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HomeMy WebLinkAbout50192-Z %%pF SOUTyO`o Town of Southold * * P.O. Box 1179 N 53095 Main Rd UN" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47001 Date: 04/28/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5675 Bridge Ln CutchoQue, NY 11935 Sec/Block/Lot: 84.4-6.14 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/06/2023 Pursuant to which Building Permit No. 50192 and dated: 01/08/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with an unfinished basement, front covered porch, rear deck, outdoor shower, and an attached garage as applied for. The certificate is issued to: JLAM 327 LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1647 4/28/2026 ELECTRICAL CERTIFICATE: 2025-1162695 9/5/2025 PLUMBERS CERTIFICATION: Plumb Tech-Plumbing &Heating Inc 11/12/2025 1 Auth rize S gnature hog' Of MopTOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 50192 Date: 01/08/2024 Permission is hereby granted to: JLAM 327 LLC 155 Walnut Ln Manhasset, NY 11030 To: Construct a new single-family dwelling to include attached garage and HVACsystem as applied for per SCHD and manufacturers specifications.Amended 3/12/26to include basement egress stairs and outdoor shower. Premises Located at: 5675 Bridge Ln,Cutchogue, NY 11935 SCTM#84.4-6.14 Pursuant to application dated 12/06/2023 and approved by the Building Inspector. To expire on 07/09/2025. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, DRAINAGE, PLUMBING, ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION, FIRE RESISTENT CONSTRUCTION, INSULATION, ELECTRICAL- FINAL, FIRE SAFETY INSPECTION, FINAL, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,390.50 CO-NEW DWELLING $100.00 ELECTRIC -NEW CONSTRUCTION $375.00 Amendment Fee $0 Total $3,865.50 Building Inspector �-� TOWN OF SOUTHOLD �o�gQFfQI BUILDING DEPARTMENT TOWN CLERK'S OFFICE ca Ma oy • �4 1 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#: 50192 Date: 1/8/2024 Permission is hereby granted to: Clemente, Concetta 31 Neulist Ave Port Washington, NY, 11050 To: Construct a new single-family dwelling to include attached garage and HVAC system as applied for per SCHD and manufacturers specifications. At premises located at: 5675 Bridge Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 84.-1-6.14 Pursuant to application dated 12/6/2023 and approved by the Building Inspector. To expire on 7/9/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,390.50 CO-NEW DWELLING $100.00 Total: $3,490.50 Building Inspector �•`;� ` dr .. .k5'a r`, `,f'b o . ..�`ti i,'�y'•I':L'SA�- MCI ,. Electrical Ins ectors, In a 2025-1162695 1 1 2026 Southold, Town Of F• " , .s. MAR Inspector: 131 "t� r Issue Date: 9/5/2025 New York.Board of Fire Underwriters •'F` 300 East Meadow Avenue r. East Meadow,NY 11554 'y Office: (516)794-0400(631)650-0200 Website:www.eiiny.com t; K Mail To: Property Address: 0tYs Puccio Electric Contracting,Inc- LOUIS RUGGIERO Mark Puccio 5675 Bridge Lane Y` 21-1 Frowein Road Cutchogue NY 11935 r Center Moriches NY 11934 r` ram/ License# 4806-ME Y ELECTRICAL APPROVAL CERTIFICATE Section: Block: Lot: Permit: 50192 AREAS LISTED BELOW ARE APPROVED BY Inspection :4; AND FOUND TO BE IN COMPLIANCE WITH THE BUILDING CODE OF NYS • AND CURRENT PROMULGATED NEC ;r No visual defects were found for the electrical inspection provided No obvious unsatisfactory conditions v . / were found in the areas herein below only. Residential Walls Closed Inspection Final Approved 9/3/2025 q Dwelling: jj... Basement:Unfinished Storage 1, y First Floor:Kitchen 1,Living 1,Family Room 1,Bathroom 2,Bedroom 1,2 Car Attached Garage 1,Laundry 1, Second Floor:Bedroom 3,Bathroom 1,Laundry 1, f 1 AC UNIT,300A SERVICE,11 ARC FAULT BREAKERS,38 BREAKERS USED,I DISH WASHER,2 GAS DRYERS,17 DUAL FUNCTION r' -4 BREAKERS,1 GAS FIREPLACE,5 GFIs,1 HEAT DETECTOR,76 HI HATS,18 LIGHTS,11 OUTDOOR LIGHTS,78 OUTLETS,2 PANELS,I7+5 Y ,,,,,,SEPTIC LINE 4 SMOKE CO COMBOS UNITS 6 SMOKE DETECTORS I GAS STOVE 53 SWITCHES 60 TOTAL BREAKERS,2 WASHERS II BOILER.' `?•f . s;» As Per Electrician Rough Inspection Done By Southold.' This electrical inspection and certificate does not take into account any FEMA,NYS and local flood • elevation requirements.It is the responsibility of the property owner to determine if flood elevation 1 requirements apply. NYBFU and Ell are not responsible for any Flood Elevation requirements. .ti Therefore this electrical certificate is only for compliance of NYS Electrical and NEC Codes. & Z &xt"�_ Richard M. Bivone. Philipp P. Goehring Jr. 1 t Presiden f , Chie Electrical Inspector � Z.,; •; This document features a tamper proof Quick Response code which contains the encrypted original data submitted when certificate was issued. oq a ��u �Z 3yi. `.i,w w.•"Sr,.� � \�•t�y.:'` i// i r�/// \�a'� ' mil/ \�\..',y��.c�/ y \\.drr.�� i ��° "t x � � y N�.y'.°i s �i � � �"�°r I ♦ a`„?e• '� '� �Cvi°n `4'� s� i �A , ..1.1.a. �'. � .'. �, ro ' 011�;ti0i�` i/1' `,'♦�' `'Yti- 9��•' r,•e ::', 1�1..' °e. 1vr .�� 1•,. �� �: .� :1:!!2i ��y1;1',1:N �p'Y,�(iN.y♦ d'�,1�'0ir °•*�:J,JeO;�sf• 1. ELECTRICAL INSPECTORS, INC. is not responsible for the existing conditions located at the subject premises. 2- ELECTRICALih%IS�EC'TORS, INC, is not responsible for corrections, upgrading or replacement of existing electrical violations C%t the subject.promises. Airy corrective work shall be solely the responsibility of the property owner. ELECTRICAL INSPECTORS, INC. DOES NOT WARRANTY OR UNDERWRITE THE ej EL'ECTRICAti(rOIt4l1)ITI0NS AT'THE PREMISES. 3. ELECTRICAL INSPECTORS, INC. only recognizes the National Electric Code,the Building Codes of New York Slate all volumes and Local Municipal Codes,as Authorized by The Department of State Codes Division, via Village,Town or City Board Resolution. 4. AN ELECTRICAL SURVEY consists of a visual examination of the premises ONLY: Electrical Inspectors Inc. will comply with the requirements of NFPA 73, latest edition Chapter I, Section 1-1, 1-2. If violations exist, a Notice of Violation(NOV) will be issued requiring corrections by a licensed electrical contractor. After the violation has been corrected,a re-inspection will be conducted and il'approved a certificate shall be issued. 5. AN ELECTRICAL CLOSED WA LL INSPECTION consists of a visual examination of the area requested ONLY: Electrical Inspectors Inc. will comply with the requirements ofNFPA 73, latest edition Chapter 1,Section 1-1, 1-2. If violations exist, a Notice of Violation (NOV)will be issued requiring corrections by a licensed electrical contractor. After the violation has been corrected, a re-inspection will be conducted and if approved a certificate shall be issued. 6. A SURVEY CER7171 ICATE does not examine the actual wiring or devices unless all walls are opened and wires and devices are exposed prior to the survey being conducted. 7. A CERTIFICATE is non-translei iblc. 8. AN ELECTRICAL INSPECTION consists of an examination of wiring and installations during the rough stages of construction. After completion of the construction a Final inspection will be conducted at which time a certificate will be issued provided no violation exists. In the event an inspection is not requested during the rough stages of construction ELECTRICAL INSPECTORS, INC.will perform a CLOSED WALL SURVEY that consists of a visual inspection 01'01e and installations only. Since access is fimiled, ELECTRICAL INSPECTORS, INC. shall bear no responsibility for Tiny delccts or violations at the premises. 9. ELECTRICAL INSPI?(­.'z,)RS, GNC. shafl not be responsible to remove any walls in order to conduct an electrical inspection. 10. ELECTRICAL INSPb-P.TI BS-I.S;, INC. will only release information, certificates and reports to the applicant after payment for services rendered have bccn paid in full. 11. ELECTRICAL,INSPECTORS, INC. assumes no liability Liar the results of its inspections. 12. The agreement may not be changed orally. 13.The New York Board of Firee Uiidervvrilers, Inc., is a subsidiary of Electrical Inspectors, Inc. It is fully operational and functional and per(vrnis electrical inspections as it always has. 14.The New York Board of Fire Underwriters, Inc. and Electrical Inspectors,Inc. inspects properties for compliance with the Building Code of,lic Shute of Mew York,counties and local electrical codes, as well as the promulgated NEC(National Eleclric;il Code). Telephone(631)765-1 802 54--75 11971-mj BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFIC.,kTION ennix No Building P Owlicr Mumber: )c// )'/25 A I (Please(iml) I ccrli�'s,that the solder used in the wzjier supply system coutoins Isss than Cad. {(lumbers Signature) Sm orn to I efore me this day or Noun flumic. A Pool roullt,v �oQaOF SOGTyO� TOWN OF SOUTHOLDD-BUILDING DEPT. 631-765-1802 INSPECTION [ [ ] ROUGH PLEIG. [ 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: C° S h2 uG�o� QrttiR�/1 sl �ta�GYI �I�t2 V ,� 112eG� ,Pi101L �j �l/l l > DATE .INSPECTOR SOUTyo{o TOWN OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 >0 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] UNDATION 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 [ ] RENTAL REMARKS: Cgim. t � DATE INSPECTOR OF 50UlyO� * # TOWN OF SOUTHOLD BUILDING DEPT. IOU�+� 631-765-1802 INSPECPON [ ] FOUNDATION 1 ST/ 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: 01 DATE INSPECTOR OF SOUTyOIo 1 C � # # . TOWN OF SOUTHOLD BUILDING TP cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: &:r Val/ e D if cLto al �� r / ( p aM can Cs !ln d 07y� cc 1 c2 irt4 DATE INSPECTOR OF SOGT1,°� TOWN 'OF SOUTHOLD BUILDING DEPT. ,outm, 631-765-1802 �ol°lY INSPECT ON [ ] FOUNDATION 1 ST/ REBAR [ ] UGH 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: I v6�(9) �lSlIrL2� belts",_ ( ors �,- t�► u� w D-yk JA 42A LA/ n DATE INSPECTOR ti��aOF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. courmN�'' 631-765-1802 INSPECT[ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N� [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -.[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] ,PRE C/O [ ] RENTAL REMARKS: A , v�� fle a w* © ��rn"'"""` -lo �S/►^l� , -C c w . 3 ro w v, cep/ • VF 54-Ukm Vlvm63 �&A- rflAL9-4&---- oe 4Az Of/- .Lei DATE I0 do INSPECTOR to 9 a Building Envelope and Duct Tightness. Report i 2020 Energy Conservation Construction Code of New York State Address of Test: 5675 Bridge Lane,Cutchogue Test Date: 12/12/2025 Building Permit M. Compliance Pathway: Prescriptive Testing completed by: David Maschke RESNET Rater ID#: 2430490 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue _� ! 610E ID#: 8261207 East Moriches, NY 11940 BPI ID#: 5005793 (631) 325-4006 Building Envelope Tightness Threshold: 2020 ECCCNYS ( 53.0 ACH50) Volume Calculations: Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑Conditioned Crawl Space 1st 1,955 9.0 17,595 ❑� Sealed Attic 2nd 1,244 8.1 10,056 Vault/Sealed Attic 1,244, 3.0 3,732 Total Volume: 31,383 Area Calculations: Floor Area: NA Ceiling Area: NA Wall Area: NA Total Envelope Area: 0 CFM @ 50pa: 1139 CFM/ftZ: Air Changes/Hour @ 5ra: 18 Code Compliance: PASS Duct Tightness : Post Construction Test -Total Duct Lea age System#1: Whole House Duct Location: Conditioned Space Exception-Duct Test Not Required Floor Area: 3,199 Leakage: CFM @ 25pa: CFM/100 ftZ CFA: 0.00 Code Compliance: N/A System#2: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ftZ CFA: N/A Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Construction Code of New York State. Signature: Date: 12/12/2025 David Maschke, Integrity Home Energy Assessments IHEA 1114 Envelope Leakage Test �-C Testing Company: Technician: THE ENERGY CONSERVATORY Name: Integrity Home Energy Assessments Name: David Maschke Address: 68 N Paquatuck Avenue Credentials: RESNET RID#2430490 East Moriches, NY 11940 Email: maschked@gmail.com Phone: 631-553-1016 Building Information: Customer Information: Project ID: 5675 Bridge Lane Name: Address: Address: Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.18 ACH5O Leakage Target: 3.00 ACH5O Compliance with Leakage Target: Pass Test ID: 001 Purpose of Test: NY Detached Measured CFM50: 1,138.5 (+/-6.3%) Effective Leakage Area: 48.2 in Building Volume: 31,383.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 59.7 (+/- 145.2%) Exponent (n): 0.753 (+/-0.378) Correlation Coefficient: 0.96464 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 67 OF Post Indoor Temp: 67 OF Pre Outdoor Temp: 27 OF Post Outdoor Temp: 27 OF Altitude: 65.0 ft Time Average Period: 30 seconds Test Date and Time: 2025-12-12 09:11:40 2000 Depressurize m 600 �c 500 a) 400 300 5 200 m 100 - 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa), Bldg-(Pa). Adj Bldg_(Pa). Fan (Pa). Flow (cfm). Config Baseline -6.0 -60.0 -64.2 -56.9 -58.3 1,379.5 Ring A -54.0 -58.3 -51.0 -49.7 1,275.9 Ring A -48.0 -52.2 -45.0 -43.5 1,195.5 Ring A -42.0 -52.1 -44.8 -35.7 1,085.9 Ring A -36.0 -43.7 -36.4 -29.6 991.2 Ring A Baseline -8.5 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 1047 Calibration Date: 2022-08-24 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.2 (3),© 2025 The Energy Conservatory, Inc. Page 2 of 2 1 1 • ' • ' COMMENTS • / • • FOUNDATION (2ND) ;, 1, ROUGH1 — 1 PLUMBING _ At. i • ...� r Li i INSULATION PER N.Y. STATE ENERGY CODE M63 WA oll VMWA ADDITIONAL COMMENTS �. ; Wlll .. -� _ y .� .�''. ��o�oS�FFO(,�coGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov V! Date Received APPLICATION FOR BUILDING PERMIT 7 1;_E3 For Office Use Only PERMIT NO. 5019 Building Inspector: f" DEC — 6 202a Applications and.forms must be filled out in their entirety.Incomplete ,_.���.p� applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:12/5/2023 OWNER(S)OF PROPERTY: Name: Concetta Clemente SCTM #1000-84-01-6.14 Project Add ress: 37� Bridge Lane, Cutch.ogue-.NY-_-11935__- -_- --_-_- Phone#:516-721-9077 Email:concettacl@optonli_ne.net Mailing Address:31„Neulist Ave., PortWash ington,_NY 10050 CONTACT PERSON: Name:John Quinn Mailing Address:PO Box 768, Cutchogue NY 11935 Phone#:631-404-2281 Email:^john_@ jcquinn.net DESIGN PROFESSIONAL INFORMATION: Name:Robert Higgins Mailing Address: 50 Hidden Acres Path, Wadinq River, NY 11979 Phone#: 631-208-3351 Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $400,000.00 Will the lot be re-graded? []Yes ®No Will excess fill be removed from premises? ❑Yes [:]No 1 PROPERTY INFORMATION Existing use of property: nd use property: sinle familyresidence _ vacant lot intended o pope _-__--__--- .__ _ ._-- -_ _ --__. _- __-_- 9 ce---__ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? Yes RNo IF YES, PROVIDE A COPY. ❑ 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. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By( tint nam John Quinn IRAuthorized Agent ❑Owner Signature of Applicant: Date: 12/5/2023 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) John C. Quinn being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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 5th day of December 20 23 Not Public THOMAS J.UHUNGER Notary Public,State of New York No.01 UH4733066 Qualtdt IRT R AUTHORIZATION Commies!on ere t e app icant is not the owner) Concetta Clemente residing at 31 Neulist Ave., Port Washington NY I, do hereby authorize John C. Quinn to apply on my behalf to the Town of Southold Building Department for approval as described herein. 12/5/2023 Owner's Signature Date Print Owner's Name 2 r Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I� CONCETTA CLEMENTE residing at 31 NEULIST AVENUE, (Print property owner's name) (Mailing Address) PORT WASHINGTON, NY 11050 do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) AND PALATINE PROPERTIES, LLC to apply on my behalf to the Southold Building Department. , ^ �� (Owner's Signature) (Date) CONCETTA CLEMENTE (Print Owner's Name) ��� �� Scott A. Russell (� SUPERVISOR N\1A NA\G]ENMI1ENT 1 � SOUTHOLD TOWN H1ALL;P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT l; ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: 1IJ Q/'+ Date: 1Z-ILe �23. ll'nnt� l` Contact Infor ation: pX Q),< -7L,,� , lL-NI ail&Telephone Numhed C C"—t-t}o C'L' Property Address / Location of Construction Site: �G,� S.C.T.M. #: 1000 District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — is ® - Area of Disturbance is less than l Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ❑ - Area of Disturbance is Greater than t Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ Arco of Disturbance is Greater than t Acre & Storm-\A atPr Rimoff Flows Through Southold Town's MS4 Svstems to Waters of the State of Ne\,\ York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. ��' V� 7 �1 �I Re�•iev�•ed By: Date:_ w. F(1RM " C,M(P -Tn1z (lrtnha- ?n1c) C eel l 0� 7Tc� O �;:° BUILDING DEPARTMENT-Eleciial Ins�6tok 6 2024 �p� goy TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - �'�It�R�69�9,,iarorQnt Southold, New York 11971-09Wwn mf Soulih ald Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrccDi southoldtownny.gov - seandC@_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: $ 1lariag, Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 5?1I request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: J. Address: Cross Street: Phone No.: Sj 5(06-017 Bldg.Permit#: ,�(0� email: .p0 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: is job ready for inspection?: 9YES❑ NO ZRough In TQ ❑ Final Do you need a Temp Certificate?: 2rYES❑NO Issued O eti _ =014 Temp Information: (All information required) Service Size[01 Ph❑3 Ph Size: 500 A # Meters I Old Meter# _ [gNew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect26nderground❑Overhead # Underground Laterals M 1 M2 H Frame M Pole Work done on Service? FAY N Additional Information: Need `imp PAYMENT DUE WITH APPLICATION �3I�6 fay Pd 4 3-7 'b QC#(08257 , e.fv ct, �o�oSUFFo�,too BUILDING DEPARTMENT-Electrical Inspector � Gy o= TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate k 1-750 Date U SN oc. % 2024 Customer Name nChElectrician Name Address (01bL.>n. Phone (off` 514 _ 269 Ob e-mail e-mail in C1 t e Com Phone G'j% -5 W6_0-1 License# Size A Phase Overhead Underground V*"* #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or PoleV4 P Fire Reconnect Was work done on Service? Y/N 1f Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by AJCQuinn December 6, 2023 Town of Southold Building Dept. 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 RE: 1000-84-01-6.14 To Whom It May Concern" Attached please find the complete Application for Building permit along with the required documentation as follows: Completed Application Property Owner Authorization Res Check Certificate; SCDOH Septic Permit No. R-23-1647 Copy of current survey Copy of survey with proposed new single family residence sets of stamped original building plans. Should you require anything further please contact my office. Sincerely, J. QUIN INC. John C. Quinn P.O. Box 768 9 Cutchogue, NY 11935 • [p] 631-404-2281 • john@Icquinn.net •www.icguinn.net i OCT - 2 2025 BurifIPn-q Department Tbc?LsIn Of v o;Ahold Town of Southold Building Inspector The new construction residence at 5675 Bridge Lane Cutchogue does not have the roof drains piped into dry wells as the town requires and it does not have a drain for the outdoor shower. The approved site plan for this house indicates two drywells for the roof drains which have not been completed. LOT 13 DWELLING I� 370.57' N 430 20'20" E ' 1 FOUND N m CONC. MON. b o FOUND CONC. MON. In \sA N Z \� LA N � I W O • N � I TEST HOLE u d I � LOT 14 I ;Z ro Ul I O Q O v � � I gg cn N y Y -A ----X� WIRE FENCEx� t.i 371 .28' -m m S 43020'20" W a? OgT T OF NE7t,� ®®s °°°••. J- ®i LOT 1 5 �ZAFT��•. O ®® SURVEY OF DWELLING Z LOT 14 w .0 ° � � MAP OF G � w ®�sF•� 0 6 . ���a SYLORET ESTATES w o �a 0 .. �• • ve,�®® N.Y.S. Lic. No. 50467 FILE No. 6390 FILED JUNE 8, 1976 oil SITUATE Nathan Taft Corwin III CUTCHOGUE TOWN OF SOUTHOLD Land Surveyor SUFFOLK COUNTY, NEW YORK (�0 S.C. TAX No. 1000-84-01 -6.14 �� l-� 0 Successor To: Stanley J. Isaksen, Jr. LS. SCALE 1"=30' 4 6 �4 � g Joseph A. Ingegno L.S. OCTOBER 5, 2023 r 0c� Title Surveys — Subdivisions — Site Plans — Construction Layout Ue(/c `� ) �0 coy PHONE (631)727-2090 Fax (631)727-1727 LOT AREA = 55,640 sq. ft. <c l� OFFICES LOCATED AT MAILING ADDRESS 1 .277 ac. iH sF� ._/� L-133.04' g 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 tic ke \ SURVEY OF '. LOT 14 \, MAP' OF \ SYLORET ESTATES \ FILE No. 6390 FILIED JUNE 8, 1976 \ SITUATE \ CUTCHOGUE 5 4 s 7 � TOWN OF 'SOUTHOLDoAss9 SUFFOLK COUNTY, NEW YORK �o' A S.C. TAX No. 10,00-84-01 -6.14 NOTES: O'er ` r. • 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM '•, y \ SCALE 1 =30 EXISTING ELEVATIONS ARE SHOWN THUS: 28.0 �^ OCTOBER 5, 2023 2. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. ti Y53.D FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. ocF� LOT AREA 55„640 S .10 \ = ft. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. o,L o q' 2 POOLS; 8' DIA., 8' DEEP "( ' 1.,277 ac. ��' PROPOSED FUTURE 50% EXPANSION POOL $ Qt'�. `• • �� \fit` PROPOSED 8' DIA. X 8' DEEP LEACHING POOL PROPOSED COVERAGE DATA ooO PROPOSED FUJI CLEAN CEN-7 �p �a TREATMENT SYSTEM /' yp �p 'gyp y 0 PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX � \ DESCRIPTION AREA LOT COVERAGE _ 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD . \� \ �O ! \Slh HOUSE AND PORCH 2,598 s ft. 4.7% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. /�, sO q 4. THERE ARE NO WETLANDS OR SURFACE WATERS WITHIN 300' OF SUBJECT PROPERTY. .' '• ` DECK 377 sq. ft. 0.7% 5. THIS PROPERTY IS LOCATED IN FLOOD ZONE X AS SHOWN ON FLOOD INSURANCE RATE "�O� MAP PANEL No. 361030161. TOTAL 2,975 sq. ft. 5.4% . MAXIMUM 11,128 sq. ft. 20% �� �` ' • .' ` \� 52.7 'S G DRAINAGE SYSTEM CALCULATIONS: 0 ��\# .. '�`.;:.:::;::;::::;::... P � ROOF AREA: 2,540 sq. ft. 1��' F �Ctii: .:.: :......i..... 2,540 sq. ft. X 0.17 = 431.8 cu. ft. p :::.C.:::::::::::::::::::::::::::' 431.8 cu. ft. / 42.2 = 10.2 vertical ft. of 8' dia. leaching pool required - ' : 'b ...............................' :::.;.;::::: ' ,Q PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS • • `r/O� �O' h:'`r`' PROPOSED 8 DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ---- �'P / k' `'.........• ` rip 'tom• "...................: :::::::::. : ° ti s ... s TEST HOLE DATA ... . : ::: : : lip (TEST HOLE BY NATHAN T. CORWIN 111 L..S. ON OCTOBER 5, 2023) EL. 53.0' BIROWN LOAM OL 'k 1.5' 7BOO C BRROWN SAND WITH GRAVEL SP I/A OWTS SYSTEM - (NOTES) 7. 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. USE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. ��,j O / Toc I/ `� � Via, 2. A 1OFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED J '� , -92 s�j 0 PAVE BROWN FINE SAND WITH GRAVEL SP 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. Y{r�� t'n , y /. o '!cc •00• 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ��j w ti0 „� ARTICLE VII WITH ENDORSEMENT J. (v `�O J_ O 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN 1104, 17' ,, 0J �a 4 / q�c" l EL 38.0' ACCORDANCE TO ARTICLE 19. / 6. OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER y z G0 \ ARTICLE 19. QII 7. VENT I/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW OR DOOR. 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE SYSTEM LOCATION. v" G 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM REACHING THE CONTROL PANEL. I 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY OCCUPANTS OF THE RESIDENCE SERVED. es 54.9 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OP&4INGS. � o 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL I � 20"0 HOPE SECURE HEAVY COVER BY POLYLOC (NOT TO SCALE O ' �E(� 20'SAnY SCREEN BY POLYLOC (TYP.) 1 PQ' \ ,/ PEER \N ELEV.US55.0• FINISHED GRADE7.Wl 12 x 12 POLYLOK D-BOX FINISH GRADE ELEV. 52.5' PDB-12 RISER AND ELEV. 52.5'CLEANOUiROTO-FLOW 3050-4 LEVELERS O GRADE WITH LOCKING COVER 89 + k IF \ TOP EL 51.2' 8. PITCHED 1/A OWATS TANK MIN. APPROVED PIPE \ � v INV. EL PITCHED 1/4"/1' INVE W. EL 50.2 3' CLEAN 51.T 9' ELEV. 51.1' 4" SAND INVERT dia. \ ELEV. FUJI CLEAN CEN-7 INVERT INVERT C �S�S = ER COLLAR �J.�G� TREATMENT SYSTEM � ELEV. ELEV. 51.2' a I- 8.r ; - .d�� 01' 1V' ------------------ --------- - --------- - - --------------- / BOT. EL 46.4' - - '. :..../y HIGHEST EXPECTED GROUND WATER FUJI CLEAN CEN•-7 BOT. EL 42.5' ELEV. 9.D' - \ !�. 6' MINIMUM PENETRATION GROUND WATER PER TISr HOLE TREATMENT SYSTEM INTO A VIRGIN STRATA �• e•2' \ .0 55.D 5 BEDROOM HOUSE, SINGLE FAMILY DWELLING - 550 GALLONS PER DAY OF SAID AND GRAVEL O, USE: (1) FWI CLEAN CEN-7 TREATMENT ;SYSTEM - 700 GALLONS PER DAY LEACHING POOLS (2) 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA Q1r 2 LEACHING POOLS; 6' DLA. X 8' DEEP DEEP 2 LLEACHING POOLS EACHING STRUCTURES0OBE LIO ONSTRUCTEDDOMESORF PRESLAP REINFORCED CONCRETE (OR EQUAL) \ 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). PANEL MOUNTED CONTROL PANEL CO OL 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE: SHALL BE MAINTAINED. ALARM/CONTROL CO 4"OL PRESSURE � 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS TANK SHALL BE MAINTAINED. MDL#1041972 CONTROLER "A" MFG BY SJE RHOMBUS TREATED WOOD POSTS \ AIR BLOWER \ O INSULATED WEATHER / RESISTANT BLOWER ENCLOSURE : -1/2"VENTILATION PIPE i+ •^'..t:�a.ti .. J ... SCUM B CHAMBER Volume _- Sedimentation Chamber 397 '-11 ' - '-t' Anaerobic Filtration Chamber 396 _�.r;;,..--_: _ _ --- _'-' '"`""••"` ' Aerobic Contact Filtration Chamber 181 r•,. T�. Storage Chamber 90 ...,., :,..s....•.... TA 'f'';; :`c`'�`• a;ooli.4..:t�l�"ar'I E\... "vIE'\T.:La. NR LIFT PUMP ® Disinfection Chamber 6 �•- FY,s- t^�`•,s�., i••Irn.q^�•��( 7r„ E•p°'� q 0'.X NFEC PUMP Z ... �»'.'} " T�j r-.+ 1r•1 ,:r f.,-..r.t.r!', Total Volume 1069 n c: ..�:� "I[• iw r`....e r ,..,� "a .1.. _ CYLINDER(OPTIONAL) �6*.1 l': - S r\•, ,r �- .T'. •°,.•• I n^••(.\ �Tn I. 1 -ail '' T1'"Y � . t� F .i'' ~J tJ, LiI. �.•1.I:i... . a 1 :x*. 4"INLET PIP `. OUTLET PIPE rT AIR LINE TO S lJ, ;'L -K COUP U i •I"Y �.t t.. ^' 4 s' .... � ^�SPECIFICATIONS C 'i f !•• � 1 .. ,. j •r:-�• p • O M1 �.,.. a1.-. ,. •rt .•l :>:.5.''i;� a':i. ' nti^)" C\t*�.•...,I<1 fi,<<''+.`i,j�.'��.,:�r':_r:�J�.(`o1.VIE.a ) ` 177- 1 Anaerobic Media PP/PE Filling Rate 32% FUJICLEAN OWTS � 7, :.1 , .^ �+ ��' ?�r• 6 �- J 4•_B 1 •�A Board a Aerobic Media PVC/PP/PE FillingRate 17% CALL O C c::."��.� (,�` � {L- W F•i' v \!1"�,-.,-.,-, y�"l'C�!V 1�"""r"'-''"""4,,.fie Aerobic Media PP/PE F' Rate 55/o ..nn •rr, t r^ ` f? r.t ;/.1��� '` r;�) r e-• ,' J•' y I ✓ m FIN. GRADE n •GCS`" "; !, F '_.; }i �� P�w, ;1 rF i r' » Blower 2.8 o&n . F .. .. T Tank FRP ELECTRICAL SUPPLY TO C` ' � L I E.i �� ��•��• "� ,,1 .,. •e,,..c t.��"�! �-�'t<r'a i'^43.w AIR LIFT PUMP dL.i{):t,/L �l. INLET © Piping PVC/PP/PE TO BLOWER ' X Q Access Covers Plastic/Cast Iron (D Disinfectant( honal) Chlorine Tablets ELECTRICAL SUPPLY TO FUJICLEAN OWTS SPLICE BOX _ . ....._ _.. _ .�__.__.-.__..�.... _ .__ . . ...r, - - PREPARED IN ACCORDANCE WITH THE MINIMUM REgRCl1LATroN PIP BAFFLE NTAKE d+ ' r`.rG'�e�S:Ti '.S'i' ;�.(Ts :I�i~Fs r,S Vri(..F...} STANDARDS FOR TITLE SURVEYS AS ESTABUSHED FLOW OPENING(TYP. (CLEANING OPENING) B1 BY THE LIALS. AND APPROVED AND ADOPTED PLANVIEW CONTROL PANEL & BLOWER (NOT TO SCALE) ! .Tr ,. a; r . nxT r r!et r^ FOR SUCH USE BY NEW YORK STATE LAND _ -�,ar�l ?>< d TITLE AssoclA 1 11/l twrSt•:r�.i� :.�.Ji�r�}irtV+g' ,i ',(;!?lrV:'tya'a.l�"�?.��•. .��o.:.e�,. p4`��IEW Y �fl.� " SMFEC710N r.... r..st" �T,,d.p-rt r�•'r ..-.ri7TJ I qs CYLINDER(OPTIONAL) 4"MANHOLE l.�'. U,� a,' ©S �•... �'�_ '°r 1B•MANHOLE(TYP lEr MANHOLE(TYP 24'MANHOLE(TYP)- 1 r,, 412- 4 I K„, : '�, �'�'„ i• "' OPENING r0OAJRD TYPE ELECT. CONDUIT CONTACT MEDIA OWTS WIRING PER MFGR. Us 46 120V AC, 10. 60 HZ, 15-AMP POWER SUPPLY I #12-2 AWG WITH GND IN 1" PVC CONDUIT S },' I, 1L i I ♦� •• .•+r. ,m--":r 5 r^F2 e',�, r rt-n p y-.rl-,'°.'e1' 050 ® X X FUJI CLEAN HARDWIRE ;~r A 1Y. s�x .i.y- 1_/1- y-y;+. .t,.. L. L �..�r..1 . _ ^� •.....•. ORCULATI N OWTS OWTS MAIN �l!�e``ED LA�'�p N.Y.S. Lim. No. 50467 ASSEMBLY CEN 7 CONTROL SERVICE !t e-v• O) tY-D�" ® PANEL \ ' C� ELECTRIC SERVICE Nathan Taft Corwin III s'-t• 4'-tt" AIR BLOWER CONECTION UNAUTHORIZED ALTERATION OR ADDITION /• \® V V TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE \ C MEDIA SHALL BURIED ELECTRICAL BELOW GRADE CONDUITS GROUND ROD EDUCATION TAW. 24" COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor ERA110N ASSEMBLY - THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. ELECTRIC ONE LINE DIAGRAM CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. SECTION A-A VIEW SECTION B-B VIEW (NOT TO SCALE) ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTffUTION LISTED HEREON, AND FUJI CLEAN CEN-7 TREATMENT SYSTEM TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ((NOT TO SCALD THE EXISTENCE OF RIGHT OF WAYS THE LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 '50) cila SURVEY OF LOT 14 MAP OF SYLORET ESTATES SITUATE AT CUTCHOGUE T03FN OF SO UTHOLD SUFFOLK COUNTY, NEW YORK I(� FILED: 06/08/1976 MAP No. 6390 r S.C.T.M. No. 1000-084-01-6.14 LOT AREA = 55,639 S.F. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE UNDERGROUND UTILITIES ERECTION OF FENCES, RETAINING WALLS POOLS, PATIOS PLANTING AREAS, EASEMENTS NOT SHOWN AND UTILITY POLE LOTIONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE: THEREFORE ARE NOT INTENDED TO GUIDE THE I ADDITION TO BUILDINGS AND OTHER CONSTRUCTION.THE EXISTENCE OF RIGHT OF WAYS WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED UNAUIHOR2ED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALT. NOT BE CONSIDERED A TRUE VALID COPY. ALL LOCA77ONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM OTHERS SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT BE CERTIFIED. B.M. SET' DY U.P. N 5 AST 55.0' BRIDGE ROAD D ���� d� F S 46039'40" E 150.00' D/ J JUL 1 0 2024 J BUILDING DEFT, 364.23' T01IN )F SOL nj oT- A W � o � SAAWAR7 SYSTEM q �� UMTER r_\ CONSTBUCTION 2.6' 23.6 Ao ~ t 41.3 o CONCRETE FOUNDATION q h T.F. 54.67 47.5 ko ' w w w� O O M °0 � M �h LOT 14 OF NE�-VJ- sECc��O,p N 46023'20" 1P 150.00' %' `7 0 NOW OR FORMERLY OF �2 ZUHOSKI FAMILY FARMS LLC 0492161 4AND S SECCAFI C0 LAND SURVEYING PC 500 Montauk Highway Moriches, New York 11955 Phone: (631) 878-0120 Phone (631) 728-5330 psecco Pico @op t onl in e.n e t Pat C. Seccafico. PLS Pat T. Seccafico. PLS NYS Lic. No. 051040 NYS Lic. No. 049287 copyright — 2024 Seccafico Land Surveying PC DATE: 06/19/2024(FOUNDATION LOCATION) PROJECT No. 64709 SCALE: 1" = 30' DATE: 05/08/2024(FO UNDATION STAKEOUT) 'r-'------' ---------- --�-~�~-~��~~^�-~�� ~~~-�~�'�---~~^~~~-~`~-^`�^' ~ Generates! by REScheck-Web Software Compliance Certificate Project bridge lane Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 13% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Bridge Lane John Quinn custom builder robert higgins architect Cutchogue, NY 27 service rd A 50 hidden acres path Calverton, NY wading river, NY 11792 a e . . - off Compliance: 6.9%Better Than Code Maximum UA: 450 Your UA: 419 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 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.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,954 30.0 0.0 0.035 0.026 68 51 Wall: Wood Frame, 16" o.c. 3,098 21.0 0.0 0.057 0.060 150 158 Door: Solid Door(under 50%glazing) 60 0.250 0.320 15 19 Door 1: Glass Door(over 50%glazing) 40 0,300 0.320 12 13 SHGC: 0.30 Window: Wood Frame 366 0.300 0.320 110 117 SHGC: 0.30 Floor: All-Wood Joist/Truss 1,954 30.0 0.0 0.033 0.047 64 92 Compliance Statement: The proposed building design described here is ilding plans,specifications, and other calculations submitted with the permit application.The proposed build' 'fin meet the 2018 IECC requirements in REScheck Version : REScheck-Web ly with the mandat r ents II REScheck Inspection Checklist. p- MM ell2 k Name-Title Si cfha r I at * e S� 0190VO �OQ �TFOF N Project Title: bridge lane Report date: 12/04/23 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web 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 Fieltl Ver�f�ed #; Pre Inspection/Plan Review;- Complies? Comments/Assumptions;: & RegID Value Value 103.1, lConstruction drawings and _ E]Complies ;Requirement will be met. 103.2 "documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the ' ).building envelope.Thermal 3❑Not Observable envelope represented on y?❑Not Applicable R ;construction documents. f = 103.1, ;Construction drawings and ?❑Complies ;Requirement will be met. 103.2, 1documentation demonstrate E ;Ai❑Does Not 403.7 energy code compliance for I ` [PR3]1 ;lighting and mechanical systems. t -❑Not Observable , i ❑Not Applicable Systems serving multiple i ^I dwelling units must demonstrate compliance with the IECC } (Commercial Provisions. s' :302 1, _ Heating and cooling equipment is: Heating: ; Heating: ;❑Complies I Requirement will be met. 403.7 i sized per ACCA Manual 5 based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: ,❑Not Observable Manual J or other methods Btu/hr Btu/hr j approved by the code official. ! ❑Not Applicable ; Additional Comments/Assumptions: 1 J High Impact(Tier 1) 2` Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 2 of 9 Section # Foundation InspectionCompLes? Comments/Assumptions & Req.ID 303.2 1 A protective covering is installed to ❑Complies Requirement will be met. [F011]2 protect exposed exterior insulation '1❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 y Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [FO12]2 ,' installed. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 3 of 9 Section plans Ver�f►ed Fleld Verified # Framing/Rough'-1n Inspection Value Value Comp sumption .& RegID s 402.1.1, 1 Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 UDoes Not ;table for values. [FR1]1 ❑Not Observable ; ;❑Not Applicable ; 402.1.1, !,Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). E❑Does Not ;table for values. 402.3.3, 402.5 :[]Not Observable [FR2]1 i UNot Applicable t t e t t 303.1.3 U-factors of fenestration products# a❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not *i ;with the NFRC test procedure or []Not Observable taken from the default table. 4 y ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier 1 s ❑Complies ;Requirement will be met. [FR23]1 "installed per manufacturer's ❑Does Not j instructions. f a❑Not Observable 1 I :'j❑Not Applicable 402.4.3 I Fenestration that is not site built T❑Complies ;Requirement will be met. [FR20]1 i is listed and labeled as meeting I❑Does Not s ) IAAMA/WDMA/CSA 101/I.S.2/A440( _ '❑Not Observable for has infiltration rates per NFRC t = 11400 that do not exceed code 'A❑Not Applicable limits. t 402.4,:5 IC-rated recessed lighting fixtures `_ -j❑Complies ;Requirement will be met. [FR16]? -sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. I ❑Not Observable r T�❑Not Applicable ; 403.3.1 1Supply and return ducts in attics ( x❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is }`} ❑Does Not >= 3 inches in diameter and >= 3 t ❑Not Observable ; 11-6 where< 3 inches.Supply and--, return ducts in other portions of f t.0Not Applicable ; ;the building insulated >= R-6 for M ;diameter>= 3 inches and R-4.2 i F=J 'for< 3 inches in diameter. 3 403.3.2 I Ducts, air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 ;boxes are sealed with 3❑Does Not Cjoints/seams compliant with ❑Not Observable ; IInternational Mechanical Code or ,< 1International Residential Code,as r x 'j❑Not Applicable !applicable. 403 3 5 ;Building cavities are not used as I ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. `,❑Does Not EINot Observable _EINot Applicable 403 4 _ HVAC piping conveying fluids ; R- R- ;❑Complies ;Requirement will be met. [FR1712 .'above 105 °F or chilled fluids :❑Does Not below 55 9F are insulated to aR- ❑Not Observable ; 3. ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC J❑Complies ;Requirement will be met. [FR24]1 piping. Does Not J I I❑Not Observable ;❑Not Applicable 403:5:3 'Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. [FR18]zr 1;: zR-3. '❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) `2 J Medium Impact(Tier 2) 3.> Low Impact(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 4 of 9 section Ptans Verified Field Verified, # ? Framing/'Rough-In Inspection Complies :Comments/Assumptions & Re-AD Value Value 403.6 sAutomatic or gravity dampers are( ❑Complies ;Requirement will be met. [FR19]? !installed on all outdoor air ❑Does Not intakes and exhausts. - ' 1❑Not Observable i bNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 5 of 9 Section Plans der�fied F�eltl Verified_'; ' # :- Insulation Inspection Complies? Comments/Assumptions Value V '11 303.1,: !All installed insulation is labeled i ❑Complies I Requirement will be met. [IN13]2 or the installed R-values ❑Does Not d id prove . � �� QNotObservable ' ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- i,Elcomplies ;See the Envelope Assemblies 402.2.6 i ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable j liJ ;❑Not Applicable 303.2, !Floor insulation installed per _ , ❑Complies (Requirement will be met. 402.2.8 i manufacturer's instructions and Jj❑Does Not [IN2]1 !in substantial contact with the .• ( ❑Not Observable ;underside of the subfloor, or flook framing cavity insulation is in ;[]Not Applicable contact with the top side of !sheathing, or continuous , !insulation is installed on the f underside of floor framing and i I extends from the bottom to the top of all perimeter floor framing members. a, 402.1.1, Wall insulation R-value. If this is a; R- R- 1❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2of the ❑ Wood ;❑ Wood E❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass 1❑Not Observable ' [IN3]1 !exterior,the exterior insulation ; requirement applies (FR10). {❑ Steel :❑ Steel ❑Not Applicable ; < i I , 303.2 i Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 i manufacturer's instructions. ]Does Not 1 1 "!❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 6 of 9 section Plans Ver�fietl Field Verified. . # Final inspection Provisions -i Comphes? Comments/Assumptions value Value 402.1.1, 'Ceiling insulation R-value. R- R ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood '❑ Wood ;❑Does Not :table for values. 402.2.2, El Steel ;❑ Steel :❑Not Observable 402.2.6 [FI1]1 :❑Not Applicable I 303.1.1.1, .Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ❑Not Observable 300 ftz. ❑Not Applicable 402 2.3 Vented attics with air permeable j❑Complies Requirement will be met. [17I22]2. insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable : I extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door 1 R- R- ;❑Complies Requirement will be met. [FI311 insulation >R-value of the j❑Does Not ;adjacent assembly. l ❑Not Observable 1 ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 I ACH 50 = 1 ACH 50 = :❑Complies :Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not I<=3 ach in Climate Zones 3-8. 1 ' ;❑Not Observable :❑Not Applicable : 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 :❑Complies :Requirement will be met. [F127]1 :determine air leakage with ft2 ft2 UDoes Not either: Rough-in test:Total leakage measured with a ❑Not Observable I ;pressure differential of 0.1 inch I❑Not Applicable 1w.g. across the system including ;the manufacturer's air handler ;enclosure if installed at time of hest. Postconstruction test:Total : leakage measured with a ' pressure differential of 0.1 inch j w.g. across the entire system ; :including the manufacturer's air handler enclosure. 403.3.4 I Duct tightness test result of<=4 cfm/100 1 cfm/100 :❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ; ftz ;❑Does Not <=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 ❑Complies :Requirement will be met. [FI24]1 by manufacturer at<=2%of ( ;❑Does Not design air flow. : ,❑Not Observable ❑Not Applicable : 403:1.1 .' Programmable thermostats r- ❑Complies :Requirement will be met. installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable : initially set by manufacturer to ;code specifications. Applicable : 403.1.2 Heat pump thermostat installed $ DComplies !Requirement will be met. [FI10]2, Ion heat pumps. ! ❑Does Not J❑Not Observable : _. (❑Not Applicable i 403,5.1 Circulating service hot water #❑Complies Requirement will be met. [FI11]2- ;systems have automatic or ❑Does Not ;accessible manual controls. : I❑Not Observable .� i❑Not Applicable 1 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3'-1 Low Impact(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 7 of 9 Section ` 3 Plans Verified Field Verrfied # Final Inspection provisions Complies Comments/Assumptions _. & Reg1D Value: Value 403.6.1: All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25F _ =fans not part of tested and listed V ❑Does Not HVAC equipment meet efficacy r w and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable `403 2.� _ ,;;Hot water boilers supplying heat -j❑Complies ;Requirement will be met. [F126]z ?through one-or two-pipe heating 1❑Does Not ,systems have outdoor setback ; control to lower boiler water z ❑Not Observable 'temperature based on outdoor ❑Not Applicable ; 4�temperature. 403.5.1 1 ;Heated water circulation systems 'DComplies ;Requirement will be met. have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or,a cold water supply [3Not Observable ; 1 pipe.Gravity and thermos- =❑Not Applicable syphon circulation systems are w not present. Controls for circulating hot water system PUMPS start the pump with signal r ; for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop j is at set-point temperature and 1 no demand for hot water exists. , 403.5.1 2 Electric heat trace systems ❑Complies ;Requirement will be met. [FI29]z comply with IEEE 515.1 or UL E]Does Not 1515.Controls automatically adjust the energy input to the ❑Not Observable ; heat tracing to maintain the =;;❑Not Applicable desired water temperature in they piping. i 403 5:2 Demand recirculation water []Complies Requirement will be met. [F130]2- systems have controls that ❑goes Not }manage operation of the pump ` ' and limit the temperature of the ❑Not Observable 1 "I water entering the cold water ❑Not Applicable piping to <= 1049F. .- -: 403 5.4 ?Drain water heat recovery units = ❑Complies ;Requirement will be met. tested in accordance with CSA ❑Does Not B55.1. Potable water-side ; -;pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable ; individual units connected to one or two showers. Potable water- side pressure loss of drain water r� 9 ,heat recovery units < 2 psi for ; individual units connected to ! Ithree or more showers. 404.1 ,90%or more of permanent )❑Complies ,Requirement will be met. [FI6]1 lfixtures have high efficacy lamps. ❑Does Not t y y❑Not Observable ; �a❑Not Applicable 404.1r1 Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 no continuous pilot light. ` l❑Does Not �r�j❑Not Observable ; �❑Not Applicable 401.3 , Compliance certificate posted. i - ❑Complies ;Requirement will be met. [FI7]z 1 l❑Does Not T]Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2_ Medium Impact(Tier 2) `3 Low Impact(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions.' Compiies� Comments/Assumptions & Re ID Value Value 9': 303 3 Manufacturer manuals for ❑Complies :Requirement will be met. [FI18J3 mechanical and water heating `❑Does Not ' ;systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value. Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): e . Window 0.30 0.30 Door 0.25 0.30 Heating & Cooling Heating System: Cooling System: Water Heater• Name: Date: Comments J ' Affidavit-by Owner/Developer Attesting to Article 6 Exemption " I hereby affirm to the Suffolk CountyDepartment of Health Services that I have not owned or had an interest in more than four substandard lots(in my own name,corporate name, or another name)within the;last 3 years that.aie located wholly or partially-in-the County of Suffolk,any point on the boundary line of which is.less than one-half mile from any point on the boundary line of this substandard lot for which I am claiming an exemption from Article 6 density. "Any false statement made herein is punishable as a misdemeanor pursuant to§210.45 of New York State Penal Law Signature of'Property Owner/Developer- Date Print Name of Property Owner'(Developer.._CONCETTA CLEMENT-E Title PROPERTY OWNER VA M-059(Rev.3/20/19) I Tond 1/ APPROVED AS NOTED D► -s-ay B.P� 501q a FEEI ,`}` BY: COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE S TOWN CODES AS REQUIRED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: mmvmzm FOUNDATION-TWO REQUIRED FOR POURED CONCRETE .. �• ROUGH-FRAMING$PLUMBING ... �� INSULATION ��.,,�,�. FINAL-CONSTRUCTION MUST - 23 ' I ro � SCND !a - `i-23 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR TRUSS PLACARDING REQUIRED DESIGN OR CONSTRUCTION ERRORS Fire separatior4 required as per PLUMBER CERTIFICATION NYS Code ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER ELECTRICAL SUPPLY SYSTEM CANNOT INSPECTION REQUIRED EXCEED 2110 OF 1% LEAD. Blower door PLUMBING and ductwork AL4-.P.L-UM91af WASTE tesft ed! &WAtER LINES NEED g TESTING BEFORE COVERING ,Must provide Manuals DO NOT ROCEED WITH D,I and S as per ERAMINO UNTIL SURVEY NYS Energy Code OF FOUNDATION WWI% HAS BEEN APPIOED. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE 0 FASTENING SCHEDULE BASED ON TABLE R602.3 (1) NAILING SCHEDULE DESCRIPTION NUMBER AND TYP SPACING AND OF FASTENER LOCATION WALL FRAMING 16d COMMON 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C.FACE MAIL 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 10 BUILT-UP HEADER 16d COMMON T 16"O.C. FACE NAIL ALONG EDGES 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL OR 4-8d COMMON 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O,C.FACE NAIL 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH EACH SIDE OF END JOINT) 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL UJ 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL S 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL O 2-16d COMMON O 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL 2-16d COMMON 3-8d BOX rn W 18 1" BRACE TO EACH STUD AND PLATE 2 8d COMMON FACE NAIL �+/ z 7 L ry w O WW O (D _-) GENERAL CONSTRUCTION NOTES 0 o O ry O 4X4 POSTS 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. as adopted by New York State May 12, 2020, 00 Additional Code Compliance: LO 2020 Energy Conservation Construction Code of New York State, the J L 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; O Fuel gas code; Existing building code; Property maintenance code. Lo 4X4 PRESSURE TREATED POST ALL CODES shall supercede the drawings and shall be incorporated into the BELOW GRADE drawings WHETHER they are indicated on the Plans or NOT. Additions,Alterations&Renovations: shall conform with Appendix J c W JJI o 2. Written Dimensions take precedence over scaled dimensions rn a °i� `o -E c 3. The contractor prior to the start of construction shall verify all o U o 0 C 1 dimensions,existing or new and be responsible for field fit. 'z S y c L _ PINE 0 4n), rn I=w ff° � `o U .a C C ... O "+ ` 3'-11" DOOR TI AL 4. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity o c a 0 4o N m o 2 PINE BO R of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall N Y -T aY o ILIE C O UR be the responsibility of the general contractor to verify the depth of all existing footings a r 2 2' Z5 t'�.a 3 o 3 EJ disturbed by construction. o o U c g a co r IFS J u� y i?'c»= m a2 1t cm n� � rn �, TABLE R401.4.1 subscript b:Where the building official determines that in-place soils M•-.- _ a� - o E C N with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, L o 6 A `o o E . c the allowable bearing capacity shall be determined by a soils investigation. p,`o 0 t a a'�o a I� O y y O .0 N'0 C V C 0 0 co'b Z C.�-� Q 0 C 0) C m 0 5. Cast-in-place concrete shall be air entrained; 5/o<7/o total air content by volume and have „ a E� .' ; 0 8 w 12 an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, ? E o =_`o a garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. All Concrete shall conform to the latest ACI standards. 4'o" LANDSCAPE PAVERS 6. ALL EXTERIOR LUMBER Shall be ACQ/cedar requiring the following: ->;, ON GRADE a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D �,�nf AF; ;Year or stainless steel, a J fit., I RIM b.) Use Copper flashing Only against ACQ Lumber Sill Plates r', �� '✓. �� c.) All Structural connectors i.e.simpson strong-Tie or USP,etc ` moo' I I I I I I I I I I I shall be Hot-Dipped Galvanized or Stainless Steel. 0 0 TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES :, 01go3 Gam. a I I I I I I I I I I I I OF FOUNDATION MATERIALS Cl) I I I I I I I I I I I I �'`•� OF I I I I I I I I I I I I CLASS OF MATERIAL LOAD-BEARING PRESSURE I I I I I I I I I I I I Crystalline bedrock 12,000 psf L__, L__J L__J L__J L__J Sedimentary and foliated rock 4,000 psf Sandy gravel and/or gravel (GW and GP) 3,000 psf Sand,silty sand, clayey sand,silty gravel and clayey gravel 4X4 PRESSURE TREATED PO (SW, SP, SM, SC, GM and GC) 2,000 psf BELOW GRADE Clay, sandy clay,silty clay,clayey silt, silt and sandy silt (CL, ML, MH and CH) 1,500 psf a.When soil tests are required by Section R401.4, the allowable bearing capacities of the soil shall be part of the recommendations. LO p N W OUTDOOR SHOWER PLAN b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf N O FRONT ELEVATION TYP. SIDE ELEVATION are likely to be present at the site, the allowable bearing capacity shall be Z determined b a soils investigation. N SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" _ y g >- to SCALE: 1/2 1 -0 o a W w t) J LU U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SPECIAL WIND SEISMIC WINTER ICE SHIELD AIIR MEAN ~ SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW (MPH) EFFECTS WIND DEBRIS DESIGN WEATHERING LINE TERMITE TEMP REQUIRED HAZARD LOAD REGION ZONE CATAGORY DEPTH INDEX TEMP 20 LBS 1 140 NO NO No SEVERE MODERATE W N B T-01' TO HEAVY 11 YES NO 1500 o r less 52.1 cd 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. r l p"� ~ O.[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. v ~ 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. 2 '>0 O � Z � 0 I j /..t' J O �/ x C' .� W) 1/ T W O Roach U"A .. e \ R t l , CJ � C�I .. '/ t l t, NO u ry', •-`"!/' .R 71, 4zrjo z I )'� t � �'�r`yam•' e e �•!ti'`•��...` V) 4 1 '.'w:� .;•` lam•-.-, k .4;!+�',>rt-1.!.,'` wut,.'';; Wy, !� ri CJ M ' ELEVATION VIEW SCALE: 1/4" = l'-0" M CU Q � GUARDRAIL F.D. CONC PAD ON GRADE 36"HT.RAILIN AS PER OWNER BALUSTRADES SPACED SO THAT r I I IAN RA L 4"SPHERE CANNOT PASS F F z m m OUTSIDE BASEMENT ENTRANCE PLAN GRADE 1 ;0 4"MAX. GRA'1DE LLJ � SCALE: 1/4" = 1'-0" CD O z 36"HIGH HANDR X MIN Q Q LLJ 8"POURED CONCRETE UJ #5 REBAIRS z Q OUTSIDE BASEMENT ENTRANCE Q W U Q @ 12"oc --� (q 8"CONCRETE WALL ON MIN 16"X 8" FOOTING WITH 4"CONCRETE LANDING& PITCH CONC. l�U 3500 P51 P.C. MEETING RIN O DR STAIRWAYS. STAIR 1 PI PER O MIN. N HANDRAIL PER R311.7.8, 34"-38"ABOVE NOSING. 36"HIGH GUARD RAIL ON Z COMPACTED FILL TOP OF CONCRETE WALL. H 4"CAST IRON DRAIN �------------------------------------------- �rM�h�'J ' ------------- -- -- -- - -- - - t t Mai t F.D. UP 8"x16"POURED CONCRETE FOOTING ' ' t t 11R TO BEAR ON UNDISTURBED SOIL ' ' HA DR IL W ---------- ------ ---- - - ---- -- -- --D -------------------- a p d p• d ♦ p T-0" p• d ♦ p ♦ d p. d p t d D- d p t ------------------------ ---------------------------------------------------------- U �, DRYWELL EXTERIOR W 'y� O z LIGHT ^ V FHA U ABOVE "0 w M o Q400 FOUNDATION PLAN O o M CELLAR ENTRANCE SECTION DETAIL <C to ,� x SCALE: 1/2" = 1'-0" SCALE: 114" = 1'-0" ALL WORK COMPLETED UNDER THE 2020 RESIDENTIAL BUILDING CODE OF NYS �OF N��`0-t .� GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES 11111111111111� In combustibleFASTENING SCHEDULE 0 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 PLUMBING FIXTURE TRAP SIZE C _construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS as adopted by New York State May 12,2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE � Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD J 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling i,:suspended under floor framing. . inches Uninhabitable attics without storage 10 NUMBER AND TYP •� 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. DESCRIPTION SPACING AND Cr Fuel gas code;Existing building coode;Property maintenance code. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 LOCATION ALL CODES shall supercede the drawings and shall be incorporated into the OF FASTENER drawings WHETHER they are indicated on the Plans or NOT. 15. No backfill shall be placed against the foundation walls and/or whirlpool attachiments 1-1/2 el : U until the first floor framingis in lace or brace the foundation Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING �-' P Bidet 1-14 ® m 3t' Additions,Alterations&Renovations:shall conform with Appendix J Balconies(exterior)and decks 40 10 4-8d BOX (2-1/2")OR NIA > 16, Double joists under parallel partitions and under whirlpool tubs. Clothes Washer Stand II e 2 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. Dishwasher on se arate, tra - 2 Fire escapes 40 20 2 4-8d BOX 2-1/2" OR 3. The contractor prior to the start off construction shall verify all Floor drain CEILING JOISTS TO TOP PLATE ( ) dimensions orprior or new and Ibe responsible for field fit. 17. Metal flashing shall be installed were concrete abuts wood, Guards and Handrails per 1607.8.1.1 200 3 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX M(03)OR EACH JOIST,TOE NAIL • N existing and were decks abut house framing. Kitchen sink (One Or tWlO traps, with Or RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL � shall be installed in accordance under latest State approved Building Codes. 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub One or more compartments - passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (W) OR Z C All systems are to be designed,installed,&specified by the general contractors; HVAC, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER electrical or plumbing sub-contracctors. 19. All habitable rooms shall be rovided with a re ate lazin area of not less 8 ercent of the Lavatory - Rooms other than sleeping rooms 40 10 n �= P gg g g g p 6 RAFTER TO TOP PLATE `J Electrical certificates are to be provided the electrical contractor. floor area of that room,and the minimum o enable area to the outdoors shall be 4 percent of Shower based on the total flow rate through - 3-10d BOX OR 2 TOE NAILS ON ONE SIDE AND 0 P ( g Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE U the floor area being ventilated. Refer to Residential Code section R303 -- 5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity showerheads and body/sprays) Stairs 40 20 - OF EACH RAFTER OR TRUSS o V of 2000 pounds per square Foot:. All Footings shall be 36"below grade Minimum.It shall Flow rate: be the responsibility of the generral contractor to verify the depth of all existing footings 20. All window and door headers to be 2-2xl0 unless noted otherwise. 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR C disturbed by construction. 5.7 gpm and less 1-1/2 Roof 20 20 3-10d COMMON - TOE NAIL 21. Vent dryers to exterior as per Section M1502 More than 5.7 m U to 12.3 m 2 11 - 3-16d BOX OR fn TABLE R401.4.1 subscript b:Where the building official determines that in-place soils Vent range hoods as per Section M1503 gpm p gpm O with an allowable bearing capadity of less than 1,500 psf are likely to be present at the site, Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE 2-16d COMMON END NAIL III - •0 the allowable bearing capacity slhall be determined by a soils investigation. More than 25.8 gpm up t0 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING - 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Raft 16d COMMON 00 6. Cast-in-place concrete shall be adr entrained;5%<7%total air content by volume and have P ers having slopes greater than 3/12 with - 8 STUD TO STUD(NOT AT BRACED WALL PANELS) , (3.5"x 0.162") 24"O.C.FACE NAIL N an ultimate compressive Stier tlh at 28 days of 3000 psi. Except exposed slabs, and NFPA 72 . Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters U180 =-= . _� -H 11 p g y p p p STUD TO STUD AND ABI�'TiNG STUDS AT 16d BOX t " `',, N area in the immediate vicinity of the bedroom and on each story of the dwelling, g INTERSECTING WALL CORNERS AT BRACED WALL P ,, , t11, . garage slabs and steps shall be.3500 psi. All work shall be in accordance with chapter 4. Y ry g, including 9 L PANELS) 3-112"x 0.162" 16"O.C. FACE NAIL �! "° ,. s' All Concrete shall conform to the;latest ACl standards. basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 ,:;,,,=' " d' 16d COMMON „ ';': :�; '... >1_1" bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 1 O BUILT uP HEADER 3 1/2"x 0.162" 16"O.C. FACE NAILALONG EDGES 1`a; ` Floors ( ' ) ;,",,�1 ^,,. ,{fit d- R404.1.3.2 Reinforcement for Foiundation walls WHENEVER an alteration,addition,or conversion is made to an Existing Residence, TABLE R3'02.6 U360 . 11 CONTINUOUS HEADER TO STUB _ 5-8d BOX(2-1/2"X0.113") a.:;,;`: Concrete foundation walls shall b)e laterally supported at the top and bottom.Horizontal the smoke detection system of the ENTIRE residence must be brought up to code, reinforcement shall be provided irn accordance with Table R404.1.2(1).Vertical reinforcement DWELLING -GARAGE SEPARATION All other structural memebers U240 OR4-8d COMMON 70E NAIL ; i', , mg'- shall be provided in accordance wvith Table R404.1.2(8) hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.G.FACE NAIL 1 a 3: ({� SEPARATION MATERIAL Exterior walls with stucco finish ' H/360 ," R404.1.3.3.7.1; Reinforcement)for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 - - s-16d COMMON 3-1/2" NOT LESS THAN 1/2" INCH GYPSUM OR Exterior walls-wind loads/brittle finishes �40 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX( ) FACE NAIL 24 EACH SIDE L END the requirements 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 FROM THE RESIDENCE AND ATTICS (3 1/2") JOIST( MIN 24"LAP SPLICE LENGTH q EQUIVALENT TO THE GARAGE SIDE I'll Minimum yield strength of reinforrcing steel shall be:40,0000 psi(grade 40), in the imme(+late vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes U140 `= EACH SIDE OF END JOINT) required reinforcement shall be iin accordance with Table R404.1.2(1)thru and smoke glarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 1,4 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL R404.1.2(9). BOARD L=span length,H=span height OR BLOCKING(NOT AT BRACED WALL) . 16 BOX(3-1/2") ` . . 12"O.G. FACE NAIL All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 1 cJ BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL R404.1.3.3.7.2.; Location of Reirnforcement: vertical reinforcement in basement walls switch with batterybackup. Batte owered alarms are not allowed. NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING 9'-O"or higher as per tables R40�4.1.2(8) Vertical reinforcement in basement walls P ry-P USED FOR SEPARATION REQUIRED BY IRC-R302.6 - (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL shall be located to provide a maxcimum cover of 1-1/4 inches from the inside face. TABLE R802.5.2 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION - 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END MAIL GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON R404.1.3.2;Concrete foundationis shall have horizontal reinforcement as follows: section R602.10.4.2 Continuous sheathing method. APPLIED TO THE INTERIOR SIDE OF DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA Based on Table R404.1.2(1)- (imcludes basement entrances and window wells) End conditions for braced wall lines for the continuous sheathing shall conform RAFTER RAFTER GROUND SNOW:20 PSF 3-10d BOX Less than 8 foot Wall Height:Onie#4 bar within 12 inches of the top of to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON - - FACE (NAIL wall and One#4 bar near mid-height of wall. shall comply with nailing schedule and Figures R602.10.8(1)& R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD : ROOF SPAN 1" BRACE TO EACH STUD AND PLATE 3-8d BOX Greater than 8 foot Wall Height:(One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 18 2-8d COMMON FACE (NAIL 7 wall and One#4 bar near the thirrd points in the wall story.R404.1.3.3.7.3 Wall Openings 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be - - 12 FT. 20 Fl 28 FT 36 FT L provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING R404.1.3.3.7.3 Wall Openings:Vertical wall reinforcement required by Section R404.1.3.2 roof assemhl to the foundation. SHALL MEETASTM E119 AND FIRE STOPPING PER ASTM E814 OR:UL 1479 °,; that is interrupted by wall openincgs shall have additional vertical reinforcement of the same size Y I 11NUMBER OF 16D COMMON NAILS0_0 Q placed within 12 inches of each s5ide of the opening. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL ' 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3:12 16"O.C. 5 : 8 10 13 - 3-8d COMMON J R404.1.3.3.7.4 Support and Coveer; Reinforcement shall be secured in the proper location Wind resistance of asphalt shingles shall be tested in accordance with 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON O in the forms with tie wire or other(bar support system to prevent displacement during the concrete ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windbornei Debris protection 4:12 16"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL placement operation.Steel reinforrcement in concrete cast against the earth shall have a minimum Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels cover of 3 inches.Minimum coverr for reinforcement in concrete cast in removable forms that will be s 5:12 16"O.C. 3 5 6 8 BLOCKING TO JOIST 2-10d BOX L- copper roofing nails, minimum 12 gage shank with a minimum- 23 2-8d COMMON EACH END r exposed to the earth or weather shall be 11/2 inches or No.5 bars and smaller,and 2 inches 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing - - for No.6 bars and larger.For concrete cast in removable forms that will not be exposed to the Fastener Panel Span Panel Span Panel Span 7:12 16"O.C. 3 4 5 6 Z) . earth or weather,and for concrete cast in stay-in-place forms,minimum cover shall be 3/4 inch. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 4-16d BOX W The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. but not less than 4 per strip Or 2 per individual shingle-R905.2.6.Attachment Type Less than or less than or IeSS than Or BLOCKING 70 SILL OR TOP PLATE 3 16d COMMON TOE NAIL W O 9:12 16"O.C. 3 4 4 5 equal to 4 feet equial to 6 feet equal to 8 feet L5 2" PLANKS(PLANK&EE.AM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL a 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 27. Flame Spre,;d Index: R302.9 12:12 16"O.C. 3 3 4 4 . - . 4-10d BOX 11 Framing lumber shall be DOUG-Fir Larch#2 or better,E= 1,600,000 wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw J (D LL Min.Fb for dimensional lumber=850 psi. Insulatinn material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with 16 inches 10 i inches _ 8 inches - 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST O Wood exposed to the weather shlall be Pressure Treated Yellow Southern Pine#2 or better. p < - 2 inch embedment on center On I center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON ' t , O Including but no limited to:Deck(Framing,Posts,Headers,Girders&Ledgers. & :+►tics shall have a flame spread index:5 25 On Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS I"I"I lenght - - LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.G.FACE NAIL TO TOP&BOTTOM (D Ir ` z 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following- Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: - STAGGERED ON OPPOSITE SIDES v a.) All Fasteners shall be Hot D)ipped Galvanized-ASTM A 153 class D wall and ceiling finishes having a smoke-developed index 5 450 No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 0 F- 4-16d BOX EACH JIOIST OR RAFTER,FACE NAIL or stainless steel. Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies HEEL JOINT FACTOR 3-16d COMMON based anchor with 16 inches 12 inches 9 inches H C/ H r nN/ b.) Use Copper flashing Only a19ainst ACID Lumber Sill Plates &attics shy!!"i�ve a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 L.1_ � O c.) All Structural connectors i.e..Simpson strong-Tie or USP,etc 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKNG-1)JOIST 2-1od BOX(3') OR � r , shall be Hot-Dipped Galvaniized or Stainless Steel. len ht 1 / 3 1"5 _ 2-8d COMMON(2-11V') EACH (END, TOENAIL v PP 28. SWIMMING POOLS. Shall conform to Section R326 9 - 1 /4 , 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, 29. SOLAR READY`DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND 9. All Engineered Wood Products such as^Tres Joists, Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, PARTICLE BOARD WALL SHEATHING TO FRAMING installed in accordance with tMe manufacturers latest installation details, " a.This table is based on 180 ultimate design wind speed,and a 45-foot mean roof height. 1 / 6 1.20 - Framing connectors,Allowablde Hole diagrams,specifications,etc. ground anc�:=s areas. panels shall not be located less than 18 from a valley Z DESCRIPTIs01j f SPACING OF FASTENERS "Micro-Lam"Design Stress: E=1.9, Fb=2,600 psi,Fv=285 psi b.Fasteners shall be installed at opposing ends of the w000d structural panel. NUMBER AND TYP (n _0 "Parallam PSL"Design Stress: E=2.0,Fb=2,900 psi, Fv=290 psi A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the e'dgE of the panel. BUILIDNG ELEhi ,iTS OF FASTENER INTERMEDIATE ROOF SHEATHING S 9 P P `tall be PANEL EDGES W I-- a- "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi,Fv=300 psi this section:� posted near the electrical panel or water heater by the builder. TABLE 802.11 .�......_,. SUPPORTS GABLE END WALL FRAMING (� � V T3 c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND " 6d COMMON(SUBFLOOR,WALL) �j j C 10. R310.2 EMERGENCY ESCAPE AND RESCUE:Required in BASEMENTS, The maul slecirical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than - 30 3/8 -1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" J W U) C each sleeping rooms in basement,habitable attics, and every sleeping room for future sc,lar electric installation and labeled"for future solar electric". 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C z -J O shall have at least ONE operable emergency escape opening as follows: 31 6d COMMON d.Where screws are attached to mason SPACING SPAN 19/32"-1" 6 SEE NOTE A 6' J z � � Sill height of not more than 44 inches above finished floor. masonry or masonry/stuccco,they shall be attached 0 O *-a T- 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 (FEET) ULTIMATE WIND SPEED A. Minimum net clear opening of 5.7 square feet. using vibration-resistant anchors having a minimum ultimate v ithdrawal capacity of 1,500 pounds: W 9 co /8"-1- Except grade floor opening9s shall have a minimum net clear 32 1-1 1 4" 10d COMMON NAILS W 130 140 6" 12" = V � � opening of 5 square feet. 31. NEW Construction/Additions&Alterations: - Exterior glazing in buildings located in Wood-Borne debriis regions shall ROOF PITCH ROOF PITCH W 0 ..9 CD B. Minimum net clear opening height shall be 24 inches. It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. 112"STRUCTURAL CELLULOSIC U I_ <5:12 a 5:12 <5:12 a 5:12 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" z C. Minimum net clear opening width shall be 20". in detail the design,calculations, drawings,written Statements of the mechanical, Glazed opening protection shall meet the Large Mis;sle test ASTM E 1996. 33 U� W I-�- � Q D. emergency escape and resicue openings shall be operational air conditioning,ventilation. heating systems(new,existing or upgraded) and the ASTM E 1886 as modified in IRC section 3(01.2.1.2.1 5/8"STRUCTURAL CELLULOSIC -= from the inside of the room without use of keys or tools, stamped by a professional engineer if required by the Owner Or Building Dept. Garage door glazed opening protection for wind borme debris shall meet 16"O.C. 12 214 201 263 247 34 FIBERBOARD SHEATHING 1-3/4^GALV.ROOFING NAIL 7" T' (D 0- WHERE Basement contain moire than one or more sleeping rooms, ANSUDASMA 115. Areas within hurricane prone reegions: an emergency escape opening shall be provided for EACH sleeping room. (1). within 1 mile of the coastal high water line werre the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7« 7„ Emergancy escape and rescuie opening shall open directly to the outside wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL (2). In areas where the ultimate wind design speed I is 140 MPH or greater. 16"O.C. 24 340 318 422 396 T' 7" EXCEPTION: Grade floor or BELOW grade floor openings shall have EXTERIOR WALL WOOD STRUCTURAL PANELS a net clear opening of not less than 5 square feet. 6" DIAMETER ------► A. EXCEPTION: 16"O.C. 28 348 358 476 446 TABLE R602.3 3 Wood Structural panels with a minimum of thickness iof 7/16 inch and a maximum span TO RESIST WIND PRESSURES ( ) 11. STAIR HANDRAIL:R311.7.8 Provide Handrail on at least one side of each of 8 feet shall be permitted for opening protection.Painels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 continuous run of treads or flight with FOUR OR MORE RISERS. ,,,_�;,�: cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN.WOOD WALL NAIL SPACING Handrail Height measured above stair tread nosing,shall not be less than ,",� �` ONSTRUCTION TYPE Label all panels and store in a clean dry area of the Mouse. 16"O.C. 36 469 438 538 547 NAIL SIZE PENETRATION MIN WOOD STRUCTURAL PANEL STUD 34 inches and not more than 3f8inches. All Handrails shall be continuous 1.';'' «« « « « « « Attachments shall be provided in accordance with the tame as follows: STRUCTURAL _' ,, I , II , Ill , N", OR"V` 16"O.C. 42 535 499 664 622 THICKNESS SPACING EDGES FIELD l0 the full length of the stair from point directly above the top riser of a flight ry PANEL SPAN RATING to a point directly above the lowest riser of the flight,Handrails adjacent to 'y ' N 16"O.C. 48 599 559 745 697 6d COMMON NAIL O H a wall shall have a space of volt be less than 1-1/2 inches between p the pwall `, REFLECTIVE RED 1.50 INCH 24/0 7/16"OR 1/2" and the handrail.see code for cexce ►ions.Refer to Code for grip sizes specifications. PANTONE#187 (2.5"X 0113") 16" O.C. 6" 12" N O ,„.. ,�1 °`1, 8d COMMON NAIL 12. GUARDS:R312 F�orches,balcconles or raised floor surfaces located more than 30" 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 2" W(2.5"X 0131") C. 6" (o above the floor or grade below.shall have a railing not less than 36 inches _„' ;°* DESIGN CRITERIA TABLE 507.9.1.3(1) W Q ,(I in height. Railings shall have Trop rails and Balusters and Bottom rails that are •,_, °' m NO MORE THAN 4 INCHES AFPART. EXCEPT:the triangular openings formed REFLECTIVE �".3, DECK LEDGER TO BAND JOIST CONNECTION by the riser,tread and bottom rail of the guard rail at the open side of a stairway : WHITE FIELD ' INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 � J Wind.speed: 130 are permitted to be of such a si:ize that a 6 inch sphere cannot pass through. >y JOIST SPAN U U Open sides of stairs with a total)rise of more than 30 inches above the floor or ;.. NO Of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS P APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS grade below shall have guards not less than 34 inches in height measured + ; 7/16" min. structural l OOd Mean Roof Ht: 30 ft DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS P FRAMING SPACING NAILS SCREWS TO WOOD FRAMING . . - vertical) from the rosin of the,treads. ` Y g �"- Panel Attached to Roof(pitch: per plan 1/2"DIA.LAG SCREW 30" 23" 18" 15" 13. WINDOW FALL PROTECTION(: Were the top Of the sill of an operable window - DESIGNATION FOR STRUCTURAL &1/2"MAX.SHEATHING 1/2„ WALCEIL EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS CA 1/2" Frame in accordance Bldg Length per plan opening is located LESS than;24 inches above the finished floor and GREATER COMPONEN THAT ARE OF STROKE 1/2"DIA.THRU BOLT WALL EITHER DIRECTION 16"O.C. 8" 16" TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 29" C.".!NG EITHER DIRECTION 16"O.C. 4 than 72 inches above the finisthed grade or other surface below on the exterior &1/2"MAX.SHEATHING " 5/8 WALL 7" 12" 6d COOLER NAILS of the building,the window must be provided with a window opening control device "F" FLOOR FRAMING INCLUDING Of the residential Code bldg aspect ratio: 3:1 EITHER DIRECTION 16"O.C. 7�' 12�� (`r/1 that compiles with R312.2.2 Window Opening Control Devices. 111.0 GIRDERS AND BEAMS ( ) 2'1"TO 14'14'1"TO 16' 16'1"TO 18' TYPE"X" AT of New York State Nailirng Sched: Table R602.3 1 ,-��e"LONG6dCOATEDNAILSOR 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in "R" ROOF FRAMING 5/8" GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. 1/2"DIA.LAG SCREW BENEATH SCREWS SHALL COMPLY WITH accordance with R302.11 thru R302.11.2 and Draftstopping shall be &1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 installed per R302.12 thru R3012.12.1 "FR" FLOOR AND ROOF FRAMING 112"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gablie end wall framing shall be spaced 6"o.c. I 1, &1/2"MAX.SHEATHING Fireblocking materials R302.11.1 shall be as follows: UNDER SECT!^"!602 OF THE BCNYS WINDOW UNIT 24" 21" 19 Where the ultimate design wind speed is greater than 130 mph,nails for attachingpanel roof sheathingto intermediate supports shall be spaced 6"o.c.for (V 1. Two-inch nominal lumber 2. 1/2"gypsum board minimum 48-inch distance from rid g PP P 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED ges,eaves and able end walls;and 4"o.c.to able end wall framing. Q� with the 10 foot horizontal fireblocking in walls constructed using parallel NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) a � rows of studs or staggered studs. j� , ,_, 4. cellulose insulation installed and tested in accordance with ASTM E 119 or - Applicant shall provide engineered wood placard L �j _v CA E UL 263,for the specific apiplications on Or adjacent to electrical meter box for field inspection. F' W U � O Residential structures with Truss type construction, PLYWOOD STORM PANEL � '- F..� �' TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL �/ .0 M � for new dwelling and/or any addition,alteration r, y OF FOUNDATION MATERIALS -. Refer t0 General Notes for Panel W '-d a M .6 a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 r O CLASS OF MATERIAL LOAD-BEARING PRESSURE shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. t:Q .d r o Crystalline bedrock 12,000 psf of the structure for field inspection p4 � .� N v Sedimentary and foliated rock 4,000 psf Sandy gravel and/or gravel(GW/and GP) 3,000 psf - EKED ARC O0 M 03 Sand,silty sand,clayey sand,siilty gravel and clayey gravel '( (SW,SP,SM,SC,GM and GC) 2,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) �5; R�' hi �/� Clay,sandy clay,silty clay,clayey silt,silt and sandy silt lV I p�� O'C',y FO G (CL,ML,MH and CH) 1,500 psf WIND DESIGN SUBJECT TO DAMAGE FROM N 'A a.When soil tests are required by Section R401.4, O SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR M1EAN * I � 11 ', GROUND SPEED 1-OPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD c m' the allowable bearing capacities,of the soil shall be part of the recommendations. SNON! WIND DESIGN WEATHERING FREEZING ATFEMP ; (MPH EFFECTS DEBRIS LINE TERMITE LOAD ) REGION ZONE CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEEMP � � ; b.Where in-place soils with an eallowable bearing capacity of less than 1,500 psf ) , are likely to be present at the sitee, the allowable bearing capacity shall be p M 'q OF8010 determined by a soils investigatiion. E2',LS 130 NO NO NO B SEVERE 3�_0« TO MODERATE 11 YES NO 1500 or less 552.1 1_ N>E>�I �° 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. T 0.[N3 ] rho 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. S!trs a;cievaticns 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 BUILDING DEPARTMENT STAMPS P. 13:fisic wind spend for risk catagory II from ASCE 7-16 Figure 26.5-1 B 91 M . Outside Elevation Extent of header(two braced wall segments) C Extent of header(one braced wall segment) I J TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED I' _I fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING • • • Min.3"x 11-1/4"net header Header ' ' ' ' FULL HEIGHT BLOCKING ' ' ' ' 6-16d sinker nails • • • _• METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM ADDITIONAL FRAMING • • shall occur at to OR END JOIST CONTINUOUS ALONG LENGTH 16"OC ALONG p of wall ?� s =•= s •n�= = = •= •�� PER TABLE R602.3(3)-FASTENERS 6" OF OF BRACED WALL PANEL OR END JOIST L PANEL ABOVE RACED WALL PANEL • • • • fasten top late to header with • MEMBER DIRECTLY @ 1 I 1 I ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL B 1• Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. +• I.1 PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 •I I.1 I VARIES BY FASTENERS king stud with 2-16d NAILS EACH SIDE Braced wall line continuously sheated :I I 1 11 1• 6 shea-16dthing sinker nails Min on both i C o, Fasten sheathing to header 8d common nails in 3 in.grid .I I I I I METHOD CS-WSP: t '� with 1/2"wood Minimum 40001b header-to-jack-stud AS PER TABLE R602.3(3) structuralpanels. P side of opening •I I I pattern as shown and 3 in.D.C.in all framing(studs and sells) - • EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS = o, opposite side of sheathing '^ v 8d @ 6"O.C.ALONG • WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER c Minimum 40001bhesder-to-jack-stud strap BRACED WALL PANEL 8d @ 6"O.C.ALONG o on both side of opening opposite side of Panel splice edges shall occur over U .I AT 6" X O.C.O LONG) BRACED WALL PANEL BRACED WALL PANEL and l nailed to common blocking V .1 AT 6" .ON EDGE AND 12" O.C. o t � sheathing IN FIELD BRACED WALL PANEL x •� Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- I BRACED WALL PANEL � BRACED WALL PANEL L " V J I� BRACED WALL PANEL BRACED WALL PANEL � 1/2 thick wood structural panel sheathing leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: iv with 8d common nails @ 3"D.C.in all framing is required in each panel edge. 2 I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG studs,blocking,3-16d @ 16"OC ALONG , ( g,and sills)typical if needed W O_ 0 11 1� 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 W 1'I 1.1 WITH TABLE R702.3.5 OR BRACED WALL PANEL 2'to 18'(finished width) :_, •� _ ,1 1•I 1�1 1• TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER i Double x4 or Q _ _ 1 1• _ •_ J. SHEATHING i Min.length 16" ---Min D 2 per Table R602.10.5 2x6 King Jack studthickness wood structural 'ng& 1/2 men. � .� i . CONTINUOUS RIM OR in double 2 x post panel sheathing I "' - CONTINUOUS RIM OR M P N Q 'I 11 - �• END JOIST No.of jack studs per • I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST � Min. 2 2x4 ) P •I I 1 I•I O tYR• Table R602.7(1&2) > OVER AND BE FASTENED TO COMMON STUDS. Min. 2 1/2"Diameter anchors O HORIZONTAL PANEL JOINTS IN BRACED N 2-16d NAILS EACH SIDE _�'"`�- installed per section R403.1.6 d" WALLS PANELS SHALL OCCUR OVER .I 11II N I.1 with 2"x 2"x 3/16"plate washer • INTERIORS �- 1• AND BE FASTENED TO 1-1/2"x 5-1/2" FULL HEIGHT BLOCKING r I'I' I'1 THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING NAILING 1 1 I• OF BRACED WALL PANEL " .% M SPACING CONTINUOUS ALONG LENGTH 1 I I AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING I.1 1� 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL @ O.C.ALONG BRACED WALL PANEL •I 1.1 I.1 1• METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 'I I I 11 1• 2 X BOTTOM PLATE .1 I•I ICI I• _ . •1 I.1 1.1 I. NAILING EDGE FIGURE R602.10.8(1) FIGURE R602.10.8(2 Attach Sheathing to '1 I I I I 1• SPACING -6" BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat �L 1 Attach Sheathing nail sole plate _ _ _ _ _ _ _ _ _ _ BRACED WALL PANEL CONNECTION WJHEN 8D common naals to joist per Band or Rim joistwi to joist per • • • • • • • • • • • • • • • • • • • ExT SHEATH'G PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILIi�iG at 3"o.c,Top an Sub-Floor' nailing sched. 8D common Wises nailing sched. PANEL JOINT-----------' Bottom at 3"o.c.Top and Rim Joiist FRAMING FRAMING �� r. Bottom Rim Joist per Plains FASTENING REQUIREMENTS• FOR . . . . nchor Bolts and BRACED WALL PANEL AS PER Holdowns per plans 1 TABLE R602.3. 3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 z CEILIING OR FLOOR JOIST 1-1/4" galy. x 20 gage -J DIRECTION Simpson coil " with 5 a common ENDWALL-� ENDWALL H2A Stud To Rafter = - Connector Were the distance is SIMPSON H2A p ( ) r between 9-1/4"to 15-1/4" at each Rafter. With` - nails in each end at each rafter. FLOOR AND CEILING JOISTS DIMENSIONAL LUMBER OR ENGINEERED Typical Metal �� WINDOW HDR rovide blocking @ • n :: braced wall panels (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter A JOISTS-SEE PLANS trapping m p '" A at Openings N (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES W W Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Simpson -5 on each side of rafter BLOCKING shall ha a sheathing lock ng L 0 h z Solid Schedule Dwg-1 Q TYPICAL @ all Plywood Joints J LL 2T48"OC N SIMPSON H2A W O O BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil FIIIH rafters attached to top (5)8d x 1-112"nails in Rafter Strap with (5)-8d common nails plate with 8d nails @ 6"D.C. (2)8d x 1-1/2" nails in plates Q SECTION A-A along length of braced wall (5)8d x 1-1/2"nails in Stud in each end. catch jack studs Look Out Blocks Comer Hoedowns ,I • Refer to plans panel. and window or door Header. END WALL BLOCKING DETAIL, for locations - Less than ° N Typical each side and ALL Gable End Wall ° �'•-- if required r- windows and doors. o E2 ual FOR FLOOR AND CEILING BRACING " RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS FOR 3 SECOND WIND GUST SPEEDS GREAITER THAN 130 MPH See details on f BLOCKING AND CONNECTIONS SHALL BE FPROVIDED AT PANEL this page. RAFTER TO RIDGE STRAP R602.3 1) EDGES PERPENDICULAR TO FLOOR FRAMIING MEMBERS NTS IN THE FIRST TWO BAYS OF FRAMING AND,SHALL BE SPACED AT TYPICAL ELEVATION NTS �- ''^^ AMAXIMUM OF 4 FEET ON CENTER.NAILIMG REQUIREMENTS WALL TO HEADER STRAPPING IN LIEU OF RIDGE STRAPS -R602.4.6 VJ PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. 7 PER NAILING SCHEDULE. LOCATED IN THE UPPER THIRD Z _Z 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 Q THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. 8 9 OF THE ATTIC SPACE WITH ATTACHED � ^^ TO THE RAFTERS WI1fH 4-8D NAILS EACH ENID 0 CONTINUOUS FLASHING EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE J W PAST JOIST HANGER GREATER THAN DECK JOISTAND NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC O ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA,HOT-DIPPED CUT Z-FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH l I I I PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) see Schedule on DWG-1 POST TO HEADER CONNECTOR EXTERIOR OR 12" Min TIMBER TECH- I t TIMBER TECH - I I -RAILING POST, tip of lag screw shall fully extend beyond BEARING WALL "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER the inside face of the band joist. SIMPSON ABU POST OUTER THIRD COMPOSITE DECKING COMPOSITE DECKING GALV.DECK HANGER 4"TREATED POS TO CONCRETE BRACKET OF SPAN ONLY ATTACHED PER ATTACHED PEIR SIDE COVER 2"MINIMUM NOTCH GREATER CLEAR MANUF.SPECIFICATIO I I MANUF SPECIIFICATIO t I SIMPSON LUS26 @ 2X6 0• THAN 50% I ) I 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 _ 2-1/2"GALVINIZED CARRIAGEE BOLTS (PERCENT)OF 111 IJI it THRU BOLTED BOLTED TO SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURFAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE S t JOIST W! CONNECTOR SCREW METAL TIE FASTENED ACROSS AND 12"DIA.GALV BOLTS W/,. - -- _.=�jl�-- 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE TO THE PLATE AT EACH OF THE Use 1-1/4" Metal co2"MIN. OCK WASHERS. • WITH TABLE R507.2 ADHESIVE ANCHORS:HIGH-SITRENGTH Lul 0 2'. x JOIST ° N� EPDXY ANCHORING ADHESIVEE FOR NOTCH WITH 8-10D NAILS EACH SIDE N 2-1/2'MIN. SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD-O)R USE: / ~ „ Coif Strap 20 Gage N O �" 1 Mom• 0 2x RIM JOIST ATTACHED W! ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMP SON 0 � 12 Min (5) 8d common nails Z "MIN.' (3)#10 X 3"WOOD SCREWS '4* ) NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHORI TOP PLATES D3 MAX. in EACH END at N Q AND TWO WITHIN 24"OF EACH END OF DECK M IPE 2"MIN 6 MAX. EACH Stud. W 2-1/2"DI R507.6i.2 SIMPSON H2.5 AT EA.JOIST :• ~ :3�� OR 14"DIA.CAST-IN-PLACE 8d 6" oc Alon m CONCRETE FOOTING,DOWNd @ g J THRU BOLTS BLOCH<ING •:,,e- FOOTINGS MUST D3 MAX. Braced Wall Panel H TO VIRGIN SOIL .. SIMPSON DTT2Z W/(8)1/4"x 1-1/2' SIDS SCREWS .. BEAR ON U W!WASHERS OVER I BEAM ; SIMPSON BC •; (MIN 36"BELOW GRADE) (� BETWEEEN EACH POST GIRDER �: ALLOWABLE LOAD PER TIE:1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTfINGS FIGURE R602.10.8(1) 0 JOIST CONNECTOR y• OFFT LESS THAN(2)EACH END OF DECK: WITHIN 24" SOIL SOLID SAWN JOISTAND RAFTER WALL TO WALL STRAP AXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTION a- PORCHES & DECKS FIGURE R602.6.1 R502.8 DECK GIRDER & RA,ILING DETAIL R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE NTS TOP PLATE FRAMING TO NTS 1 NTS '� '� HEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON I STALLICATIONCO D DRAWINGS. 1 ACCOMMADATE PIPING 14 NOTE; 8d COMMON NAILS ARE 15 2-1/2" LONG WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS H 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 1-1/4" x 20 a - DECK STAIR gage G 185 SFE ABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized St 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails pp p W „�, N 507.9.1.3(2) Z FASTENERS at each stud with (5)-8d common nails N- IN 2 ROWS at each stud TOP PLATES TOP PLATES Strap may be attached OVER at may be attached OVER at each stud the plywood OR directly to Strap may be attached OVER GRADE p Q p O 5.5"MIN FOR 2X10 Studs. the plywood OR directly to the plywood OR direct) to W �: 5"MAXL 6.5"MIN FOR 2X10 Studs. p y U ,- STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 _ o' D . BORED HOLE MAX. DIAMETER 60% O O O O N ra strapunder sill Studs. s CV Z `� �^ rl O DIAMETER 40% (PERCENT)OF STUD O O 0 p CAST-IN-PLACE FOOTING GTH OF STEP • C � � «, 3\ (PERCENT)OF DEPTH and attach to SIII plate Q >~ ,� M �J STUD ��° 3-16d @ 16" oc Along BLOCK SOLID UNDER BOTTOM RISER W M O 5/8""MIN DEPTH 5/8"MIN. 5/8"MIN !8"MIN. 2. MIN ;° ]I '- C 2 BETWEEN JOISTS o D j' 00 TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD LAG SCREW OR THRU-BOLT 3/4"MIN _ - . " Braced Wall Panel CV ,\�•// NOTCH MUST NOT NOTCH MUST NOT -III=III - FIGURE R602.10.8(1) TYPICAL STAIR FOOTING DETAIL EXCEED 25% EXCEED 40% l=,i III III II o n N (PERCENT)OF (PERCENT)OF l I ° I in STUD DEPTH STUD DEPTH ' "` N 5� O © otic, V BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD IF HOLE IS BETWEEN NOT BE LOCATED IN 40%(PERCENT)AND PER FIGURE R507.9.1.3 (1) STRAPPING cc ,z BORED HOLES SHALL THE SAME CROSS G CD i 60%(PERCENT)OF ^ NOT BE LOCATED IN STUD DEPTH THEN SECTIONOFTHECUT - ° i ° Wrap strap under sill THE SAME CROSS OR NOTCH IN STUD " Applies to Garage Wall and - - STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" =III=III = yt r( * k SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction =„1=III . and attach to sill plates OR NOTCH IN STUD SUCCESSIVE STUDS "=III - - - • ' 1-1/4" METAL �'� ARE DOUBLED SPACING IS REDUCED TO THAT OF all . �. STRAPPING FF AND SO BORED LAG SCREWS TO ATTACH O 2X8 BAND JOISTS(1 2STACKED LEDGERS NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST A� of 9fo FIGURE R602.6(1) WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FOF Nr'' FIGURE R602.6(2) 16 NOTCHING AND FOUNDATION-SILL-STUD NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY WALLS AND BEARING WALLS BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 FLOOR FRAMING STRAPPING NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural 0 a) 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 .-I � g 1 MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation � thin profile structural glued together see Ian w/ ATTIC INSULATION ceiling line Exterior way for access _ •� Fill entire Cavity to Insulation dams p and la On I Od p CEIING FRAMING Seal Dint with CONTINUOUS BEAD Y sheathing as draftstop Y P Yw Batt Insul support 1 OF SEALANT Sheathing eala subfloor r � Cr behind tub TubI- I attic hatch - R-val Non-combustable sealant Base late revert loose-fill1. Typical equal to the Ceiling Double Frame Attic ( -blocking UBFLOOR GLUED,CAULKED Sealed tom p exterior insulation re uirem n acces4s opening Sealant or „ OR GASKETED TO RIM Air Se I insulation from ® CO � Continuous wall2 /4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through ?: adhesive as enclosure liner sealed SEALANT Sealant access e of Sealant or � solid blocking : T }, adhesive at perimeter and seams. SILL PLATE INSTALLED 1" min Rigid or rigid insulation Weatherstripping � Sealant g__ ` EXPANDING FOAM SEALANT Pre-Fab Fireplace OVER GASKER SILL g sealed around pp g Panel Seal stairs � Adhesi Casin 1/2" Gyp. Wall N,N�\ CONTINUOUS BEAD OF SEALANT Insulation'ZI .Air z 1 x2 Stop RECESSED LIGHTING FIXTURE Refer to manufacturers SEALANT four edges `Pull-down frame gap e Board DRYWALL CEILING secs for installation manual Sealed at perimeter with caulk ;' Sealant 1/2 plywood p finish w/soffit material staircase or foam � a- attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL t7 ' , DRAFTSTOP & SEALANT AT PULL-DOWN STAIRCASE CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL @ PREFAPi FIREPLACE AIR BARRIER AT FOUNDATION DETAIL M,.-�.:'�i:4%`I`"T (IQ '4 W o ATTIC HATCH DETAIL TO BAND JOISTS �_ I, ,,�;IJ This detail is for weatherstripping and draft sealing, NTS ' " ` - Baltic Door Energy Conservation Products r,' 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- R-501nsulation 00 R-Si?Attic Stair Cover Ri ENERGY NOTES V `qp k Nqv i" s,d "; ,," �"4 y' Ea a baffle installed ' ,, ,,, r__ %' ,:`` O ". ,. . :: y J ,_R403.3.2: Duct Sealing(Mandatory) Du ,"° . ,9a. S a Ducts, air handlers .<:`,'q e s and filter boxes shall be sealed. s a d. 9( rY) :¢ F 1. All design &construction in compliance and built accordingly to the aa`'t,�: 9 P 9 Y adjacent to soffit b.>;., s<"". 1 and ea r= ° 4 , Joints and seams shal comply with Section M1601.4.1. ' 2020 EnergyConservation Construction Code of New York State. k",: ':n �. ,,. ... :,;. ' vents. Baffle shall extend over - • •t •a ,.,.: ,.y b �.I approval b a third as HERS Rater user the Manual J ::. <„,.'r;, , N , ,Via;.:>;_- , :; . . ,- ;:' _ : -..E • The authority haven jurisdiction shall be permitted to determine an PP Y party( ) 9 S & D submitted at CO. ..��,, ,.�;,,, * * y 9, ,_ ,..l, s:%'= co Y 91 P - 'x: 14.. .,4. �,' j,. L,- 0 of th att" i :y. e is nsulation :w 1-A><r barrier and insulation installation.Table R402.4.1. p „ <u;, .. � O ,...,, i �- , ' ;energy efficiency program ram to exceed the energy efficiency re uired b this s code µ ->.' . : , : H. 9Y Y P 9 9Y Y q Y ,. .� �: :ti°,.`n,:. . 3Fs 9b. R403.3.3: Mandato Duct testing - Ducts shall be pressure tested to determine as per chapter 11 „• � -KK.-. ' ,%, , r =t ( ny) 9 P P. P TYP. ROOF CONST. ,�..„.._ �T < �:.' 'a .: ,, .: :,�, ,: _; F �. ,.., . T. Y:Pam. , .y" ,;w,. �rs' ,{f/,,G,F " II HVA Plumbing & Ele ri m shall h r Energy air leakage by an apparoved third party(HERS Rater) using the R402.2.3 `'t "tl; .tk- - ;>-. - '`. °k _J TABLE R402.4.].1 A C, Electrical systems s a meet the chapter 11 E e gy ( ) ; � ",, ; ':r ,:;t_;°, z. manual "J"& Manuals v 8 hir submitted at CO. AIiR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code 2020 energy conservation construction code of NYS. t, " �' ;",- �: .; � �>::.. : , ¢} �,' x, J Y, 9Y 2 x CJ W/ INSULATION :° ,: �... , � ;, `° .;. :` , 'i `. . :'.;ru .g 5.,' :' y.�,,'..vu'.9'a', a„., 4`a.�X:9%s° '"r 3' "�°,:.�:..a, �'1%~ i, .,s. ..-" � .y,: { . ., 4, .: ;i':'..,y Yx�' = ". waAa�:' ,:k. Ft,, L ,s. .,,.,,,.. .!' i` COMPONENT AIR BARRiIER CRTITRiAa INSULATION CRITERiAa 9C. R403.3.5: Building cavvities shall not be u T Fascia/ AS PER DRAWINGS . 1 y;.. y.. .' �:,, . >> .. '� " ": .�� _': ..: ° COMP 2. R401.3. A permanent certificate (Mandatory)shall be completed b the builder 9 used as ducts or plenum. YP ., ..,, ,,,; 1..",K �,,,r ",. =%"'!" �,. lr Soffit s ,.: , ee OR HERS RATER g , R . .,,;�;';',,, � . ....,,:' „ .:: ,,,;,; I insulation hall not be used as a sealing material. and posted on a wall m the space where the furnace is located ;, : , „_. „ ,,,, �" ., : " ,'... �; , .,, , . ...,. ,,:,;.".. w" ,,`." General A continuous air barrier shall be installed Air-permeable s g P P �,, , 10. R403.4 (Mandatory)Wiechanical system piping insulation carrying COnst. DW s q' =F : .- "' t; "°'X» " i f ; requirements in the building envelope. g a�,.�,., ..., . .�:' .: ,';' ,: '.";<-,51 ,*,:, - :.`" Y,;'. ..K , "'.: :�`"`„, :.' ',,, t q g fluids> 105 F degrees or<55F degrees shall be insulated with R-3 Minimum. _ - "' a. ,,., ',..,..,�..;;,z ,...,. . '. 3,y°,a , "'_�.{-.':,;t : ;> t 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 -N1102.1.5 9 9 44 ` ' i ,v :x Exterior thermal envvelope contains a Buildin envelope a rescri tive per table N1102.1.2 insulation & Fen. b Com onent. SEALANT1 I ;`,, :, ' � -.4 ". continuous air barrier. 11. R403.3.5 Building Cavities (Mandatory) - ->,: :w h ,,) ", 1. d..,, i `"Y ,f w r i 3.. ";l . Building framing cavitiies shall not be used as ducts r I T . Exterior Wall ; iota- k-::N:-:: r <. ... 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the re requirements of 9 9 c s o plenum. YP . i t .,,;,. :;>,`-x :; Breaks or Dints m lthe air barrier shall be P q q # '," r.,'�, :> '=y"`. `, J .. "s:", �, M ," pp : '` =: e 9 C: 112.2hruhN1 2 1 S e Const. Dw s > . sections N 0 t o 10 .2. 3 g y 9 t .5 ry 1`: sealed. �. `'�'"�'k �' t .. A `.tJ 7 2 N11 .1 R H water circulation r* j,=`„1 03 5 403.5.1 Bated at c c lation and temperature maintenances stems Mandato ( )) P ;`' ,. ' 8 , ` , ; u z'x . a, Yarw .r i envelope shall be filled with insulation.T e ! h II . "'`,All cavities n the thermal e o eHeated water circulatt on systems shall be in accordance with Section n 11 `' Cavity insulation P5. Installation-the coin onents of the buildin thermal envelo a shall be installed rn Y S o N 03.5.1.1• ; 111, . , : ,. . �� P 9 P yg t: i, . •r ", - densi of the insulation shall be at the manufacturers product Heat trace ten eratuire maintenances stems shall be in accordance with Section N1103.5.1.2. a. y:.;installation P accordance with the criteria listed in table 402.4.1.2 or required b code official, P Y - k:�: *: ,�, .K Y y fir, "` ,'`' y :,s. recommendation and said density shall be maintained for all volume of Automatic Controls,temperature sensors and pumps Shall be accessible. In � :: -,' ('` '. `.ro, ; t,: „<. �"<,` :{ �"`.` '",,-,, y: or an approved third party using manual J , S & D . P P .' v, Y s ; ,, °t 1 A , i - t, J each cavity.Batt type insulation will show no voids or gaps and Manual controls shall l be readily accessible. ,. g„ :1;,.aa w! , .Y f �: .. ,,a., .Lei';." ;.d n.v�,r s.''.tP:.".c.::..'�'. 'aS.:'.:.•.. �{,,"s:..,,, . p,, ',a ,...� - .la,�'.�', °iw,� .- maintain an even densityfor the entire cavity. Batt insu ation shall be n 6. R402.4.Air Leaks e: Mandato Air leaks a in accordance with sections N1102.4 � 4 9 (Mandatory) 9 :n ' n obstruction m - z t `;,, ..1.installed m the recommended cavity depth. Where a through N1102.4.5 13. N1103.6 (R403.6) Me.chanieal ventuation (Mandatory) RAFTER SEALING AT EAVE .u � • ���� " •<.°� ;,;'--. -:ri: `' _-.- , the cave due to services,blocking,bracer or other obstruction 9 cavity g g The building shall be provided with ventilation that compiles with the requirements of ,, 11 exists,the batt product will be cut to fit the remaining depth of the Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or witch other approved means of ventilation.Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE D cavity. Where the batt is cut around obstructions,loose fill insulation air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system " I"J W O shall be placed to fill any surface or concealed voids,and at the test results shall be signed by the party conducting the test. is not operating. - - ` z manufacturers'specified density. Where faced batt is used,the Refer to N1102.4.1.2 for testing requirements. `- LOW DENSITY SPRAY FOAM Q ��Zn) installation tabs must be stapled to the face of the stud.There shall be N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy INSULATION R VALUE IN '-A= _ � J V LL_ no compression to the batt at the edges of the cavity duc to inset 7. R402.4.2: Fireplaces;shall have tight fitting dampers or doors and outside Fans used to provide whotle•house mechanical ventilation shall meet the efficacy requirements - O stapling installation tabs. of Table N1103.6.1. Exception:Where an air handler that is integral to tested and listed HVAC Ri Id Foam or ACCORDANCE WITH , :;..:, ,� _,, P g combustion air. Factory built fireplaces shall be listed and labeled l� 9 g' �,1s W O according to UL 127. equipment is used to proviide whole-house mechanical ventilation, the air handler shall be Wood Blockin `Y - HERS REPORT " Ur = z Insulation that upon installation readily conforms to available space 9 9 powered by an electronically commutated motor. as backdam �,,., -' ;�- - f, 0 shall be installed filling the entire cavity and within the manufacturers - _ -- TYP. ROOF CONST. ,., 8. R403; Systems: NI103.1.1 (Mandatory)programmable thermostats shall be � . ; _ " density recommendation rat 14. N1103.7 (R403.7)Egtui�3menf sizing and efficiency rater (Mandatory) ' ' �" provided for each separate heating and cooling system.Temporarily operate Y 9 ( ry) Roof underlayment - Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the 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 . - 9 sealed to drip edg , :; m U ceiling/soffit shall The aligned with the air barrier. shall be max 70 F heating and 78 F Cooling. ACCA Manual S basted an building loads calculated in accordance with ACCA ,',, AS PER DRAWINGS , m *�- ` �' r Manual J or approved heating and coaling calculation methodologies. :i °i;i:: OR HERS F',AT iraruh�,i�ttisa�,�'. 1- insulation and any Igaps in the air barrier ER i" , ',''-"• ' ``"~ K.fir New or replacement heating and cooling equipment y ��' '' sealed. 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value p g g shall have an efficiency i - PP Y :,,.. .l ' ratin a ual to or renter than.the minimum re uired b federal law for the T Fascia/ ' ```� Access openings,dirop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less 9 q 9 q Y YP '•:`' "` 1 t `-"_, ` ` geographic raphic location vwhere the equipment is installed. Soffit see /� < " _,.,,.. " than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts g , ,> ::.. ,- wall doors to uncomditioned attics aces exterior wall lines to allow for required attic ventilation. pp Y - _ ' P in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs '�� ;Y P 9 , ,t -" f ' . be sealed. " , - ° F% shall 15, N1104,1 R404.1 Li h In a ui inert Mandato non-vented `` ---- in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. ( } gf 9 q P ( rY) %h ,...,, ti rsurafia���t3rT t i3 ,'; t� tp ,'::" ',,,.> �::,.' "`;<! .,,,; � 1 Cavities within corners and headers of frame walls shall be insulated Not less than 90 perccert of the permanently installed lighting fixtures shall a' 1*at .,r ,rrtr� �; ;, ;." ,. "" ;,;,,'_,",;-, >;: ..' nn Walls The junction of the'foundation and ail n.,, V r :.: ,..< contain only hi h-efficacy lamps. '.,':. sncd '':; :; , ,,, <: '; .4" 11 d. The unction of the b completely filling the cavity with a material having thermal Y 9 p late shall be see ec y p y b P Y .(. 'I-,--y "I z 1 I- ;,F'" , , T E r' '"'minimu m. xte for wall s: '" r inch m ''^^ ce of R-3 e i v!1 resister YP walls shall be �.: late and to off exterioral PP P . - Exterior thermal envelope insulation for framed walls shall be See Const. Dw s `;<; u;%:'.;;':":`: '�;,"7; _"I .J sealed.Knee walls shall be sealed. Ex ,� installed in substantial contact and continuous alignment with the air - - .'..,, ' ,;, f^-:. -':; barrier. `'' M,uu.r '" Q �' Windows,skylights The space between,window/doorjambs jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL - RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION DUCT SEALING REQUIREMENTS - � shall be sealed. INDOOR DESIGN HEATING " ELEVATION LATITUDE WINTER SUMMER " ALTITUDE DESIGN TEMPERATURE - TEMPERATURE Q Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including The air barrier shalll be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framin>and extend from the bottom to the to of all TEMPERATURE DIFFERENCE VELOCI VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW b P HEATING COOLING BULB " OPENING LIMITING perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be 15 7.5 71.5 M I I30% 45-55% I I DEVICE shall be covered with a Class 1,black permanently attached to the crawlspace walls. - W vapor retarder withi overlapping joints , FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) N W taped. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N Z Shafts,penetrations Duct shafts,utility penetrations,and flue WINDOW TABLE M1505 4 3(2) � � shafts opening to exterior or INTERMITTENT WJHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS3,b U.11 Q unconditioned spacJe shall be Sealed. LOCAL EXHAUST RATES TABLE M1505.4. 24" LLI RUN-TIME PERCENTAGE IN EACH 4-HOUR APPROVED WINDOW O � (36"IN IBC UNITS 4"SPHERE CANNOT AREA TO BE EXHAUSTED EXHAUST RATES 25% 33% SO% 660A 75% 1000% ) PASS THROUGH FALL PREVENTION H Q SEGIIMENT DEVICE CONFORM TO OVE O 0 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 the correct density without any voids or gaps or KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a FINISHED FLOOR compression,or narrow cavities shall be filled by Factor 4 3 2 1 S 1:3 1.0 FINISHED FLOOR R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM FINISHED GRADE V) TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. a.For vcntilation system run time values between"thbse given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and - F IINTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. FLOORAND GREATER THAN 72"ABOVE THE FINISHED )"-( GRADE OR OTHER SURFACES BELOW ON THEcl� conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal - - b.Extrapolation beyarnd the table is prohibited, COMPLY AS FOLLOWS: FINISHED GRADE M'� W envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. TAEtLE M1505.4.3(1) 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOTALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEPA AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. R312.2.2 WINDOW OPENING CONTROL DEVICES: WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH I) wiring plumbing in exterior walls. There shall be no voids or REQUIREMENTS 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090.THE OPENING DEVICE AFTER OPERATION w ,� (V gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. s Cq installation readily conforms to available space shall - NUMBER OF BEDROOMS ENERGY COMPLIANCE STATEMENT: TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO c0 � extend behind piping and wiring. DWELLING UNIT TO THE BEST O)F MY KNOWLEDGE, BELIEF AND PROFESSIONAL 3. OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE �� ll �-+ FLOOR AREA 0-1 2-3 4-5 6--7 >7 1 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 � V � � Shower/tub on The air barrier instal led at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be JUDGEMENT, TH-.ESE PLANS AND OR SPECIFICATIONS ARE IN E O exterior wall showers and tubs shall separate them from the showers and insulated. (square feet) COMPLIANCE VIVITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. W v v Airflow in CFM C� tubs. N 1101.14 (R401.3) Certificate (Mandatory) � l� � ,. � Electrical/phone The air barrier shall]be installed behind electrical or < 1,500 30 45 60 75 90 , ----- A permanent certificate shall be completed by the builder or other approved art and posted on a wall a 0 � en box on exterior wall communication boxes or air sealed boxes shall be installed. Cd --- pp party p 'b O -- - HVAC register HVAC register boots that penetrate building thermal 1,501 -3,000 45 60 75 90 105 _ in the space where the furnace is located, a utility room or an approved location inside the building. = �N boots envelope shall be sealed to the subfloor or drywall. - I - cautkand seal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit O �..� b i 0 3,001 -4,500 60 75 9a 105 120 ii i .I " �,; rougt,opening directo label service disconnect label or other re uired labels. The certificate shall indicate the 0 R �/ O �, Cd Concealed When required to be;sealed,concealed fire sprinklers shall Ii &; ` ry q �,�� J , W . sprinklers only be sealed in a nnanner that is recommended by the (i C°i i ; , predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation coin onents �, r '�'�.� `ra `° 4,501 -6,000 75 90 105 120 135 1,;<'. ; - �� . p �f� OG, � manufacturer.Caulkiing or other adhesive sealants shall not f, l{ i ��� I such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; Qw @00 '2N n� G be used to all voids]between fire sprinkler cover plates and ' ` ."=" `" :- ; U-factors of fenestration and the solar heat sin coefficient SHGC of fenestration, and the results 6,001 --7,500 90 105 120 135 150 i, - g ( ) walls or ceilings. '; , ' from an re uired ducts stem and buildin envelope a air leaks a testing performed on the building. Al I *ilk _ '� Y q Y 9 P 9 9p 9 IC = insulation contact. >7,500 105 170 135 150 165 ; l: ; . - Where there is more than one value for each component, the certificate shall indicate the value -�. a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. Far St:1 square foot-0.0929 m2,1 cubic foot per minute=0.0004719'rrt3/s. ltE i';'I { -__.__-_- covering the largest area. The certificate shall indicate the types and efficiencies of heating, Q'� q�, 19 A0 y0 cooling and service water heating equipment. Where ages-fired unvented room heater, FoF E,,N Rigidd insulation Weather-strip door electric furnace, or baseboard electric heater is installed in the residence, the certificate shall . -` %5 (reccx+mmPnded) opening and „ �� �� �� �� �� Minirmum R-5 threshold Wall Access panel indicate gas-fired unvented room heater, electric furnace or baseboard electric heater, Weatherstripping and insulation as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, Detail electric furnaces and electric baseboard heaters. 9 7 J� 65'-0" C .00l •=) Cr .0 X :1 CO V-81/2" 8'-8Y2" 10 C 12"SQ OR 14"ROUND .......... DECK FOOTING PER TAB ............... R507.3.1 FOR DECKS C SEE DETAIL ON DWG-2 24X16 SLIDER Cr C0%, i--- ----------------------------------------- El >M C: 11 N2-2x8 P.T.GIRDER 2-2x8 P.T.GIRDER % 0 114. 6-9 6'-9- U-9 116-11" 0 8" LADDER&STEPS R310.2.3.1 BILCO OUTSIDE 00A M BASEMENT ENTRANCE WINDOW 'WELLS WITH A VERTICAL GREATER THAN 44 INCHES Provide 8"concrete walls and 16"x8" DEPTH G U) footing to virgin soil,Wood Stair 09% x SHALL BE EQUIPPED WITH PERMANENTLY and Bilco doors system installed 9 "'; C) �. AFFIXED LADDER OR STEPS USABLE 0 of P as per manufacturers requirements. wit WITH THE WINDOW IN THE FULL OPEN 6 0 concrete dimensions for bilco shall 0 POSITION- RUNGS SHALL HAVE AN W be verified in field by Contractor _J _0 I TYP E)M WALL INSIDE WIDTH OF AT LEAST 12 INCHES U_ prior to pouring.p CY) SHALL PROJECTAT LEAST 3 INCHES X 04 bulkhead enclosures shall conform (0 FROM THE WALL AND SHALL BE SPACED to the Emergency escape and rescue NOT MORE THAN 18 INCHES ON-CENTER I 0 3 04 openings per R301.1 VERTICALLY FOR THE FULL HEIGHT OF doors as per R310.3-R310.6, SILL PLATE THE WINDOW WELL. V-01/2" 8'-OY.' R311.3 landings&Stairways R311.7 S A TYR DECK LEDGER---- X: Cn SEE DET. ON DWG 2 ------------------ ------—----------------------------------------- - z ----------------------------------- -:_ --------- -3/4"x11-7/8"LVI_ :-TYPICAL ANCHOR BOLT -R403.1.6 T ---------------- ---I-- -------- 2 z MAXIMUM SPACING:1/2'@ 72-O.C. ------------- -------------- ----------- ---------------------------------------------7 _J ----------------I---------------- ---7 ----r L------- ----- -- - EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. ---------------------------- 2 BOLTS PER PLATE AND HOLD AT LEAST 8"X 16"CONCRETE PIERS• • •------ --------- ONE BOLT��12"MAX AND 3-1/2"MIN OFF t -11 11 1 ENDS OF PLATES. _J 4 INSUL/WS, WINDOV\d WELL R310.2.3 C14 TWO SPACED EQUALLY o : , 8- I,- I - 0 TYR CONC.FOUNDATION HORIZONTAL AREA SHALL BE o MIN 9'-0" SQ FT.WITH A LINFIN. BASEMENT EMERGENCY ESCAPE AND HORIZONTAL DIMENSION (0 AS PER SECTION R506. OF MIN$'-0"TO ALLOW FOR 4" CAST-IN-PLACE CONCRETE 42 (n SLAB W/6 MIL VAPOR BARRIER 0 RESCLIE.. COVER PLACED U) _J I I 1 0 ANCHOR BOLT DETAIL W n U_ 0 0 0 -------------- ------ 0 OVER OPENING PER R310.4 0 SCALE: 1/2"= V-011 z 8. 0 R302.113 FIRE PROTECTION OF FLOORS: 0 r-4- :D 0 of: 0 W PROVIDE 1/2"GYPSUM BOARD ON ENTIRE _J F_ CEILINGABOVE BASEMENT ATTACHED POR I !�O_ I I 1 10 2- 0? 00 TO THE UNDERSIDE OF THE JOISTS.OR TYPICAL INT.FOOTING/COL .1 DIRECT VENT(0 zo zo W 00 AS PER EXCEPTION#3-SEE DETAILS PAGE 8 co 0 X: 30"x 30"x 12"THICK I HEATING SYSTEM 0 CAST-IN-PLACE CONCRETE - i _J - (D (J Z CY) FOOTING&3-1/2"DIA STEEL C? 6 INSTALL IN COMPLIANCE =i - (0 0 Z� COLUMN W/RESIDENTIAL,ENERGY TYP EXT.WALL NN mUl- BARS,GRIL.LES—COVERS R310.4 MAINTAIN REQUIR SEPARATION 8- T-2- 8'-2- 8'-2" 8'-2- 81-0" 22'-4" 40'-9" a It 1 1 &MECHANICAL C E BARS,GRILLES,GRATES OR SIMILAR 1 8- 1 DEVICES ARE PERMITTED TO BE PLACED DISTANCE FROM A L HEAT TYR FLOOR CONST. PRODUCING 11 INT TO OVER EMERGENCY ESCAPE AND RESCUE S CINFG EQU E FURNACE 8'-0" COMBUSTIBLE MA RIALAS PER OPENINGS PROVIDED AS FOLLOWS: NET I 1 !6-6 9t32" 11 1 - 00 g CLEAR OPENING SIZE COMPLYING 10 MANUFACTURER'S SPECIFICATIONS E AND LATEST MECHANICAL CODE. WITH R31 0.1.1 TO R310.2.3 AND SHALL Beam P)cket(typ) (2)2x6 P.T.SILL PLATE W/MIN. E TYPICAL ANCHOR BOLT -R403.1.6 2 BE RELEASoABLE OR REMOVABLE --- ---I I I I I a) : shim as req'd (3)1-3/4"x11-'7/8"LVL (3)1-3/4"x11-7/8"LVL I, . : !_k I I D (D FROM THE(INSIDE WITHOUT THE USE I _&------- ------------------- MAXIMUM SPACING:1/2"@ 72"O.C. 20 --,-- ----------- to ------ --- VENTING OF EQUIPMENT ------------ ------- ----------------- --------------------- M0 0 a OF A KEY,T(OOL,SPECIAL KNOWLEDGE EMBEDMENT OF 7"WITH NUT&WASHER, z , t. — ----- --------------!Ir------L �.fj co INSTALL IN COMPLIANCE WITH 'o 2 - - ------------- --------------- a r r ----------- ----- - P-4 OR FORCE i GREATER THAN THAT REQUIRED 1 11 it 11 1 2 BOLTS PER PLATE AND HOLD AT LEAST ,.s z• & 0 I; � I ------------------------ ------------------------------------- CHAPTERS 24 FUEL GAS, a) 0 a) -6 a) FOR THE NIORMAL OPERATION OF THE It " ONE BOLT-12-MAX AND 3-1/2'MIN OFF -) 10 ESCAPE ANID RESCUE OPENING. ------- ------- A V '_2 ENDS OF PLATES. AR,r- 0 'M 0 I It 22 Z5- - 0�t5 SHIELD&SILL SEALER TYR , It :; :: :; a 0 ..?5 0 0 45 4= 0 11 It 11 It 11 2 o =3 cL 2X4 FRAME APOJND 0 1 f it it I, Cr 0 a �r - -,�.o 3, Zir 8 BILCO 6 1 1 TYP.CONC.FOUNDATION C'E a) -_ ;;;;;:i -i ,--_L--- I - (D r - 6 'OL 0.0 STAIRCASE FROM FLOOR DROP TOP OF CONCRETE Z 0 8 0 0 C SCAPWELL TO CEILING. TREATED SHOE Cl) d) AS REQUIRED FOR PLATE AND GYP.WALL BID 1 -_42� ca cc ---- --- SWING DOOR,SEE PLAN 12 INSIDE FACE OF WALL MIN. .---A — I %I r- 0 0 FOR SIZE t22 - t (n L 4 75 A 0� ATTACH RAILINGS.HANDRAILS (n 1 0 0 ANCHOR BOLT DETAIL 2 o OC -0 2 C a) 0,= , a) to 0 34"-38"ABOVE NOSING. z t.uj C :E E o CL"02 SCALE: 1/2"= V-011 W 0 0 2'�V 0 2 v� 0 0C W U) 01 0 E 2�1 r 0 co V < - _J 0 8 6 22 0 a) r_ C L =(0 a) a M a: R302.7 UNDER-STAIR PROTECTION 0 0 ----I----I , 5-0 = r_ a 0) 2 W ENCLOSED SPACE UNDER STAIRS THAT 01 LL (2)ANCHOR BOLTS 8 in as a, ca E CL 0 a 0 0 -------- 0 0 -------- 0 J 04 S 0 C� 0 0 U_ "I IS ACCESSED BY A DOOR OR ACCESS 8 IN EACH CS-PORTAL _J 6 _J ---- - FRAME WALLABOVE PANEL SHALL HAVE WALLS,UNDER-STAIR u_ u_ 0 SURFACE AND ANY SOFFITS PROTECTED c� �4 cv U. C� UNEXCAVATED SECTION-SEE ON THE ENCLOSED SIDE WITH =5 ur 11 T-1)" CIA 1 C14 TYPICAL GARAGE SLAB DETAIL 3 ON PG 2 04 1/2-INCH GYPSUM BOARD. SMOKE 4" CAST-IN-PLACE SLAB I W/6X6 W4.0 X W4.0 MM ALARM,-- PITCH SLAB-114"FT TO ORS PLUMBING NOTE: GARAGE DO CO ALARM ALL PLUMBING SYSTEMS SHALL BE 11------- ----------------------------------- ------- INSTALLED IN ACCORDANCE WITH o W ---------- -------------------------------- --------------------- ;tI I PART VII OF THE IRC&NYS UNIFORM cli CODE SUPPLEMENT C14 0 ---------- --------------------------------- ---------------- i------------------- --------- ------77777:7 z C4- DROP TOP OF CONCRETE________J_ (D ELECTRICAL NOTE: U) LEDGE < AS REQUIRED FOR W ALL ELECTRICAL EQUIPMENT W GARAGE DOOR,SEE PLAN M EXTERIOR PATIO SLAB AND WIRING SHALL BE INSTALLED Cl) FOR GARAGE DOOR SIZE 0 — _J m to 6"4000 PSI CAST-IN-PLACE SLAB IN ACCORDANCE WITH PART Vill OF > < W/6X6 wl.4/wI.4 WELDED WIRE MESH THE IRC. A MINIMUM OF 75%PF ON GRANULAR COMPACTED FILL. 10-4" 1 14'-6" 22'-4" PERMANENTLY INSTALLED FIXTURES 0 PITCH SLAB AWAY TO DRAIN MUST HAVE HIGH-EFFICACY LAMPS. :: I Q? MECHANICAL NOTE: CIO -----------i----------13'_ THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH % L_ PART V&VI OF THE IRC. Cheek Walls ALL MECHANICAL SIZING PER ACCA _�� r Concrete MANUAL"S"BASED ON LOADS stoop I I CALCULATED PER ACCA MANUAL"J" And steps above DUCT COMPLIANCE WITH MANUAL"D" R303.4 MECHANICAL VENTILATION. ------------------------ - --- ------------------------------------ Cq DWELLING UNIT SHALL BE PROVIDED 8 ;,z I WITH WHOLE HOUSE MECHANICAL -------------------------------------------------------------------------- VENTILATION IN ACCORDANCE WITH xI (2)ANCHOR BOLTS SECTION M1507.3 IN EACH CS-PORTAL rl P-4 FE WALL 10'-4" 15'-2" 23'-8" SECTION-SEE ABOVE U rn DETAIL 3 ON PG 2 a) 0 01 65'-0" C) 00 TYPICAL FOUNDATION 8'-0" HIGH 8'-0" FOUNDATION WALL HEIGHT No IN ACCORDANCE WITH CHAPTER 4 Cd TYPICAL ANCHOR BOLT -R403.11.6 C) TABLE R404.1.2(8): tn �� M Cd MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH A 8" CAST-IN-PLACE WALL WITH FOUNDATION PLAN NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST HORIZONTAL REBAR PER TABLE SCALE: 1/4" 1'-0" ONE BOLT-12"MAX AND 3-1/2"MIN OFFENDS OF PLATES. �C?��3�� jG`��t�0� O R404.1.2(l) - SEE DWG-1 NOTE #16. 1. Walls 24 inches total length or shorter connecting offset braced wall A panels shall be anchored to the foundation with not fewer than one anchor bolt ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, located In the center third of the plate section and shall be attached to adjacent 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE braced wall panels at comers as shown in Item 9 of Table R602.3(l). (Fastening Schedule SHIELD, EXTERIOR DAMP-PROOFING, ALL 2. Connection of walls 12 inches total length or shorter connecting $ 01 FOUNDATION FOOTINGS TO EXTEND TO offset braced wall panels to the foundation without anchor bolts shall be permitted. 4 The wall shall be attached to adjacent braced wall panels at comers as shown in 0 P1, VIRGIN SOIL & BE FULL HEIGHT OR STEP Item 9 of Table R602.3(1). Fastening Schedule ,FOOTINGS 1 V TO 2H R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations. Cr 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: 13 1.1. Vertically at the ceiling and floor levels. 66-10" 1.2. Horizontally at intervals not exceeding 10 feet. ISO 47'-7" 17'-5" (D 2.At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3'-4" T-41. C: 3. In concealed spaces between stair stringers at the top and bottom of the run. •=3 Enclosed spaces under stairs shall comply with Section R302.7 (D 0 0 4.At openings around vents, pipes, ducts, cables and wires at ceiling and on floor level, with an approved material to resist the free passage of flame and products of combustion. ------------- - - - - - - - - - - - - -- 9 TW3052 TW3052 .0 ------------- 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 _2-2x10 2-2x10 C) 6. Fireblocking of cornices of a two-family dwelling is required at the line of 00 C\I dwelling unit separation. qq. 7. Fireblocking material:two inch nominal lumber, bats or blankets of mineral WOOD wood or glass fiber installed securely in place or 1/2"gypsum board. U) DECK 2x 10 RAFTERS 61 16"oc Lu 2X10 CEILING JOISTS @16'i3c 2x4 COLLAR TIES @ 48-c Pre-Fab/ Factory Built Fireplaces BEDROOMInd #1 '01 9'-4- 9'-2 1/2" 29'-0" Cn L In accordance with chapter I I 9'-TCLG HT 10, factory-built fireplace inserts shall W be UL listed and labeled and shall be installed in accordance with the FRAMER TO VERIFY CENTERLINE OF conditions of the listing. Factory-Built WINDOW OVER KITCHEN SINK WITH 2x 10 RAFTERS'(@ 16"oc fireplaces shall be tested in accordance KITCHEN LAYOUT PLAN PROVIDED BY BUILDER. 2X10 CEILING JOISTS @ 16"oc c*4 2x4 COLLAR TIES @48"oc with UL 127. Hearths shall be installed in TW3062-3 TW2636-2 accordance with the listing of the FWH60611 PALR Fireplace & in accordance with NYS code for Hearths & Hearth extension. (3)1-3/4"xl 1-7/8-LVL (2) 1-3/4' 9-1/4 LVIL (2)1-�flex '[V 0 All Fireplace shall be equipped with an ;10'4" cli 16-6 exterior air supply. Exterior air ducts 31 3Y2"1 L9 W CID N @ E? 11 0 1 UJ (71) X shall be UL listed. Factory Built Chimneys C� to KITCHEN shall be in accordance with chapter N Cn 9'-0"CLG HT 41'-OY2" Z) co 10 Section Rl 005 Factory Built Chimneys. _J (D LL _TW elf > U) 110 FAMILY 2'-6- 2 W QO UL LISTED GAS UJ 0 > CID CODE COMPLIANCE STATEMENTS: PRE-FAB FIREPLACE ROOM 1�� W W PJ If =� I GLASS DOORS& V-10"CLG HT Z ILL WA -1 O RAF TE S 016"oc LU O HEARTH EXTENSION o Z 9 0 _J CLOSET 4- C AS PER RESIDENTAIL W W < 9 FILING JOISTS @ 16-oc 1. The windows selected for this project shall meet �I W 11 to ob 2x4COLLARTIES @48"oc 1 0 > 0 ------ CODE-CHAPTER 10 LU if 2x 10 RAFT RS 0 16' C\I ;0 the egress requirements of R31 0. _J 'Pull L? VENT TO EXTERIOR .1 I= G J )s @ 16'§c 00 izz 2X6 CEILING T Z -1 S 10 48' oo 0 __3---------01 2x4 COLLAR Down 2. All windows shall meet Section R308 Glazing and 0 f D 0 _J U_ Stair U_ R308.4 Hazardous locations. U_ BATHROOM _J C? PANTRY 9'-0"CLG HT 3. Windows were required shall meet the0flndow Fall 11 > - I � " : I FL jo C) E protection requirement R312.2. CID (A M 0 E2 ZZ Zo t u'E 0 4. Bathroom windows shall meet the hazci,dous 12 7 M KNEE WALL CD ro a' a' 2 0 .02 J- C� 1 10 16 glazing requirements as per R308.4 CID Z vz� E 22 co 0 -A, C., C, 7 b I ii , N co N -6 C? FA 0 0 5. Stairs, landings, railings & guards shag comply co t 2: - a.,UJ 8 .0 2'_ with R311 & R312 8'-0 'Fa d> d a CDr If 6 101-0 0 Zo U0 6. Outside lighting shall comply with RE 3803.3 2-2x10 2 1 (2)1-3/4"x 9-1/4"L JL DROP (71) cl 5Y.' 7. Stairway illumination shall comply with R303.67 J -0-15 3 :am-9. 5 01: 8 TO M;= C�B- - 0 (D and R303.8 ;D I-SEA &INSULATE 0 8 , 0 0- 0 J 'P I BEN, a) CL.,% 52)A 8. Fireblocking shall comply with R302.11 thru R302.11.2 ; HALL ATTIC STAIR PER 122= 0 SECT.1102.2.4 2-'-0- 9'0"CLG HT SEE DET ON DWG-3 CL 3 9. Draftstopping shall conform to R302.12 thru R302.12.1 (cDo ii? : t, I I I I -�0.9 U -6 10; IL2, C' CEI ;0 2X10 RIDGE 2.g? C-�-0 .2 c Q Z 10. Flame spre U) - - - - - - - - - - - - :F U.2 C: E o CL ad and smoke-developed index for walls LO R302.5.1 OPENING PROTECTION T' M e D CNTR/ C 22 E 0 INSULATED SOLID CORE STEEL M V . ?, C and ceilings shall compy with R302.9 thru R302.9.4 C) CABS 0 72 ILL Zo --------- cl� a) a CL ca 0�0 8:5 E2 C) X C C? 11. Flame spread and smoke-developed index for Cl) DOOR,20-MINUTE FIRE RATED. 04 > ;0 C,..-46 41 _J - M t 0 WEATHEII STRIPPED 0-_ 8 =0 P CCU: E 2L C� IL 0 insulation shall compy with R302.1 0 thru R302.10.5 44'i --------- Cn 2-6-, W1 SELF CLOSING DEVICE. 2 Iz- - (n 9 0 11. Recessed lighting fixtures rated for 11� STUDY I I - 2'-6" Cn !9 ------------------------- membrane penetration shall meet ASTM Ell 9 6 9'-O"CLG HT W�_ �2 - WMW and Fire Stopping as - N Cl) per ASTM E814 or UL 1479 C14 CID ILL_J 12. Exterior Decks shall comply with R507. CD Of -------- 0 C14 14'-6" LIL 1V_11,21, 6'-6%" T-8%" ILL Tol 0 L 22'-11" 0 :9 5Y2" 51/1, 3Y2" 2 5Y2" 3Y2" 3/." CN N ILL! T-4- C14 00 LAUNDRY0 X UP ROOM GARA4 Z 04 06R EQUAL EQUA DWELLING GARAGE _J C4 W W 10 Z R312.2 WINDOW FALL PROTECTION NOTE: 4-� SEPARATION IN W 2-200 00 < 2-2xi 0 2-2x10 2-2xl 0 ACCORDANCE WITH C<L U-1 LO TABLE R302.6 _J 03 I I - > W TOP OF THE WINDOW SILL SHALL - -1'j, _J 1� SEE DWG-1 FOR TABLE 0 _J BE A MINIMUM OF 24"ABOVE THE FINISHED INSULATE WALLS X < TW3062 TW3062 0 0 TW3062 TW3062 C%I FLOOR AND GREATER THAN 72"ABOVE THE COMMON WITH LIVING co MASONRY AREA. , �t 0 U) FINISHED GRADE OR OTHER SURFACES to- 3% BELOW ON THE EXTERIOR SIDE OF THE 0 COVERED 0 C? X PORCH Cn (n 1� PROVIDE:HEAT (r C� BUILDING. SHALL COMPLYAS FOLLOWS: C� BLUESTONE FIN. W Cn N I DETECTOR PER R314.2.1 U') 6-10" <I q 5'-10" 14'-6%" R312.2.2 WINDOW OPENING CONTROL DEVICES: WINDOW OPENING CONTROL DEVICE SHALL 3­2X10 X N C'4 r"R 2x 10 RAFTERS (a)16"oc 2x 10:RAFTERS 0 16"oc COMPLY WITH ASTM F 2000. THE OPENING LJ- - - - I -_ Li 2X12 CEILING JOISTS @ 16"oc 0 "oC DEVICE AFTER OPERATION TO RELEASE THE 9 2X12 CEILING JOISTS @ 16 2x4 COLLAR TIES 9f4 COLLAR TIES @ 48"OC @ 48"OC DEVICE SHALL ALLOW THE WINDOW TO L _J FULLY OPEN TO MEET THE CLEAR OPENING 101, AS REQUIRE TO MEET EGRESS R310.2.1 HB&G PERMA-CAST -------------- - COLUMN 5'-2" 5'-2" U; WINDOWS, EXTERIOR FRENCH & SLIDING DRS 9 F--� Plans indicates ANDERSEN series 400 Tilit Wash 2-2x1 0 2-2x10 Z-) co Model Numbers and shall be In accordance with R609 F_ 11, To be designed & installed as per manufacturers ­1 0 - -- - - - - - - - - -!WL062- TW3062 0 specification for 140 ultimate design wind speed - - - - - - - - -- - -4 and Table 301.2(2), 301.2(3) kn Cd 9. 6'-17/16" 10'-9 3/16" 1 OW 11116" -8. @) Provide HP LOW-E4 glass; U = .30, SHGC = .29 '01 6-7 7/16 1 a cf� 0 EGRESS: shall meet R 310 41'-4" 23'-8" 4 .0 C:) --4 WINDOW FALL PROTECTION: shall meet R312.2 C� 4 Substitutions made upon meeting Code. Cd 65'-0" 01 See page one, general notes for additional code requirements. A#qo' �� O cli OSmoke Detector 9'- 0" PLATE HEIGHT Carbon Monoxide Detector 1ST FLOOR PLAN CPO% Refer to DWG-1 General Notes AREA SCHEDULE SCALE: 1/4" = l'-O" In accordance with Section 915 of the NAME AREA 0 A10 2015 IFC as amended by the NYS FIRE BLOCKING SHALL BE INSTALLED uniform code supplement GARAGE AREA 589.2 sq ft. IN ACCORDANCE WITH R302.11 -0 Area 8 1!!L6 sq 11J. THRU R302.11.2 AND DRAFTSTOPPING IR PER R302.12 THRU R302.12.1 7 S fL" 1 in" F ED .2x, 2X10 C 0 — =3 z I` ,c✓ C)- = - U " W o oro AAk �} ;: •' O Ill- co Adlmk s., > (0 36'-7%" 10 6'-5'/2'. 11'-0" 11'-8'/z" T-5'/2' ol - Z LO TW3046-2 TW3042 TW3046-2 Q J 2-2x10 2-2x10 3-2x10 I O „ FAN � 12'-0" `� V-11%:" N 14'-0" I Z 5'/" 3'/2' " - - O V 1 o W wp moo � �• co a Q VI I �r ;W � - o co U; I _J O LL BEDROOM #3 °P W 5, BEDROOM #2 N I O 8'-0"CLG HT J g g LIE�' 8-0 CLG HT Z U Z J Q l ( LU o 2'-0" 6'-10" •-----• w v0 U x co'; N °. WET BAR ; ; N N N - n o M �i - z z'-2'/2' zww 3-x22 S ;min,�ic W V) o ac;essw_ O O -0" E 5'2'-6" 2'-6" 12v 0 > I 8'-0" I v, °o �' I¢ in FAN 3-6" �S co � w �' 2 - (n J W 14'-11" `4 2'-0" I Y �� �� o � y c D Q cn 10'-10W, _LR io e M � c c 0 a 2 0 'D 0 00 _ — - — _ 2x12 RIDGE 4 I (D - 2 w o QF - - - - - - - - - - - - - - TDARDF�iTL- - - - - - - - - - - - — �t5 _0a cy :3 5- o &Co 8� 8o° 2'-6' I ` a i� °�c m� m 0 o / \ i i i i i m — o O c i i i i i O / \ o0 $ m ° no ° 1 I 5�" ��+ O% \ L a 0,2 Co to.1-° - 2 C ID '� W I v ° c ° I / UW' d�\��0,� OS -------- `d� o \ I � oo@� � c°mvi��� _ E 2i a / i \ GUARDRAIL v o --____-- r' cLi ' T y m m o058 O/ FLUSH LVL TO ° RI Gr c� \+�O I I ` c ¢` c o i' _ $Oj N \ Co.o ° -------- WAL N x /d/\O' I I m c nE m a>v m � N \ SUPPORT RAFTERS j� -------- I a \ H 0 Cn m Q H m E a c o n BEARING I/ \ = I / WALL �� x11 7/8 LVL � / / "„ \ I 1 w 2 1-3/4 " / f CO 2x10 RAFTER @ 16"oc Cn w 1 2x10 RAFTE S Ccil 16"oc O_ -------- \I\ I W I / l0 2x8 CEILING J gISTS @ 16"oc \ Open to -)g ___ 2x8 CEILING JOI&S @ 16"oc i g \ I ~ I'- below z ----- 2x4 COLLAR TIE 48"oc I o 2x4 COLLAR TI S @ 48"oc K J @ " \ w0 -------- I \ I i I BEDROOM #4 \\ NOTE: X N N / BEDROOM #5 8'-0"CLG HT 6'-6" N / 8'-0"CLG HT I N W I 14'-8" \\ PLATE HT 11'-1'/" f/ 14'-8" I 1 N 0 ' I Z 15/z" I 3'/z" I 13'/z" 15'2' N 1 I 2-2x10 I 3-2x8 1 2-2x10 I l IX W Q — -- 1 m TW30410 TW30410 TW3032-2 — — _ TW30410— L — TW30410 i 0 J 0 U) V1 H V A SOLAR. ENERGY SYSTEMS (R324) SOLAR ENERGY SYSTEMS SHALL COMPLY WITH IRC SECTION 324,APPENDIX U ROOF PLAN w & NYS SUPPLEMENT. SYSTEMS SHALL BE SCALE: 1/4" = 1'-0" LISTED AND LABELED WITH UL 1741. PANELS SHALL BE LISTED AND LABELED H Z WITH UL 1703. R312.2 WINDOW FALL PROTECTION NOTE: 2ND FLOOR PLAN �.^ ,—, 0 F--� SCALE: 1/4" = 1'-0" hI M TOP OF THE WINDOW SILL SHALL SOLAR READY ZONE: BE A MINIMUM OF 24"ABOVE THE FINISHED AREA SCHEDULE F� ��°1D O 'LD FLOOR AND GREATER THAN 72 ABOVE THE ,V IN ACCORDANCE WITH IRC CODE APPENDIX U FINISHED GRADE OR OTHER SURFACES NAME AREACd & 2015 IECC APPENDIX RB BELOW ON THE EXTERIOR SIDE OF THE SECOND FLOORAREA 1163 sq ft. .j �j C ►� M Cd THE TOTAL SOLAR—READY ZONE AREA SHALL BE BUILDING. SHALL COMPLYAS FOLLOWS: °��� o NOT LESS THAN 300 SQUARE FEET NOT INCLUDING R312.2.2 WINDOW OPENING CONTROL DEVICES: ��� p;t k� ACCESS OR SET BACK AREAS AS REQUIRED BY ' WINDOW OPENING CONTROL DEVICE SHALL THE IRC AND NYS SUPPLEMENT. COMPLY WITH ASTM F 2000.THE OPENING O Smoke Detector Q Q pN ROOF AREA ORIENTATION SHALL BE BETWEEN DEVICE AFTER OPERATION TO RELEASE THE Carbon Monoxide Detector I 110 - 270 DEGREES OF TRUE NORTH. DEVICE SHALL ALLOW THE WINDOW TO co Refer to DWG-1 General Notes FULLY OPEN TO MEET THE CLEAR OPENING In accordance with Section 915 of the CERTIFICATE REQUIRED P'ER IECC APPENDIX RB103.8 AS REQUIRE TO MEET EGRESS R310.2.1 2015 IFC as amended by the NYS �q� p+'gctAG uniform code supplement r Or NEB .0 . 0 cr 00 a) z c- CONT.RIDGE VENT No �1 CONT.RIDGE VENT : , = W O 12 :: 12 •• ASPHALT SHINGLES 00 6" ?r?•ir`. N 12 TOP OF PLATE 12 NT _ -- CONT.RIDGE VENT a ', ' M ® ® �- 12 ., CONT.RIDGE VENT 12EL 00 7i . . . i 7 [.I Li i ASPHALT SHINGLES - GUTTERS&LEADERS " " AS REQUIRED TOP OF SUBFLOOR TYPICAL TOP OF PLATE — -- - — TOP OF PLAT ~ z ---- -- _ _—_- ® ® ---- �-- - - - o fill 4 LLI- 41� i p o a, i — ___ a, ® ® _ —XILIM IY11111 TOP OF SUBFLOOR _- TOP OF SUBFLOOR —-—-— — - 7 W p TOP OF FOUNDATIO_ - —-—-—-+ v -- N JELL J ' I FINISHED GRADE ' ' FINISHED GRADE •-----• -- -- W O 00 i I I oo 0 TOPOF FOOTING --�'-- - - - - - D,- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -FQ4T(— - - - - - - - - - - -1�- - ,, - ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -- -- �' - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - --- - -J - - - - -'_ - - - - - - - - - - E o O O m om- 2 o � rn� � o RIGHT ELEV ION m :, m € cy�o� �i,£ ? m c o REAR ELEVATION °� ` gym 1 c c n o W. m m SCALE. c 8 � rn �w o SCALE: 3/16" = 1 '-0" 2 N C O O O N O o O N C O 7 n• O 2 0 O Q C 3 u, 3 cc2^38m C m m �C N L N�wO sL+ 0 C L O_ C 3� 1= 1j 'o O Q 1j 0�-, O p •- TOP OF ROOF CONT.RIDGE VENT o vEi G m 0 y m'O 7 L C m N F- c� yma• F- mEa� on 12 1 1 1 1 1 1 GUTTERS&LEADERS 12 12 AS REQUIRED171 TYPICAL 12 TOP OF PLATE_— ,<.;_ - - LLI __---__-`-____- _- 12 TO FP LATE —_— - N PLATE _- TC P OF PLATE — — --_ -- - N Z NT RIDGE VENT r CONT:RIDGE VENT - W N W o0 ADJUST HEIGHT OF WI DOW 1'-8' 00 o 00 1 12 O J TO ALIGN WITH FRIEZE TRIM ~ io U W Q 12 - O (A TOP OF SUBFL F UB OOR _ �4+/ TO O OOR _ _ E A JO TOP OF PLATEHilli - �jr - N----------- = CEDAR PERFECTION WOOD SHINIGL73— 0 HIM 0 WEAVE CORNERS vh IiIIII - - — -- TOP OF SUBFLOOR Hill ___ _ _ _—_ TO OF BFLOOR -- -— TOP OF FOUNDAIO TN— � T P OF FOUNDATION TOP OF FO DATION � � a It � Uco I , FINISHED GRADE SPLASH BO EMERGENCY ESCAPE o I I I AND RESCUE WINDOW WELL ;; I crj O WINDOW WITH WELL TYPICALkn >cm , I I I I I I °' I I II II I 1 , W ��l � r� M .� 0 V � •�NO x � r_', � TOP OF FOOTING _— - ['— — �'— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --� — — — — '� T P OF FOOTING -—-— — ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O M - - — — — — - '— — —'— — — — — — — — Jr i— LEFT ELEVATION FRONT ELEVATION 'S r. SCALE: 3/16 1 0 107-1 SCALE: 3/16" = 1 '-0" y VENTS: I 4"VENT THRU I I 4"VENT THRU P3103.1 ROOF EXTENSION ENGINEERED FLOOR JOIST R302.13 Fire protection of floors. J � ROOF ROOF OPEN VENT PIPES SHALL WITH A MINIMUM FLANGE Floor assemblies that are not required elsewhere in this code to -• '=3 EXTEND MINIMUM 6"ABOVE OF 1-1/8"X 2"WIDE. be fire-resistance rated,shall be provided with a O. %-inch gypsum wallboard membrane, � THE ROOF OR 6"ABOVE THE t> " •� ANTICIPATED SNOW ACCUMULATION. 1/2 THICK GYPSUM ADDITIONAL FIBERGLASS BATT INSULATION %-inch wood structural panel membrane, I I BOARD LAYED ON IF REQUIRED TO COMPLY WITH ENERGY or equivalent on the underside of the floor framing member. MM r'' I 2" {- P3103.2 FROST CLOSURE: TOP FLANGE WITHOUT CODE.REFER TO RES-CHECK OR HERS ® W 211 +,r.-• I -^ ► -. WHERE THE 97.5%VALUE FOR ANY FASTENERS. REPORT FOR INSULATION REQUIREMENTS. Penetrations or openings for ducts,vents,electrical outlets, 1 , •-'" , 1 1 OUT-SIDE DESIGN TEMP IS 0 DEG F lighting,devices,luminaires,wires,speakers,drainage, •' "" =` •' �' •I ' ' I ; ' I OR LESS.VENT EXTENSION THROUGH NOTE: piping and similar openings or penetrations shall be permitted.311 • i I ' • 1 • A ROOF OR WALL SHALL NOT BE LESS INSULATION OMITTED I ' THAN 3"IN DIAMETER. ANY INCREASE FOR CLARITY.REFER TO Exceptions: .a) ' ' I IN SIZE OF THE VENT SHALL BE MADE ENERGY COMPLIANCE 1 2"GATT MINERAL WOOL INSULATION 1. Floor assemblies located directly over a space protected b an Z � NOT LESS THAN 1 FOOT INSIDE THE DOCUMENTS LAYED ON TOP FLANGE WITH automatic sprinkler system in accordance w INSULATION STAY WIRES 24"APART Section P2904y WC I i with THERMAL ENVELOPE OF THE BUILDING. NFPA 13D,or other approved equivalent sprinkler system. _ TUB/ LAV LAV I STALL WC LAV WET BAR MANUFACTURER:"ROXUL" •� SHOWER I SHOWER I FIRE PROTECTIVE OPTIONS 2. Floor assemblies located directly over a crawl space not intended V p' FOR[-JOISTS FLOOR SYTEMS for storage or fuel-fired appliances. () COMPLIANCE WITH: R302.13;FIRE PROTECTION ='` ■■ V 1-1/2't 1-1/2" OF FLOORS: EXCEPTION:#3. 3. Portions of floor assemblies v 2ND FLOOR 1-1/2" I shall be permitted to be unprotected where complying with the following: C: 3.1.The aggregate area of the unprotected portions does not exceed y R302.13;FIRE PROTECTION OF FLOORS: W O 2 1 2.. 1 EXCEPTION:#3. 80 square feet per story 3" 3" I 3.2.Fireblocking in accordance with Section R302.11.1 is installed along the perimeter of the unprotected portion to separate the unprotected • 3" 1. THE AGGREGATE AREA OF THE Q r I 3" I portion from the remainder of the floor assembly. UNPROTECTED PORTIONS DOES NOT 00 i. -+ 2" EXCEED 80 SQ FT PER STORY 4.Wood floor assemblies using dimension lumber or structural composite N 2" I 3" ;---- _- - lumber equal to or greater than 2-inch by 10-inch nominal dimension, >„ __ - - ---- 2. FIREBLOCKING IN ACCORDANCE WITH _ 2" I 1 ' - ,_-„ _ __ or other approved floor assemblies demonstrating equivalent fire performance. ;:.,.` N - - -+--'''" , , __ _ I ' • 1 SECTION R302.11.1 IS INSTALLED ALONGTHE ® ' ' •---- - , 1 , 1 , •_. • 1 1 PORTION PERIMETER SEPARATE THE ROTECTED 3", � 1 PORTION FROM THE REMAINDER - - OF THE FLOOR ASSEMBLY. Sink Aft yvM DW Sink I LAV WC STALL I LAV LAV WC STALL WHIRL SHOWER 1 SHOWER POOL ` 's... ='s: M I I ta 71-1 /2" 1-1/2"1 1-1/2" FIRST FILOOR I 1-1/2" 1-1/2" 2" 1 3" 2„ i 3" 2" 3" 1 3" 100, 3" - .. Z I 0 I 1 „ --� I I 4 FAI - TYPICAL ROOF CONSTRUCTION INSULATION SCHEDULE shall comply.with Res-Check Class AAsphalt Roof Shingles w/ CO •� 311 CO i\ 3" fasteners per manufacturers specification insulation requirements of 2020 ECCC = CONNECT TOANEW and R905 OF THE NYS CODE. of New York F- SUFFOLK COUNTY DEPT Underlayment as per section R905.1.1 & D 411 OF HEALTH APPROVED Location R-value Thickness W Loca W SANITARY SYSTEM. Installed per Table R905.1.1(1) * W O Clg Ice & Water barrier as per section R905.1.2 Flat R-30c 8-1/4" Z (n (Note: Double underlayment is required ° Vaulted Clg R-30c 8-1/4" J for Roof slopes between 2 on 12 and 4 on 12) oor(unh d space) R-30c 8-1/4" FI eate O PLUMBING RISER DIAGRAM Framing As per plans with 112" exterior grade Floor(outside air) R-30c 8-1/4" W = Not to Scale span rated structural plywood or OSB Sheathing, Exterior 2x6 walls R-21 5-1/2" (� U Z Nail to framing in accordance Fastener air seal walls to pass 3 air changes per hour Q ..Schedules & Strapping per detail sheets). Above grade attic walls R-1 5 3- 1/2" -Flashing per R905.2.8 Foundation Rim Joist: R-30 - closed cell spray foam � � O All Glazing U = .30 SCGH: .30 m V CONTINUOUS RIDGE VENT _ - " - R905.1.2 ICE BARRIERS; TYPICAL SOFFIT CONSTRUCTION. 0% glazing U = .40 Doors less than 5 RAF":'ER/CEILING JOIST HEEL SELF-ADHERED POLYMER MODIFIED 12" overhan S t ICal Door-more than 50% glazing U = .30 SCGH: .30 pl JOINT CONNECTION g - yp RIDGE BOARD BITUMEN SHEET USED IN PLACE OF „ „ „ „ w c E.0 SHALL BE NAILED 12 NORMAL UNDERLAYMENTAND 6 fascia & 6 rake boards. azek or equal o o •, TOGETHER IN ACCORDANCE R802.3.2 COLLAR TIES EXTEND FROM THE LOWEST EDGES OF Metal drl ed a er R905.2.8.5 If part or the entire attic will be decked over with plywood m�= o E In WITH TABLE R802.5.2 p g P 'o 2" ` ° SHALL BE NAILED with 4-10d - - - - - - - - - - - -� ALL ROOF SURFACES TO A POINT NOT the ceilin oists must be dee w 0 w N �° 2 o a`r (SEE DWG-1 FOR TABLE) - 12 LESS THAN 24 INCHES INSIDE THE Vented Vinyl Or Azek vented Soffits 9 J p enough in order to fit the € _�, N,D o BOX NAILS IN ACCORDANCE batt insulation so that it is not compressed. If not then - o o = ca 6 c WITF4 SIMPSON HZAAT EACH $? c °' m W >, RAF FR TO STUD. WITH FASTENING SCHEDULE 1 -fin EXTERIOR WALL LINE OF THE BUILDING. v z a $ c ON ROOFS WITH SLOPE EQUAL OR GREATER TYPICAL EXTERIOR WALL Cig Jsts will have to be built up or upgraded to the next size. � 8 , 2 t w a THAN 8/12,THE ICE BARRIER SHALL ALSO BE ry APPLIED NOT LESS THAN 36"MEASURED ALONG 2 x 4 and or 2x6 Dou Fir Wood Studs n 16" oc. s o 8 N R402.2.3 IECC;EAVE BAFFLES 12 Ojl -- THE ROOF SLOPE FROM THE EAVE EDGE OF THE g V c a y•� >2 --B o SHALL BE INSTALLED IN VENTED ATTICS. +/-5.5�� BUILDING Double top Plate and Single Sole Plate. Other Specifications: 8 M 2 c U) 0o M.- o cA BAFFLE SHALL BE 3 ADJACENT TO SOFFITANDLLEC EAV.'VENTS .x4 CT @ 48"oc 1/2" exterior Grade - Span Rated ' Z 100% high efficiency lighting (CFL's or LED's) 646 $ o g a m�_w AND EXTEND OVER THE TOP OF THE M N•- - o" c ATTIC INSULATION i i Continuous Structural plywood Sheathing. 9Y PP =s _ N o.3 € • z All Energy Stara appliances N 8 C� `� �_, i, Fastened per Fastener schedule. r_,0 o - o F. o o 2 R403.6 Mechanical ventilation shall be provided that o •' - °' tyvec House Wrap or equal. P �is r z= E 2 o N meets the requirements of section M1507 of the IRC W'n•z=� �N �� �� o - - - - - - - - - - - - -1Vinyl or Wood Siding as per clients selection q TOP OF PLATE � � aE- o� Mo8w12 - - - - - - - - installed per manuf specs and NYS code. � 8 8� Mc E a=6 8 Cont. load path strapping installed in accordance R403.7 Heating and cooling equipment shall be R802.5.2.1 LAPPED JOIS R-30C ,BATT with drawings. Provide Fire Blocking in accordance sized in accordance with ACCA manual J by a LAPPED NOT LESS THAN 3". INSULATION with R302.11 & R302.11.1 and certified third party rater. SHALL BE NAILED 16d 2X8 LEDGER COMMON NAILS IN ACCOR NCE G SCREW TO Draftstopping per R302.12 & R302.12.1 STUDS @ 16"OC �- WITH TABLE R802.5.2 ON D -1 SIMPSON SKEWED 00 BATHROOM HANGER @ EACH TYPICAL FLOOR CONSTRUCTION p BEDROOM #4 RAFTER M W 3/4" Plywood Span Rated Subfloor, CN t BEDROOM #3 ENGINEERED Glued and Nailed In N O M FLOOR 12 accordance with the fastener schedule. cl Q JOISTS `�4+/- x6 Rafters 16"oc - - TOP OF SUBFLOOR 2x4 Ceiling Joists 16"oc Floor joists and Bridging as per Code. W Q TOP OF PLATE J -- -- -- co TYPICAL FOUNDATION CONSTRUCTION 0 Q in accordance with chapter 4 �U INYL SOFFIT ON 3000 psi Air Entrained cast-in-place concrete FURRING STRIPS wall on cast-in-place Concrete Wall Footing per R403. refer to Foundation Plan for footing size & -21 BATT thickness. Concrete Horizontal and Vertical FAMILY STUDY Reinforcement per Chapter 4. & en note #6. INSULATION COVERED P P g ROOM R-21 GATT Dam proofing per R406. 2- 2x6 - INSULATION PORCH P 9 P approved treated Sill Plates, Sill Seal And Termite shield per ENGINEERED Section R318. Anchor bolts per Foundation Plan FLOOR JOISTS and R403.1.6 TOP OF SUBFLOOR TOP OF FOUNDATION • • d INTERIOR WALL FINISH - - - - - - - - - -- Provide 1/2 Gypsum Wall Board on ceilings w 9 and walls except basement walls & cigs - unless a LVLGIRDER R-30C BAIT noted. Min 1/2 Moisture Resistant Wall Board on 61 INSULATION -b,p , •� N O b Ceiling and all walls in Bathrooms (humid areas) W R-11 GATT and 5/8" cement board on walls and ceilings in wet areas. [� H .-, Ot�i R302.13 FIRE PROTECTION OF FLOORS: •• INSULATION •a „ DRAPED ON i' PROVIDE 1/2"GYPSUM BOARD ON ENTIRE e;• ., Provide 5/8 Fire Rated gypsum wall Board on walls ,.� ap �, y CEILINGABOVE BASEMENT ATTACHED %•: a: 'i WALLS TO THE UNDERSIDE OF THE JOISTS.OR !Q and ceiling located as per code, manufacturers bwo AS PER EXCEPTION#3-SEE DETAIL ABOWE 0Lb;° '.� requirements and drawings. U :b to 00 .� Ij UNFINISHED x. . I! BASEMENT •� •b .. B TYR BASEMENTS LA TOP OF FOOTING °� e•°' ,�� �b NAB � a o Q N a O SECTION - A SCALE: 1/4" _ 1 -01t1 ��-v� 1901,0 F New BRACED WALL PANEL N C PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-A 1-B 1-C 2-1 2-2 2-A 2-B J C C TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP/GB GB CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP •� O• BRACE WALL LINE SPACING(FT) 13 23.33 20 23.33 20 17.4 40 40 23.33 23.33 34 34 U TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 48" 27" 27" 27" 48" 27" 24" 24" 24" 24" W TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 3 11 10 11 5 9 35 9 6 6 8 8 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c ' N a' C 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 7 C L C 2. ROOF EAVE TO RIDGE HEIGHT 1 1 •:3 3. WALL HEIGHT 95 .95 95 .95 1 1 .95 .95 .9 .9 .9 .9 Cr _ U ■■ 1 I I QC 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 - 1.6 1.3 1.3 1.3 1 1 1 1 r^ V _J I m 5. ADDITIONAL HOLDOWNS ,C O m m 6. GYPSUM BOARD OMITTED W '-' 4'-0" 39'-7" 1 T-5" 4'-0" • 11 7. GYPSUM BOARD FASTENING •7 00 00 4'-0" I RESULT REQUIRED BRACED WALL LENGTH(FT) 4 16.7 15.2 16.7 8 11.7 31 11 5.4 5.4 7 7 „'$,; N TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) O PER PLAN BRACING LENGTH PROVIDED (FT) 5 20.91 22.75 21.3 15.75 19 37.5 17 17.5 19 12 12co ' I „ I w , 4'-0" 4'-0 COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y a.Linear interpolation shall be permitted i CS-WSP CS-WSP I b.The total adjustment factor is the product of all applicable adjustment factors. 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(11)FOR 140 MPH c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines 2.1 MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 77777777 provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. 3. BRACED WALL PANEL END CONDITIONS AS PER FIGIURE R602.10.7 o_ 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE ABBREVIATIONS; - BWL=BRACED WALL LINE, SHALL BE OFFSET NOT MORE THAN 4 FEET. t I cn I m BW=BRACED WALL, 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL U U CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OiFFSETS, z CS•PF CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH BWL 1-1 END OF A BRACED WALL LINE 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL Q PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE - R602.10.2.2 J N = m - _J 4'0" I I I m W 4'-0" ", m L1J O I J v, 6'-3 3/16" 2-8 /16"3 3%z 5 4+/.^ Q (DLL Ch Woo CS WSP I CS WSP CS WSP I CS-WSPEc) U I I CS-WSP __ \ _ CS-WSP CS-WSP CS-WSP f n 777717t " a - vai o o cn I o o 5'-4'/z" 3'-6'/2" v U) Nr �N/ L.f� � II Ii U BWL 2-1 - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- - - - - - - - -1�- - ---} - - - - _ - - - - - - - - BWL 1-2 - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - � - - - I �� O _ m ' SIMPSON DTTZ2 I I GB ' G I I r E N ' 12 ALLOWABLE I ..HOLDOWN , 40) rn 02 ` o o Q) LOAD: 1825 LIBS � '---" N C co N y 2 O.L.. p� N �o ` O U 16� >+ a I I � ccZy 0Uyymm e � - i I y- N a m Or p G1 z5 I I c 5$� c �w yw o N m I I I a� � O0a 8wy8�o 00 U i B•- O v vi Use a16 m- Na i I I nt 'n o 3 c c E �3 N y 2 C 0 (0•- Q• O C °caoi8oz a 'nwvf0i� �'nrn co y.. �tgw OByL` Gf�c U I L L j O y 3 0 C Co - to I ycc C C C (0 W O•.L-. Ir•- I Q• V O C 'E @ 2 Z c �' c m UN o r I U 1 L 7"O 7 L C O p y •-_ f0 O.L.. Ln N C a E f0 N p F- 8ymvr HmEa�on o I n oo >� U� N a - _ - GB ' to , n u n u u - T i i i i i i BWL 1-3 i i i i i i U I n u n u u u - _ -�- - i i i i i i i 0 M M in LU --- 22'-9" ( I o F--- GB METHOD --------- N Z CNF -------- I S I I --------- 7"O C.AT PANEL EDGE � Q INCLUDING TOP AND W ------ D --------- O 100 I -------- m LJOINTS ------------ --- ------- I --------- ALL HORIZONTAL J BLOCKED AND U --------- CL AS PER DETAIL 2 ON DWG 2 -- - 11] FRAMING CONNECTIONS , ' O � ------ r4 I --------- 'v BWL.1=4 - - - - - - - - _ - _ ___ _ -- - - - - - - - - - - - - - - - - - --I - - ' - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-- - - - BWL 2-2 , a ' Cn I I a 04 -1 > to U I i V U I'�f � mil/ CS-WSP I CS-WSIP CS-WSP CS-WSP CS-WSP I ' CS-WSP I CS-WSP CS-WSP -- ' CS-WSP ell 4'-4 7/16" 6'-11+/:" 6,-9„ I ; , 5'-6%," 5'-6+/." cn I 4-0" o Cd BRACING METHOD •� M - - - - - - I ; - - - - -BWL 1-5- CS-WSP CONTINUOUS SHEATHING M - r - - - - - - - - - - - - - -i - - - - - WOOD STRUCTURAL PANEL M�M b 00 U ' DETAIL #1 ON DWG-2 h� N n I •---------------- -- ---- CS-P F CONTINUOUS SHEATHING O M Ed Cd I - �Ep A 1 ST FLOOR WALL BRACING PLAN M PORTAL FRAME -�~ TO � �� - �- +� ' DETAIL#3,DWG 2 SCALE: 1/4 - 1 0 5i OU CS-W P CS-WSP ' CS-WSP GB GYPSUM BOARD 4'-0" I 7•_93/" BRACED WALL NOTES: t REFER TO DETAILS ON DWG-2 4'-0" 39'-7" ( 1T-5" I 4'-0" FOR HOLDOWNS,STRAPPING,BRACED 2ND FLOOR WALL BRACING PLAN �'�, � U7gc�10 �' WALL DIAGRAMS AND DWG-1 +� - � �� '9T (� .. FOR NAILING SCHEDULE. ALL BRACED SCALE: 1/4 - 1 -0 Fps � �y'1 WALL PANELS SHALL BE FULL-HEIGHT 7 SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. BWL BRACE WALL LINE ell 1� ' r'�. .. ' lhk . x ti d► 1• ot• •t. s. + s `I �� ��'' Y.�vPlr�l�'dt�yt •.+..a�«/..j;�gy�;�.♦ � fr _p K { r y 4 .. � j of a /�... " ,��t�♦ a �K S_` � t�� � VN yp zY' ;'s� iJ I -• i _i s�"�- ` � � bay.t , Iv f ,`RJ � V � `� ' F��^� I.`�5�1.�/� �y�'--yt • ''` !` S Lu � � -��� G'fsr t( L �'��;43'�,t� � 3+��r Y—•f.''.