow avu in CFM 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO cct h 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 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be < 1 ,500 30 45 60 75 90 exterior wall showers and tubs shall separate them from the showers and insulated. tubs. N1101.14 (R401.3) Certificate (Mandatory) E"•i I� � � o 1,501 -- 3,000 45 60 75 90 105 `� Electrical/phone The air barrier shall be installed behind electrical or ` cn box on exterior wall communication 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 in the space where the furnace is located, a utility room or an approved location inside the building. HVAC register HVAC register boots thatpenetratebuildingthermal 3,001 - 4,500 60 75 90 105 120 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit I� boots envelope shall be sealed to the subfloor or drywall. p Y directory label, service disconnect label or other required labels. The certificate shall indicate the „� o M Concealed When required to be sealed,concealed fire sprinklers shall #_ V) 501 -- 6 000 75 90 105 120 135 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components -' A ` sprinklers only be sealed in a nia ner that is recommended by the O manufacturer. Caulking or other adhesive sealants sluall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; : 4� 0; be used to fin voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results r, walls or ceilings. 6,001 - 7,500 90 105 120 135 150 from any required duct system and building envelope air leakage testing performed on the building. K � IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value P g P 7 500 105 120 135 150 155 covering the largest area. The certificate shall indicate the types and efficiencies of heating, a In addition inspection of to walls shall be in accordance with the provisions of ICC-400. > cooling and service water heating equipment. Where agas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall s For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0,0004719 1113/s. ,� ,, ,, „ heater," q P indicate gas-fired unvented room heater, electric furnace or baseboard electric ®SOF cdlr��. as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. CONTINUOUS RIDGE VENT INSULATION SCHEDULE ENGINEERED FLOOR JOISTWITH1-1/8" 2"WIIMUM FLANGE shall comply with 2020 NYS ECCC R302.13 FIRE PROTECTION OF FLOORS. 1/2"THICK GYPSUM R802.3.2 COLLAR TIES p y OF 1-1/8"X 2"WIDE, RIDGE BOARD '" &Res-check FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BOARD LAYED ON SHALL BE NAILED with 4-10d BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A TOP FLANGE WITHOUTT ADDITIONAL FIBERGLASS BATT INSULATION " BOX NAILS IN ACCORDANCE + / x � THERMAL ENVELOPE SPECIFCATIONS /�-INCH GYPSUM WALLBOARD MEMBRANE, ANY FASTENERS. IF REQUIRED TO COMPLY WITH ENERGY WITH FASTENING SCHEDULE FLAT CEILING INSULATION: R-30 batt in ceiling jousts %-INCH WOOD STRUCTURAL PANEL MEMBRANE, CODE, REFER TO RES-CHECK OR HERS VAULTED CEILING INSULATION: R-21 batt in 2x8 rafters OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. NOTE: ---- nl 1 REPORT FOR INSULATION REQUIREMENTS.. RAFTER/CEILING JOIST HEEL ABOVE GRADE EXTERIOR WALL: R-21 batt in 2x6 wood studs INSULATION OMITTED / / \ JOINT CONNECTION wALLS COMMON WITH GARAGE:R-21 batt in 2x6 wood)studs PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, FOR CLARITY.REFER TO 2"BATT MINERAL WOOL INSULATION / E 7 - - - D SHALL BE NAILED 2ND FLOOR RIM JOIST:R-21 LIGHTING, DEVICES,LUMINAIRES,WIRES,SPEAKERS, DRAINAGE, ENERGY COMPLIANCE LAYED ON TOP FLANGE WITH 12 2x4 CT @ 48" OC \ \ 12 TOGETHER IN ACCORDANCE IST FLOOR BAND JOIST: R-30 PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. DOCUMENTS INSULATION STAY WIRES 24"APART WITH TABLE R802.5.2 ATTIC WALLS:R-13 batt in 2x4 wood studs MANUFACTURER:"ROXUL" 8 / / / \ 8 (SEE DWG-1 FOR TABLE) WINDOWS/SKYLIGHTS:U:s 0.30,SHGC:<_0.30 EXCEPTIONS: WITH SIMPSON H2AATEACH FOUNDATION WALLS:Interior R-11 draped batt FIRE PROTECTIVE OPTIONS RAFTER TO STUD. ATTIC STAIR COVER/ACCESS HATCH: 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN ' Cover:z R-30 foam board or equivalent AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, FOR I-JOISTS FLOOR SYTEMS R806.3 NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM, COMPLIANCE WITH:R302.13;FIRE PROTECTION MIN. I"AIR GAP OTHER SPECIFICATIONS OF FLOORS: EXCEPTION:#3. PLUMBING NOTE: BETWN INSULATION INFILTRATION(BLOWER DOOR):<_3 air changes per hour 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED ATTIC R-30C BATT AND SHEATHING DUCT LEAKAGE:s 4%leakage for ducts outside of thermal envelope FOR STORAGE OR FUEL-FIRED APPLIANCES. ALL PLUMBING SYSTEMS SHALL BE INSULATION LIGHTING: 100%high efficiency lighting(CFUs or LED's) INSTALLED IN ACCORDANCE WIITH APPLIANCES:All appliances must be Energy Star certified) 3. PORTIONS OF FLOOR ASSEMBLIES PART VII-PLUMBING • 'If art or the entire attic will be over with plywood, SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: p p y 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED ELECTRICAL NOTE: Top of Plate— - the ceiling joists must be deep enough in order to fit the 80 SQUARE FEET PER STORY batt insulation so that it is not compressed.If not then 3.2. FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG ALL ELECTRICAL EQUIPMENT Clg Jsts will have to be built up or upgraded to the next size. THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED AND WIRING SHALL BE INSTALLED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. IN ACCORDANCE WITH PART VIIII-ELECTIRCAL W R802.5.2.1 LAPPED JOIST R403.6 Mechanical ventilation shall be provided that OF THE NYS CODE. A MINIMUM OF 75%PF U LAPPED NOT LESS THAN 3". meets the requirements of section M1507 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE PERMANENTLY INSTALLED FIXTURES SHALL BE NAILED 16d LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, MUST HAVE HIGH-EFFICACY LAIMPS. Z COMMON NAILS IN ACCORDANCE R403.7 Heating and cooling equipment shall be OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. W WITH TABLE R802.5.2 ON DWG-1 sized in accordance with ACCA manual J by a <? certified third party rater. BARS.GRILLES,COVERS R310.4 MECHANICAL NOTE: BARS,GRILLES,GRATES OR SIMILAR THE MECHANICAL SYSTEMS SHALL 0 BEDROOM #2 WALK-IN BATHROOM DEVICES ARE PERMITTED TO BE PLACED BE INSTALLED IN ACCORDANCE WITH �/^� CLOSET OVER EMERGENCY ESCAPE AND RESCUE PART V&VI OF THE RC OF NYS. v J OPENINGS PROVIDED AS FOLLOWS:NET ALL MECHANICAL SIZING PER ACCA W O CLEAR OPENING SIZE COMPLYING 1.1_ L.1_ 2 L T WITH R310.1.1 TO R310.2.3 AND SHALL CALCULATED PER ACCA MADNLI&L"J" INSULATION R-21 BATT 12'-0" BE RELEASABLE OR REMOVABLE DUCT COMPLIANCE WITH MANUAL"D" Top ^ To of Subfloor INSULATION FROM THE INSIDE WITHOUT THE USE M z IJ - — - — - - - - - -- 16"DECK FOOTING OF A KEY,TOOL,SPECIAL KNOWLEDGE R303.4 MECHANICAL VENTILATION. W J O _Top of Plate— _ l SEE DETAIL ON DWG-2 OR FORCE GREATER THAN THAT REQUIRED DWELLING UNIT SHALL BE PROVIDED '^ z U 2 - 2x10 RT, GIRDER FOOTING SIZE PER TABLE FOR THE NORMAL OPERATION OF THE WITH WHOLE HOUSE MECHANICAL UJ W Qco C R507.3.1 FOR DECKS ESCAPE AND RESCUE OPENING. VENTILATION IN ACCORDANCE'WITH O _ + _- - -0 , SECTIONM1507.3 U —R-21 BATT - - - 65'-0" O `-� 0 CD INSULATION LO ® ® 25'-0" O 3 � FAMILY CC7 CO m o0 °' KITCHEN BATHROOM ROOM 2 2 x 6 P.T.GIRDER 16"oc C:) Y �, p 1 i U `- 12"Dia DECK FOOTING g Lu @� SEE DETAIL ON DWG-2 a s E v _(, Top of Subfloor DECK LATERAL HOLDOWNS N � I DECK LATERAL HOLDOWNS t- --- --3 o o+ v a ° u - - - — - — - - - — -- - - - - SIMPSON DTTZZ O SIMPSON DTT2Z ` Top of Foundation_ _ _ _ _ - WITHIN 24"OF EACH END 2X10 DECK LEDGER WITHIN 24"OF EACH END cc - - o m ' o ami `� a DETAILS ON DWG-2 SEE DET. ON DWG 2 DETAILS ON DWG-2 2X8 DECK LEDGER o d _ R °y' " a SEE DET. ON DWG 2 2'-0"x 1'-4" 2 ° o� 0 v ° v 1D CU,5 °dCC) 00 ':E N o 3 L'� a� 3 0 3 R-30 i3AT INSULATION baVL Girder De ---------------------------------------------T--------- ---------- ---------- ---------------------------- a o a o a� 38'-8" Step Footing _ _ ( " a� _ m N'- 1V to 2H max. ro UNFINISHED 302.13 FIRE PROTECTION OF FLOORS: ° PROVIDE 112"GYPSUM BOARD ON ENTIRE UO W ) a 0 N ) 3 Or provide full height _ w °o 't V E 0 0 E c a c E 2 - o c CEILING ABOVE BASEMENT ATTACHED f= O L U.N" 2= E ` U c BASEMENT = �zw I ------------------------------fo�lndatlon_walls---------------------------- -.N �� > TO THE UNDERSIDE OF THE JOISTS. - CO O w 2 - _ z,c Q w c c m 0 CO r O U� Cfl W 00 mciiETa Z -------- --------------- o L c E o w --------------- H N m F- m E a._ o a I I LL p O B Z W I I I I TYP.BASEMENT SLAB p4, Z 0 Z= UNFIN. BASEMENT 10 B 0 Q v~i Top of Footing - — - — - - a a a a a °: a°° ONCRETE j LL O O _ O 4" CAST-IN-PLACE C o¢-, L w D U)WW \ \ SLAB INSTALLED IN ¢z= U) W 0 O p a m o O o ACCORDANCE WITH 0 O w H- -1 (n �; ;F O }w ' ' SECTION R506 O P:m�LL ' T_ wl �F LL a0>w n U O V�WO Cfl , SECTION - A w �rmZ �, Q _ �' u = Oj co 00CDw I aOWa --------- I 11 1 H w M i�to o �o>O J~ (n 24'Px 24LXN 2 FOOTING/COL _%m o - SCALE: 1 /4 = 1 -0 N �aLU0 �wQ� i L CAST-IN-PLACE CONCRETE N 2 O w ----------- WINDOW --------WINDOW WELL R310.2.3 OO FOOTING&4"DIA STEEL - N>J= HORIZONTAL AREA SHALL BE I-- O O COLUMN -� co O-0 MIN HORIZONTAL 9'-0TA FT.WITH A � "- ~ co d U UNEXCAVATED N N TYPICAL GARAGE SLAB HORIZONTAL DIMENSION ' OF MIN 3'-0"TO ALLOW FOR � i =N � ' c ' 3 5/z 4" CAST-IN-PLACE SLAB TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION _ 3.1/2" x ii-7B" LVL M ;-- -_' ----- ------ W/6X6 W4.0 X W4.0 WWM N EMERGENCY ESCAPE AND -- --' ----'-- cr, 3- 1/2 x 11-7/8 L�ILPITCH SLAB-1/4"FT TO = = Class A Asphalt Roof Shingles w/ 3/4 Plywood Span Rated Subfloor, o RESCUE. COVER PLACED ___ ___ _ ___I__ I 1 1CID CD _ r_ - ---I-- --,------ --- --0---' --------------' --0---'---------------+ GARAGE DOORS and 2020 NYS RESI CODE. accordance with the fastener schedule. OVER OPENING PER R310.4 `-- ---------- - „ , -------- fasteners per manufacturer's s s ecification ' BRACE WALL ABOVE N N p p Glued and Nailed m __ r_, I <__ __, °-- I `I` CONNECTION DETAIL N �4_-_______{__ Ice & Water barrier as per section R905.1.2 Floor joists and Bridging as per Code. 8'-0,� "--- --- 6'-9'/z" 6'-8" 6'-8" 8" DE,PICAN DWG-2 Note: Double undlerla ment is required 241-411 ( Y q _ for Roof slopes be:tween 2 on 12 and 4 on 12) TYPICAL FOUNDATION CONSTRUCTION ' 3'/z' = Framing As per plans with 1/2" exterior grade in accordance with chapter 4 0 00 0 LU span rated structural plywood Sheathing, 3000 psi Air Entrained cast-in-place concrete __ ___ ° CD Nail to framing in accordance Fastener wall on cast-in-place Concrete Wall Footing per 2x4 FRAME AROUND ___ ___ X j O Schedules & Strapping per detail sheet(s). R403. refer to Foundation Plan for footing size & STAIRCASE FROM FLOOR Of Of Z W z Flashing per R905.2.8 thickness. TO CEILING. TREATED SHO -- _ OO Z C) W Q m g p t C ess. PLATE AND GYP.WALL BID _ ___ d -4 O¢Cn I I m INSIDE FACE OF WALL MIN. ` T -- - O LLol-o W 'n r R4 - x v I I � - � I DROP P Damproofi g per 06. 2 2 6 approved I -� Q I To OF CONCRETE I � _ w ATTACH RAILINGS. HANDRAILS O O a~W AS REQUIRED FOR w [n J TYPICAL SOFFIT CONSTRUCTION. treated Sill Plates, Sill Seal And Termite shield per 34"-38"ABOVE NOSING. - --- p '3 z O z W „ � O L_ 0 m w F- GARAGE DOOR,SEE PLAN U > Q 8 overhangs-typical Section R318. Anchor boltser Foundation Plan U) --- --- O P w and R403.1.6 U_ FOR GARAGE DOOR SIZE w w U UNDER STAIR PR07ECTION: LL O 0 6" Wood fascia & 6" Wood rake boards. p R302.7 1.2"GYP BD 3HALL -------- N Li W D Q W Q Trim in aluminum or use "azek" ore equal BE APPLIED TO UNDER 0 ' a CO- q DIRECT VENT O UP In �}W� ------ --------- ----------------------- I STAIR SURFACES. O a C9 Metal drip edge per R905.2.8.5 INTERIOR WALL FINISH HVAC UNUT W�„>O o Fully Vented Vinyl Soffits Provide 1/2" Gypsum Wall Board on ceilings and walls DIRECT VENT FURNACE N S o W a ------ -------------------------------------- -------------- except basement walls & clgs - unless noted. Min 1/2" o INSTALL IN COMPLIANCE N >z W _ Ste Footing W/RESIDENTIAL, ENERGY CO o 0 Fz- i p g TYPICAL EXTERIOR WALL Moisture Resistant Wall Board on Ceiling and all walls &MECHANICAL CODE �EL L)o I 1 V to 2H max. 2x6 Doug-Fir Woad Studs @ 16" oc. in Bathrooms (humid areas) and 5/8" cement board on ---------------------------------__________ _________ -- ---------_-------------------------------------- Or provide full height Double top Plate and Single Sole Plate. walls and ceilings in wet areas. Provide 5/8' Fire Rated oo 0 foundation walls 1/2" exterior Grade - Span Rated gypsum wall Board on walls and ceiling located as per ------------------------------------------------'- ------------------ ---'---------- -------------------- --------- Continuous Structural OSB Sheathing. code, manufacturers re uirements and drawings. MAINTAIN REQUIRED SEPARATION DECK LATERAL HOLDO NS 2X8 DECK LEDGER g' q g SIMPSON DTT2Z I SEE DET. ON DWG 2 I Fastened per Fastener schedule. DISTANCE FROM ALL HEAT WITHIN 24"OF EACH END PRODUCING EQUIPMENT TO DETAILS ON DWG-2 8+-011 p tyvec House Wrap Or equal. COMBUSTIBLE MATERIAL AS PER ,� I Siding clients selection R905.1.2 ICE BARRIERS; MANUFACTURER'S SPECIFICATIONS Vln p, Y g as per SELF-ADHERED POLYMER MODIFIED AND LATEST MECHANICAL CODE. TYP. DECK FOOTING -�� � 1 r. installed per manuf specs and code. BITUMEN SHEET USED IN PLACE OF SEE DETAIL ON DWG-2 -0 - J_I,I �../ Cont. load path strapping installed in accordance NORMAL UNDERLAYMENT AND 2X6 DECK JOIST @ 16"oc r - - - - - - - - - =�' 4'-41/21' 16'-3" 4'-4'/Z" w with drawings. Provide Fire Blockingin accordance EXTEND FROM THE LOWEST EDGES OF 2-2X8 TREATED GIRDER \ [—� ¢ Z O with R302.1g1 & R302.11.1 and ALL ROOF SURFACES TO A POINT NOT H ? M Draftstopping per R302.12 & R302.12.1 LESS THAN 24 INCHES INSIDE THE 401-0" 251-011 M O EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8/12, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 MEASURED ALONG TYPICAL FOUNDATION 4 I� o `z M THE ROOF SLOPE FROM THE EAVE EDGE OF THE IN ACCORDANCE WITH CHAPTER 4 ' J T Ix BUILDING TABLE R404.1.2(8): 8" CAST-IN-PLACE WALL WITH TYPICALANCHOR SOLT -R403.1.6 � ��"'�t".',r`• OU LADDER&STEPS R310.2.3.1 C_ r HORIZONTAL REBAR PER TABLE MAXIMUM SPACING: 1/2"@ 72"O.C,EMBEDMENT OF 7"WITH .� `'o J /*Q , v r, WINDOW WELLS WITH AVERTICAL NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST DEPTH GREATER THAN 44 INCHES R404.1.2(1) - SEE DWG-1 NOTE #6. 8'-0" FOUNDATION WALL HEIGHT ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. r�O SHALL BE EQUIPPED WITH PERMANENTLY ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, 1. Walls 24 inches total length or shorter connecting offset braced wall AFFIXED LADDER OR STEPS USABLE panels shall be anchored to the foundation with not fewer than one anchor bolt -r WITH THE WINDOW IN THE FULL OPEN 2 - 2 x 6 ACQ SILL PLATES COPPER TERMITE FOUNDATION PLAN- , located in the center third of the plate section and shall be attached to adjacent �- .,,�.; "- 61', POSITION. RUNGS SHALL HAVE AN braced wall panels at corners as shown in Item 9 of Table R602.3(1). INSIDE WIDTH OF AT LEAST 12 INCHES SHIELD, EXTERIOR DAMP-PROOFING, ALL 1 11 ,� SHALL PROJECT AT LEAST 3INCHES FOUNDATION FOOTINGS TO EXTEND TO SCALE: 1 /4" - 1 -O 2. Connection ofwalls12inchestotallength orshorter connectin '�"`�T 019010 FROM THE WALL AND SHALL BE SPACED VIRGIN SOIL & BE FULL HEIGHT OR STEP offset braced wall panels to the foundation without anchor bolts shall be permitted. ° ,.FQ�Nay NOT MORE THAN 18 INCHES ON CENTER The wall shall be attached to adjacent braced wall panels at corners as shown in VERTICALLY FOR THE FULL HEIGHT OF FOOTINGS 1 V TO 2H Item 9 of Table R602.3(1). THE WINDOW WELL. SOLAR ENERGY SYSTEMS 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 THE TOTAL SOLAR-READY ZONE AREA SHALL BE NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ACCESS OR SET BACK AREAS AS REQUIRED BY THE INTERNATIONAL FIRE CODE. ROOF AREA ORIENTATION SHALL BE BETWEEN 110-270 DEGREES OF TRUE NORTH. CONSTRUCTION DOCUMENTATION CERTIFICATE REQUIRED PER T103.10 W 65'-0" V z 8'-0" W 0 0 _ 2-2x10 _ U) Q ROOF PLAN �--6X6 POSW 0 T �/ L.i_ SCALE: 1/8" = 1'-0" 2x 8 RAFTERS 0.16"oc I I 0 z — 2X8 CEILING JOISTS 16"oc 4 AR IES 48"oc W z U RID Pr)C) Io V, O � X -------2222-- W M Cl) N Oma = ELO O M /'� L.1... i I ------------------ PeRei >r ~ o c0 I7 , n --- ,�' � LO � � n u) 0° II I I 72X89 SHIDIN G-8- 2 2X80 SLIDING II III I I I II I I I II III I I 36x62-2 J II I I I N O w co N 3-1/2"x 9-1/2"LVL 3-1/2"x 9-1/2"LVL 3-1/2"x 9-1/2"LVL 0° o-` O = S = E LNaivoL� fit' 0 N D1`t U CO C N7 V C _ -N 0 N G O N d O = p N TOILET ABOVE N 1 j E 0 "n °c' �- aai - U (fl N C O' y O r-1 — O I .O O L U O y V p O bo U KITCHEN T.O.WALL (-14") m L N o 3 .c=E rL 3 8 3 o- LJ` N tD 'w U OL y O N ' 0 0 �7 Q C M-.0 N.L Ol N M CV LL Na c 3 J 00 _ , I' U n� O is U t O C N O CND J LL O , n r------ N IN N O �•�C w C N U) cc) C Q ,TJI 230-9.5"-Floor Joists CED 16"oc 00 in M I c" `_ m °' �+) 1� rn ° _ Z'c Q N c� c m o ` rn c� r o r i Z m c o E m �� m c' °� -a TI " Lc � O a� N 3-0 F- UMca0- F- mEn.Eon. R302.5.1 OPENING ° 3 Q PROTECTION. � at PLUMBING WALL7 U) CORE INSULATED SOLID O I 20 MNUTEEF.R OOR, NILL2-FLOOR JOISTS _--2'_6"_-_ 3'-5'/z° WEATHER STRIPPED& ` of z (ABOVE - — - - - - - - z 41-31/211 ®� 16'-1° SELF CLOSING DEVICE. o O`" `r _ _ - - (2)1-3/4"x 9-1/2"L L FLUSH cv O O m J J .� 2-FLOOR JOISTS r _ - — - - co ' 14'-7" 3'-4'/2" -- 4'-1„ o co ° O� N - o1/n 31/2" o FAN � o" TOILETABOVE R-21 BATT GREAT ROOM 2222- -- INSULATION -2222-- 2-0 3-1-3/4"x 9-1/4"LVL FLUSH p 2'28'/2' '-0' 3'-8'/2" ----------------------,--�-„- - - - - - 2222-- 24-6/2 BEARING WALL ABOVE 5'/s' SYz” - <-' GARAGE 0 _ DWELLING GARAGE SEPARATION IN UL LISTED GAS ---- Iq PRE-FAB FIREPLACE ; ACCORDANCE WITH TABLE R302.6 0 0 GLASS DOORS& -_---� ° - SEE DWG-1 FOR TABLE INSULATE HEARTH EXTENSION n ------- \ ; WALLS COMMON WITH LIVING AS PER RESIDENTAIL � LO AREA. PROVIDE:HEAT in CODE-CHAPTER 10 UP 15R O r i DETECTOR PER R314.2.1 i O VENT TO EXTERIOR - FA o MILY _ > � 'o N U - ROOM o w 0 N �- 51/211 co o cn p r_ 3 cLL V T.O.WALL (-14") i i -N X o0 _N (3)1-3/4"x 14"LVL U J CP ,TJI 230-9.5"-Floor Joists @ 16"oc M v N - 2222 192X96 - 8 PANEL Ow0 Q 3 N ti N TOILET ABOVE S` w ~ - w L J 23'-7'/z" 15'-0" I C11 e Q W W < 2-2x8 2-2x8 5'/z" 2-2x8 LJ 2-2x10 2-2x8 0 0Y U) 36,,,62 36x62 Wnon 36x62 36x62 EGRESS �j Frame Entry with h--i p � 2x6 raftrers 16"oc 9 and 2x4 Cieling Joists 16"oc r�le'd'1 8x8 POST YPICAL RAILING 2x4 TOP RAIL ►� --------- ---2222-- 2x2 BALUSTERS @ 4"oc 2x4 BOTTOM RAIL L� N ---2222-- 44 POSTS @ 5'0"oc. C"� � 4'-0" - --- 41-01' O 5'-6" 7'-0" 7'-6" 7'-6" 7'-0" 5'-6" 4'-6" 16-0" 4'-6" Z 40'-0" 25'-01172 OSmoke Detector 4 Carbon Monoxide Detector 9' - PLATE HEIGHT x o co Refer to DWG-1 General Notes Q; rn In accordance with Section 915 of the 1 ST FLOOR PLAN � � 2020 IFC, R314, R315 of the Residential 'c�� ' d I, code of NYS SCALE — C'� <, : 1/4 - 1 -O 1 ;0. [NY]915.3.3 Residential Buildings and Commercial Buildings With an Attached Motor Vehicle Related Occupancy AREA SCHEDULE tr, ,', -rom:': Carbon monoxide detection shall be installed in a central or otherwise approved location in each occupiable space in a commercial building and within 10 feet of NAME AREA the entrance to sleeping areas and sleeping units in residential buildings -lip, and commercial buildings that: FIRST FLOOR AREA 1280.0 sq ft. � p "1 OP 1. Have a communicating opening with an attached motor vehicle related occupancy, GARAGE AREA 598.4 sq ft. - 2. Share one or more common walls with an attached motor vehicle related occupancy,or 3. Are located one story above or below a motor vehicle related occupancy. , W U Z W pp 40'-0" 8'4" 91_0" g'_0" < W >O ry of z � zo U TEMP U] SAFTEY GLASSO J Z 36x62-2 EGRESS 36x62-2 EGRESS 17 r n It 4 V � O 2-2x10 2-2x10 O ltn � 6'-0" 11'-0" 2'-0" L k1, 10'-0" r. O �=3 It co 3/z 3/z 3/z 3 Z Bedroom #3 vJ „ VENTS: o N 8'-0"CLG HT ROOF JL 4 VTR --- --- - o `2: Bedroom #4 2X4 PLATE ON SUBFLOOR I M N P3103.1 ROOF EXTENSION WALK IN _ @)`r / �- c OPEN VENT PIPES SHALL u� CLOSET p @ V-0"CLG HT o 0 0,`� 2„ EXTEND MINIMUM 6"ABOVE g = _ _ 36X48-2 v 2) ` o o •,2" THE ROOF OR 6"ABOVE THE a- I� _ 1 To `- 0 �p \ +I w o D, .S .2 o ANTICIPATED SNOW ACCUMULATION. o `J W -7 N c o U fa U T W} IX Oo' N / cV 22X10 , � ccZa ° Uaci � om 3' ,3 ;• P3103.2 FROST CLOSURE: w M CD < �Q� Q E n c m ° o Q a WO \ in -N c� m e o'a� o `o °' m a `o WHERE THE 97.5%VALUE FOR ' 1 1/2" ;1 1/2" 1 1/2" ,1 1/2 , c� ao X c o Y ° OUT-SIDE DESIGN TEMP IS 0 DEG F �o X v Q�/ 4'0"KNEE WALL 4'-0"KNEE WALL j °' a o Y y Y 1 1/2, 1 1/2 2 FAN \ T Cx LIN �F U) aoi L L NOT BE LESSn•0 3 L z,3 C 3 OR LESS.VENT EXTENSION THROUGH N 2" 2" WASHER THAN03'IN ORWALL DIAMETERLANY INCREASE ® O „ ,CL �,/ I w rn o iD° o o o o °a a�a c Floor IN SIZE OF THE VENT SHALL BE MADE 2-4 2-4 _ / 2x10 RAFTERS 6"oc Q �� m 0_ C c 2-6 1 -6 of cmoa� 2ND FL. " \ _ a �, _ = ° ac � a 3 Drain NOT LESS THAN 1 FOOT INSIDE THE o Of u- 0 c 2 N o o ' THERMAL ENVELOPE OF THE BUILDING. O a? o c o c a� v - m „ „ „ \ / - HALL co w N w -w :c._ °:Ln P c t- E �' 0 2" 3" 3 2 2 c \ / N 8'0"CLG HT co 2'-6" M ¢ - 2_2x10 - LL O coct� rn c`a N •E. Q`� c o ami o �. 3n M r — — — — — — —\ — nP--- O — - ZJ W L 0 » c c o C 0 m 3 OS ,Pull O _ � F- v (nm � F- mEaSo EL `; w O 0 �� 2„ 21' \ ----DN--- 5'-0 gown " / _`� o co z CY) X v o Stair - N i� cl U v w F,D. _ - co chi cX 3 o I --------- ,' N \ N (2)1-314"x11-7/8"LVL Structural Ridge `" "' N 2x12 RIDGE _ _ " �� � iv 1 1 � 2x10 RAFTERS (� i6"oc �- - - - - - -- - — - - „ M - - - - - - - - - - - - - - - ,1 1/2 3 ; 1 1/2"' 1 1/2" , 1 1/2" M --- CONT, RIDGE VENT U-1 12 12 z 12D ASPHALT SHINGLES 12 12 12 W a 8 8 D a - GUTTERS & LEADERS Q AS REQUIRED W O TYPICAL 0� 0� z Top of Plate Top_ f Plate C) Z Q Top of Plate - --- w z J Oma = � � o I'— o (t C? (.0 - - 12 12 °' Q D 0 co m _ _ --- ---- _ - 8 D a m --- Q_ T612 b "o4 Tor)of ubfloor Tod O Subflo- or -To oate Vinyl Siding Topoate cn c�nN r o U ID �O - ubfloor -o of u-floorTopof CcN6 I En �O 1 N c c= m vow Topof oundation Top Fall — -- `o o o s v�- FINISHED GRADE - _E _ _ �5 ` y U cn a FINIS D GRADE _ a o I i lI I I I o Hc0ca 0- HmEca. a0. Bottom of a0 I EMERGENCY ESCAPE I 1 I co Footing I ND RESCUE 36" below I 1 CINDDW WITH WELLI I 11 ( I Grade Minimum I I ` - C�tlTitll��!ILY PHE=THED -',T1'._ `Lr°-EST-E- I'' E° ��J',a �� / � �• -/ BRACED WALL PANEL is PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B / / HOLD- BRACING METHOD TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP % a, � � GE Ire IDO,,:rl 777777777= CS-WSP CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT) 24 24 32 32 25 24 24 32 32 ER=.CED':'.;.LL P.=JJEL='T WOOD STRUCTURAL PANEL . __ _�F=,'•EL=.T _ Et1G "FFR=.CED'.' =.LLUr1E DETAIL #1 ON DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27't 27" 27" 30" 24" 24" 24" 24" END CONDITION 'i END CONDITION 2 S" HE_ CS-P F CONTINUOUS SHEATHING TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 11 11 13.8 13.8 6 6 6 8 8 _ _:_. ..- `Ti,__ ..=_G_T PORTAL FRAME f f DETAIL#3, DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 GB GYPSUM BOARD A/0 EZZZZ== f ; j 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 f BRACED WALL NOTES: oo ' REFER TO DETAILS ON DWG-2 3. WALL HEIGHT •95 .95 .95 .95 1 .95 ,95 ,95 .95 PF T_ ' FOR HOLDOWNS,STRAPPING, BRACED W "'u" E:Z-C_Z ,; L-' '.EL WALL DIAGRAMS AND DWG-1 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 U E �:OF?^<_:EE L iE -- LL F_},=L FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 5. ADDITIONAL HOLDOWNS NA NA NA NA NA NA NA NA NA END CONDITION 3 END CONDITION 4 SECTIONS OF WALL WITH NO VERTICAL _'.-,T1!--,iLT =_T--- # OR HORIZONTAL OFFSETS. 6. GYPSUM BOARD OMITTED NA NA NA NA NA UJ NA NA NA NA REQUIREMENTS Q Return panel: 24" for b,aced wa" Imes s'ieatlied v,,Ti 7. GYPSUM BOARD FASTENING NA NA NA NA NA NA NA NA NA rn Q , / v,rccd structural pane's 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH v J / . 32"for braced Ova" l nes s?iea,hed w t'i 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 8. HORIZONTAL BLOCKING IS OMITTED NA NA NA NA NA NA NA NA NA W O struclura'f berbca,d 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 I0/ n/ z j 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE RESULT REQUIRED BRACED WALL LENGTH (FT) 10.5 10.5 17 17 7.8 11.4 11.4 7.6 7.6 LL LL SHALL BE OFFSET NOT MORE THAN 4 FEET. Distance D: 24" for braced wa" I nes s'iea`ied v.^th 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL ar +u n TABLE R602.10.5 page 187 CONTRIBUTING LENGTH ti,ccd strJc,J a" ,.ane s THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. P 9 W Z J � 32" for braced �+a'! !:nes s?iea 'ped v;ith 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH '^ z U Sfructu,a'f berbcard END OF A BRACED WALL LINE PER PLAN BRACING LENGTH PROVIDED (FT) 18.5 21.16 21 23 8 16 16.10 12 16 vJ W O :-e.I E 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL END CONDITION b Hold-down 80� lbs ca,.n a 00 PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Lam.. J `E a�c y fastened to the edge of Vie R602.10.2.2 device: braced via" wane' closest to the corner and V 0 to the fcindaticn cr Boar Pram ng be!c'w 0 L0O C C° LL For$1:1 inch=25.4 mm, 1 foot=105 mm,11b=4.45N ^ 0 m 00FIGURE R602.10.7 a.Linear interpolation shall be permitted L.L V J b.The total adjustment factor is the product of all applicable adjustment factors. END CONDITIONS FOR BRACED WALL LINES c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines WITH CONTINUOUS SHEATHING provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. m o E N C C y O O O,E O C 21 In , +L-• O f6 Q QI U a t� �0 U O C C U C oar 0 = o - N r. C U N cn .L.. Q w,w O � J J J �cJ m'o.3 oa ui uY N•N C O (6 F n p• O C C d hY NO O) -0 321-011 41-011 -0 32-0 Cc)) ._ s _ I L t 51-611 41-011 3-6 4, 0„ N 0 a, �, o 'IT L O » L N O O.�... f U f) [D 0 1'- ID E a.� O a I r - CS-WSP FCS-WSP CS-WS CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP 0- CD °- u) C0 „ U) o o 4-0 o U �t U U BWL 2-1 U BWL 1-1 CS-WSP CS-WSP - - - - - - - - - - - - - - - - - V - - - - - - - - - - - - - - - - - - - - - -{- - - - - 1.L o � � `t o Ci U I I I I I I I I I I _ N W _ _ _ N O � - --------- O O a --------- O z culf) N N N --------- I W C) --------- N " Q V --------- (n --------- m LL11 U W --------- ----- - C) W Q J LU --------- 0 cl� U) I I------------------------------------------------, F-� I --------- ' I tea/ I O C? ' U BWL2-2 - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - BWL12-M - - - - - - - - - - - - - - - - - - - - - - - - L - - - r2 CS-WSP - - - - - - - - - -- CS-WSP - - - U) U) r l a C: o 0 W �- � z CS-WSP CS-WSP CS-WSP CS-WSP CS-WSPCS-WSP CS-WSP CS-WSP M OC „ 4'-0" 4,-6„ 4,-6„ p4 o 41-51/2" 41-51/211 3'-13/" 3'-13/" oV) o Ix 4'-0" 32'-0" 4'-0" 4'-0" 32'-0" 25'-0" 141 2ND FLOOR WALL BRACING PLAN - 1'-0" 1ST FLOOR WALL BRACING PLAN f SCALE: 1/4" v: SCALE: 1/8" = 1'-0" �' >v GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD Additional Code Compliance; equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP SPACING AND Uninhabitable attics without storage DESCRIPTION 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. Inches Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (with Or without shower head ITEM ROOF FRAMING and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 ALL CODES shall supersede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls 4-sd BOX (2-i12")OR drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL Additions,Alterations& Renovations:shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR Floor drain 2 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 17. Metal flashing shall be installed were concrete abuts wood, 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen Sink (one or two traps, with or Guard in-fill components 50 4 CEILING JOISTS ATTACHED TO PARALLELRAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR d 18. Install joist hangers at all flush structural load bearing conditions. Laundry tubone or more compartments) 5 OR 1-114"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems,plumbing systems and solar energy systems, ry ( p ) - Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitably vboms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Shower (based on the total flow rate through electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. showerheads and bodySprayS) 4-16d OR 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 m and less 1-1/2 of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 gp 3-16d BOX OR 9 Y P 9 9 Vent range hoods as per Section M1503 More than 5.7 m U to 12.3 m 2 2-16d COMMON END NAIL be the responsibilityof the general contractor to verify the depth of all existing footings gpm p gp disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 16d COMMON with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C. FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-112"x 0.162") 16"O.C. FACE NAIL 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source, 16d COMMON an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration,addition, or conversion is made to an Existing Residence, L/360 10 BUILT-UP HEADER (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES W TABLE R302.6 5 Ed BOX(2-1/2"X0.113" U garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detections stem of the ENTIRE residence must be brought u to code, CONTINUOUS HEADER To STUD ) TOE NAIL All Concrete shall conform to the latest ACI standards. y g P DWELLING- GARAGE SEPARATION All other structural memebers L/240 11 OR 4-8d COMMON hardwired and interconnected. z SEPARATION MATERIAL Exterior walls with stucco finish Hl360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C. FACE NAIL W Reinforcement: Steel reinforcement shall comply with the requirements 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS THAN 112"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END 0 Minimum yield strength of reinforcing steel shall be:40,0000 psi rade 40 , FROM THE RESIDENCE AND ATTICS EQUIVALENT TO THE GARAGE SIDE 13 DOUBLE TOP PLATE SPLICE OR 12 16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH Y 9 9 P (9 ) in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/14D required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. EACH SIDE OF END JOINT) (1) < FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM R404.1.2(9). BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL w O All CO alarms shall be connected to the lighting circuit with no intervening wall OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-112") 12"O.C. FACE NAIL ry n/ Z Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with batterybackup. Battery-powered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES LL LL NOT LESS THAN 1/2"-INCH GYPSUM BOARD USED FOR SEPARATION REQUIRED BY IRC-R302.6 located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Vertical reinforcement in basement walls shall be located TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL 0 -_ 24. WALL BRACING: Buildings shall be braced in accordance with �7 0 to provide a maximum cover of 1-1/4 inches from the inside face. NOT LESS THAN 1/2"INCH GYPSUM BOARD Z P section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION W J a� 9 APPLIED TO THE INTERIOR SIDE OF 3-16d BOX U DWELLING UNIT ON THE SAME LOT 16 TOP OR BOTTOM PLATE TO STUD END NAIL O End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA 2-1 sd COMMON (� LU � � Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF O J = E Based on R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SLOPE SPACING 3-10d BOX Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302,5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL , 2-16d COMMON �.- `C wall and One#4 bar near mid-height of wall. SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. p 9 25. WIND DESIGN; shall be as per R301.2.1 A continuous load path shall be Greater than 8 foot Wall Height: One#4 bar within 12 inches of the to of 12 FT 20 FT 28 FT 36 FT 1" BRACE TO EACH STUD AND PLATE 3-8d BOX O Cl 9 P provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 2-8d COMMON FACE NAIL Ln wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 0 d NUMBER OF 16D COMMON NAILS n^ � r� m o0 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of v J Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code, TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 U) Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or '� o FasteningSchedule for wood structural panels E.2 Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 0 o f0 N FLOOR FRAMING m w o 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing -o o,� � � o L, 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 56 w w @ 2 a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D o 0 rn o o _ a)= o 0 PP but not less than 4 per strip. Type Less than or less than or less than or 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL °6 � o = f0 or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 3-8d COMMON = o a o N � o o `° b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 _I_- _ `o P RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON " 5 ` N " c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc wall and ceilingfinishes shall have a flames read index:5 200 12: 12 16"O.C. 3 3 4 4 22 6"O.C.TOE NAIL °7 0 °.6 ° coo `o 0 No 8 Wood screw PLATE(ROOF APPLICATIONS ALSO) 10d BOX E s._ o a U shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies 16 inches 10 inches a 0 Y p ' ' g based anchor with 8 inches > = a o &attics shall have a flames read index<25 0�' E = o o -E o = 3 p on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE BLOCKING TO JOIST 2 1 Od BOX s 3 L = 3 0 0, 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 23 2-8d COMMON EACH END o o o t o o 0 m m�L installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT y y rn En a y s rn Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceilingfinishes having a smoke-developed index s 450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX m r m ° o E 9 P 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL L L � �� 3�• 3 16d COMMON a c- o a E o "Micro-Lam"Design Stress: E = 1.9, Fb=2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies No 10 Wood screw o o c o r o m "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H C / H r HEEL JOINTAJDUSTMENT FACTOR r•2.s a s C E "= o a 3-16d COMMON AT EACH BEARING, FACE NAIL S 2 .y m ` (0 (D N "Anthonyower Beams Design Stress; E= 2.1, Fb =3000 psi, Fv= 300 psi 2 inch embedment on center on center 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) s � C O o Y g p p on center 4-1od BOX co z= Q y o 0, � 07 0 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 0 = a E E N-0 iu o °w 01 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 4-10d BOX ° N o E BAND OR RIM JOIST TO JOIST PER JOIST each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 1 / 5 1.25 3-16d COMMON shall have at least ONE operable emergency escape opening as follows: Solar ready roof zc area of not less than 300 sq.ft.Access and pathways, roof access points, Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL To TOP&BOTTOM A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 4-16d BOX opening of 5 square feet. this section shall h=posted near the electrical panel or water heater by the builder. c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL B. Minimum net clear opening height Shall be 24 Inches. not less than 2 inches into the building frame. Fasteners shall be located not less than 11 TABLE 802 of concret block or concrete. . C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 2-1/2 inches from the edge29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(W) OREACH END, TOEI NAIL i D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". RAFTER UPLIFT CONNECTION FROM WIND 2-8d COMMON (2-1121') from the inside of the room without use of keys or tools. d.Where screws are attached to masonry or masonry/stucco,they shall be attached Y using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS, SUBFLOOR, WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING be protected from wind borne debris. It shall be the responsibility of the General contractor or his subcontractors to submit Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 _ _ 140 SPACING OF FASTENERS EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems( new, existing or upgraded) Garage door glazed opening protection for wind borne debris shalll meet <5:12 z 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING stamped by a professional engineer if required by the Owner or Building Dept. ANSUDASMA 115. Areas within hurricane prone regions: SUPPORTS GABLE END WALL FRAMING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 12 214 201 263 247 6d COMMON(SUBFLOOR,WALL) continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 30 3/8" - 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight .--- 6" DIAMETER -�► Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to I I of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 16"O.C. 28 348 358 476 446 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" and the handrail.see code for exceptions. Refer to Code for grip size specifications. - Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496 CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC O "I", "II", "III", "IV", OR"V" 1-1/2"GALV ROOFING NAIL 3t1 6" 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING LU above the floor or grade below shall have a railing not less than 36 inches in height. Railings shall have Top rails and Balusters and Bottom rails that are ;a 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 711 Oj NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed ;/ "�REFLECTIVE PANTONE RED FIBERBOARD SHEATHING Z by the riser, tread and bottom rail of the guard rail at the open side of a stairway 16"O.C. 48 599 559 745 697 W W are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1 112"GALV.ROOFING NAIL 7" 7" m p Q Open sides of stairs with a total rise of more than 30 inches above the floor or W LU 6i grade below shall have guards not less than 34 inches in height measured TABLE 507.9.1.3(1) 36 5/8" GYPSUM SHEATHING 1-3/4"GALV. ROOFING NAIL 7" 711 U Q vertically from the nosing of the treads. REFLECTIVE WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION Lu W 0 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER 1/2�� structural plywood CONNECTION JOIST SPAN TO RESIST WIND PRESSURES TABLE R602.3 (3) than 72 inches above the finished grade or other surface below on the exterior _ a_._ of the building, the window must be provided with a window opening control device • �- Panel, Attached to DETAIL <6' 6'1"To 8' 8'1"To 10' 10'1"TO 12' � P P g that compiles with R312.2.2 Window Opening Control Devices. DESIGNATION FOR STRUCTURAL 11 Frame in accordance 1/2"DIA, LAG SCREW WOOD WALL NAIL SPACING COMPONENTS THAT ARE OF 1/2 DESIGN CRITERIA 30" 23" 18" 15° MINIMUM NAIL MIN WOOD TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 & 1/2"MAX. SHEATHING STRUCTURAL PANEL STUD 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE NAIL SIZE PENETRATION STRUCTURAL SPACING EDGES FIELD accordance with R302.11 thru R302.11.2 and Draftstoppin shall be "F" FLOOR FRAMING INCLUDING of the residential code PANEL SPAN RATING THICKNESS g Wind speed: 140 1/2"DIA.THRU BOLT installed per R302.12 thru R302.12.1 GIRDERS AND BEAMS of New York State 36" 36" 34" 29" NO of stories: 2 & 1/2"MAX. SHEATHING Sd COMMON NAIL "R" ROOF FRAMING {2O X ON N 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" N Fireblocking materials R302.11.1 shall be as follows: Mean Roof Ht: 30 ft 12'1"TO 14' 14'1"TO 16' 161"TO 18' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan 2. 1/2"gypsum board 1/2"DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 3. Batts or blankets of mineral or fiber las shall be permitted for compliance UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length per plan 13" 11" 10" 9 P P & 1/2"MAX. SHEATHING with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS Cr rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 bid aspect ratio: 3:1 1/2"DIA. THRU BOLT APPLICATION SIZE OF NAILS ct � g p 24" 21" 19" THICKNESS ORIENTATION TO MEMBERS a 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2" MAX. SHEATHING TO WOOD FRAMING ^' UL 263, for the specific applications Nailing Sched: Table R602.3(1) FRAMING SPACING NAILS SCREWS U -.4 E Applicant shall provide engineered wood placard „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS w Z on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED 1/2" WALL EITHER DIRECTION 16"O.C. g" 16" U Z TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) 11 ¢ .� p OF FOUNDATION MATERIALS Residential structures with Truss type construction, CEILING EITHER DIRECTION 16"O.C. 7 12 H SHUTTER DETAIL 5/8 WALL 6d COOLER NAILS > M Pre-Engineered Wood Construction And/or Timber Construction EITHER DIRECTION 16"O.C. 7" 12" � .,..,,, CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR .o OC)Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel GARAGE CEILING �� EQUIVALANT DRYWALL SCREWS. � .� �O -� Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener re uirements. 5/8++ 16"O.C. 6 6 p G BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH /1/ x ,_. N -- Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection HABITABLE ROOMS IRC SECTION R70Z.3.5.1 h-+-d "C) „!, Q Sand, silty sand, clayey sand,silty gravel and clayey gravel O Z (SW, sandy clay,silC�ty^and clay, clayey a silt, silt and sandy silt 2,000 psf A. ULTIMATE FRAMING SHALL BE ED IS 6 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEA ING TO QA.,BLfro y Y CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) �,,. ;i ARS O (CL, ML, MH and CH) 1,500 psf A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHIN TO QLdTP," a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AN "OI�k' T GABLE END WALL FRAMING the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN . GROUND SPECIAL SEISMIC FROST ! SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH determined by a soils investigation. M MODERATE 20 LBS 140 NO NO NO B SEVERE 3+_0" 11 YES NO 1500 or less 52.1 4" TO HEAVY 019 ;1Q 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. 0.[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.''- 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 .I Outside Elevation Extent of header(two braced wall segments) CONTINUOUS RIM FULL HEIGHT BLOCKING Extent of header(one braced wall segment) Top plate continuity is OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING required per R602.3.2 ',= = n'= = '-*� I' - -'I' METHOD WSP: EXTERIOR SHEATHING ALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ 16 OF BRACED W "OC ALONG ,I I•I ISI 1, PER TABLE R602.3(3)-FASTENERS 6' BRACED WALL PANEL BRACED WALL PANEL Side Elevation •I I•ION EDGE, 12"FIELD. INTERIOR SHEATHING I•I I' PER TABLE R602.3(1). FASTENERS VARIES o_o m= 2-16d NAILS EACH SIDE � , Fasten king stud to header with Min.3"x 11-1/4"net header Header ' ° .I II l•l METHOD BLE R6: ° ° ° shall occur at top of wall a fasten tolnk late toheader with •I I•I �'� A5 PER TABLE R602.3(3) ° ° ° ° / EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS ° ° ° p p 'I ISI 8d @ 6"O.C.ALONG two rows of 16d sinker nails 3"o.c. WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER Fasten sheathing to header with 8d common nails in 3 in.grid @ •I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL pattern as shown and 3 in.o.c.in all framing(studs and sills) .I AT 6"O.C.ON EDGE AND 12" O.C. Braced wall line I• IN FIELD BRACED WALL PANEL Header to jack-stud strap per table continuous) sheated BRACED WALL PANEL t p p y �inimum 40001b header-to-jack-stud BRACED WALL PANEL BRACED WALL PANEL c ° R602.10.6.4 on BOTH sides of with 1/2"wood I BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL o, ° 'x g, strap on both side of opening opening opposite side of sheathing structural panels ° _ 7 11 SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG = ° £ ;° opposite side of sheathing I I 3-16d @ 16"OC ALONG (_7 I I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH m c I•I BRACED WALL PANEL 3-16d @ 16"OC ALONG @ �_ Min.Double 2x4 framing covered with minimum W I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER b i° anel splice edges shall occur over TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL 1l2"thick wood structural panel sheathing P 9 _ J. SHEATHING ° J .H. CONTINUOUS RIM OR °i (sltudsth ablock ng,and silcommon nails @Is)typical n all from) g o anh be the 24'mothelportalg n nd e nailed 'of --I - -•- -•' -•- - .h�- 4� CONTINUOUS RIM OR @ L ° ° °to leg height. One row of 3"o.c.nailing <( I I'I END JOIST X is required in each panel edge. �S •I I•I I•I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST Min. (2)2x4 typ. if needed .I OVER AND BE FASTENED TO COMMON STUDS. 2'to18' finished width HORIZONTAL PANEL JOINTS IN BRACED M l 2 16d NAILS EACH SIDE ( ) Min Double 2x4 or WALLS PANELS SHALL OCCUR OVER 2x6 King&Jack stud 1/2"min,thickness wood structural INTERIO � I•I Min length of panel per Table R602.10.5 R�` I•I AND BE FASTENED TO 1-1/2"THICK panel sheathing I• FULL HEIGHT BLOCKING ,I SPACING I•I COMMON BLOCKING ADDITIONAL FRAMING �_ , Min double 2 x post I• CONTINUOUS ALONG LENGTH FULL HEIGHT BLOCKING (1)5/8"Diameter anchor bolt 7 I I I I I MEMBER DIRECTLY BELOW No.of jack studs per L OF BRACED WALL PANEL 16"O.C.ALONG with 2"x 2"x 3116"plate washer Table R602.7 1&2 .I I•I I•I 2 x 4 or 2 x 6 STUD WALL as per R403.1.6 I BRACED WALL PANEL ( ) •I I•I I•I I• BRACED WALL PANEL W 2 X BOTTOM PLATE Min.reinforcing of foundation,one#4 Bar ,I I•I I•I I, MIN(2)3500 LB strap-type Top and bottom of Footing,Lap Bars 15"Min. Q •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) Holdowns-Simpson concrete and _ _ FIGURE R602.10.8(2) embedded into concrete and W O >-- •I I I I I I• BRACED WALL PANEL CONNECTION WHEN nailed into framing-4,935 LBS ea. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ •_ BRACED WALL PANEL CONNECTION WHEN Z PARALLEL TO FLOOR/CEILINGOR Simpson HDU4 wl PERPENDICULAR TO FLOOR/CEILING 10) 114"x 2-112"SDs Min.Footing size under opening is 12"x 12".Turned( Z FRAMING FRAMING 10) 1 allowable load ea. W Down Slab shall be permitted at door opening Q _ � FASTENING REQUIREMENTS FOR Z BRACED WALL PANEL AS PER METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS - FIGURE R602.10.6.2 O co 0) 1 TABLE R602.3.(3) 2 3 11.0 t_ o � LO CEILING OR O FLOOR JOIST ^ v rJ� M 00 DIRECTION Simpson 1-1/4" galy. x 20 gage LL Cfl A Stud ENDWALL—► Co Connector Were the distance is SIMPSON H2A nails in each end at each rafter. N U) ENDWALL � � between 9-1/4"to 15-1/4" coil strap with (5) 8d common ° r at each Rafter. With E._ FLOOR AND CEILING JOISTS , � 2 Typical Metal provide blocking @ 11 ° A DIMENSIONAL LUMBER OR ENGINEERED Strapping WINDOW HDR (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter 9 d° o E A JOISTS-SEE PLANS at Openings cv braced wall panels (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES m L d 2 o a°L L y� o - Each Rafter on Each side - L)m o ° = N Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o= T.__ r- ° T plywood g Schedule Dw 1 Ridg I ood sheathin °O� Simpson LSU skewable hanger 20. o L ° BLOCKING shall have Solid Blocking JJ g r " 0' - w w ° TYPICAL e to have a g o AT 48"OC @all Plywood Joints SIMPSON H2A = a" N Y >A 0 o Y M 2-BAYS IN m.� 2co �-2 Oc3 �BILOCKING @48 INCHES ON CENTER 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 — Strap with (5)-8d common nails m _ SECTION A-A plate with 8d nails @ 6"D.C. (2) 8d x 1-1/2" nails in plate ° °S = r -a o E along length of braced wall (5) 8d x 1-1/2" nails in Stud in each end. catch jack studs Look Out Blocks °° U a� o 5- � Corner Holdowns and window or door Header. °° r N � L = E u Refer to plans panel. Typical each side and ALL Less than Gable End Wall ° 2 a E ° for locations yp� ° 2�- _ END WALL BLOCKING DETAIL Z� or Equal N a` '� o s N if required !� windows and doors. FOR FLOOR AND CEILING BRACING to 12" e co E a=o a RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS this page. NTS RAFTER TO RIDGE STRAP R802.3 IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT TYPICAL ELEVATION NTS IN LIEU OF RIDGE STRAPS AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD (� 5 N.T.S. 6 7 2-1/2" LONG Q OF THE ATTIC SPACE AND ATTACHED WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE S 9 TO THE RAFTERS WITH 4-8D NAILS THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END 2X P.T.LEDGER; MUST BE ONE SIZE CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC 6., EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED TOP OF RIM JOIST WITH OMPOSITE RAILING PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 100 THREADED NAILS OR I I DTT2Z TOP PLATES PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING CUT ALL THRESHOLD CAREFUL L I I TOP AND BOTTOM RAIL e FLASHED&CAULKED TO see Schedule on DWG-1 AT 6"OCC. AND COLUMN COVER AND POST TO HEADER CONNECTOR W (8) 1/4" X 1- 1-1/2" tip of lag screw shall fully extend beyond I I LENGTH PREVENT WATER INTRUSION COMPOSITE DECKING COLUMN CAP.MEET RCNYS the inside face of the band joist. ATTACHED PERAl FOR CODE SIMPSON ABU POST SDSSCREWS12" Min BORED HOLE MAX. STUD 4"TREATED POST ALLOWABLE LOAD: 1,825 LBS DIAMETER 60% GALV.DECK HANGER MANUF.SPECIFICATION SI CONCRETE BRACKET(PERCENT)OF STUD SIMPSON LUS26 @ 2X6 @FRONT PORCH DECK SDE COVER 2"MINIMUM .o. DEPTH 0I X 4 TREATED POSTS SIMPSON LUS28 @ 2X8 LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS „ SIMPSON LUS28 @ 2x10 1/2 THREADED ROD 5/8"MIN. 5/8"MIN. AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL CLEAR TO EDGE TO EDGE D i SPECIFICATIONS. CONNECTOR SCREW -- COUPLER NUTAND cy NOTCH MUST NOT I — — 2 X JOISTS I O 1/2"DIA.GALV BOLTS W/ GRADE 1/2 ANCHOR BOLT S CD LIJ 1-- EXCEED 40 T o N= LOCK WASHERS. EPDXY IANCHORING ADHESIVE FOR HIGH-STRENGTH 11 (PERCENT)OF o SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS USE WITH THREADED ROD „ ai O STUD DEPTH ALLOWABLE LOAD PER TIE;840 LBS O 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON Use 1-1/4 Metal z C-, NOT LESS THAN 4 LOCATIONS SPACED EQUALLYoff AND TWO WITHIN 24"OF EACH END OF DECK (3)10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR i. Coil Strap 20 Gage w '�� (3)#10 X 3"WOOD SCREWS i ,1 m D Q BORED HOLES I LL „ ch COVERED FRONT PORCH FOOTING: Preservative-treated � 12 Min (5) Bd common nails W NOT BE LOCATED Ild • 3 12"DIA TO VIRGIN SOIL IIOn � ll.i THE SAME CROSS '.�. OR R507.6.2 SIMPSON H2.5 AT U) SECTION OF THE CUT (MIN 36"BELOW GRADE) barrier re uired for in EACH END at W OR NOTCH IN STUD a: SIMPSON DTT2Z W/(8)1/4"x 1 112"SDS SCREWS BLOCKING EACH JOIST FOOTINGS MUST q 'J EACH Stud. v Q ALLOWABLE LOAD PER TIE: 1,825 LBS OVER BEAM BEAR ON REAR DECK FOOTING 12"DIAMETER connectors In contact " W W U NOT LESS THAN 2 LOCATIONS WITHIN 24" a SIMPSON BC UNDISTURBED BEAR FOOTING ON VIRGIN SOIL 8d @ 6 oc Along o tz U) MIN THREAD OF EACH END OF DECK: BETWEEN EACH POST GIRDER SOIL 36"MIN.BELOW GRADE with treated wood Braced Wall Panel PENTRATION JOIST CONNECTOR 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING FIGURE R602.10.8(1) FIGURE R602.6(2) TO CENTER OF TOP PLATE,STUD Ln NOTCHING AND OR HEADER CONNECTION tc'_. PORCHES & DECKS NTS SIMPSON HOLDOWN WALL TO WALL STRAP 4 BORED HOLE LIMITATIONS FOR INTERIOR R507 EXTERIOR DECKS SIMPSON ABU INSTALLED IN ACCORDANCE 0), BOX FRAMING NTS I� NON-BEARING WALLS LEDGER BOARD ATTACHMENT TO BAND JOIST WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 ALLOWABLE LOAD: 1,825 LBS 15 1 � 11 12 DECK / GIRDER & RAILING DETAIL 13 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS I FOOTING SIZE PER TABLE R507.3.1 FOR DECKS NTS 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 TOP PLATES z FASTENERS «3 SEE TABLE 507.2 at each stud at each stud EXTERIOR OR N IN 2 ROWS 1 Strap may be attached OVERthe plywood OR directly to BEARING WALL -� a Strap may be attached OVER 5"MAX O @ 0 O 5.5"MIN FOR 2X8* Studs.6.5"MIN FOR 2X110Studsthe ywood OR directly to a BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 _ NOTCH GREATER Q r-I O THAN 50 /° DIAMETER 40% O UO C O N (PERCENT)OF ('-'I G 1 It (PERCENT)OF p _ ��11 r PLATE WIDTH 16 GAGE(0.058 IN.) 1.5 IN.WIDE �% M �J STUD DEPTH I 3-16d 16" oc Along METAL TIE FASTENED ACROSS AND ,.� — M -O 5/8"MIN. 5/8"MIN. ° '��°; * . g TO THE PLATE AT EACH OF THE TO EDGE TO EDGE 2"MIN S 11 C bA 00 .0 LAG SCREW OR THRU-BOLT ,� Braced Wall Panel NOTCH WITH 8-10D NAILS EACH SIDE O •� LEDGER BOARD 3/4"MIN __ —_ ° •°; NOTCH MUST NOT o =iil=lil = = ` - FIGURE R602.10.8(1) ® '� .'. EXCEED 25 /o I-111=ilia *°. N On � " (PERCENT)OF p =III '; '• �- STUD DEPTH =III ° � ° TOP PLATES PIPE O IF HOLE IS TPLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD - AR BORED HOLES SHALL 40%(PERCENT)BETWEENNT))AND ND 60%(PERCENT)OFV CO i NOT BE LOCATED IN STUD DEPTH THEN PER FIGURE R507.9.1.3 (1) STRAPPING Applies to Garage Wall and — — FIGURE R602.6.1 THE SAME CROSS STUD MUST BE DOUBLE a i �� s SECTION OF THE CUT NO MORE THAN TWO 'DISTANCE CAN BE REDUCED TO 4.5" `„ " OR NOTCH IN STUD SUCCESSIVE STUDS Slab on Grade Construction '=111= ,; TOP PLATE FRAMING TO ° 1' r, ARE DOUBLED IF LAG SCREWS ARE USED OR BOLT "=III G AND SO BORED ?3 Y Cpl 'SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS ACCOMMADATE PIPINGIIL FIGURE R602.6(1) TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR WASHERS NOT PERMITTED) RAFTER FACE TYPICAL NOTCHING AND �jJ, Cio�1C �O�f BORED HOLE LIMITATIONS FOR EXTERIOR 1 STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD � 16 WALLS AND BEARING WALLS 1 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 or�� OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. 7 Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor Sheet Metal Firesto up and out of the g MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation way for access thin profile structural glued together see Ian w/ ceiling line Exterior p p ATTIC INSULATION Fill entire Cavity to CONTINUOUS BEAD y Insulation dams sheathing as draftstop and lay on plyw Od Batt Insul CEIING FRAMING Seal joint with OF SEALANT Sheathing eala subflOOr behind tub Tub attic hatch - R-val support Non-combustable sealant Base late prevent loose-fill blocking p / insulation from - Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed to, F Air Seal exterior insulatio requiremen access opening Sealant or „ OR GASKETED TO RIM floor N Gasket falling through Continuous wall adhesive 1/4 structural sheathing JOIST/RIM CLOSURE ) access of Sealant or as enclosure liner sealed SEALANT Sealant adhesive i at perimeter and seams. solid blocking �' SILL PLATE INSTALLED „ or rigid insulation TSealant �� \ OVER GASKER SILL 1 min Rigid Weatherstripping Seal stairs Adhesi Casing---- EXPANDING FOAM SEALANT ° Pre-Fab Fireplace sealed around Panel Insulation. Air 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT1--SEALANTframe gap Refer to manufacturers four edges `Pull-down 1 x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase or foam attic hatch (see plan for size} AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUBATTIC HATCH DETAIL AIR SEAL DETAIL Cad PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL F TO BAND JOISTS This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation r_sn Rn;r SI�4t Covor ENERGY NOTES Eave baffle installed ' 9a. R403.3.2: Duct Sealing Mandato Ducts air handlers and filter boxes shall r ' W 1. All design & construction in compliance and built accordingly to the g ( ry) � adjacent to soffit and eave °"�- � 1y •. U 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party(HERS Rater) using the " •. - ' '` Table R402.4.1.1-Air barrier and insulation installation. Manual "J" Manual, "s" &"D"submitted at CO. vents. Baffle shall extend over Z The authority having jurisdiction shall be permitted to determine an the top of the attic insulation �"'" ' + energy efficiency program to exceed the energy efficiency required by this code. LLl 9b. R403.3.3: (Mandatory) Duct testing -Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. Q TABLE R402.4.1.1 air leakage b an approved party ) g R402.2.3 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy 9 y pp oved third art HERS Rater using the ( ) AIR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J" Manual ,"S" &"D"submitted at CO. 2 x CJ W/ INSULATION W O COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Yp � z General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Soffit See OR HERS RATER t requirements in the building envelope. and posted on a wall in the space where the furnace is located , q g P 10. R403.4 (Mandatory) Mechanical;system piping insulation carrying Const. Dwgs Q Z Exterior thermpal envelo e contains a 3. R402.1.2 Buildingq thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F idegrees shall be insulated with R-3 Minimum. t continuous air barrier. Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. SEALANT LL! Z "_J 11. (R403.3.5) Building Cavities (Mandatory) W UJ O Breaks or joints in the air barrier shall be Buildin framin cavities shall not be used as ducts or lenum. Typ. Exterior Wall 4 0) scaled. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 p 0 sections N1102.2 through N1102.2.13 See Const. wall �R o 12. N1103.5.1 (R403.5.1) Heated waiter circulation and temperature maintenance systems (Mandatory) V 4 Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The O D p 5. Installation-the components of the building thermal envelope shall be installed in Heated water circulation systema shall be in accordance with Section N1103.5.1.1. i s to installation density of the insulation shall be at the manufacturers'product P 9 P ! LO � � accordance with the criteria listed in table 402.4.1.2 or required b code official Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. LO recommendation and said density shall be maintained for all volume of q Y , each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D"• Automatic controls, temperature sensors and pumps shall be accessible. ~ I 0-. C.4 Cn 00 °° maintain an even density for the entire cavity.Batt insulation shall be Manual controls shall be readily accessible. ¢; installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE o The building shall be provided with ventilation that compiles with the requirements of exists,the batt product will be cut to fit the remaining depth of the EXTERIOR WALL AIR BARRIER SEALING E�CAMPLE e " Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and N Y o•� cavity.Where the batt is cut around obstructions,loose fill insulation g Y pp g exhausts shall have automatic or,gravity dampers that close when the ventilations stem )4 0 2 o a Z s shall be placed to fill any surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the 9 Y p Y w._ E L �, "-0 ° is not operating. � � m o � _ °� = N ° manufacturers'specified density. Where faced batt is used the test results shall be signed by the party conducting the test. p g• o _@ 2 o -0 8 y 4 installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testingrequirements. LOW DENSITY SPRAY FOAM _ = Z S .° ° N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy r , ° .° _ _ � ° no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN E...--f a i .o-_ °.- ° ° 2 ° o 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 o.0 o- 8)w �; U - stapling installation tabs. ACCORDANCE WITH e �`-'] , ; = a N aY g o combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ° 2 _ ° equipment is used to provide whole-house mechanical ventilation the air handler shall be Wood Blocking HERS REPORT t". °'L N ° 3 L = _ 3 ° 3 Insulation that upon installation readily conforms to available space according to UL 127. p 9 �•" f -�` " _ 0--1 N Do r shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam . � um, ° oa0 N=TYPROOF CONST. ` owdensitY recommendation8. R403' Systems: N1103.1.1 (Mandatory) programmable thermostats shall be No.mE provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment siziing and efficiency rating (Mandatory) ,. j i - o is o w o Ceiling/attic The air barrier in an dropped The insulation in an dropped ceilin /soffit shall be aligned with the Roof underlayment i ° o'�, ° ;? _ ° 2 Y pp Y pp g the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 X CJ W/ INSULATION s i L N � s= E U a ceiling/soffit shall be aligned with the air barrier. sealed to drip edg ,,, ,,+ B 0 M _ ° N shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA AS PER DRAWINGS i z'= Q N _ �, o insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. *' (D � Q)•c M o sealed. New or replacement heating and cooling equipment shall have an efficiencyOR HERS RATER n , , i' r. \ `"`";.✓'� S N @ a- co E o..=o 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum p 9 9 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 Typ Fascia/ s ILII Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at @ 9 � @ wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see SEALANT I • , shall be sealed. party using the Manual "J", Manual "S"&"D"submitted at CO. Const. Dwgs ` >I 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall ,; .{. t:u,,,,,,;u•{�,,,...••, Z p j completely g h g Y 9 Ylamps. late shall be sealed. Tine unction of the by com letel filling the cavi with a material having a thermal contain only high-efficacy top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed wails shall be See Const. Dwgs 2i` installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jannbs OPTIONAL- RAFTER SEALING AT ATTIC EAVE and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. DUCT SEALING REQUIREMENTS Rini joists Rim joists shall include the air-barrier. Rim joists shall be insulated. TABLE M1505.4.3(2) Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL'': " : RATE FACTORSa, b above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor RUN-TIME PERCENTAGE IN EACH 4-HOUR cantilevered floors) framing cavity insulation shall be permitted to be in contact with the AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% topside of sheathing or continuous insulation installed on the SEGMENT underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FaCtOra 4 3 2 1.5 1.3 1.0 OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM N LU shall be covered with a Class 1,black permanently attached to the crawlspace walls. a. For system run time values between those given,the factors are permitted to be N taped. apor retarder with overlapping joints INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. z 1 d Shafts,penetrations Duct shafts,utility penetrations,and flue b. Extrapolation beyond the table is prohibited. WINDOW mQ < shafts opening to exterior or W unconditioned space shall be sealed. 24" ZW J 4"SPHERE CANNOT APPROVED WINDOW > W (36"IN IBC UNITS) FALL PREVENTION LU W PASS THROUGH W W U DEVICE CONFORM TO TABLE 111 1505.4.30} ASTM F 2090 Cl) Narrow cavities Batts in marrow cavities shall be cut to fit and installed to q 1'f FINISHED FLOOR HEIGHT HEIGHTABOVE the correct density without any voids or gaps or C Q NT1 N U O U S ° ' " ~," ` AI RF Lot�ll! RATE FINISHED FLOOR compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE FINISHED GRADE insulation that on installation readily conforms to the REQUIREMENTS TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and NUMBER OF BEDROOMS GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR SIDE OF THE BUILDING.SHALL conditioned spaces. ° g ° FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed 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. FLUOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 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 andWHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. wiring plumbing in exterior walls. There shall be no voids or (Square feet} WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH Airflow in CFM 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION ,� N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. '- TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE p- extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 500 30 45 60 75 0 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 < 1 a exterior wall showers and tubs shall separate them from the showers and insulated. Q tubs. N1101.14 (R401.3) Certificate (Mandatory) l� 1,501 - 3,000 45 60 75 90 105 > M Electrical/phone The air barrier shall be installed behind electrical or box on exterior wall communication 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 -a { o in the space where the furnace is located, a utility room or an approved location inside the building. HVAC register HVAC register boots that penetrate building thermal 31001 -- 4,500 60 75 90 105 120 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit N boots envelope shall be sealed to the subfloor or drywall. Y directory label, service disconnect label or other required labels. The certificate shall indicate the Concealed Wien required to be sealed,concealed fire sprinklers shall 4,501 - 6,000 75 90 105 120 135 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components V) � Q! sprinklers only be sealed in a manner 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; F 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 t-lr��� walls or ceilings. 6,001 - 7,500 90 105 120 135 150 from any required duct system and building envelope air leakage testing performed on the building. mac, IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value covering the largest area. The certificate shall indicate the types and efficiencies of heating, sr .;, =A, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. > 7,500 105 120 135 150 165 cooling and service water heating equipment. Where a gas-fired unvented room heater, 2 electric furnace, or baseboard electric heater is installed in the residence, the certificate shall ( ., For SI: 1 square foot = 0.0929 ni , 1 cubic foot per minute = 0,0004719 1-n fs. indicate gas-fired unvented room heater, electric furnace or baseboard electric heater, -U� . f'1S10 y'o, as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, YAF electric furnaces and electric baseboard heaters. `` �' ENGINEERED FLOOR JOIST INSULATION SCHEDULE WITHAMINIMUM FLANGE CONTINUOUS RIDGE VENT shall comply with 2020 NYS ECCC R302.13 FIRE PROTECTION OF FLOORS. ill"THICK GYPSUM I OF 1-1/8"X 2"WIDE. &Res-check FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BOARD LAYED ON R802.3BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A TOP FLANGE WITHOUT ADDITIONAL FIBERGLASS BATT INSULATION RIDGE BOARD SHALL COLLAR TIES THERMAL ENVELOPE SPECIFICATIONS 1/2-INCH GYPSUM WALLBOARD MEMBRANE, ANY FASTENERS. IF REQUIRED TO COMPLY WITH ENERGY SHALL BE NAILED with 4-10d 5 CODE.REFER TO RES-CHECK OR HERS FLAT CEILING INSULATION: R-30 batt in ceiling joists /e-INCH WOOD STRUCTURAL PANEL MEMBRANE, / n \ BOX NAILS IN ACCORDANCE VAULTED CEILING INSULATION: R-21 batt in 2x8 rafters OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. NOTE: L7 REPORT FOR INSULATION REQUIREMENTS. WITH FASTENING SCHEDULE ABOVE GRADE EXTERIOR WALL: R-21 batt in 2x6 wood studs INSULATION OMITTED wALLS COMMON WITH GARAGE:R-21 batt in 2x6 wood studs PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, FOR CLARITY.REFER TO 2"BATT MINERAL WOOL INSULATION / / \ RAFTER/CEILING JOIST HEEL 2ND FLOOR RIM JOIST:R-21 LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS, DRAINAGE, ENERGY COMPLIANCE LAYED ON TOP FLANGE WITH / 7 - _ _ _ _ _ \ JOINT CONNECTION IST FLOOR BAND JOIST: R-30 PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. DOCUMENTS INSULATION STAY WIRES 24"APART SHALL BE NAILED ATTIC WALLS:R-13 batt in 2x4 wood studs MANUFACTURER:"ROXUL" 12 / / / / 2x4 CT @ 48" OC \ \ \ \ 12 TOGETHER IN ACCORDANCE WINDOWS/SKYLIGHTS:U:s 0.30,SHGC:s 0.30 EXCEPTIONS: WITH TABLE R802.5.2 FOUNDATION WALLS:Interior R-11 draped batt FIRE PROTECTIVE OPTIONS 8 / / / \ \ \ a 8 (SEE DWG-1 FOR TABLE) ATTIC STAIR COVER/ACCESS HATCH: 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN WITH SIMPSON H2AAT EACH Cover:2 R-30 foam board or equivalent AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, FOR I-JOISTS FLOOR SYTEMS RAFTER TO STUD. NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. COMPLIANCE WITH:R302.13;FIRE PROTECTION OTHER SPECIFICATIONS OF FLOORS: EXCEPTION:#3. PLUMBING NOTE: INFILTRATION(BLOWER DOOR)::5 3 air changes per hour R806.3 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED MIN. I"AIR GAP DUCT LEAKAGE:5 4%leakage for ducts outside of thermal envelope FOR STORAGE OR FUEL-FIRED APPLIANCES. ALL PLUMBING SYSTEMS SHALL BE BETWN INSULATION LIGHTING: 100%high efficiency lighting(CFOs or LED's) INSTALLED IN ACCORDANCE WITH ATTIC R-30C BATT AND SHEATHING APPLIANCES:All appliances must be Energy Star certified 3. PORTIONS OF FLOOR ASSEMBLIES PART VII-PLUMBING INSULATION SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: *If part or the entire attic will be decked over with plywood, 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED/_ ELECTRICAL NOTE: the ceiling joists must be deep enough in order to fit the 80 SQUARE FEET PER STORY To of Plate49: batt insulation so that it is not compressed.If not then 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG ALL ELECTRICAL EQUIPMENT Top - — - — - — - - Clg Jsts will have to be built up or upgraded to the next size. THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED AND WIRING SHALL BE INSTALLED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. IN ACCORDANCE WITH PART VIII-ELECTIRCAL W R802.5.2.1 LAPPED JOIST R403.6 Mechanical ventilation shall be provided that OF THE NYS CODE. A MINIMUM OF 75%PF U LAPPED NOT LESS THAN 3". meets the requirements of section M1507 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE PERMANENTLY INSTALLED FIXTURES SHALL BE NAILED 16d LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, MUST HAVE HIGH-EFFICACY LAMPS. Z COMMON NAILS IN ACCORDANCE R403.7 Heating and cooling equipment shall be OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. sized in accordance with ACCA manual J b a W WITH TABLE R802.5.2 ON DWG-1 Y MECHANICAL NOTE:third party rater. BARS GRILLES COVERS R3104 o Q 0 WALK-IN BATHROOM BARS,GRILLES,GRATES OR SIMILAR BE INSTALLED IN ACCORDANCE ANCE WITH BEDROOM #2 CLOSET DEVICES ARE PERMITTED TO BE PLACED (n Q OVER EMERGENCY ESCAPE AND RESCUE PART V&VI OF THE RC OF NYS. OPENINGS AS ALL MECHANICAL SIZING PER ACCA W O R-21 BATT CEAR OPENING SIZE COMPLY NGS:NET MANUAL"S"BASED ON LOADS ��// 7 INSULATION L1_ LL- Z R-21 BATT BE RELEASABLE OR REMOVABLE CALCULATED PER ACCA MANUAL I' To of Subfloor WITH R310.1.1 TO R310.2.3AND SHALL - INSULATION FROM THE INSIDE WITHOUT THE USE DUCT COMPLIANCE WITH MANUAL"D" Q Z Q P— - — - — - R303.4 MECHANICAL VENTILATION. W 7 J U - - - ---- — -- - - -----� � OF A KEY,TOOL,SPECIAL KNOWLEDGE DWELLING UNIT SHALL BE PROVIDED Z _Top of Plate— - — - — - - OR FORCE GREATER THAN THAT REQUIRED W FOR THE NORMAL OPERATION OF THE WITH WHOLE HOUSE MECHANICAL v J W O C Q0 ESCAPE AND RESCUE OPENING. VENTILATION IN ACCORDANCE WITH 00- SECTION M1507.3 0 /_J � —R-21 BATT 651_011 `J O INSULATION ® ® O D 0 CO III 8'-4" 31'-8" 25'-0" ( oFAMILY n cD u) m co KITCHEN BATHROOM ROOM 2 2 x s CK JOI STS ER@ 16"oc N GIR i 12"Dia DECK FOOTING E.o SEE DETAIL ON DWG-2 - ° Top ofSubfloor M -^ ____________ m m = o ns E DECK LATERAL HOLDOWNS t= y3 ' - v n€ c ° o - - - — - — - - - - -- — - --- -- — SIMPSON DTT2Z o c c Z� To of Foundation =-� n E11:1 a a DETAILS ON DWG 2WITHIN 24"OF H END 2X8 DECK LEDGER ;o o Z °u o � o a 2'0"x 1'-4" SEE DET. ON DWG Z a7 °� O m 'Y `E M Y ------------------------------------------ _ R-30 BATT c _ a=im co m - oo0 � ,1t INSULATION ad o0 00 m= n.° 3 L m m m 3 0 d VL Girder ---------------------------- ------------ L b,< r_ __T____________________ _ Q Q O N O O E, I 1 11 _______________________________________________i C "- 38.8 Step Footing = a • i t 1 m m 0 1V to 2H max. OccSCO �� 0C � N ° ,0 LM) UNFINISHED 302.13 FIRE PROTECTION OF FLOORS: w Or provide full height ° --r ° c ar PROVIDE 112"GYPSUM BOARD ON ENTIRE V o� I to p g N o a'ro v ID c BASEMENT CEILING ABOVE BASEMENT ATTACHED i z w O foundation walls •�.N c L co H c U y TO THE UNDERSIDE OF THE JOISTS. - cfl O w= - I I o i'_ Q m c a� = a� o CO r O UI CO W m e aE m a7� f) o c4, -------------------------------------------------------------------- H ° m m ff I- m E a._o n -�ZQN r --- - s o 0 0 o L c °� c .qa LL O F-- [)Fz 0 - LLC) XZW TYP.BASEMENTSLAB N Zo'¢= O w uu- ------- --, ---------------------------------------------- -------------, Top of Footing _ — - o; Q En O O w F UNFIN. BASEMENT -LJ oz w .. . . .. . . .. . .. . - - o O F- w LL _ I _ 4" CAST-IN-PLACE CONCRETE Cn �+-O i- w��Ow \ \ SLAB INSTALLED IN Z Q z W -a U) z 1 O O 0 a m o O O ACCORDANCE WITH �- O m w�- W w 1 i� II� a 0>w In I L0 SECTION R506 0 w j W C) M SECTION - / \ ¢ i00(D -' W�mZ 1 ~a.mo ' W CO x= rn �o0W to to ° >Lu LU Lu ------ -- I 77 1 11 Xo is J �' N> F= 1 TYPICAL INT.FOOTING/COL CD W%m o - SCALE: 1 /4 -' 1 -O Cl) �U) CO MaUo0 01 24"x24"x12"THICK p LL`-az60 CAST-IN-PLACE CONCRETE co r,o O= WINDOW WELL R310.2.3 0 `O FOOTING&4"DIA STEEL N cc,:,) j?= HORIZONTAL AREA SHALL BE f- O O COLUMN i�0 w~O MIN 9'-0"SQ FT.WITH A N N I ~ o U i- UNEXCAVATED HORIZONTAL DIMENSION TYPICAL GARAGE SLAB e - 3'- �/2" 4" CAST-IN-PLACE SLAB TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION OF MIN 3'o"TO ALLOW FOR _ _ EMERGENCY ESCAPE AND 3-1/2" x 'T'T 7/$" LVL - --`-- �� �� '----' W/6X6 W4.0 X W4.0 WWM ----'-- 1 3-'T/2 x 11-7/8 LV I PITCH SLAB-1/4"FT TO Class A Asphalt Roof Shingles w/ 3/4 Plywood Span Rated Subfloor, O RESCUE, COVER PLACED ________________ __ M � 1 1 - 11 - - ------ ' - *-------------------0--------- - !--0--'------ --- -;--0---'---------------� GARAGE DOORS i ' fasteners per manufacturers specification Glued and Nailed in N OVER OPENING PER -- ----- i------ ---�- i ------i-- - It= __=r__- i i BRACE WALL ABOVE N and 2020 NYS RES I CODE. accordance with the fastener schedule. `'' -- --' `-- -- -- -- -- -- -- CONNECTION DETAIL N N Ice & Water barrier as per section R905.1.2 Floor joists and Bridging as per Code. 2 O " DET 2 ON DWG-2 1� I 71-011 81-011 ,JL_______ (Note: Double undell layment is required '- "' -11 ' 1 11 1 11 1 11 11 TYPICAL , 11 1 6-9/2 6-8 6-8 8 24-4 for Roof slopes between 2 on 12 and 4 on 12) TYPICAL FOUNDATION CONSTRUCTION Framing As per plans with 1/2" exterior grade in accordance with chapter 4 o p span rated structural plywood Sheathing, 3000 psi Air Entrained cast-in-place concrete __77_11 __ " ___ ° N Nail to framing in accordance Fastener wall on cast-in-place Concrete Wall Footing per 2x4 FRAME AROUND ___ ___ of O Schedules & Strapping per detail sheet(s). R403. refer to Foundation Plan for footingsize & o STAIRCASE FROM FLOOR Of Z W °' Z Flashingper R905.2.8 TO CEILING. TREATED SHO _ H 0 z U W p thickness. PLATE AND GYP.WALL.BD Q U) Q Damproofing per R406. 2- 2x6 approved INSIDE FACE OF WALL MIN. 't En - m LU ----- ' --- --- O' 0¢ i DROP TOP OF CONCRETE TYPICAL SOFFIT CONSTRUCTION. treated Sill Plates, Sill Seal And Termite shield per ATTACH RAILINGS.HANDRAILS � z Q,-W AS REQUIRED FOR w m W 34"-38"ABOVE NOSING. r- O O z= V J 611 Wood fascia & 6 overhangs-typical Wood rake boards. Section 116. Anchor bolts per Foundation Plan - N ', ___ ___ g 0 o m ED GARAGE DOOR,SEE PLAN Q ----, � ' LU UNDER STAIR PROTECTION: u O U w o e 11 R302.7 1.2"GYP BD SHALL -------- -------- cv w w FOR GARAGE DOOR SIZE 0 fU 11 H I i 1 I.-U) `--- Trlm In aluminum or use azek or equal BE APPLIED TO UNDER O UP °o w U) DIRECT VENT STAIR SURFACES. O a c�>w ----------------------------------------------------------------- Metal drip edge per R905.2.8.5 INTERIOR WALL FINISH ------ HVAC UNUT 0i W N o o Fully Vented Vinyl Soffits Provide 1/2" Gypsum Wall Board on ceilings and walls DIRECT VENT FURNACE N 0 o LL w Q= Step Footing except basement walls & cl s - unless noted. Min 1/2" ~ Fo7D INSTALL IN COMPLIANCE O CV r>z W - 1 V to 2H max. p g W/RESIDENTIAL,ENERGY CO C' Zi~ O Or provide full height TYPICAL EXTERIOR WALL Moisture Resistant Wall Board on Ceiling and all walls &MECHANICAL CODE Of°0 o iii p g 2x6 Doug-Fir Wood Studs @ 16" oc. in Bathrooms (humid areas) and 5/8" cement board on --------- foundation walls `----------------------------- -------------- --------- ---------- --------- ---------------------------------------- - walls ----- Double top Plate and Single Sole Plate. walls and ceilings in wet areas. Provide 5/8' Fire Rated ►'-� CIO 1/2" exterior Grade - Span Rated gypsum wall Board on walls and ceiling located as per --------------------------------- --------------- - ----------------- -------------- -------------------------------------, Continuous Structural OSB Sheathin code, manufacturers requirements and drawings. MAINTAIN REQUIRED SEPARATION DECK ON DT 2 HOLDO NS ! 2X8 DECK LEDGER Sheathing. q g SIMPSON DTT2Z I SEE DET. ON DWG 2 I Fastened per Fastener schedule. DISTANCE FROM ALL HEAT WITHIN 24"OF EACH END PRODUCING EQUIPMENT TO DETAILS ON DWG-2 1 R90512 ICE BARRIERS;. 81_011 Cn tyvec House Wrap or equal. COMBUSTIBLE MATERIAL AS PER . Vinyl Siding as per clients selection MANUFACTURER'S SPECIFICATIONS p, SELF-ADHERED POLYMER MODIFIED AND LATEST MECHANICAL CODE. TYR DECK FOOTING I T 1 installed per manuf specs and code. BITUMEN SHEET USED IN PLACE of SEE DETAIL ON DWG-2 �- , @ `/ Cont. load path strapping installed in accordance NORMAL UNDERLAYMENT AND 2X6 DECK JOIST @ 16"OC - - - - - - - - - 4'-4'/Z' 16'-3" 4'-4'/211 Z ,`_'; with drawings. Provide Fire Blocking in accordance EXTEND FROM THE LOWEST EDGES OF 2-2X8 TREATED GIRDER o ALL ROOF SURFACES TO A POINT NOT F--�1 i- CS with R302.11 & R302.11.1 and LESS THAN 24 INCHES INSIDE THE 40'-0" 25'-0" .� M Draftstopping per R302.12 & R302.12.1 EXTERIOR WALL LINE OF THE BUILDING. ._ rn o ON ROOFS WITH SLOPE EQUAL OR GREATER �„� bq .a 00 THAN 8/12, THE ICE BARRIER SHALL ALSO BE x .� APPLIED NOT LESS THAN 36" MEASURED ALONG TYPICAL FOUNDATION 4 o r� THE ROOF SLOPE FROM THE EAVE EDGE OF THE IN ACCORDANCE WITH CHAPTER 4 T BUILDING TABLE R404.1.2(8): G tn LADDER&STEPS R310.2.3.1 8" CASTIN-PLACE WALL WITH TYPICAL ANCHOR BOLT -R403.1.6MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH WINDOW WELLS WITH AVERTICAL HORIZONTAL REBAR PER TABLE NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST : .Q � DEPTH GREATER THAN 44 INCHES R404.1.2(1) - SEE DWG-1 NOTE #6. 8'-0" FOUNDATION WALL HEIGHT ONE BOLT-12"MAX AND 3-112"MIN OFF ENDS OF PLATES. SHALL BE EQUIPPED WITH PERMANENTLY AFFIXED LADDER OR STEPS USABLE ON 16„ x 8„ CAST-IN-PLACE CONT. WALL FOOTING' 1. Walls 24 inches total length or shorter connecting offset braced wall panels shall be anchored to the foundation with not fewer than one anchor bolt WITH THE WINDOW IN THE FULL OPEN 2 - 2 x 6 ACQ SILL PLATES COPPER TERMITE FOUNDATION PLAN P POSITION. RUNGS SHALL HAVE AN located in the center third of the plate section and shall be attached to adjacent INSIDE WIDTH OF AT LEAST 12 INCHES SHIELD, EXTERIOR DAMP-PROOFING, ALL — braced wall panels at corners as shown In Item 9 of Table R602.3(1). SHALL PROJECT AT LEAST 3INCHES FOUNDATION FOOTINGS TO EXTEND TO SCALE: 1 /4” — V-011 2. Connection of walls 12 inches total length or shorter connecting `'; FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES ON-CENTER VIRGIN SOIL & BE FULL HEIGHT OR STEP offset braced wall panels to the foundation without anchor bolts shall be permitted. a ` VERTICALLY FOR THE FULL HEIGHT OF The wall shall be attached to adjacent braced wall panels at corners as shown in 1�°�,, 01� 1� 3 THE WINDOW WELL, FOOTINGS 1 V TO 2H y Item 9 of Table R602.3(1). � � Gy . ROOF JL 4" VTR VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL 2„ EXTEND MINIMUM 6"ABOVE 2" THE ROOF OR 6"ABOVE THE - ANTICIPATED SNOW ACCUMULATION. 3" - P3103.2 FROST CLOSURE: 3 WHERE THE 97.5%VALUE FOR 1 1/2" :1 1/2":' 1 1/2" al 1/2't 1 1/2'. 2'. OUT-SIDE DESIGN TEMP IS 0 DEG F WASHER OR LESS.VENT EXTENSION THROUGH A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE • Floor IN SIZE OF THE VENT SHALL BE MADE 2 ND FL. 3" Drain NOT LESS THAN 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. SOLAR ENERGY SYSTEMS 2" 311 3" 2" Z fJ CHAPTER 23 & (R324) 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS WITH CHAPTER 23 AND THE FIRE CODEE OF NYS. SHALL BE DESIGNED AND INSTALLED ACCORDANCE 3„ ;•., 311 MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 _, SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. ?" 2" PANELS SHALL BE LISTED AND LABELED PER UL 1703. - - - •., : 311 3„ SOLAR READY ZONE: .1 1/2" 3" ; 1 1/2'; 1 112" : 1 1/2" IN ACCORDANCE WITH APPENDIX T DW 2" ' THE TOTAL SOLAR-READY ZONE AREA SHALL BE `2 1 W NOT LESS THAN 300 SQUARE FEET NOT INCLUDING 1ST FL. I (� ACCESS OR SET BACK AREAS AS REQUIRED BY THE INTERNATIONAL FIRE CODE, 2" r U z ROOF AREA ORIENTATION SHALL BE BETWEEN4" FAI 311 110-270 DEGREES OF TRUE NORTH. W 3„ 9 C) CONSTRUCTION DOCUMENTATION To a New Suffolk County Q CERTIFICATE REQUIRED PER T103.10 CO / • Approved Sanitary System 4„ PLUMBING RISER DIAGRAM � -� W � ROOF PLAN Not to Scale -- z SCALE: 1/811 = 1'-0" 65'-0" — �' W W „ � " 0) 40-0 ------------------ L.1..1 O c • O _ = EL5 ------------------ `C 1 81-011VENT CLOTHES DRYER (vIt IN ACCORDANCE WITH 8'� O 0 LO (0CHAPTERI5-CLOTHES DYERS EXHAUST. r O PROVIDE WATER-PROOF 0 co r^ m cep PAN WITH CURB&DRAIN TEMP - u_ SAFTEY GLASS 36x62-2 EGRESS 24X36 36x62 EGRESS 36x62 � 36x62-2 36x62-2 M y, C _Ln c E2 WALK-IN 2 x8 3 1/2"x 9 112"LWL I 3-1/2"x 9-1/2"LVL 3-1/2"x 9-1/2"LVL m o f i2 CLOSET = mom' s' �wo � °`oL O U VENT CLOTHES DRYER AN Bedroom #2 / c 73 oC ° o \ IN ACCORDANCE WITH N _ N 8'-0"CLG HT / N c � a= Q=1D o CHAPTER I5-CLOTHES DYERS EXHAUST. \ TOILET ABOVE i9 _-90 c oc 2 '0_0 N m 0 `o lit-Oil5-8'/2 -0 2--0- 1 14-0'/z --- - -- ---- -- co � C 2 a U \ '114" 1 1 " ' 1 +1 UO / _ 1 �� d �.J\�_� L CO V O OL �.a - KITCHEN °yN° � t = �3 �f 5 2 3/2 Zo 2 ° 5/2I DINING ROOM - 0 I N N a� a N O \ ,� - M CO N @) / N <,) D CV I ta.=.c= NAo0.3 `oE O). c \ N fn Ln Lu �`\�j W En v / I L U (6 L E O m TJI 230-9.5"-Floor Joists(a)16"oc Ln cM -N B m c U ` M LL V, ~ �',^O _ o o ----- c0 J ��Q ' L y Q c m a� o F- o r-----1 / mcoEm moCO � L.. E' \ 5'-0" Q z g �% / N o x Cl) 3'-0" �� t- v u�m S IL m E a.5 0 0 Bedroom #4 - 0 w ` C\1 L) R302.5.1 OPENING �X _ M c �, o PROTECTION. 8'-0"CLG HT O HALL cfl N X / M 8'-0"CLG HT N c� Q\VC4 � PLUMBING WALL INSULATED SOLID2x10 RAFTERS nu 16"oc M ABOVE CORE STEEL DOOR,.DN /o _ 2-FLOOR JOISTS ___--6Z' __ 4'-3Y" 3''S'/" WEATHER STRIPPED& J 2-2x10 2 iv 2x10 RAFTERS 1 "oc - - - - - - - — - - m® 16 1 SELF CLOSING DEVICE. Cn in - - --------- , 11 M -----n--- , w ~ w a FLUSH 5-� / - (2)1-3/4"x 9 1/2"L L FLUSH CV O O u o F N - - - --------- o w ° ° ° ° = 0 2 FLOOR JOISTS -� ' 2x12 RIDGE O - - — - — - 2x10 RIDGE _ _ 7-6/2 N ,� ---,-1/2" 4,-1„ - - - - - BOARD - - - - - - � �2x8Raftersnn 16"oc N M 21-011 14-7 3-4 M t0 9---� --------- O -, M U' O fvv o � N o TOILET ABOVE - '- -- - 3'/z" UOFAN w F = . =-------- � _� ----------- F=/M: - R-21 BATT =' N 11'-0" ® x. D-------- o o WALK-IN ----- --- INSULATION U \ CC N 0 cu is ° \ CLOSET _ 2'-0" -'° cX., O M -----' w M to 3-1-3/4"x 9-1/4"LVL FLUSH o x v „ --------- `- rn - - - - - - - — - - Q -------------------- 2-6 Ua -------- 2'-8'/�' '-0' 3'-8'/2" 24:87? N LIN ----- -X------------- O N `n_w CL BEARING WALL ABOVE! ----- ¢ 51/2" ; GARAGE 3,/„ 11'-3'/z" / '- '/z" - '2 -- W �~ 12'-6'/z" 2'-3" 5'-1?'o cv ------- J DWELLING GARAGE SEPARATION IN / U_ - r UL LISTED GAS 2 3'/° Q z g , „ o ❑O X PRE-FAB FIREPLACE a ° ACCORDANCE WITH TABLE R302.6 �> a w O _ -6 L "' GLASS DOORS& ° =N ; SEE DWG-1 FOR TABLE INSULATE MIN.HEADRM o U -N __ c? cfl N \ WALLS COMMON WITH LIVING ` X HEARTH EXTENSION a ----- A CLEARANCE - N o X 4 -1 ' AREA. PROVIDE:HEAT ' I / AS PER RESIDENTA�IL o \ @ STAIR 6'-8" -- ---- N N o Cn DETECTOR PER R314.2.1 �Q zo f CODE-CHAPTER 110 g , ^�`Z`/ -4�/ \Oy _ VENT TO EXTERIOR J UP 15R F _ FAMILY i i o 2 �' ROOM L 04 5��,� ti _� o °o i (2)1-3/4"x11-7/8"LVL LIVING ROOM o " ,� M N O Bedroom #3 = :N Bedroom #1 1 ' N 0i 6 - I - a - — -- --- _ I z T-6/2" a \ m — — — — — — _ — 192X84 8 PANEL _ _ _ — W 9 �TJI 230-9.5"-Floor Joists Ca. 116"oc u- N o o - - - - -- W Q 8'-0"CLG HT N 8'-0"CLG HT o M 1 M M l>7 3 N ti TOILETABOVE `� W M °_ ~ W 0n J � _ q FAN 23'-7'/z' = 15'-0" 1 C U > Q 14'-9" 2'-4" M eN N ® 5Yz' '—j D 2-2x8 2-2x8 2-2x10 2-2x8 2-2x8 5+/2" 2-2x3 2-2x8 3'/Z" 2 2x8 2 2x8 2-2x8 �51/ ' EGRESShl EGRESS \ EGRESS 2 z _ _ _ _ _ 3_6x62 — — _ _ _ 3_6x62 _ _ _ _ _36x62_ _ — — — _ 3_6x62 — _ _ _ _ —x— _ _ — _ _ - TEMP 36x62 36x62 36 62 36 62 SAFTEY GLASS _ - WOOD Frame Entry with x6 raft2x4 Cs lin oc 4 - and 2x4 Cieling Joists 16"ocLn h X8 POST --TYPICAL RAILING .. 2x4 TOP RAIL - --------- 2x2 BALUSTERS @ 4"cc 2x4 BOTTOM RAIL 4x4 POSTS @ 5'0"oc. 5'-6" 7'-0" 7'-6" 7'-6" 7'-0" 5'-6" N 40'-0" 4,_0" 41_011 t� lo 0 5'-6" 7'-0" 7'-6" 7'-6" 7'-0" 5'-6" 4'-6" 16'-0" 4'-6" Z 40'-0" 25'-0" H R312.2 WINDOW FALL PROTECTION NOTE: s~ rn Ua TOP OF THE WINDOW SILL SHALL taA 0C .0 WINDOWS SPECIFICATION: A zs oo � 9' - PLATE HEIGHT S Smoke Detector 4 ,,/ BE AMINIMUM OF 24"ABOVE THE FINISHED Plans indicates ALLSIDE Double Hung Vinyl Windows O nJ x .� N 4 FLOOR AND GREATER THAN 72"ABOVE THE and shall be In accordance with R609 Carbon Monoxide Detector 9' - PLATE HEIGHT ® w FINISHED GRADE OR OTHER SURFACES 2ND FLOOR PLAN To be designed & installed as per manufacturers C0 Refer to DWG-1 General Notes BELOW ON THE EXTERIOR SIDE OF THE 1 ST FLOOR PLAN BUILDING. SHALL COMPLY AS FOLLOWS: II I II specification for the specified ultimate design wind speed In accordance with Section 915 of the SCALE: 114 = 1 -O and Table 301.2(2) 301.2(3) 2020 IFC, R314, R315 of the Residential 1 I� � �� O N . R312.2.2 WINDOW OPENING CONTROL DEVICES: Glass Type: Low E�with a minimum U :5 .30, SHGC :5 .30 code of NYS SCALE: 114 _ 1 _p !��Y��p ,Cys WINDOW OPENING CONTROL DEVICE SHALL AREA SCHEDULE EGRESS: shall meet R 310 [NYj 915.3.3 Residential Buildings and Commercial Buildings With an Attached Motor Vehicle Related Occupancy COMPLY WITH ASTM F 2000. THE OPENING 1 WINDOW FALL PROTECTION: shall meet R312.2 AREA SCHEDULE DEVICE AFTER OPERATION TO RELEASE THE NAME AREA Substitutions made upon meeting Code. Carbon monoxide detection shall be installed in a central or otherwise approved DEVICE SHALL ALLOW THE WINDOW TO location In each occupiable space in a commercial building and within 10 feet of NAME AREA I SECOND FLOOR AREA 1280.0 sq ft. * .t,�r,.=wi FULLY OPEN TO MEET THE CLEAR OPENING See page one, general notes for additional the entrance to sleeping areas and sleeping units in residential buildings �fv_ and commercial buildings that: FIRST FLOOR AREA 1280.0 sq ft. _ ' AS REQUIRE TO MEET EGRESS R310.2.1 code requirements. 1. Have a communicating opening with an attached motor vehicle related occupancy, GARAGE AREA 550.5 sq ft. use* 01ntg,A0 2. Share one or more common walls with an attached motor vehicle related occupancy,or ,z- 1, - ..' 3. Are located one story above or below a motor vehicle related occupancy. CONT. RIDGE VENT 12 12 12 12 ASPHALT SHINGLES 12 $ � $ 12 GUTTERS & LEADERS AS REQUIRED TYPICAL Top of Plate op_ Plate ® W FTTU 12 o Z ;; W 12 p 0 LLJ (/) aLi � w 0 ToD of ubfloor To Subfloor r z —`I`o _ ate To ote- - _ LO Vinyl Siding L. _ — C _ WzJU C) WO 0 � LO ° � - 0 � QLD O D o � � ~ Om � � Cfl LO U) LLU1 to O O = 1 N Top of_ ubfloor Topp of Subfloor �,° o To of oundation _ Topf oundation ' c Y -N ° L - FINISHED GRADE FINISHED GRADE ' L N o I I ° yU., 3 os U 00 I I I I I i i I L"Lc 00 ECAP I � 2= N" ° Bottom of D RESCUEo ° 0 0"3=0QNDOWWITH WELL °Li Footing I ` 0 36" below I — — — — I I ( 2 =.NNS � Cc _ _ _ _ _ _ _ _ _ _ _ _ _ _ To of ootin Grade Minimum L J I — — — — _ _ _ _ _ _ _ _ — — — — — — — I_ _ _ _ _ I_ _ — — — — _ I r c r C c 2 ° ° ocmaEm am 0c)� �' — — — — — — — — — — — — — — — — — — — — — — — — —) ] Top o Footing F ° w co a- P co E EL o a LEFT ELEVATION REAR ELEVATION SCALE: 1 /411 = 1 '-0" SCALE: 1 /4" = 1 '-0" CONT. RIDGE VENT 12 12 12 co 12 ASPHALT SHINGLES 12 $ � � $ LO 12 cD 1 GUTTERS & LEADERS AS REQUIRED TYPICAL Top Pla e To f Plate -- - -- _ -- - _- - - — -- �. �___._.- :_- N - - - - W 6 0 CONT. RIDGE VENT zz x coW — - - 12 o w 12iu v > J Q 0 12 $ 0 12 w wI F7T11 U coco ASPHALT SHINGLES - - -- ----- --II_ ---- Top of Sub f or To f Subfloor OR f p to pTte -- 0 0 [� R, '--� ¢ o Top of Su loor To f Subfloor .� rx Top ofOc Foun atio ________—___ To of Foundat n bA .a ct ®.a....._.».w... _�.....Y=7_777...�.�._.:,....,,._. -............�.'='T.. 11 LI o I I I I o c4+ R., t I I I I I I y l I FRONT ELEVATION , E . RIGHT ELEVATION L L J �V, I SCALE: 1 /4" - 1 '-0" I I I SCALE: 1 /4" = 1 -0 ' *.:,, ToTop g I I 1 I r� o i , o —of Fooling _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — To f Footing , — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — — — — 4� F- ' ��y, I - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - � � _ _ _ ] �', l COt1T111U0LISLY'PHE=THED" /E�R�CED :=LLLItIE E_-r-e ALL LI',c �. 70BRACED WALL PANEL � PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-13 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP e HOLD BRACING METHOD Fc-T Fp` DO:.rICS WSP CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT) 24 24 32 32 25 24 24 32 32 F='•.EL=T E',:!V E,• DE%T_-E ERL GED:'r=.LL P-J IEL=.T WOOD STRUCTURAL PANEL ac.^'=,,•CLL =-.E7,`:=LLLI E EIC GF ER4CED::L,LL LII1E DETAIL #1 ON DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 30" 24" 24" 24" 24" END CONDITION 1 END CONDITION 2 COt;-I1X0, 14 CCS-P F CONTINUOUS SHEATHING TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 11 11 13.8 13.8 6 6 6 8 8 PORTAL FRAME '// % jf� DETAIL#3,DWG-2 TABLE R602.10,3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c / 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 GB GYPSUM BOARD 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 BRACED WALL NOTES: REFER TO DETAILS ON DWG-2 3. WALL HEIGHT 95 .95 .95 .95 1 .95 .95 .95 .95 FOR HOLDOWNS,STRAPPING,BRACED 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 U WALL DIAGRAMS AND DWG-1 E'r OF BR.-:FC :-LL L!rz- FOR NAILING SCHEDULE. ALL BRACED 7 WALL PANELS SHALL BE FULL-HEIGHT 5. ADDITIONAL HOLDOWNS NA NA NA NA NA NA NA NA NA L END CONDITION 3 END CONDITION 4 SECTIONS OF WALL WITH NO VERTICAL W OR HORIZONTAL OFFSETS. 6. GYPSUM BOARD OMITTED NA NA NA NA NA NA NA NA NA Q REQUIREMENTS !D Return panel: 24" for b,aced wa:l {fines sheathed vr`t'1 7. GYPSUM BOARD FASTENING NA NA NA NA NA NA NA NA NA Q v:eood structural {cane"s 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH >-. W 212" for braced wa'I hies sheathed w; 11 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 8. HORIZONTAL BLOCKING IS OMITTED NA NA NA NA NA NA NA NA NA O / 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 Z st�uGtu'a'flberboa�d 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET. RESULT REQUIRED BRACED WALL LENGTH (FT) 10.5 10.5 17 17 7.8 11.4 11.4 7.6 7.6 Q Distance D: 24" for braced wail lines sheathed w'Lth 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL z - vxod structu,a' panels THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS, TABLE R602.10.5 page 187 CONTRIBUTING LENGTH W 7 J 0 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH L 32" fcr braced vera"I Imes sheathed v�rt'1 (/� O � co END OF A BRACED WALL LINE PER PLAN BRACING LENGTH PROVIDED (FT) 17.33 21.16 19 23 8 16 16.10 12 12 W structu�a'fiberboard END THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL ,J ''`` •" F"'e'- PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE , O E LO END CONDITION 5 o n s COMPLIANCE YES I NO Y Y Y Y Y Y Y Y Y `C 'Zt Hold-down U00 lbs ca, acsty fastened to file edge of the R602.10.2.2 p device: G'raced vara" panel c'asest to the corner and QO c0- to the fcindat on or f cc,framing be'ow LO L.L For$I:1 inch=25.4 mm, 1 foot=305 mm,11h=4.45N co CO 000 FIGURE R 6 Q 2.1 Q.7 a.Linear interpolation shall be permitted b.The total adjustment factor is the product of all applicable adjustment factors. END CONDITIONS FOR BRACED WALL LINES c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines WITH CONTINUOUS SHEATHING provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. E o - C 2 N O O O E i2 LSLO. E21 S ° a O L L n N : Q I O � C C C D. O U o) C f0 f6 N Q ► m r ' _ fin °' Lo. o-= 0 J J J y0o a ° - rn ° o ° ' O C O C y = N O Y M i m l m m l 0r � a 3 L - i 3' / 11 / 11 1 I1 C O 0 0 C N to O mm p, 41-011 321-011 4-0 „ „ 1 ,1 11 a ° C L 4-0 32-0 25-0 4-0 �� ° U ° ° �" `° �� dI N•- C Co L d O C = N L 0 0 0 4'-0" 41.011 I 61-0%" 3-4 15/32 41_011 =z� O w Q C C CD 2 C Q) O N N -= N O O LEn O C d E f6 N'O U.. U IA co ,S H co E m- O a CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP F_ CS-WSP 7 CS-WSP CS-WSP a IU a U)U) _ - - U' ,C1 0 1 1 1 1 1 d C/) 1 U) UC:)C:)BWL 2-1 U U BWL 1-1 U 4-0 �n - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - CS-WSP CS-WSP I I I I U o I (A U - - - - - - - - - - - - - I 0 I 1 I I I a rl o � o ------- C14 LU "t --------- u gt -------- N I- UU - ------ - O o ° --------- o ^ rn O -1 o -1 '•L --------- z W N \/ --------- N N ' --------- W Q Q LLI o _________ \\ LLI U) --------- --------- \/ -1 U / ----- ---- --------- /\ W W U --------- o I I I I --------- U) Oj I I /yAJ V U I BWL 2-2 - - - - - - - - - - - - - - - - - - - - - - o - - - - -BWL1-2 - - - - - - - - - - - - - - - - - - - - - - - - - - L - - CSWSP - - - - - - - - - - CS-WSP - cj U U 2-2X8 2-2X8 CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP 'd tw OC 4'-0" 4'-6" 4'-61 � N � 4'-6'/2" 4'-5'/211 3'-13/" 3'-13/" O M Cl kn 4'-0" 32'-011 4'-0" 4'-0" 32'-011 1' "--� U J w;,G�OAF 2ND FLOOR WALL BRACING PLAN _ 1ST FLOOR WALL BRACING PLAN SCALE: 1/4" 1 s - -0,/ SCALE: 1/8" = 1'-0" , 1-z ! � ' eve C1f