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Home My WebLink About50969-Z tpF SOUTho`Q Town of Southold * * P.O. Box 1179 �� oQ 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46972 Date: 04/14/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 450 Paradise Shore Rd Southold, NY 11971 Sec/Block/Lot: 79.-5-12 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/30/2024 Pursuant to which Building Permit No. 50969 and dated: 07/19/2024 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: Addition to an existing single-family dwelling as applied for. The certificate is issued to: Brian Santosus , Teresa Santosus Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50969 3/24/2026 PLUMBERS CERTIFICATION: uthorized ignature F,GlIr TOWN OF SOUTHOLD �g1)F 4�o Gy BUILDING DEPARTMENT a TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50969 Date: 7/19/2024 Permission is hereby granted to: Santosus, Brian 212 Campbell Ave Williston Park, NY 11596 To: Construct addition to existing single family dwelling as applied for. At premises located at: 450 Paradise Shore Rd, Southold SCTM #473889 Sec/Block/Lot# 79.-5-12 Pursuant to application dated 5/30/2024 and approved by the Building Inspector. To expire on 1118/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $385.00 CO-ADDITION TO DWELLING $100.00 Total: $485.00 Building Inspector pE SO(/lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road G Q P.O.Box 1179 Southold,New York 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brian Santosus Address: 450 Paradise Shore Rd city: Southold St: NY zip: 11971 Building Permit#: 50969 Section: 79 Block: 5 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Baldasano Electric License No: 43703ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor 1st Floor Pool Battery Storage . As-built Renovation X 2nd Floor X Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 7 Ceiling Fixtures Smoke Detectors 5 Pump Service 3 ph Hot Water GFCI Recpt Wall Fixtures CO Detectors 1 Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 4 Combo Smoke/CO 1 Transformer Sub Panel 1 A/C Blower Range Recpt Ceiling Fan 1 Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC 1 Blower Heads Switches 2 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier. Other Equipment: 8 Circuit Sub Panel Notes: Room on Second Floor c Inspector Signature: Date: March 24, 2026 OF SOpTyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. coorm, 631-765-1802 ci INSPECTION [ FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] ..INSULATION/CAULKING [ FRAMIN STRAPPING [ ] FINAL [: ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. Ief DATE IK INSPECTO * . * TOWN OF SOUTHOLD BUILDIN DEPT. i'gurm,�',� 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: 4Ta f I 'v r {G� G bZ' DATE INSPECTOR SO(/T,�o�o # TOWN OF SOUTHOLD BUILDING DEPT. `ycoual, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ZINAL A.0uIx-ol [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Aw (ok- 41t 6)- DATE 7'�.3'��P INSPECTOR so t.�o 47a y5o 01 e, Pol # TOWN OF SOUTHOLD BUILDA DWT. coo 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION . , [ ] PRE C/O [ ] RENTAL REMARKS: o?v floor Bea( �vu DATE a 0.! INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS • b a � FOUNDATION (1ST) y -------------------------------------- FOUNDATION (2ND) ..� y ROUGH FRAMING& PLUMBING 1 INSULATION PER N. Y. STATE ENERGY CODE 3. n60 AA ow vio � a FINAL ADDITIONAL COMMENTS d c- � o rn 00� y ' O � z x H — x d r� b o.Ps°FF°1 toot TOWN OF SOUTHOLD—BUILDING DEPA TMENT y� Town Hall Annex 54375 Main Road P. O. Box 1179 South Id,NY 11971-0959 rn a - oy • o,� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.soutlioldtownny gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. �� /�/ Building Inspector: MAY 3 0 9024 Applications and forms must be filled out in their entirety. Incomplete f applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:3/1/2024 OWNER(S)OF PROPERTY: Name:Brian Santosus SCTM#1000- 79.-5-12 Project Address:450 Paridise Shore Road Southhold NY 11971 Phone#: 516 225-225-3341 Email: /y1aC f�rwli ® v'eri2o�. ref Mailing WAddress: 212 Campbell Avenue„Williston Park NY 11596 CONTACT PERSON: .Name:Angelo Katevatis_ Mailing Address:355 Sunrise Hwy. West Babylon NY 11704 an_Angelo@shellsonly.com Phone#:631422-9190 T!� DESIGN PROFESSIONAL INFORMATION: Name:Michael Angelone Mailing Address:4 Pond Place Oyster Bay NY 11771 Phone#:51.6.922-2024 _-_--__-__ -Email:Angel1 ss@verizon.net_ CONTRACTOR INFORMATION: Name:Dennis Katevatis Shells Only of Suffolk Inc.____ Mailing address:355 Sunrise Hwy. West Babylon NY 11704 Phone# 631 422-9190 .___--------_.- DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 65,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 a PROPERTY INFORMATION Existing use of property:Residenti.al ._ Intended use of property:ResldentlaL— _ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes MNo IF YES, PROVIDE A COPY. Res(dential��- ^ _. _ _ _ 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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 210.4S of the New York State Penal Law. Application Submitted By(print name): Angelo Katevatis BAuthorized Agent ❑Owner Signature of Applicant: Date: I V go 2-Y `STATE OF NEW YORK) SS: COUNTY OF suffolk ) Angelo Katevatis being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Contractor/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 Lj da of 1�4 V , 20 Z"� Notary Public GENNARO COZZOLINO Notary Public,State of New York Qualified 1C06 9ks County PROPERTY OWNER AUTHORIZATION My Commission Expires oct 11,20?, (Where the applicant is not the owner) Brian S a ntos u s 212 Campbell Ave Williston park NY 11596 I, residing at do hereby authorize Angelo Ka tevatis to apply on my behalf to the T wn of Southold Building Department for approval as described herein. Owner's Signature Date GENNARO COZZOLINO Brian S a n tos u s Notary Public, York Qualified in Suffolk county Print Owner's Name No.01C06249654 My Commission Expires Oct.11,20 2 BUILDING DEPARTMENT- Electrical Inspector f Off' G Z TOWN OF SOUTHOLD *bwn Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 o ja mesh(D_southoldtownny.gov - seand(ab_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name:-Eok,4�s'cAn o Elc�-72 C Electrician's Name: 'Z�A-�"U �� c��C(caS Q-A 0 License No.: �I�. y 3`7 Elec. email: IZ- OE)G-1MC-0� 11 Elec. Phone No:iiU 2«- o7 Sy- ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: S 4tJ 1-1-DSo S Address: q SO P 6'�i�ise Stipt- �� Cross Street: Phone No.: c.-, 2Z5-- 33,/ Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: o Circle All That Apply: Is job ready for inspection?: ❑ YES �O ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES-RJ-NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[:]Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals Ell FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION cl �^ d l � BUILDING DEPARTMENT- Electrical Inspector `51 TOWN OF SOUTHOLD �-town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iameshasoutholdtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �t� �- Company Name:TD �k6 sctex a El r,- Electrician's Name: l C:J&LS q_A 0 License No.: NtE- q S'7 c,�S Elec. email: ci-� Elec. Phone No: . 2k c.- of Sy• ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: S�N +,CDSv S. Address: Lt Sc) Cross Street: Phone No.: s,-(O ZZS 331i/ Bldg.Permit#: email: Tax Map District: 1000 Section: 7q Block: Lot: IQ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES N-1q0 ❑Rough Ih ❑ Final Do you need a Temp Certificate?: ❑ YES-F�JN0 Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon -' Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo f� Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments Scott A. Russell °SUF Atr STOIR IMMAXIEIK SUPERVISOR -4 MANAG IEMIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Ag t, Contractor, Other) NAME: �4��Z4, 7. �S Date: (Pant) J0 2 Y IJ',gnalure) Contact Information. 355 -9^raJJF #2nf-1 °t11K Nq. L (E-Mail&Telephone Number) Property Address / Location of Construction Site: ,o mA,�rz- fy v2Z Ito rv�, S.C.T.M. #: 1000 E� District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 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 I 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. ❑ - Area of Disturbance is Greater than I Acre&Storm-water Runof r Flows Through Southold Towns MS4 Systems to Waters of the State of New 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. ��'� - Reviewed By: Date: FORM 0 CMCP-T0q n,,tnha,-qn 14 e; d Town Hall Annex a``� �� Telephone(631)765-1802 54375 Main Road d Fax(631)765-9502 P.O.Box 1179 too Southold, NY 11971-0959 _ z41�d q, RLILDINC DEPARTMENT NOTICE OF LITILIZATIO N OE TRLSS TYPE-CONSTRUCTION, PRE-ENGINEERED woon GioNSTRtIC_TION AND/OP,TIMRF-R C_C)NSTRIJCTIC)N Date 05/13/2024 Owner: BRIAN SANTOSUS Location of Property: 450 PARADISE SHORE ROAD, SOUTHOLD,NY 11971 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line)' Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature- Name (person submitting this form): ANGELO KATEVATIS (AGENT) Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 H 1/211 The construction type STROKE designation shall be is III I silillI siIIIIII isIV"or AcV» to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION "F» FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ROOF FRAMING FR FLOOR AND ROOF FRAMING STANDARDS AND CODES S.C.T.M. NO. DISTRICT. 1000 SECTION: 79 BLOCK: 5 LOT(S): 12 / MON. `s690 LAND N/F OF 4840"� IAN BRANDT N ^O' ^� 170 00' M.H. / LAND N/F OF O •'••?2,q•::::... MERYLHITTMAN 9�4. :':i:::rr:r::i :'.Sry::::: 'r / MON. i/1.9 F " / $�............0:::Gi: wooa Chi�o:::•::•:•:::::::::'::•::•:•:�::• �FCCf o, / � '• GAS �b. ppC� A CONC. / \ n ;• '.y', ;a STEPS 4/ P . RIGHT p6� l LAND N/F OF qY JAMES H RICH III 01� OUR 1 �y• BFCG.'B(p GRgI F(' `io b S6 2S 82, CkCURB c N l C" 9�4840„� $2. U.P. U.P. /SC X X�� ,/X X X X X��.� X X X X X X X—' / X X X X X X X X '�� X X X X X X X X X X X o �Jt X X X X X X X X X X X X,>.� riJ /X X X X X. X X X X X X X X X X'- / 11., �/X X X X X X X X X X X X X X X X `X,� a r�J X X X X X X X X X X X X X X X X X X �� / `�1 "'z X X X X X X X X X X X X X X X X X X X X �� " X X X X X X X X X X X X X X X X X X X X X X` / o� X X X X X X X X X X X X X X X X X X X X X X X� ' X X X X X X X X X X X X X I c., V bV ti X X X X X X X X X LOW LYING AREA X X X X X X X X X X X b fX X X X X X X X X W/STANDING WATER X X X X X X X X X X X I X. X X X X X X X X X X X X X X X X X X X X X X I/ a I X X X X X X X X X X X X X X X X X X X X X X X XI/ \"X X X X X X X X X X X X X X X X X X X X X X X / Vc X X X X X X X X X X X X X X X X X X X X X U.P. ` X X X X X X X X X X X X X X X X X X X X X \ \ X X X X X X X X X X X X X X X X X X X \ iC X X X X X X X X X X X X X X X X X X LAND N/F OF X X X X X X X X X X X X X X X X x \ JC X X 15 X X X X X X X X X X X X PABLOPEG LLC N7�OS \ QHTOFWAY X X X X X X X X X X X� 1 X X X X X X X X X X X OCRT `X X X X X X X X X, ti 0 �R�N7 'AY•-• \ —X X X X X X X i ON / LAND N/F OF U•P�U.P. \ DONALD L OSANI& 1 j0 CONSTANCE M OSANI TRUST MON. 8 \ \ - IV It LAND N/F OF THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:47,724.15 SQ.FT. or 1 .10 ACRES ELEVA77ON DATUM- ------ ------— UNAUTHORIZED ALTERA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY OF rv�0, CERTIFIED T0: BRIAN SANTOSUS; MAP OF: �� M FILED: SITUATED AT: BAYVIEW TOWN OF: SOUTHOLD n ' KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ��0 G50802 Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #224-50 SCALE:1 "=30' DATE: MAY 8, 2024 N.Y.S LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 ` a Generated by REScheck-Web Software Compliance Certificate Project SANTOSUS Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 450 PARADISE SHORES SANTOSUS SHELLS ONLY SOUTHOLD, N.Y 11971 450 PARADISE SHORES 355 SUNRISE HIGHWAY SOUTHOLD, N.Y 11971 WEST BABYLON, N.Y 11704 6314229190 Compliance: Passes using UA trade-off Compliance: 0.0%Better Than Code Maximum UA: 46 Your UA: 46 Maximum SHGC: 0.40 Your SHGC: 0.34 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 AssembLy . or Ca-vity Cont. Prop. Ceiling: Flat Ceiling or Scissor Truss 179 38.0 0.0 0.030 0.026 5 5 Ceiling 1: Cathedral Ceiling 75 21.0 0.0 0.048 0.026 4 2 Wall: Wood Frame, 16"o.c. 420 15.0 3.3 0.059 0.060 22 22 Window:Vinyl Frame 52 0.280 0.320 14 16 SHGC:0.34 Floor CANT:All-Wood joist/Truss 14 21.0 3.3 0.038 0.047 1 1 Project Title: SANTOSUS Report date: 05/13/24 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is si4M6 tn'� Iding plans,specifications,and other calculations submitted with the permit application.The proposed buil f g`h y ee'ier� ,t �°eet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato rgquire l LAnts lis I e R §check Inspection Checklist. 4- Name-Title Sign R�urel '< 't Dat 's W 05 3 6l'�) R�FESS�� Project Title: SANTOSUS Report date: 05/13/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and r ❑Complies 103.2 :documentation demonstrate : ❑Does Not [PRJ]1 :energy code compliance for the ; V ;building envelope.Thermal []Not Observable :envelope represented on ❑Not Applicable construction documents. ; 103.1, ;Construction drawings and i ❑Complies 103.2, ;documentation demonstrate I ❑Does Not 403.7 :energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable R :Systems serving multiple i ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. : 302.1, Heating and cooling equipment is;, Heating: Heating: :❑Complies 403.7 ;sized per ACCA Manual S based Btu/hr I Btu/hr E❑Does Not [PR2]2 )on loads calculated per ACCA Manual J or other methods Btuu/hrg Btu/hrg :[]Not Observable approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SANTOSUS Report date: 05/13/24 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies [FO11]2 i protect exposed exterior insulation 1❑Does Not U and extends a minimum of 6 in.below ; grade. ,❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 !installed. ;❑Does Not V ;❑Not Observable; El Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SANTOSUS Report date: 05/13/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Glazing U-factor(area-weighted ', U- U- UComplies ;See the Envelope Assemblies 402.3.1, average). ; ;❑Does Not table for values. � 402.3.3, 402.5 ; ;❑Not Observable [FR2]1 ; �❑Not Applicable I 303.1.3 ;U-factors of fenestration products I ❑Complies ; [FR4]1 ;are determined in accordance ❑Does Not u ;with the NFRC test procedure or ! ;taken from the default table. ! []Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier } ❑Complies [FR23]1 installed per manufacturer's ! ❑Does Not instructions. ! U []Not Observable c ❑Not Applicable 402.4.3 Fenestration that is not site built ;❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not J ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable I limits. i 402.4.5 ;IC-rated recessed lighting fixturesSlS ❑Complies [FR16]2 ;sealed at housing/interior finish t ❑Does Not ;and labeled to indicate:52.0 cfm ❑Not Observable ' ;leakage at 75 Pa. ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ! ❑Does Not J >= 3 inches in diameter and >_ ❑Not Observable ' R-6 where< 3 inches.Supply and; return ducts in other portions of ! ❑Not Applicable ;the building insulated >= R-6 for ` ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 Ducts,air handlers and filter f ❑Complies [FR13]1 :boxes are sealed with I ❑Does Not :joints/seams compliant with ;International Mechanical Code or []Not Observable ; I International Residential Code, as ❑Not Applicable ; applicable. y 403.3.5 ;Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not 10 ❑Not Observable I i❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 }above 105 9F or chilled fluids ;❑Does Not below 55 9F are insulated to>_R- 3 ;❑Not Observable I ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ;❑Complies [FR24]1 i piping. ❑Does Not ; IE]Not Observable J❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]2 >_R-3. ;❑Does Not 1❑Not Observable ❑Not Applicable 403.6 'Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ! ❑Does Not intakes and exhausts. []Not Observable ; ' ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: SANITOSUS Report date: 05/13/24 Data filename: Page 5 of10 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SANTOSUS Report date: 05/13/24 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies [IN13]2 iorthe installed R-values ❑Does Not provided. I ❑Not Observable , ❑Not Applicable 402.1.1, Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN111 I❑ Steel ❑ Steel ;❑Not Observable log tlNot Applicable 303.2, ,Floor insulation installed per ( ❑Complies 402.2.8 ;manufacturer's instructions and (€ ❑Does Not [IN2]1 :in substantial contact with the j underside of the subfloor,or floor ❑Not Observable ; .framing cavity insulation is in i ❑Not Applicable ; contact with the top side of i. ;sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the !! top of all perimeter floor framing S members. ; 402.1.1, ;Wall insulation R-value. If this is a;, R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall ;❑ Mass •❑ Mass :❑Not Observable ' [IN3]1 ;exterior,the exterior insulation ; ; v . ❑ Steel requirement applies(FR10). ; ❑ Steel ❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 ;manufacturer's instructions. ! ❑Does Not i ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SANTOSUS Report date: 05/13/24 Data filename: Page 7 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ; ❑ Wood ;ElWood UDoes Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable [ill' i ;❑Not Applicable ; 303.1.1.1, Ceiling insulation installed per ; ❑Complies 303.2 manufacturer's instructions. I ❑Does Not [FI2]1 Blown insulation marked every S 300 ft2. ❑Not Observable , ❑Not Applicable ; 402.2.3 i Vented attics with air permeable I ❑Complies [FI22]2 1 insulation include baffle adjacent t ❑Does Not Ito soffit and eave vents that ; I []Not Observable extends over insulation. i , ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [FI3]1 ;insulation >_R-value of the :❑Does Not ladjacent assembly. j ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ; [FI17]1 lach in Climate Zones 1-2, and �❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ' ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [FI27]1 :determine air leakage with ; ft2 ft2 ;❑Does Not ;either: Rough-in test:Total :,leakage measured with a .❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ; ;the manufacturer's air handler ; enclosure if installed at time of ; test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ; w.g.across the entire system :including the manufacturer's air ; I handier enclosure. ; 403.3.4 'Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F1411 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air { ❑Not Observable handier @ 25 Pa. For rough-in ; tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of 111Does Not design air flow. F I []Not Observable ; ❑Not Applicable 403.1.1 'Programmable thermostats ❑Complies [FI9]2 installed for control of primary I❑Does Not ;heating and cooling systems and I !initially set by manufacturer to ( ❑Not Observable code specifications. } ❑Not Applicable , 403.1.2 Heat pump thermostat installed JE]Complies [FI10]2 !on heat pumps. ❑Does Not []Not Observable ? ❑Not Applicable 403.5.1 Circulating service hot water ; ❑Complies [FI11]2 systems have automatic or I ❑Does Not ' 7 accessible manual controls. ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: SANTOSUS Report date: 05/13/24 Data filename: Page 8 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system 1 ❑Complies ; [FI25]2 Mans not part of tested and listed ❑Does Not HVAC equipment meet efficacy 'and airflow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable ; 403.2 ;Hot water boilers supplying heat ❑Complies [FI26]2 (through one-or two-pipe heating ❑Does Not systems have outdoor setback !control to lower boiler water IE]Not Observable (temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies ; EF12!8]2 have a circulation pump.The []Does Not Iyystem return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; )pipe. Gravity and thermos- ❑Not Applicable Isyphon circulation systems are not present.Controls for circulating hot water system j pumps start the pump with signal{ Sfor hot water demand within the ;occupancy. Controls ?automatically turn off the pump when water is in circulation loop is at set-point temperature and #( no demand for hot water exists. 403.5.1.2 )Electric heat trace systems I ❑Complies [FI29]2 ;comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable i heat tracing to maintain the []Not Applicable desired water temperature in the i piping. 403.5.2 ;Demand recirculation water ❑Complies [F130]2 (systems have controls that ❑Does Not manage operation of the pump S and limit the temperature of the ❑Not Observable ; water entering the cold water ;❑Not Applicable piping to<= 104°F. I 403.5.4 i Drain water heat recovery units ❑Complies [FI31]2 Stested in accordance with CSA ❑Does Not 11355.1. Potable water-side !pressure loss of drain water heat ❑Not Observable ; 'recovery units<3 psi for ❑Not Applicable individual units connected to one Ior two showers. Potable water- side pressure loss of drain water I (heat recovery units< 2 psi for individual units connected to (three or more showers. 404.1 i90%or more of permanent f ❑Complies ; [FI6]1 !fixtures have high efficacy lamps.E ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies [F123]3 ;no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable [01.3 ;Compliance certificate posted. ElComplies es I []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: SANTOSUS Report date: 05/13/24 Data filename: Page 9 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 303.3 ;Manufacturer manuals for ❑Complies [FI18]3 :mechanical and water heating ❑Does Not ;systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: SANTOSUS Report date: 05/13/24 Data filename: Page 10 of10 �( 2010 IECC Energy j Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 18.30 Below-Grade Wall 0.00 Floor 24.30 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.34 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments I R M /A I R _ lot ` I h ! � r •I � '1 i 1 i I TRUSS PLACARDING REOUIRCD APPROVED AS NOTED OCCUPANCY OR E3 DATE, �•�qa- B.PA 5a� USE IS UNLAWFUL L4WAIN STORM 5� BY: RUN WITHOUT CERTIFICATE URS TTO CHAPTER 236FF 631-76 BUILDING802 8AM DT0 PM FOR THE OF OCCUPANCY T N CODE ® FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO RECIUIRED FOR POURED CONCRETE „ 2. ROUGH-FRAMING&PLUMBING . ` 3. INSULATION COyuPEyn %wf �MTN ALL COa'�4. FINAL-CONSTRUCTION MUST NE{,yn Sa Lo u 7TK b ] C A7E TOWN C- BE COMPLETE FOR C.O. R C00,ALL CONSTRUCTION SHALL MEET THE ND CONDIT��0 . RECKHREMENTS OFTHE CODES OF NEW UTH-►jj[DTOV'1'4za,450 PARADISE SHORES YOOORK STATEN OR Oa�NSIBLE FOR 771'"f�', :-"MT011171T S O U T H O L D N . Y . 1 1971 L_7 ., ITEM AS PROPOSED % LOT SIZE: 47,724.15 S.F EX.FIRST FLOOR W/GAR. 840.0 S.F Generated by ESc eck- `eb Software / EX.COVER WOOD DECK 196.3 S.F LOT COV. 1745.04 S.F Compliance Certificate 3.6% TABLE R4012.4.1.1 AIR BARRIER AND INSULATION INSTALLATION Coin� MOH. EX.WOOD DECK 608.7ST 47,724.15S.F EX.SHED 100.04 ST S 6y° LAND N/F OF General A continuous air barrier shall be installed in the building envelope.The Air-permeable insulation shall not be used as a 4g4�"E Vi N BRANDT EX.2ND FLOOR 218.8 S.F requirements exterior thermal envelmpe contains a continuous air barrier.Breaks or joints sealing material. Project SANTOSUS in the air barrier shall the sealed. EX.BALCONY 43.06 S.F Energy Code: 2018 IECC o' z PROPOSED 2ND ADD 254.45 ST Location: Southold New York Ceiling/attic The air barrier in any drropped ceiling/soffit shall be aligned with the insulation The insulation in any dropped ceiling/soffit shall Construction Type: Single-family and any gaps in the air'barrier shall be sealed. be aligned with the air barrier. Project Type: Addition PROPOSED Access openings,drops down stairs or knee wall doors to Climate Zone: 4 (5572 HDD) 2ND FL unconditioned attic spaices shall be sealed. Permit Date: ro 66' ADDrno Permit Number: ogNr r 5'� } 1"0 All Electric false MA h 4 Walls Cavities within corners and heades of frame LAND N/F OF O The junction of the foundation and sill plate shall be sealed. walls shall be insulated by completely filling Is Renewable false MERYL HITTMAN S34' The junction of the top�plate and the top of exterior Has Charger false the cavity with a material havin1c,a dt rnal walls shall be sealed. Has Battery: false MON'. resistance of R-3 per inch min:mom. Knee walls shall be sealed. Has Heat Pump: false Exterior thermal envelope insulation for framed walls shall be installed in substan';al contact and continuous alignment with the air barrier. a Construction Site: Owner/Agent: Designer/Contractor: �iyGfRgGF:::;:::::: ' 450 PARADISE SHORES SANTOSUS SHELLS ONLY I. Windows,skylights The space between window/door jambs and framing,and SOUTHOLD,N.Y 11971 450 PARADISE SHORES 355 SUNRISE HIGHWAY :t G.AS skylights and framingshall be sealed. SOUTHOLD,N.Y 11971 WEST BABYLON,N.Y 11704 and Doors 6314229190 ra 'a�!'.r ,/ �`��.,. /r% �.//" �. G'./ .!•/ �,i fir;n�;io/�� 7�! „ �`�/�.� i Rim joists Rim joists shall include the air barrier. Rim joists shall he insulated. ;, '; ; ,, , , ,.,' � ,;,"r � : ., � ,; /; •,, MICHAEL ANGELONE, P.E.LL.c s installed r; l; s Floor framing cavil insulation,hsll be to ;:otn i>:�<,. 0.0%Better Than Code Max:mur•,LF• 46 Your UA. 46 Ma;dr:, rE._r�C: 0.40 Your,HCC• 0.34 4 PO ND PLACE Floors(including The air bamer shall be installed at any exposed edge of g Y u ,,; 1, CONC• OYSTER BAY N.Y. 1 1771 above garage and to maintain permanent contact with the The°k better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. S iEP$g g insulation. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. �'•. .'' / cantilevered floors underside t 4Q y'; o:. P .•r rr. 'r,r:. :,, -r,:.<.t.q:,,f:;:: .n>E I, f,:�nt�.. , .�,,.. .. ., ..�:.•x , . TEL 5 16.9 ® 4 I n n :t:."•t i']i:<..., i:C?rtt'.. •. .n ..F- ..4 .,. n,:iY i:!. ..sl:,':I':iite::;,.i:'<'i")rr'l.fir! ,......E'.,:1:.:sli3tr�E:'i-it',1i':' � ' 2�'L. L, of subfloor decking,or floor framing cavity t; I s ;: :... ....,.. .. \ �. c:•t.; th.,cn'?df s>[ t:: s :l:{i.n : .>r r•. ,rsu t r P,.y;i3 t> r..a;•;p C.a .{Cr. .tar \ l .�.,.>_.'FiY in ..;E._;.<._E.i_.4 Clin; i:f3�::l., i'•:3:Ei Ytd£,... .,rYtiitii%':.E?"i fin.. ;.Y..'..�.. .?`:'.:i:%3i�Or. ;i.,i.u'r'+!t .. ..t ..i,�.. ...r•.E ..> �� ., � LAND NIF OF insulation shall be permitted to be in conact ! m P�� y 'P%'a JAMES FI RICH ill with I \ • . o .Pc3 U.P. the top side of sheathing,or continuous insulation v Er1veIQ e Assemblies, installed on the underside of flog,, ,ruing and 1 7r a,a 1 t' 1 extends from the bottom to the to MMIM S '$ CUR$. ti ti' J t 4 perimeter floor framing members. un �'`)o / Ceiling:Flat Ceiling or Scissor Truss 179 38.0 0,0 0.030 0.026 5 5 it r provided instead of floor insulation,rov Where Ceiling 1:Cathedral Ceiling 75 21.0 0.0 0.048 0.026 4 2 Crawl space walls Exposed earth in unventted crawl spaces shall be covered P ►� c Y V�\ with a Class I vapor retalyder with overlapping joints taped. insulation shall be permanently attached to the Wall:Wood Frame,16"o.c. 420 15.0 3.3 0.059 0.060 22 22 crawlspace walls. Window:Vinyl Frame M"-t - v ` ' JC UP, 52 0.280 0.320 14 16 / M SHGC:0.34 U.P. X X X�x Floor CANT:All-Wood joist/Truss 14 21.0 3.3 0.038 0.047 1 1 `J /'X X X X X �. 1 7e ` L Shafts,penetrations Duct shafts,utility penettrations,and flue shafts opening to ° i'X X X X X X X t exterior or unconditioned space shall be sealed. , X x X X X X X X ►�,+ :. ' XX X X X X X X x X X -X� O x X X X X X X X X X X X, Narrow cavities Batts in narrow cavities shall be ru to fit,or /X X X X X X X X X X X X X X X�.. / narrow cavities shall be filled by insulation that i�X X X X X X X X X X X X X x X X 'X— a `' on installation readily conforms to the X X X X X X X X X X X X X X X X X X "X,available _ �� / XXXXXXXXXXXXXXXXXXX X\'el X X x X X x X X X X X X X X X X X X X X X / cavity space. Project Title:SANTOSUS Report date: 05/13/244 e� /1 1/ X X X X X X X X X X X X X X X X X X X X X X X� Data filename: Page 1 of10 c,v O �, x x x x x x x x X x X x x x x x x x x x x x x j ; � PROJECT: X X X X X X X X x Garage separation Air sealing shall be provided between the garage and LOW LYING AREA X X X X X X X X X X X b \ wr srANOINc ER tc'`X x x x x x x x x .. .. ,.wA. ,. x x x x x x x x x x x l conditioned spaces. `J X X X X X X X X X X X X x X X X X X X X X X X 1/ o� P L;XxXXXxXxxXxXXXXXXXxXXXXxXxXxXxxxXxxxXXXXXxXXxxy SANTOSUS Recessed lighting Recessed light fixtures iinstalled in the building thermal Recessed light fixtures installed in the building VC X X X X X X X X X X X X X X X X X X X X X � ' envelope shall be sealedi to the drywall. thermal envelope shall be air tight and IC rated. U.P. X X X X X X X X X X X X X X X X X X X x X//1 RESIDENCE \ �ZC X X X X X X X X X X X X X X X X X X ` X X X X X X X X X X X X X X X X X \ X LAND N/F OF Plumbing Batt insulation shall be cut neatly to fit around �\X` X X X X X X X X X X X X X X X X x \ \ X X X X X X X X X X X X X X X X X X X X X and wiring wiring and plumbing in exterior walls,or 7 ° \ 15' / S \�&I H OF_ X x X X X X X X X X X x, PROPOSED insulation that on installation readily conforms to y �0� .o"•, available space shall extend behind piping and �3 R Di D = _X X X X X X X X X wiring. T q� AY • _X X X X X X X i 2ND E LO O R Shower/tub on The air barrier installed[at exterior walls adjacent to showers Exterior walls adjacent to showers and tubs exterior wall and tubs shall separate tthem from the showers and tubs. shall be insulated. p ADDITION Electrical/phone The air barrier shall be iinstalled behind electrical or / 450 PARADISE SHORES box on exterior communication boxes ofr air-sealed boxes shall be installed. uP SOUTHOLD N .Y. 1 1971 walls � LAND N/F OF U.P. \ DONALD L OSANI& 170,1z, CONSTANCE M OSANI TRUST MON, HVAC register HVAC register boots th:at penetrate building thermal envelope BUR \ boots shall be sealed to the subbfloor or drywall. �I'&4 PLOT PLAN �_- YVI- \ SCALE: t° = 30' �(�j LAND N/F C:= Concealed When required to be seatled,concealed fire sprinklers shall only h'01 / BASILIO ESP;;SITO sprinklers be sealed in a manner thlat is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or SHELLS ONLY I N C. ceilings. HOME IMPROVEMENTS 355 Sunrise Highway Vilest Babylon, New York 11704 Phone (631) 422-9190 Fax (631) 422-9313 BUILDING PLAN REVIEWNOTE THE EXISTING MECHANICAL SYSTEM IS THE PROPOSED ADDITION CONFORMS CODE REFERENCES COMPLY WITH: TYPE OF WORK: BUILDINr DEPARTMENT PLANS EXAMINER HAS REVIEWED ADEQUATE TO HANDLE THE ADDITIONAL LOADS WITH APENDIX J, SECTION AJ8 THE ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE PLAN IMPOSED BY THE NEW ADDITIONS/ALTERATIONS 2020 RESIDENTIAL CODE OF NEW YORK STATE SUBMITTAL REQUIREMENTS OF THE 2020 BUILDING AND/OR FOR ADDITIONS SECTION AJ803. [ ] NEW BUILDING [ ] ALTERATIONS - LEVEL 2 [ ] REPAIR RESIDENTIAL CODE OF NEW YORK STATE.THIS REVIEW DOES NOT 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE DRAWN BY: R.G. DRAWING NO. GUARANTEE COMPLIANCE WITH THAT CODE.THAT RESPONSIBILITY THE EXISTING ELECTRICAL SERVICE IS ADEQUATE ADDITION[ REPLACEMENT DEMOLITION IS GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE FOR THE PROPOSED ADDITIONS/ALTERATIONS ] [ ] [ ] STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF RECORD. DATE: 5/15/2024 THAT SEAL AND SIGNATURE HAS BEEN INTERPRETED AS AN [ ] ALTERATIONS - LEVEL 1 [ ] CHANGE OF OCCUPANCY [ ] REPLACEMENT ATTESTATION THAT,TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION,THE WORK IN THE DOCUMENT IS: ENERGY CODE COMPLIANCE: SCALE: AS SHOWN ALL NEW WINDOWS INDICATED ON PLANTS I THE HEREBY UNDERSIGNED NEW YORK STATE DESIGN PROFESSIONAL ACCURATE.CONFORMS WITH GOVERNING CODES APPLICABLE AT TIME OF SUBMISSION. ARE ANDERSEN 400 SERIES OREQUIVALENT. STATES THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND EGRESS WINDOWS MEET OR EXCEED JUDGEMENT,THE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH VIEW TO THE SAFEGUARDING OF LIFE.HEALTH,PROPERTY MINIMUM REQUIREMENTS AND PUBLIC WELFARE.IS THE RESPONSIBILITY OF THE LICENSEE. WITH THE 2020 NYSECCC 32'-211 - - - - � - - - - - - - - - LEGEND m m EXISTING WALL NEW WALL I I EX. I - _____ DEMO WALL REAR N DECK I EX. M REAR A I DECK ., a�,. .• TRENCH FOUNDATION 4 A — A FOUNDATION WALL A 7WITH FOOTING 101-111 © 0 POSTING(SEE PLAN) _ a a d ° 1 EX. SL.DOOR EX. SL.DOOR I a a I PRESSURE TREADED — NEW.3.5"STL.POST EX �. � EX. (2)2 x 10 HDR A EX. (2)2 x 10 HDR PT ON 24"SQ.X 12"DEEP BOILER W.H I 10'-0" J�33/4" 17'-3 1/2" P.C.FOOTING(TYP) L_ F•.V•. FALSE VALLEY ALIGN W/POST ABOVE `�U LAUN. ;,p ;,o _ I d �, k A C.M./S.D. CARBON MONOXIDE/ K: ►e : CLOSET ! SMOKE DETECTOR HARD WIRED EX. N ° O I W W I EX.(3)2 x 4 .:..(j. i >C H I wrnnN CORNER EX DECK w , .. w POST LIVING ROOM EX.3.5"STL.POST O EX. 2) 1-3/4"x 11-7/8"M.L FLUSH �• " a I _ — — — L — — — — — — — — — - — — — — — - SMOKE DETECTOR HARD WIRED ON 24"SQ.X 12 DEEP w I �o DECK NEW(2)2 x 4 I v' v' S.D. P.C.FOOTING(TYP) Fv POST EX.DROP HDR MECHANICAL EXHAUST FAN O EX (3)2 x 8 GIRDER EX. (3)2 x 8 GIRDER EX. (3)2 x 8 GIRDER F EX. (3)2 x 8 G ER I n S.D. I_ ❑ - - - - - - - - - - - - - - - - - - _ — � - - - - -® - - —8� — q NO ADDITIONAL LOAD I NO ADDITIONAL LOAD I N p x N I n L J P� O0 EX. vAL _ _ - - _ EX.GIRDER 61-9" T-1,011 81-711 7'_8" X ' BEDROOM — •— I cw � v w I A C.M./S.D.A N _ C.M./S.D. EX 2' 8 HDR DR ' _ w ' 2 x --� .. .e I EX.CELLAR N do NON HABITABLE .; FOR STORAGE USE ONLY w U x 00 k o mr pi 1 ' ac 4 w w I W I x X 3LX- JJATH' k a o MIIC[�-I Ex. AEL ANGELONE, P.E.LLC w O I 4 POND PLACE A w o p N �' I P X 4 KITCHEN' OYSTER BAY, N.Y. 1 1771 I I EXIST.8"FOUNDATION WALL 10-0 - I 12 7 1/2 w TEL 516-922-2024 8" x 16"P.C.FOOTING — ! A. w � NEW(2)2"� 4" U. A - a'] a d N EX. ! W/3/4"PLY O D SEX. l> ( ) @ MAINTAIN IN. '-8" ®® , r . '! — — vi CLOSET X. 2 2 x 8 Ii0 A A UI' E (2)2 x s r` _ T . f� 32'-2" EX. NEW 2ND FL. EX. WINDOW LINE OF 12"CANT PLATFORM TO " BE BUILT ON TOP / OF EX.STAIR WELL GIRDERS �.- A I 14'-61/2" ;��sl � �• /& L 6 FRONT DECK EX. c A FRONT N EXISTING FOUNDATION PLAN A DECK SCALE: 1 /4"=1 '-0" ( I EXISTING FIRST FLOOR PLAN PROJECT: SCALE. 1 /4"--1 ' 0" � - - - - - - - - � - SANTOSUS RESIDENCE 16-2 1/2" PROPOSED 2ND I~LOOR ADDITION 450 PARADISE SHORES SOUTHOLD N .Y. 1 1971 SHELLS ONLY INC. HOME IMPROVEMENTS 355 Sunrise Highway West Babylon, New York 11704 Phone (631) 422-9190 Fax (631) 422-9313 DRAWN BY: R.G. DRAWING NO. DATE: 5/15/2024 SCALE: AS SHOWN A LEGEND A m m EXISTING WALL r�-=— ———————————— WALL EX.ROOF BELOW \ \ / / NEW WALL NEW NEW / \ -TW3046- TW3046- DEMO WALL I I I / EX. \ NEW (2)2 x 8 HDR NEW (2)2 x 8 HDR EX. \ / OPEN \ I �a I / OPEN \ / TO BELOW \ ❑ ° / TO BELOW \ ❑ °«� a.,. TRENCH FOUNDATION DEMO I — WINDOW 1/2"WALL 1 1/2"WALL FOUNDATION WALL IIIY EX. WITH FOOTING IIIII ATTIC x EX. X.DROP HDR $ — SPACE EX. DN - S.D. i d DN C.M./S.D. DEMO aC.M./S.D. -�- © © POSTING(SEE PLAN) DOOR/ o o # a EX. N NEW 3 EX. P.T. PRESSURE TREADED II a a 300 OFT p Ua FAMILY ROOM Q� 1 I LOFT F.V. FALSE VALLEY a3 CLG HT.9'-8"f 1 a CARBN XIDE DEMO 3 �l.L I C.M./S.D. SMOKE DETOECOTOR HARD WIRED --I � � .7 n � WALL I I I I I I ( S ��` 1_ 36 HT OW WALL DEMO PORTION _DEMO PORTION I ° v I o NEW - - I OF WALL I I I I ( " I SMOKE DETECTOR HARD WIRED I I I I I I I I OF LOW WALL � � O --•',� roes i+i UP S.D. o. 1✓ 1 L ------------------I a 0 ------------------- NEW (2)2 x 8 HDR N NEW (2)2 x 8 HDR o EX.6068 SL DOOR MECHANICAL EXHAUST FAN EX. NEW NEW EX. " BALCONY TW3046 TW3046 BALCONY m m SECOND FLOOR DEMO PLAN SCALE: 1 /4-"=1 '-0" I4'-6I/z" Ir 511m, - A A MICHAEL ANGELONE, P.E.LLC 4 POND PLACE OYSTER BAY, N.Y. 11771 TEL 516-9222.2024 A A ROOF CONSTRUCTION _ TO BE:ASPHALT SHINGLES r 2 x 10 RIDGE BEAM OVER 15#BLDG.PAPER W/RIDGE VENT OVER 1/2"PLYWD.SHEATHING -p OVER 2x8 R.R.@ 16"O.C. WITH ICE SHIELD MIN.24" 12 FROM WALL EDGE AS PER 4 p RCNYS R905.2.7.1 I EX.ROOF ICE PROTECTION RIDGE VENT ALUM.GUTTERS AND LEADERS 12"OVER HANG w/2x6 FASCIA, ALUMINUM TRIM, PROJECT: 2 x 10 C.J @ 16"O.0 VINYL SOFFIT VENT R-21INSULATION W/R-38INSULATION R-21INSULATIO -D-4 WBAFFLES 1/2"SHEETROCK WBAFFLES WALL CONSTRUCTION❑ i i ON WALLS&CEILING TO BE VINYL SIDING SANTO S V S OVER 1/2"TUFF-R(3.3)i� RESIDENCE NEW � INSULATION V o OVER HOUSE WRAP a d— FAMILY ROOM t 50 OVER 1/2"PLYWD.OVER _ W D-1 2"X 4"STUDS @16"O.C. z K� N W/`1/2"ILAG BOLTS. WITH R-15 INSULATION EX.ROOF CAULK AND AIR SEAL ALL SEAMS — @ 16"O:.C. NEW(2)1-3/4"x 11-7/8"M.L FLUSH 3/4'PLYWD.SUB FL OR AROUND WALLS AND WINDOWS PROPOSED (2> 2"x 8"F.J. D-6 EX.ROOF SYSTEM @ 16"O.C. 12"CANT N TO MEMAIN R-21 INSULATION 2 N D F°LO O R 11 NEW 2"x 10"RIDGE BEAM 1/2"PLYWOOD - - - O ,• 1/2"TUFF R(3.3) ADDITION w D-13 VINYL SOFFIT 4` EX.DROP HDR R-21 INSULATION L EX 2"x 6"C.J. @ 16"O.C. @ PERIMETER W/R-19 INSULATION 4510 PARADISE SHORES ' � - 1 — EX. SOUTHOLD N .Y. 1 1971 BEDROOM t EXIST.WALL CONSTRUCTION c WOOD SIDING(BOARD AND BATTEN) 60 OVER HOUSE WRAP -z OVER 1/2"PLYWD.PLSYWD.OVER WITH R-13 INSULATION. EXIST.3/4"PLYWOOD ON 2 x 8 FLOOR JOIST @ 16"O.C. SHELLS ONLY N c. W/R-19 INSULATION - — — — — — — HOME IMPROVEMENTS !' EX. (3)2 x 8 GIRDER •;r E HE 355 Sunrise Highway West Babylon, New York 11704 EX.3.5'STL.POST - EXIST.8"FOUNDATION WALL —I = EX.CELLAR ON 24"SQ.x 1z"DEEP o _ ON 8" x 16"P.C.FOOTING Phone (631) 422-9190 Fax (631) 422-9313 NON HABITABLE P.C.FOOTING(TYP) �- PROPOSED ROOF PLAN -I I I-1 FOR STORAGE USE ONLY 111= A SCALE: 1 /4"=1 ,-0" -11 I-II I I ' 't I M1 I I- A I-III -I :� . EX. 4"P.C.SLAB -I I I-1 I 1-I :"• r .. �.� III-I I �-III-ili ':•:-; -_ -_ - - - ',-�..:'. -_ -_ _=___ - °.. .�•: -ICI =1 1-III=-I I-1 I-III=III-I I-III M I I-III-III-I 11-I I-III-I 11=-III-�I DRAWING NO. -1 11=1 I I-I I I-I I I-I 11=III-I I I-III=I I I-I 11=1 I I-I I I-I I -I I I-I I I-I I I-I 11=1 I I-I I I-1 I I= DRAWN BY: R.G. _ __ _ __ _ ___ = —__ —' I I-III-III-III-III-III-III-III-III-III-III-III-III-�� I � III III III III III- =1 I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I 11- -I I �=1 I i-III-i I I- =1 I IIII-I 11=' 11=I I lII=1 I 1-1I1-1 11=1I1-1 11= DATE: 5/15/2024 7111 - =1II-II1-1I ' ' =1II-II1=1II-� ►-11I-1I1=1 ' SCALE: AS SHOWN SECTION A— A SCALE: 1 /4"=1 '-0" s�etam� 12 d4 NEW 12"OVERHANG NEW 12"FLYER 12"OVERHANG 12"FLYER NEW VINYL NEW SIDING VINYL SIDING N jN EX ILL== C7 C7 N � N O O EX - c L;;;;; U EX EX -- GRADE o- PROPOSED LEFT SIDE ELEVATION . PROPOSED FRONT ELEVATION SCALE: 1 /4"=1 '-0" SCALE: 1 /4"=1 '-0" MICHAEL ANGELONE, P.E.LLC 4 POND PLACE OYSTER BAY, N.Y. 1 1771 TEL 516-922-2024 9� -- — 12 ! ' NEW NEW- 12"OVERHANG 12"OVERIHANG 12"FLYER 12"FLYEIR NEW VINYL NEW VIINl'L SIDING SIDING EX N N - PROJECT: W W _ N SANTOSUS N o o RESIDENCE � w - - - - PROPOSED EX 2ND FLOOR cV ADDITION EX EX - 450 PARADISE SHORES SOUTHOLD N .Y. 1 1971 E PROPOSED REAR ELEVATION PROPOSED RIGHT SIDE ELEVATION SHELLS ONLY INC. SCALE: 1 /4"=1 '--0" SCALE: 1 /4"=1 '-0" HOME IMPROVEMENTS 355 Sunrise Highway West Babylon, New York 11704 Phone (631) 422-9190 Fax (631) 422-9313 DRAWN BY: R.G. DRAWING NO. DATE: 5/15/2024 d SCALE: AS SHOWN FASTENING SCHEDULE-TABLE R60)2.3(9) 12" 12° STRAPPING FOR UPLIFT - ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION e CONNECTION OF FASTENER a,b,c ROOF � o ° Blocking between ceiling joists 4-8d box(2-1/2")or �\ °° ° ° FLUSH HEADER 1 g g 1 3-8d common(2-1/2^)or Toe nail CEILING JOIST ° ° o SEE PLAN FOR SIZE SEE PLAN FOR SIZE or rakers to top plate 3-3"n box(3^) ° ° ° ° ° WITH SIMPSON HANGER 3-3"nails 4 ° ° o ° 4-8d box(2-1/2")or ° o 0 2 Ceiling joists to top plate 3-8d common(2-1/2")or Perjoist,toe nail 3-10d box(3") SIMPSONI a t ' Ceiling joist not attached to parallel rafter, 4-10d box(3")or STRONG--TIE C :'!•.•. ' 3 laps over partitions(see sections R802.5.2 3-16d common(3-1/2") Face nail SIMPSON MIN.1/2"ANCHOR BOLT and table R802.5.2 4-Y nails D 1 ADJUSTABLE HANGER D2 RIDGE D3 CATHEDRAL RIDGE D4 HURRICANE TIE STRONG-TIE H I MIN.7"EMBEDMENT 4 Ceiling joist attached to parallel rafter(heel joint) O CS20 COIL STRAP Table R802.5.2 Face nail SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE " (see sections R802.5.2 and R802.5.2) LSU26-2X6 LST WITH(3)8d COMMON NAILS LSU26-2X6 SIMPSON STRONG-TIE H 2A D)5 JOIST AND POST D6 FACE MOUNT HANGER 1/2 SHEET ROCK EXTENDING 4-10d box(3")or LSSU28-2X8,2XIo,OR 2X12 LOCATED AT EACH END OF STRAP LSSU28-2X8,2X10,2X12 D7 HIP RAFTER D8 POST BASE STAGGER BOARDS 24" ON CEILING BEAM 5 Collar tie to rafter,face nail or 3-10d common 3" Face nail each rafter CONNECTIONS SIMPSON STRONG-TIE LUS 28 ALL STRAPPING MATERIALS 1-1/4"X 20 ga.ridge strap to rafter ( ) LSTA18 WITH(3)8d COMMON NAILS SIMPSON STRONG-TIE AC SIMPSON STRONG-TIE FIRE 22 AT HEADER JOINTS 4-3"nails IN CONNECTION WITH AC 3-16d box nails(3-1/2")or LOCATED AT EACH END OF STRAP Q SIMPSON STRONG-TIE H 1 MUST BE Z MAX RATED CLIPS, 2 Toe nails on one side STAINLESS STEEL ORE UAL 6 Rafter or roof truss to plate 3-10d common(3")or and 1 toe nail on opposite ALL STRAPPING MATERIALS Q 4-10d box(3") side of each rafter or truss IN CONNECTION WITH ACQ 4-3"nails MUST BE Z MAX RATED CLIPS, 4-16d(3-1/2")or STAINLESS STEEL OR EQUAL D9 FLUSH HEADER STRAPPING DETAIL 3-10d common(3-1/2")or Toe nail CUT 7 Roof rafters to ridge,valley, 4-10d box(3") LENGTH or hip rafters or roof rafter HD2A to minimum 2"ridge beam 3-16d box(3-1/2")or 2-16d common(3-1/2")or End nail AT CORNERS 12' 3-1 Od box(3") LENGTH WALL 16d common(3-1/2") 24"o.c.face nail DECK RAIL POST INSTALL DTT2Z OR HD2A CS 16 8 Stud to stud(not at braced wall panels) 1 Od box(3")or 16"o.c.face nail . 12"MIN.ON CLEAR AT EACH RAILING POST 3"nails ISTRAP STUD SURFACE SPAN INSTALLED AS PER CS 16 BP LEDGER BOARD MANUFACTURER 16d box(3-1/2") 12"o.c.face nail SPECIFICATIONS 12"MIN.ON IG SIZE SPECIFIED 12"MIN.ON 9 all to stud and abutting studs a intersecting STUD SURFACE wall corners(at braced wall panels) 16d common(3-1/2") 16"o.c.face nail MST27 ON PLANS SIMPSON STUD SURFACE 16d common(3-1/2") 16"o.c.each edge face nail Built-up header DTT2Z10 (2"to 2"header with 1/2"spacer) 16d box(3-1/2") 12'o.c.each edge face nail SEE STRAPP SIMPSON CS20 OR DECK JOISTBP DETAIL BELOBP 12'1-1/4"20 GA.GALV. 1-1/4"20 GA.GALV. 5-8d box(2-1/2")or (MIN.12"ON LENGTH11 Continuous header to stud 5-Bd Common(2-112")or Toe nail STUD SURFA STRAPPING MIN.12" 1-1/4"20)GA.GALV. PROVIDE JOIST STRAPPING MIN.12" MST27 ON STUD SURFACE STRAPPING MIN.12° HANGERS AT ON STUD SURFACE4-10d box(3") (3-8d NAILS AT EA. ON STUID SURFACE RIM JOIST TO (3-8d NAILS AT EA. SIMPSON RAFTER1212T 16d common(3-1/2") 16"o.c.face nail END OF STRAP) (4-8d MAILS AT EA. FLOOR JOIST END OF STRAP) LS 70 SIZE SPECIFIED ° LTP4END OF STRAP) (LUS28) ON PLANS 12 Top plate to top plate 10d box(3")or 12"o.c.face nail ti •: 1/2"DIA.BOLT THROUGH LTP43"nails �' l POST AND INTO DTT2Z LAY OVER VALLEY DETAIL D I S 1/2"DIA.BOLT THROUGH8-16d common(3-1l2")or Face nail on each side of end joint D10 STUD TO RIM JOID11 SILL PLATE TO FOUNDATION RAFTER TO HEADER HURRICANE TIE POST WITHWITH NUT&WASHER 13 Double top plate splice 12-16d box(3-1/2")or (minimum 24"lap splice length O 1-1/4"W 20GA.MET ALL STRAPPING MATERIALS •e S STUD TO STUD CONNECTION S CANTILEVER SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE H 10 S NUT&WASHER D 19 EXISTING BOX BEAM 12-10d box(3") " each side of end joint) 4-8d NAILS) IN CONNECTION WITH ACQ SIMPSON STRONG-TIE LS 70 H2.5 D 18 EXISTING SILL PLATE O TO FOUNDATION plate 16d common(3-1/2) 16"o.c.face nail 12"MIN.BEARING ON STUD SURFACE PLACED MUST BE Z MAX RATED CLIPS, SIMPSON STRONG-TIE CS20 AND LUS28 D 17 DECK RAIL POST O TO FOUNDATION Bottomp a e to joists,band joists or 14 blocking(not at braced wall panels) 16d box(3-1/2")or 12"o.c.face nail AT EACH STUD. STAINLESS STEEL OR EQUAL CS20 SIMPSON LTP4&CS 16 INSTALLED CONNECTORS SIMPSON 1212T INSTALLED TO EXISTING FOUNDATION 3"nails ALL STRAPPING MATERIALS SIMPSON# DTT2Z OR HD2A TO EXISTING FOUNDATION FOR SILL PLATE WITH BOX BEAM 8-16d common(3-1/2")or Face nail on each side of end joint IN CONNECTION WITH ACQ FOR SILL PLATE ON SLAB 15 Bottom plate to joist,rim joist,band joist or 12-16d box(3-1/2")or (minimum 24"lap splice length MUST BE Z MAX RATED CLIPS, blocking(at braced wall panel) 12-10d box(3") each side of end joint) STAINLESS STEEL OR EQUAL 4-8d box(2-1/2")or 3-16d box(3-1/2")or Toe nail 12"MAX. 12"MAX. 4-8d common(2-1/2") 6"I I 6I MIN' I 2X4 CONTINUOUS 4-10d box(3") IT�I- LATERAL BRACE 16 Top or bottom plate to stud AT 6'O.C. 3-16d box(3-1/2")or 2-16d common(3-1/2")or End nail 3-10d box(3") "- 3-10d box(3");or p; TRUSS OR CEILING JOIST O FRAMED WALL 17 Top plates,laps at corners and intersections 2-16d common(31/2") Face nail AS PER PLAN SHEATHING 2-1 Od NAILS - 3-8d box(2-1/2");or �. RIM JOIST FLASHING& 2-8d common(2-1/2");or FLOOR JOIST COUNTER \ 1 l/4"MIN.20 GAUGE AS PER PLANF FLASHING 18 1"brace to each stud and plate Face nail lr—`t 2-10d box(3");or GABLE END TRUSS COIL STRAP O SEE PLAN FOR EXTERIOR GRADE 2 staples 1-3/4" 1 HEADER SIZE DECKING 3-8d box 2-1/2" or 5/8"ANCHOR BOLT 39"O.C.FOR 1&2 STORY 5 d COOLER NAILS ( )� � AT 5 O.C. 2-8d common(2-1/2");or TABLE R 301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING GYP.BOAR I P.T.DECK JOIST 19 1"X 6"sheathingto each bearing 2-10d box 3";or Face nail 1)MIN.7"EMBEDMENT INTO P.C.CONCRETE 2X4 BLOCK NAILED TO EACH FRAME OPENING FOR 9 ( ) SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,C,D W/3"SQUARE WASHERS AND END NUT SETUP AS PER PLAN 2 staples,1"crown, Q GRACE woTH 4-tod NAILS � NEW WINDOW OR 16 ga.,1-3/4"long FASTENER SPACING(inches)a,b 2)1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 5 d COOLER EXTERIOR DOOR 6"MIN.TO 12"MAX.FROM ENDS OR CORNERS, NAILS @7"O.C. 10-8d SIMPSON D=OR HD2A JOIST HANGER 3-8d box(2-1/2");or FASTENER TYPE 4 FEET< 6 FEET< SECTION R301.2.2.2.1 WEIGHTS OF MATERIALS NAILS DECK TENSION HOLD DOWN PANEL SPAN ly X 20 G.A. 3-8d common(2-1/2");Of <4 FEET PANEL SPAN PANEL SPAN STRAP (1,500 CAPACITY) P.T.LEDGER BOARD 3-10d box(3");or — < 6 FEET < 8 FEET W/1/2"HDG THREADED ROD USE DEAD LOAD ANCHOR BOLT SPECIFICATION AS PER PLAN 3 staples,1"crown, Face nail NO.8 WOOD SCREW BASED 16 ga.,13l4"long ANCHOR WITH 2-INCH 16 10 8 ENDWALL W NUTS AND WASHERS 20 1"X 8"and wider sheathing to each bearing EMBEDMENT LENGTH EXTERIOR LIGHT-FRAME WOOD WALLS STUDS INSTALLED PER EACH END FOUNDATION 7 Wider than 1"X 8" 15 PSF F DECK AS PERL WALL MANUFACTURER 4-8d box(2-1/2");Or NO,10 WOOD SCREW BASED ( ) ANCHOR WITH 2-INCH 16 12 9 O SPECIFICATIONS 3-8d common(2-1/2");or EMBEDMENT LENGTH EXTERIOR LIGHT-FRAME COLD-FORMED 14 PSF 1 3-10d box(Y);or STEEL WALLS 4 staples,1"crown, 1/4"LAG SCREW BASED CEILING BRACING GABLE ENDWALL 16 ga.,13/4"long ANCHOR WITH 2-INCH 16 16 16 INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF EMBEDMENT LENGTH FLOOR D20 h L D DETAIL INTERIOR LIGHT-FRAME COLD-FORMED 5 PSF SIMPSON# DTT2Z OR HD2A 4-8d box(2-1/2");or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 pound=4.448 N, 1 mile per hour=0.447 STEEL WALLS 21 Joist to sill,top plate or girder 3-8d common(2-1/2");or Toe nail m/s 3-10d box(3");or 8"THICK MASONRY WALLS 80 PSF TOP PLATE SPLICE REQUIREMENTS a.This table is based on 180 mph ultimate design wind speeds,Vult,and a 33-foot mean roof FOR WIND EXPOSURES B&C 8d box(2-1/2") 4"o.c.Toe nail height. ONE STORY SLAB ON GRADE HEADER CONNECTIONS 22 Rim joist,band joist or blocking to sill or top plate(roof applications also) 8d common(2-1/2");or b.Fasteners shall be installed at opposing ends of the wood structural panel.Fasteners shall be 6"THICK CONCRETE WALLS 85 PSF 10d box 3" 6"o.c.Toe nail located not less than I inch from the edge of the panel. BUILDING MIN.SPLICE 1-1/4"MIN.20 GAUGE COIL STRAP c.Anchors shall penetrate through the exterior wall covering with an embedment length of DIMENSION LENGTH 3-Sd box(2-1/2");or not less than 2 inches into the building frame. TOP PLATE SPLICE LENGTH ra 2-Sd common(2-1/2");or � � ♦ � � 23 1"X 6"subfloor or less to each joist 3-1 Od box(3");or Face nail Fasteners shall be located not less than 2-1/2 inches from the edge of concrete block or 12'-0" 2'-0" f x 1 TABLE R301.7 ALLOWABLE DEFLECTION OF v \ \\ 2 staples,1"crown, concrete. STRUCTURAL MEMBERS 16'-0" 3'-0" z 16 ga.,1314"long d.Panels attached to masonry or masonry/stucco shall be attached using vibration-resistant 20'-0" 4'-0" anchors having an ultimate withdrawal capacity of not less than 1,500 pounds. 24'-0 4'- / 1 /1-1/4"W 20ga. - \` 3-16d box(3-1/2");or g P y P STRUCTURAL MEMBER ALLOWABLE t 24 2"subfloor to joist or girder Blind and face nail 28'-0" 5'-0" 1 % METAL STRAP 2-16d common(3-1/2") 1 ANCHOR BOLT 1-1/4"W 20ga. 1 1 1 RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH L/180 32'-0" 6'-0" I NOT SHOWN METAL STRAP 1 I Z 25 2"planks(plank&beam-floor&roof) 3-16d box(3-1/2");or At each bearing,face nail TABLE R 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS FINISHED CEILING NOT ATTACHED TO RAFTERS 36'-0" T-0" I ANCHOR BOLT O 2-16d common(3-1/2") 40'-0" 8'-0" I I I NOT SHOWN (in pounds per sq.ft.) INTERIOR WALLS&PARTITIONS H/180 1 50'-0„ 10, 0„ f p a 1 3-16d common(3-1/2") 1 •. / ► ,' .• / 4-10 box(3"),or FLOORS&CEILINGS W/BRITTLE FINISHES(me.plaster&stucco) L/360 60'-0" 12'-0" e e / 26 Band or rim joist to joist 4-3"nails;or End nail 2" 1 T-O"O.C. r-o^o.c. 70"-0" 14'-0" \\ •e• ��/\/\/\/ a'e• GRADE / 4-3"X 14 ga.Staples, USE LIVE LOADS CEILINGS WITH FLEXIBLE FINISHES(including gypsum board) L/240 \ \/ / / / ) 7/16"crown _ / / / ALL OTHER STRUCTURAL MEMBERS L/240 ° \ e' // // Nail each layer as follows:32"o.c. UNINHABITABLE ATTICS W/OUT STORAGE 10 ° ° ° �` �' i `\��`\\\\\\ "- \\/\\/\\/J 20d common(4");or // // // // at top and bottom and staggered. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 UNINHABITABLE ATTICS W/LIMITED STORAGE 20 r-o"o.c. I/T CARRIAGE BOLT(MIN.) r-o^D.C. `. 10d box(3");or 24"o.c.face nail at top and bottom �� a �� e HABITABLE ATTICS&ATTICS W/FIXED STAIRS 30 EXTERIOR WALLS-WIND LOADS a WITH BRITTLE FINISHES H/240 IW/WASHER&NUT(TYP.) e �/ e Built-up girders and beams,2-inch lumber W X 0.131"nails staggered on opposite sides TOP PLATE SPLICE REQUIREMENTS 27 BALCONIES EXTERIOR &DECKS 40 layers And: (EXTERIOR) EXTERIOR WALLS-WIND LOADS a WITH FLEXIBLE FINISHES H/120 FOR WIND EXPOSURES B&C 2-20d common(4");or Face nail at ends and each splice FIRE ESCAPES 40 ALL OTHER CASES 1-TABULATED SPLICE LENGTHS ASSUME TOP PLATE- 3-1 Od box(3");or LINTELS SUPPORTING MASONRY VENEER WALLS L/600 (TYP.)BOLT PATTERN FOR FLITCH PLATE TO-TOP PLATE CONNECTIONS USING 2-16D NAILS PER FT. MST27 STRAP CONNECTION DETAIL GUARDS AND HANDRAILS 200 N.T.S. FOR SHORTER SPLICE LENGTHS,THE NAILS SPACING 3-3"nails BUILDING MIN.SPLICE GUARDS IN-FILL COMPONENTS 50 NOTE: L-SPAN LENGTF:. DIMENSION LENGTH SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT 1-114"W 20 GA.METAL STRAP 4-16d box(3-1/2");or PASSENGER VEHICLE GARAGES 50 H-SPAN HEIGHT NUMBER OF NAILS. 3-16d common(3-1l2");or (4-8d NAILS) 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail ROOMS OTHER THAN SLEEPING ROOMS 40 4-10d box(3");or 12'-0" 3'-0° 2-TABULATED SPLICE LENGTH ASSUME A BUILDING E BEARING N STUD SURFACE BLOCKING�ENDWALL. PLACED AT EACH STUD(16"O.C.) 4-T nails SLEEPING ROOMS 30 TABLE R402.2 16'-0' 4'-0" LOCATED IN EXPOSURE(B). 20'-0" 5'-0" 2-1 Od box(3"),or STAIRS 40 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE RIDGE PLATFORM FRAMING;ONLY. 3-TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. 24'-0" 6'-0"Each end,toe nail 28'-0" 7'-0" WALL HEAIGHTS FOR OTHER WALL HEIGHTS,(H) 29 Bridging or blocking to joist 2-3"common(2-1/2")or MINIMUM SPECIFIED THE TABULATED UNIT LATERAL LOADS SHALL ) MULTIPLIED 2-3"nails COMPRESSIVE STRENGTHa(fc) 32'-0" $'-0" 36'-0" 9'-0„ BY H/8. TABLE R 3 02.1(1)EXTERIOR WALLS Weathering potential b 40'-0" 11'-0" TYPE OR LOCATIONS OF 4-TOP PLATES SHALL BE MINIMUM OF STUD GRADE MATERIAL. FASTENING SCHEDULE- TABLE R66)2.3(1) CONCRETE CONSTRUCTION Negligible Moderate Severe 50'-0" 13'-0" EXTERIOR WALL ELEMENT MINIMUM MINIMUM FIRE 60'-0" 16'-0" NUMBER AND TYPE SPACING OF FASTENERS FIRE-RESISTANCE RATING SEPARATION DISTANCE Basement walls,foundations and other 70"-0" 19'-0" ITEM DESCRIPTION OF concrete not exposed to the weather 2,500 2,500 2,500e 80'-0" 22'-0" MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS OF FASTENER a,b,c Intermediate I HR.TESTED IN ACCORDANCE wlrH ATTIC SPACE. BUILDING ELEMENTS Edges supports WALLS FIRE-RESISTANCE RATED ASTME 119 OR UL 263 WITH EXPOSURE <5 FEET (inches) (inches) FROM BOTH SIDES Basement slabs and interior slabs on ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN TEMP. HEATING NOT-RESISTANCE RATED o HouRs >_s FEET grade,except garage floor slabs 2,500 2,500 2,500c SPLICING OF TOP PLATE HEATING COOLING CORRECTION FACTOR DESIGN TEMP. COOLING TEMPERATURE Wood structural panels, sub floor, roof and interior wall sheathing to fr ming NOT ALLOWED N/A <2 FEET DIFFERENCE and article board wall sheathing to frannin Basement walls,foundation walls, BLOCKING 2 BAYS p 9 9 PROJECTIONS FIRE-RESISTANCE RATED 1 HR.ON THE UNDERSIDE a,b 2 FEET<5 FEET exterior walls and other vertical BACK @ 4'-0"O.C. 108 FT 41 deg. N 15 deg. F 86 deg. F 1.00 70 deg. F 75 deg. F 55 deg. F (see Table R602.3(3)for wood structural panel exterior wall slheathing to wall framing) NOT-RESISTANCE RATED 0 HOURS >5 FEET concrete work exposed to the weather 2,500 3,000d 3,000d 1/2"X 3"BEARING PLATE NOT ALLOWED N/A <3 FEET ,� WITH NUT COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER 6d common(2")nail(subfloor,wail); 6 12 WALLS G IN 25%MAXIMUM OF WALL AREA 0 HOURS 3 FEET Porches,carport slabs and steps ¢ TEMPERATURE VELOCITY VELOCITY WET BULB RANGE HUMIDITY HUMIDITY 30 3/8"-1/2" 8d common(2-1/2")nail(roof);or UNLIMITED o HOURS 5 FEET 3 1/2"STL PLATE > DIFFERENCE HEATING COOLING exposed to the weather,and garage SECOND FLOOR. RSRS 01(2-3/8")nail(roof)j O WELDED TO COLUMN II COMPLY WITH SECTION R 302.4 <3 FEET floor slabs 2,500 3,000d,e,f 3,500d,e,f z PENETRATIONS ALL w II l 1 de F 15 MPH 7.5 MPH 72 de F MEDIUM M 40% ° Sd common nail(2-1/2");or NONE REQUIRED 3 FEET GIRDER BEAM g g• ( ) 32 OR @ 50/o RH 31 19l32"-1" RSRS•01;(2-3/8")nail(roof)j 6 12 SEE PLAN FOR SIZE (4)1/2"DIA.BOLTS for Si: I foot=304.8 mm. for si:I pound per square inch=6.895 kpa. V WITH WASHERS 32 11/8"-11/4" 10d common(3")nail;or 6 T-12 n/a=not applicable. BACK @ c z BAYS SEE PLAN FOR SIZE PP a.at 28 days psi. Bncx�?4'-0°o.c. Bd(2-1/2")deformed nail a.roof eave fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of 3.5"STL 1/2" STL PLATE i Other wall sheathing the eave if fireblocking is provided from the wall top plate to the underside of the roof sheathing. b.see table rr30I.2(1)for weathering potential. COLUMN FOR COLUMN l b.roof eave fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of j1 C.concrete in these locations that may be subject to freezing and FIRST FLOOR. 1/2"1/2"structural cellulosic 7/12"galvanized roofing nail, the eave provided that gable vent openings are not installed. thawing during construction shall be air-entrained concrete in accordance with footnote d. HOOKED EPDXY COATED M[C HAEL AN G E LON E, [�.E.LLC 33 fiberboard sheathing7/16"head diameter,or 11/4"long 3 8 P.C.FOOTING HOOKED ANCHOR BOLTS 16 ga.staple with 7/16"or 1"crown d.concrete shall be air entrained. total air content(percent by volume SEE PLAN FOR SIZE 12"EMBEDMENT I I 25/32"structural cellulosic 13/4"galvanized roofing nail, TABLE R 302.6 DWELLING-GARAGE SEPARATION of concrete)shall not be less than 5 percent or more than 7 percent. 1/2"THREADED ROD ri Y SHELLS ONLY INC. 34 fiberboard sheathing13/4"head diameter, BLOCKING 2 BAYS �. •, ,j n; 3 6 e.see rr402.2 for maximum cement content. BACK @ 4--o"o.C. HOME IMPROVEMENTS or 11/2"long 16 ga.staple with MINIMUM 7116"or 1"crown SEPARATION f.for garage floors with a steel-troweled finish,reduction of the total air content CNW COUPLER NUT EDGE `� NOT LESS THAN 1/2-INCH GYPSUM BOARD OR (percent by volume of concrete)to not less than 3 percent is permitted if the POST TO GIRDER AND DISTANCE 3" �", ' 355 SUNRISE H W Y 1-1/2"galvanized roofing nail; FROM THE RESIDENCE AND ATTICS specified compressive strength of he concrete is increased to not less than 4,000 psi. WEST B A B Y L O N, N.Y. 1 1 704 35 1/2"gypsum sheathing staple galvanized,1-1/2"long; 7 7 ° ., g g EQUIVALENT APPLIED TO THE GARAGE SIDE P P gt P FOOTING COONECTION I r" 1-1/4"screws,Type W or S NOT LESS THAN 5/8-INCH TYPE x PHONE (6 3 1 ) 4 2 2-9 1 9❑ FAX (4 2 2-9 3 1 3) FROM HABITABLE ROOMS ABOVE THE GARAGE GYPSUM BOARD OR EQUIVALENT 1-314"galvanized roofing nail; r 36 5/8"gypsum sheathing staplegalvanized,l-5/8"long; 7 7 STRUCTURE(S)SUPPORTING FLOOR/CEILING NOT LESS THAN;/2-INCH TABLE R 301.2(l)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1-5/8"galvaniscrews,e e W"l S ASSEMBLIES USED FOR SEPARATION GYPSUM BOARD OR EQUIVALENT rti � x MINIMUM �,•` ' •\?�i;� ,'� ,f .�•. YP REQUIRED BY THIS SECTION END DISTANCE 3" 'i�)i` -C�1^ ;.y OWNER �•AN�OSUS WIND DESIGN SUBJECT TO DAMAGE FROM '�• E:�u_� .�,,.�" ,7 Wood structural panels, combination subfloor underlayment to framing GARAGES LOCATED LESS THAN 3 FEET NOT LESS THAN 1/2-INCH GYPSUM BOARD HOLLOW COLUMN "— "`�FROM A DWELLING UNIT ON THE SAME LOT OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ICE BARRIER CONNECTION DETAIL RESIDENCE 37 3/4^or less 6d deformed(2")nail;or 6 12 ARE WITHIN THIS AREA GROUND SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE SEISMIC DESIGN WEATHERING FROST LINE TERMITE WINTER DESIGN FLOOD HAZARDS AIR FREEZING MEAN ANNUAL 8d common(2-1/2")nail SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMPERATURE REQUIRUNDERED AYMENT INDEX TEMPERATURE REQUIRED 8d common(2-1/2")nail;or 38 7/8"-1" 8d deformed(2-1/2")nail 6 12 20 130 VULT NO NO 1 MILE FROM COAST B SEVERE 3'-0" ]Mod-Heavy 15 DEG. YES 599 51 deg. F D ETA I L SHEET 10d common(3")nail;or 39 1-1/8"-1-1/4" 8d deformed(2-1/2")nail 6 12 D0 450 PARADISE SHORES SOUTHOLD N .Y. 1 1971 SEE SECTION FOR ROOF CONSTRUCTION MATERIALS TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION EXTERIOR INSULATED WALL ,. BATTIC DOOR ENERGY: 1/2"RIGID INSULATION General A continuous air barrier shall be installed in the building envelope.The Air-permeable insulation shall not be used as a PLYWOOD/OSB SHEATHING ROOF ATTIC STAIR COVER, AT FRONT FACE OF CEILING JOIST requirements exterior thermal envelope contains a continuous air barrier.Breaks or joints sealing material. MANUFACTURED VENT SHINGLES R�50,25X54 R-50 FIBERGLASS RECESSED LIGHT ENCLOSURE 2"X LEDGER ON TOP AND 12' ALONG RAFTERS in the air barrier shall be sealed. ATTIC OF WEATHER BARRIER CAP r— ———————-1 WITH BAFFLE TO ALLOW AND SHEATHING ATTIC FOR 1 AIR PASSAGE. Ceiling/attic INSULATION FLOOR i(4 The air barrier in any dropped ceiling/soffit shall be aligned with the insulation The insulation in any dropped ceiling/soffit shall COMPRESSIBLE and any gaps in the air barrier shall be sealed. be aligned with the air barrier. PORCH RAFTER ATTIC WEATIHER STRIPPING Access openings,drop down stairs or knee wall doors to INSULA ———— AT PERIMETER RAFTER OF ENCLOSURE unconditioned attic spaces shall be sealed. O�GG SEE SECTION Walls Cavities within corners and headers of frame CAULK AND ALUM.GUTTERS The junction of the foundation and sill plate shall be sealed. walls shall be insulated b completely filling DRYWALL EXPANDING FOAM O4 FOR R VALUE AIR SEAL AND LEADERS The junction of the top plate and the top of exterior y p y g the cavity with a material having a thermal CEILING— SEALANT AT PERIMETER ANUFACTURED 12"OVERHANG walls shall be sealed.ALLSEAMS resistance of R-3 per inch minimum. CONTINUOUS BEAD ULL DOWN STAIR WITH VINYL Knee walls shall be sealed. Exterior thermal envelope insulation for framed RECESSED LIGHT OFSEALANT BUILDING PAPER/ SOFFIT VENT walls shall be installed in substantial contact and FIXTURE— WEATHER BARRIER TYPICAL ROOF VENT continuous alignment with the air barrier. DURAFLO WEATHER PRO SERIES ROOF VENT 60PRO50SL LOW EXPANDING FOAM Windows,skylights The space between window/door jambs and framing,and AIR SEALING AT]RECESSED LIGHTING IN ATTIC AIR SEALING AT PORCH ROOF OR EQUIVALENT ROOF VENT AIR SEALING AT ATTIC PULL DOWN STAIR AROUND ALL WINDOWS and Doors skylights and framing shall be sealed. W/ 1/2"PLYWD.EXTERIOR SHEATHING AND DOORS 1/2"SHEET ROCK ON Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. WALLS AND CEILING WALL CONSTRUCTION TO BE VINYL SIDING Floors(including The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed 3/4"PLYWOOD OVER 1/2"TUFF-R above garage and insulation. to maintain permanent contact with the underside SUB FLOOR RIGID CONTINUOUS cantilevered floors) of sub floor decking,or floor framing cavity INGID CONTINUOUS .3 insulation shall be permitted to be in contact with EXPANDING the top side of sheathing,or continuous insulation TAPE ALL SEAMS installed on the underside of floor framing and FOAM SEE SECTION OVER HOUSE WRAP extends from the bottom to the top of all ROOF SEALANT FOR R VALUE )J0,6TSOVER 1/2"PLYWD. perimeter floor framing members. SKYLIGHT OVER 2"X 4"STUDS @16"O.C. V RIGID INSULATION WITH R-15 INSULATION ` CAULK AND AIR SEAL ALL SEAMS ELECTRICAL EXPANDING FOAM AROUND WALLS AND WINDOWS PLUMBING TOP PLATE CAULK AND WIRE SEALANT AIR SEAL Crawl space walls Exposed earth in unvented crawl spaces shall be covered Where provided instead of floor insulation, PIPE ALL SEAMS with a Class I vapor retarder with overlapping joints taped. insulation shall be permanently attached to the TOP PLATE 4, coNTlNuous BEAD crawlspace walls. z, OF SEALANT 3/4"PLYWOOD EXPANDING INSTALL SHEATHING SUB FLOOR EXPANDING { \-SKYLIGHT AT ATTIC SIDE OF Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to FOAM WALL SHAFT SKYLIGHT SHAFT exterior or unconditioned space shall be sealed. WALL FOAM SEALANT STUD ROOF � P.T.SILL PLATE STUD — SEALANT RAFTER SILL SEAL AND GYPSUM BOARD ATTIC SEE SECTION TERMITE SHIELD Narrow cavities Batts in narrow cavities shall be cut to fit,or LINER INSULATION FOR R VALUE narrow cavities shall be filled by insulation that AS PER PLAN on installation readily conforms to the available cavity space. CAVITY CAULK AND INSULATION AIR SEAL on Garage separation AIR SEAL AT TOP PLATE AIR SEAL AT TOP PLATE AS PER PLAN ALL SEAMS g p Air sealing shall be provided between the garage and conditioned spaces. PIPE PENETRA'.TION WIRE PENETRATION AIR SEALING AT SKYLIGHT SHAFT Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building AIRSEAL DETAIL _ envelope shall be sealed to the drywall, thermal envelope shall be air tight and IC rated. Plumbing Batt insulation shall be cut neatly to fit around and wiring wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and CONTINUOUSLY SHEATHED wiring. CONTINUOUSLY SHEATHED BRACED WALL LINE 13KAI-hi)WALL LINE 7/7 Shower/tub on The air barrier installed at exterior walls adjacent to showers Exterior walls adjacent to showers and tubs 3/4"FROM PANEL EDGE exterior wall and tubs shall separate them from the showers and tubs. shall be insulated. AT TOP AND BOTTOM 8d COMMON NAILS TABLE R 507.9.1.3(1) 6"O.C.ON EDGE SPACING Electrical/phone TABLE R 507.4 DECK LEDGER CONNECTION TO BAND JOIST 12"O.C.AT FIELD SPACING box on exterior The air barrier shall installed behind electrical communication boxess or air-sealed boxes shall be installed. DECK POST HEIGHT (Deck live load=40 psf, Deck Dead Load= 10 psf, Snow Load < 40psf) walls JOIST SPAN 16"O.C.MAX ' ' ' ' HV AC register HVAC register boots that penetrate building thermal envelope DECK POST SIZE MAXIMUM HEIGHT drywall. WALL STUD boots shall be sealed to the sub floor or (feet-inches) CONNECTION DETAILS 6'AND LESS 6'-1"TO 8' 8'-l"TO 10' 10'-1"TO 12' 12'-1"TO 14' 14'-1"TO 16' 16'-1"TO 18' SPACING ' RETURN HOLD DOWN e PANEL BRACED WALL PANEL AT END DEVICE BRACED WALL PANEL AT END 4 X 4 6-9 ON CENTER SPACING OF FASTENERS • • OF BRACED WALL LINE OF BRACED WALL LINE Concealed When required to be sealed,concealed fire sprinklers shall only sprinklers be sealed in a manner that is recommended by the • END CONDITION I END CONDITION manufacturer.Caulking or other adhesive sealants shall not be 1/2"DIAMETER LAG SCREW 30 23 18 15 13 11 10 4 X 6 8 WITH 11/2"MAXIMUM SHEATHING 1/2"WSP • • I CONTINUOUSLY SHEATHED used to fill voids between fire sprinkler cover plates and walls or ceilings. • • • CONTINUOUSLY SHEATHED 6 X 6 14' 1/2"DIAMETER BOLT 36 36 34 29 24 21 19 • • BRACED ALL LINE WITH 11/2"MAXIMUM SHEATHING a e • e ❑� 8 X 8 14' ° • xx 1/2"DIAMETER BOLT 36 36 29 24 21 18 16 • ° • WITH 11"MAXIMUM SHEATHING ° Ell INSULATIONR VALUES - anPRODUCTR-VALUE: R-38 R-38C R-30 R-30C R-25 R-22 R-21 R-19 R-15 R-13 PANEL ATTACHMENT PA D* I PRODUCT THICKNESS: 12 10-1/4 9-1/2 8-1/4„ 8'„ 6-3/4 5-1/2 6-1/4 3-1/2 3-1/2„ (CS-WSP) 48"MINIMUM BRACED WALL PANEL AT I 10'MAX I FIRST BRACED TABLE R 507.3.1 CONTINUOUSLY SHEATHED END OF BRACED WALL LINE WALL PANEL MINIMUM FOOTING SIZE FOR DECKS WOOD STRUCTURAL PANEL END CONDITION •SEE REQUIREMENTS END CONDITION CONTINUOUSLY SHEATHED LOAD BEARING VALUE OF SOILS a,c,d (pSF) BRACED WALL LINE REQUIREMENTS LIVE OR TRIBUTARY I RETURN PANEL: 24"FOR BRACED WALL LINES SHEATHED GROUND AREA(SQ.FT.) 1500e 2000 e 2500 e >3000 e WITH WOOD STRUCTURAL PANELS SNOW LOAD 32"FOR BRACED WALL LINES SHEATHED WITH (PSF) SIDE',OF A DIAMETER(OF A THICKNESS SIDE OF A DIAMETER OF A THICKNESS SIDE OF A DIAMETER OF A THICKNESS SIDE OF A DIAMETER OF A THICKNESS STRUCTURAL FIBERBOARD THE CONSTRUCTION TYPE SQUARE FOOTING ROUND FOOTING (INCHES) SQUARE FOOTING ROUND FOOTING (INCHES) SQUARE FOOTING ROUND FOOTING (INCHES) SQUARE FOOTING ROUND FOOTING (INCHES) ❑❑ ❑ DESIGNATION SHALL BE (INCHES) (INCHES;) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) DISTANCE D: 24"FOR BRACED WALL LINES SHEATHED WITH 1/2 "I","11","III","IV"or"V" WOOD STRUCTURAL PANELS TO INDICATE THE CONSTRUCTION 20 1:2 14 6 12 14 6 12 14 6 12 14 6 DD E 32"FOR BRACED WALL LINES SHEATHED WITH CLASSIFICATION OF THE STRUCTURAL FIBERBOARD STRUCTURE UNDER 40 14 16 6 12 14 6 12 14 6 12 14 6 SECTION 602 OF THE BCNYS HOLD-DOWN 800 LBS CAPACITY FASTENED TO THE EDGE OF THE 60 17 19 6 15 17 6 13 15 6 12 14 6 HOLD DOWN DEVICE: BRACED WALL PANEL CLOSEST TO THE CORNER x DEVICE FIRST BRACED AND TO THE FOUNDATION OR FLOOR FRAMING BELOW BACKGROUND MUST BE 40 80 20 22 7 17 19 6 15 17 6 14 16 6 ]0'MAX WAI L PANEL REFLECTIVE WHITE 100 22 25 8 19 21 6 17 19 6 15 17 6 END CONDITION 5 ED Q LETTERS AND BORDER o MUST BE 120 24 27 9 21 23 7 19 21 6 17 19 6 For SI:I inch=25.4 mm,I foot=304.8 mm,I pound=4.45 N. SOLID REFLECTIVE RED 140 26 29 10 22 25 8 20 23 7 18 21 7 PANTONE#187 160 28 31 11 24 27 9 21 24 8 20 22 7 FIGURE R602.10.7 DESIGNATION FOR STRUCTURAL END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING COMPONENTS THAT ARE OF For SI:1 inch=24.5 mm,1 square foot=0.0929 m sq.,1 pound per square foot=0.0479 kPa TRUSS TYPE CONSTRUCTION a.Interpolation permitted,extrapolation not permitted. b.Based on highest load case:Dead+Live or Dead+Snow n F 11 FLOOR FRAMING,INCLUDING c.Assumes Minimum square footing to be 12 inches x 12 inches x 6 inches for 6 x 6 post TABLE R 507.5 GIRDERS AND BEAMS d.If the support is a brick or CMU pier,the footing shall have a minimum 2!-inch projection on all sides DECK BEAM SPAN LENGTHS (ft. -in.) e.Area,in square feet,of deck surface supported by post and footings. 11 R" ROOF FRAMING SPECIES SIZE DECK JOIST SPAN LESS THAN OR EQUAL TO:(feet) "FR" FLOOR&ROOF FRAMING 6 8 10 12 14 16 18 varies 4"MAX. RESIDENTIAL STRUCTURES WITH TRUSS-TYPE CONSTRUCTION,PRE-ENGINEERED WOOD Post 1.5" 3.75" 1-2 X 6 4-11 4-0 3-7 3-3 3-0 2-10 2-8 CONSTRUCTION,AND/OR TIMBER CONSTRUCTION FOR A NEW DWELLING AND OR ANY TABLE R 507.6 Simpson Strong Tie Bracket Top Rail ADDITION,ALTERATION.A SIGN OR SYMBOL DESIGNED IN ACCORDANCE WITH TITLE DECK JOIST SPANS FOR.COMMON LUMBER SPECIES ft. -in. Cap TA9z or TA10z 1-2 X 8 5-11 5-1 4-7 4-2 2-10 3-7 3-5 19NYCRR PART 1265 SHALL BE AFFIXED TO THE EXTERIOR OF THE STRUCTURE FOR FIELD INSPECTION 1-2 X 10 7-0 6-0 5-5 4-11 4-7 4-3 4-0 SPECIES SIZE ALLOWABLE JOIST SPAN[ MAXIMUM CANTILEVER Post + Z 1-2 X 12 8-3 7-1 6-4 5-10 5-5 5-0 4-9 must not allow 2-2 X 6 6-I1 5-11 5-4 4-10 4-6 4-3 4-0 a sphere of 6" N TRUSS-TYP.CONSTRUCTION SIGN SPACING OF DECK JOISTS SPACING OF DECK JOISTS SOUTHERN PINE 2-2 X 8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 (inches) WITH CANTILEVERS provide blocking SCALE: NTS (inches) if 6"sphere or more r 2-2 X 10 10-4 1 9-0 8-0 1 7-4 6-9 6-4 1 6-0 12 16 24 12 16 24 Bottom Rail Baluster �n 2-2 X 12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 Bottom Rail Block 9" 2 X 6 9-11 9-0 7-7 1-3 1-4 1-6 MIN 4 1/2" 3-2 X 6 8-2 7-5 6-8 6-1 5-8 5-3 5-0 SOUTHERN PINE 2 X 8 13-1 11-10 9-8 2-1 2-3 2-5 Railing Style Varies 3-2 X 8 10-10 9-6 8-6 7-9 7-2 6-8 6-4 MICHAEL ANGELONE, P.E.LLC 2 X 10 16-2 14-0 11-5 3-4 3-6 2-10 RISERS AND TREADS DETAIL RAILING DETAIL 3-2 X 10 13-0 11-3 10-0 9-2 8-6 7-11 7-6 — SHELLS ONLY INC. w. 2 X 12 18-0 16-6 1 -6 4-6 4-2 3-4 3-2 X 12 15-3 13-3 11-10 10-9 10-0 9-4 8-10 t v" I `; HOME IMPROVEMENTS 2 X 6 9-6 8-8 7-2 1-2 1-3 1-5 3 X 6 or 2-2 X 6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 .ra,'`�%�� p s `(-.,a DOUGLAS FIR-LARCH, ` ' 2 X 8 12-6 11-1 9-1 1-11 2-1 2-3 3 X 8 or 2-2 X 8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 r_ �{ ' 355 SUNRISE H WY HEM-FIR SPRUCE-PINE-FIR 2 X 10 15-8 13-7 11-1 3-1 3-5 2-9 R311.7.5.1RISERS. RRI.7.811ANDRAILS. , .:: �,r ` WEST BABYLON, N.Y. 1 1 704 3 X 10 or 2-2 X 10 8-4 7-3 6-6 5-11 5-6 5-1 4-8 } o THE RISER HEIGHT SHALL BE NOT MORE THAN 8-1/4 INCHES.THE RISER SHALL BE MEASURED HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN PHONE (6 3 1 ) 4 2 2-9 1 9 O FAX (4 2 2-9 3 1 3) 2 X 12 18-0 15-9 12-10 4-6 3-11 3-3 VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT OF TREADS OR FLIGHT WITH FOUR(4)OR MORE RISERS. t 3 X 12 or 2-2 X 12 9-8 8-5 7-6 6-]0 6-4 5-11 5-7 WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. DOUGLAS FIR-LARCH, l , 2 X 6 8-10 8-0 7-0 1-0 1-1 1-2 RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD R311.7.8.1 HErGHT. HEM-FIR 4 X 6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 I ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES(0.51 RAD)FROM THE VERTICAL. HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD SPRUCE-PINE-FIR, REDWOOD, OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES, NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND REDWOOD, 4 X 8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 2 X 8 11-8 10-7 8-8 1-8 1-10 2-0 z, . WESTERN CEDARS, AS MEASURED VERTICALLY,TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE NOT MORE THAN 38 INCHES. , � OWNER E R OF A 4-INCH-DIAMETER SPHERE. WESTERN CEDARS, �'�`' '•.� p ,;} ; `'. ', ��Z ir�rO * _ PONDEROSA PINE, E2X 0E7-5 4-11 13-0 10-7 2-8 2-10 2-8 4 X 10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 ly 1 u RED PINE R312.1.3 OPENING LIMITATIONS. PONDEROSA PINE, `' �±l _ %,' 2 15-1 12-4 3-10 3-9 3-1 R311.7.5.2 TREADS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED RED PINE 4 X 12 I1-5 9-11 8-10 8-71 7-6 7-0 6-7 TIIE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES.THE TREAD DEPTH SHALL BE MEASURED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES DIAMETER RESIDENCE HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT 3-2 X 6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE.THE GREATEST TREAD DEPTH EXCEPTIONS: WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. 3-2 X 8 -8 8-6 7-7 6-11 6-5 6-0 5-8 I. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE OF A SPHERE 61-NCHES 3-2 X 10 12-0 10-5 10-0 8-6 7-10 7-4 6-11 DETAIL SHEET (153 MM)IN DIAMETER. 2. GUARDS ON THE OPENSIDE OF STAIRS SHALL NOTHA VE OPENINGS T11ATALLOW 3-2 X 12 13-3 12-1 11-10 9-10 9-1 8-6 8-1 D 450 PARADISE SHORES PASSAGE OFA SPHERE 4-318 INCHES(111 AIM)INDIAMETER. SOUTHOLD N .Y. 1 1971 0 0 0 � o � D o O D a SECTIONR301 DESIGN CRITERIA R308.4.5 GLAZING AND WET SURFACES. EXCEPT WHERE OTHERWISE PROTECTED FROM FROST,FOUNDATION WALLS,PIERS AND OTHER PERMANENT SUPPORTS OF BUILDINGS CORROSION-RESISTANT WIRE CLOTH SCREENING,HARDWARE CLOTH,PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS GENERAL NOTES: R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. GLAZING IN WALLS,ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM ROOMS, AND STRUCTURES SHALL BE PROTECTED FROM FROST BY ONE OR MORE OF THE FOLLOWING METHODS: HAVING A LEAST DIMENSION OF 1/16 INCH(1.6 MM)MINIMUM AND 1/4 INCH(6.4 MM)MAXIMUM.OPENINGS IN ROOF FRAMING MEMBERS BUILDINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AS LIMITED BY THE PROVISIONS OF THIS BATHTUBS,SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 1)EXTENDED BELOW THE FROST LINE SPECIFIED IN TABLE R301.2.(1). SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7.REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE 1•THE ARCHITECT/ENGINEER OF RECORD HAS NOT BEN RETAINED FOR THE SUPERVISION OF THIS PROJECT. SECTION.ADDITIONAL CRITERIA SHALL BE ESTABLISHED BY THE LOCAL JURISDICTION AND SET FORTH IN TABLE R301.2(1). 60 INCHES(1524 MM)MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A 2 CONSTRUCTED IN ACCORDANCE WITH SECTION R403.3. AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS,RODENTS SNAKES AND OTHER SIMILAR CREATURES. 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILE FOR AND OBTAIN ALL REQUIRED APPROVALS AND PERMITS FROM ANY . HAZARDOUS LOCATION.THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ) AND ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS PROJECT. 3)CONSTRUCTED IN ACCORDANCE WITH ASCE 32. 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE EXCEPTION:GLAZING THAT IS MORE THAN 60 INCHES(1524 MM),MEASURED HORIZONTALLY AND IN A STRAIGHT LINE,FROM THE R806.3 VENT AND INSULATION CLEARANCE. R301.2.1.2 PROTECTION OF OPENINGS. WATERS EDGE OF A BATHTUB,HOT TUB,SPA,WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER,SAUNA OR STEAM 4)ERECTED ON SOLID ROCK. WHERE EAVE OR CORNICE VENTS ARE INSTALLED,BLOCKING,BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. 2020 NEW YORK STATE RESIDENTIAL CODE AND ALL OTHER APPLICABLE CODES,RULES AND REGULATIONS IN THE CONSTRUCTION EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHIALL BE PROTECTED FROM WINDBORNE DEBRIS.GLAZED ROOM. EXCEPTIONS: OF THIS PROJECT. ' OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL,MEET THE REQUIREMENTTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND NOT LESS THAN A 1-INCH(25 MM)SPACE SHALL BE PROVIDED BETWEN THE INSULATION AND THE ROOF SHEATHING AND AT THE ASTM E 1886 AS MODIFIED IN SECTION 301.2.1.2.1.GARAGE DOOR GLAZED OPENINGG PROTECTION FOR WINDBORNE DEBRIS SHALL MEET 1)PROTECTION OF FREESTANDING ACCESSORY STRUCTURES WITH AN AREA O(F 600 SQUARE FEET OR LESS,OF LIGHT-FRAME LOCATION OF THE VENT. 4.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND EXISTING CONDITIONS.THE THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/D)ASMA 115. CONSTRUCTION,WITH AN EAVE HEIGHT OF 10 FEET(3048 MM)OR LESS SHALL]NOT BE REQUIRED. CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT EXCEPTION:WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THANI 7/16 INCH AND A SPAN OF NOT MORE THAN 8 FEET(2438 SECTION 310 EMERGENCY ESCAPE AND RESCUE OPENINGS 2)PROTECTION OF FREESTANDING ACCESSORY STRUCTURES WITH AN AREA OF 400 SQUARE FEET OR LESS,OF OTHER THAN LIGHT-FRAME R807.1 ATTIC ACCESS. DOCUMENTS TO THE ARCHITECT/ENGINEER OF RECORD. CONSTRUCTION,WITH AN EAVE HEIGHT OF 10 FEET OR LESS SHALL NOT BE REiQUIRED. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT HAVE 5.ALL PLUMBING WORK SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER APPLICABLE MM)SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUIT AND ATTACHED TO THE FRAMING SURROUNDING THE R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. CODES,LAWS,RULES,REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING.PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND 3)DECKS NOT SUPPORTED BY A DWELLING NEED NOT BE PROVIDED WITH FOOTINGS THAT EXTEND BELOW THE FROST LINE. A VERTICAL HEIGHT OF 30 INCHES OR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET.THE VERTICAL HEIGHT SHALL BE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDIED.ATTACHMENTS SHALL BE DESIGNED TO RESIST THE RESCUE OPENING.WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL FOOTINGS SHALL NOT BEAR ON FROZEN SOIL UNLESS THE FROZEN CONDITION)IS PERMANENT. MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS.THE CHEATING AND AIR CONDITIONING REQUIREMENTS SHALL BE COORDINATED WITH THE OWNER'S H.V.A.C.CONTRACTOR PRIOR TO ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER COMMENCING ANY WORK. COMPONENT AND CLADDING LOADS DETERMINED IN hCCORDANCE WITH EIIHEIR TABLE R301.2(2)OR ASCE 7,WITH THE PERMANENT BE REQUIRED IN EACH SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO 7.ALL ELECTRICAL OUTLETS,SWITCHES,LIGHTS AND WIRING SHALL BE U.L.CERTIFIED AND INSTALLED IN COMPLIANCE WITH ALL CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PEIRMANENTLY INSTALLED ON THE BUILDING. A YARD OR COURT THAT OPENS TO A PUBLIC WAY. SECTIONR404 FOUNDAT/ONAND RETAINIAG WALLS READILY ACCESSIBLE LOCATION.WHERE LOCATED IN A WALL,THE OPENING SHALT.BE NOT LESS THAN 22 INCHES WIDE BY 30 INCHES ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS HIGH.WHERE THE ACCESS IS LOCATED IN A CEILING,MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES AT APPLICABLE ELECTRICAL CODES. WHERE THE ULTIMATE DESIGN WIND SPEED,V'ULT,IS 180 MPH OR LESS. R404.1 CONCRETE AND MASONRY FOUNDATION WALLS. SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS.SEE SECTION M1305.1.3 8.STAIRWAY ILLUMINATION IS TO BE IN ACCORDANCE WITH R311.7.9,303.7&303.THE LIGI4T SWITCH IS TO BE LOCATED AT THE TOP R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. CONCRETE FOUNDATION WALLS SHALL BE SELECTED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R404.1.3. FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. AND THE BOTTOM OF EACH STAIRWAY. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, MASONRY FOUNDATION WALLS SHALL BE SELECTED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R404.1.2. M1305.1.3 APPLIANCES IN ATTICS. 9.ALLOW A MINIMUM OF 18"BETWEEN BOTTOM OF FLOOR JOIST TO THE FLOOR OF ANY CRAWL SPACE. R301.2.2.2 WEIGHTS OF MATERIALS. TOOLS OR SPECIAL KNOWLEDGE.WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOR USE ON AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT(720 P'A)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE 10.PROVIDE DOUBLE HEADERS AT ALL FLOOR CEILING,STAIR AND ROOF OPENINGS ALL HEADERS TO BE A MINIMUM OF(2)2 X 8 (ON A HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR]FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY R404.1.3.3.1 COMPRESSIVE STRENGTH. ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE,BUT NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE UNLESS OTHERWISE NOTED ON PLANS. SECTION R301.2.2.DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE,F'C,SHALL(COMPLY WITH SECTION R402.2 AND SHALL BE NOT LESS THAN 20 FEET LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE.THE 11.FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALLEL PARTITIONS. R310.2.1 MINIMUM OPNING AREA. THAN 2,500 PSI(17.2 MPA)AT 28 DAYS IN BUILDINGS ASSIGNED TO SEISMIC DES3IGN CATEGORY A,B OR C AND 3000 PSI(20.5 MPA)IN PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24INCHES WIDE.A LEVEL 12.FOR ALL PRESSURE TREATED LUMBER CONNECTIONS USE Z MAX RATED STRAPS STAINLESS STEEL ORE UAL. 1)FIFTEEN POUNDS PER SQUARE FOOT FOR EXTERIOR LIGHT-FRAME WOOD WALLS. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. BUILDINGS ASSIGNED TO SEISMIC DESIGN Category DO,Dl or D2. SERVICE SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE Q 2)FOURTEEN POUNDS PER SQUARE FOOT FOR EXTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE ACCESS IS REQUIRED.THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE NOT LESS THAN OF 20 INCHES BY 30 INCHES,AND LARGE 13.WINDOWS AND DOORS SHALL BE PROPERLY FLASHED TS HEADS AND PROPERLY SEALED AND WEATHER-STRIPPED. 3)TEN POUNDS PER SQUARE FOOT FOR INTERIOR LIGHT-FRAME WOOD WALLS. EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES NOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. 14.ALL GYPSUM SHALL BE TAPED AND SPACKLED(3 COATS)READY FOR PAINT. R INCH BOARD FOR FOR ALL WALLS&CEILING'S 4)FIVE POUNDS PER SQUARE FOOT FOR INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS. AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20INCHES A 6-M.2 VAPOR RETARDER. .5. TYPE X FIRE RATED FOR ALL GARAGE AND MECHANICAL ROOMS.1/2 INCH M/R GREEN BOARD FOR ALL BATHROOMS. A 6-MIL-THICK POLYETHYLENE VAPOR RETARDER SHALL BE APPLIED OVER TL-IE POROUS LAYER WITH THE BASEMENT FLOOR 15.ALL FINISHES SHALL BE AS DIRECTED BY OWNER. 5)EIGHTY POUNDS PER SQUARE FOOT FOR 8-INCH-THICK MASONRY WALLS. CONSTRUCTED OVER THE POLYETHYLENE. CHAPTER 9 ROOFASSEMBLIES 16.ALL MICROLAM LUMBER IS TO BE MANUFACTURED BY T'RU-JOIST CORP.P.O.BOX 60 BOISE IDAHO 83707 OR APPROVED EQUAL. 6)EIGHTY-FIVE POUNDS PER SQUARE FOOT FOR 6-INCH'-THICK CONCRETE WALLS. R310.2.2 WINDOW SILL HEIGHT. R903.1 GENERAL. 17.CONTRACTOR TO VERIFY A MIN.SOIL BEARING CAPACITY OF 2000 LB./SF 7)TEN POUNDS PER SQUARE FOOT FOR SIP WALLS. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH 18 ALL N EXCEPTIONS.• 44 INCHES ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE,IT SHALL BE PROVIDED WITH A WINDOW WELL IN EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED,FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR THE PROVISIONS OF THIS CHAPTER.ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE CO CRETE TO BE 3000 PSI.(3500 FOR GARAGES)28 DAY TEST. ACCORDANCE WITH SECTION R310.2.3. SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGfIER OF(A)THE TOP OF THE FOOTING OR(B)6INCHES(152 APPROVED MANUFACTURERS INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. PROVIDE 5/8"ANCHOR BOLTS SPACED 39"O.C.UNLESS GTHERWISE SPECIFIED ON PLANS. 1)ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER SQUARE FOOT(1190 PA)SHALL BE PERMITTED PROVIDED THAT THE MM)BELOW THE TOP OF THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH ANCHOR BOLTS SHALL ALSO BE LOCATED WITHIN 12"FROM THE ENDS OF EACH PLATE W/3"SQ.WASHER AND MIN.7"EMBEDMENT WALL BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE WITH TABLE R602.10.3(4). INTO P.C.FOUNDATION R311.6 HALLWAYS. PORTLAND CEMENT PARGTNG APPLIED TO THE EXTERIOR OF THE WALL.THE P'ARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITIi R903.2 FLASHING. 2)LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS THE WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET. ONE OF THE FOLLOWING: FLASHING SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN 19.NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. R702.1 AND R703. 1)BITUMINOUS COATING. COPINGS,THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS 20.THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CERTIFICATES. 3)FIREPLACES AND CHIMNEYS SHALL BE PERMITTED TN ACCORDANCE WITH CHAPTER 10. R311.7 STAIRWAYS. 2)THREE POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT. THROUGH THE ROOF PLANE. 21.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING RESIDENCE AND CONTENTS . R311.7.1 WIDTH. 3)ONE-EIGHTH-INCH COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C 887. AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. SECTION R302 FIRE-RESISTANT CONSTRUCTION R903.2.1 LOCATIONS. 22.THE DRAWINGS ARE NOT TO BE SCALED-FOLLOW DIMENSIONS ONLY. STAIRWAYS SHALL BE NOT LESS THAN G INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND 4)ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. 23.NO CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND APPROVAL OF THE ARCHITECT/ENGINEER R302.1 EXTERIOR WALLS. BELOW THE RE URED HEADROOM HEIGI-IT.THE CLEAR WIDTH OF STAIRWAYS AT AND BELOW THE HAND RAIL HEIGHT,INCLUDING FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS,WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION Q 5)OTHER APPROVED METHODS OR MATERIALS. OF RECORD. CONSTRUCTION,PROJECTIONS,OPENINGS AND PENETRATIONS OF EXTERIOR WALLS OF DWELLINGS AND ACCESSORY BUILDINGS SHALL TREADS AND LANDINGS,SHALL BE NOT LESS THAN 31-1/2"WHERE A HAND RAIL IS INSTALLED ON ONE SIDE AND 27"WHERE HAND RAILS AND AROUND ROOF OPENINGS.A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EAVE OF A SLOPED COMPLY WITH TABLE R302.1(1);OR DWELLINGS EQUIPPED THROUGHOUT WITH A,N AUTOMATIC SPRINKLER SYSTEM INSTALLED IN EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A NviATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE ROOF INTERSECTS A VERTICAL SIDEWALL.WHERE FLASHING IS OF METAL,THE METAL SHALL BE CORROSION RESISTANT WITH A 24.TECO DETAILS SHOWN MUST COMPLY WITH LATEST NEW YORK STATE RESIDENTIAL BUILDING CODE. ARE INSTALLED ON BOTH SIDES. MASONRY. ACCORDANCE WITH SECTION P2904 SHALL COMPLY WITH TABLE R302.1(2). THICKNESS OF NOT LESS THAN 0.019 INCH(NO.26 GALVANIZED SHEE'1�. 25.ALL WOOD FRAMING,INCLUDING JOISTS,BEAMS,POSTS,SPUDS ETC.TO BE EXCEPTIONS: CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE,LASTED DAMPPROOFING MATERIALS OR ANY ONE OF THE HEM FIR GRADE#2 OR BETTER R311.7.2 HEADROOM. WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. I)WALLS,PROJECTIONS,OPENINGS OR PENETRATIONS IN WALLS PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE R903.2.2 CRICKETS AND SADDLES. 26.WOOD SILLS TO BE 2"X 6"ACQ LUMBER THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING SEPARATION DISTANCE. THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE 1HAN 30 INCHES(762 MM) 27.ALL HEADERS TO BE SUPPORTED BY(2)2"X 4"POSTS TYPICAL.OR AS NOTED ON PLAN 2)WALLS OF DWELLINGS AND ACCESSORY STRUCTURES LOCATED ON THE SAME LOT. R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. WIDE AS MEASURED PERPENDICULAR TO THE SLOPE.CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME 28.PROVIDE DOUBLE HEADER AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION MATERIAL AS THE ROOF COVERING. 3)DETACHED TOOL SHEDS AND STORAGE SHEDS,PLAYHOUSES AND SIMILAR NS BEYOND EXEMPTED FROM PERMITS ARE NOT REQUIRED R311.7.5 STAIR TREADS AND RISERS. WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BEiLOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER RUNNING PARALLEL IT SAME. TO PROVIDE WALL PROTECTION BASED ON LOCATION ON 7HE LOT.PROJECTIONS BEYOND THE EXTERIOR WALL SHALL NOT EXTEND 29.BRIDGING TO BE EITHER SOLID OR 18 GA.CROSS BRIDGING NOT EXCEEDING 8'O.C. OVER THE LOT LINE. R311.7.5.1 RISERS. OF(A)THE TOP OF THE FOOTING OR(B)6 INCHES(152 MM)BELOW THE TOP OF'THE BASEMENT FLOOR,TO THE FINISHED GRADE.WALLS R905.1.1 UNDERLAYMENT. 30.THE TOP AND BOTTOM OF JOISTS MAY BE NOTCHED-NOT TO EXCEED 2".NO NOTCHING AT MIDDLE 1/3 OF SPAN. 4)DETACHED GARAGES ACCESSORY TO A DWELLING LOCATED WITHIN 2 FEET OAF A LOT LINE ARE PERMITTED TO HAVE ROOF EAVE THE RISER HEIGHT SHALL BE NOT MORE THAN 8-114INCHES.THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: UNDERLAYMENT FOR ASPHALT SHINGLES,CLAY AND CONCRETE TILE,METAL ROOF SHINGLES,MINERAL-SURFACED ROLL ROOFING, . THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE 1)TWO-PLY HOT-MOPPED FELTS. SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES,WOOD SHAKES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE 31.ALL WOOD TO BE KEPT BACK 2"FROM CHIMNEYS. PROJECTIONS NOT EXCEEDING 4 INCHES. THAN 318 INCH.RISERS SHALL I3E VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT 2)FIFTY-FIVE-POUND ROLL ROOFING. - STANDARDS LISTED IN THIS CHAPTER.UNDERLAYMENT MATERIALS RE URED TO COMPLY WITH ASTM D 226 D 1970 D 4869 AND D 6757 33.ALL CONCRETE HAUNCH FOOTINGS TO HAVE 2#5 REBAR REINFORCING RODS. 5)FOUNDATION VENTS INSTALLED IN COMPLIANCE WITH THIS CODE ARE PERMITTED. MORE THAN 30 DEGREES(0.51 RAD)FROM THE VERTICAL.OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE 3)SIX-MIL POLYVINYL CHLORIDE. SHALL BEAR A LABEL INDICATING COMPLIANCE TO THE STANDARD DESSIIGNATION AND,IF APPLICABLE,TYPE CLASSIFICATION 33.THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE(EXCLUDING SLABS)SHALL BE DAMP PROOF AS PER THAN 30 INCHES, INDICATED IN TABLE R905.1.I(1).UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2).UNDERLAYMENT SHALL 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE SECTIONS R 406.1&R 406.2 R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. AS MEASURED VERTICALLY,TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER SPHERE. 4)SIX-MIL POLYETHYLENE. BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3). 34.FIREPLACE FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES. OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN 5)FORTY-MIL POLYMER-MODIFIED ASPHALT. 35.PROVIDE CRAWL SPACE VENTS AS PER 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE SECTION R 408.1. ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. � - 6)SIXTY-MIL FLEXIBLE POLYMER CEMENT. 36.FOR ALL 4"POURED CONCRETE SLABS,PROVIDE 6"X 6"TOGA WWM OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER 6"WELL R311.7.5.2 TREADS. EXCEPTIONS: THE TREAD DEPTH SHALL BE NOT LESS THAN 9INCHES.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE 7)ONE-EIGHTH-INCH(3 MM)CEMENT-BASED,FIBER-REINFORCED,WATERPROO)F COATING. 1)AS AN ALTERNATIVE,SELF-ADHERING POLYMER-MODIFIED BITUMEN UNDERLAYMENT COMPLYING WITH ASTM D 1970 INSTALLED IN COMPACTED FILL. R302.5.1 OPENING PROTECTION. VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE.THE 8)SIXTY-MIL SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ACCORDANCE WITH BOTH THE UNDERLAYMENT MANUFACTURERS AND ROOF COVERING MANUFACTURERS INSTRUCTION'S FOR THE 37.AT LEAST ONE SINGLE STATION SMOKE DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTION R 314&R 315.IN OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPD14G PURPOSES SHALL NOT BE PERMITTED.OTHER GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WVITII AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. DECK MATERIAL ROOF VENTILATION CONFIGURATION AND CLIMATE EXPOSURE FOR THE ROOF COVERING TO BE INST L EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA AND ON EACH STORY-INTERCONNECTED AND HARD WIRED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8 INCHES(35 MM) A LED,SHALL BE PERMITTED. 38.PROVIDE AT LEAST ONE EGRESS WINDOW IN EACH ROOM,EXCEPT KITCHENS,BATHS AND BOILER ROOMS WITH A MINI1vfUN1 IN THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES(35 MM)THICK,OR 20-MINUTE FIRE-RATED R311.7.5.2.1 WINDER TREADS. R408.1 VENTILATION. 2)AS AN ALTERNATIVE,A MINIMUM 4-INCH-WIDE(102 MM)STRIP OF SELF-ADHERING POLYMER-MODIFIED BITUMEN MEMBRANE OPERABLE AREA OF 5 SO.FT.ON GRADE LEVEL AND 5.7 SF ON UPPER LEVELS WITH A MIN.OPENING HT OF 24"AND A MIN.WIDTH OF DOORS,EQUIPPED WITH A SELF-CLOSING DEVICE. WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10INCHES MEASURED BETWEEN THE VERTICAL PLANES OF THE 20".A SILL OF NOT MORE THAN 44"ABOVE FLOOR. THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF 1HE FLOOR JOISTS AND TFHE EARTH UNDER ANY BUILDING(EXCEPT SPACE COMPLYING WITH ASTM D]970,INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS FOR 1HE DECK MATERIAL, FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALK LINE.WINDER TREADS SHALL HAVE A TREAD OCCUPIED BY A BASEMENT)SHALL HAVE VENTILATION OPENINGS THROUGH(FOUNDATION WALLS OR EXTERIOR WALLS.THE MINIMUM SHALL BE APPLIED OVER ALL JOINTS IN THE ROOF DECKING.AN APPROVED UNDERLAYMENT FOR THE APPLICABLE ROOF COVERING FOR 39.GLAZING IN DOORS,SHOWER DOORS AND ENCLOSURES SHALL BE SIZED AND CONSTRUCTED OF MATERIALS AS TO MINIMIZE THE R302.5.2 DUCT PENETRATION. DEPTH OF NOT LESS THAN 6INCHES AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR.WITHIN ANY FLIGHT OF STAIRS,THE NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE MAXIMUM ULTIMATE DESIGN WIND SPEEDS,VUL.T',LESS THAN 140 MILES PER HOUR SHALL BE APPLIED OVER THE ENTIRE ROOF OVER THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THAT THE GLAZING IS BROKEN OR DAMAGED.AS PER 2020 NYSRC. R-308 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE,WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE LARGEST WINDER TREAD DEPTH AT THE WALK LINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY MORE THAN 3/8 INCH. AREA,UNLESS THE GROUND SURFACE IS COVERED BY A CLASS I VAPOR RETARDER MATERIAL.WHERE A CLASS 1 VAPOR RETARDER 4-INCH-WIDE MEMBRANE STRIPS. 40.ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY THE 2020 NYSRC..CAST IRON PIPE CONSTRUCTED OF A MINIMUM NO.26 GAGE SHEET STEEL OR OTHER APPROVED(MATERIAL AND SHALL NOT HAVE,OPENINGS INTO THE CONSISTENTLY SHAPED WINDERS AT THE WALK LINE SHALL BE ALLOWED WITHIN TILE SAME FLIGHT OF STAIRS AS RECTANGULAR MATERIAL IS USED,THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE FOOT FOR EACH 1,500 SHALL CONFORM WILL LOCAL CODE REQUIREMENTS AND HAVE APPROVED CLEAN OUTS AND JOINTS. GARAGE. - TREADS AND DO NOT HAVE TO BE WITHIN 3/8 INCH OF T1IE RECTANGULAR TREAD DEPTH. SQUARE FEET OF UNDER-FLOOR SPACE AREA.ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE R905.1.2 ICE BARRIERS. BUILDING. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED IN R302.5.3 OTHER PENETRATIONS. R311.7.6 LANDINGS FOR STAIRWAYS. TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR ASP14ALT SHINGLES,METAL ROOF SHINGLES,MINERAL-SURFACED ROLL PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE PROTECTED AS REQUIRED BY R302.11,ITEM 4. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION R408.4 ACCESS. ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER OF TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED.LANDINGS OF SHAPES OTHER THAN SQUARE OR ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES.ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE R302.6 DWELLING-GARAGE FIRE SEPARATION. RECTANGULAR SHALL BE PERMITTED PROVIDED THAT THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS THAN THAT OF INCHES BY 24 INCHES(457 MM BY 610 MM).OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 INCHES USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT,NOT LESS THE GARAGE SHALL BE SEPARATED AS RE LURED BY TABLE R302.6.OPENINGS INN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH.WHERE TFLE STAIRWAY HAS A STRAIGHT RUN,THE DEPTH (407 MM BY 610 MM).WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS;BELOW GRADE,AN AREAWAY NOT LESS THAN 16 INCHES THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF T'HE BUILDING.ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS Q IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES. BY 24 INCHES(407 MM BY 610 MM)SHALL BE PROVIDED.THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE THRESHOLD OF THE VERTICAL IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES MEASURED ALONG THE ROOF ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5.7HE WALLL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELILING UNIT WALL. EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OFANINTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS INAN FNCLOSED ACCESS OPENING.THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATEID UNDER A DOOR TO THE RESIDENCE.SEE SECTION SLOPE FROM THE EAVE EDGE OF THE BUILDING. GARAGE,PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. M1305.1.4 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS 10C4TED UNDER FLOORS. R302.7 CINDER-STAIR PROTECTION. R905.2 ASPHALT SHINGLES. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-STAIIR SURFACE AND ANY SOFFITS PROTECTED ON THE R311.7.8 HANDRAILS. R408.7 FLOOD RESISTANCE. THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION. ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD. HANDRAILS SHALL.BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR(4)OR FOR BUILDINGS LOCATED IN FLOOD HAZARD AREAS AS ESTABLISHED IN TA:11-1,R301.2(1): MORE RISERS. 1)WALLS ENCLOSING THE CINDER-FLOOR SPACE SHALL BE PROVIDED WITH r i,�00D OPENINGS IN ACCORDANCE WITH SECTION R322.2.2. R302.11 FIREBLOCKING. 2)THE FINISHED GROUND LEVEL OF THE UNDER-FLOOR SPACE SHALL BE EQUAL.TO OR HIGHER THAN THE OUTSIDE FINISHED GROUND IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED R311.7.8.1 HEIGHT. LEVEL ON AT LEAST ONE SIDE. R90.2.2 SLOPE. DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES.AND BETWEEN A TOP STORY AND THE ROOF SPACE. HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING•OR FINISH SURFACE OF RAMP EXCEPTION:UNDER-FLOOR SPACES THAT MEET THE REQUIREMENTS OF FL'MA TB 11-1. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(2:12)OR GREATER.FOR FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SLOPE,SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES. ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(2:12)UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4:12), 1)IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURREID SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.I.]. STUDS,AS FOLLOWS: R31].7.9 ILLUMINATION. CHAPTER 5 FLOORS 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. STAIRWAYS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.7 AND R303.8. R501.2 REQUIREMENTS. R905.2.5 FASTENERS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING]0 FEET. R303.7INTERIOR STAIRWAYHLUMINATION. FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOAi N IN ACCORDANCE WITH SECTION R301 AND OF FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 2)AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATI'THE LANDINGS AND TREADS.THE LIGHT TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELIEMENTS. 12-GAGE[0.105 INCH(3 MM)]SHANK WITH A MINIMUM 3/8-INCH-DIAMETER HEAD,COMPLYING WITH ASTM F 1667,OF A LENGTH TO COVE CEILINGS. SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE(1 I LUX)AS PENETRATE THROUGH THE ROOFING MATERIALS AND NOT LESS THAN 3/4INCH INTO TFLE ROOF SHEATHING.WHERE THE ROOF 3)IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOMI OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL MEASURED AT THE CENTER OF TREADS AND LANDINGS.THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE R502.1.1 SAWN LUMBER. SHEATHING IS LESS THAN 3/4 INCH THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. COMPLY WITH SECTION R302.7. LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED]LUMBER GRADING OR INSPECTION AGENCY AND HAVE 4)AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING SAND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO R303.8 EXTERIOR STAIR WAYILLUMINATION. DESIGN VALUES CERTIFIED BY AN ACCREDITATION BODY THAT COMPLIES WIUH DOC PS 20IN LIEU OF A GRADE MARK,A CERTIFICATE OF CHAPTER 10 CHIMNEYS AND FIREPLACES RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATITRIAL FILLING THIS ANNULAR SPACE SHALL NOT BE EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE R1001.I0 HEARTH EXTENSION DIMENSIONS. REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ACCEPTED. HEARTH EXTENSIONS SHALL EXTEND NOT LESS THAN 16 INCHES IN FRONT OF AND NOT LESS THAN 8 INCHES BEYOND EACH SIDE OF THE 5)FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION R1003.1!9. ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. FIREPLACE OPENING.WHERE THE FIREPLACE OPENING IS 6 SQUARE FEET OR LARGER,THE HEARTH EXTENSION SHALL EXTEND NOT LESS 6)FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT TIRE LINE OF DWELLING UNIT SEPARATION. R502.1.1.1 PRESERVATIVE-TREATED LUMBER. THAN 20 INCHES IN FRONT OF AND NOT LESS THAN 12 INCHES BEYOND EACH SIDE OF THE FIREPLACE OPNING. R311.8 RAMPS. PRESERVATIVE TREATED DIMENSION LUMBER SHALL ALSO BE IDENTIFIED AS REQUIRED BY SECTION R317.2. R302.12 DRAFTSTOPPING. R311.8.1 MAXIMUM SLOPE. R317.1.2 GROUND CONTACT. R1001.1 I FIREPLACE CLEARANCE. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVES AND BELOW THE CONCEALED SPACE OF A RAMPS SERVING THE EGRESS DOOR REQUIRED BY SECTION R311.2 SHALL HAVE A SLOPE OF NOT MORE THAN 1 UNIT VERTICAL IN 12 UNITS ALL WOOD IN CONTACT WITH THE GROUND,EMBEDDED IN CONCRETE IN DIREiCT CONTACT WITH THE GROUND OR EMBEDDED IN WOOD BEAMS,JOISTS,STUDS AND OTHER COMBUSTIBLE MATERIAL SHALL HAVE A CLEARANCE OF NOT LESS THAN 2 INCHES FROM THE FLOOR-CEILING ASSEMBLY,DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AR'.EA OF THE HORIZONTAL(8.3-PERCENT SLOPE).ALL OTHER RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 UNIT VERTICAL IN 8 UNITS HORIZONTAL(12.5 CONCRETE EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTNDED FOR HUMAN OCCUPANCY SHALL BE FRONT FACES AND SIDES OF MASONRY FIREPLACES AND NOT LESS THAN 4 INCHES FROM THE BACK FACES OF MASONRY FIREPLACES.THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET.DRAFTSTOPPING SIMLL DIVIDE THE CONCEALED SPACE INTO PERCENIT). APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND CONTACT USE,EXCEPT THAT UNTREATED WOOD USED AIRSPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIREBLOCKING IN ACCORDANCE WITH SECTION R1001.12. APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN]FRESH WATER SHALL NOT BE REQUIRED TO BE BELOW,DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: SECTIONR312 GUARDSAND WINDOW FALL PROTECTION PRESSURE-PRESERVATIVE TREATED. R1003.9 TERMINATION. 1)CEILING IS SUSPENDED UNDER 1HE FLOOR FRAMING. R312.1 GUARDS. CHIMNEYS SHALL EXTEND NOT LESS THAN 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET,BUT SHALL BE NOT LESS 2)FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATEM MEMBERS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4. R502.1.2 PREFABRICATED WOOD I-JOISTS. THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. R312.1.1 WHERE REQUIRED. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED ACCORDANCE WITH ASTM D 5055. R1003.9.1 CHIMNEY CAPS. SECTIONR303 LIGHT,VENTILATION AND HEATING MORE THAN 30INCHES(762 MNI)MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM) MASONRY CHIMNEYS SHALL HAVE A CONCRETE,METAL OR STONE CAP,A DRIP EDGE AND A CAULKED BONID BREAK AROUND ANY FLUE R303.1 HABITABLE ROOMS. HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. R502.1.3 STRUCTURAL GLUED LAMINATED TIMBERS. LINERS IN ACCORDANCE WITH ASTM C 1283,TFLE CONCRETE,METAL OR STONE CAP SHALL BE SLOPED TO SHED WATER. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. R312.1.2 HEIGHT. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS LREQUIRED IN ANSI/AITC A190.1,ANSI 117 AND ASTM D 3737. NATURAL VENTILATION SHALL BE THROUGH WINDOWS,SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR.SUCH OPENINGS SHALL BE PROVIDED V✓ITH READY ACCESS OR SHIALL OTHERWISE BE READILY CONTROLLABLE BY THE REQUIRED GUARDS EI OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS RI003.18 CHIMNEY CLEARANCES. BUILDING OCCUPANTS.THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE FLOOR AREA BEING NOSN 36 INCHES IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE R502.3 ALLOWABLE JOIST SPANS. ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING VENTILATED. NOSING. SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITH TABLES R502.3.1(1),AND R502.3.1(2).FOR OTHER GRADES AND SPECIES AND FOR SHALL HAVE A MINIMUM AIRSPACE CLEARANCE TO COMBUSTIBLES OF 2 INCHES.CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR EXCEPTIONS: OTHER LOADING CONDITIONS,REFER TO TILE AWC STIR. WALLS OF THE BUILDING,INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNIICE,SHALL HAVE A MINIMUM AIRSPACE SECTIONR314 SMOKE ALARMS CLEARANCE OF 1 INCH.THE AIRSPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH SECTION 1)THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND A WHOLE-HOUSE R1003.19. MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION M1507. R314.1 GENERAL. R502.5 ALLOWABLE GIRDER AND'IEADER SPANS. 2)THE GLAZED AREAS NEED NOT BE INSTALLED IN RODMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT SMOKE ALARMS AND HEAT DETECTION SHALL COMPLY WITH NFPA 72 AND SECTION R314. THE ALLOWABLE SPANS OF GIRDERS AND HEADERS FABRICATED OF DIMENSION LUMBER SHALL NOT EXCEED THE VALUES SET FORTH IN R314.1.1 LISTINGS. TABLES R602.7(1),R602.7(2)AND R602.7(3). CHAPTER 13 GENERAL MECHANICAL SYSTEMREQUIREMENTS IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATPJN OF 6 FOOTCANDLES(65i LUX)OVER THE AREA OF THE ROOM AT A FIGHT OF 30 SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217.HEAT DETECTION SHALL BE LISTED IN ACCORDANCE WITH UL 521 OR UL INCHES ABOVE THE FLOOR LEVEL. 539,AS APPROPRIATE FOR THE INTENDED APPLICATION.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN 3)USE OF SUNROOM AND PATIO COVERS,AS DEFINED]N SECTION R202,SHALL BLE PERMITTED FOR NATURAL VENTILATION IF IN EXCESS SECTIONR507.1 DECKS M1305.].I APPLIANCES IN ROOMS. ACCORDANCE WITH UL 217 AND UL 2034. r APPLIANCES INSTALLED IN A COMPARTMENT,ALCOVE,BASEMENT OR SIMILAR SPACE SHALL BE ACCESSED BY AN OPENING OR DOOR OF 40 PERCENT OF THE EXTERIOR SUNROOM WALLS ARE OPEN,OR ARE ENCLOSED ONLY BY INSECT SCREENING. R314.2 WHERE REQUIRED. WOOD-FRAMED DECKS SHALL E E ACCORDANCE WITH 7HIS SECTION.FO'D)F.CKS USING MATERIALS AND CONDITION SNOT AND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LESS THAN 24 INCHES 610 MM WIDE AND LARGE ENOUGH TO ALLOW REMOVAL PRESCRIBED IN THIS SECTION,REFER TO SECTION R301 ( ) SMOKE ALARMS AND HEAT DETECTION SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION. OF THE LARGEST APPLIANCE IN THE SPACE,PROVIDED THERE IS A LEVEL SERVICE SPACE OF NOT LESS THAN 30INCHES(762 MM)DEEP R303.3 BATHROOMS. R314.3 LOCATION. AND THE HEIGHT OF THE APPLIANCE,BUT NOT LESS THAN 30 INCHES(762 MM),AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE WITH BATHROOMS,WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: R-507.2.3 FASTENERS AND CONNECTORS THE DOOR OPEN. WINDOWS OF NOT LESS THAN 3 SQUARE FEET,ONE-HALF OF WHICH MUST BE OP]ENABLE. 1)INEACHSLEEPING ROOM. METAL FASTENERS AND CONINECTORS USED FOR ALL DECKS SHALL BE IN ACCORDANCE WITH SECTION R 317.3 EXCEPTION:THE GLAZED AREAS SHALL NOT BE REQUI RED WHERE ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. 2)OUTSIDE EACH SEPARATE SLEF,PING AREA INTHE IMMEDIATE VICINITYOF THE BEDROOMS AND TABLE SECTION R 507.2.3. M1305.1.2 APPLIANCES IN ATTICS. THE MINIMUM LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION M1505.EXHAUST AIR FROM THE SPACE ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. 3)ONEACHADDITIONAL STORYOFTHEDWELLING,INCLUDING BASEMENTSAP.D HABITABLEATTICSAND NOTINCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR R507.3 FOOTINGS ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE,BUT NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL DECKS SHALL BE SUPPORTED ON CONCRETE FOOTINGS OR OTHER APPROVED STRUCTURAL SYSTEMS DESIGNED TO ACCOMMODATE ALL THAN 20 FEET LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE.THE R303.7 INTERIOR STAIRWAY ILLUMINATION. PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24INCHES WIDE.A LEVEL INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN PRTIFICIAL LIGHT SOURCE;TO ILLUMINATE THE LANDINGS AND TREADS.1HE LIGHT PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORYBELOW THE UPPER LEVEL. LOADS U ACCORDANCE WITII SECTIONR3 N DECK FOOTINGS SHALL IN SIZED H CARRY THE IMPOSED LOADS FROM THE DECK SOURCE SHALL BE CAPABLE OF ILLUMINATING TREAD S AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE(I I LUX)AS 4)SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET(914 MM)HORIZONTALLYFROM THE DOOR OR OPENING OF STRUCTURE TO THE GROUIND AS SHOWN LN FIGURE R507.3. THE FOOTING DEPTFII SHALL BE IN ACCORDANCE WITLL SEC770N R403.1.4. ACCESS IS REQUIRED.THE CLEAR ACC SS O ENING DIM NS ON SIHALL BE NOT LESS THAN O 20 INCHES BYO30 INCHES,AND LAR EERE MEASURED AT THE CENTER OF TREADS AND LANDINGS.THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE A BATHROOM THAT CONTAINSA BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OFA SMOKE ALARM REQUIRED BY SECTION ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. R314.3. R507.3.1 MINIMUM SIZE EXCEPTION:A SWITCH IS NOT REQUIRED WHERE REMOTE,CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. R314.4INTERCONNECTION. THE MINIMUM SIZE OF CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH TABLE R507.3.1,BASED ON THE TRIBUTARY AREA AND SECTIONMI502 CLOTHES DRYER EXHAUST EXCEPTION.OWNER-OCCUPIED DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE WITH SECTION E3401.2.1. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH ALLOWABLE SOIL-BEARINGPRESSURE IN ACCORDANCE WITH TABLE R401.4.1. SECTION R314.3,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL CLOT 1 GENERAL. ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT.PHYSICAL INTERCONINECTION OF SMOKE ALARMS SHALL NOT BE CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH 1HE MANUFACTURERS INSTRUCTIONS. R303.8 EXTERIOR STAIRWAY ILLUMINATION. R507.4 DECK POSTS EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. FOR SINGLE-LEVEL WOOD-FRAMED DECKS WITH BEAMS SIZED IN ACCORDANCE WITH TABLE R507.5, DECK POST SIZE SHALL BE IN EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOIR GRADE LEVEL SHALL BE PROVIDED WITH AN EXCEPTION SMOKEALARMS AND ALARMSINSTALLED TO SATISFYSECTION R314.4.1 SHALL NO BE REQUIRED TO BE INTERCONNECTED TO ACCORDANCE WITH TABLE R507.4. M1502.2 INDEPENDENT EXHAUST SYSTEMS. EXISTING SMOKE ALARMS WHERE SUCH EXISTING SMOKE ALARMS ARE NOT INTERCONNECTED OR WHERE SUCH NEW SMOKE ALARMS IS NOT DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS AND SHALL CONVEY THE MOISTURE TO THE OUTDOORS. ARTIFICIAL LIGHT SOURCE LOCATED LI THE BOTTOM LANDING OF THE STAIRWAY. CAPABLE OF BEING INTERCONNECTED TO THE EXISTING SMOKE ALARMS. EXCEPTION:TTIIS SECTION SHALL NOT APPLY TO LISTED AND LABELED CONDENSING(DUCTLESS)CLOTHES DRYERS. EXCEPTION.OWNER-OCCUPIED DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE WITH SECTION E3401.2.1 R507.4.1 DECK POST TO DECK FOOTING CONNECTION COMB COMBINATION ALARMS. WHERE POSTS BEAR ON CONCRETE FOOTINGS IN ACCORDANCE WITH SECTIOM R403AND FIGURER507.4.1,LATERAL RESTRAINT SHALL BE M I C HAE L AN G E LO N E, P.E.LLC SECTIONR305 CEILING HEIGHT COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. PROVIDED BY MANUFACTURED CONNECTORS OR A MINIMUM POST EMBEDMENT OF 12 INCHES(305 MM)IN SURROUNDING SOILS OR M1502.3 DUCT TERMINATION. CONCRETE PIERS.OTHER FOOTING SYSTEMS SHALL BE PERMITTED EXHAUST DUCTS SHALL TERMINATE ON 1HE OUTSIDE OF THE BUILDING.EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE R305.1 MINIMUM HEIGHT. SECTION R315 CARBON MONOXIDE ALARMS WITH THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS.IF 1HE MANIUFACTURERS INSTRUCTIONS DO NOT SPECIFY A ,F T � m ` HABITABLE SPACE,HALLWAYS AND PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS TERMINATION LOCATION,THE EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET(914 MM)IN ANY DIRECTION FROM OPENINGS SHELLS ONLY I N C■ CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R915')F THE FIRE CODE OF NEW YORK STATE.. f�� THAN 7 FEET.BATHROOMS,TOILET ROOMS AND LAUNDRY ROOMS SMALL HAVE,A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES. 915.3 DETECTION LOCATIONS MAXIMUM ALLOWABLE SPANS FOR WOOD DECK BEAMS,AS SHOWN IN FIGURE R507.5, SHALL BE IN ACCORDANCE WITH TABLE R507.5. ATTIRE DUCT TERMINATION.UCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER.SCREENS SHALL NOT BE INSTALLED �� `_h►,1�f-".t. �` CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN T'HE LOCATIONS SPECIFIED IN SECTION R 915.3 THROUGH R 915.3.3 HOME IMPROVEMENTS SECTIONR308 GLAZING BEAM PLIES SHALL BE FASTENED WITH TWO ROWS OF lOD(3-INCH x 0.128-INCI-I[)NAILS MINIIMUM AT16 INCHES(406 MM)ON CENTER ,,;TM � PLUS ANY ADDITIONAL LOCATIONS AS RE URED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE. '' .ti R308.4 HAZARDOUS LOCATIONS. Q ALONG EACH EDGE.BEAMS SHALL BE PERMITTED TO CANTILEVER AT EACH EN1D UP TO ONE-FOURTH OF THE ALLOWABLE BEAM SPAN. y , THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH R308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS FOR DECK BEAMS OF OTHER MATERIALS SHALL BE PERMITTED WHERE DESIGNED iIN ACCORDANCE WITH ACCEPTED ENGINEERING ;-1 3 5 5 SUNRISE H W Y THE PURPOSES OF GLAZING. SECTIONR402 MATERIALS PRACTICES. [ I WEST B A B Y L O N, N.Y. 1 1 7 0 4 R402.2 CONCRETE. 4s t , _ ,r 1. PHONE (631 ) 422-91 90 FAX (422-931 3) CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF F'C,AS SHOWN IN TABLE R402.2.CONCRETE SUBJECT TO R507.9.1.3 LEDGER TO BAND JOIST DETAILS � s' 1t' R308.4.3 GLAZING IN WINDOWS. MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1)SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2.THE �U.1, i e f t GLAZING IN AN INIDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF T9E FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE FASTENERS USED IN DECK LEDGER CONNECTIONS IN ACCORDANCE WI1H TABLE R507.9.1.3(1)SHALL BE HOT-DIPPED GALVANIZED OR � MAXIMUM WEIGHT OF FLY ASH,OTHER POZZOLANS,SILICA FUME,SLAG OR BLENDED CEMENTS THAT IS INCLUDED IN CONCRETE X, ', A HAZARDOUS LOCATION: STAINLESS STEEL AND SHALL BE INSTALLED IN ACCORDANCE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES,CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING y'�: `• r) .// 1)THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET-. CHEMICALS SHALL NOT EXCEED THE PERCENITAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS SPECIFIED IN SECTION 19.3.3.4 WITH TABLE R 507.9.1.3(2)AND FIGURES R 507.9.1.3(1)AND R 507.9.1.3(2) , " ,�- _i , , F,. �� 2) THE BOTTOM EDGE OF THE GLAZING IS LESS THAN]8 INCHES ABOVE THE FLOOR, OF ACI 318.MATERIALS USED TO PRODUCE CONCRETE AND TESTING]HEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED 't `'_.: ,_ OWNER SAI\I TO S U S 3)THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. SECTIONR806 ROOF VENTILATION ��,-4 � 4)ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES,MEASURED HORIZOONTALLY AND IN A STRAIGHT LINE, R806.1 VENTILATION REQUIRED. OF THE GLAZING. R403.1.4 MINIMUM DEPTH. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF R E S I D E I`I C E EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12 INCHES(305 MM)BELOW THE UNDISTURBED GROUND SURFACE.WHERE RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VIENTILATING OPENINGS PROTECTED AGAINST THE APPLICABLE,THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1. ENTRANCE OF RAIN OR SNOW.VENTILATION OPENINGS SHALL HAVE A LEAST]DIMENSION OF 1/16INCH(1.6 MM)MINIMUM AND 1/4 INCH R403.1.4.1 FROST PROTECTION. (6.4 MM)MAXIMUM.VENTILATION OPENINGS HAVING A LEAST DIMENSION LARRGER THAN 1/4INCH(6.4 MM)SHALL BE PROVIDED WITH DETAIL SHEET D 450 PARADISE SHORES SOUTHOLD N .Y. 1 1 971