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HomeMy WebLinkAbout52096-Z ho��OF SOUTyo`o Town of Southold * * P.O. Box 1179 ,0 53095 Main Rd 00urm Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46449 Date: 08/29/2025 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 515 Gin Ln Southold, NY 11971 SecBlock/Lot: 88.4-5 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/20/2025 Pursuant to which Building Permit No. 52096 and dated: 07/11/2025 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: "As built" partially finished basement to an existing single-family dwelling as applied for per NYS Petition No. 2024-0545 ,dated 5/29/2025. The certificate is issued to: Anthony Farino , Christine Farino Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52096 8/13/2025 PLUMBERS CERTIFICATION: gAuto ' ed Signature �aofsouryo TOWN OF SOUTHOLD BUILDING DEPARTMENT • �� TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52096 Date: 07/11/2025 Permission is hereby granted to: Anthony J Farino 18 Ron Ct Commack, NY 11725 To: legalize an "as built"finished basement to an existing single-family dwelling as applied for per NYS variance. Premises Located at: 515 Gin Ln, Southold, NY 11971 SCTM#88.-4-5 Pursuant to application dated 06/20/2025 and approved by the Building Inspector. To expire on 07/11/2027. Contractors: Required Inspections: Fees: As Built Alteration $1,132.00 CO-RESIDENTIAL $100.00 Total $1,232.00 L— :ing Inspector pF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anthony J Farino Address: 515 Gin Ln City: Southold St: NY Zip: 11971 Building Permit#: 52096 Section: 88 Block: 4 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Greg Smith Electrical License No: 3103ME SITE DETAILS Office Use Only Indoor � Basement Service (— Solar r Outdoor r 1st Floor r Pool F Spa r Renovation I— 2nd Floor r Hot Tub r Generator r Survey Attic r Garage Battery Storage I— INVENTORY Service 1 ph F Heat Duplec Recpt 8 Ceiling Fixtures Bath Exhaust Fan Service 3 ph F Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 7 4'LED Exit Fixtures Other Equipment: Fresh Air Fan, (3)115 Arc Fault Breakers Notes: " AS BUILT NO VISUAL DEFECTS." Basement Wiring Inspector Signature: X Date: August 13, 2025 Sean Devlin Electrical Inspector sean.devlinl�i-)town.southold.ny.us 515GinLnBasement oF soulyOlo # TOWN OF SOUTHOLD BUILDING DEPT. °`��o�►�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [X.FINAL PLBG. [ ] FOUNDATION.2ND [ TION/CAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: toC -�- ©y DATE ANSPECTOOKA/ 1vt"', OP SOUTyOIo - # TOWN OF SOUTHOLD BUILDIN DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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 [ ] ' RENTAL REMARKS: 4 !/ 4- P Me o n 4- k� rcoLl-- J�?Ac� DATE / INSPECTOR R , STATE OF NEW YORK DEPARTMENT OF STATE KATHY'HOCHUL ONE COMMERCE PLAZA- GOVERNOR 99 WASHINGTON AVENUE ALBANY,NY 12231-0001 WALTER T. MOSLEY WWW.DOS.NY.GOV SECRETARY OF STATE SOUTHERN REGION—BOARD OF REVIEW ------------------------------------- In the Matter of the Petition of: DECISION ANTHONY FARINO For a Variance to the New York State Uniform Fire Prevention &Building Code PETITION NO. 2024-0545 Upon the application of Anthony Farino and upon taking testimony and hearing argument thereon at a duly noticed hearing before the Southern Region Board of Review,this meeting being held via videoconference at the Perry B. Duryea Jr. State Office Building,250 Veterans Memorial Highway, Room 4A9A, Hauppauge, New York, 11788, on Thursday, May 15, 2025, and upon all other papers in this matter, the Board makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT This petition pertains to an existing, detached, one-story, one-family dwelling of wood frame construction, located.at 515 Gin Lane,Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 19 NYCRR, Part 1220, Ref.2020 Residential Code of New York State,Section R310.1 which requires that, Basements, habitable attics and every sleeping room shall have not less than one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, an emergency escape and rescue opening shall be required in each sleeping room. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way. (The petitioner wishes that a side hinged door in the garage be allowed to serve as the emergency escape and rescue opening for a basement recreation room at the garage level and is appealing the code official's determination in this matter) FINDINGS OF FACT 1. The dwelling that is the subject of this application has a basement with a two-car garage. NEWYORK Department STATE OF OPPORTUNITY. of State Petition No 2024-0545 Page 2 2. The basement with a habitable recreation room and non-habitable spaces is located adjacent to and intercommunicates with the two-car garage at the basement level via a doorway.The basement intercommunicates with the main living floor above via an interior stairway. 3. The basement does not have a bedroom. 4. A side-hinged door located on the outside wall of the basement garage allows walkout access to grade. 5. The Code Official with jurisdiction believes that the noted side-hinged door located in and providing immediate access from the garage cannot serve as an emergency escape and rescue opening (known as an EERO)for the habitable basement. He is supported in this by an opinion letter from the Department of State dated June 5, 2024. 6. Section R310.1 of the 2020 Residential Code of New York State states,"Where basements contain one or more sleeping rooms, an emergency escape and rescue opening shall be required in each sleeping room." It only indicates here that an EERO needs to be located in each sleeping room. It is not uncommon for a basement EERO for a recreation room to be located in an adjacent basement room. 7. Section R310.1 of the 2020 Residential Code of New York State also requires that, "Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way." It doesn't require that the EERO be located directly from habitable basement rooms aside from bedrooms. 8. 19 NYCRR Section 1205.4(c)states that in cases before a regional board of review on appeal, the board may fashion suitable remedies so as to do justice among the parties, including but not limited to: (1)where an order or determination has been made; sustaining, reversing, or modifying, in whole or in part, such order or determination. 9. The board considers the layout as described to be code compliant with respect to R310.1 of the 2020 Residential Code of New York State if there is no bedroom in the basement. 10. The board has concerns that an egress path through a garage could be hazardous and recommends that that emergency lighting be installed in the garage'with striped,dedicated;, Petition No 2024-0545 Page 3 uqobstruct_ed_path_to_the existing side-hinged EERO door in this matter. Alternatively, an EERO could-be,installed directly`f(omhehabita-b—eteroro tfrrn-tMe b aseme t. CONCLUSION OF LAW In view of the above findings, the Board sustains the appeal in favor of the Petitioner and therefore reverses the determination of the Code Enforcement Official. The granting of this appeal will not substantially adversely affect the Uniform Code's provisions for health, safety and security. DETERMINATION WHEREFORE IT IS DETERMINED that this application appealing the determination of a code enforcement official with respect to 19 NYCRR Part 1220, Section R310.1, is hereby GRANTED in favor of the petitioner. Chair Robert Peterson, and members, Andrew Haimes, Erika Schaub, Richard M. Bivone and Lara Bousleiman all concur. So ordered. 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No. CA 1 QA115AFC c.,f� v..c^f•�.�o�en OA �ff�n�.c•1^�i-.�.:o^,��LGe I I�II I�I II I I'll IIII I I I I l 1 AJBXF233 8 87621 21620 7 N003YA Combination Type Arc Fault A03 Circuit Interrupter _- Z INSTA-WIRE' - W poles. �l J Volts A.0 W1201240 Type: QAF2 IMM Qty Cat. No. �1 QA115_ AF� S�TIns InEus4Y one Puc^bee�c r+ �A 87621 21620 7 NOONKW 8 1O YEARSMoy ON IpE CARB NRM *C1 D D -- At.bi v4MALKLY !illy! Q+ HARDWIRED NEVER-CHANGE . D '1 BACKUP BATTERY SMOKEDETECT CARBON MONOXIDE ALARM 10 YEAR SMOKE AND CARBON MONOXIDE ALARM BATTERY 10 YEAR CHIRPS NEVER-CHANGE BACKUP BATTERY INTER p'M E R!C CONNECTED ALARMS = � I C O ? !TKIDDE REDUCED RF SAE Images are representative or Actual product may vary sligl, NUISANCE ALARMS u�✓ SELF TESTING FIELD INSPECTION.REPORT DATE COMMENTS FOUNDA,riON (1ST) -------------------------------------- --- FOUNDATION (2ND) ------------- O 00 ROUGH FRAMING & --------- PLUMBING INSULATION PER N. Y. STATE ENERGY CODE --- ---- ........... .... ......- ----------- lu '--4 FINAL ADDITIONAL COMMENTS 0 --------------- ........... X ............ TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 -1802 Fax (631) 765-9502 https://www.southoldtownny.a Telephone (631) 765 _ps://www.southo dto y. ov Date Received APPLICATION FOR BUILDING PERMIT D E u" E'* I V E For Office Use Only JUN 2 0 2025 PERMIT NO. S Building Inspector: Applications�and forms m`u'stbe filled outain their-entirety Incomplete p;;R 7" Building Department Town of Southold applications will an ns'� owner, Author�iation form(Page 2)shall be completed; Date:6/1/24 tOWP Ty t" NER Name:Anthonv Farino SCTM#1000-88-4-5 Project Address:515 Gin Lane Southold, NY 11971 Phone#:516-805-8092 Email:anthonyj2!2n.farin2_@gTall.com Mailing Address:515 Gin Lane Sothold, NY 11971 A Name:Anthonv Farino Mailing Address:515 Gin Lane Southold, NY 11971 Phone#:516-805-8092 Email:anthony john.farino_@gmail.com — DESIGN"�,'kbFESSIONALINFORMATION Name:Louis J. Santora, R.A. Mailing Address:204 5th Street St. James, NY 11780 Phone#:631-338-7200 Email:Isantora4_22@.gmail.com p RMAT-10M,NT.,q 0K)'N'F0 Name: Mailing Address: Phone#: '�MESCRIPTION,',,"FjPR0P0 9 E DCONSTRUCTION J 9 E]NewStructure ElAddition DAlteration E]Repair ElDemolition Estimated Cost of Project: 20ther maintain partial finished basement for habitable space recreation room-no plumbing work $ Will the lot be re-graded? DYes ®No Will excess fill be removed from premises? E]Yes ®No 'R ywk I F RM r :r � �, � � e P,ER N O ATION �^ PRO TY ' � "sr 2 R Existing use of property:singLe-familv dwelling Intended use of property:Sin a famil dwellin Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ANo IF YES, PROVIDE A COPY. �mm .mmtt 8 Check Box After Reading The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by ,Chapter 236 of the Town Code.`•APPLIC/kTION IS HEREBY,MADE to'ttie Bwlding Depa'rfinent for the,�ssuance of a Building Permit pursuant,"to the Building Zone ordinance of the Town of Southold,Suffolk,County,,New�York and°other applicable taws Ordinances or'Regulation's,for the construction of buildings, ' additions,alterationsorfor removal or'd�emolition as herein described The applicant agrees to^comply with all applicable laws;°ordinances,buildinecode, �=,housmg,code and!reguiations"and to admit author zed,i tors on:premises"and m buildmg(s)for necessary inspections,False statements made herein are. 2>«aifi"t a, r.+s• a;; an q- �i punishable as,a Class A misdemeanor pursuant,to,Section 210 45 of the New York State'P.enal"Law. Application Submitted By(pri name • 0�1 r ❑Authorized Agent ❑Owner Signature of Applicant: / Date: g pp � STATE OF NEW YORK) SS: COUNTY OF Su- al�� ) ar,n 6 being duly sworn, deposes and says that(s)he is the applicant (Name of individ I signing contract) above named, '(S)he is the (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 3 day of Uu11 e 120 tary Public MARGARET NAPPI WTARYUBUC,STATE OF NEW PROPERTY OWNER Al1THORIZATIO Re9Pstraton No.O NA6374843D RK Qualified In Suffolk Comity (Where the applicant is not the owner) Commission Ex iresMa 07,2 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 1 1 1 OS�EFplxc BUILDING DEPARTMENT-Electrical Inspector �Gy TOWN OF SOUTHOLD o ` Town Hall Annex- 54375 Main Road-PO Box 1179 c. . Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(aD-southoldtownny.aov - seande-southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Informatio Requi ed) Date: 6 Company Name: F Electrician's game: License No.: Elec. email: Elec. Phone No / ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMA N (All Information Require Name: AAA DAW Rn 09 Address: Cross Street: `•e Phone No.: %14 a Bldg.Permit#: 5rc-�-D9U email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Z 5-7 Circle All That Apply: Is job ready for inspection?: El YES❑NO Rough In Final Do you need a Temp Certificate?: YES XNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect QService Reconnect[]Underground Floverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Electrical Inspector 0- "z G� TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 orEl; Southold, New York 11971-0959 t4 .lTelephone (631) 765-1802 - FAX (631) 765-9502 1 �a� V jamesh(-southoldtownny gov seand pC�southoldtownny.goy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Requi a/d) , Date: �4 0 " Company Name: ` C ! � ' Electrician's Name: License No.: Elec. email: Elec. Phone No -15A 9 ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMA N (All Information Require Name: Address: - Cross Street: a , Phone No.: Bldg.Permit#: 5rc).D9Lg email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: �O5 Circle All That Apply: Is job ready for inspection?: ❑ YES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals F 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's Surface Sconces - H H's a,l`r �L UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments a4ALV, /---D) '"Y If� 7l SM,- �,D-S - 20qa I LL �ri, 53a. o-a � 1 t Generated by REScheck-Web Software Compliance Certificate Project FARINO FINISHED BASEMENT Energy Code: 2028 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 515 GIN LANE ANTHONY FARINO LOUIS SANTORA SOUTHOLD, NY 11971 515 GIN LANE 204 5th Street SOUTHOLD, New York St.James, New York 11780 631-338-7200 LSANTORA422@GMAIL.COM e Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.ross Area-, Req. . Prop. Wall: Solid Concrete or Masonry 833 13.0 0.0 0.083 0.087 61 64 Door: Solid Door(under 50%glazing) 90 0.200 0.320 18 29 Window:Vinyl Frame 4 0.600 0.320 2 1 SHGC: 0.40 Compliance Statement. The proposed building design described here is,consis nt" it the build' plans,specifications, and other calculations submitted with the permit application.The proposed build has b en esi need t eet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r uire is liste a REScheck Inspection Checklist. Louis J.Santora R.A. Name-Title Sign �\e, ,PMES S Date a qy�0 ;.A Project Title: FARINO FINISHED BASEMENTAl. Report date: 05/31/24 Data filename: 0 460� Page 1 of 8 T AO " ccOF NE`N T t s CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plans Verified Field Verified Pre Inspection/Plan Review Compliesz Comments/Assumptions;,a Value' Value 103.1, ;Construction drawings and �n3 � ' •'y ����� ❑Complies ;Requirement will be met. 103.2 documentation demonstrate �A. ❑Does Not [PRl]i energy code compliance for the building envelope.Thermal 9f � :°❑Not Observable , envelope represented on ur � = �' ��� �" = ❑Not Applicable ; ;construction documents. 103.1, Construction drawings and ,❑Complies ;Requirement will be met. 103.2, documentation demonstrate J❑Does Not 403.7 :energy code compliance for : `�' °r ❑Not Observable [PR3]1 :lighting and mechanical systems :s � .�� :Systems serving multiple ro `❑Not Applicable ;dwelling units must demonstrate :compliance with the IECC i F :Commercial Provisions. 302.1 . Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 40,3,7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]z on loads calculated per ACCA 1 Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not A ;approved by the code official pplicable ; f ' 1 Additional Comments/Assumptions: 1 JHigh Impact(#ier 1). ', �5 Mediu`m Impact(Tier 2) '3"1 Low Impact(Tier 3) Project Title: FARING FINISHED BASEMENT °u �ay •"3' ' J`. V ' Report date: 05/31/24 Data filename: ;� °°� �;� ;; .'fr.* y `' Page 2 of 8 '_ vv .d9ectlUn* �m"4da - Flet a N P1�ns Verlfeed d Uerlfled a #� Faaming l 6tough In Onspectl+an� C,mrnplle Carr2ments/AsWrmptlons-°� 402.1.11 Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 j❑Does Not table for values. [FR1]1 ;❑Not Observable E ' ❑Not Applicable , 402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). :❑Does Not ;table for values. 402.3.3, ;❑Not Observable 402.5 402.5 ;❑Not Applicable 0 1 � ��' ' ]❑Com lies ;Requirement will be met. 303.1.3 ;U-factors of fenestration products r P q [FR4]1 ;are determined in accordance ❑Does Not `with the NFRC test procedure or I ' �„,gas ❑Not Observable 'taken from the default table. � ;w' "� ❑Not Applicable ; 402.4.1.1 :Air barrier and thermal barrier ' '❑Complies !Requirement will be met. [FR23]1 ;installed per manufacturer's ��� ❑Does Not instructions. n � ' ❑Not Observable t;❑Not Applicable 402.4.3 Fenestration that is not site builtiv� 11 ❑ omC lies ;Re uirement will be met. P q[FR20]1 is listed and labeled as meeting ❑Does Not.AAMA/WDMA/CSA101/I.S.2/A440 �� „ ❑Not Observable .or has infiltration rates per NFRCft ,400 that do not exceed code a' � ��p � � ❑Not Applicable limits. 4k02 IC rated recessed lighting fixturesWWA ❑Complies ;Requirement will be met. [FR76]� sealed at housing/interior finishlp ,�� ❑Does NotIn ; and labeled to indicate s2.0 cfm � i°l ❑Not Observable leakage at 75 Pa. r ❑Not Applicable 403 3 1 Supply and return ducts in attics � � ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ i R-6 where <3 inches.Supply and � � ,�� ❑Not Observable return ducts in other portions of k � ❑Not Applicable ; ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 rp, 'for< 3 inches in diameter. ❑Com lies :Exception:tion: Requirement is 403.3.2 ;Ducts, air handlers and filter - �t P p q ❑Does Not :not applicable. [FR13]1 boxes are sealed with :joints/seams compliant with s= � ' -]Not Observable `International Mechanical Code or W � ti :International Residential Code,as ❑Not Applicable :applicable. 4033 5 Building cavities are not used as j❑Complies ;Requirement will be met. [FR1513 ducts or plenums. ❑Does Not ❑Not Observable ; r� ❑Not Applicable r ' �403 4� " HVAC piping conveying fluids R- i R- ;❑Complies ;Requirement will be met. [rvFR17]� °above 105 °F or chilled fluids :❑Does Not W-1below 55°F are insulated to>_R- � S �, :❑Not Observable 3' ;❑Not Applicable 403 4 1 Protection of insulation on HVAC i ❑Complies :Requirement will be met. [FR24]1 ;piping. 4 = n ❑DoesNot d, 3❑Not Observable ; �oWEINot Applicable 403 5.- Hot water pipes are insulated to R- R- EComplies ;Exception: Requirement is [F 2 mi: >R 3. ❑Does Not Fnot applicable. Ft18]- ; ❑Not Observable ; y ;❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) [�:fl Low Impact(Tier 3) Project Title: FARINO FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 4 of 8 T T r 6J GCtlon w s ue, vk k�! a k " mAw m a # FO[1ndsitlon Inspect Ion k Coropile �� 8 �OtTit79@n5/1�5xU117p$1011ut N 11,,`l A protective covering is installed to ❑Complies :Requirement will be met. [FOl1]2�'J"protect exposed exterior insulation UDoes Not and extends a minimum of 6 in. below ;grade. :❑Not Observable: ❑Not Applicable i4039 �=Snow-and ice-melting system controls'❑Complies :Exception: Requirement is not applicable. �[J,, 127z �,installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: FARINO FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 3 of 8 Section, NNInsulation Y. ah sVerifidd ield V e ti fled-, �JrsP�tion� ' — Complies CI oiefit i/A ssumptionsv, Req.1D Value V lue 3b3,,i,, WI installed insulation is labeled ;Requirement will be met. ElComplie op� o�fg 10 ... .........V 11Uffi, �'!i or the installed R-values E]Does Not provided. E]Not Observable le NotApplicab 0 ID 402.1.1, Mall insulation R-value. If this is ai. R- R- ;E]Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the E] Wood E] Wood :E]Does Not table for values. 402.2.6 wall insulation on the wall ❑ mass E] mass UNot Observable [IN311 exterior,the exterior insulation 0 Steel E] Steel :E]Not Applicable requirement applies(FR10). 303.2 Vall insulation is installed per ElComplies Requirement will be met. [IN4]1 ;manufacturer's instructions. IE]Does Not "N" Not Observable E]Not Applicable Additional Comments/Assumptions: --- 3 11 High Impact(Tier 1) Medium Impact(Tier 2) Low impact(Tier:) Project Title: FARINO FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 6 of 8 Se'Ct1on M4' i L 9 7.sr atd L s> o* :." 4 Y r Plans Verified Field Verified Comphes',� �. "Comments/Assumptions.' # Framing/Rough Ina l nspection ;Value& Value A 403:6 'iAutomatic or gravity dampers area ,� t ❑Complies :Requirement will be met. [FR19J2 installed on all outdoor air e ¢y El Not r Intakes and exhausts. �� 5 ,' �� ❑Not Observable a : ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) :2,.%Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FARING FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 5 of 8 Section Plans Verified `field Verified, ,,, Final Inspection Provisions" valuer?: Valuer'%' ' ' Complies? ICommeiats/Assuenptoons &`Req..D 402.2.4 'Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3I1 iinsulation >_R-value of the :❑Does Not ;adjacent assembly. ' ;❑Not Observable , ❑Not Applicable 402.4.1.2 ',Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 `Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ;Exception: Requirement is [FI27]1 s determine air leakage with ft2 ft2 ;❑Does Not :not applicable. ;either: Rough-in test:Total 'leakage measured with a ; ;❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable iw.g. across the system including ; ithe manufacturer's air handler ; ,enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a ;pressure differential of 0.1 inch iw.g.across the entire system s including the manufacturer's air ; handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is [FI4]1 ;cfm/100 ft2 across the system or ft2 ftz ;❑Does Not ;not applicable. <=3 cfm/100 ft2 without air ; handler @ 25 Pa. For rough-in ❑Not Observable 'tests,verification may need to ;❑Not Applicable ; occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated j❑Complies ;Exception: Requirement is fi M mr [F124]1 'by manufacturer at<=2%of r �q( �� fIi�r� ❑Does Not :not applicable. design air flow. ; ❑Not Observable ' 44 ❑Not Applicable 4031 It°`Programmable thermostats ti ❑Complies ;Requirement will be met. t [FI9h t installed for control of primary °' `u❑Does Not heating and cooling systems and Not Observable h initially set by manufacturer to ❑ ' code specifications. []Not Applicable 40341 2 Heat pump thermostat installed ❑Complies :Exception: Requirement is on heat um s. � ❑ :not aPP licable. pump Does Not ❑Not Observable ❑Not Applicable 403m5 1 .`jCirculating service hat water " ❑Complies ;Exception: Requirement is [FI11]z isystems have automatic or ❑Does Not not applicable. �o accessible manual controls. r x rail �r � ❑Not Observable ❑Not Applicable 403 6 1 All mechanical ventilation system ❑Complies :Requirement will be met. [FI2i5]2� .,fans not part of tested and listed F ❑Does Not HVAC equipment meet efficacy and airflow limits per Table ;❑Not Observable „ R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [FI26]2 ithrough one-or two-pipe heating , ❑Does Not ;not applicable. systems have outdoor setback ; . ` control to lower boiler water f ❑Not Observable temperature based on outdoor 7 ❑Not Applicable ; temperature. 11 High Impact(Tier 1) 2Y Medium Impact(Tier 2) ,3 Low Impact(Tier 3) Project Title: FARINO FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 7 of 8 J Section' Plays Verified Field,Verified'. " # Final Inspection Prov�s�ons Complies? Comments/Assumptions` Req ID, "- �f&Pm � Zu,'ValUe rA/a�uG' fr 4�� x o� ;, a`w a . 403:5 1 1`l Heated water circulation systems �❑Complies :Exception: Requirement is have a circulation pump.The V� � � ❑Does Not :not applicable. system return pipe is a dedicated a � return pipe or a cold water supply ❑Not Observable =pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are � not present.Controls for "�P"circulating hot water system ,pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump , When water Is in circulation IOop y I5 at set-point temperature and no demand for hot water exists. �403`5 1 2, Electric heat trace systems "� �❑Complies ;Exception: Requirement is [FI29]z comply with IEEE 515.1 or UL ❑Does Not not applicable. ; .0515. Controls automatically o adjust the energy input to the . � x " 4� �,'=El Observable , heat tracing to maintain the ❑Not Applicable m:P desired water temperature in the piping. 4UZ 2 w o Demand recirculation water u a pa r ❑Complies ;Exception: Requirement is [F130]z 'systems have controls that ❑Does Not not applicable. manage operation of the pump ❑Not Observable ; �i and limit the temperature of theyto . ❑Not Applicable 'water entering the cold water Pp piping to <= 1049F. „% ) ". "� � �� ° � ���` � ❑Com lies ;Exception: Requirement is 3" 5 4 Drain water heat recovery units r p p q [FI31P ' tested in accordance with CSA ❑Does Not :not applicable. 1355.1. Potable water-sidehw �' a ' pressure loss of drain water heat z ; r 'f & ❑Not Observable ; recovery units<3 psi for []Not Applicable ; individual units connected to one ti�� = p x rF ��a or two showers. Potable water- side pressure loss of drain water " r cheat recovery units< 2 psi for �� 3Ai; individual units connected to a;three or more showers. 404.1 90%or more of permanent , ❑Complies ;Requirement will be met. [FI6]1 'fixtures have high efficacy lamps P []Does Not S a % ; ❑Not Observable , ❑Not Applicable 4"04 1 Fuel gas lighting systems have , u ° ,�. ^�" '❑Complies :Exception: Requirement is [FI23]31 no continuous pilot light. ❑Does Not :not applicable. .p �s .� �r n�gp� � �� ,n ^"fit '�A°�'a'�,�s1`��•❑Not Observable � ❑Not Applicable �s 4Q13 ` Compliance certificate posted. �q� �F � a;� �sr .❑Complies ;Requirement will be met. [FI7]2 ❑Does Not �a` v❑Not Observable ; s ❑Not Applicable 303 3 d ' Manufacturer manuals for � f :� '❑Complies ;Requirement will be met. [FI18]3 i mechanical and water heating ��s �� ❑Does Not Asystems have been provided. z �; a ❑Not Observable e.a a ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3`„ Low Impact(Tier 3) Project Title: FARINO FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 8 of 8 R Efficiency Certificate 115 Above-Grade Wall 13.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 0.00 Ductwork(unconditioned spaces): 6 Window 0.60 0.40 Door 0.20 Heating System• Cooling System• Water Heater: Name: Date: Comments , ------------------------------------------------- F------T--------------- 7 Z (L >- LU 0) z X lu L z LU m CO x 6A0 6/8 4/06/8 DUCTLESS I Doi"LEN POLL DOABLE LEAF N&L f__ >_ LU C-4 DWR REATI-ER DOOR UEAT14ER < 3: CONCRETE FOUNDATION WALL EXIST.C SPLIT A/H STRI92ED STRPM z CONNECTED TO L_ L(vu- HEALEAT PUMP _j >_ !=3 DENOTES MIN.R-13 T14EWAL ENVELOPE .7 INVERTER AT EXISTING SOFFIT 19 T-3'AFF DENOTES MR R-13 THERMAL ENVELOPE < U_ _j EX!MRIM LU —————————————————— ———————————- 23'-S 1/2" EXISTING EXTERIOR WALL Of • -—--—--—--—--—--—--—--—--—--—--—--—--—--—- EXISTING UNFINISHED BASEMENT LL ARE CD EXIST EXISTING TWO CA x EXISTING RECREATION ROOM 00 ENSURE FULL FIBER BATT INSULATION BEHIND EXISTING FLOOR JOISTS GARAG FORMER UNFINISHEC) EXISTING BAND HEADER BETWEEN FLOOR JOISTS TO INSIDE EDGE OF BASEMENT PERIMETER WALL 5ASEMENT AREA EXISTING CEILING 11-1m AFF PROVIDE MIN R-13 THERMAL ENVELOPE �ii ...... ... E ISTSTARUF` U! 603 Sa Fr. 84ALL SEPARATE STAIR AREA WITH -2-2"X 41 TOP PLATE ............. UNFINISHED BASEMENT AREA x --------- --------------------------------- W"TR DRYWALL CEILING . .......... TAPE AND SPACKLED ....... ....... . 00 .......... EXISTING GIRDER SOFFIT W-S'AFF-----'_�o ....... ---------- ------------------------------ -------- PROVIDE BUILT UP LANDING TYPICAL WALL PURRING AT PERIMETER FOUNDATION ..... .. ... .... -11 .. ... .... LEVEL URT14 BOTTOM STAIR EXISTING CONCRETE FOUNDATION WALL WALL: WE DETAIL RJR OUT AROUND COLUMNS MAD 4"1 AFF 3/0 CMD- DRYWALL FIN ...... 71 5 1 1�:�:�:IN&L 4--1 IF ........ ....... ------------------------------------------ R!"'m EXIST FUEL OIL Pit P: WX DOOR FISTWATE REA1 ER FIN.FLOOR OVER VAPOR BARRIER O%'ER ST"0 RA MED U! 7 ID EXISTING CONCRETE FLOOR SLAB 20 Mli PRE ih T7 TED SELF 7h x HOUL DOOR y. REATHER 20 GAUGE METAL LI CCHANNEL SILL x 7 D ARC, -PLATE SECURE TO FLOOR SLAB W1 RIM < TYPE POWER ACCUATED FASTENERS 0 ------------- p>1 1 CLO h" ELEC PANELS 0 F 6 EXISTING 30"X 21" OF T��'ICAL fiERIMETE R LUALL 5ECTION HOPPER WINDOW SEAL DENOTES MR R-13 THEI;MAL ENVELOPE SCALE: W" ■ 11-0n L---------- 8 AIG APP OLED AS NOTED FOUNDATION 5 A 6 E M E N T FLAB_ /A z DA 2A t 4,2 SCALE: 114" V-01f y.......................... LLI z F_ LUC4 NOTIFY BUILDING ELECTRICAL,EMICAL LU LU (�j 631-765-1802 8AM TO 4PM FOR THE 1rD T) 1: FOLLOWING INSPECTIONS: INISPECnof4 REQUIRED q 0 I. FOUNDATION-TWO REQUIRED LEGENp PROVIDE ARTIFICAL LIGHT CAPABLE OF PRODUCING AN AVERAGE FOR POURED CONCRETE Ca 0- w MR W3 12k ILLUMINATION OF 6 FOOT CANDLES OVER THE THE ROOM AT A MIC-04T OF 30 INCHES I ROUGH-FRAMING&PLUMBING kn z CMD. ■ CARBON MONOXIDE DETECTOR INTERCONNECTED ABOVE THE FLOOR LEVEL 3. INSULATION4. FINAL-CONSTRUCTION MUST Z 16D. ■ SMOKE DETECTOR INTERCONNECTED MR F303 - PROVIDE ERV FOR RECREATION ROOM: PROVIDE MECHANICAL VENTILATION MR M5M - TABLE MMANI)FLOOR AREA BE COMPLETE FOR C.O. Additional Cn X LESS THANN SW SSQ.Fr.30 CFM CONTNUOUS VENTILATION REQUIRED - INSTALL NEW ALL CONSTRUCTION SHALL MEET THE ERV FAN IN CEILNG BY PANASONIC U441SPERCZMVW MODEL FV-04VEI OR EQUAL REQUIREMENTS OF THE CODES OF NEW Certification U_ ALL DIMENSIONS ARE FACE OF GYP BIRD.TO GYP 5RD OR -MR 30 M CONTINOUS AIRFLOW VENT TO EXTERIOR AND INSTALL AS PER MANUP. YORK STATE. NOT RESPONSIBLE FOR PACE OF SHEATHING OR TO CENTERLINE OF DOORS AND SPECS. May Be Required. tu Ca L" WINDOWS UNLEM OTHERWISE OHM DESIGN OR CONSTRUCTON ERRORS Ul Z flj ALL WINDOWS TO HAVE W/SCREENS EXISTING HEATING SYSTEM AND HEAT PUMP DUCTLESS AIR HANDLER IS CAPABLE Z OF ADDITIONAL HEATING LOAD OF FINISHED BASEMENT ALL OPAQUE DOORS WIT14N THE THERMAL ENVELOPE SHALL HAVE MR LI VALUE m 32 PER W3 NEW HABITABLE SPACES SHALL HAVE MATING FACILITIES TO MAINTAIN A COMPLY WITH ALL CODES OF ;4 -1 ROOM TEMPERATURE RATURE OF NOT LESS THAN 68*F AT A POINT 3 FEET ABOVE THE NEW YORK STATE&TOWN CODES %5 0 Z 3: FLOOR AND 2 FEET FROM THE EXTERIOR WALLS AT THE WINTER DESIGN AS REQUIRED AND CONDITIONS OF ALL DIMENSIONS ARE FACE OF GYP.BRD.TO GYP.BRO.OR TEMPERATURE OF IrY F FACE OF SHEATHING OR TO CENTERLINE OF DOORS AND SOMO TOM ZBA WINDOWS UNLESS OTHERWISE SHOWN POWER AND LIGHTING DISTRIBUTION SHALL CONFORM TO CHAPTER 39 SEE FLOOR PLANS FOR LOCATIONS AT NEW WORK AND EXISTING ALTERED AREAS - ALSO SEE so LD TOM PLANNING BOARD NOTES 'OU THI E'K DEC HOLD TOWN TRUSTEES LU z NO LESS THAN W%OF LIGHTING FIXTURES SHALL HAVE HIGH EFFICACY LAMLAMPSNA S,DEC > UPHOLD U OLDI z HPC S,Hn CHD z Z 0 CC PA N'C Y 0 R USE IS UNIIJAWFUL n- 171"1111OUT CE11 lfluhft r_ CCU PA 14 C Y i ITEM DEV_'AWT(ION Of SUILL;FNG ELEMENTS NUMDERANDTYPE OF FASTENER'a` SPACING M46;65CATItS TABLE R301.2(1) TA[1LER6D2.G(1} N , CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FASTENING SCHEDULE Floor A. General: -lhi!hoX(3' ">:0.05'),or 1. The concrete properties shall be as follows: See notes ITEM DESCRIPTION OF BUILDII(i"ELEMENTS NUMBER AND TYPE SPACING AND Lt7CAT10ht 23 _'"su?it •r to qc tst or eir'cr 2 ? t.., Fdlird nd(se. nail _-If,tf rctntnart{7,,' CE 162"$ Z. Concrete work shall conform to all requirements of Aq-318 specifications for structural concrete for buildings.o> FAS1EtdET#''" x 3. All reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured In place and located according to the appropriate architectural drawings and details WIND SUBJECT TO DAMAGE FROM FLOOD Roof 3-1 Ind Etta,(3","x fl.13 5"):or B. Reinforcing Steel: GROUND SEISMIC WINTER ICE SHIELD AIR MEAN SNOW TOPOGRAPHIC SPECIAL WIND WIND BORNE DESIGN FROST LINE DESIGN UNDERLAY-MENT IiAZARDS FREEZING ANNUAL 2ti "Munk,tpl.iak&h4'ant-_11„ca.`4 rtxrl) ! r At earl,hc2riny,f:�e milli LOAD SPEED(MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP -%d tt,s(2'::"?lt."I 1+�'I r"` a _ l h�t'a ttt mclrs t3;,"x t}.i t> "1 1. Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM do 615. Welded wire fabric shall conform to ASTM A-185 See architectural i_`sal cor>}nretn(:2 E.1 i ) c r a drawingsfor sizes and locations. 1 [3Tc« inrt t*etaa icn ceilin j<ai,t tar rafters t>t itt tat T,+e n,lai -1 Ft?ct ntnatxr(3 ',"'•tl.fE,2"] 20 f ` EXPOSURE t3 NO YES B 5EVERE 3 FEET 15.0'F REt2UIRED NONE Bee 51D'F P I' 3.1(yt?°"„e(3" +l.I"i"t:t+r 4-10 box(.3'n OA 28").or 2. Detailing, fabricating and placing of reinforcement shall be In accordance with ACI-315 Standard Practice for Detailing Reinforced Concrete Structures TO HEAVY 3-3"x 0-131'naili 2h lT3rtldtrrtt!'t]itt,tlL.I I'll EnddaiI 3. All reinforcing bars which fit s, P ( ) notify g 4.3"v ty.13 t^ileitis;t,pr g except perpendicular dements shall terminate In hook laced two 2 inches dear from outer face of element. 4. The contractor shall noti the building a_,,J N,9:(2.,".I),1 13'f:of 14-3"x 14 ga staplcl,';is."crmt n official at least forty-eight(48) hours prior to each concrete pour. No concrete shall be poured Into footings containing standing water or mud. Footings shall be dewertered prior to -1,d omillym(21+,",:0 1'ai'1:or placement of concrete. No concrete shall be placed until all reinforcing has been Installed by the contractor and inspected by the building official or county approved licensed Inspector. IC`ctiite> d11tiTti ltj t late T'cr j€tint_tilt nail i � Nail each la4'i'ra-,daall,aw':r:�'"o.c.1 17 3-110lbo.x(3",O.I2R•):for _0dCtMIMull(4'r 0,14_"1:or 5. Minknum protective cover for reinforcing steel shall be as follows: MINIMUM UNIFORMLY 3-3", 0I 131"'nail at tt,i and h'ti,tnr and east r l_ a. Footings: 3" DISTUBUTED LIVE LOADS -1 tt 4i'ttmtntl?' 10,11 boo 0".,I).12S'y:t5r 24"Lxf%fine nalI'it rop and I'Alont b. Beams and columns: 2" (IN POUNDS PER SQUARE FOOT) teilitat oi;ins+t:allot},r�rtc+tatalktaalcr.ltlaoa*r 'T 4-11 to,E3„ ki•]� "$:t+r thill-u irdrera and l,entris. inch itmtl,rr 3"x 0.131"halts :tagg T x E erled oft orpci,sile sides c. Slab: 3/4" (Wire mesh to be placed at mid-depth of slab) 3 ,"^ fp•IE�"€:os f'u. [tau C£ i,artitiauts(�ccSettitxnR`,'02.5,2andTilde,R<t9"_ "') 3 t i Irv.er, 1 1-miI*, Anti: d. Walls - 1 1/4" at Interior face: 3" at exterior face. tp USE LIVE LOAD '_-2ud cortililon(4-,.,0.192'1:sae C. Foundation: ; 10 4 Lealve' IcciiatfRW•1t,2 aand lact l�lt r11_5,hod2c19r1t$ 'Fol,k.11.l:rt'_,i.2 la.e nail 3-IOa!hox(3"x 0.128"),tit FacenaiEuicn«1s tilt,teac1,c�hcr 1. Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1'-0' Into original undisturbed soil and a minimum of S-0' below finished grade. Where T WNHABITABLE ATTICS WITHOUT'STORAGE t u 5t a i.iot R n_,5w and Table I1?(1'. ,_l 3-3„#Et.13 I"n}sits required, step footings to ratio of 2 horizontal to 1 vertical. UNINHABITABLE ATTICS WITH LIVED STORAGE 20 4.10d bobs(3""0 i2K'I:t.r 2. Where conditions develop requiring changes in excavations, such changes shall be made as directed by the Architect. Carllat lip Its rtt,•r.#:teL,rail or 1 "x 2f1 .a.tidg ctrn 9 lira 4 1 n I box(? "" E]•t3 S"h t:r 3. All footing excavations shall be Inspected by the building official or county approved Inspector prior HABITABLE ATTICS AND ATTIGi SERVED WITH FIXED STAIN 30 i 3-li#t crdrrntn?i3"° E}.t4 "I:,/r 7:r c na:I cei}t r<Eter rsfter i.lhd ctvnrnt,r,0,;',' (L162"i:t�r sp p to the placing of any concrete Same shall be given ftxty-eight (48) hours 4-1"< 0,131"'nad, 2� Led cr sirp*up1'o,ttatte joists or ratter, ;-Ili,'txsx l3 r 11.1�#"$;toff ,At each jili,t or mtler,face rtait notice for this observation. EXTERIOR BALCONIES AND DECIG ,-Ifni he n-ii,(,j`." It 135"l:rr 4-1"a it 3! 'nettle 4. Sod Investigation and report: All earth work, compaction and supervisions shall be done according to the recommendations of the sell investigation report prepared by a licensed FIRE ESCAPES `� 3-iCk]rat n_iil nails i t"x 0,14a"$_ 'tilt rs.u°,t,rt tali <tala`.antl 1 tc�t1.v} geotechnical engineer. Concrete slab and footing calculations are based on a 1,000 psi value If on-site test boring Indicate lesser values, notify Architect, h writing, so that fB Rd:ftC1-ot"raNbr ltY:?9 lt9 "€t !1 61r3 ij L,93rL�1.1 t>1ealtl}r3li:r tri" '€1 lircu;rnc<,r l,i,°c'.�9rla°tl+ a„t ?'lilt!hc:;�{:"*'kR,t?1°:"i,or^-ac1 car+narno't necessary structural modifications can be made. (•2_,"" 0,131",ur 2-3" 0,131"a irlatI, 5. Slab-on-grade shall be 4" thick reinforced with 6 x 6 WI.4 x WIA WWF U.O.N. and shall be placed an 6 mi. vapor barrier on 4' crushed atone U.O.N. GUARDS AND HANDRAILS(Y02'LB.LOAD AT ANY DIRECTION AT TOP) 200 p.: � s»I t1c11it,x(3""li,t"?"):ter tt•ki,Pp y,• °;: } Each G'„tl.toe r:1il 6. Slab-on- ode at arches shall be 4" thick unless otherwise noted. GUARD ilEILL C;Ci"IPONENTS(513 LB.HORIZONTAL LOAD N I SQ FT OF AREA) 50 ?" II.131"n.nls DESCRIPTION NUMBER AND sPActile E3I=FASTENERS 7. Install anchor/straps as per al recommendations: le from comes and intervals of not more that 2'-6". Minimum embedment for anchors shall be as specified by 50 1_lfedt k3•-"^0A 35"):,IT REM c e" Inter medaata PASSEtJ6ERVE1iIGLE6ARA6E`i 3_iCldEaarr>cnrtt(?"x ti,14ti"):ttr o, FL1tILb,NsELEtAEtiTs TYPE FASTENER' finches}° supports`" manufacturer. moShall be formed into concrete walls to provide a continuous laud flat solid basin surface for all beams ROOMS OTHER THAN SLEEPING ROOMS Tar nail (inches! P P 9 -1(IJ 1„:',{1"'- 0.I`k"I,t,r STRUCTURAL STEEL f s 4_3„< 1 wood strut tarsi pan ens,s le P16or,3(31)roo and wood Sir wall it Panel a to"naming and sheathing all tau#I sheathing M it amattsa 1. All steel to be A-36 fabricated and erected ASCI standards SL.�IN6 ROOMS 7 'i:a,.tali<•r,ttr rtc�e,a•n1€ea or}Litt r:Lftcr.cat re,asf r�9f1�-i [see Table RG02.31�)for wood struthsra#yaaa,e!e,rtertc,rwal!sh.atnvng to avail hamingi I� 40 to rt,ittinturrt?"rive r heaern 3-1 t 1 bt=+ 3 . '',II,13i").t,r tit!ittmtrof!I.2"a'4),11 l"t n:}ll l.Uiltltq,r,tt Al I' tuber Grade: STAIRS 2-I tilt Common{3''."• il.I f,:"},or ;11 %,....':_" '.fJ coninu,n{l7',0,I.' "l r 5s9(r,uf'�:c,t 124R�+- t, 1 n1' Etul naal 1. All lumber shall be, unless otherwise noted, No. 2 grade. Douglas Fir-Larch with the following minimum structural values. Grading shall comply with PS 20-70' Association TABLE R402.2 3.Pi'l bt•+,0'x 0 I'_!t"');or 01 t2'.'"> 0.113")nail(rool'i' 3-3", 0,131"naal, standards. American Softwood Lumber Standard' and applicable Western Wood Products MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE Ill1" 1 1 ttnnttj€,t=.n:titE"':^ t1.13t !:t,r RSKS-E$1, 12P a. min. Extreme fiber bending stress: min. 1000 psi MINIMUM SPECIFIED COMPRESSIVE STRENGTH (Pef ►we.!! t2'.'<"x kl,1 I?"$rutltr,9,9t1' b. min. Modulus of elasticity.. E- 1,400,000 PSI Q Ia';ilwY•rY91YEK,i!{�;,a- ty.I�,"p 2$"'t,.t:-i'a.:ctlai! C. Moisture Content: 19 X maximum. b I Od cinnnr..,r,(3"-0.1G€+'")MIT L ur TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL S Studio u:+9 t rot+r at braced w nt1 snrt 9 3' !€," 1 <` , 21.«, 6 12 d. min. Horizontal Shear. Fv - 75 PSI NEGLIGIBLE MODERATE SEVERE P lti:i tv+x(3"a tl..t2fi };a?r ]F;"a1r.t anal! s f.,„ Et.lzi"ydsl'tinttcalnail - 3"r El.t 3 t.nail e. Compression perpendicular to grain: FcL 405 PSI 4k ® ® � a a Other wall sheathing" f. Compression parallel to grain: Fc - 875 PSI 16d t:,x(3:_",fi.]+ "$:trr 1' -'�alaani,-cd ra.utint ttali. "htad 2. Other species may be used provided substituted species shall meet or exceed BA513 ENT KALLS,FOUNDATION5 AND OTHER CONCRETE NOT 2,500 2,500 2,500 Siu1 to,to+.:s�id:at,ui6ma,,luau at inicx:-sstin_,wall ct-rlli:r t 1_ t,.c.t,a' maim ".tl,.10ofol eetlt.le"ic fiheO,e"11'tl b Y Pro sP requirements noted above. 3. Moisture content All lumber 4" and deeper shall have moisture Content EXPOSED TO THE kEATHER 4 3 ` Il.I'I natl; 33 diari vl%x,vil I'`i"hate ih ea.awplc tsith':sir"or 3 Cf not greater than 19 X, air dried lumber is desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a minimum amount of (at btai;cd wall P:a€ic11; ,tlr,trhJuL, V Z lfivia'oFntm,nt.3`f,""{y.lt,2") if+'"u.,.#ri'cnail 1"rztxurs checking, comparable with air dried stock 4. All exterior lumber and lumber in contact with masonry a concrete shall be pressure preservative treated in accordance with AFdcPA N 5A_cB,1E1ENT SLABS AND INTERIOR SLA55 ON 6RADE,EXCEPT 2,500 2,500 2,500 C. I(,it ectilmol't(3111'x(I.If,'-1 1t,"ti-c.rat h Lela f;tc�n.nl ,"',ulttcurikl i:rll.,,I ,.,i, 1'. " ,,t,ar,ircd i,,,,t1t9�•near,'°,"h.:ad diarnuil:r, standards and stamped "Ground Contact 0.40 Ibs/cubic foot". 5. Grade stamps shall appear on all lumber. 6. Store all lumber above grade and protect from exposure to weather >- WJ� d) 6ARAC,EFLOOR5LAB5 lit 1laiii-tipheaderf_'"A+�"henlertxitlt''." pucet} �„ 31 tiher',ctardsh,_atrling or1'_,"tor-;tlhga.ctaPlewith ,Ih"tuI"rraa.'n 3 E1 B. Flitch Beams • } . z X i•— -<l 6d Ixbx(3 ,"" fl.1':>") 1_ o.c.eua h edi c f:aec n.al 1. Flitch beams shall have a minimum fb = 24000, with 1/2 bolts located not closer than 2 from the top and bottom edge unless otherwise noted. There shall be a bolt top and I W = BASEMENT YIPdJ 5,FOUNDAT101V WALLS,EXTERIOR WALLS AND 2500 3,000 d 3,000 a i-Ad t s,�I' ^II,113"t.or :i "c;r,c,rt sElratl.lrt ' i':-"p:tla',Ir1,7ed root;l�,IIAII:sbi'vic PNIN'Il,12,!tf, bottom 2" &am each end (see typical flitch plate bolt pattern detail). (� OTHER VERTICAL GONCFVE PMK EXP05M TO kEATHER t"."tnnlr, t `�"strrcai Type'at'arc ! � C. Joist Han p[ t I C'unt9ntn-ittw head cr iu crud -�-\d ct,mnurn(�'","*'U.1�}"!:ur Ttw nail g� W .t._10dbox 3""0-12S"i ,., �11 ': alaatii.ed ri-vifingitaiL stank tlatratr d. 1. All puriins, joists and beans not framed over supporting members shall be supported ( -1f" =`t"€'"' l`5tathil'1~ ` gt 2 Joist hangers shall be me alit steel which conforms to ASTM-A525, mIn. 22 PORGFES,CARPORT SLABS A1JD STEPS EXPOSED TO THE 2,500 3000 dP1 3500 f 116d eostlmoll i:3.•"a 0.1h2"1 ]b"t;.c.t tie n,Iii `' "[tan : t ."9t'rcct,, 1'3}k'b1`c,r S 9 PH quality gauge Products acceptable shall be Simpson, Kant-Sag. or equivalent < (� W 6`IEATHER,AND 6ARA6E FLOOR SLABS Wood structural ants,combs nation sub,noor undertil mere[to frame Preservative Treated Wood Q }" W = 1' Fc,11 plate (u A,1,plate !lid Ix>i(±" (t€2 t I:<>r P s" "°' All wood exposed to exterior and adjoining any concrete shall be preservative treated with "Preserve alkaline copper quaternary(ACQ) based preservative or architect approved equal N A,AT2b DAYS P51. [_'"ttr.[.t rnrt! hit,tlel6rnted!_'" (L1_"0')[tail,or _ Z 3"-n.t 3 t"n;n1, x-' ,y"antlle„ '' ty 1, D. Botts in Wood Framing: W (jL/ B.SEE TAB R3012M FOR HEATFIERIWi POTENTIAL x.!comtt=nr.I"_","a to 13 r")staff I 1. All bolts In wood framing shall be standard machine bolts with standard malleable Mon washers or steel plate washers. } )- G.CONCRETE IN MEE LOCATIONS THAT MAY 13E War--GT TO FRi3 M AND THANIN6 DARING C)N5TM11ON SHALL BE AIR-ENTRA WU;ETE IN MZ RDANC.E WiTH FOOTNOTE D. I?-1 N cort'mirm(3':,'"ft.1 f*'_"I;or race nail cm each si&of i•rtd tint 2. Steal plate washer sizes shall be as follows: a � V � Q D.CONCRETE 94ALL BE AIR ENTRAINED.TOTAL AIR CORM MERCENT BY VOLUME OF CON#GREIF,1 SMALL NOT BE LE55 THAN 5 PERCENT OR MORE THAN T PERCENT- 12-1 nd1 Ki x t 3'r',">t$.13 5"I,tit: joint 3 I" 'Ad curntnon(._"":"x C!131"I wv 1:or ? . . . E51�56GT10NR4021FORMMIMIMGEMENrGONm31r. !T Dtasllckc,hll:Ftesp1tr� , "• tenintrnurn24' al,wrlii:42lungth Y`b" ,±r?ctirt n t rle,',", 01_10, nail h 12 a. 1/2 and 5/8 Diam. bolts— 2-1/4 sq. x 5/16" -1 F.FOR 6ARA6E FLOORS WITH A SATES.TROh6FD FINISH,R®11GT10N OF THE THE TOTAL AIR C.OMENT(PEFV,W BY VOUR-E OF LOi1C7iETF,)TO NOT BE LESS THAN 3 PERCM 15 PERMITTED IF ITE SPEGIFIBJ l. 163J t4,t#3",'G.1 l $, r t • • _ c.i,I}.lair c,i cntl j,9in:) b. 3/4 Dia bolts-2-5/8' sq. X 5/16. � � W COhPRE55NE STRBl6TH OF THE CONCRETE 5 MGREP5H7 TO NOT LE55 THPN 4000 P51 ;'•3" Ey.I ["n a t1v jig 1,, „- 1,;" L(,Id ec,mnt„n{3"4($.l pit;")trait.or fr 12 3. Each bolt hole In wood shall be drilled 1/16' lager than diameter of bolt. F_- _1 P 0 r a R,!deformed r__^':,"x 0 110")nail 4. For sill anchors, see typical details on architectural drawings. TABLE R401.4.1 YP PRESUMPTIVE LOAD BEARING VALUES OF FOUNDATION MATERIALS ITEM DESCRIPTION OF BUILDING ELEMENTS NuliftlFR AND TYPE OF FASTENER'7: SPACIN GG AND LOCATION I Cr-r S,t i mill s_5 d rn^t I f,,It,.30.A na:•I, :n?9Ic IVT Iasi d-,11.447 no.,1 k+,r-(,,*95 hlpat I E. Log Bolts t6dcsnl,mort(3'-", Rhr,2"t 16"c"c,face na]I 1. Shall be of structural grade steel. Bot?t,rn plate fv joist,rim it.iit,hand joist t,t "R "" a- \afl,are,mo..,i-coed ,not,hbi:or d:I.,rnum_Mike sir. ,I n I;trr a€ho,s,a s2.5te,f.\al.,tt,,.+d tt,r trsltnnn a'IS sh,mhltts conneth<l't,bh:tl leis':Fmarn:irn, 2. Washes shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 depth of members being bolted together. ! k lockinta not act hrac"will in.aa1,1 l6d boN(,I:,' 0,1 a_ ),t r 2" a',er wt h,-r.Jw.a ylet.d,rr.r oh'as rh,,wn.An k,i tui"h.nk cl n;rt:r of Q t'i2 inch 12ud ettmnx,n nail[,Vts E p= 1_ u.c-ta,:c rsnil k+9 for shtatA diatnetrr.ltsrp'rr tha:e 4i.t�t_'v,.h t+an F. Altering Structural Members: O CLASS OF MATERIAL LOAD BEARING PRESSURE IN P.S.F. 3"x 0.131"imil` w,r larc cr th:.aa n!77 Irvin.and I I O I:.i for Ott nA At aniaers cif€I.142 inch or lc,,. 1. No structural member shall be Omitted, notched, cut, blocked out ar relocated without prior approval by the Architect Do not alter sizes of members noted without approval of 00 3I6d6,x(3'r." O.Eli"I:I— hIt,' e.ti,i`enail I,,StarPci arc 16yacra,'iremidhai;anumimmiI',;Imhi,ndaaanctcr4:rv-a" Oa3r, Architect 00 . K ' T l'.ir rut+'.lo� plate it,race.ilia jcpari hail f(e,F,i sat y � - `,ad,,hall he cpa •J at not more&.ln h Ir,a19r,rn,c,ni.r ar all ugTf9aE-where spin,.ir:4S jn,b,-,of}real , G. Built—u Beams I blocking l.st braced wall panel l 1$tt1 lair.mutt E3 `;"y E}.!f 2'j:!tt t:t>'t€ l h"tt .ttl nil d.r,"ir-i F h1 R-i< .!„r 9-flirt;he i_h.t r panels shag l,c a T h.•d rr*.:calf}. p � 12,000 4.3"-0.131"nail, 4 each 16'ox. ['ace naiC p p 1. Built-up beams or joists formed by a multiple of 2 x members shall be Interconnected as follows: � CRYSTALLINE BEDROCK c,Sp;tv:na o fztcncrs n,,t imludrti an thie tar,,shall tir hard on Tahlti ), Rf,*_. _I. a. Members 9-1/4' and less In depth: glue and internal w/2 rows 16D nags at 12" o.c. staggered. ^ 4-1Id Nix(2'.•',V.113„);or L for w,.,,kl,trwtutet parlrl rt",f.hc,,Atmp ntlac'<•d I.,1I•.,hle end A,t,f fia,mng and to i,Ilcrmrd,,A c su1'ialrts within 4`t inches a,f nivifedet-s and ifdg,c,nails shall 3-16 d ho,t Or,-""(1.115•"y,or I,:,tt.urd at h InA s sits ccnirr uhrrr the uliirrai:tdc -n u Fnd y i I,le:,,rhac IArl ill ti&tad;hall I,_ b. Members greater than 9-1/4" h depth or multiple 3 x members through bolt with 1/2" diameter machine bolts at 24" o.c. staggered. 1,rr,- r a{sacrd 4 lex::hrt on ern+err w?tr-�the nlirmatc de',tcn H. Bridging and Blocking SEDIMENTARY AND FOLIATED ROCK 4,000 l- di tx3mmon(2'.'," tl.t3t }:arc Tcc n.ti.l ,eyp'.1.p c,I:b 1�!y Bp=,�ro,:a:crhatle,i cY:an tot,mpR. 1. There shall be not less than one IIne of bridging In every eight feet of span In floor, attic and roof framing. The bridging shall consist of not less than one b three Inch lumber �•/ 4.1Od box(i"'x 0 12S").tit , CsI T aznl'heathulg ahali,'Ali€ Ml a,ASTNI C Ii 9n? and,hall t,,:Irt,,tallied in accr,tdan,r i,sih 6A 25 A.T'it-,TN:iar,3 Aie.trlatrip ahntl cots feria nt AST tr C'20,S Y O „w „, , : 4-3"a 1),t%1"rail•,, at.s(�*ttn_,(It r.Ist=:I,;rr.art Ill.rr thcalhif',g 11:and CLVC apples to panel a'dper xnopunt`al n)•fiattimi,menihcrt and rcun:rcd Kicking and at floor Ivrimcfem onN. double nailed at each end a of equivalent metal bracing of equal rigidity. Midspan bridging b not required for attic ar roof framing where joist depth does not exceed twelve inches 16 Tut,or l,tlttori pi:.te t. .tuu' it abtn.o{} ,t,yt.:,t„}><:,'chea'Sn n ,uFu?td,s.a 1 , ,a:,rt e i.,e t, nr�h t r.Fn rFt nthr x and re to 9 t t h.k,F14-rT ,el i Qr roof or rtt�r nominal. Block solid at all bearing supports where adequate lateral support is not otherwise provided. Block all stud walls at maximum Intervals of eight feet with minimum of 2 x � O � SANDY ` AND ` ( �) 3� 3-idolhtis(31:,"K 0.13;"l:or F i l e, ` t r° g y n! at solid material with tight Minto Provide 2 x firest s at mid-point vertical) of stud wall. Bridging as required b floor truss manufacturers rInted fistructtons. O N t$,J,I h ri,p,fi CJtc, ri-xf,I,Nth.n:s 1d111,ttnill,fF mranhir,Ili:Y1fYn!t,Cprt,bldCad:X,'Cp4asriiltlil'Ci1l,';etil:`rpRbltnFt,alSt)1'tt1tSCt,tdC.IT,,orzxrntcterih.,..t~e 9 ) aP P Y 9 9 rCQrl Y P r— '-ifid td3t9antutl l3':,"w D.lh�'.'):(tt �;I,ia+rzd!•,f,::sr,.�r ro:cnt9+tit i,r,t,iut"I,,aA::n,+. I. Header Schedule 1 r:ml mill SAND,SILTY SAND,GLAYEY5,4ND,SILTY 6RAVELAND 2 3-tcl,lln,xf;"�t).t2:'a"$;t+t' \t'I1.>rargnet,.tescraI.�t„an3diacenara=all:lcr:s,nr•lntat,na,�a„$darF.zskttr.tsF,,,c+ICdulc.l,ro,'it}ern'outrnail�a7nit,_b,erc,f the ratirr and t..e nails t.otn 1. Unless otherwise shown, provide with 4" mhknum basing - See architectural drawings for header schedule XXuL Plywood:XXu 1. All plywood shall be Doug fir or equal. COX at � I CLAYEY GRAVEL(5Yd 5P,5M,5G,6M,AND 6G) '� 3.3•'v P 131"rail. the C'Mulct,I=1'•t TO Llp plan Ill cur aMI_1tl,c a e:t c° s s:it,d uie.Tht"to, hart tail The oproKilr sde of dtc roller~hill Mi he resn•=rd. exterior. It shall be manufactured and graded h accordance with U.S. Product Standard PS 1-83 for Construction and Industrial Plywood X 1 , RCRS4A r,a R,�.�f"She,,,hi.Fc R i ,Shunt,si,,,l memi.w the,"orecst,:v,s n1 AS iM 1 Ifs.", • • 3-tkid txax(3"><t1.1_°t"t.or 2. Each plywood sheet shall bee the APA trademark � � CLAY,SANDY,SILTY CLAY,CLAYEY 51LT,SILT AND SANDY lc� 17 Top plates,hkv,at carmem and irirersections 2-14",cl c(m.mt,n(3':-"x(I.li-2'"t:t,r Face nail 3. All end joints shall be staggered and shall butt along the center lines of framing members. SILYCLAY(GL,ML,Mil,AND GH) 3-3 4. The face in of the plywood shall be laid at right angles to the ists and trusses and parallel to the studs. H x Is.1 a 1"raal, 5. Nails shall be placed 3/8' minimum from the edge of he sheets. The minimum nail penetration into framing members shall be 1 1/2" for 8d nails and 1 3/8' for 10d mails. �- CC) 3-s,l ht,x(,€.,.'-IVA 13"i.or TABLE R702 3.S 6. Ail floors shall be nailed as per nailing schedule (� �� �1 � � ��TA L '$ TAKEN FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE 2-`'d eiatinmt,r,(2'0",.f1.13 t"):or MiNIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCT'S J. Comer Bracing lit l"hr.1,-d°Es,ezK:h Mini°anti 1tl:ett• I„ s tom" ka.`e n:n! 11 2-I(l,Jltt+tt. 0,1. ).Vt THICKNESS OF MAXIMUM SPACING OF ORIENTATION OF MAXIMUM 1. Unless otherwise noted, brace exterior comers of building with 1 x 4 diagonals, let into studs, or with 4 x 8 plywood sheet of thickness to match that of sheathing, a with metal W .3,stapti^,.i'," GYPSUM FASTENERS(inches( , GYPSUM BOARD OR SPACrNG DF strap, devices Installed h accordance with manufacturers Instructions 16 Ga compression tension), or w structural grade thermo- I 2. L plates at all comers. H N BOARD OR SIZE 4P NAlI.S r-oR APPLICATION aP ( P ) / 9 P Y• Lap t_!1,d Ka't!2'.",fl.l I 1"r i+r APPLICATION GYPSUM PANEL FRAMINCI 3 CtYPS}!!A PANEL PRODUCTS TO MEMBERS TO YYCTf?D FRAMING' K NailIng HIGH WIND EDITION latest edition and all state and local budding Modes, a mcufacturer s recommendations. '_-NJ comm, (_P."-fl.131'"):C,t PRCIDUCIP Nails' Screws' �1 19 1"*f°"`,hcatitingto cachhcjrtc�t ?_lEl ihta�{?" {}.I_' "$;or 1"ackt ri.tt' (inches) FRAMING (inchesa.c.} 2 When framing end to end joists shad be secured together by metal straps �I L Partitions � 2.rap[ ,1"cx,ta'n,1 h(,r.,1'',' I€,r.^, Application without adhesive 1. General: O ?-k..i l o,(•pi-,-"U 113'):t r C silitle, Perpendicular It, 7 12 13 gage,V,1:It,ng.•";,,,"heats:0.iNS"diameter, a. Provide solid blocking at 4'-0" o.c. between the joist and first Interior parallel joist. 3.1id corr,mcm i'-',"F 0.131"`):oar I',d"1tw,g,ann0ar-tinged:or 4d ct,oler nail. b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-V. 0 � Wall Either threctittn Ih 9 16 EI 0,M)"diatmetcr,1'V lamv,•':."head. C Splices shad occur only directly over studs. 3 staple,-I"cwwrr,16 gza_1'.,"lord Ceiling lather direction 16 7 12 13 gage. C!'"tuna '"ice,"lwc rd:it 09N,diarnete, d. Structural variations are allowed if substantiated by engineering calcuia.ton& Stamped by professional engineer licensed to practice h the jurisdiction where construction is taking 20 1", %"and alder sheathing to each h,mrin): Wider than 1"-h" f is a mlit � 2 1 t "lon•,annular-Tinted,5d cooler mad,it OYf•' place. One set of calculations to be provided to Architect for approval prior to construction. f'uitng' Petra nth }tar 4 7 1_ d t e. Lap top plates at comers and intersection& 4-8,1 h,n(21,--II I 1 A"):"t diareter,I,,,,](Ill.-,.1%,"heat!,01 Iw'11,tin; 2 Bearing Walls supporting one floor a more 3-Rd caaninion,(21%,*-tt.13T"'I:ter Wallr)Fth,!r dnecn<,n 24 K I'- ltt,anl nail,0 01ii`+"chasncler.1`,,,long."?,_" 3-1tld httt 0"r,0..121s,-),tit A',-all I_aherdirect:,n, If, ii It, ',X id. a. Partitions must be constructed of minimum 2 x 4 studs spaced 16"arc. of type lumber specified. �rtED ARC b. If a doublet late of less than 2-2 x 6's or 3-2 x 4's is used floor joists shall be centered direct( over and below bearing wall studs with a tolerance of no more thlan 1" �'C 4 sta)'ti•,,I"at,titt n•t f+gtaa.,1':f"Ei,r±;� � P � Y 9 Calling Eirlterdircc,utFl If, 7 12 13Irt1c, t`:a"It"'1r•''„,"hi='t1:rr.it+ts"di-an'er<r• unless substantiated b engineering calculations. c. Beam stud walls must be sheathed with a minimum 1 2" sum board fastened according to Y 9 9 9 / 9YP g drywall metal. Sq /j Fttlar i'i,"Ion g-annul.Ft-rincet1:1x1rnolrrnatl.!).t7t)2" A. Roofing: � \5 �T t•a<i h,9 i2'-,"<#1.11 x":+,: 'satttelee.!'t"titn!:.i:a"h,,,,l:of},v'(+-;€rm halal 4C/ J °fir O C� } ('citing po.,vndiefilar _4 7 1- r1aiC,0.ta�li"iliamrter,1","1„ng.' "held. 1. Fiberglass Shingles: THIRTY(30) year self sealing shingles U.O.N. over 1 layer of 30#asphalt saturated felt underloyment unless otherwise noted. Install according to manufacturers � O ff � 3-ild emirr,trrt 4'-'a"" OA31"'$:or a Instructions. IArR­aS•I, 'l .Tait tkt Sall,tt.T ill,le tar girticr ?_ter I hrt(3".()_1' "l.oar t'oc nail Cti cal J `- " 2'e• 1','"long ct,f voal.d nFails or et uta•.tl.ent dr'a%vnit 2. Cedar Shakes: jig grade red-label cedar shakes (18 1 x .45"T) U.O.N. over one layer 301 a.s.f. undelayment. Install with 4 1/2 weather exposure. Apply an Ile wide strip of * ,a� * 3-3"'^'#a 1^l t4ai1 ara!,e iY ltrn ' 6 l v ,tilt >' Perpcndlrtdar 24 b fa ,cress s.Screu s shall cornriv wttll sectid,n 30 jI a.af. over each course of shakes, 9' from bottom edge of shake extending over top of shake and onto sheathing. �tt �f4��ld1CiR ' (t,1!t "o.t-r+kflail hone.*..a 1 ;',�C (_':: "$ ,. I;?(12,3.i,) 3. Eave Flashing See note B-3, blow. N "�,IP � 1:a.ita.l!e ro,ntlls `a R9n1 Iinxt-tlatld,Ille or tv,ti l.lnn itr till or(tT 4d con.rtlttn(_I', tr.131"):or y a , 13 a I`;"l0rw r "hc.,d:Eery,+ "di stncicr, L All lashing, taunter flashing, and coping when of metal shall be of not less than no. 26 U.S. gauge corrosion-resistant "9 0 A O� {11 Ii L'(rd t1I d,;.l}ellr+tlS It lba'$ IOa bit\(t"'0.12,'Wt,oe 6"4F C� t6l'Ilait \\all Eitlict ditectF,n3 4 It 1_ !t t;."• k M T'-0l11"nail, 1''•"lorag,,annular-rntgi:d1 (Act?„termiii,()n't2" 2. Flash all exterior openings and all building comers with approved material to extend at least 4" behind wall covering. Cover all exposed plywood at budding comers with waterproof F \1'.,II FA erthrect}on 14', ti 1 h lru»Clef•1 rrt"ta•nt'.`;"l e.tcl;trr)`),un1 h,wrS building Paper. O F N - 3Ad hilt i2'-"•#l.113"1;its noit,ll.0915"diarr,uie;I-,"lung,":,,,"head- 3. Step flash at all roof to wall condition& Flash and caulk wood beams and other projections through exterior walls or 2-;dcotntno,z(_" ."' 0,131,'I.air 11 23 1",b"s ul+flawxr o r lc•,�to a ac!i joist F.i,:e matt! Application with adhesive 3-Itidh.,x(?-.at).iZK y.iN DOORS AND WINDOWS g A(- 'sir.trle,.I"cw„k if.16,a..0 1`forr, C'eilntt` Pcircnthcliku It, It, 16 Same it<.;il,owr for%"pNpsl,ln t iwrtl_tnV gyp- (140 mph wind zone or with—fi one mile of the Coast) \\':III I..9 Cher dirceiIon 16 1(, 24 -Itfn rand pttdwt, Windows in buildings located in wind-borne debris regions shall have glazed openings protected from wind-borne debris or the budding shall be ocean, bay and sound) designed Ceiling Either dircclion It, I(, It, as a partially enclosed building in accordance with the Building Code of New York State. Glazed opening protection for wind-bane debris shall meet the requirements of the . " Same a.ahoL c for an s'r gti)rutn bnotJ Large Missile Test ofASTM E 1996 and of ASTM E 1886 �_A I I;,ur':, EcIl,tF ° P, indicaala: 4 is lh And,g,li:urtt panel odiwts.respl.•tltely, Exception: Wood structural ands with a mfiknum thickness of 7 16 Inch and a maximum an of 8 feet shall be permitted for fi protection In one- and two-story t p I'r P / span Per opening P sY wall 1 uherdueclion 2.4 16 24 budding& Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be provided In accordance with Table R302.2.1.2 or shall be of 'j•(,( designed to resist the components and cladding loads determined In accordance with the provisions of the Building Code of New York State T`,b9, C eiln,_ Psrl9cndtcular lit 1f+ lF I1;a,e p1V 1:431rd 3,ttl%ta'e tt1Y'K,"p,,p.tnn board FINISHES I cz» a€rn Ir,1 1 lint!f ts:fa<e p!g in,t:tt'e I °stascr; 1\•a1t r'.ath,-edtrrct9t,n z4 2a 24 1. All gypsum wallboard shall be installed to accordance with the provisions of the state 9iilladlle,iac. 2. Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in accordance with manufacture's Instruction& I,,Imn- 3. All SL t m,h-2s:a All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are perpendicular to the framing members. �—y L U N a.Foi app`c•a€ion w'Illh,tit adhe,•,C,a putt of nwfs tIwcd not lc,,than 2 tutlh apait,It More nlan inches apart'hatt h:prrnttttrd to hC Used with the pair of All edges of gypsum wallboard shalt be In moderate contact except In concealed spaces where fire resistive construction is not required. 0 :,A,sr,accd 12 inches t,n center. 4. The sizes and spacing of fasteners shall comply with state and local codes and ordinances LU N P.';crsws,hold Iv in acc,Vrd.ns:anh Smi,nt V112.3.5.1.Suter",t;,r wtia'ain;srtpsunl twiar,l or lv%p,om p,:rr_E products in srru<haal insulated panel,shalt 5. Provide moisture resistant drywall cement board at tuba and showers i*.r'tt"retrchew<r.xtesn:etF.rtcif,:sn,°lta.ur.natlt',.than't,tinclt.. "'7^ c. 1i:h,rc Bold-t;•macd ste;d f'rarntrr,t as ti col w rih a elinchine drsl-a to rattle na,65 lh.mo ed,rc,of metal,tie n,Shall he mil le„th,n Inch A,n__r dfan the MECHANICAL pp,tun N,ard or Qvn:rm pan<"1 product ihi,knc-s and,ILA hake nnftc3 shanks.1t•E:.rc r9r cold-fanned'ited ti.nrmc h:as s nfidsuA U?, r fors t'd to r ti_ch t A. Heating Ventilation and Air Conditioning: „^ tale nail,.the n.10,Shall!la,a h.,I hs',I"!r"k,tit he t.F-13 ye,C-V„FnAw,Ito;,,`•.µ inch hceti for'._trieh 2,-r,iota h„atrd tar lfvpsalms panel priuduar,aria fall, 1. All work shall be In full accordance with all current codes and regulations of the governing agencies. V/ , ` I 1 t;,c.I ,i,tA,-laic,"-,,:n h hea,l for :Fn,h F inborn 6:,arrd or C4Pium imnei product. 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, duct sizes, etc. to Architect prior to Installation. Mechanical subcontracts to U d W d.Thr:r-ra_h'1t-nth-thick,nlr-ply,`n'p,urt ix,ro„t vp,a-n rot•;i pr,,du:,l,.rlt n,,t he u,e,I,v,a ccshn;,where a welter-hared textured fiir ish i,to be apph-1. review structural sop drawings and notify he Architect of any mechanical and structural and design Intent conflicts prior to construction. 3. All work shall be done in a neat and _q lu t" "r riI'crC a Rill he required to,u4,pcnt Fn,ula,mri,al,o'c a Cedme On crlhng 2'rMJ,at;m,to rcec"c a wster-bat,ed texture n,aicnal.miner band or spray workmanlike manner and so as to not needlessly hamper that portion of the work performed by othem al"111",the iss p,u Fn N,,:nl or .gyp,cim pond pn.,.'.e,rl sh:t!irk-app`.M perp txIi,ut n to framing-1t here apph i ig a water-ba,td texture mate naL rh:rn,n:,nrnn B. Plumbing. 0- (a•"`— 0 gyl,,•mt h,,.,r,i tt,,,knes,,11.,I:br,i,.'c.t,r-,i r3,-r.;',1.'i:h t,> iru:h i,,r lh-tn.c,%n xcnter framing,mnd tix,ns'�,ii,el,io'',i�1!:f.m 24-inch t+n,,tr::r tt•,,:ni,iig nr 1. All work shad be in full accordance with all current codes and regulations of governing agencies. 2. All work shall be done In a neat and workmanlike manner and so as to snot kn d O '..-[nth,cup-N,I,tanl f`l psutti ceriniv b„1rd+hall be used needlessly hamper that portion of the work performed by others. 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, HVAC, structural and design intent conflicts prior to -y construction. ELECTRICAL d) CR !R-- 1. All work shall be In full accordance with all current codes and shall comply with the requirements of the serving power companies and be UL approved ice- j 2. All work shall be done in neat and workmanlike manner and so as to not needlessly hamper that portion of the work performed by others �/ ..4 � 1uu1OLLL GENERAL REQUIREMEN G.C. To check and verify all conditions at the Construction site before beginning any physical work. He shall familiarize himself with the intent of these LIJ f_- Plans, specifications and all other information Including governing codes, laws, ordinances, zoning And regulations TS 1. All work and these plans shall comply with the following: Headers and trimmers to be doubled where required at Skyfights, Stairs, openings, etc. Z M 3 a. These general notes unless otherwise noted on plans or specifications. Double all floor joists Under partitions parallel to some and over 6'-0' long I-- f— Z 111 b. The 2020 RESIDENTIAL CODE OF NEW YORK STATE I •q Z 'Q Z e. All applicable local and state codes, ordinances and regulations. Contractor shall exercise good judgement In order to Minimize damage to any existing areas and conditons. Existing Work damaged as a result of new construction shall be ^ I- -1 al. In areas where the drawings do not address methodically, the contractor shall be bound to perform In strict compliance with manufacture's specifications and/or recommendations. Restored to their original condition, at no additional Cost to the owner. Architect has not been retained far on site Inspection Or observation of construction. u O Q 2. On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and his subcontractors L" f-- 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should consult Architect in case of question. Drawings and specifications as Instruments of service are the property of the architect whether The project for which they are made is executed or not. They Are not to be uused L 0 4. The general notes and typical details apply throughout he job unless otherwise noted or shown. on any other projects or sites or Extensions and expansions to this project except by written Agreement along with appropriate compensation to this architect. 5. Discrepancies- The contractor shall compare and coordinate all drawings; when In the opinion of the contractor, a discrepancy exists he shall promptly notify the Architect, in writing, before proceeding with the work or he shall be responsible UJ O O d) ]-- for the some and any indirect results of his action. Where joist hangers or steel frame carries are used and Where'Simpson strong tie' connectors or gussets Are called for on these Drawings, only fasteners recommended by the n, :36. Omissions- Architectural drawings and specifications shall be considered as part of the conditions for the work. In the event that certain features of the construction are not fully shown on the drawings, current national, state and local manufacturer Are to be used. l _ in O codes, ordinances, regulations or agreements as well as current acceptable building practices shall govern, and their construction shall be of the some character as for similar conditions that are shown or noted. to n, 7. The Architect will not be responsible for and will not have control over construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work, and will not be responsible for the These drawings are not to be used for any other site location Other than that Intended by the party named on these drawings For one plot location, without review and written (2, �/ " failure of the Client or his contractors, subcontractors, or anyone performing any of the work, to carry out the work in accordance with the approved contract documents. permission From the architect 8. Any and all drawings and specifications for sitework, plumbing supply or waste, electrical circuitry, and heating, ventilating, fabricated trusses, and air conditioning systems are not a part of the professional services provided to the Client by The contractor shad give all notices and comply With all laws, ordinances, regulations and orders Of any public authority bearing on the performance Of the work indicated on the Z lu Z the Architect unless included under their agreement. Any discrepancies with these documents by any of the above listed services as shown In documents prepared by others should be indicated in writing to the Architect immediately. < > Q 0 9. If art of service, prior to application for building permits, the Contractor will furnish the Architect with two sets of shop drawings of all prefabricated components, one set to be retained b Architect, the other set to be returned to drawings. G.C. To provide all finish moldings around doors, windows do at floor/wall Intersections P P PP 9P P 9 P P Y ZT— W contractor after review. Items requiring shop drawings include but are not limited to roof trusses, floor trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be modified during construction G.C. Shad provide one prime coat of paint & two finish coots. (interior) Q from previously approved shop drawings, the Architect shall be furnished, prior to fabrication, with revised shop drawings incorporating the revision. If the Architect is not provided with the above information, the client shall defend, indemnify, and Z t() Z hold harmless he Architect from any claim or suite whatsoever, including but not limited to, all payments, expenses or costs Included, arising or alleged to have arisen from prefabricated items. G.C. had provide all tam support and or bracfi which may be Required during demolition and construction Provide structural metal connectors b 'skm son' At all butt �•,_ U L" N 10. The conditions and assumptions stated In these specifications shall be verified by the contractor for conformance to local codes and conditions. In the event of a discrepancy between these specifications and local codes or conditions, the P pow pp 9 y equ 9 Y P n, contracts shall notify the Architect in writing of the discrepancy and special engineering requirements shall be applied to insure he building's structural Integrity. connections of structural members. (galvanized at exterior). Z ! _ Q 11. These requirements may be superseded by more stringent Information contained within the drawings. The more stringent shall be followed. All gyp. brel. To be taped & spackled min. 3 coats Use water resistant gyp. Brd. Or cement brd. As tie backer U.O.N. 12. Sod conditions shall conform to or exceed the following conditions: Bearing Capacity. Min. 1000 psf. field verified under all footings and reinforced slabs. Water Table: Min. 2' -4 foundations, walls, and slabs shall not be placed on or In Marine Clay, Peat and other organic materials. All auxillary rafter ties shall be 2' x 4' 's at 16' O.C. Tied bads;a min. 3 dg. Beans when such beams and rafters are perpendicular to each other / 1 13. Bottom of footings shall extend below frost line of the locality and minimum S-O' below existing grade to 95%dry density having a load carrying capacity as specified, undisturbed soil or soil compacted to 95%as verified by a soils engineer licensed in the locality where project is being built. Provide a storm drainage system for all roofs and paved areas. 14. All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil % dry density exceeds 16% but less than 4'-V, shall consist of dean, porous, sod compacted in 6' layers to 95 or provide 14 rebor at 2'-O" o.c., 1'-0" beyond edge of undisturbed sod and l'-0" Into foundation wall. TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE PLANS AND SPECIFICATIONS COMPLY WITH THE � �` 15. Free draining granular backfill (SM or better) shall be used against foundation walls consistent with the architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf(pounds per cubic foot). If backfill 2020 ENERGY CONSERVATION AND CONSTRUCTION CODE OF NYS pressures exceed 40pcf, then walls must be designed for actual pressures by a registered Professional Engineer licensed in the locality where project is being built 17. Unbalanced fill not to exceed 7'-0" unless otherwise noted and substantiated by engineering calculations. Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place aid have reached their design strength. Proper precautions shall be taken to brace foundation walls when badcfilling. Where backfill is required on both sides, backfill both sides simultaneously. ATTIC INSULATION ATTIC FLOOR FRAMING ] CONTINUOUS BEAD OF SEALANT _ EXTERIOR INSULATED WALL RIGID INSULATION "R-VALUE SAME AS CEILING" CONTINUOUS BEAD OF ADHESIVE d) RIGID INSULATION SHEATHING COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE CONTINUOUS BEAD "R-VALUE/THICKNESS PER CLIMATE SITE BUILT ATTIC ENCLOSURE- MECHANICALLY SECURED CONTINUOUS BEAD OF SEALANT (TAPE ALL JOINTS) OF SEALANT PORCH RAFTER - 44�_- - CONTINUOUS BEAD 2x LEDGER ON TOP OF — -- RIGID INSULATION K =�-� --EXISTING FLOOR OF SEALANT ASSEMBLY MECHANICAL LATCH TO PRESSU CONTINUOUS MINIMAL -30INSULATION 1 1/2"RIGID INSULATION SEAL AT WEATHERSTRIPPING CONTINUOUS BEAD OPTIONAL CAVITY WINDOW PERIMETER AT ,k INSULATION Q OF SEALANT 1/2'PLYWOOD MANUFACTURED PULL DOWN STAIR CONTINUOUS BEAD CONTINUOUS BEAD k " EXPANDING FOAM AROUND ELEVATION Q OF SEALANT OF SEALANT D'• �;:• , ' THE PERIMETER ReNOF LOOS Y Q DARK LINE ILLUSTRATES FLOOR INSULATION IN CONTACT WITH BAND AND LOWER BARRIER :tL� CUT RIGID INSU CONTINUITY OF AIR SECTION O BARRIER AT WALL SECTION WINDOW UNIT AS �tt AIR BARRIER 4 Q CONTINUOUS MINIMAL EXPANDING FOAM AT ® ® � a a WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT � z CONTINUOUS BEAD U EXISTINO 5AN17 JOIST AIR SEALINO AT ATTIC FULL z U OF ADHESIVE � I/� CONTINUOUS MINIMAL CONTINUOUS BEAD � d AIR SEAL I I ill:/ AT FORC H ROOF INSULATION RETROFIT I�OY `41�l STAIR EXPANDING FOAM AT OF SEALANT LU U —1 WINDOW PERIMETER (L OF S BEAD SEALAN T T p 0 Q CONTINUOUS BEAD 4 Z w _ OF ADHESIVE INSTALL 1"RIGID 0 CONTINUOUS BEAD INSULATION AT (Y 6 0C OF SEALANT CONTINUOUS BEAD BOTH HORIZONTAL AND DRAINAGE PLANE VERTICAL POSITIONS LL A OF SEALANT INSTALL EXPANDING (LEAVE 3/8"GAP FOR N a 11 l PROVIDE AIR SEALING AS PER R402.4.1 OF THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF CONTINUOUS SILL SEALER FOAM SEALANT TAT — - EXPANDING FOAM) NY6 TESTED AS FOLLOWS TABLE R402.4.1.1 7/77 -FULL WIDTH OF MUDSILL INTENTIONAL GAPS O R402.4.12 TESTING. AIR BARRIER AND INSULATION INSTALLATIONS � �� � FOUNDATION WALLAS IN 1"RIGID —EXISTING FLOOR ��/��/ AIR BARRIER INSULATION ASSEMBLE THE BUILDING OR DWELLNG UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE COMPONENT Alfa BARRIER CRITERIA INSULATION INSTALLATION CRITERIA � \\ \\ " CONCRETE SLAB AS CONTINUOUS BEAD CAVITY INSULATION NOT EXCEEDING THREE AIR CHANGES PER HOUR TESTING SHALL BE CONDUCTED N ACCORDANCE WITH rt continuous air harrier shall he installed in the btaildin,,� \\\\\\ AIR BARRIER OF SEALANT Q ASTM E 119 OR A6TM E 18't21 AND REPORTED AT A PRESSURE OF 02 INCH W.G. l50 PASCALS). TESTING envelope. �� ° . MINIMUM M" .,/ 00 SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL General rc uiremenzs The exterior thermal criveto e contains a contitwous Tait' Ajr-pertneahle insulation shall v of he used as as DRIP F.z.� Ta scaling tit, al. �\ ° '•° °, I"RIGID INSULATIO r-+ ENVELOPE e ,harrier. \ \ \ \\ SOFFIT CLOSUR 44 DURING TESTING: l3rcal s car joiaat in the air harrier shall be sealed. \ \�\�\� �_ t 1.EXTERIOR WINDOWS AND DOORS,FIREPLACE AND STOVE DOORS SHALL BE CLOSED,BUT NOT SEALED, The air barrier in any dropped ceiling or sollit shall be •�/.� � � /.��/,��/.��/,�/ U W ,�/ INSULATED CANTILEVER FLOOR H CAVITY INSULATION WITH w BEYOND THE INTENDED UIEAT14ER-STRIFFNG OR OTHER INFILTRATION CONTROL MEASURES. , gried with the insulation anti ant, gaps in the arc' E Ise in.ulatie�n in any dropped ccilin�'col"tit shall be 1"RIGID INSULATION CLOSURE Ccilin attic harrier shall be ecalcd. ppe N 2.DAMPERS INCLUDING EXHAUST, INTAKE,MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE g' aliLmed with the air harrier. CLOSED,BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES. Access openin s,drop dose sa stairs or knee wa.11 doors toI^I I G � I I^I I^I I �I 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST,SHALL BE OPEN. unconditioned attic spaces 4ta}l besealed, UFFE , `TALL JECjT 10I �l LOo `I,ER Y `ALL SECjT I OI V 0� 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL Cavities avithin corners and headers of fratlie walls, CLOSED AND SEALED. `The junction of dic foundation and sill prate shall be scaled. sh all be insulated by completely tiIhng the cavity BE with a material havinv a thermal resiwtance, 5.HEATING AND COOLING, SYSTEMS IF INSTALLED AT THE TIME OF THE TEST SHALL BE TURNED OFF. "The junction of the top plate and the top of everior•walls R-vahic°,of tint less than R-3 e r inch.f 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. tt al!` sIi sll l�o scaled, t� Exterior t#temaal rn~,-elope inwttl tit](in#i-rr franacd walls Knee Nvall,shall be sealed. shall be installed in substantial-contact and r^ WHERE REQUIRED BY THE: CODE OFFICIAL,TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD continuous aligns€t-tit with the air harrier, v J PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PREPARED AND SIGNED BY THE down sk liehts and doors The spacc bete een frkttninp kind ck}•'lights.and the:jamb,' H ON PARTY CONDUCTING THE TEST AND PROVIDED TO THE ` '" of winc3osr,at�d done ..la ail tie sealed. G O N�E F TU A L LINE OF G O l�l G��'TU�1_ � I � SEALING CODE OFFICIAL Kisn joists I;iimjoistsshall include the airharrrer. Kim joists shall be insulated, THE WRITTEN REPORT SHALL INCLUDE: C O IN I NU O U S AIR SARR I E R STRATE OY I. THE NAME AND PLACE OF BUSINESS OF THE PARTY CONDUCTING THE TESTt Floor n framing cavity On insulation shall e installed to 1 maintain C+crmanent contact tc'ith the tindcrsids of 2.THE ADDRESS OF THE BUILDING WHICH WAS TESTEDt subfioor deckinL,,Alternatively',floor firaming 3. THE CONDITIONED FLOOR AREA OF DWELLING,CALCULATED IN ACCORDANCE WITH ANSI Z65, I toots,inelttetint eantilet'ercd -T'he air harrier shall be installed at any e?eposrd cd41e of cavity insulation shall be in eotrtact,.A ith the top s:idc floom and floors tabove insulation. of shcathina.or,conlirrnoits�ins€ hrtion installed on EXCEPT THAT CONDITIONED FLOOR AREA SHALL INCLUDE AREAS WHERE THE CEILING HEIGHT 16 garages the under-,iale of floor frarnin g- and shall extend D gRCy LESS THAN 5 FEET (I524 MM)t from the bottom to the top ot'alI perimeter floor 4.MEASUREMENT OF THE AIR VOLUME LOST AT AN INTERNAL PRESSURIZATION OF 02 INCHES framing inenibers. 3 . • Sq�T�j W:G. (50 PASCALS)t L:xposcd earth in unvented et awl spaces shall be covered Crawl space in:nation,ea here provided instead of �� OJ "�� C A 5.THE DATE(S)OF THE TEESTt Crawl space walls with a "lass I vapor retarder with overlapping joints floor insulation.shall be permanently attaeltcd zo PROVIDE WOOD � £I 6.A CERTIFICATION BY THE PARTY CONDUCTING THE TEST OF THE ACCURACY OF THE TEST RESULTSt taped. the t�a1Ls, BLOCKING& TYPICAL WALL ELECTRICAL WIRE y r WOOD SIDING MINIMALLY EXPANDING t m�=•rp t AND Duet shafts. utility penetrations:,atnd flue shafts PLUMBING PIPE POLYURETHANE FOAM I WOOD FURRING TOP PLATE N a TYVEK.— r 1.THE SIGNATURE OF THE PARTY CONDUCTING THE TEST. 5haRs,penetrations oNning to exte'rsor or unconditicanec9 space shall be _____ OR APPROVED CAULKING I I y 0 O� sealed. TOP PLATE AROUND I EXPANDING FOAM SEALANT 2 4 613 R40332 SEALING Batts to bc iiiatatllcd in naarroNv c:-tavities shall b4 cut to ----- PENETRATION I "....� DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH , lit or narrow Cavities shall b�filled with insulation EXPANDING FOAM ----- _ rip N� THE lsarrasa cavities - SEALANT that cast installation rc.aadily ccanfaars•tas to tlac taa�ailaahlc PENETRATION D 2020 MECHANICAL CODE (AS AMENDED),THE 2020 nSIDENTIAL CODE cavity 4pttrc. SCAL WALL STUD (ex.EXHAUST VENT) EXCEPTIONS: .Air sealing shall be provided between the:gtara+�c and � CAULKING ' Garage separation conditioned spaces. 1. AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT I FLANGE ADDITIONAL JOINT SEALS. Rece°ssccT li?*Tai fixture,installed in the hrritc�orr,«;tlrcgrr,r�rl Rccesrzcl lightfixture,.,iat�;tallcc�in the I�uilc�inQ (SEALED TO PENETRATION) Itecc�ssed fighting 2.FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 NCHES OF WATER COLUMN , envelope shall be scaled to the finished surface. thenraal ctatelo .sl€all he air tipltt and W rated. SIC-A (5 00 PA), SEALlTAPE TYVEK-,„_ ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS In ertfrior ivatlr,hats insulation shall be cut neatly=to -- fit around wiring and pltanthing.or insulation.that AND SEAMS, AND LOCKING I'lumbingandtairinl — � LLI — on installation readily ctinfttrnas to arailaible apace, It -TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. shall extend behind piping anti wirings. v 0 WHEN ALL HVAC DUCTWORK 15 NOT WITHIN THE THERMAL ENVELOPE The air harrier installed at e part car arewa l froecnt to 1_•.rierior ivall.s'adjaacertt to showors and tuhs shall be � Slao�i•crttttb can exterirn-ac•rrlt stacYca:ers and lutes shall separate the wail frasn the 'nwts}atc<1, _ � � � IT SHALL BE PRESSURE TESTED FOR DUCT TIGHTNESS AS PER4 R40333 AND R4033.4 sheets c�r or stab. ' T T O A I �' SEAL A T Y YA L L AIR SEAL. A T TO F PLATE d 'ram` - � SECTION R403b MECHAt`11CAL VENTILATION (MANDATORY). Flectrical.fphoni;box on e errrrr Clae oh-harrier shall be installed bclimd electrical and � I �� ��I `l�T��T( O I `t }� I �I v communication bolas.Altcrnatitcly.air-scaled loxes FE 1 ETRAT I O I `l lu THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE 2020 at'ctlLc shall be installed. E L E G TR I G AL fi E NE TRAT I O N iY] MECHANICAL CODE OF NYS , THE 2020 RESIDENTIAL CODE OF NY6 AS APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND CLVAC supply and courts lv shcr boots that to ttctr:ite IIV�IC register boots httrht"irr�tlrc�t'nrtrl c�rtrc�lar�ie shall be scaled to the sttbfletnr. 0 EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM wall corcrin Y car ceiling penetrated by the boot. Z 15 NOT OPERATING Where required to be sealed, concealed fire sprinklers shall only be Scalcd in a mtanncr that is recommended by the a WHOLE HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED AS PER RESIDENTIAL CODE Concealed sprinklers manufacturer. Caulking or other adhc-,ivc scalant4 sliall CONTINUOUS BEAD OF SEALANT � SECTION M1501 WITH CONTINUOUS OUTDOOR AIR PROVIDED AS PER TABLE M150133 (1) not he thcd to fill voids between fire sprinkler cover MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF ADHESIVE � {�— L- plaatc s and waiIscar ceilings. ATTIC INSULATION CONTINUOUS BEAD SECTION 4033.1 ALL HVAC DUCTWORK SHALL BE INSULATED W/ R-8 MIN.AND PROPERLY SEALED AS a. Inspection of walls shall he in accordance with the}provisions of ICC�00, ATTIC TRUSS OF SEALANT � (� � Z � FLOOR GRILLE PER R40332 FLOOR DUCT BOOT ASSEM Y �- z TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS OR F suBFLoo CONTINUOUS BEAD OF SEALANT SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CODE. Z O J MUM CONTINUOUS BEAD ; O OF SEALANT 0 I- INSULATED FLEXIBLE � 0 � DUCT TIE AT INNER LINER CONTINUOUS BEAD O O EXPANDING FOAM SEALANT AT PERIMETER OF SEALANT n� !X- MASTIC AT INNER LINER INTERIOR GYPSUM WALLBOARD CONTINUOUS BEAD OF SEALANT 1K_ DRYWALL CEILING TIE AT OUTER LINER AS AIR BARRIER I" Z RECESSED LIGHTING FIXTURE > Q 0 Z0 � o Z MANUFACTURED CEILING LIGHT ENCLOSURE fl/ AIR SEAL I NO AT RECESSED uv� W � I fi� SEAL >�T I'7UGT SOOT GOT\1G�i=TU�L �I fi� S��L 11�10 L I OHT I ISO IN ATTIC., STRATEOY UFFER FLOOR � DUJG"