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RC-000663-2016 TOWN OF QUEENSBURY QAW 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: RC-000663-2016 Tax Map No: 290.-1-30 Permission is hereby granted to: Thomas O'Neill For property located at: 71 CHESTNUT RIDGE RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvceof Construction Owner Name: Thomas O'Neill Single Family-Addition $90,000.00 Owner Address: 71 Chestnut Ridge RD Total Value $90,000.00 Queensbury,NY 12804 Contractor or Builder's Name I Address Electrical Inspection Agency Plans&Specifications Residential Addition 944 sq.ft.plus 3 decks;280 sq,ft, 175 sq.ft.; 171 sq.ft. $251.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,October 3,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expii ion date.ker-3,,2(016 Dated at the Town of eensb ; f/ 4on SIGNED BY: �/ or the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use only Received Date: 9—.bg- Tax Map ID Permit No. Re— Tax Map ID .? 9'6. —/ — 3rd Permit Fee 251. t O k tit e ((D Zone Rec Fe h to --- - ------ Historic Site _Yes V No Site Pl ' l Subdivision Name Lot# Subdiv i 11 Project Location 7/ eg s-61U cpF9 20 Pal TOVvN Or OL'EENo. JRY TOWN BD.RESOLUTION 8&2013: $850 recreation fee for new dwelling units—singl r multiple family,apartments,condominiums,townhouses,and/or manufactured&modular homes, but not mobile homes. This is in addition to the permit fee(s). Applicant -�h 117 r I� Owner p Address 4n f Le Address Le tPlAslu Phone/E-mail Jr- g cf _g •� a Phone/E-mail Contact Person for Building&Codes Compliance: S[¢hr cc Phone _-AIV/- A,�i Y-_�) TYPE OF CONSTRUCTION ✓Check all that apply New Addition Alteration 1"floor sf 2°d floor sf Total sf Height Single Family Two-Family Multi-Family (#of units___) 290.00-1 -30 RC 663-2016 Townhouse Thomas O'Neill 71 Chestnut Ridge Road Business Office Residential Addition plus 3 decks Retail-Mercantile Factory-Industrial Attached Garage Q (1 2 3 4+) i�PcL �roh f JI dT r' Other y Ec S bUS 1755p) If commercial or industrial please indicate of business l Town of Queensbury Building&Codes Principal Structure Application Revised! 2015 Proposed use of building or addition Source of Heat(circle one) as Oil Propane Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances& Chimneys Are there structures not shown on plot plan? Are there easements on the property? Site Information a. Dimensions or acreage of lot 6 er b. Is this a corner lot? c. Will the grade be changed as a result of construction — Yes _V_ No d. Public water or Private well G") ff e. Sewer or Private Septic System 'e P 4(c Value of all work to be performed(labor or materials) $ DECLARATION.- 1. ECLARATION:1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application,plans and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NYS Building Codes,local building laws and ordinances,and in conformance with local zoning regulations 4. 1 acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: / PRINT NAME: —��M DATE: SIGNATURE: �lc QDATE: For office use only Operating Permit Issued: _Yes —No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised September 2015 INSPECTION WORKSHEET (002330-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-000663-2016Case Module:Permit Inspection Date:04/04/2018Inspection Status:Passed Inspector:John O'BrienInspection Type:Residential Final Inspection Job Address:71 CHESTNUT RIDGE RDParcel Number:290.-1-30 Queensbury, NY 12804 Contact TypeCompany NameName Granted PermissionO'Neill, ThomasO'Neill, Thomas Primary OwnerO'Neill, ThomasO'Neill, Thomas ApplicantO'Neill, ThomasO'Neill, Thomas Checklist ItemPassedComments General CommentsYES4/4/18 Final Inspection Approved-Ok to issue CO! 4 inch Building Number Address visible from roadYES Chimney Height / B Vent / Direct Vent LocationYES Chimney Rain Cap InstalledYES 3" Plumbing Vent through roof minimum 18 inchYES Roof Complete / Exterior Finish CompleteYES Platform at all exterior doorsYES Grade away from foundation 6 with 10 feetYES 6 clearance to sill plateYES Interior privacy/trim/doors/main entrance 36YES Bathroom / Kitchen WatertightYES Low flow toilet 1.3 gal/flushing cycle - showerhead/faucetYES Crawl Space Access 18 x 24YES Bathroom Fans, if no windowYES Plumbing fixturesYES Foundation insulation to floorYES Energy Sticker on Elec. Panel:R-Val. & Heating SysNO Duct work sealed properlyYES Furnace shut-off w/in 30 ft. or w/in line of siteYES Furnace Hot Water Heater operatingYES Relief Valve ,Heat Trap/Water Temp 110 deg or lessYES Fin Elect; Energy Saving Light Bulbs 50 PercentYES OK to Issue C/OYES4/4/18 Final Inspection Approved-Ok to issue CO! O'Brien, John (Inspector) Apr 04, 2018Page (9) RCS-cwv(du3-Zv�lc� 9 -3Heat duct 9'-4 6 Return duct Opening to exsistin basMent 14'-716. treated 2 x 4 c 9'-316 wall w/ 1/2 treated ply 7777777777777 _ . .. 32' m —� NAP flEFEflENCE - � SEP 2 8 i HAVE PER�p; ;U_Y�1FASURED THE DISTANCE WP SNOWING LANDS OF 2016 TO THE W40 FRIAR 8 WIFE 6 {1 /`�'- T { �� C EOWABO C. flALCJ(E, ✓fl. 8 WIFE LANDS NIF OFP.0�N'1 THF F"Fc�.' OR SIGN(S) BY: B.C. TRIPP, ✓R. MICNAEL M. CAO STRUC I URE(S) DATED: OCTOBER 22, 1BSS TOWN Ur tUt_`ly: PROPIOo U . Y /G DATE DEED REFERENCE 27. SI .-Al URE PAWRA NMIGARTER W :a1•"• TO ED AUGUST E. MOTs DATED TED AUGUST�o 1 2011 8:4918 Pa9B n IPI AflEA 4 58205.0 SO. Feet 1.57 Acres 9 . .60 ---.•� " �,$•� IRI � C N r 215.81' i� N Tj. 5'4 � 30-4p' w 45 t1� 57 O ,IPP _ - r4 A�q8� c V 6'11 1 a•(./ HEREBYa UrY 4TnP1�155URMM wrs rrtrnef0 ross.g-0 I iIIIS CERiIF1Fi5u SnNL P.UNONLYiO TMC 0.-.O S �OO.� C6 IOR WHOMr 11LfrvwASPPPP.W PNDOx�HfIR LPNOS MNIF EROF N• .0 .0Nri.rnE FTLn`M.5mlveRarAeuru AGExCY INGEBORG MEPRITNEVY ENO IrC: :NG IIC h ON U .eER[O T \ 4'10 1.5117 IONS S 5u53t r SPEE 59 iJ4 pN'N y.) IH$iliUf10N50R yJtiEOUEIn OWNERS. CERTWICDM THOM ONEILL4AUD2 011EILL W TcoR UNP TrIL IN511RPNCE COMPµ GI PPLLS NPMINALB NTD TRUST CJM'PNY. v 1i5 5LOCG`SOPS NGAOR AS`JGNS \ FILE COPY LaVNDJ` CfRiIFlfO BY � CIRF CAPPED IRON FOD MATTHEW C.ST[VES.US M9 50135 / FOUNDCIR CIPS• CAPPED IRON P00 DATM:xw 2G.2015 SET/TO BE SET IPA�F-- IRON PIPE FOUNB o- —' iflF=IRON R00 FOUND •LIBM POST • SPLIT NAIL FENCE • OVEMINIMIMMIAMU11PY , cd11- D u s eh •_ Map of a Survey maM forSIM r�l� 1••SO' V Stever _ ®� Thomas & Audrey O'Neill S-1 Land Surveyors S1EET 1 OF 1 189 NeYlland Road Queensbury, Nor York 12804 Town of Oueensbury, Warren County, New York O'NEILL Mal n1.9R .1Y1 nITF KMGROT)/W WI. 1R-M2 M" fzREScheck Software Version 4.6.2 Compliance Certificate Project Chestnut Ridge 290.00-1 -30 RC 663-2016 Thomas O'Neill Energy Code: 2010 New York Energy Conservation 71 Chestnut Ridge Road Location: Warren County, New York Residential Addition plus 3 decks Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 225 deg. from North Climate Zone: 6 (7635 HDD) FILE COPY Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 71 Chestnut Ridge Road Thomas O'Neill Thomas O'Neill Queensbury, NY 12804 71 Chestnut Ridge Road 71 Chestnut Ridge Road Queensbury, NY 12804 Queensbury, NY 12804 518 441 8272 518 441 8272 tom@unionsquaregf.com tom@unionsquaregf.com Compliance: Passes using UA trade-off Compliance: 16.3%Better Than Code Maximum UA: 178 Your UA: 149 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. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Ceiling 1: Structural Insulated Panels(SIPS) 960 45.0 0.023 22 Wall 1: Structural Insulated Panels 900 35.0 0.031 19 Orientation: Unspecified Window 1: Wood Frame:Double Pane with Low-E ___..18 0.290 5 Orientation: Unspecified Window 2: Wood Frame:Double Pane with Low-E 18 0.290 5 Orientation: Unspecified Window 3: Wood Frame:Double Pane with Low-E 2 8 2016 :I �i 18 0.290 5 Orientation: Unspecified " �j a SEP _l Window 4:Wood Frame:Double Pane with Low-E -____,___._.__.,_-__� 18 0.290 5 Orientation: Unspecified TOVVIV Gi- CIL 71ZNSL,URY Window 5:Wood Frame:Double Pane with Low-E EUII-DING & CODES 18 0.290 5 Orientation: Unspecified Window 6:Wood Frame:Double Pane with Low-E 18 0.290 5 Orientation: Unspecified Window 7: Wood Frame:Double Pane with Low-E 18 0.290 5 Orientation: Unspecified Window 8:Wood Frame:Double Pane with Low-E 12 0.290 3 Orientation: Unspecified Door 1: Glass 60 0.290 17 Orientation: Unspecified Door 2: Glass 60 0.290 17 Orientation: Unspecified Project Title: Chestnut Ridge Report date: 09/28/16 Data filename: C:\Users\Tom\Documents\REScheck\1st goround.rck Pagel of 7 Assembly Gross Area Cavity Cont. Perimeter Door 3: Solid 21 0.290 6 Orientation: Unspecified Basement Wall 1: Masonry Block with Empty Cells 460 0.0 12.0 0.065 30 Orientation: Unspecified Wall height:5.0' Depth below grade: 3.0' Insulation depth:5.0' Compliance Statement., The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Cade requirements in REScheck Version 4.6 and to comply ith t e mandatory requirements listed In the REScheck Inspection Checklist. _ h Thomas l Name-Title Signature Date Project Title: Chestnut Ridge Report date: 09/28/16 Data filename: C:\Users\Tom\Documents\REScheck\lst goround.rck Page 2 of 7 CREScheck Software Version 4.6.2 �(J Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 40.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in.the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 Construction drawings and ❑Complies Requirement will be met. [PR1I1 documentation sufficiently ❑Does Not J demonstrates energy code ❑Not Observable Location on plans/spec: compliance for the building foard panel specs&pgs envelope. []Not Applicable 22,23,24 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [1311311 demonstrates energy code ❑Not Observable compliance for lighting and ❑Not Applicable mechanical systems.Systems serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]' sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr []Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Chestnut Ridge Report date: 09/28/16 Data filename: C:\Users\Tom\Documents\REScheck\1st goround.rck Page 3 of 7 Section # Foundation Inspection & Req.ID Complies? Comments/Assumptions 303.2.1 Exposed foundation insulation ❑Complies Requirement will be met. [F011]' protection. ❑Does Not 'J ❑Not Observable Location on plans/spec: pg 6 ❑Not Applicable 403.8 Snow melt controls. ❑Complies [FO12]2 ❑Does Not ❑Not Observable []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Chestnut Ridge Report date: 09/28/16 Data filename: C:\Users\Tom\Documents\REScheck\1st goround.rck Page 4 of 7 Section Plans Verified Field Verified # Framing/Rough-In Inspection & Re .ID Value Value Complies? Comments/Assumptions 402.4.4 Fenestration that is not site built ❑Complies Requirement will be met. [FR2011 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 Exception: null. [FR16]2 sealed at housing/Interlor finish ❑Does Not and labeled to indicate&It;=2.0 ❑Not Observable cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not ei building cavities used as return ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR1513 ducts or plenums. []Does Not 64 ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R-_ R-_ ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not 0, below 55 QF are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R-_ R-_ ❑Complies [FR18]2 pipes are insulated to R-2. ❑Does Not 1>k []Not Observable []Not Applicable 403.5 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 Installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Ter 3) Project Title: Chestnut Ridge Report date: 09/28/16 Data filename: C:\Users\Tom\Documents\REScheck\1st goround.rck Page 5 of 7 Section # Insulation InspectionComplies? Comments/Assumptions & Req.ID 303.1 All installed insulation labeled or ❑Complies Requirement will be met. [IN13]2 installed R-values provided. ❑Does Not ❑Not Observable [Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Ter 3) Project Title: Chestnut Ridge Report date: 09/28/16 Data filename: C:\Users\Tom\Documents\REScheck\1st goround.rck Page 6 of 7 Sedlon Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Reg. 402.4.2, Building envelope tightness ACH 50=_ ACH 50=_ ❑Complies Requirement will be met. 402.4.2.1 verified by blower door test result []Does Not [FI17]1 of<7 ACH at 50 Pa.This 10 requirement may instead be met ❑Not Observable via visual inspection,in which []Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post _cfm _cfm ❑Complies IF1411 construction with maximum []Does Not 0 leakage of 8 cfrn to outdoors,or ❑Not Observable 12 cfm across systems. For ❑Not Applicable rough-in tests,verification may need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [F19]2 installed on forced air furnaces. []Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies IFI10]2 on heat pumps. ❑Does Not 'J ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable []Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 ❑Does Not J ❑Not Observable Location on plans/spec: foard panel specs&pgs ❑Not Applicable 22,23,24 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not u, equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Ter 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Chestnut Ridge Report date: 09/28/16 Data filename: C:\Users\Tom\Documents\REScheck\1st goround.rck Page 7 of 7 fz2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 35.00 Below-Grade Wall 12.00 Floor 0.00 Ceiling / Roof 45.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.29 Door 0.29 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments Drywall Clad Panel gEP28 201h • wweL Description r C2UEENS' Drywall Clad Structural Panels (DWC) are an energy;t@B CODE: alternative to conventional framing.They are insulated pane s used as walls,roofs,bump outs, and dormers in both residential FILE COPY and commercial buildings. Drywall clad structural panels provide the exterior sheathing, insulation,and interior base finish in one unit. Components Foard Panels are manufactured with third party rated material and stringent quality control guidelines. Interior and Exterior Shins: The skins are 7116" thick, PSI-95, PS2-92,Exposure 1 Oriented Strand Board (OSB). Only OSB meets the dimensional stability, lamination quality, aad size availability requirements. Interior Finisht 112"thick plaster-base gypsum drywall, commonly called "blue board". This drywall can be painted with conventional or moisture resistant paint or plastered. Core Material Choices: EPS: Expanded Polystyrene, 1 lblcuft XPS: Extruded Polystyrene, 1.6 lblcuft NEO: Neopor polystyrene, 1.2 lblcuft PIR. Polyisocyanurate foam,2.0 lblcuft Features • Reduces Heating and Cooling Costs • Fast & Efficient Installation Interior Finish • Reduced Labor Costs Drywall (DW)' • Uses Renewable Wood • Recycled 1 Recyclable Foam Insulation Interior Skin Oriented Strand Board (OSB) Availability Core • 3.0 through 12.25 or 25.0 inches thick, depending on core EPS, XPS, NEO, PIR in various • 4ft by 6,7, 8, 9, 10, 12, 14, 16, 18, 20,22, & 24**ft thicknesses • 8*ft by 8, 12, 16, &24'*ft Exterior Skin • Optional pre-cut services Oriented Strand Board (OSB) • Optional embedded nailers • Optional FSC Certified Skins 20 Year Limited Warranty • Optional wire chases Foard Panel Inc. warrants to the buyer that Quality Control Foard Panels will not delaminate in normal Independent review and auditing of procedures and plant use as the result of a defect in materials or operations by registered, third party, ISO 17020 accredited manufacturing for 20 years from the date of inspection agency. purchase. See full warranty for details. 'PTR only available in 4fl widths "Any length longer than I6N and Bit wide panels will have drywall seems Phone: 800-644-8885, Fax: 603-256-6902 www.foordponef.com 53 Stow Drive, PO Box 165,West Chesterfield, NH 03466 0 2013 by Foard Panel Inc. Drywall Clad Panel qj�ip Drywall Clad SIP Properties & Common Thicknesses Overall Thickness(in) 5.0 7.0 8.75 10.75 12.75 Core Thickness(in) 3.63 5.63 7.38 9.38 11 .38 R-Value 16 24 30 38 46 EPS Permeance(perm) 0.97 0.70 0.56 0.46 0.39 Weight(Ib/sqh) 5.1 5.3 5.4 5.6 5.7 R-Value 20 30 39 49 59 XPS Permeance(perm) 0.47 0.32 0.25 0.20 0-.17 weight(IblsgR) 5.3 5.6 5.8 6.1 6.3 R-value 18 27 35 43 52 Neo Permeance(Perm) 0.75 0.52 0.41 0.34 0.28 Weight pb/sgft) 5.2 5.4 5.5 5.7 5.9 R-value 24 36 46 58 70 Permeance(perm) 0.25 0.17 0.13 0.10 0.09 PIR Weight(Ib/sgft) 5.4 5.7 6.0 6.4 6.7 Recycled Content o 22.3% 20.0% 21.4% 23.3% by weight' 20.0/o Phone: 800-644-8885, Fax: 603-256-6902 www.foordpanel.com 53 Stow Drive, PO Box 185,West Chesterfield, NH 03466 0 2013 by Foard Panel Inc. Drywall Clad Panel P w r e L 'Core Properties General Density(Ib/cult) ASTM 001322 1.05 1.6 1.26 2.0 Dimensional Stability(%Change) ASTM D2126 23 2 2 2 Max.Custom SIP Thickness(in) 25.00 12.25 25.00 12.25 Size Availability 4ft Widths _ 6,7,9,9,10.12. 6,7,8,9,10,12, 6,7,8,9,10,12, 6,7,8,9,10,12, 14,&16 14,&16 14,&16 14,&16 Size Availability 8ft Widths - 8, 12,&16ft 8, 12,&16ft 8, 12,&16ft - Thermal R-Value of a 1 inch thickness(75°F) ASTM C518 3.83 5.0 4.52 6.0 R-Value of a 1 inch thickness(40°F) ASTM C518/C578 4.23 5.4 4.82 - U-Value of a 1 inch thickness(75°F) ASTM C518 0.263 0.20 0.222 0.17 U-Value of a I inch thickness(40"F) ASTM C518/C578 0.243 0.19 0.212 - Max Custom SIP R-value 95 59 110 70 Strength Properties Compressive 10%Deformation(Ib/sqin) ASTM D1621 /C165 103 20 13 20 Moisture Resistance Permeability(perm inches) ASTM E965.03 1.5 3.5' <1.0 Absorption(%vol.) ASTM 0272 4.o3 0.3 Allowable Temperature Max.Service Temperature(°F) ASTM D3278 1605 1902 1606 250 Fre Characteristics Rating Class I Class I Smoke Developed E84 125 165 2502 Flame Spread E84 15 5 252 Toxicity of Combustion Products Same as wood or cardboard Phone: 800-644-8885, Fax:603-256-6902 www.foordpanel.com 53 Stow Drive, PO Box 185,West Chesterfield,NH 03466 2013 by Foard Panel Inc. Drywall Clad Panel I A M E L 1 Hunter Panel.Accessed, 5/26/2013. http://www.hpanels.com/images/stories/pdfs/tech_bulls/Hunter_Recycled_Content.pdf 2ICC-ES Evaluation.Accessed 5/26/2013. http://www.icc-es.org/reports/pdf files/ICC-ES/ESR-2784.pdf 'ASTM International Standards(2006). ICC. pp659-662.West Conshohocken, PA °BASF Technical Leaflet, February 2012. http://www.plasticsportal.net/wo/EU-en_GB/Catalog/ePlastics/doc4/BAS F/P R D/30060740/.pdf?title=&asset type=ti/pdf&longu age=E N &urn=u rn:doc u mentu m:eComm erce_sol_EU:09007 bb280090 676.pdf s BASF Safety Data Sheet:Styropor BF-222. Revised June 2007, Version 2.1. s BASF Safety Data Sheet:Neopor 2200. Revised February 2011, Version 2.0. 7 Dow Material Safety Data Sheet: Styrofoam 448 Inch Panel Coare 20 WN Extruded Polystyrene Foam Insulation. Issued January 2012. Phone: 800-644-8885, Fax: 603-256-6902 www.foordpanel.com 53 Stow Drive, PO Box 185,West Chesterfield, NH 03466 0 2013 by FoardPanel Inc. PANEL SPLINE JOINT CONNECTION @ TIMBER FILE COPY (DATE: 7 - 16 - 2013) 36" x 3" APA RATED PLYWOOD SPLINE.--------, ATTACH PANEL TO TIMBER FRAME SECURE OSB PANEL SKINS TO SPLINE MEMBERS W/ SIP FASTENERS 0 10" O.C. W/ 0.131 " DIA. x A" GALV. OR 5 PER 4' PANEL WIDTH. TYPICAL NAILS 0 6" O.C. OR EQU. UNLESS OTHERWISE NOTED. REQUIRED — MIN. 2" EMBEDDMENT INTO ALL TIMBERS APPLY CONT. BEAD OF EXPANDING Y2" DRYWALL LAMINATED TO FOAM SEALANT INTO FOAM CHANNEL STRUCTURAL PANEL SURFACE. W/ DRILL & FILL METHOD (SEE BELOW). TIMBER FRAME MEMBER. NOTE: IF PANEL IS ALREADY ROUTED FOR DBL. SPLINE CONDITION THAN INTERIOR SPLINE CHANNEL MAY BE USED AS WIRECHASE OR THE GAP SHOULD SIMPLY BE FILLED WITH EXPANDING FOAM SELANT. DRILL AND FILL METHOD: FROM EXTERIOR DRILL fib" DIA. HOLES IN PANEL CONNECTION ® 10" O.C. FOR WALL PANELS & 0 6" O.C. FOR ROOF PANELS ALONG ENTIRE LENGTH OF JOINT. INJECT FOAM INTO CAVITY FOR APPR. 5 SECONDS. FOAM MUST BE ALLOWED TO CURE FOR AT LEAST 24 HOURS BEFORE HARDENED FOAM BALLS ARE REMOVED FROM THE EXTERIOR. INJECT FOAM AS CLOSE AS POSSIBLE TO INTERIOR SKIN OF PANEL. CPANEL TYPE: DRYWALL CLAD APPLIED DIRECTLY TO THE FRAM SINGLE 3" WIDE PANEL SPLINE CONNECTION 0 TIMBER 3 II n c o r p O r aft a l SCALE: 1" = 1'—O" P.O.Box 185 ,West Chesteaeld,NH 03466 (603 ) 256-8800 EAVE SQUARE CUT OVERHANG ATTACHMENT (DATE: 7 - 16 - 2013) ATTACH PANEL TO TIMBER FRAME MEMBERS W/ SIP FASTENERS ® 10" O.C. OR 5 PER 4' PANEL WIDTH. TYPICAL UNLESS OTHERWISE NOTED. REQUIRED — MIN. 2" EMBEDDMENT INTO ALL TIMBERS. Nz" DRYWALL LAMINATED TO STRUCTURAL PANEL. STUFF EXPOSED PANEL EDGE W/ CONT. TIMBER FRAME MEMBER. 2x MATERIAL. SECURE OSB/DRYWALL PANEL SKINS TO 2x W/ 0.131" DIA. x 21¢" GALV. NAILS ® 6" O.C. OR EQU. CUT/INSTALL WALL PANELS SUCH THAT THERE IS A )z" GAP WHICH IS TO BE FILLED W/ A CONT. BEAD OF EXPANDING FOAM SEALANT. NOTE: ALL RED DOTS — APPLY CONTINUOUS %" DIA. BEAD OF MASTIC SEALANT BETWEEN 2x MEMBER & PANEL FOAM. PANEL TYPE: DRYWALL CLAD APPLIED DIRECTLY TO THE FRAME - - - PANEL EAVE CONNECTION DETAIL - TYPE #1 P A 0 E L SCALE: 1" = 1'-0" 1 n c o r p o r a t a d PA.Box 185, West ChestOeld, NH 03466 (D (603) 256-8800 TYPICAL CORNER CONNECTION DETAIL ( DATE: 7 - 16 - 2013) ATTACH PANEL TO TIMBER FRAME MEMBERS ST DRYWALL LAMINATED • STRUCTURAL PANEL SURFACE. W/ SIP FASTENERS 0 10" O.C. OR 5 PER 4' PANEL WIDTH. TYPICAL UNLESS TIMBER FRAME MEMBER. OTHERWISE NOTED. REQUIRED — MIN. 2" EMBEDMENT INTO ALL TIMBERS. STUFF EXPOSED PANEL EDGE W/ CUT/INSTALL PANELS SUCH THAT THERE CONT. 2x MATERIAL. SECURE IS A V GAP WHICH IS TO BE FILLED W/ OSB/DRYWALL PANEL SKINS TO 2x A CONT. BEAD OF EXPANDING FOAM SEALANT. MATERIAL W/ 0.131" DIA. x 2%" GALV. NAILS 0 6" O.C. OR EQU. NOTE: ALL RED DOTS — APPLY CONTINUOUS %" DIA. BEAD OF MASTIC SEALANT BETWEEN 2x MEMBER & PANEL FOAM. CPANEL TYPE: DRYWALL CLAD APPLIED DIRECTLY TO THE FRAME - - - - - - - - - - - - - - � PANEL CORNER CONNECTION DETAIL - TYPE #1 5 Incorp,oratted SCALE: 1" = 1'—O" P.O.Box 185,West Chedeft, NH 03466 (603) 266-8800 INSULATED DECK SILL CONNECTION (DATE: 7 - 16 - 2013) TIMBER FRAME MEMBER. ATTACH PANEL TO TIMBER FRAME MEMBERS W/ SIP FASTENERS @ 10" O.C. OR 5 PER 4' PANEL WIDTH. TYPICAL UNLESSy2" DRYWALL LAMINATED TO OTHERWISE NOTED. REQUIRED — MIN. 2" STRUCTURAL PANEL SURFACE. EMBEDMENT INTO ALL TIMBERS. ATTACH PANEL TO DECK SYSTEM W/ 2 ROWS OF SIP FASTENERS ® 10" O.C. OR 5 PER 4' PANEL WIDTH. TYPICAL UNLESS OTHERWISE NOTED. DECK SYSTEM BY OTHERS. a.. d, NOTE: ALL RED DOTS — APPLY CONTINUOUS %" DIA. BEAD OF MASTIC SEALANT BETWEEN 2x MEMBER & PANEL FOAM, [PANEL TYPE: DRYWALL CLAD APPLIED DIRECTLY TO THE FRAM PANEL SILL CONNECTION - TYPE 2 2 P A f incorporated SCALE: 1" = 1'-0" P.O.Box 1&5,WOCheste&ld,NH03466 (603 1 256-8800 ROUGH OPENING (DATE: 7 - 16- 2013) SECURE OSB PANEL SKIN TO SECURE OSB/DRYWALL PANEL SKIN TO 2x MATERIAL 2x MATERIAL W/ 0.131" DIA. x 2Yz' W/ DRYWALL SCREWS. SEE DRYWALL INSTALLATION GALV. NAILS ® 6" O.C. OR EQU. NOTES FOR SPECIFICATIONS. " DRYWALL LAMINATED TO STRUCTURAL PANEL SURFACE. NOTE: ALL RED DOTS — APPLY CONTINUOUS %" DIA, BEAD OF MASTIC SEALANT BETWEEN 2x MEMBER & PANEL FOAM. HEADER & SILL BLOCKING TO RUN BY VERTICAL JACKS ALL ROUGH OPENING BLOCKING MUST BE RUN CONT. LEAVE DOOR JACKS TERMPORARLY UNFASTENED SO THAT ELECTRICAL WIRES CAN BE RUN BETWEEN JACK & PANEL FOAM [PANEL TYPERYWALL CLAD APPLIED DIRECTLY TO THE FRAM] �� PANEL ROUGH OPENING EDGE DETAIL s P fl n f l SCALE: 1" = 1'-0" i n c o r p o r a t e d P.O.Boz 185 ,Wesl Chesle field,NH 03466 (603 1 256-8800 TYPICAL RIDGE ATTACHMENT (DATE: 7- 16-2013) CUT/INSTALL ROOF PANELS SUCH THAT THERE IS A Y2" GAP WHICH IS TO ATTACH PANEL TO TIMBER FRAME MEMBERS BE FILLED W/ A CONT. BEAD OF W1 SIP FASTENERS 0 10" O.C. OR EXPANDING FOAM SEALANT. 5 PER 4' PANEL WIDTH. TYPICAL UNLESS OTHERWISE NOTED. REQUIRED - MIN. 2" EMBEDDMENT INTO ALL TIMBERS. % Y2" DRYWALL LAMINATED TIMBER FRAME MEMBER. TO STRUCTURAL PANEL. PE ANEL TYPE: DRYWALL CLAD APPLIED DIRECTLY TO THE FRAM P fl R E L I PANEL RIDGE CONNECTION - TYPE #1 n c o r p o r a t e dP.O.Box 185,West Che8800 rft, NH 03466 SCALE: 1" = V-0" (603) 256-8800