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Home My WebLink About50986-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50986 Date: 7/25/2024 Permission is hereby granted to Reinhardt, Enes 59 King St Floral Park, NY 11001 To: Construct a new single-family dwelling with HVAC system as applied for per SCHD approval. At premises located at: 1855 Greenway E, Orient SCTM #473889 Sec/Block/Lot# 15.-1-10 Pursuant to application dated 6/5/2024w_ww_ and approved by the Building Inspector. To expire on .....1/24/2026.ITITITITITm Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,974.00 CO-NEW DWELLING $100.00 Total: $3,074.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Date Received B E C E 01 V' E For Office Use Only PERMIT NO. 5095 Building Inspector., """� JUN — 5 202 Applications and forms must be filled out in their entirety. Incomplete 13uI1din ®PP9rt? ent applications will not be accepted. Where the Applicant is not the owner,an Town f southo1d Owner's Authorization form(Page 2)shall be completed. Date:May 9, 2024 1265 OWNER(S)OF PROPERTY: n L a Name: SCTM#1000-15-1-10 Project Address:1855 Greenway East, Orient, New York Phone#:8456645696 Email:tandi10229gmail.com Mailing Address:112 Green Street, South Jamesport, NY 11970 CONTACT PERSON: Name:Burt Dorfman Mailing Address:112 Green Street, South Jamesport, NY 11970 Phone#:8456645696 YM�ll:burtdorfman@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:RObert Higgins Mailing Address:50 Hidden Acres Path Phone#:6312083351 :rarchibob@aol.com Email CONTRACTOR INFORMATION: Name:1885 Green LLC Mailing Address:112 Green Street, South Jamesport, NY Phone#:8456645696 Email:burtdorfman@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION '®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes IiNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:vacant land Intended use of property:single family home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r-40 this property? ®Yes ❑No IF YES, PROVIDE A COPY. 8 The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Burt Dorfman, Manager Application Submitted By(print me): []Authorized Agent BOwner Signature of Applicant: Date: 64 a/ I S 1 2o 2 f STATE OF NEW YORK) SS: COUNTY OF Suffolk Burt Dorfman being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Manager of 1885 Green LLC (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this - of � 200ry{ � ! of Pu CV' L GATZ- CflWA :B0 N 0'l ARY JPiLI LIC„S°i A I E�0F NEW YO RK Rc %sgraalx:�rr eta.W A6 I IO2 uai ie 1'�in Suffolk Courtly (Where the applicant is not the owne cornnii�sion Expires o ' �W q, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector 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 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: May 9, 2024 Company Name: Triangle Electric Electrician's Name: Edward. Richardson License No.: 4468E Elec. email:ccecontractors@optonline.com Elec. Phone No: 6318312562 1 request an email copy of Certificate of Compliance Elec. Address.: "�`,0, D x r- - 14,� 9 /--/- It -7 90 JOB SITE INFORMATION (All Information Required) Name: 1885 Green LLC Address: 1855 Greenway East, Orient, New York Cross Street: North Sea Drive Phone No.: 8456645696 Bldg.Permit#: 5 o email:burtdodman@gmail.com Tax Map District: 1000 Section:15 Block: 1 Lot:10 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):. provide electrical work for approx 3100 square foot house Square Footage: 13100 Circle All That Apply: Is job ready for inspection?: El YES R] NO [:]Rough In Final Do you need a Temp Certificate?: R1 YES E] NO Issued On Temp Information: (All information required) Service Sizez1 Ph 3 Ph Size: 200 A # Meters 1 Old Meter# ✓�New Service[—]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead Underground Laterals Z 1 2 H Frame n Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION' C�( Generated by FScheck- eb So ware J Compliance Certificate Project 1855 Greenway east Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,743 ft2 Glazing Area 14% 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: 1855 Greenway east Burt Dorfman Robert Higgins Architect Southold, NY 50 HIDDEN ACRES PATH WADING RIVER, NY 11792 Compliance: 5.0%Better Than Code Maximum ILIA: 416 Your UA: 395 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. SlIaallb-on g aade tradeoffs a rre no ki nger considered Bred !in the lays oar IP EE rfb rinruance coirrallphain ce path oou Pli: cIlueck, II ach s alV oin-g a de aassernblly iiru the aalyedfied n:°,Ihma tE~ zone rnru st urrna,.a,.t tlhie urnrinlinrrUrn energy a::aade unu uOaation R..,aaaallaue and dei:ill-ii requ,.uin°euna.ints. Euelo e Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,976 30.0 0.0 0.035 0.026 69 51 Wall: Wood Frame, 16" o.c. 2,592 21.0 0.0 0.057 0,060 122 129 Door 1: Solid Door(under 50% glazing) 79 0.400 0.320 32 25 Door: Glass Door(over 50% glazing) 40 0.300 0.320 12 13 SHGC: 0.30 Window: Wood Frame 325 0.300 0.320 98 104 SHGC: 0.30 Floor: All-Wood joist/Truss 1,424 30.0 0.0 0.033 0.047 47 67 Floor 1: All-Wood joist/Truss 44 30.0 0.0 0.033 0.047 1 2 Floor 2 above garage:All-Wood joist/Truss 541 38.0 0.0 0.026 0.047 14 25 Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 1 of10 x Compliance Statement. The proposed building design described here 1r,consistent with the buildi, g plans, specifications, and other calculations submitted with the permit application.The proposed b l I g has been designedAd meet the 2018 IECC requirement.6 in REScheck Version : RE scheck-W th the mandat r q,uirements list n the REScheck 1nslate ti heckll oa� w Name--Title 5g ature Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 2 of10 REScheck Software Version : RESchieck-Web CIS(J Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. # Pre-Inspection/Plan R Value � Value.._....._ .....�. Section evlew plans Verified Field Verified Complies? Comments/Assumptions p p & Rec] ID 103.1, Construction drawings and ❑Complies Requirement� � �� will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ., building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑ ompli'es Requirement will be met. 103.2, documentation demonstrate ❑floes Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable 'Systems serving multiple ❑Not Applicable ,dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heatin g: Heating: '❑Complies I Requirement will be met, 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 3 of10 ,. Section e .1D �. �......... FoundationInspection. .. , Complies? Comments/Assumptlons ....... ... .... .......... - 303.2.1 A protective covering is installed to ❑Com lies Requirement will be met. [FO111P protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ;❑Not Observable, grade. ❑Not Applicable Snow-and ice-melting system controls ❑Complies Requirement will be met. [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: __ 1 High Impact(Tier 1) 2 Medium Im act . ..M mmmmmmITITIT mm.. . p (Tier 2) ..3 Low Impact(Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 4 of10 ..,�_ ... ...w.w......... u,..Plans Ver fled Fiel Valuefle .... �.. .. Section Framing ............... g p d Complies? Comments/Assumptions & Ile I D 402.1 1, DooU.. . .0 h U- U- ❑Co ....... In Ins ection ............. ..... mplies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable � _� ;.... .._ �....... 402.1.1, Glazing U-factor(area- weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ` ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance []Does Not 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 Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable []Not Applicable 402.4.3 Fenestration that is not site built - OComplies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ,or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics OComplies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 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 ❑Complies Requirement will be met. [FR13]1 boxes are sealed with DDoes Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as` ❑Not Applicable applicable. ........... 403.3.5 Building cavities are not used as OComplies Requirement will be met. l[FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R _...w OComplies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to ?R- 3. 6 ❑Not Observable El Not Applicable 403.4.1 Protection of insulation on HVAC OComplies :Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 3 Hot water pipes are insulated to R R- ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not '❑Not Observable ONot Applicable 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) . a Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 5 of10 Framing/l�ou, lµli inspect � alaeifted ielal Verified mtte 1'on' Ilan ................ "U"aNlue P' s I Cprnrrtents/Ll�ss�rrcrripiorrrs „.. .. . . _.......m.... — ...�-...-. ,..._ .. ._.. _ _a.�u�..e 4016 Automatic or gravity dampers are 13Compliese _ m. Requirement will be met; [FRI912 installed on all outdoor air E]Does Not intakes and exhausts. I+Io'k Observable ONot Applicable Additional Comments/Assumptions: 1 Hi h Irx pact(Tier 1) R4e ium Impact(Tier ) Low lmpact (Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 6 of10 .#gy Insulation ... _ _ ..... . „,. _.. ...W__. Section s7 Comments/Assumptions & R® ID .. ,.,,.. Inspection � PlanValuefled ...��FlelValuefle ��o. . .._Complle...........m-... . . .w. .... .e. .... ,,..,.e Mwo m.� .. 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN1312 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R _ R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable �41 '❑Not Applicable .. __.a_. ... .. .. . .. ...... .e.e ................... _._. 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the [-]Not Observable underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable :contact with the top side of ,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 members. .� ...... _ . .a. ... . ....... . _... �. 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 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ._. -__ .r„ _.__ J✓GJ OComplies Requirement will be me ....... t. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Lo mITpact(Tier 3) _. Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 7 of10 ......... Final HInspection Provisions Plans Verl ied Fiel VaVer luefied Complies ^T^Comm^ ..._,.. _ . Section ents/Assumptions Ceiling 402.2.1, insulation R-value R Wood R Wood ❑Domplies See the Envelope Assemblies t i . ❑ ❑ oes Not able for values. �402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable ..-....... ..... .......................... 303.1.1.1, :Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.. Attic access hatch and door R R - 2.4 - ❑Iamplies .Requirement will be met. [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. '❑Not Observable ❑Not Applicable ...�..... � .... _� _ �. _�._.._ ......... 402.4.1.2 "Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable _ _.........................................�...�................ 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [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 handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. _,..,..,. ._..,.. . _...,. ,... ..._............. _... 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [FI24]1 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies 'Requirement will be met. [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable pump 403.1.2 Heat um thermostat installed ❑Comiplies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulatin service hot water .Y. ❑Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 8 of10 Se ion Final InspectionMProvisions Plant/luelfied Fiel V luefied .. Complies? Comments/Assumptions_ ..... & ReID ... '403.6.1 All mechanical ventilation system � ❑Com lies Requi rement irement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable ❑ R403.6.1. Not Applicable .. A .. ....... _..._.__.. 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply' ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. Electric heat trace systems ❑Complies Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5 2 Demand recirculation water ❑Complies Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. . ........ ....... 403.5.4 Drain water heat recovery units ❑C'omplies Requirement will be met. [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies Requirement will be met. [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable .....� 401.3 .........�. -... . �w._e�.._ .. .... w _� .... ❑Not Applicable Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1)1) 2 2 Medium Impact(Tier 2) 3 Low Impact(Ti-3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 9 of10 _.,.,.�� ...........�..�,. - �_... ..._ Section Plans Verified Fleld Verified # Final Inspection Provisions Compiles? Comments/Assumptions & Re�ID Value Value �,, ......_ I .....n ... �..-.... .,�........ ..._.... 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI1813 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: l 1 High Impac (Tier 1) m Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 10 of10 2018 V Energy CertificateI ON/,' Efficiency m m Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.40 0.30 m m m m m m Heating System: Cooling System• Water Heater: Name• Date• Comments LOT 10 FUJICLE.AN I/ sign Professional's Certification Required® UFF01...i'G COUN-Ty DEPARTMENTF EAi...TH RVaC;E,c,- Su alit P.E. or R.A. Certification For )n and Construction o the Disposal SystemER�i� CAR PFR� I., F �R� �R�9��9C7V� FOP, Use oral � SING._E I�Aa�i�._Y EiDECIE II.. lines must be i ect DATE 5/31/2024 KS REF. No. R-24-0688 APPROVED ® I F. _....._ 6 FROM DATE OF APPROVAL ST Pice., to schiedule inspection(s). EXPIRES THREE YEA WELL GU 0 NORTH SEA DRIVE / W VACANT Z 150, P LL LOT 43 Iy FG N tl — � I DWELLING WIWELL WATER j9l�E N 89°32'10"E 132.00' CL 15A CESSPOOL IN REAR EL 17.3 OVER 150' EL 18 5 EL 18,6 EL 18.4 00---•- 1.5'E 12.5'S PROPOSED WELL z 150'NO SEPTIC m pp 1 DRY Wr:1.L pp M ° ^« B'Dxs'DEEP / m V LP GAS N /a V n 9 D p EL 16.7 - n tT1 EL 18.6 / m fl......... EL 178 � Z N 1 > (17. � DWELLING 2 4 0 WIWELL WATER CESSPOOL IN REAR COWMTEWASHOUTAREA I OVER 150' P 0 cn .G;Tgh',5ryh.,V,.. .as �, IN BED OF PROPOSED DRIVEWAY. CL 14.7 rn p 5)' PROPOSED DRIVEWAY WELL \ D - �. PR �D s 41.0' EL 18 3 OD ' i WO _ OPOSHD EL 16,5 2 STY iTr'M DRY WELL DWZLLII'VG ♦ B'0x5DEEP LOT 44 / \ �E1k:DTtiCAL"7NAS I 1 \ ' 16,6)'' I( \... (17,0) QSCREENFD Cd7 EL MCE TO� 1AND AIR PUMP 53.000NTRO PANEL EL 18,0 cv PO" �y \ EL 1 0'' ELECTRIC ANDti Sk'A"PLYHO'SETOOWTS V1 \\ r p2,0" EL15,0 2"SCH40 PVC VENT PIPE 4, y / (2)8'Ox8'DEEP L P:\ (16 5) CL 13.6OR UP "Wed LP / vv ,, �^. / A,,isc,5so RS T A 5 a - DK � VENTS: ROOF ,L 4"VTR y 7 ROOF EXTENSION OPEN O OPEN VENT PIPES SHALL >' EXTEND FOR6MINIMUM 6•ABOVE m THE ROOFOR6'ABOVETHE 2" ANTICIPATED SNOW ACCUMULATION. C 2' ••5.•• P3103.2 FROST CLOSURE: rO WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP ISO DEG F N ' '3" 3 OR LESS.VENT EXTENSION THROUGH a E •••• • : ' "••• A ROOF OR WALL SHALL NOT BE LESS = :1 1I2' THAN YIN DIAMETER.ANY INCREASE •11/2' ;1 112" '1 112" i 11/2" .11/2' ;11/2' -11/2" :11/2" :11/2'•• 2" IN SIZE OF THE VENT SHALL BE MADE WASHER NOTLESS THAN I FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. 0 O)N 2' Floor = a�D� Drain 2 NO FL. 3 3 ::) d. d rn 3" 3" 2' 2' Z(n o 3 W LL 3„ R 0 2" 2' 0 Z 3" LU ZOO :1 1/2" 3" :1 112" 1 112" ;1 10 DW LU Q F- 2• 0 W O 1 ST FL. W Q} 2' 22 ?� zL6 4"FAI 3" Z LLJ To a New Suffolk County 3" W O Approved Sanitary System 0. 4" PLUMBING RISER DIAGRAM 0 M: o d I-_ — E n Not to Scale 0N X 0 Co Co 1.PIPING SHALL BE SUPPORTED INACCORDANCE WITH SECTION P2605 olf 00 0'^ 2.PIPING MATERIALSAND FITTINGS FOR WATER SUPPLY.WASTE AND VENTS a_ I Cos DO MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 � E�OTEgfO� PppGGnT� G S,A WY0� GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS Y 14a. Draftstoppping material R302.12 shall be as follows: FASTENING SCHEDULE 1. All construction shill conform to the 2020 Residential Code NEW YORK STATE. In combustible construction where there is usable space both above and below the concealed space PLUMBING FIXTURE TRAP SIZE >1 as adopted by Ne",York State May 12,2020, p p USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does MINIMUM LOAD LOAD 3 2020 Energy Conservation Construction Code of New York State,the not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately 10 O inches Uninhabitable attics without storage NUMBER AND TYP C 2020 Building Code of New York State; Plumbing code;Fire code; Mechanical code; equal areas.. Draftstopping shall be provided in the following locations: DESCRIPTION SPACING AND OF FASTENER LOCATION Fuel gas code;Existing building code;Property maintenance code. 1. Ceiling is suspended under floor framing. Bathtub (With or without Shower head Uninhabitable attics with limited storage 20 10 ALL CODES shall supercede the drawings and shall be incorporated into the 2. Floor framing is constructed of truss-type open-web or perforated members. and/or Whir) ool attachments 1-1/2 O drawings WHETHER they are indicated on the Plans or NOT. Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING Q 15. No backfill shall be placed against the foundation walls Bidet 1-14 4-ad BOX z 1/z" OR O Additions,Alterations&Renovations:shall conform with Appendix J until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON ) EACH RAFTER,TOE NAIL' U B 2. Written Dimensions take precedence over scaled dimensions Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR C 16. Double joists under parallel partitions and under whirlpool tubs. 3-8d COMMON EACH JOIST,TOE NAIL N vj 3. The contractor prior to the start of construction shall verify all Double around openings in floor and roof framing. Floor drain 2 Guards and Handrails per 1607.8.1.1 Z00 (D p Y9 P CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (W)OR N dimensions,existing or new and be responsible for field fit. Kitchen Sink (one or two traps, with Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL a) 17. Metal flashing shall be installed were concrete abuts wood, Guard In-fill components Lo 50 CEILING JOISTS ATTACHED TO PARALLEL without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 00 to 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, p ) oD O and were decks abut house framing. passenger er vehicle garages es shall be installed in accordance under latest State approved Building Codes. Laundry tub (one Or more Compartments) - P g g g 50 5 COLLAR TIES 4-1od BOX 't3") OR O All systems are to be designed,installed,&specified by the general contractors; HVAC, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER ❑ O electrical or plumbing sub-contractors. 18. Install joist hangers at all flush structural load bearing conditions. Lavatory - Rooms other than sleeping rooms 40 10 ss J P 9 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Electrical certificates are to be provided the electrical contractor. Shower based On the total flow rate through C CN 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the g Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE O 3 OF EACH RAFTER OR TRUSS 5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of showerheads and bodysprays) O Stairs 40 20 of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall the floor area being ventilated. Refer to Residential Code section R303 Flow rate: a-1sd OR be the responsibility of the general contractor to verify the depth of all existing footings 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5.7 m and less 1-1/2 Roof 20 20 D disturbed by construction. gpm 3-16d BOX OR 20. All window and door headers to be 2-2x10 unless noted otherwise. More than 5.7 gpm Up t0 12.3 gpm 2 2-16d COMMON END NAIL TABLE R401.allows .1 subscript b:Where the building official determines that in-place place soils 21. Vent dryers to exterior as per Section M1502 More than 12.3 m U to 25.$ m 3 ALLOWABLE DEFELECTION OF ALLOWABLE I'- O with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, y p gpm p gp WALL FRAMING r� the allowable bearingcapacity shall be determined b a soils investigation. Vent range hoods as per Section M1503 STRUCTURAL MEMBERS DEFLECTION v) P Y v g More than 25.8 m u to 55.6 m 4 z Bathrooms/mechanical ventilation as per Section M1507 gpm p gpm 16d COMMON 6. Cast-in-place concrete shall be air entrained;5%<7%total air content by volume and have Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL W LL an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX O P 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 16"O.C. FACE NAIL F garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping Interior walls and partitions H/180 16d COMMON All Concrete shall conform to the latest ACI standards. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 10 BUILT-UP HEADER (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES 0 Z basement and cellars and not less than 3 feet from the bathroom door containinga Floors L/360 W R404.1.3.2 Reinforcement for Foundation Walls TABLE R302.6 11 CONTINUOUS HEADER TO STUD 5-Sd BOX(2-1/2"X0.113") TOE NAIL bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source, OR 4-8d COMMON Concrete foundation walls shall be laterally supported at the top and bottom.Horizontal All other structural memebers reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement WHENEVER an alteration, addition, or conversion is made to an Existing Residence, DWELLING -GARAGE SEPARATION L/240 /� shall be provided in accordance with Table R404.1.2 8 the smoke detections stem of the ENTIRE residence must be brought up to code, 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x o.1s2) 1s"O.C.FACE NAIL C/J P ( ) y g SEPARATION MATERIAL Exterior walls with stucco finish H/360 hardwired and Interconnected. 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END LIJ R404.1.3.3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall comply with NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH W the requirements of ASTM A 615,A 706 or A 996. FROM THE RESIDENCE AND ATTICS q 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), Exterior walls-wind loads/flexible finishes L/140 r of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL 'n t required reinforcement shall be in accordance with Table R404.1.2(1)thru FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 518" INCH TYPE X GYPSUM 14 16 BOX 3-1/2" vJ in the immediate vicinity of the bedrooms. combination carbon monoxide OR BLOCKING(NOTAT BRACED WALL) ( ) 12"O.C. FACE NAIL �(' �' r R404.1.2(9). and smoke alarms shall be permitted in lieu of carbon monoxide alarms. BOARD L span length, H=span height W 7 I STRUCTURE W S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL L R404.1.3.3.7.2.; Location of Reinforcement: vertical reinforcement in basement walls USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-15d COMMON 2 EACH 16"O.C.FACE NAIL 11...K 9'-0"or higher as per tables R404.1,2(8) Vertical reinforcement in basement walls All CO alarms shall be connected to the lighting circuit with no intervening wall TABLE R802.5.2 Zr shall be located to provide a maximum cover of 1-1/4 inches from the inside face. switch with battery backup, Battery-powered alarms are not allowed. NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL W C)GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON J I0 APPLIED TO THE INTERIOR SIDE OF R404.1.3.2;Concrete foundations shall have horizontal reinforcement as follows: 24. WALL BRACING: Buildings shall be braced in accordance with DWELLING UNIT ON THE SAME LOT W C O Based on Table R,404.1.2(1)- (includes basement entrances and window wells) EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 17 2 Continuous sheathing method. TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL U . .4. . 2-16d COMMON � Less than 8 foot Wall Height:One#4 bar within 12 inches of the top of section R602 SLOPE SPACING L.L.. 0 C c0 End conditions for braced wall lines for the continuous sheathing shall conform ROOF SPAN a = r M wall and One#4 bar near mid-height of wall. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302,5 ATTACHMENT OF GYPSUM BOARD 3-8d BOX M (0 to Figure R602.10.7. Braced wall panel connections 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL Greater than 8 foot Wall Height:One#4 bar within 12 inches of the top of g p SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-8d COMMON � .F.� ;✓ M wall and One#4 Liar near the third points in the wall story. Wall O d FiguresR6021081 &R6031082 Openings shall comply with nailing schedule and . . ( ) . . ( } ii P Y P 912 FT 20 FT 28 FT 36 FT � 0 O 4 RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING O � -- 6 c0 R404.1.3,3.7.3 Wall Openings:Vertical wall reinforcement required by Section R404.1,3.2 25. WIND DESIGN;shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 � eo that is interrupted b wall openings shall have additional vertical reinforcement of the same size NUMBER OF 16D COMMON NAILS O x ' P Yprovided m transmit the applicable uplift forces in section R80211.1 from the JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL r^ (� O 111 placed within 12 inches of each side of the opening. roof assembly to the foundation. 3: 12 16"O.C. 5 8 10 13 21 3-Sd COMMON V) -1--r m CO R404.1.3.3.7.4 Support and Cover; Reinforcement shall be secured in the proper location RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON PP P P 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4: 12 16"O.C. 4 6 8 1 D 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL in the forms with tie wire or other bar support system to prevent displacement during the concrete TABLE R301.2.1.2 Windborne Debris protection N placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum asphalt shingles shall be tested in accordance with ASTM D 7158 and classified P P g FasteningSchedule for wood structural panels 2-10d BOX " o cover of 3 inches. Minimum cover for reinforcement in concrete cast in removable forms that will be as per Table R905.2.4.1 of the NYS Residential Code, p 5: 12 i 6"O.C. 3 5 6 8 23 BLOCKING TO JOIST EACH END E'Ln 2-8d COMMON exposed to the earth or weather shall be 11J2 inches or No.5 bars and smaller,and 2 inches Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or a° o'E for No.6 bars and larger.For concrete cast in removable forms that will not be exposed to the copper roofing nails, minimum 12 gage shank with a minimum- Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 24 4-16d BOX TOE NAIL c r (D 2 In Z q 0 s earth or weather,and for concrete cast in stay-in-place forms,minimum cover shall be 3/4 inch. " BLOCKING TO SILL OR TOP PLATE 3-16d COMMON w•- . - E s N w o 3/8 inch diameter head. The fasteners shall penetrate through the roof sheathing Type Less than or less than or less than or -o rn o r- c a, c y 0 The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. 9: 12 16"O.C. 3 4 4 5 0 c,t o o cc > q and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer equal to 4 feet equal to 6 feet equal to 8 feet C w o c y c q q q 3-16d COMMON AT EACH BEARING,FACE NAIL c Z but not less than 4 per strip. 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) o a c o CD o m p p• 12: 12 16"O.C. 3 3 4 4 4-10d BOX y a, c Q.-s O 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All c � c c w � Framinglumber shall be DOUG-Fir Larch#2 or better, E=1,600,OOD No 8 Wood screw Z-17 � o,3 0 `o m 0 o 27. Flame Spread Index: R302.9 26 BAND OR RIM JOIST TO JOIST PER JOIST o v m Y Min. Flo for dimensional lumber=850 psi. P 16 inches 10 Inches 8 Inches 4-1od BOX B o� �� "- �w" P < based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON c m` 0� >A a `o Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. wall and ceiling finishes shall have a flame spread index-200 on Center on Center on Center 0 w' c 8 f0 Q 0 c 3 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 1E .s 3 L c c 3 0 a) Including but no limited to: Deck Framing, Posts,Headers, Girders&Ledgers. Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM &attics shall have a flame spread index:5 25 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES o o 0 O c 0-0 L CONNECTION SHALL BE INCREASED AS FOLLOWS: Co rn a - ° " � o' 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 4-16d BOX N " c c- `o Y - a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL Co r = a3 N No 3 0 Smoke-developed Index: R302.10 No 10 Wood screw 3-16d COMMON a o = _ `o " o or stainless steel. wall and ceilingfinishes having a smoke-developed index 5 450 based anchor with 12 inches HEEL JOINT FACTOR c o - s c 9inches H C H r w a- awe b. Use Co er'fashin Only against ACO Lumber Sill Plates g 16 inches 2 10d BOX 3" OR :c.o o m a c E 2 o a PP g y g Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies ( ) o N P 9 2 inch embedment on center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOENAIL •-.N ` m c U c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc On center 1 / 3 1.5 2-8d COMMON(2-1/2P') Z c�., � v;� c ' shall be Hot-Dipped Galvanized or Stainless Steel. &attics shall have a smoke-developed index<-450 tested with ASTM E 84 or UL 723 len ht c N o ¢ c o PP g a� caEm .`ago �-Z 1 / 4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, a N 0 `oa c o o 28. SWIMMING POOLS. Shall conform to Section R326 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam,etc'shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, DESCRIPTION OF NUMBER AND TYP SPACING OF FASTENERS z b.Fasteners shall be installed at opposing ends of the wood structural panel. OF FASTENER installed in accordance with the manufacturers latest installation details, ground access areas. panels shall not be located less than 18"from a valley BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES Framing connectors,Allowable Hole diagrams,specifications,etc. g p SUPPORTS GABLE END WALL FRAMING W "Micro-Lam"Design Stress: E= 1.9, Fb=2,600 psi, Fv=285 psi " TABLE 802.11 9 P P A permanent certificate indicating the solar-ready zone and other requirements of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) c.Anchors shall penetrate through the exterior wall covering with an embedment length of I- Parallam PSL"Design Stress: E=2.0, Flo=2,9Do psi, Fv=290 psi this section shall be posted near the electrical panel or water heater by the builder. 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" V "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi not less than 2 inches into the building frame. Fasteners shall be located not less than ) W O W U G 2-1/2 inches from the edge of concret block or concrete. -1 Z Z J g RAFTER ROOF EXPOSURE C � The main electrical panel shall have reserved space for a dual pole circuit breaker 31 19/32"_ 1" ad COMMON 6" SEE NOTE A 6" 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, SPACING SPAN d" each sleeping rooms in basement,habitable attics, and every sleeping room for future solar electric installation and labeled"for future solar electric". d.Where screws are attached to masonry or masonry/stucco,they shall be attached ULTIMATE WIND SPEED -j z r- shall have at least ONE operable emergency escape opening as follows: using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) 10d COMMON NAILS " " ❑ Q Z 1.J Sill height of not more than 44 inches above finished floor. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 130 140 32 1-1/8"- 1-1 14" 6 12 W Ca Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH11/2" = C� A. Minimum net clear opening of 5.7 square feet. STRUCTURAL CELLULOSIC W ❑ p 9 openings 31. NEW Construction/Additions&Alterations: be protected from wind bome debris. 1-1/2"GALV.ROOFING NAIL 3" 6" -) I- Except grade floor o enin s shall have a minimum net clear <5:12 a 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING Glazed opening protection shall meet the Large Missle test ASTM E 1996 Z opening of 5 square feet. It shall be the res onsibilit of the General contractor or his subcontractors to submit U- P Y and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 - d B. Minimum net clear opening height shall be 24 inches. 214 201 263 247 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL (D In detail the design, calculations, drawings,written statements of the mechanical, Garage door glazed opening protection for wind borne debris shall meet 16' O.C. 12 7�� 7�� "--I C. Minimum net:clear opening width shall be 20". FIBERBOARD SHEATHING (� D. emergency escape and rescue openings shall be operational air conditioning,ventilation. heating systems(new, existing or upgraded) ANSI/DASMA 115. Areas within hurricane prone regions: � from the inside of the room without use of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" WHERE Basement contain more than ore or more sleeping rooms, (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 an emergency escape opening shall be provided for EACH sleeping room. EXTERIOR WALL WOOD STRUCTURAL PANELS Emergancy escape and rescue opening shall open directly to the outside A. EXCEPTION: 16"O.C. 28 348 358 476 446 - Imo--- 6" DIAMETER -•"I TO RESIST WIND PRESSURES TABLE R602.3 (3) EXCEPTION: Grade floor or BELOW grade floor openings shall have Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a net clear opening of not less than 5 square feet. of 8 feet shall be permitted for opening protection. Panels shall to precut&predrilled to 16"O.C. 32 427 398 529 496 cover the glazed openings with attachment hardware provided it the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL STUD 11. STAIR HANDRAIL:R311.7,8 Provide Handrail on at least one side of each ,'' ONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL continuous run of treads or flight with FOUR OR MORE RISERS, o "I", "II', "III", "IV", OR"V„ Attachments shall be provided in accordance with the table as follows: 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS SPACING EDGES FIELD Handrail Height measured above stair tread nosing,shall not be less than 34 inches and not more than 38inches. All Handrails shall be continuous 16"O.C. 48 599 559 745 697 sd COMMON NAIL 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" 0 the full length of the stair from a point directly above the top riser of a flight REFLECTIVE RED (2.5"X 0113") z to a point directly above the lowest riser of the flight.Handrails adjacent to PANTONE#187 d U) a wall shall have a space of not be less than 1.1/2 inches between the wall l 8d COMMON NAIL „ CV P (2.5"X 0131") 1.75 INCH 24/16 7/16 OR 1/2' 16" O.C. 6" 12 a � Q and the handrail.see code for exceptions.Refer to Code for grip size specifications. DESIGN CRITERIA TABLE 507.9.1.3(1) N W 12. GUARDS:R312 Porches,balconies or raised floor surfaces located more than 30" FL DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 } ; J above the floor or grade below shall have a railing not less than 36 inches REFLECTIVEQ in hei ht. Railings shall have To rails and Balusters and Bottom rails that are WHITE FIELD Wind Speed: 140 Q W U 9 9 P NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed � _ _ _ NO Of stories:: 2 CONNECTION JOIST SPAN GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS APPLICATION slzE OF NAILS � THICKNESS ORIENTATION TO MEMBERS by the riser,tread and bottom rail of the guard rail at the open side of a stairway DETAIL <6' 6'1"TO$' 8'1"TO 10' 10'1"TO 12' TO WOOD FRAMING are permitted to be of such a size that a 6 inch sphere cannot pass through, "' 7/16" min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS Open sides of stairs with a total rise of more than 30 inches above the floor or Roof itch: per Ian 1/2"DIA. LAG SCREW 30" 23" 18" 15" Panel Attached to p p p CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS grade below shall have guards not less than 34 inches in height measured &1/2"MAX. SHEATHING 1/2" vertically from the nosing of the treads. COMPDESIGNATION FOR STRUCTURAL " Frame In accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. $" 16" TRUSS OTYPE CONSTRUCTION NENTS THATARE OF 1/2 with Table R301.2.1.2 Bldg Width Per plan &1/DIA.THRU BOLT 36" 36" 34" 29" CEILING EITHER DIRECTION 16"O.C. 7" 12" h 13. WINDOW FALL PROTECTION: Were the to of the sill of an operable window p &1/2"MAX. SHEATHING 5/8 6d COOLER NAILS P � P STROKE WALL EITHER DIRECTION 16"O.C. 7" 12" � h 0-11 opening is located LESS than 24 inches above the finished floor and GREATER "F' FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1 `/ than 72 inches above the finished grade or other surface below on the exterior GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) 2'1"TO 14'14'1"TO 16' 16'1' TO 18' TYPE"X" AT 1-718"LONG 6d COATED NAILS OR T of the building,the window must be provided with a window opening control device GARAGE CEILING 16"O.C. 6" 6" EOUIVALANT DRYWALL SCREWS. v P P 9 5/8 PERPENDICULAR SCREWS SHALL COMPLY WITH that compiles with R312.2.2 Window Opening Control Devices. "R" ROOF FRAMING 1/2"DIA.LAG SCREW BENEATH IRC SECTION R702.3.5.1 &1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in "FR" FLOOR AND ROOF FRAMING accordance with R302.11 thru R302.11.2 and Draftstopping shall be UNDER SECTION 602 OF THE BCNYS WINDOW UNIT 1/2"DIA.THRU BOLT 24" 21" 19" Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. installed per R302,12 thru R302.12.1 & 1/2"MAX. SHEATHING Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for Fireblockin materials R302.11.1 shall be as follows: LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. g TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 F--I 1, Two inch nominal lumber NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) p.., r. 2. 112"gypsum board .-r 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance with the 10 foot horizontal fireblocking in walls constructed using parallel Applicant shall provide engineered wood placard W p O rows of studs or staggered studs. on or adjacent to electrical meter box for field inspection. (.,.� 4. cellulose insulation installed and tested in accordance with ASTM E 119 or PLYWOOD STORM PANEL ` E.. ¢ r-+ 33 UL 263,for the specific applications Residential structures with Truss type construction, SHUTTER DETAIL > m Pre-Engineered Wood Construction And/or Timber Construction for new dwelling and/or any addition,alteration Refer to General Notes for Panel TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 OF FOUNDATION MATERIALS shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. O x N of the structure for field inspection CLASS OF MATERIAL LOAD-BEARING PRESSURE PED AF? C:) M Crystalline bedrock 12,000 psf HI �� Mii \i (:C Sedimentary and foliated rock 4,000 psf P �C� F Sandy gravel and/or gravel(GW and GP) 3,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) � �" �`� ��,0 . Sand,silty sand,clayey sand,silty gravel and clayey gravel 1Z (SW,SP,SM, SC, GM and GC) 2,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM 3i Clay,sandy clay,silty clay,clayey silt,silt and sandy silt I \ (CL,ML,MH and CH) 1,500 psf o WIND WINTER ICE SHIELD AIR MEAN _�• GROUND SPECIAL SEISMIC FROST SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE a.When soil tests are required by Section R401.4, (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP LOAD REGION CATAGORY DEPTH 019i1 � the allowable bearing capacities of the soil shall be part of the recommendations. ZONE b.Where in-place:soils with an allowable bearing capacity of less than 1,500 psf 20 LBS 140 P NO NO NOM B SEVERE 3-0 MODERATEI j 11 YES NO 1500 or less 52.1 are likely to be present at the site, the allowable bearing capacity shall be TO HEAVY r determined by a soils investigation. M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. V O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS P. Basic wind speed for risk catagory 11 from ASCE 7-17 Figure 26.5-1 B Extent of header(two braced wall segments) Y Outside Elevation 0 Extent of header(one braced wall segment) W TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS = Side Elevation O TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED TO a. X: bl O _I ° ° fasten king stud to header with C- CONT.IN000S RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° ° Min.3"x 11 occur net header Header e , / 6 16d sinker nails METHOD WSP: EXTERIOR SHEATHING ° ° ° shall occur at top of wall U O OR END JOIST CONTINUOUS ALONG LENGTH 16"OC ALONG ° ° ° .1- - T'�• - - -� �- - -*I• PER TABLE R602.3 3 -FASTENERS 6" OR END JOIST MEMBER QIRECTLYABOVE @ ( ) OF BRACED WALL PANELF,I ICI ICI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° ° ° fasten top plate sinker ker nails is two rows of 16d sinker nails 3"o.c. C 'with — �^ Header shall be Top plate continuity is @ •I I•I I•I PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 I• VARIES BY FASTENERS king stud with Bd wall line N 2-16d NAILS EACH SIDE race �` O 6-16d sinker nails Minimum 40001b header tojack-stud I• continuously sheated .I II I•l METHOD CS WSP: T Z21� , X Fasten sheathing to header with 8d common nails in 3 in.grid with 112"wood strap on both side of opening ° structural panels ° ° O •I I'I ��• AS PER TABLE R602.3(3) a� pattern as shown and 3 in.o.c.in all framing(studs and sills) ° ° opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS M ° o, i, N •I I I 8d @ 6"O.C.ALONG C j Minimum 40001b header-to-jack-stud strap O WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER m p ° L BRACED WALL PANEL 8d @ 6"O.C.ALONG s b I on both side of opening opposite side of Panels splice edges shall occur over J N •I (0.131 X 2.5"LONG) BRACED WALL PANEL ,° p' g BRACED WALL PANEL `m o sheathingO N •1 AT 6' O.C.ON EDGE AND 12" O.C. o t ° and be nailed to common blocking IN FIELD BRACED WALL PANEL w O1 Min.Double 2x4 framing covered with minimum o within the middle 24"of the portal- O p I, BRACED WALL PANEL X (D ° ° ° ° ° ° ° g BRACED WALL PANEL BRACED WALL PANEL w = 1/2"thick wood structural panel sheathing ° leg height. One row of 3"o.c.nailing I, BRACED WALL PANEL ° p 9 H I I BRACED WALL PANEL INTERIOR FINISH: i° with 8d common nails @ 3"o.c. in all framing o is required in each panel edge. _ 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° (studs,blocking,and sills)typical if needed 1.1 3-16d @ 16"OC ALONG (_) I I 1' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH i° ° W I., I'1 WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d 16"OC ALONG BLOCKING MEMEBER ( ) Min Double 2x4 or ° I I - BRACED_ _ J. SHEATHING ° per TableR602.10.5 panel sheathing z v! _•_ _ _ _ • _ _ _ q; CONTINUOUS RIM OR CONTINUOUS RIM OR I° Min double 2 x post Q ° 'I • ,,I END JOIST No.of jack studs per LL I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST !° Min. 2 •I II ( )2x4 t yp Table R602.7(1&2)I'I OVER AND BE FASTENED TO COMMON STUDS. j° o O o 1° Min.(2)1/2"Diameter anchors HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE installed per section R403.1.6 O WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16"plate washer W II �- U ,I INTERIOR r I,l l: AND BE FASTENED TO 1-1/2"x 5-112" FULL HEIGHT BLOCKING ADDITIONAL FRAMING SPACING THICK COMMON BLOCKING ON THE FLAT •I NAILING I,l I I I• AGAINST THE OUTSIDE SHEATHING CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING rr�^ 1.1 1. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL Z v, O BRACED WALL PANEL @ 16 O.C.ALONG .I Ll LI I. BRACED WALL PANEL W Q 'I I I I I I• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 (Q W O .1 ll 1•I 1; •I I•I I•I I• NAILING EDGE FIGURE R602.10.8(1) Attach Sheathing to v, FIGURE R602.10.8(2) Q 'I I I I I I• SPACING -6" Band or Rim joist with nail sole platL Attach Sheathing nail sole plate L.[.. > z BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials tojoistper Band or Rim joistwi to joist per - - - - L' - - . -.•'- - - '• EXT.SHEATH'G PARALLEL TO FLOOR/CEILING at 3"o.c.Top an PERPENDICULAR TO FLOOR/CEILING Sub-Floor nailing sched. at common nials nailing sched. r Bottom at Bottom m Top and - Rim Joist Q 7 Q PANEL JOINT °o° ' P- Holdowns per Plans Z FRAMING FRAMING °' ^° Bottom �° Rim Joist W W J CD FASTENING REQUIREMENTS FOR ° ° ° ° ° ° nchor Bolts and L.L.I OBRACED WALL PANEL AS PER ° ° ° ° ° perplans �/ O O v 2 3Orrnn = �-- � � 1 TABLE R602.3. 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 0 V ++ E LO (0 OLon OLO od- (0 0 co CEILING OR O X L6 1-1/4" galv. x 20 gage 0- U) -�-� m 00 FLOOR JOIST DIRECTION Simpson ENDWALL ENDWALL H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A N between 9-1/4"to 15-1/4" nails in each end at each rafter. o at each Rafter. With E.- FLOORAND CEILING JOISTS ,� ° ° y Typical Metal provide blocking @ �� ° u, DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter �,° o'E ` A Strapping JOISTS-SEE PLANS - braced wall panels „ �� PROVIDE@STRUCTURAL RIDGES F � E' � o a A at Openings iv (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field E r Simpson L-50 on each side of rafter I m o L) In a Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o��.__ 8 g ;' N C BLOCKING shall have Solid Blocking g- c ° �' fit°-• TYPICAL shall Plywood Joints Blocking Ing A. Scheduplywood sheathle Dw 1 D o o ° o ° Eli U+- U AT48' a� °� a) m �Y mY 2-BAYS IN SIMPSON H2A �, 2 ° Q o 3 BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil ,° c 3 = o 3 ° 0 rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails •I I ° N ° a. a° "L N plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° ._ o-= SECTION A-A in each end. catch jack studs t= N 3 ° € along length of braced wall (5)8d x 1-1/2 nails in Stud Look Out Blocks a� o = t _ ° Refer Hold owns ns and window or door Header. o o 1i5-o = G ° o panel. Gable End Wall ` p Less than s . END WALL BLOCKING DETAIL for locations iv Typical each side and ALL ?'z.� a N 0 C 0 o it required windows and doors. or Equal i; E m o 0) 0 8 FOR FLOOR AND CEILING BRACING to 12" E o RIM JOIST BLOCKING BETWEEN RAFTERS t) BRACED WALL PANELS NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & COLLAR TIE OR RIDGE STRAP TO RAFTERS R802.4.6 FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS Z See details on WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS NTS THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE (f� O EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1), IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT AMAXIMUM OF 4 FEET ON U� CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING COLLAR TIES SHALL BE NOT LESS THAN 2 INCH BY4 INCHES ~ 'L3 NOMINAL,SPACED NOT MORE THAN 4 FEET ON CENTER. V 9 RIDGE STRAPS IN ACCORDANCE WITH W O W (n '— 4 PER NAILING SCHEDULE. 5 N.T.S. 6 7 Q TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. Z Z _j �j O WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE V _ THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. IqT WQOFE: c� CONTINUOUS FLASHING O� U W EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE _ PAST JOIST HANGER GREATER THAN DECK JOIST AND W NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC W z ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED CUT W J Z-FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) POST TO HEADER CONNECTOR see Schedule on DWG-1 EXTERIOR OR 12" M I n PREVENT WATER INTRUSION I I I I TIMBER TECH- I I L-RAILING POST, tip of lag screw shall fully extend beyond BEARING WALL TIMBER TECH- the inside face of the band joist. SIMPSON ABU POST OUTER THIRD "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER 4"TREATED POST O CONCRETE BRACKET OF SPAN ONLY COMPOSITE DECKING COMPOSITE DECKING GALV.DECK HANGER SIDE COVER 2"MINIMUM ATTACHED PER ATTACHED PER NOTCH GREATER . MANUF.SPECIFICATIO I I I I SIMPSON LUS26 @ 2X6 � THAN 50 CLEAR MANUF.SPECIFICATI O 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 2X8 2-1/2"GALVINIZED CARRIAGE BOLTS @ R SIMPSON SD STRUCTURAL (PERCENT)OF S THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 CONNECTOR SCREW PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE JOIST W/ METAL TIE FASTENED ACROSS AND 1/2"DIA.GALV BOLTS W/ -- 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE ADHESIVE ANCHORS:HIGH-STRENGTH TO THE PLATE AT EACH OF THE Use 1-1/4" Metal I I 2' MIN. OCK WASHERS. N WITH TABLE R507.2 EPDXY ANCHORING ADHESIVE FOR NOTCH WITH 8 10D NAILS EACH SIDE Coil Strap20 Gage F- 2 x JOIST O 1 USE WITH THREADED ROD , �� ' g 0 2-1/2"MIN. SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS Z_ MECHANICAL ANCHORS;SIMPSON Q i 12 Min (5) 8d common nails Z MAX. ; ,0 2x RIM JOIST ATTACHED W/ ALLOWABLE LOAD PER TIE:840 LEIS(MIN 750 LBS) WEDGE ALL WEDGE ANCHOR d 2"MIN. (3)#10 X 3"WOOD SCREWS M NOT LESS THAN(4)LOCATIONS SPACED EQUALLYco . 2"DIA.CAST-IN-PLACE TOP PLATES D3 MAX. � in EACH END at NO AND TWO WITHIN 24"OF EACH END OF DECK M FOOTING DOWN 6 MAX. EACH Stud. N OR CONCRETEIPE 2"MIN. 8d @ 6" oc Along C U W 2-1/2"DI R507.6.2 SIMPSON H2.5 AT EA.JOIST 3". FOOTINGS MUST TO VIRGIN SOIL W (MIN 36"BELOW GRADE) Braced Wall Panel > Q THRU BOLTS BLOCKING o. BEAR ON PER R507.3 FOR DECK FOOTINGS D3 MAX. SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SIDS SCREWS UNDISTURBED Q W U W/WASHERS OVER BEAM slMPsoN Bc FIGURE R602.10.8(1) U) BETWEEN EACH POST GIRDER �: ALLOWABLE LOAD PER TIE: 1,825LBS SOIL 24"x 24"x 12" FOOTING TO VIRGIN SOIL CONNECTOR NOT LESS THAN(2)LOCATIONS WITHIN 24" (MIN 36"BELOW GRADE) JOIST OF EACH END OF DECK: SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP MAXIMUM OVERHANG 24" MIN THREAD 3/8"DIA. LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTION (a� PORCHES & DECKS NTS FIGURE R602.6.1 R502.8 NTS RAILING DECK / GIRDER & RAILIN DETAIL R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE TOP PLATE FRAMING TO NOTE; 8d COMMON NAILS ARE 10 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS H 1-1/4" x 20 gage G-185 DECK STAIR 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 � SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap pp Hot Dipped Galvanized Strap N 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails _ with (5)-8d common nails 507.9.1.3(2) FASTENERS at each stud ) TOP PLATES TOP PLATES N IN 2 ROWS Strap may be attached OVER at each stud at each stud the plywood OR directly to Strap may be attached OVER Strap may be attached OVER GRADE QI U o 0 0 5.5"MIN FOR 2X8• c the plywood OR directly to the plywood OR directly to Q Q � o Studs. � • 6.5"MIN FOR 2X10 Studs. 5"MAX 7.5"MIN FOR 2X12 _ Studs. L Q STUD BORED HOLE MAX. STUD O O O p o D _ Z C"' �-+ .-� ct BORED HOLE MAX. DIAMETER 60% O O O O N rap strap under sill 10"x LENGTH OF STEP ° DIAMETER 40% (PERCENT)OF STUD and attach to sill plates CAST-IN-PLACE PLACE FOOTING (PERCENT)OF 0 DEPTH 0 x 3-16d @ 16" oc Along D O BLOCK SOLID UNDER BOTTOM RISER � M .� STUD DEPTH I I 2"MINL 'P'°� c BETWEEN JOISTS U 't3 �o -0 5/8"MIN. 5/e"MIN. 5/8"MIN. 5/e"MIN. LAG SCREW OR THRU-BOLT "a Braced Wall Panel T3/4"MIN - - ° aG• e TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD2 N Q/ w ••-+ N •L"i =III=III = ;'= - FIGURE R602.10.8(1) TYPICAL STAIR FOOTING DE T L ,.�/ NOTCH MUST NOT NOTCH MUST NOT I=- ° o N ° 0 EXCEED 40% 0 -III '• r' EXCEED 25 /° (PERCENT)OF (PERCENT)% -110 .e. N S . STUD DEPTH 0 STUD DEPTH 0 �p � OF BOREDHOLESSHALLJ PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUDS IF HOLE IS BETWEEN STRAPPING ♦' N NOT BE LOCATED IN 40%(PERCENT)AND PER FIGURE R507.9.1.3(1) • �' ': BORED HOLES SHALL THE SAME CROSS ' Wrap strap under sill 60%(PERCENT)OF SECTION OF THE CUT Applies to Garage Wall and ° I" •• + ��i NOT BE LOCATED IN i THE SAME CROSS STUD Taus BE DOUBLE TH THEN OR NOTCH IN STUD `DISTANCE CAN BE REDUCED TO 4.5" =III=III s� ' SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction I=III=1 and attach to sill plates OR NOTCH IN STUD SUCCESSIVE STUDS e ', , ARE oouBLED SPACING IS REDUCED TO THAT OF (�IIII STRAPPING L AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS 011 TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST •�O E�yo WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING +' 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST 0 Fireplace enclosure Thin profile structural a insulated to top heathing R-50 Cover Box pushes u and out of the � cn Rigid insulation 2X ceilin oists of second floor Sheet Metal Firesto p a, 9 J p Full Thick Insulation MANUFACTURED LIGHT ENCLOSURE way for access c thin profile structural glued together see Ian w/ ceiling line Exterior p p ATTIC INSULATION CONTINUOUS BEADFill entire Cavity to .0 sheathing as draftstop and lay on plyw Od Batt Insul CEIING FRAMING Seal joint with OF SEALANT Sheathing Zeala subfloor Insulation dams o behind tub - Tub attic hatch - R-val support Non-combustable sealant Base late prevent loose-fill � Typical e ual to the Ceilin Double Frame Attic blocking p insulation from q g SUBFLOOR GLUED,CAULKED Sealed to' -' Air Seal ;_ exterior insulationrequiremen access opening Sealant or „ OR GASKETED TO RIM Continuous B. wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through C .� of Sealant or adhesive access i' as enclosure liner sealed SEALANT Sealant x adhesiveat perimeter and seams. solid blocking a, SILL PLATE INSTALLED n N or rigid insulation uc� 1 min Ri Id Weatherstripping 00 � EXPANDING FOAM SEALANT Pre-Fab Fireplace sealed around o0 Adhesi Sealant Casings rr p OVER GASKER SILL Insulation. Air pp g Panel Seal stairs ° 14 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges `Pull-down frame gap ° 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual staircase -J a) a p Yw finish w/ soffit material or foam c N attic hatch 0 3 (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing = ° RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL 0) PULL-DOWN STAIRCASE �- DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING DETAIL EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL C� PREFAP FIREPLACE AIR BARRIER AT FOUNDATION TV ATTIC HATCH DETAIL TO BAND JOISTS , This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products Z It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, W Refer to Manufacturer for installation manual. R-50 Insulation R-�n Attic sr,rr Cover _ Lt_ � 0 ENERGY NOTES �-- �� .- . 0 Z Eave baffle installed ram... " W 9a. R403.3.2: Duct Sealing (Mandatory) Ducts air handlers and filter boxes shall be sealed. r '" 1. All design & construction in compliance and built accordingly to the g ( D') adjacent to soffit and eave 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. Table R402.4.1.1-Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an approval by a third party (HERS Rater) using the Manual "J" , "S"&"D" submitted at CO. vents. Baffle shall extend overZ CO energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic insulation W 0 < 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. W CD TABLE R402.4.1.1 y p Energy air leakage b an a party ) g (R402.2.3)All HVAC, Plumbing & Electricals stems shall meet the chapter 11 Ener g y approved third art HERS Rater using the _ AIR BARRIER AND INSULATION INSTALLATION manual "J" & Manuals "S" &"D"submitted at CO. efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 X CJ W/ INSULATION � Q �-- COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS W 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Z General A continuous air barrier shall be installed Air-pernneable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit See ' OR HERS RATER ., r requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs z fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 g g SEALANT i W C continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. ! j O OC.� 11. (R403.3.5) Building Cavities (Mandatory) (n Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall a CO 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 P lO r n = T_ rn seated. See Const. Dwgs V sections N1102.2 through N1102.2.13 g I 4-1 E LO 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) Q `C d Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The O LO o installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. r accordance with the criteria listed in table 402.4.1.2 or required b code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. �"� O X recommendation and said densityshall be maintained for all volume of q y 00 each cavity. Batt type insulation Nt i11 show no voids or gaps aund or an approved third party using manual "J", "S" &"D". Automatic controls, temperature sensors and pumps shall be accessible. ' ` CIS m 00 maintain an even density for the entire cavity.Batt insulation shall be Manual controls shall be readily accessible. I t installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING ATATTIC EAVE the cavity due to services,blocking,bracing or other obstntction 9 �o The building shall be provided with ventilation that compiles with the requirements of exists,the batt product will be cut to fit the remaining depth of the o a 2 N cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE 0 ` o 0 Cn laced to fill any shall be surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system CD 2 +L... p 3 test results shall be signed b the art conducting the test. is not operating. m o = g a manufacturers'specified density.Where faced batt is used the g y party g o- ._ o Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM ` _ ( a Z U .0 installation tabs must be stapled to the face of the stud. There shall be ( ) y y c c �# _ = c` p N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy `'`i -- _. = N r o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN a + c _ 0 - o o o 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements i i o.s w 0 w ,stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH = a °Y > aY o combustion air. Factory built fireplaces shall be listed and labeled p 9 9 t ! N = o .y a- o = 3 equipment is used to provide whole-house mechanical ventilation the air handler shall be Wood Blocking HERS REPORT C I I °'t N = 3 L = _ 3 0 Insulation that upon installation readily conforms to available space according to UL 127. p 9 C --� .�'~ d 1 " o 0 o Q shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor, as backdam �- °° °' L = tm g n' TYP. ROOF CONST. ,,. , I N N a ��' U L n. „ C C C En O«- density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be t - � a 3 0 provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) � I I a� o a L o = U o Ceiling/attic Tlu:air barrier in any dropped The insulation in any dropped cciling/sofiit shall be aligned with the Heatin and coolin a ui ment shall be sized in accordance with Roof underlayment 2 x W INSULATION �_� i ° o.0 0 w °' �'r the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 9 equipment CJ / SULATION i r .N w r= E � o a ceiling/soffit/soffit shall be aligned with the air barrier. ACCA Manual S based on Buildin loads calculated in accordance with ACCA sealed to drip edg y 0 C n g shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS ir• ? z. a y o y gaps approved heating and cooling calculation methodologies. `� °'' 82 insulation and an a s in the air barrier Manual J or other a g gOR HERS RATER t,. I L o = t= ° o walled. New or replacement heating an u rn co cr F- co E a. = a 9. R403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value p g d cooling equipment shall have an efficiency of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at g I than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see SEALANT wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. pp y Const. Dwgs shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches g �•r'" ti , I in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented �' I Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. j �_ 1j"�a-�I l� • top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2} installed ii substantial contact and continuous alignment with the air barrier. Windows, skylights The:space between window/doorjambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL - RAFTER SEALING AT ATTIC EAVE and doors and framing and skylights and framing shall be sealed. WITH SPRAY FOAM INSULATION INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including The:air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' i5'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framingTEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY and extend from the bottom to the top of all BULB APPROVED WINDOW HEATING COOLING OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 9 15 7.5 71.5 M 30% 45-55% shall be covered with a Class I,black permanently attached to the crawlspace walls. ui vapor retarder«rith overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) ~O taped. Z Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) - _ - N p p WINDOW O Q shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa, b N W unconditioned space shall be sealed. 24" Ci to l.Ll RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW } J AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION SEGMENT DEVICE CONFORM TO LLI C) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 _ HEIGHTABOVE the correct density without any or gaps,voids s or KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS Factor,' 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS FINISHED FLOOR compression,or narrow cavities shall be filled by HEIGHT ABOVE insulation that on installation readilyconforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM FINISHED GRADE a. For s stem run time values between those given,the factors are permitted to be TOP MI THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. Y- g� i BE A MINIMUM OF 24 ABOVE THE FINISHED determined by interpolaticn. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED ~ Garage separation Air scaling shall be provided betnveen the garage and INTERMITTENT OR 20 CFM CONTINUOUS GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE b. Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal 05.4.3(1) 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: ens ellope shall be sealed to the drywall. envelope shall be air tight an I rated. CONTINUOUS'" TABLE M15 AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. Plumbing and Batt insulation shall be cut neatly to fit around wiring and WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH � wiring plumbing in exterior walls.There shall be no voids or REQUIREMENTS 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F zo9o. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily confonusto available space shall NUMBER OF BEDROOMS ENERGY COMPLIANCE STATEMENT: [--I a extend behind piping and wiring. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE FLOOR AREA o - 1 2-3 4-5 6-7 >7 JUDGEMENT THESE PLANS AND OR SPECIFICATIONS ARE IN OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 Q; 0 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior wallsadjacent to showers and tubs shall be ° exterior wall shoNNers and tubs shall separa YSECC Z te them from the showers and insulated. (square feet) COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N. . . . . . tubs. Airflow in CFM N1101.14 (R401.3) Certificate (Mandatory) H H ° 1-i ~ 3 Electrical/plione The air barrier shall be installed behind electrical or < 1,500 30 45 60 75 90 cr� box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall W 1 ° 1,501 - 3,000 45 60 75 90 105 in the space where the furnace is located, a utility room or an approved location inside the building. HVAC register HVAC register l be scaled that the subfloor othenmal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit x E N boots envelope shall be sealed to the subfloor or drywall. 3,001 -4,500 60 75 90 105 120 - mLl land sc.d directory label, service disconnect label or other required labels. The certificate shall indicate the ® J o `� nnrgh op-nun"; C Concealed When required to be sealed,concealed fire sprinklers shall j predominant R-values of insulation installed in or on ceilings roofs walls foundation components � ef)At? 4 "' ✓J sprinklers only be sealed in a manner that is recommended by the 4,501 - 6,000 75 90 105 120 135 �� '( J manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC of fenestration, the Q� II �� ► ' ` ' walls or ceilings. 6,001 - 7,500 90 105 120 135 150 ) on, an e results [Z 1 g from any required duct system and building envelope air leakage testing performed on the building. i > 7 500 105 120 135 150 165 Where there is more than one value for each component, the certificate shall indicate the value i. $ 4' At IC insulation contact. - -- _ p � . covering the largest area. The certificate shall indicate the types and efficiencies of heating a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. Far sl: , square foot=o.o9z9 Inz, c�,bic foot per minute=0.0004719 ms/s. i cooling and service water heating equipment. Where a gas-fired unvented room heater, a �� 6 � 110 R!gid i isulatn'n We,ilher•sl r,dog)r electric furnace, or baseboard electric heater is installed in the residence, the certificate shall UrCommcncic d1 ohwcinry such t ._••,,,, 'i'1° rtt''" R-' 'I'r`It'Ir' Wall Access panel indicate "gas-fired unvented room heater," "electric furnace" "baseboard baseboard electric heater,„ Weatherstripping and insulation as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, Detail electric furnaces and electric baseboard heaters. 0 R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO PLUMBING NOTE: BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A ALL PLUMBING SYSTEMS SHALL BE '/-INCH GYPSUM WALLBOARD MEMBRANE, INSTALLED IN ACCORDANCE WITH %-INCH WOOD STRUCTURAL PANEL MEMBRANE, PART VII-PLUMBING OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS,VENTS, ELECTRICAL OUTLETS, ELECTRICAL NOTE: LIGHTING, DEVICES,LUMINAIRES,WIRES,SPEAKERS, DRAINAGE, ALL ELECTRICAL EQUIPMENT Q PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. AND WIRING SHALL BE INSTALLED J IN ACCORDANCE WITH PART VIII-ELECTRRCAL O EXCEPTIONS: OF THE NYS CODE. A MINIMUM OF 75%PF PERMANENTLY INSTALLED FIXTURES T 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN MUST HAVE HIGH-EFFICACY LAMPS. ..L� AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. MECHANICAL NOTE: 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED THE MECHANICAL SYSTEMS SHALL O FOR STORAGE OR FUEL-FIRED APPLIANCES. BE INSTALLED IN ACCORDANCE WITH PART V&VI OF THE RC OF NYS. co 3. PORTIONS OF FLOOR ASSEMBLIES ALL MECHANICAL SIZING PER ACCA SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: MANUAL"S"BASED ON LOADS 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED CALCULATED PER ACCA MANUAL"J" O 80 SQUARE FEET PER STORY DUCT COMPLIANCE WITH MANUAL"D" 3.2. FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG R303.4 MECHANICAL VENTILATION. z THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. DWELLING UNIT SHALL BE PROVIDED W WITH WHOLE HOUSE MECHANICAL U 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE VENTILATION IN ACCORDANCE WITH > O LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, SECTION M1507.3 OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. U,J 'C^) vJ W 65'-0" > z 40'-011 25'-011 0 z C 17'-011 v) O O C o SIMPSON DTT2Z O '^ OUTSIDE BASEMENT ENTRANCE W/(8) 1/4 x 1-1/2"SIDS SCREWS v, ,t ALLOWABLE LOAD PER TIE:1,825 LBS 0— F-- O 8"CONCRETE WALL ON MIN 16"X 8" NOT LESS THAN 2 LOCATIONS SP CED EQUALLY FOOTING WITH 4"CONCRETE LANDING& EACH END OF DECK O r 4"DRAIN TO DRYWELL,CONCRETE STAIR SEE DET 11 PG 2 MEETING R3117-STAIRWAYS. m HANDRAIL PER R311.7.8, 34"-38"ABOVE u_ v J co NOSING. 36"HIGH GUARD RAIL ON 2 x 6 DECK JOISTS @ 16"oc TOP OF CONCRETE WALL. 2-2 x 6 P.T.GIRDER N _ 12"Dia DECK FOOTING E._ SIMPSON DTT2Z W/(8) 1/4 x 1-1/2"SIDS SCREWS � SEE DETAIL ON DWG-2 0 o f0 N ALLOWABLE LOAD PER TIE: 1,825 LBS �,.• o y NOT LESS THAN 2 LOCATIONS SPACED EQUALLY -- '--}-------i--' ------- -- ------- ---�------ EACH END OF DECK i _ I'``t_ —_—___— 3'-6n w• 5 E L y o a SEE DET 11 PG 2 i U F.D. LIGHT 00 o��.°i� u o c M U c EXTERIOR -- - _=Y 33 ' � TYR DECK FOOTING ® ABOVE �—c rn o L Q o me o SEE DETAIL ON DWG-2 2X8 ECK LE " 0, , � I I i , , D DGER ',c,.o,m c a•� o `o _ DN 3" SEE DET. ON DWG 2 74'x V-4" �' ° ° `o n ° "° Jr == __�- _-'—_ ------- -- ----------- `--------------- ---------j ----------------------------------------- c a� a o a" a -- -- ----- _ _ In „ _ mE c60 o rn.� 3c3 3 0 -2Z o o 0 of 01 maL 1---------------------------------- Step Footing o L R - ------ -------------------- ---------------------- -1 38'-8" ---------------- - 1V to 2H max. y N a� N w y � . —N — ca — — — — — — W -do' Or provide full height a a r o•o @.E ' 0 foundation walls o ro I ` I O Uj—p I I �'�n-- m L— E m o m 1 - --�-- EnzW --------------------------- �'-N oL rn� U c CO O W= = _ ------------------- m w 0 Q y c m co a) o 1 r O U 1 (0 W - a� c a E E N•D N O U w-. Z w L o 7'O � L C IJi0 o (nip ----__ F- u m m a- F- m E a�o n WO F-O Of z W -- ----------------------------------`---------- Q �eJ fn OQF-W 0Z0 W o o w= UNFIN. BASEMENT J a I 2x8 DECK a p p=°�2 U _ 4" CAST-IN-PLACE CONCRETE In W 0¢O - { JOISTS @ 12" oc Y L �(n¢OW \ \ SLAB INSTALLED IN -Oj z¢z= F' U O O o_m o O O ACCORDANCE WITH +- O m W F- 00 e— I rn 1 , O P 1i,,L �— Ip4- I o w _O a>-('W Wr I LID SECTION R506 p U m w o CC) 1 CN C] LL >WLL w= W I 1 Nr? co V' W V1 fn o_O jL 1 Cn TYPICAL INT.FOOTING/COL W N O p --------- I N C, F- 1 p a ' 30"x 30"x 12"THICK O �r Q z 00 = co co(ifI Cr-a U F- I CAST-IN-PLACE CONCRETE M o O w ' O FOOTING&4"DIA STEEL N j z= - I I -- � O OLUMN of a U p i UNEXCAVATED N N TYPICAL GARAGE SLAB , 11 3 5'/z 4', CAST-IN-PLACE SLAB �`J_.--I -- -------' ----- --- WM 3-1/2",'x 11-7/8" LVL -- W/6X6 LAB X W"F TO _____; A—: ' ' c") ' 3-1>�2" x 11-7/8" LVL ' PITCH SLAB-1l4"FT TO e e O ---------------'--- _ �-- -- _ GARAGE DOORS--a==_,_-_________= -�__ __ -- ----- - - '-__�___7____--------,---o------------------ o0 0 ----------- ---- - - �---------------�- -,---C14I - 11 I I I -- -, I ------------ � BRACE WALLABOVE M --- `8,-0" ___ ___, CONNECTION DETAIL 121-011 �_____L--�~---� �--- ---, ' ' DET 20NDWG-2 61-91/2 61-811 61-811 811 1 TYPICAL 24'-411 I I Ilf-----_-� �� I I 31/2 I I 111 r N U 00 � I O � --- O N W rn 2x4 FRAME AROUND - to 0-10 U)Zw Z STAIRCASE FROM FLOOR I'' `r TO CEILING. TREATED SHOE_ --- --- cn O w=C6 1 1 W co X PLATE AND GYP.WALL BD _ ___ ___ � ' U) _p<U) m Q o' INSIDE FACE OF WALL MIN. ci ' p rn W o I-o W _1 --- --- -, — ¢-� 1 DROP TOP OF CONCRETE ATTACH RAILINGS. HANDRAILS O Orr U) J 34" 38"ABOVE NOSING. LO -- z Q z= AS REQUIRED FOR O �- o m W F- GARAGE DOOR,SEE PLAN d > Q UNDER STAIR PROTECTION: N O v w O FOR GARAGE DOOR SIZE W W U R302.7 1.2"GYP BD SHALL .O �" ' LL U)¢w -- BE APPLIED TO UNDER '- .' o r°7 MAINTAIN REQUIRED SEPARATION DIRECT VENT O UP I � aOWx ---- ---------------------------------------------------- ------------ 1 STAIR SURFACES. O W DISTANCE FROM ALL HEAT HVAC UNLIT 4= ' O W N O p PRODUCING EQUIPMENT TO ��m z COMBUSTIBLE MATERIAL AS PER DIRECT VENT FURNACE N O On W w`�_ - MANUFACTURER'S SPECIFICATIONS O ■ INSTALL IN COMPLIANCE O N C b z w I co 1 N>�,� , _ Step Footing M� AND LATEST MECHANICAL CODE. W/RESIDENTIAL,ENERGY &MECHANICAL CODE it EL v O �' IV to 2H max. "'� v I I , 1 ----------------------------------------------------- ---------- ----— ---------- Nt Or provide full height ------------------------------- foundation walls --- --------------------------------- --------------------------- O 2X8 DECK LEDGER SEE DET. ON DWG 2 1 SIMPSON DTT2Z W/(8) 1/4 x 1-1/2"SIDS SCREWS I U T I ALLOWABLE LOAD PER TIE: 1,825 LBS W 40'-41/2" NOT LESS THAN 4 LOCATIONS SPACED EQUALLY I I o � AND TWO WITHIN 24"OF EACH END OF DECK - O SEE DET 11 PG 2 I X f" 1 ---- N fly rTl -----) 2-2x10 P.T.GIRDER i-----i ----- — D—� _ �I _I�y J — _ — - — _ — _ _ _ 1 O — — — — — — — — — —�—i—I— — — — — — .._ — I— r,i I_ — — — — — — — — J ��1 J — — — — — — — — J_ L I s.,., rl (ct M V 4'-4'/2' 16'-3" 4'-4'/z11 � � M o TYPICAL FOUNDATION - ( 9'-0" WALLS ) W IN ACCORDANCE WITH CHAPTER 4 TYR DECK FOOTING U OC 8" CAST-IN-PLACE WALL WITH SEE DETAIL ON DWG-2 ® � .a I HORIZONTAL REBAR: PER TABLE R404.1.2(1) 40'-0" 25'-0" oct Greater than 8 foot Wall Height: One #4 bar within 12 inches of the top of wall and One #4 bar near A TYPICALANCHOR BOLT -R403.1.6 �U / the third points In the wall story. MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH ED Aacy, 4 NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST VERTICAL REBAR: PER TABLE R404.1.2(8) ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. #5 @ 41 inches on center. ** 1. Walls 24 inches total length or shorter connecting offset braced wall ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING 9'-0" FOUNDATION WALL HEIGHT panels shall be anchored to the foundation with not fewer than one anchor bolt ? located in the center third of the plate section and shall be attached to adjacent w/ 3 - #4 REBARS CONT. braced wall panels at comers as shown in Item 9 of Table R602.3(1), T Nt'ia 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE FOUNDATION PLAN 2. Connection of walls 12 inches total length or shorter connecting SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND �� offset braced wall panels to the foundation without anchor bolts shall be permitted. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP SCALE: 1 /4" = 1 -0 The wall shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). FOOTINGS 1V TO 2H . v w .- NOTE:GLAZING HAZARDOUS LOCATION: R308.4 CODE COMPLIANCE STATEMENTS: o INCLUDING BUT LIMITED TO THE FOLLOWING: >% rn SAFETY GLAZING(TEMP GLASS)IS REQUIRED 1. The windows selected for this project shall meet AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE the egress requirements of R310. BOTTOM EDGE OF THE GLAZING IS LESS 2. All windows shall meet Section R308 Glazing and THAN 60 INCHES ABOVE A STANDING 0 SURFACE AND DRAIN INLET, R308.4 Hazardous locations. CL N WET SURFACES:R308.4.5 3. Windows were required shall meet the Window Fall w a) GLAZING IN WALLS,ENCLOSURES CONTAINING protection requirement R312.2. to WHIRLPOOL,BATH TUBS,SHOWERS, 4. Bathroom windows shall meet the hazardous SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM _I O EDGE OF THE GLASS IS LESS THAN 60" glazing requirements as per R308.4 MEASURED VERTICALLY ABOVE ANY STANDING OR 5. Stairs, landings, railings & guards shall comply WALKING SURFACE SHALL BE CLASSIFIED AS with R311 & R312 000 co 0 co PER TABLE R308.3.1(1)AND R308.3.1(2) 6. Outside lighting shall comply with RE 3803.3 EXCEPTION:GLAZING THAT IS MORE THEN 60" 7. Stairway illumination shall comply with R303.67 m MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, and R303.8 f- O 3 N FROM THE WATERS EDGE 8. Fireblocking shall comply with R302.11 thru R302.11.2 Z 0 , SAFETY GLAZING IS REQUIRED ADJACENT TO 9. Draftstopping shall conform to R302.12 thru R302.12.1 W U_ STAIRWAYS,LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF WALKING SURFACE 10. Flame spread and smoke-developed index for walls O�/ OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM and ceilings shall compy with R302.9 thru R302.9.4 TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN O Z EXPOSED SURFACE OF GLASS IS LESS THAN 11. Flame spread and smoke-developed index for W 60 INCHES ABOVE THE NOSE OF THE TREAD insulation shall compy with R302.10 thru R302.10.5 (� OR WALKING SURFACE. 11. Recessed lighting fixtures rated for Z U) O membrane penetration shall meet ASTM Ell W < [-- and Fire Stopping as per ASTM E814 or UL 1479 W O 12. Exterior Decks shall comply with R507. V_ Q i 12'-0" 65'-0" z Ln 5'-011 6'-4" 8'-911 19'-11" 25'-0" oZ W Q (0WOo ff = E M Lo O 0) ------------------ O 1-- d 4X4 O LO 0 0 � ap � 6 PAD ^ r r^ qt � PAD D F.D. 1_t_ vJ TW30410-2 T 3041 T 30 10 N N = w- C f0 cn ________ 3-1/2"x 9-1/2"LVL 3-1/2"x 9-1/2"LVL 3-112"x 9-1/2"LVL - o.o N -------- O 5 w E L w a - �.� c n �° uciy � m j o = u <D - -------- �- mmco � o `oNC, C? o a o.a an 0�- N uY m ' (D C ` N j,p � d Y� O M �TJI 230 9.5" Floor Joists C� 16"cc KITCHEN w ° 3 L o= 3 c 3. 3. u (.0 fA u O N , - w + (0 Z UO d O C nw N at-+ m U N CV O c rnrn. - y�� vi X �' ? 1 1 R-21BATT LL �c °s N- o83gE N GREAT ROOM o _ ` -1 o - INSULATION 5 a a ° g E t° c� > 1 „ CV H Z. O w (2 1 34 14 L m in c7 N ti w� u 2 LnV o L)m � �U rn r= m U-J M aW �� ZE� Q1-0c ¢ tr cu l l g o f_____i Cl) 0 rn O' m a o c w N - - - - - - - - - - - -� ----- , „ > a c nEm d� m o u 4X4 POST 3-1-3/4"x 9-114"LVL FLUSH 3-0 F- z H u y m o- Ft- m E n S o n 0D TO RIDGE �, s O o ¢ 0 a BEARING WALLABOVE �, c w CDbo R302.5.1 OPENING o 3 PROTECTION. r p ¢�w INSULATED SOLID O CORE STEEL DOOR, m U- W - 20-MINUTE F.R. E z D o 21-z, 4-3/zn = , u , ,16-1 3-5/zn O SELF TCLOSING HER IDEVICE, o X¢+ , TJI 230-9.5 -Floor Joists Oa 16' cc ` - 6X6 POST 2 2x12 (2)1-3/4"x 9-1/2"L L FLUSH cV u g z w 0 Z _ _ o r =ern o M _41/„__ 4,_1„ T z �¢� Cl) 14'-7" 2 _ 3,/„ o FAN ¢1 M w w? N N Pre-Fab/ Factory Built Fireplaces -_---___ N ® R-21 BATT co U)2 00 \ INSULATION M W Cn J Q In accordance with chapter ____ cr 10, factory-built fireplace inserts shall z-o be UL listed and labeled and shall be 3-1-3/4"x 9-1/4"LVL FLUSH Z________ 2'-8'/z" '-0' 3'-8'/z" 24'-6'/z" 1 installed in accordance with the - - - - - - - - conditions of the listing. Factory-Built GARAGE 5/z fireplaces shall be tested in accordance ° ° UL LISTED GAS __ DWELLING GARAGE SEPARATION IN with UL 127. Hearths shall be installed in PRE FAB FIREPLACE _ ' ° o GLASS DOORS& o ¢ = r, ; ACCORDANCE WITH accordance with the listing of the HEARTH EXTENSION r ° ______ i SEETABLE R302.6 DWG 1 PORTABLE Fireplace & in accordance with NYS code AS PER RESIDENTAIL o O 1 p CODE-CHAPTER 10 _>J LO INSULATE WALLS for Hearths & Hearth extension. ->' S `n COMMON WITH LIVING VENT TO EXTERIOR N in J CV ,o FAMILY AREA. PROVIDE:HEAT ILLI All Fireplace shall be equipped with an _________ o ROOM DETECTOR PER R314.2.1 exterior air supply. Exterior air ducts - o UP 15R N � q ; 'N shall be UL listed. Factory Built Chimneys X M 10 o (3)1 3/4"x 14"LVLLn z shall be in accordance with chapter N N - N 0 Q C? v 192X96 8 PANEL 10 Section R1005 Factory Built Chimneys. V ! 3 _ N CD J c) 15'-0" Q W U 2-2x8 2-2x8 1 2-2x8 2-2x8 U) 3-2x10 L 1J : 5�/„ GUARD RAIL NOTE: - ----- z u uI VV3Ubl UEGRESS V1 Porches,balconies or raised floor surfaces located more than 30 inches above the floor or grade below shall H have a railing not less than 36 inches o eeVERED ory in height. Railings shall have Top rails and iQ w 'o w Balusters and Bottom rails that are LL NO MORE THAN 4 INCHES APART, -' EXCEPT:the traingular openings formed x by the riser,tread and bottom rail of the Guard rail at the open side of a stairway 6X6 POST are premitted to be of such a size that a 6 inch sphere cannot pass through. ----------- ----------- Open sides of stairs with a total rise of E'-� a more than 30 inches above the floor or 4'-0" 4'-0" grade below shall have guards not less r-, than 34 inches in height measured O vertically from the nosing of the treads. 5-4++ 7-2" 7-6++ 7-6++ 7-2„ 5-4+, 4-6„ 16-0++ 4-6„ v c� o O � STAIR HANDRAIL NOTE: o-o z5-o ae > kn Provide Handrail on at least one side WINDOWS EXTERIOR FRENCH & SLIDING DRS A ��yqq T3 ' O of each continuous run of treads or flight Smoke Detector MCI bn O 00 S^ Plans indicates ANDERSEN series 400 Tilit Wash OS 4 r- N .0 with FOUR OR MORE RISERS, v Handrail Height measured above Model Numbers and shall be In accordance with R609 Carbon Monoxide Detector 9' - PLATE HEIGHT O 0 3, stair tread nosing,shall not be less than To be designed & installed as per manufacturers CO Refer to DWG-1 General Notes �r 34 inches and not more than 38 inches. specification for 140 ultimate design wind speed 1ST FLOOR PLAN p�ED Ap All Handrails shall be continuous the full In accordance with Section 915 of the GUARDS R312.1 G'hr length of the stair from a point direct) and Table 301.2(2) 301.2(3) above the top riser of a flight to a point Provide HP LOW-E4 glass; U = .30, SHGC= .30 2020 IFC, R314, R315 of the Residential t I1 �� S H/G � U code of NYS I GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF �i directly above the lowest riser of the flight. EGRESS: shall meet R 310 SCALE: 1/4" = 1 �O OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, Handrails adjacent to a wall shall have a WINDOW FALL PROTECTION: shall meet R312.2 [NY]915.3.3 Residential Buildings and Commercial Buildings RAMPS AND LANDINGS,THAT ARE LOCATED MORE space of not be less than 1-1/2 inches Substitutions made upon meeting Code. With an Attached Motor Vehicle Related Occupancy THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR it # between the wall and the handrail. AREA SCHEDULE OR GRADE BELOW ATANY POINT WITHIN 36 INCHES see code for exceptions. Refer to See page one, general notes for additional .. HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. , Carbon monoxide detection shall be installed in a central or otherwise approved y Code for grip size specifications. code requirements. location in each occupiable space in a commercial building and within 10 feet of NAME AREA INSECT SCREENING SHALL NOT BE t 6 / the entrance to sleeping areas and sleeping units in residential buildings CONSIDERED AS A GUARD. °� ` 0119o"D �QQ' FIRST FLOOR AREA 1280.0 sq ft. F N- and commercial buildings that: � � HANDRAILS R311.7.8 GARAGE AREA 600.0 sq ft. �' --• - 1. Have a communicating opening with an attached motor vehicle related occupancy, 9 2. Share one or more common walls with an attached motor vehicle related occupancy,or HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE 01 3. Are located one story above or below a motor vehicle related occupancy. SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. r - 0 rn 3 a� c 0 0- Cn m 2 E M c -cc m O m � 8) 0 = to a� 00 C/) °O c m D m rn 0 Z J) W LL F0 W 0 Z U1= � `ZQO pW o 40'-0" 8'-0" 9'-0" 8'-0" UJ Q S' Z Z QWpo _ TEMP v! M O O ) SAFTEY GLASS O V 0*)TW30410-2 EGRESS TW30410-2 EGRESS , E -- --- O LO ° 0 " 2-2x10 2-2x10 LO � o � 6'-0" 11'-0" 2'-0" 10'-0" Lo ��/� /LX�V Lo CDO ` 1/2" 3'/Z' 3'/2" - 3'2' O � � � .F� 00 00 F;OOF �L 4" VTR VENTS: Bedroom #3 `� o N 8'-0"CLG HT u co M 2X4 PLATE ON SUBFLOOR m P3103.1 ROOF EXTENSION o r2;. Bedroom #4 "' c OPEN VENT PIPES SHALL Cn WALK-IN in @Itt E•° 8'-0"CLG HT c f0 y ++ EXTEND MINIMUM 6"ABOVE g M CLOSET o ° O 6-- TW210310-2 w ° E 2 -; 2" THE ROOF OR 6"ABOVE THE o cfl �O o co _ o rn u o �' rFL AT ANTICIPATED SNOW ACCUMULATION. w> IN ° w "w � R2IBAIT +I � um`o cLic �� o++ ' LL C9of N INSULATION 2-2x10 r; ° a �3„ :3 P3103.2 FROST CLOSURE: Q a N55) -. ', -, WHERE THE 97.5%VALUE FOR ¢ g 4'-0"KNEE WALL ° u°"OUT-SIDE DESIGN TEMP IS 0 DEG F o w o ° oo1 1/2 ,1 1/2 , 1 1/2 +1 1/2 1 1/2 , 1 1/2 + ' 2 OR LESS.VENT EXTENSION THROUGH X v 4'-0"KNEE WALL oy: WASHERA ROOF OR WALL SHALL NOT BE LESS N LIN o L h.a L FAN o N °o x M a U Y a�� 00THAN 3"IN DIAMETER. ANY INCREASE ® O 1 CL of o U o m 3 a'c °3 a 2,+ 2++ IN SIZE OF THE VENT SHALL BE MADE S R 15 BATT w a `O o o h u ° °c o L oLa w2-6 1 -6 �, w , — :.1mNOT LESS THAN 1 FOOT INSIDE THE 2'-4" 2'-4" ri `° O0 L N 2 oE 2 Floor _ 3" ; Drain THERMAL ENVELOPE OF THE BUILDING. w 1 INSULATION ¢ �� , S " o c \ o w Ua ++ 3++ 2++ w / - HALL O� x COLu m o c' o m °c m N•� E U) o ° c L o u p Cn GO U O U N � co I CO Fw- N Cn w �H .N N U E ?c(� 2 3++ 2 \ / 8'-0"CLG HT co + ILL " �'•.,� 3,+ M — — — — — S f N nP--- 2-6 S O � I — - - 2 2X10 - - — Z J L o » � L °c m a u= m O U O L ` G 1, ull ,1 O '� � C9 F- u +nma• F- mE c- oc- Ipown M — z� — — — — — — — — — — — " �U w.- --------- Stair 0 r, � - - - 3� ; a F.D. e N O co x x N o _ — - - 2x12 RIDGE_ , _ - i — - CV — N 4 (2)1-3A"x11-7/8"LVL Structural Ridge I cv`� CN o N - � - - -I - --- - to + n - - - - - - - - - - "I :1 1/2" 3++ 1 1/2"; 1 1/2" ; 1 1/2++ c� I � it 5'- ' 2-4 o o N DW _-------- + 1 , , � FAN � M o m ° co + " - — — — — — — — — — — — — — 2n I -------- -- -- 8-0 -cV - - - - - - - - - - Zp - - - - ' m-------- RECREATION C +1 1 ST FL. E:pc =----_ S Cn ;w00 +� 2" ( -N �� --------- NEACRDANCE WITH o u 1 C'LOTHES DRYER -0 ROOM UJ s J = 10'0"CLG HT 4" FAI 3 --- ----- CHAPTER -CLOTHES �c z g rn w DYERS EXHAUST. " to N 1 ++ J 3++ CD 0 0- --------- � 24 6/2 a -o -� PROVIDE WATE -PROOF R X \ '5'/z" To a New Suffolk County N I � z I -----__-- PAN WITH CUR DRAIN WALK-IN Approved Sanitary System 4,. co PLUMBING RISER DIAGRAM I Wo --------- \ �, ow _ CLOSET _ x`� M U U oc --------- .co" w \ R•15 BATT 4'-0"KNEE WALL Not to Scale N N +�� _________ w dr IQ z g N N _ _ INSULATION N 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 w Op Co U OU C� I +� r~ 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS �x ' a o xN MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 � ,N o Bedroom #1 / 2'-1" N 13'-4'/2' ° ° " M 2X4 PLATE ON SUBFLOOR co 10'0" TRAY CLG / I 2 RAFTE S 16"oc le-- - _ _ _ _ _ _ _ ,_ _ � - Bedroom #2 p o F AM OVER GABLE 81_0"CLG HT 1 _ - ° I 2x4 LLAR TI S @ 48"oc FA , 0 @ o Lu � ct _ H 5%z" 2-2x8 \ 2-2x8 Z " (3)1-3A"x11-7/8"LVL FLUSH Z � I --- - - - - - - - - - - - Nt N cn r - - -- o Q o � _ _ _ — _TW3042 2-2xs 2-2xs 2 2xs — T_W3042— — — — N W N TEMP C' U) Lt I SAFTEY GLASS } J Q W Q _ _ _TW3— — — — — — T — ECREss — — —TW3046 _ — — -J cU 9'-0"PLATE HT 5'-4" 3'-8" 3'-6" 7'-6" 7'-6" 3'-6" 3'-8" 5'-4" 22'-0" 9'-0" ~ 40'-0" 25'-0" Fed [NY]915.3.3 Residential Buildings and Commercial Buildings With an Attached Motor Vehicle Related Occupancy N GUARD RAIL NOTE: STAIR HANDRAIL NOTE: Carbon monoxide detection shall be installed in a central or otherwise approved F--i location in each occupiable space in a commercial building and within 10 feet of Porches, balconies or raised floor Provide Handrail on at least one side A the entrance to sleeping areas and sleeping units in residential buildings surfaces located more than 30 inches 4 and commercial buildings that: rT� rA of each continuous run of treads or flight 9 FI-i'^I � O above the floor or grade below shall with FOUR OR MORE RISERS, U Z U have a railing not less than 36 inches 2 N D FLOOR PLAN 1. Have a communicating opening with an attached motor vehicle related occupancy, ^' Handrail Height measured above in height. Railings shall have Top rails and stair tread nosing,shall not be less than R312.2 WINDOW FALL PROTECTION NOTE: 2. Share one or more common walls with an attached motor vehicle related occupancy,or I� •--� ct Balusters and Bottom rails that are 34 inches and not more than 38 Inches. I I I by the riser,tread and bottom rail of the 3. Are located one story above or below a motor vehicle related occupancy. NO MORE THAN 4 INCHES APART. All Handrails shall be continuous the full �C � 1�1.� , �O M EXCEPT:the traingular openings formed TOP OF THE WINDOW SILL SHALL BE A MINIMUM OF 24"AB length of the stair from a point directly M above the top riser of a flight to a point ABOVE THE FINISHED h+�d Guard rail at the open side of a stairway directly above the lowest riser of the flight. FLOOR AND GREATER THAN 72"ABOVE THE AREA SCHEDULE o are premitted to be of such a size that a Handrails adjacent to a wall shall have a FINISHED GRADE OR OTHER SURFACES — WINDOWS EXTERIOR FRENCH & SLIDING DRS ® 6 inch sphere cannot pass through. NAME AREA space of not be less than 1-112 inches BELOW ON THE EXTERIOR SIDE OF THE Plans indicates ANDERSEN series 400 Tilit Wash � � between the wall and the handrail. "� Open sides of stairs with a total rise of BUILDING. SHALL COMPLY AS FOLLOWS: Model Numbers and shall be In accordance with R609 BRED ARC more than 30 inches above the floor or see IRC code for exceptions.Refer to SECOND FLOOR AREA 1695.5 sq ft. O IRC Code for grip size specifications. To be designed & installed as per manufacturers yj U than 34 rade Inches nll have heightme guards u ed less p g p �jT J H/G,C �� R312.2.2 WINDOW OPENING CONTROL DEVICES: specification for 140 ultimate design wind speed vertically from the nosing of the treads. WINDOW OPENING CONTROL DEVICE SHALL and Table 301.2(2), 301.2(3) Q��b �� ► COMPLY WITH ASTM F 2000. THE OPENING Provide HP LOW-E4 glass; U = .30, SHGC = .30 DEVICE AFTER OPERATION TO RELEASE THE EGRESS: shall meet R 310 DEVICE SHALL ALLOW THE WINDOW TO WINDOW FALL PROTECTION: shall meet R312.2 FULLY OPEN TO MEET THE CLEAR OPENING Substitutions made upon meeting Code. 1 '� AS REQUIRE TO MEET EGRESS R310.2.1 See page one, general notes for additional code requirements. y��N TOP OF ROOF - — - — - _ CONT. RIDGE VENT 0 / c 12 12 o / 8 � � 8 � cCCu ♦ ` 0 C (30 41 a) F- 00 �``O ' a) D L ToLoof Plat m a 1 / -- - - - - Z co o � O � ' w 111t � U _ z CO 0 E- 12 p w p �- ,� To�ofSub oor - - - _ 6 _ — U) r- 10 oofPlat - - - - �� w Q Z r— M w 0 Uw0o 00 = T— � -,-a E � � O U") O o co — - � 000 X I C CD It Top of Sub oor - - - _ y y = ,o To�of Fou dation E ....,.,..7...._y... I - .-.,,wuv...�.....�..�..,. ...-....,.....,- �... ...,. ., .... -t:. ,::;..,.:.,.,...:,.«...ew.,,,.�.:..:.�.w.......�.............,.,,.,-_ ......,..,., .,....,,,.. ...w...�..,. � ,._.�....i.y,.._.,......,....�.,..,.aa.m.,.,.. ««.w.:.«...«.:,»..,� _,�.�,......,..,;.....,.....,.�,.,..L.., w,:..:.�:w....«.....,..........,::......,w.,. ..,...,.m......0......... ...... dc CCJ-.C�.., � drn DO)wO a••° ri wN N N CD O ° _ - .. : . 0 E U Ny O E N w (o6 50'-0° I I I I I I I U C C N O I I I I I 40'-0" o 0 w y 0 0 I I a°iL o o ° aao c 3 I I I 'LcZ�°. ' °s 4LEFT ELEVATION ° =� o s 2SCALE: 1 /4" _ 1 _011 C 1.2 5 _E t I I I I I r•2 om4 = cE �tQo I I U `•y— ca00wCN-o ToLf.Fo—otn , - - - - co � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a — — — — — — — — — — — — — — — -- — I TOP OF ROOF ,' CONT. RIDGE VENT / ♦ / / 12 12 � ♦ 10 10 CONT. RIDGE VENT / " O -o aat ` / Top of Plate- o ♦ - - ---- w to ♦ M o N co 0 Q�RP " / ` U) / / " To of Subfloor - - _ _ o - . _ ♦ To�of Plate �of ubflo- — - _ — Z / El LIE] 11 M El El _ToLof SubfloorEIEJ Toe of Foundation - _ f--� ¢ �' '- ° El 11 LIE] El M O 36'-0° I I I I I I I I I I I O M I 20'-0" a/ FRONT ELEVATION I I I - - — — — — EDAR SCALE: 1 /4111= 1 '-0" I I _ _�_= l = = J- - - - - - - � �� jNI — - _r- - _ — � a� � �'� 77.1 TopofFootin� - - � Ir'� — — — — — CI — I ] � I_ _ C r — — — , 01 0AO y0�� F 0 , NE`� 10 CONT. RIDGE VENT ♦ TOP OF ROOF a L - - -- - - - ♦ ch / ♦ a ♦ _� E ♦ ASPHALT SHINGLES ♦ 0 c / ♦ OLo Cn L �\ / ♦ = 00 00 GUTTERS & LEADERS AS REQUIRED ♦ �; a, TYPICAL E— N 3 � Top of PIA, WLL o O / / 1 Oz � T T o ♦ U I— � � ♦ WQ T F-- O T ♦ p W o / of Subfloor ♦ W Q TopofPlate ♦ r z LO ' ♦ ♦ 0W � o U � Woo r- � Oo = �_ EC-0 Lo p '-� 0 co T T T T a � � O a = 6 O b n 4- m00 oo_of Subfloor �' m C �.o T of Foundation o `° y ---LLLL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - LODw wE f0 onT - c t N N U C Of U C N N C O U O O � U �,.. ...s..;.....®........ �, ' -..�w...:..:.e..,.... ..._:�.`.....�_ .•__...._.._.._.:...:. _„.�_„..,,...e.�.,m.., »�,.._.... �..,....,.,,_:..,.:..,�.,..:.,.._..._......�....,, .. . .._:.�n.,..,.....�....�.:..::w,.i......W.� .,..... . .,y_.._.__.,,_ua. ..........,......:w ..,e..._._...... ...�.se.......�„ ................ .m.i...w.. �_.„._........�._.i.. v...._>.,..s. � ....,....a. ...N.a....a..,. ._:...__ .,.,....,_..,....,. �.,...,...ww �+...rW.:.............w.. .,.k�......._.. .....,,.... e.... �..a....,,1...,..e...� ..._ ..-,,. .w-__ .,......,.... ..,_. ,.,.._...._. ...m._� .........._._..._.v..�.,.�,.__�.—..,.. ......a_.._�..__.......__... ._.—.......�e.,w.... - .,.:,,...i.._«,»..—.,... . .......:......w....V............_....W ....,...... ...,�. U C -0 C c o Z L o o �m C m. 2 20'-0" a�ic o � �_� N- . m C .. U , D1 L S•�t 0 � I 36'-0" 1 M_ No Y m �' ai D` �a 61L N d I O O CI _ _ _ _ - _ - _ + _ _ — — I L J L J I REAR ELEVATION l °� ° a�mY 0 Z - - - -� - - I = - U CNN I SCALE: 1 /4" 1 ' 0„ l I I �L N 3 N m ` E2 � T f F smo czncE m Qm yo cn�ai = m o oL — — — — — — — — — — — — — — — — — — — — — — I_ — — — — — - - — — — - - - - - - I - - — - — - — - - I - — - — - U U) M C .-o aooti — — — — — — — — — — — — — — T — — — — — — — — — — — R303.8 Exterior Stairway Illumination Exterior stairways shall be provided with artificial light source located at the top landing of a stairway. Exterior stairways TOP OF ROOF providing access to a basement from the outdoor grade _ . — . — - — - — . — - _ CONT. RIDGE VENT level shall be provided with an artificial light source located at the bottom of the stairway. / 12 12 8 � � 8 / o gpoofPlate_ - - - _ 12 12 ` ♦ O PG / 12- 12 ♦ o p Q ♦ " W di C3 > > Q c Q 12 ♦ U� / 4 / Top of Subfloor_ / To�of Plate LIB-+ CZ Tor) of Subfloor - - _ M To of Foundation - _ U °O w O M 40'-0" I I I I ( 50'-0" O I I - - - I - - - - - - - - - - - - - - - - - - - - - - - - I - - - � LJ _I RIGHT ELEVATION C To of Footin — I �� — goy o - �- - - - - - SCALE: 1 /4 — 1 -0�� : a. �y 0r- E R905.1.2 ICE BARRIERS; CONTINUOUS RIDGE VENT SELF-ADHERED POLYMER MODIFIED R802.3.2 COLLAR TIES BITUMEN SHEET USED IN PLACE OF RIDGE BOARD SHALL BE NAILED with 4-10d NORMAL UNDERLAYMENTAND BOX NAILS IN ACCORDANCE EXTEND FROM THE LOWEST EDGES OF WITH FASTENING SCHEDULE ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE RAFTER/CEILING JOIST HEEL EXTERIOR WALL LINE OF THE BUILDING. JOINT CONNECTIONsHALL BE NAILED ON ROOFS WITH SLOPE EQUAL OR GREATER 12 2x4 CT @ 48" oc 12 TOGETHER IN ACCORDANCE THAN 8/12, THE ICE BARRIER SHALLALSO BE WITH TABLE R802.5.2 J APPLIED NOT LESS THAN 36" MEASURED ALONG 8 a 8 (SEE DWG-1 FOR TABLE) THE ROOF SLOPE FROM THE EAVE EDGE OF THE WITH SIMPSON H2AAT EACH BUILDING RAFTER TO STUD. R806.3 3LL.• MIN. 1"AIR GAP W W UNINHABITABLE ATTIC BETWN INSULATION WITH LIMITED STORAGE R-30 GATT AND SHEATHING INSULATION W 0 Tod of Plate_ _ _ _ _ _ Q z R802.5.2.1 LAPPED JOIST vJ J vJ LAPPED NOT LESS THAN 3'. W W -r W SHALL BE NAILED 16d \ C COMMON NAILS IN ACCORDANCE / �-! WITH TABLE R802.5.2 ON DWG 1 Q O Cr W 00 W BEDROOM #2 WALK-IN BATHROOM W C � CLOSET 1�kR-21 BATT �10 W INSULATION 0— N Z J R-21 GATT O Top Of Subfloor � — � INSULATION � O _ op of Plate J O Q R-21 BATT W INSULATION E•° ® 13 C N O m 6 Dl O Q] m lb `p iZ N FAMILY YC mE KITCHEN BATHROOM ROOM sz.z N � N U to O7 d'8 2 p G U 2 C C a% f .2 OO C O,O p O N O p O O O N O U Y O M °7L�jO3 2cc� 3 ° 3 N g p c 24 ROOF PLAN Top of Subfloor OLD Q, 0 I�J _ _ _ T i (6 N.`._ C 2 N N.�. O E SCALE: 3/16" = 1'-0„ — - — - �, 0 2 �_ Top of foundation _ _ L) -o L o oco 2 2 � °6 R-30 BAT nS Z c Q m °�' 2: VL Girder INSULATION b 8 � F-m E S`o CL 302,13 FIRE PROTECTION OF FLOORS: o J PROVIDE 1/2"GYPSUM BOARD ON ENTIRE , a, o CEILINGABOVE BASEMENT ATTACHED , CONTINUOUS RIDGE VENT TO THE UNDERSIDE OF THE JOISTS. •� C p STRUCTURAL RIDGE BEAM UNFINISHED TYP.STRAPPING PER DETAIL ON DWG 2 BASEMENT ADD SIMPSON LSSU HANGER ° @ STRUCTURAL RIDGE BEAM R802.3.2 COLLAR TIES �� a: TYPICAL EACH SIDE OF THE RIDGE SHALL BE NAILED with 4-10d °° TYP. BASEMENT SLAB °� BEAM AT EACH JOIST. BCX NAILS IN ACCORDANCE _Top of Footin WITH FASTENING SCHEDULE (R4 )EAVE BAFFLE FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, SECTION - A A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS. BAFFLES SHALL MAINTAIN AN OPENING EQUAL SCALE: OR GREATER THAN THE SIZE OF THE VENT. TYPICAL 4" = V—O" THE BAFFLE SHALL EXTEND OVER THE TOP ROOF OF THE ATTIC INSULATION. CONST. R-30C BATT TYPICAL ROOF CONSTRUCTION INSULATION RAFTER/CEILING JOIST HEEL Class AAsphalt Roof Shingles w/ TYPICAL FLOOR CONSTRUCTION JOINT CONNECTION fasteners per manufacturer's specification 3/4" Plywood Span Rated Subfloor, °T110 0 R-30C BATT SHALL BE NAILED LLI J INSULATION � TOGETHER IN ACCORDANCE and 2020 NYS RESI CODE. Glued and Nailed in N ~O RECREATION ¢ WITH TABLE R802.5.2 Ice & Water barrier as per section R905.1.2 accordance with the fastener schedule. z (SEE DWG-1 FOR TABLE) (Note: Double underlayment is required Floor joists and Bridging as per Code. } cn w ROOM w WITH SIMPSON H2AAT EACH z TYPICAL z RAFTER TO STUD. for Roof slopes between 2 on 12 and 4 on 12) Q Q Top of_Subfloor MAIN HOUSE Y Y Framing As per plans with 1/2 exterior grade TYPICAL FOUNDATION CONSTRUCTION Li_i - FLOOR coNST INSULATION SCHEDULE �� Q w TO Of SUbfI00r _ N— � 9 shall comply with 2020 NYS ECCC W � p - TYPICAL span rated structural plywood Sheathing, in accordance with chapter 4 z > v & Res-check I _FASCIA Nail to framing in accordance Fastener 3000 psi Air Entrained cast-in-place concrete 0 Top of Plate _ UU 1 � I/UU�U U U U UUUUUUU �1VUUU vv�� TeP EXT. THERMAL ENVELOPE SPECIFCATIONS Schedules & Strapping per detail sheet(s). wall on cast-in-place Concrete Wall Footing per 5/8"FIRE RATED GYP BD WALL FLAT CEILING INSULATION: R-30 batt in ceiling joists Flashing per R905.2.8 R403. refer to Foundation Plan for footing size & R-38 BATT ON GARAGE CEILING ® CONST. VAULTED CEILING INSULATION: R-21 batt in 2x8 rafters thickness. INSULATION ABOVE GRADE EXTERIOR WALL: R-21 batt in 2x6 wood studs TYPICAL SOFFIT CONSTRUCTION. Damproofing per R406. 2- 2x6 approved , GARAGE R302.5.1 OPENING PROTECTION. WALLS COMMON WITH GARAGE : R-21 batt in 2x6 wood studs treated Sill Plates, Sill Seal And Termite shield per ~ R-21 BATT DWELLING GARAGE INSULATED SOLID CORE STEEL 8 overhangs-typical INSULATION DOOR,TE MINUTE FIRE RATED. 2ND FLOOR RIM JOIST: R-21 SEPARATION IN 1ST FLOOR BAND JOIST. R-30 6" Wood fascia & 6" Wood rake boards. Section R318. Anchor bolts per Foundation Plan ti ti ACCORDANCE WITH WEATHER STRIPPED B0 Z0 TABLE R302.6 W/SELF CLOSING DEVICE. ATTIC WALLS: R-13 batt in 2x4 wood studs Trim in aluminum or use "azek" or equal and R403.1.6 WINDOWS/SKYLIGHTS: U: s 0.30, SHGC: s 0.30 Metal drip edge per R905.2.8.5 PROVIDE:HEAT FOUNDATION WALLS: Interior R-11 draped batt Fully Vented Vinyl Soffits INTERIOR WALL FINISH DETECTOR PER R314.2.1 ATTIC STAIR COVER/ACCESS HATCH: Cover: Z R-30 foam board or equivalent Provide 1/2" Gypsum Wall Board on ceilings and walls V1 TYPICAL EXTERIOR WALL except basement walls & clgs - unless noted. Min 1/2" Top of Foundation TYP.GARAGE SLAB _ OTHER SPECIFICATIONS 2x6 Doug-Fir Wood Studs @ 16" oc. Moisture Resistant Wall Board on Ceiling and all walls ' INFILTRATION (BLOWER DOOR):5 3 air changes per hour Double top Plate and Single Sole Plate. in Bathrooms (humid areas) and 5/8" cement board on d DUCT LEAKAGE: s 4% leakage for ducts outside of thermal envelope 1/2" exterior Grade - Span Rated walls and ceilings in wet areas. Provide 5/8' Fire Rated 0i o b�e LIGHTING: 100% high efficiency lighting (CFL's or LED's) Continuous Structural OSB Sheathing- gypsum wall Board on walls and ceiling located as per APPLIANCES:All appliances must be Energy Star certified Fastened n o aste ed per Fastener schedule. code, manufacturers requirements and drawings. �'' Q -� Bottom of *If part or the entire attic will be decked over with plywood, tyvec House Wrap or equal. ~ M v Footing the ceiling joists must be deep enough in order to fit the Vinyl Siding as per clients selection w ! M 36" below batt insulation so that it is not compressed. If not then installed per manuf specs and code. U °O SECTION - B Grade Minimum Clg Jsts will have to be built up or upgraded to the next size. N Cont, load path strapping installed in accordance F-LI R403.6 Mechanical ventilation shall be provided that with drawings. Provide Fire Blocking in accordance i 1 SCALE: 1 /4" = 1 i—On meets the requirements of section M1507 with R302.11 & R302.11.1 and I� Draftstopping per R302.12 & R302.12.1 ��RED ARCy v R403.7 Heating and cooling equipment shall be sized in accordance with ACCA manual J by a �� certified third party rater. fi �OF NE`Ny r 0 CatJTIt11yDUSL4''HE-.THED . LLJtJ_ N TI', T e_ BRACED WALL PANEL OQ. rn f PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B c� Q = to TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP C j. HOLD- f BRACING METHOD .J =Er DO':aJ CS WSP CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT) 24 24 32 32 25 26 26 32 32 O DE.`IC.E -EF.-.CED':.-LILP-JJEL�J WOOD STRUCTURAL PANEL E',_Cr E°L,:E_,'t>LL LI',E EtJD OF ER-.CED ti:4LL Ll J 1E DETAIL #1 ON DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 30" 2_27" 27" 27" 27" 0 r END CONDITION 1 END CONDITION 2 f - ' r �LO- 'I'I LIS- '"``` `� CS-P F CONTINUOUS SHEATHING TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 11 11 13.8 13.8 6 6.5 6.5 8 8 '..= -=___ .,-_L PORTAL FRAME DETAIL#3,DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c 0 3 � N f V! O c- 7, 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 j f GB GYPSUM BOARD W LL 2. ROOF EAVE TO RIDGE HEIGHTHJ - 1 1 1 1 1 1 1 1 1 O BRACE / REFER DTO DETAILS WALL ON DWG-2 3. WALL HEIGHT .95 .95 .95 .95 1 .95 .95 95 .95 0 z j F TEL FOR HOLDOWNS,STRAPPING, BRACED W .. WALL DIAGRAMS AND DWG-1 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 U -I,: !Jr=:Z-cE_ -LILuuE ILL F_r.EL FOR NAILING SCHEDULE, ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 5. ADDITIONAL HOLDOWNS END CONDITION 3 END CONDITION 4 SECTIONS OF WALL WITH NO VERTICAL W Q �-- c ',Tr, REQUIREMENTS OR HORIZONTAL OFFSETS, 6. GYPSUM BOARD OMITTED 0 W Return panel: 24" fc; braced wa" lines sheathed yr t'i 7. GYPSUM BOARD FASTENING !^ vxod structu-a! pane'S� 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH �- ` 32" far b-aced r+ia?! Imes sheathed vi'th 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 W z 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 n/ s,ructu,a`f berbca,d 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE L.L_ SHALL BE OFFSET NOT MORE THAN 4 FEET. RESULT REQUIRED BRACED WALL LENGTH (FT) 10.5 10.5 17 17 7.8 12.3 12.3 15.2 15.2 Z 1 f Distance D: 24" for b-aced 'wa'4 €Ines slieathed wth 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL W Q Y.,00d structure! panes THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS, TABLE R602.10.5 page 187 CONTRIBUTING LENGTH C - 2F2" far braced via" Ines shea"ied Va"th 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH rW�1 nW/ O 0 Struct4 Jra"f be�hoa�d END OF A BRACED WALL LINE PER PLAN BRACING LENGTH PROVIDED (FT) 18.5 21.16 21 23 8 16 16.10 16 16 v) LL c0 ='r� '• FI=ET==='E_ 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL -E`'`_ `_ PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE CO END CONDITION 5 Hold-down 800 Ibs capac ty fastened to, the edge of the R602.10.2.2 COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y E caner L5 device: braced wa" pane!Ocsest to the ner and O Lo 0 (0 to the foundat!on or fC=fram'ng bela',,v U cfl �I1 X ' 0- v J For Sh 1 Inch=25.4 mm, I foot=345 mm,11b=4.45N M FIGURE R602.10.7 a. Linear interpolation shall be permitted .+-+ OD o0 b.The total adjustment factor is the product of all applicable adjustment factors. END CONDITIONS FOR BRACED WALL LINES c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines y WITH CONTINUOUS SHEATHING provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. E o ° EN �•° aE � � E f6 ` N�`ow U 01 t3 U C O CEO: O N _ai U U 00 v, o °L Q•°.2- `o >J N J J ->� mo.a0a 0d) } HORIZONTAL BLOCKING IS OMITTED >J � ?� > a °Y 0- ' m PER TABLE R602.10.3(2) > pC' m m m s N 0 3 oC'E 3 - 3 32'-0" 4'-0" 4'-0" 32'-0" 25'-0" 4'-0" _ ° a° ° LAN ' C '�•= C 4'-0" 5'-6" 2'-5'/" 7-1 3-6 4,_0„ z E _ y z , n , " U ova °- E (� oa F � L to =' Q N C N C Q7 O CS- CS-WSP CS-WSP CS-W CS-WSP CS-WSP CS-WSP CS-WSP ~ U N CU s ~ E C�� WSP Cn - - �cp 4'-0" o o o o �r Cb �r Cf) BWL 2-1 U v BWL 1-1 U CS-WSP CS-WSP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -^ - I I I LL o cn o I I I , I I a -------- - -- ---- _ O 2 cA -1 °- -- ------ z O `� --------- CO O O �o Q /ni1 I _i ` O ^ v, --------- Y0 N t U --------- N Y o U W vW , U0 --------- N _U) J 0 W 00 ------ O Lu } > Q CooJ0 --------- m coU.J U Q~ -�1< --------- fY U) ZW Z Lu --------- Oa - O a I----------------------------------------------- 0 0 I , --------- i i rah I ----- I U 0 -- , I , zo BWL 1 2 I , - - - - - - - - - --- - - - - - - - - - - - W N a - - - - - - - - - - - - a CS-WSP - - - - - - - - - CS-WVSP - - - a BWL 2-2 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - o o �+ o U o U U) w z U � o N o h r--i ° CS-WSPCV CS-WSPo CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP MM M 4'-0" 4'-6" O UCS-WSP >� hr'M 3'-13/4' 3'-13/" c� r+ ;� 5-0,1 4'-4" 5'-11 /z 1 „ 5,_O„ O Fcl I 32'-0" 4'-0" 32'-0" 25'-0" 4' 0" U HORIZONTAL BLOCKING IS OMITTED ,.ptED j ARC, � PER TABLE R602.10.3(2) `� ART NeO y�� I 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" '�``' SCALE: 1/8" = 1'-0" 'BUJ' 01'g0 0 �OQ� �,=0F E`N0 A Ls s o-k ® 'sci bNadamil, o R302.13 FIRE PROTECTION OF FLOORS. -a�J 0 J n r" FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO PLUMBING NOTE: r BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A �f O ALL PLUMBING SYSTEMS SHALL BE Yz-INCH GYPSUM WALLBOARD MEMBRANE, 1 V INSTALLED IN ACCORDANCE WITH O %-INCH WOOD STRUCTURAL PANEL MEMBRANE, PART VII-PLUMBING ��S' Q p, OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. u PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, ELECTRICAL NOTE: _� E LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS,DRAINAGE, ALL ELECTRICAL EQUIPMENT Q C M PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. AND WIRING SHALL BE INSTALLED N uj IN ACCORDANCE WITH PART Vlll-ELECTRRCAL J EXCEPTIONS: OF THE NYS CODE. A MINIMUM OF 75%PF O o PERMANENTLY INSTALLED FIXTURES co +� 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN MUST HAVE HIGH-EFFICACY LAMPS. 2 CO r AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, 1— O NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. MECHANICAL NOTE: L= 0) 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED THE MECHANICAL SYSTEMS SHALL O O N FOR STORAGE OR FUEL-FIRED APPLIANCES, BE INSTALLED IN ACCORDANCE WITH �� CO ART V&VI OF THE RC OF NYS. z V J O �- 3. PORTIONS OF FLOOR ASSEMBLIES ALL MECHANICAL SIZING PER ACCA SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: MANUAL"S"BASED ON LOADS W U_ 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED CALCULATED PER ACCA MANUAL"J" - 80 SQUARE FEET PER STORY DUCT COMPLIANCE WITH MANUAL"D" EE O 3.2. FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG R303.4 MECHANICAL VENTILATION. THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED O z PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. DWELLING UNIT SHALL BE PROVIDED W �- WITH WHOLE HOUSE MECHANICAL U 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE VENTILATION IN ACCORDANCE WITH LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, SECTION M1507.3 z 00 OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. . . . W o r� v� Q r W 65'-0" � Z Lf' r 40'-011 25'-0" W C O UWOo SIMPSON DTT2Z r C W/(8)1/4 x 1-1/2"SDS SCREWS O O = O ALLOWABLE LOAD PER TIE:1,825 LBS 4-0 E to NOT LESS THAN 2 LOCATIONS SP kCED EQUALLY O O r- 4 EACH END OF DECK SEE DET 11 PG 2 00 O x � L 2 x 6 DECK JOISTS @ 16"oc 2-2 x 6 P.T.GIRDER OUTSIDE BASEMENT ENTRANCE 8"CONCRETE WALL ON MIN 16"X 8" SE Dia DECK FOOTING o FOOTING WITH 4"CONCRETE LANDING& SEE DETAIL ON DWG-2 0 o m y O'U C E In 4"DRAIN TO DRYWELL,CONCRETE STAIR ,- -, 31-6" m II, m 0, `o $o m MEETING R311.7-STAIRWAYS. EXTERIOR EE3 rnE HANDRAIL PER R311.7.8, 34"-38"ABOVE LIGHT 8.2 j2 c P. u r cc8 fD§ c TOP NOSING. CONCRETE GUARDRAIL ON ABOVE �! ` I 0- $� � �L �_= o 2X8 DECK LEDGER -------------------------------------------- --- -- - - in. o d� m m --------------- __-- --____-- SEE DET. ONDWG2 2'-0"xV-4" O�i'o.Q �n °u4° 10i.0 ° m N ° V�[ I , dt 2 mc o L,y gam 3 00 ' y - 3 c c1. 3 m ----------------------------------------- ----- -------------------------r---------i- ---- - -------------------------, i Step Footing a a o o o °o cLi m mad 38'-8" 1 V to 2H max. = N �,N w y y Or provide full height s r-�o 3 E o y C� 6 $ .. Ft U foundation walls m o _ v O rnPp I T iI l, 1 I I ; cc 2 ° °2 (1) cc Ww c Z•c.Z "?� c OZ W I c m Ho _T HE -- -- lLo - rnF p ------ ------------- F- In co Cr F- cc E LS o n ------ -------------------------- ------------ 1 4t I LL Q Q O X z W I I I I �---------li ' `�4 z o z= UNFIN. BASEMENT rn °Z Q u~, ' I +---------c I •� OmWF- An u- I I ul O F- W U_ - I - 4" CAST-IN-PLACE CONCRETE y W o¢ n U O - O OW N r_________n ` W=cnW i \ SLAB INSTALLED IN -7 Z¢�-W :1 O p a m o O O ACCORDANCE WITH I- p O w F_ [h I ;; O a 0 w �'� r0 SECTION R506 00 U m w w0 to ---------III � LL " >W � �, �fn � I I I -I W NOp IL WCn¢W I t � ' 1---- ----t' ' ' I 1 I Ln LL e-Q Z O' Q a m I I I I O MOOW (A ( to I LI. a0>� - ni>J N N I TYPICAL INT."FOOTING/COL � LU Q O o oO_ 30 x30' x12 THICK M co o!Lu CAST-IN-PLACE CONCRETE M p p p FOOTING&4"DIA STEEL N ni-Z w b _ O O p O OLUMN d F' 1 1 Co ; ; H a ul ; Fy __ CV UNEXCAVATED �- N N TYPICAL GARAGE SLAB 4" CAST-IN-PLACE SLAB •-------' -------• I a i 11 11 \i -- --�-- i ; n 11 i i W/6X6W4.OXW4.OWWM O ----------3.1/2 IX 11-7/ LVL----_-- MI _ _ -- , ___-- M-- -- 3-1�2 -x 11.7/8- LVL -, --------------1 PITCH SLAB-1/4"FT TO - - - r- --I-- r- -' -O---L-----------'---0---'- -------------- i I e GARAGE DOORS 00 O - --------------- -------------- - -- -- ----- --- --- I I I - _11" •--- ------- LID I --- --- --- --- I I I I , „ LID 11 1 11 1 11 11 C 1 11 1 ,� � o ;; 6'-9'/2 6- 68 -8 24-4 I 3'/2 I I t I N � u' U -- --- O W 2x4 FRAME AROUND I ___ ___ = H STAIRCASE FROM FLOOR I �2�w ; W/ Z TO CEILING. TREATED SHO --- --- rn O W=vi 'N i W 0PLATE AND GYP.WALL BD ___ ___ � ' to oz¢� ; \ m Q INSIDE FACE OF WALL MIN. O �' O p 1 n Cr)811 41-0" ' ' ATTACH RAILINGS.HANDRAILS " --- --- � I O O 0¢ 2-3 ' DROP TOP OF CONCRETE ; W W LLI r- I ¢F-W ~ AS REQUIRED FOR F- CO J 34"-38"ABOVE NOSING, r- --- --- z z= Iyr 00 ( O m W F- GARAGE DOOR,SEE PLAN ; d > Q X' UNDER STAIR PROTECTION: 0 , L _O v m w p i FOR GARAGE DOOR SIZE W W C.) R302.71.2"GYP BD SHALL -------- c" ' U- �cn¢W U U) q BE APPLIED TO UNDER ` O' O a m -- - --- _- - - MAINTAINREQUIREDSEPARATION ' DIRECTVENT O UP jL0Wof - ___________________________________ STAIR SURFACES. O n. > DISTANCE FROM ALL HEAT HVAC UNLIT ' Oi W. O o PRODUCING EQUIPMENT TO ' I ' ��Co - COMBUSTIBLEMATERIALASPER ; DIRECT VENT FURNACE N S I O ,LW¢� I --------------------- ---------------------------------------------------- CIO M 00 MANUFACTURER'S SPECIFICATIONS ; O ❑ INSTALL IN COMPLIANCE O N ->J CO= ; ; _ Step Footing AND LATEST MECHANICAL CODE. W/RESIDENTIAL,ENERGY CDO_ �. W c.0 1 V to 2H max. ' &MECHANICAL CODE low- co=W O Oi __ -------------------------------- Or provide full height foundation walls M..� --- --------------------------------- ----------------------- t O 2X8 DECK LEDGER l Y - SEE DET. ON DWG 2 SIMPSON DTT2Z W/(8)1/4 x 1-1/2"SDS SCREWS 1 () I W N ALLOWABLE LOAD PER TIE:1,825 LBS W 4O'-4�/z" �.� NOT LESS THAN 4 LOCATIONS SPACED EQUALLY �I AND TWO WITHIN 24"OF EACH END OF DECK I 104 GOSEE DIET 11 PG 2 2-2x10 P.T.GIRDER _ D — - — - _ - I TL - _ — _ _ -.. _ _ _ - �� J _ _ — _ _ — _ _ — _ _ _ — — _ w I I I I I I TYPICAL FOUNDATION - ( 9'-0" WALLS ) , 11 IN ACCORDANCE WITH CHAPTER 4 TYf?DECK FOOTING 4-4/z 16-3 4-4'/z" .� bA '0 8" CAST-IN-PLACE WALL WITH SEE DETAIL ON DWG-2 O �,�/ x N HORIZONTAL REBAR: PER TABLE R404.1.2(1) 40'-0" 25'-0" o Greater than 8 foot Wall Height: One #4 bar within 12 inches of the top of wall and One #4 bar near A TYPICALANCHOR BOLT -R403.1.6 the third points in the wall story. MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH 4 NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST VERTICAL REBAR: PER TABLE R404.1.2/8 l ) ONE BOLT MAX AND 3-1/2"MIN OFF ENDS OF PLATES. ' #5 @ 41 inches on center. *'' 1. Walls 24 inches total length or shorter connecting offset braced wall ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING 9'-0" FOUNDATION WALL HEIGHT panels shall be anchored to the foundation with not fewer than one anchor bolt located in the center third of the plate section and shall be attached to adjacent ' ,+ B'12 w/3 - #4 KEBABS CONT. FOUNDATION PLAN braced wall panels at comers as shown In Item 9 of Table R602.3(1). - = ' 2 -2 x 6 ACID SILL PLATES, COPPER TERMITE SHIELD ALL FOUNDATION FOOTINGS TO EXTEND 2. Connection of walls 12 inches total length or shorter connecting a 1�, SCALE■ 1 /4" — 1 O„! offset braced wall panels to the foundation without anchor bolts shall be permitted. ,,. �F IN TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP The wall shall be attached to adjacent braced wall panels at comers as shown in FOOTINGS 1V TO 2H . Item 9 of Table R602.3(1). 1 NOTE:GLAZING HAZARDOUS LOCATION:R308A CODE COMPLIANCE STATEMENTS: o INCLUDING BUT LIMITED TO THE FOLLOWING: N SAFETY GLAZING(TEMP GLASS)IS REQUIRED 1. The windows selected for this project shall meet AT GLAZING IN A BUILDING WALL ENCLOSING C BATHTUBS AND SHOWERS WHERE THE the egress requirements of R310. BOTTOM EDGE OF THE GLAZING IS LESS 2. All windows shall meet Section R308 Glazing and c THAN 60 INCHES ABOVE A STANDING a. SURFACE AND DRAIN INLET. R308.4 Hazardous locations. C 3. Windows were required shall meet the Window Fall a) WET SURFACES:R308.4.5 GLAZING IN WALLS,ENCLOSURES CONTAINING protection requirement R312.2. - co WHIRLPOOL,BATH TUBS,SHOWERS, 4. Bathroom windows shall meet the hazardous SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM J N N EDGE OF THE GLASS IS LESS THAN 60" glazing requirements as per R308.4 a) a) MEASURED VERTICALLYABOVE ANY STANDING OR 5. Stairs, landings, railings & guards shall comply to I 15" I Lu WALKING SURFACE SHALL BE CLASSIFIED AS = 00 u) C) 0 PER TABLE R308.3.1(1)AND R308.3.1(2) with R311 & R312 CO r Z z O 6. Outside lighting shall comply with RE 3803.3 ~ a Q O z EXCEPTION:GLAZING THAT IS MORE THEN 60" 7. Stairway illumination shall comply with R303.67 rn `v MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, w L� Lu a 3 N nd R303.8 J p FROM THE WATERS EDGE CLEARANCE FROM _J Z O 8. Fireblocking shall comply with R302.11 thru R302.11.2 Z � ° FROM WALL OR SAFETY GLAZING IS REQUIRED ADJACENT TO 9, Draftstopping shall conform to R302.12 thru R302.12.1 W � L TUB/SHOWER STAIRWAYS,LANDINGS, AND RAMPS WITHIN O 36 INCHES HORIZONTALLY OF WALKING SURFACE 10. Flame spread and smoke-developed index for walls OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM and ceilings shall compy with R302.9 thru R302.9.4 TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN O z EXPOSED SURFACE OF GLASS IS LESS THAN 11. Flame spread and smoke-developed index for W 60 INCHES ABOVE THE NOSE OF THE TREAD insulation shall compy with R302.10 thru R302.10.5 V �--� MINIMUM TOILET CLEARANCE OR WALKING SURFACE. 11. Recessed lighting fixtures rated for SCALE: 1/4" = 1'-0" o W 0 membrane penetration shall meet ASTM Ell IN ACCORDANCE WITH FIGURE R307.1 and Fire St 2020 NYS RESIDENTIAL CODE Stopping as per ASTM E814 or UL 1479 W 12. Exterior Decks shall comply with R507. C/) 65'-011 3:ry Z LO 5'-011 6141 8'-911 25'-011 W C O U W O o O _ ------- I- ------------------ 1 Ln I� ooO � � CO CO TW30410 TW30410 TW30410-2 y C E0 2-2x8 2-2x8 3-1/2"x 9-1/2"LVL 3-1/2"x 9-1/2"LVL a°, o 6 y - o 0 oaf = o tm, c� wE LNoi ' V 01 U C ,J T KITCHEN E-f 80 .012 tm 10. OSID F O m C.2 O Uw TJI 230-9.5"-Floor Joists 0.16"oc � c n� y I m!2 co oc3 0 "J 0-6 N C N Q7 to -• .2 N= N t71 C p .oy o tV 04 CV . cct r vio= a - �,� t--___i ' ' I R-21 BATT L c t c( N a o 3 E GREAT ROOM J g ----- d ; iv INSULATION 5 c 0,o- c w N g t .. s � E 12 L Vf C V C 1�• I C7 C 2 O CD m C a E f0 m'C 2 " " x N 3'-3'/z" 21'-1" � � y cc � WEa.=_oa 3-1-3/4 x 9-1/4 LVL FLUSH BEARING WALLABOVE M c rn _ PROTECTION. .1 OPENING rn -- 3 o PROTECTION. Z = 15'-9'/z" �,� INSULATED SOLID O 3'-911 CORE STEEL DOOR, H c N O 0J 20-MINUTE F.R. 2'-6" WEATHER STRIPPED& w " Z R-21 BATT SELF CLOSING DEVICE. Z TJI 230-9,5"-Floor Joists 0.16 oc„ o , o _ INSULATION a.w _ --------- (2)1-3/4"x 9-1/2" c 1 ,1 w = - LVL FLUSH i CD M 14'-7 u 4'-0" 4'-$" \/ol 2'- " o CL N U ZO N Pre-Fab/ Factory Built Fireplaces -------- 3'� N FAN F® WALK-IN o MUJ In accordance with chapter J-- ---- ® CLOSET w w LL Z of 0 10, factory-built fireplace inserts shall '` -------- 2'-0" - ____________________ _ _________� z_ Z------- be UL listed and labeled and shall be 24 s/z - U installed in accordance with the _ 3-1_3/4"x 9�1l4"LVL FLUSH - - Z________ 4'-11" 2'-0" - 1 � Lu conditions of the listing. Factory-Built GARAGE Z =0" 5Yz' fireplaces shall be tested in accordance ° ° i _______ `V DWELLING: SEPARATION ON GARAGE r J�- UL LISTED GAS o a PRE-FAB FIREPLACE + _, - o w-' , with UL 127. Hearths shall be installed in p p GLASS DOORS& " ------- ¢ � L ACCORDANCE WITH F- m w w O ti -21 BATT TABLE R302.6 ao co 2 + accordance with the listing of the HEARTH EXTENSION o- ______ CD I m�O 1 AS PER RESIDENTAIL O �- INSULATION , SEE DWG-1 FOR TABLE w , ' INSULATE WALLS w=0 ' Fireplace & in accordance with NYS code CODE-CHAPTER 10 0 --------- '> O Ix rn w Q + � � S I COMMON WITH LIVING I for Hearths & Hearth extension. VENT TO EXTERIOR 5' _________ • FAMILY N , All Fireplace shall be equipped with an � 6 N AREA. PROVIDE:HEAT W � � " __ �- ROOM N 1 DETECTOR PER R314.2.1 I exterior air supply. Exterior air ducts o I ' _ N shall be UL listed. Facto Built Chimneys x 1h oN UP 15R N ; (3)1-3/4"x 14"LVL ' Z Factory Y shall be in accordance with chapter M I v __ - 192X96-8 PANEL CD w Q 10 Section R1005 Factory Built Chimneys. v I 3 - Cq w to 15'-011 >- > Q C, ` I `r IJILI U 2-2x8 2-2x8 3-2x10 2-2x8 2-2x8 I 5'/Z' GUARD RAIL NOTE: T� 9 EGRESS V1 Porches,balconies or raised floor " surfaces located more than 30 inches above the floor or grade below shall _ have a railing not less than 36 inches C) o eeVERED In height. Railings shall have Top rails and 44 to w rn Balusters and Bottom rails that are NO MORE THAN 4 INCHES APART. -' -' EXCEPT:the traingular openings formed by the riser,tread and bottom rail of the Guard rail at the open side of a stairway 6X6 POST are premitted to be of such a size that a 6 inch sphere cannot pass through. ----------- ----------- ----------- ----------- "�- Open sides of stairs with a total rise of t� more than 30 inches above the floor or 4'-0" 4'-0" a .--, grade below shall have guards not less E r--I than 34 Inches in height measured " „ 1, 1, 11 " 1 1, 11 1, W O vertically from the nosing of the treads. 5-4 7-2 7-6 7-6 7-2 5-4 4-6 16-0 4-6 40'-0" 25'-011 E•'I �•' STAIR HANDRAIL NOTE: Provide Handrail on at least one side WINDOWS, EXTERIOR FRENCH & SLIDING DRS A /w/I�� of each continuous run of treads or flight Smoke Detector F�'M U moo � Plans indicates ANDERSEN series 400 Tilit Wash S s~ with FOUR OR MORE RISERS. Model Numbers and shall be In accordance with R609 Carbon Monoxide Detector 9 C' - PLATE HEIGHT x b `� Handrail Height measured above cd r--I stair tread nosing,shall not be less than To be designed & installed as per manufacturers co Refer to DWG-1 General Notes en 34Inches and not more than 38 inches. specification for 140 ultimate design wind speed 1ST FLOOR PLAN , ED A'`� All Handrails shall be continuous the full In accordance with Section 915 of the GUARDS R312.1 - A length of the stair from a point direct) and Table 301.2(2), 301.2(3) �{� Z'h, 9 p Y 2020 IFC, R314, R315 of the Residential r�5 ,1 N/ above the top riser of a flight to a point Provide HP LOW-E4 glass; U = .30, SHGC= .30 I I t I I GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF i++'Ca� �� ti`• t� directly above the lowest riser of the flight. EGRESS: shall meet R 310 code of NYS SCALE: 1/`'t' � � �O OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, Handrails adjacent to a wall shall have a WINDOW FALL PROTECTION: shall meet R312.2 [NY]915.3.3 Residential Buildings and Commercial Buildings RAMPS AND LANDINGS,THAT ARE LOCATED MORE iQ F space of not be less than 1-1/2 inches With an Attached Motor Vehicle Related Occupancy THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR ° F between the wall and the handrail. Substitutions made upon meeting Code. P Y AREA SCHEDULE OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES see code for exceptions.Refer to See page one, general notes for additional p g Carbon monoxide detection shall be installed in a central or otherwise approved HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. Code for grip sizes specifications. code requirements. pp g P p 4 location in each occupiable space in a commercial building and within 10 feet of NAME AREA INSECT SCREENING SHALL NOT BE the entrance to sleeping areas and sleeping units in residential buildings CONSIDERED AS A GUARD, 0 and commercial buildings that: FIRST FLOOR AREA 1270.7 sq ft. GARAGE AREA 607.0 sq ft. HANDRAILS R311.7.8 1. Have a communicating opening with an attached motor vehicle related occupancy, 2. Share one or more common walls with an attached motor vehicle related occupancy,or HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE 3. Are located one story above or below a motor vehicle related occupancy. SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. TOP OF ROOF - — - — . _ CONT. RIDGE VENT - - - - - - - o 12 12 o Qcu i' J N 0 L0 00 N '' QA ��' Toeof Plat — - _ `� ~ o r . — . z W LL FY0 O W z i ' T T zU) 0 W W F- i O Toe of Sub oor - - - _ � Toe of Plat LO - -- - z W 0 1:1' W o a 0 � O 0 � _ 0 0 � 0 X oCD 00 � � � m oho Toe Of Sub oor - y C Toe of Fou dation — - _ 'y.Q CV m• O 'L' C 50'-0" I 4'_0" I I I 40'-0" "� y m a 2 m m m y 2 c o cc•yv o c 3 t o 0 o m o g ncci �� I LEFT ELEVATION 1 ' c mL c c a y y o I I I ( I I sz N mvy o 3s` E y y rn I I SCALE: 1 /4„ = 1 '-011 I 1 i t � cc. mo NoL't I I r p s= E m o 0 w y m E m � c 0 0 Toe ofFootin - - - - - ' - - - ' - - - - - - - - - - - - - - - - - I - - - - - - - -- I C J som"a = mr- 2)2r- _ y m - cL C — — — — — — — — — — — — — — — — — — — — — ' - — — — — — — — -- — '� E- o y m a F- m E o 40 TOP OF ROOF CONT. RIDGE VENT 12 12 10 10 CONT. RIDGE VENT �. _ t Top of Plate_ `` LU w F- z N w 5� 00, uw OopCD Toe_of Subfl_oor - . _ _ oe_of ubflo_ _ _ V1 ' Top of Plate H 11 El 11 El 11[A I o � Toe of Subfloor - Lj ri 11 El Ll- n cu r[••� [-� o Top of Foundation11 El El[I M El- U I t),0 00 ~ 36-0" 1 1 1 1 1 1 1 1 1 1 1 1 I 20'-0" 01 FRONT ELEVATION 1 ' I 01 j 4 I I I I i t 1 1 SCALE: 114"1= 1 '-0" 1 1 - - �— T C _ J CI_ J C _ J _ _ _ _C __ _J _ _ _ _ _ C _ J - - � - - - ToeofFootin.� . — . _ Cr- - - - - - - - - - - - - - -� - - - - - - - - - - — - -�_ - - r �qr vFr� - — — — — — — r FO " CONT. RIDGE VENT ♦ _ - _ - _ - TOP OF ROOF °. ♦ v, ♦ c / ♦ m ♦ w V E / ASPHALT SHINGLES ♦ c `M- CO �GUTTERS & LEADERS AS REQUIRED ♦ L o, co / TYPICAL ♦ F— 0 o P♦S / / _ - _ - Tor) of Plat6 ♦ W �Q- _ LL Q / / � ♦ � 0 LijT 4 ♦ UF- � ♦ ♦ WQ H T OO ET T T ♦ O W o of Subfloor ♦ W / 4 Z Top of Plate ♦ r3: LO Z♦ 0 � ♦ � W W _I o I1 I I U Y Y Y J O = O Cn E ' 0LO � � 0 4 T T T T 4 � Up cooC � L6 b �-- (/) 4— Oo ao _ _ _ - _oo_of Subfloor y a of Foundation m o L N yNy 9 IMM ZO'-O" �CC � d 0 ° � CpN N N O d 7 0 m - I I I I I I 36'-0" noai -8 I°:c."N- °�15 2vi3 r 3 L J CREAR ELEVATION c IED d £ U L N w N SCALE: 1 /4" _ 1 �-01' , __�o_� U " C - — — —�— — — � � cc � = my�'3o�E T I L d� C � w L — — L---_ - --- - -- - C - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II1 — . — = V c tO C = ° d Ep °N; �M� Z = � w a m e v� o umcTo�ofFootinc a EL O0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - p R303.8 Exterior Stairway Illumination Exterior stairways shall be provided with artificial light source located at the top landing of a stairway. Exterior stairways TOP OF ROOF providing access to a basement from the outdoor grade _ . _ . _ . — . — . _ CONT. RIDGE VENT level shall be provided with an artificial light source located at the bottom of the stairway. 12 12 8 � � 8LU ♦ / ♦ o ♦�� / Tod of Plate- — - - _ 12 12 ♦ ♦ z 12 I I 12 ♦ N o Q } Q P�`♦O / 80 LT T ♦ ♦ g cU 12 ♦ ♦ � / 4 I/—' 4 / Tor) of Subfloor / T; of Plate q WCq a rT� ' o � l Q Tod of Subfloor _ - _ w M Toeof Foundation - _ U :n bA c O 4 x •b N U 1 I 1 ► � � 40'-0" I I I I I 50'-0" G 1 1 I I I I ��'D ABC , h• l I RIGHT ELEVATION Topf Footinc,� . — . . _ C — I _ s t S SCALE: 1 /4" 1 '-0"