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RC-0376-2018 • TOWN OF QUEENSBURY -,' 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-0376-2018 Tax Map No: 239.20-1-18 Permission is hereby granted to: Michael Serini, Sharon Serini For property located at: 2934 State Rte 9L 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 Type of Construction Owner Name: Michael Serini Single Family-New $250,000.00 Owner Address: 177 Chapel Hill RD Total Value $250,000.00 Highland,NY 12528 Contractor or Builder's Name/Address Electrical Inspection Agency Marando Construction 265 Woodscape DR Albany,NY 12203 Plans&Specifications Single-Family Dwelling w/gas FP 2,140 sq.ft. (no garage) Cross Ref. SP 11-2018&AV 11-2018 $ 767.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday,August 17,2019 (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 expiration date.) Dated at the To of Q sb / // F i . "i gust 17,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement . - �, Office Use Only - ,,v_ - ---- -ad/ ,-,-'- \ G 37� t, PRINCIPLE STRUCTURE PERMIT Permit#: '. APPLICATION Permit Fee: ;mot. ��,. 742 Bay Road,Queensbury, NV 12804. *Rec.Fee:$ fl (4 pre-G.6eS1-e,r 5 r (I P:.518-761-8256 vim/ .queer*-bury net Invoice#: 0$4.5 v Project Location: ,.6?,,..„W /1 11/1voiL,--_ Tax Map #: 0239r 0 ,6 —/— r Subdivision Name: TOWN BD:RESOLUTION 86-2013:$850 recreation fee for new dwelling units: single farm y.ndup a TAtmro=farnil , multiplefamily, apartments,condominiums, townhouses,and/or manufactured &modular ebutnotk a ile homes. This is in addition to the permit fee(s). CONTACT INFORMATION: bjJU2 L lj ' • Applicant: TOWN F QUEENSBURY COMMUNITY°3s.a :; MENT Name(s): 1 / �f ( fi 6 A 1 ; c) g.e,g,,,) 1� ,/ Mailing Address . /S/Z: /7 A Ape ( Hi�. �. f At i 1 Z/a1 i Ai I ,- 12.528 Cell Ph.: �`�� `'�-/i 0 V Land Line: 2 j No 6-an_ —( 7 ) —L 7 Email: S 5 c.t ,1 xi i/T__ '_m,c_01 J • Primary Owner(s): Name(s): A-00'LP 0.t1\ £ /3c i!P Mailing Address, C/S/Z: ; Cell Ph.:_( ) Land Line:_( ) Email: ' • Contractor(s): A /� Name(s): a. ,Aii -t funa -Ins t 'LL0 : 0 Mailing Address, C/S/Z: if ib eR/i ';')a,, i l h A-N� /) 7� /2 2--®-_ Cell Ph.: ( ) Land Line:_( ) Email: • Architect(s)iEngineer(s): 4, Name(s): bM 1)C i'. 710fTI e.,S ?t7L 7AicROtJ 41/7 Mailing Address, C/S/Z: /O3 iee // //V, - -/(1 tookk /i'f�+/) s Cell Ph.: ) /(9i®Q/ o' / "Lad Lin/_—( ) /ha) ikl / //S Email: /=,W -a O/v 0 R 1 /34(M p&e wit, go77,F---7 , /pramt`2 Qp Aild ,; leil Contact Person of ui ding &Code Compliance: 19 5e I n/ , Cell Ph.: (ey' )B Q �'g'� Land L" e: ( gi-C 4. //11 Email: SSE q / I 1 eemt,®i't - - Too Building&Code Enforcement Princinie Structure Revised March 2018 `6 PROJECT INFORMATION: TYPE: Commerc ial I Residential WORK CLASS: Single-Family Two-Family Multi-Family(#of ) • Townhouse Business Office Retail _Hotel/Motel _Industrial/Warehouse Garage(#of cars ) Other(describe ) STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 157 floor: /01 D 1ST floor: /7-- 2nd floor: /0 C) 2nd floor: 3rd floor: Total square feet: Basement(habitable space): Total square feet: 0L4 0 ADDITIONAL PROJECT INFORMATION: �1 r 1. Estimated Cost of Construction:$ X!56/0 0 v 2. Proposed use of the building: I1 i ! 114/- 3. If Commercial or Industrial, indicate the name of the business: / )- 4. Source of Heat(circle one): Gas Oil Propane Solar Other: 1/4itI Ai (Fireplaces need a separate Fuel Burning Appliances&Chimney Application,one per appliance) 5. Are there any structures not shown on the plot plan? YES er. xplain: 6. Are there any easements on the property? YES Q 7. SITE INFORMATION: // f a.What is the dimensions or acreage o he parcel? / ; 2''/ �e,Ft b. Is this a corner lot? YES NO c.Will the grade be changed as a result of the construction? YES NO d.What is the water source? PUBLIC PRIVATE WELL ki4K6 e. Is the parcel on SEWER or a PRIVATE SEPTIC system? /041 U/4 / MO Buildin¢&Cods Fnfnresmsnt Prinrinla Strurtura Ravicarl Marrh 7A1R 4 -- - "� DECLARATION: I. I acknowledge that no construction shall commence priorto issuance of a valid building perm and work will be completed within a 12 month period. 2. If the work is not completed by the 1year 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 t rue and complete statement and/or 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. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I understand that INve are required to provide an as-buiit 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: M D A �e#€U2/ yr' PRINT NAME: �� SIGNATURE: DATE: lf/r TOO Buildine&Code Enforcement Prinrinle Striitture Rauicod Marrh 701R DECLARATION: I. I acknowledge that no construction shall commence priorto issuance of a valid building perm and work will be completed within a 12 month period. 2. If the work is not completed 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 t rue and complete statement and/or 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.. I acknowledge that prior to occupying the facilities proposed #, or my agents, will obtain a certificate of occupancy. 5. I understand that Uwe are required to provide an as-built survey by a licensed land surveyor of ail newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: / //) /e SIGNATURE: - DATE: it ToQ Buildine&Code Enforcement arinrinla Stnsrhura Ravieari Marrh 7nie ~ u, Office Use Only ayt ��T 4:el: -- F' FUEL BURNING APPLIANCE & Permit#: RC— - 2-01e CHIMNEY APPLICATION Permit Fee:$ Invoice#: t'.t!of QLdeensbur 742 Bay Road, Queensbury, NY 12804 P: 518-761-8256 www.queenvbury.net Project Locationa9e,W O J 9 - Tax Map ID: io4,9y.0E6 — /—/ Room of Install: /P / d01( Planned Install Date: iO/i **ONE APPLICATI ON PER APPLIANCE** CONTACT INFORMATION: • Applicant: /' I Name(s): lU//4-el S`?P-/- 6A) Mailing Address C S/Z: IT) rA4/M.t l'4 1 -y la 14 I. -ii ,V1Y/251d' Cell Ph.:_(tW) 406—gm Land Line:_( �T,i) 2 g f/O Email: SS c/Z /i/'@ I/e_e_44 � fy • Primary Owner(s): Name(s): / 2t e Mailing Address, C/S/Z: Cell Ph.:_( ) Land Line:_( ) Email: • Installer/Builder: 601Name(s): '! //I� T/!pep / Mailing Address, C/S/Z: J/ / - / i%bi L U Q _ /14-i-fc— X_Ci - Cell Ph.: _(c.6/f) le 6 P —C O& Land Line: ( ) Email: flj:000 t.&c f-hiree_p/ e .60iti Contact Pers n f r Buil in &Code Compliance: G /!-/l CU?) Cell Ph.:_(Y,/l) ' 106 x Land Lin-: _( A) -2 8 of-(/ Email: 7�S ill�°t I' /�l/� ' - Qi'1 Town of Queensbury Building&Code Enforcement A FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: Stove /Fireplace Insert s Fireplace Fuel Fired Equipment(Garage Only,13"clearance per IMC304.3) /Fireplace, factory built** ** Manufacturer's Name:. V rbaLL-Z Model#: FP/6 SOUR OF HEAT: ood Coal Pellet Gas CHIMNEY INFORMATION: Masonry: block brick stone Flue: tie _Sili)steel size,in inches t5• • Material*: Vdouble-wall _ triple-wa II insulated (*Manufacturer's r-i rr-1 = Model#: --L- _eZ- ; ADDITIONAL INFORMATION: 1. Two inspections are required. A rough-in inspection,prior to installation and a final inspection,after installation. 2 Manufacturer's installation manual must be available at the time of inspection. 3 Masonry fireplaces & chimneys require plans to be submitted. 4 Twenty-four (24) hour notification is required for hspections. Declaration:Construction/installation must conform to NYS Fire Prevention&Building Code and/or manufacturer requirements.The applicant or owner agrees to comply with all applicable laws,ordinances,regulations and all conditions that are partofthese requirements and also will allow the inspector to enter the premises to perform the required inspections. - I have read and agree to the above: PRINT NAME: — 0//9' SIGNATURE : - Ci .TE: Fuel Burning Appliance&Chimney Application Ra- 37(2 - zo•, , •. •, Q � r,.. te Equipment, Inc. APR 12 2019 P.O. Box 6265 Syracuse, NY 13217 # I TOWN OF QUEENSBURY 315-254-6891 _ BUILDING&CODES 1 MAINTENANCE/SERVICE AGREEMENT FOR CLARUS FUSION Project Number: 177-2017-84 Owners Name: Sharon & Mike Serini Property Location: 2934 Route 9L, Lake George, NY 12845 Owners Mailing Address: 523 South Road, Milton, NY 12547 Email: sserini@hvecm.com Phone Number: 845-234-1104 and 845-406-1882 Term: 4 Years; 4-2-19 thru 4-23-23 Start Date: April 2, 2019 This Agreement will serve as acknowledgement that Onsite Equipment, Inc. (Onsite) will provide service on the Clarus Environmental, Inc. (Clarus) Fusion enhanced treatment unit at the above referenced property. Onsite will perform annual scheduled service checks of the Fusion for four years or until the first pump out is required. After this term, the owner must subscribe to the inspection and maintenance program. Applicable regulatory entity may be notified if the agreement is terminated at any time, regardless of the reason. Onsite will check the Fusion for proper operation and notify the owner of any deficiencies that need to be addressed. The cost associated with additional items including replacement of parts, pumping out accumulated foam/sludge or site grading is not included in this agreement. Property owner agrees to operate the unit in accordance with the manufactures recommendations as presented in the Fusion Owner's Manual. Owner may transfer the benefits of this Agreement to any purchaser or other person who acquires the property where the fusion is located. Onsite is not responsible to redo any service checks delayed or prevented as a result of limited access to the site, no electricity at the Fusion panel, or as a result of an Act of God. Property owner agrees to operate the unit in accordance with the manufactures recommendations as presented in the Fusion Owner's Manual. The undersigned agrees to the terms of this Inspection & Maintenance Agreement. Owner Date INSPECTION WORKSHEET (SEP-001778-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-0376-2018 Case Module:Permit Inspection Date:Thu Apr 4, 2019 Inspection Status:Partial Pass Inspector:John O'Brien Inspection Type:Septic Job Address:Parcel Number:2934 State Rte 9L Lake George, NY 12845 239.20-1-18 Contact Type Company Name Name Granted Permission Serini, Sharon Primary Owner Serini, Michael Applicant Serini, Sharon Primary Owner Serini, Sharon Builder Marando Construction Applicant Serini, Michael Granted Permission Serini, Michael Checklist Item Passed Comments Building Inspector Notes NO 11/7/17 Septic System Partial Approval-Field Only! 4/4/19 Septic System Partial Approval Remaining Items: - Provide Final Approval Letter from Engineer (Dennis MacElroy) - Provide Final Approval and Maintenance Agreement from Eric Murdock (On Site Engineering). - Final Electrical Inspection for Septic System. Soil Type: Sand YES Soil Type: Loam YES Apr 04, 2019 Page (1) Onsite Equipment, Inc. P.O. Box 6265 Syracuse, NY 13217 315-254-6891 MAINTENANCE/SERVICE AGREEMENT FOR CLARUS FUSION Project Number: 177-2017-84 Owners Name: Sharon & Mike Serini Property Location: 2934 Route 9L, Lake George, NY 12845 Owners Mailing Address: 523 South Road, Milton, NY 12547 Email: sserini@hvecm.com Phone Number: 845-234-1104 and 845-406-1882 Term: 4 Years; 4-2-19 thru 4-23-23 Start Date: April 2, 2019 This Agreement will serve as acknowledgement that Onsite Equipment, Inc. (Onsite) will provide service on the Clarus Environmental, Inc. (Clarus) Fusion enhanced treatment unit at the above referenced property. Onsite will perform annual scheduled service checks of the Fusion for four years or until the first pump out is required. After this term, the owner must subscribe to the inspection and maintenance program. Applicable regulatory entity may be notified if the agreement is terminated at any time, regardless of the reason. Onsite will check the Fusion for proper operation and notify the owner of any deficiencies that need to be addressed. The cost associated with additional items including replacement of parts, pumping out accumulated foam/sludge or site grading is not included in this agreement. Property owner agrees to operate the unit in accordance with the manufactures recommendations as presented in the Fusion Owner’s Manual. Owner may transfer the benefits of this Agreement to any purchaser or other person who acquires the property where the fusion is located. Onsite is not responsible to redo any service checks delayed or prevented as a result of limited access to the site, no electricity at the Fusion panel, or as a result of an Act of God. Property owner agrees to operate the unit in accordance with the manufactures recommendations as presented in the Fusion Owner’s Manual. The undersigned agrees to the terms of this Inspection & Maintenance Agreement. __________________________________ ___________________ Owner Date INSPECTION WORKSHEET (SEP-001778-2019) Checklist Item Passed Comments Type of Water: Municipal / Well Water YES Lake George Waterline separation distance YES Absorbtion Fields: Total Length YES Absorption Leach Bed Septic system field above flood plain YES Length of Each Trench YES 3@28' Depth of Trenches YES Bed depth 24" Size of Stone YES #2 Building to Tank YES 4" sch40 Tank to Distribution Box YES Pump tank to distribution box 2" sdr21 Distribution box to Field / Pit YES 4" pvc to 4" perforated pvc Opening Sealed:YES End Cap YES InletOutlet Pipes & Baffles YES Clarius Tank Manholes 12 or less below grade YES [Provide extension collar if Yes]YES Locations / Separations YES Apr 04, 2019 Page (2) INSPECTION WORKSHEET (SEP-001778-2019) Checklist Item Passed Comments Foundation to Tank YES 10.5' Foundation to Absorption YES 28' Conforms as per Plot Plan YES Provide a certified septic as-built once project is complete. -Configuration of leach bed -Relocation of Septic Tank and Pumpstation Engineer Report and As-Built NO Provide Final Approval from the engineer(Dennis MacElroy). Provide a certified septic as-built once project is complete. -Configuration of leach bed -Relocation of Clarius Fusion 450 ETU Tank and Pump-station. - Provide Final Approval Letter from Engineer (Dennis MacElroy) - Provide Final Approval and Maintenance Agreement from Eric Murdock (On Site Engineering). ETU Maintenance Contract provided NO Provide maintenance agreement contract for Clarius System. Location of system on property YES Apr 04, 2019 Page (3) INSPECTION WORKSHEET (SEP-001778-2019) Checklist Item Passed Comments System Use Status NO 11/7/17 Septic System Partial Approval-Field Only! Remaining Items -Witness operation of pump and alarm system. -Provide Final Electrical inspection. -Complete installation of Clarius Tank and Pump-Station -Provide Final Approval from the engineer(Dennis MacElroy). -Provide maintenance agreement contract for Clarius System. -Provide a certified septic as-built once project is complete. OK TO BACKFILL LEACH BED! 4/4/19 Septic System Partial Approval Remaining Items: - Provide Final Approval Letter from Engineer (Dennis MacElroy) - Provide Final Approval and Maintenance Agreement from Eric Murdock (On Site Engineering). - Final Electrical Inspection for Septic System. Apr 04, 2019 Page (4) O'Brien, John (Inspector) E b -� v �I PROJECT dESCRiPTIONIREVIS10N THE NEW OWNERS OF THE PROPERTY AT 2934 RT. 9L (DUNHAMS BAY) REPLACED THE EXISTING 1020 j ` SF (FOOTPRINT) TWO STORY RESIDENCE WITH A � #t D-BOX NEW 1,404 SF (FOOTPRINT) TWO STORY RESIDENCE, SEE DETAIL i � CL� c DUE TO SITE CONDITIONS, ORIENTATION OF THE f Lu PROPOSED WASTEWATER SYSTEM NEEDED TO BE i 2 PVC SDR-2�� AS BUILT Z Q ADJUSTED. CONDITIONS HAVE BEEN FIELD EXISTING LOCATION OF �-- ` 1 ° ADJUSTED AND DIFFER FROM THE APPROVED SITE I CLARUS & PUMP TANK > cc FORCE MAIN � PLAN. THE AS-BUILTS SHOWN ON THIS PLAN J CONTROL PANELS a. a. }` SHEET REFLECT THE CURRENT WASTEWATER >�,�,,�„�,�.,�. , a� CONDITIONS ON SITE. 1 z BUILDING ,�-._W �.. I FOOTPRINT „... EXISTING ,"s LANDS N/F 5BBSSORPTION FIELD REGORY F. FRANCIS uj B OK 4770 PAGE 227 TA ID. 239.20-1-19 ABSORPTION BED-500 SF (,j� z 0 N i LA E WATER SUPPLY 3 LATERALS AT 28 LF EACH = D }- { _ 0 L L A K E 7- RE - 86 29'30 __ -- -- -- IPF z Z LL. G GEflRGE rP - - a W uj 2 P �- ---- I M N r m N ljoL o0 0 00000 , , WW ° '�1 - �^ O�- 4 'Qt�' 1; o� 'C o S i CD L <� N WU) CONCR TE I M W N 81.0'ts TEPs W� r© "76.6' p `` �'' DOCK a CDi ( . .. 1 F.F. .374 o 1/ a a oo OI IN yoCD 'Z /PF° CN y _ _ _ W V ---- --- -- -- --- ---- -- c �'- W } (n as 1 ' LANDS W N h WILL ¢ IAM CALOGLOGERO Q ' PATRICIA CAL OGERO W RAMS J BOOK 834 PAGE 171 GRAVEL DRIVE ,/ W �" Q OTTAGE TAX ID. 239.20-1-17 IPF ' (n � ( 3 '(r LAKE WATER SUPPLY - ---- --- O �,J -_ - H EXISTING LOCATION OF w LL Q v�r 50 FOOT SETBACK _ -— ---- --- urp 1,000 GAL CONCRETE B W Z FROM SHORELINE PUMP TANK ° ry M w W 0) 0 a- N }— I— $ z EXISTING LOCATION OF CLARUS ►� 450 TREATMENT TANK RECORD OF WORK DATE BY y NM73 WASTEWATER AS BUILTS 4/1/19 DM W J NOTE: W STORMWATER DEPRESSION, 1. WATER SUPPLY FOR THIS RESIDENCE TO BE -j REFER TO FROM LAKE GEORGE (NO WELL) SCALE: SHEET 7 �'� _ �O' � 2. WATER SUPPLY FOR NEIGHBORING PROPERTIES ix GRAPHIC SCALE TO NORTH AND SOUTH FROM LAKE GEORGE SHEET TITLE: >- 3. NO WATER SUPPLY WELLS ARE LOCATED WITHIN M 100 FEET OF THE PROPOSED SYSTEM AS BUILT WASTEWATER z PLAN w 30 25 20 15 10 5 0 15 30 60 C3 (►N FEET) SHEET NO. of 1 INCH = 30 FT, .� oc Q-� -- • Zo t v NORTH EAST BUILDING PERFORMANCE ADVISORS Serving the Capital District, Saratoga and Adirondack Regions March 7, 2019 7 Rocky Ridge, Warrensburg2NY.12885 ._,a 1 4 tf a 1 'Y1 '. Sharon Serini ' In 7.C, t 2934 State Route 9L F MAR 0 8 2013 Queensbury,NY 12804 TIL.1 RE: Blower Door Test for NYS Building Code, Town of Queensbu jr, � Mr. Sharon Serini: After inspection of the New 2 Story Home at 2934 State Route 9L, Queensbury,New York and completion of a Blower Door Test consistent with the practice of depressurization to 50 Pascal in a winter condition with the exterior windows and doors shut and the interior doors to all the rooms open, my observations are as follows: ❖ This home tested passed the current New York State Building Code for Air Changes per Hour @ 50 Pascal of less than or equal to 3 ACH/50 (for Homes permitted after November 1st, 2016). The tested number is 0.67 ACH/50 Pascal. ❖ The total volume of conditioned space at 2934 State Route 9L is 47872 cubic feet taking into consideration all conditioned space in the home. The cubic feet per minute @ 50 Pascal was 535 CFM/50. The height correction factor for New York State is 15.4 for a two story building, as such the tested home @ 2934 State Route 9L has the natural rate of air exchange of 0.192 air changes per hour/natural or 34.7 cfm natural infiltration credit based on the blower door test. ❖ In the latest(2013) version of ASHRAE 62.2, high-performance homes need to be ventilated at 7.5 cfm per bedroom+ 1, plus 3 cfm per 100 square feet. That means for 3+1 bedrooms it would need 2140 sq ft/100 times 3 cfm= 64.2 cfm+ 30 cfm or 94.2 cfm total. It would also be advantageous to use the bathroom and kitchen fans to help control humidity and improve indoor air quality. ❖ My credentials are as follows: ➢ BPI Certified Building Analyst ➢ BPI Certified Envelope Specialist ➢ BPI Certified Heating Professional ❖ If you have any questions regarding my findings please feel free to contact me. Sincerely, cr c ki raw vte' 1.888.472.2774 7 Rocky Ridge Road 4A Vatrano Drive Warrensburg,NY 12885 Albany,NY 12205 Phone (518)623.7016 Phone (518)350.2941 Fax(518)623.7015 Fax (518)694.0102 INSPECTION WORKSHEET (BINS-001358-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-0376-2018 Case Module:Permit Inspection Date:Fri Mar 8, 2019 Inspection Status:Partial Pass Inspector:John O'Brien Inspection Type:Building Insulation Job Address:Parcel Number:2934 State Rte 9L Lake George, NY 12845 239.20-1-18 Contact Type Company Name Name Granted Permission Serini, Michael Granted Permission Serini, Sharon Applicant Serini, Michael Applicant Serini, Sharon Builder Marando Construction Primary Owner Serini, Michael Primary Owner Serini, Sharon Checklist Item Passed Comments Mar 08, 2019 Page (1) INSPECTION WORKSHEET (BINS-001358-2019) Checklist Item Passed Comments Building Inspector Notes NO 1/2/19 Insulation Partial Approval Remaining Items: - Blower Door Test - Provide letter from foam insulation installer stating what insulation was installed and the R values associated with roof, box area and walls. Note: Intumescent paint applied over insulation in accessible attic. 1/9/19 Insulation Partial Approval - Received letter from foam insulation installer (Northeast Spray Foam)stating what insulation was installed and the R values associated with roof, box area and walls. Walls R22, Ceiling R49 Remaining Items : - Blower Door Test - Verify intumescent coating on foam insulation installed in ceiling. 3/8/19 Insulation Partial Approval - Received Blower Door Test! Remaining Item: - Verify intumescent coating on foam insulation installed in ceiling. Proper Vent, Attic Vent YES Hot Roof Mar 08, 2019 Page (2) INSPECTION WORKSHEET (BINS-001358-2019) Checklist Item Passed Comments Insulation Residential Check Commercial Check YES 1/2/19 Insulation Partial Approval Remaining Items: - Blower Door Test - Provide letter from foam insulation installer stating what insulation was installed and the R values associated with roof, box area and walls. Note: Intumescent paint applied over insulation in accessible attic. 1/9/19 Insulation Partial Approval - Received letter from foam insulation installer (Northeast Spray Foam)stating what insulation was installed and the R values associated with roof, box area and walls. Walls R22, Ceiling R49 Remaining Items : - Blower Door Test - Verify intumescent coating on foam insulation installed in ceiling. Mar 08, 2019 Page (3) O'Brien, John (Inspector) INSPECTION WORKSHEET (BINS-007536-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-0376-2018Case Module:Permit Inspection Date:10/25/2018Inspection Status:Passed Inspector:John O'BrienInspection Type:Building Foundation Job Address:2934 State Rte 9LParcel Number:239.20-1-18 Lake George, NY 12845 Contact TypeCompany NameName ApplicantSerini, Michael ApplicantSerini, Sharon BuilderMarando Construction \[Marando Construction \] , Granted PermissionSerini, Michael Granted PermissionSerini, Sharon Primary OwnerSerini, Michael Primary OwnerSerini, Sharon Checklist ItemPassedComments Building Inspector NotesYES10/23/18 Monolithic Slab Approved - Reinforcing Approved - Foundation Insulation Under Slab Approved - Poly Under Slab Approved - 24" diameter sonotubes for porch piers. Remaining Items: - Perimeter Foundation Insulation - Backfill Perimeter 10/25/18 Foundation Insulation and Backfill Approved - Perimeter Foundation Insulation Approved FootingsYES PiersYES- 24" diameter sonotubes for porch piers. Monolithic SlabYES10/23/18 Monolithic Slab Approved - Reinforcing Approved - Foundation Insulation Under Slab Approved - Poly Under Slab Approved - 24" diameter sonotubes for porch piers. Oct 25, 2018Page (2) INSPECTION WORKSHEET (BINS-007536-2018) Checklist ItemPassedComments Reinforcement in PlaceYES10/23/18 Monolithic Slab Approved - Reinforcing Approved - Foundation Insulation Under Slab Approved - Poly Under Slab Approved - 24" diameter sonotubes for porch piers. Backfill ApprovalYES Plumbing Under SlabYES PVC / Cast / CopperYESPVC Foundation Insulation Interior / ExteriorYESPartial-Under Slab Only! 10/25/18 Foundation Insulation and Backfill Approved - Perimeter Foundation Insulation Approved Rough Grade 6 inch drop within 10 ft.YES Poly Under SlabYES10/23/18 Monolithic Slab Approved - Reinforcing Approved - Foundation Insulation Under Slab Approved - Poly Under Slab Approved - 24" diameter sonotubes for porch piers. O'Brien, John (Inspector) Oct 25, 2018Page (3) INSPECTION WORKSHEET (BINS-000251-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-0376-2018Permit Case Number:Case Module: Wed Jan 9, 2019Partial Pass Inspection Date:Inspection Status: John O'BrienBuilding Insulation Inspector:Inspection Type: 2934 State Rte 9L239.20-1-18 Job Address:Parcel Number: Lake George, NY 12845 Contact TypeCompany NameName Granted PermissionSerini, Sharon Primary OwnerSerini, Michael ApplicantSerini, Sharon ApplicantSerini, Michael BuilderMarando Construction Granted PermissionSerini, Michael Primary OwnerSerini, Sharon Checklist ItemPassedComments Jan 09, 2019Page (1) INSPECTION WORKSHEET (BINS-000251-2019) Checklist ItemPassedComments Building Inspector NotesNO1/2/19 Insulation Partial Approval Remaining Items: - Blower Door Test - Provide letter from foam insulation installer stating what insulation was installed and the R values associated with roof, box area and walls. Note: Intumescent paint applied over insulation in accessible attic. 1/9/19 Insulation Partial Approval - Received letter from foam insulation installer (Northeast Spray Foam)stating what insulation was installed and the R values associated with roof, box area and walls. Walls R22, Ceiling R49 Remaining Items : - Blower Door Test - Verify intumescent coating on foam insulation installed in ceiling. Proper Vent, Attic VentYESHot Roof Insulation Residential Check Commercial CheckYES1/2/19 Insulation Partial Approval Remaining Items: - Blower Door Test - Provide letter from foam insulation installer stating what insulation was installed and the R values associated with roof, box area and walls. Note: Intumescent paint applied over insulation in accessible attic. 1/9/19 Insulation Partial Approval - Received letter from foam insulation installer (Northeast Spray Foam)stating what insulation was installed and the R values associated with roof, box area and walls. Walls R22, Ceiling R49 Remaining Items : - Blower Door Test - Verify intumescent coating on foam insulation installed in ceiling. Jan 09, 2019Page (2) INSPECTION WORKSHEET (BINS-000251-2019) Checklist ItemPassedComments Blower Door TestNO O'Brien, John (Inspector) Jan 09, 2019Page (3) �- — c.37‘— 2_o`1� C © EIWI1E 0 Insulation Certificate JAN 09 2019 TOWN DING& Y CODES DO NOT REMOVE. PLEASE POST NEAR ELECTRICAL PANEL. This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC - N1101.2, N1101.4, N1101.8 2009 IRC - N1101.2, N1101.4, N1101.8 2012 IRC - N1101.3, N1101.7, N1101.12 The following spray polyurethane foam product(s) has/have been installed. ❑ Classic Classic Plus ❑ ProSeal ❑ ProSeal Eco ❑ MD-C-200 ❑ Other Please consult International Building Code (IBC), Chapter 26 - Plastic and International Residential Code (IRC) 2006 IRC R314, 2009 IRC R316, 2012 IRC R316 - Foam Plastics for specific requirements. The aforementioned Icynene spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness" Attic Area R- at /2 inches Sloped Ceilings R- at inches Walls (location): 0,1) Flc il e t ; ,r R- )Z/- at _5 5- inches Walls (location): R- at inches Floors (over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): R- at inches *Nominal thicknesses are representative of field,spray-applied foam material. Leg )< (re 0 Cy, Jobsite Address 93 5+ -ie Zoct-,-e g L 61.1 fi°.,S tc-,/ Date of Insulation Installation l2 — Z 6 - / - (Z - 3/ - Building Contractor /V\,'K Insulation Contractor 1Jc TLer"S .5 prt y Insulation Contractor Phone . 1/ — Z.3 -- ?01 D Installed By (iJG S Pre,- 4oc.,,rh ed D SI ��er a,i -Poe,m T - . (+4--i'C. - Icynene Inc. 674T Campobello Road ® Mississauga,Ontario L5N 2L7 Canada k ICYNENE Ph: 1.800.758.7325 • ICYNENE.COM SL-601 • Updated April 2015 The Evolution of Insulation ESICC Most Widely Accepted and Trusted EVALUATION SERVICE Coopeatxm w,rn 5 l Innovation RESEARCH E S R-3 7 O 2 ICC-ES Evaluation Report Reissued 02/2017 Revised 11/2018 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org This report is subject to renewal 02/2019. DIVISION: 09 00 00—FINISHES SECTION: 09 96 43—FIRE-RETARDANT COATINGS REPORT HOLDER: INTERNATIONAL FIREPROOF TECHNOLOGY INC. / PAINT TO PROTECT INC. EVALUATION SUBJECT: DC 315 COATING LiEThICC ICC ICC PMG LISTED "2014 Recipient of Prestigious Western States Seismic Policy Council 1111111111 MAPONAL (WSSPC)Award in Excellence" A Subsidiary of FcouNcir ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. ANSI There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this AU:kED;TIC report, or as to anyproduct covered bythereport. sonE�"�� P Copyright° 2018 ICC Evaluation Service, LLC. All rights reserved. ESICC EVAlUAT10N SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3702 Reissued February 2017 Revised November 2018 This report is subject to renewal February 2019. www.icc-es.org I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 09 00 00—FINISHES containers, and has a shelf life of three (3) years when Section: 09 96 43—Fire-Retardant Coatings stored in factory-sealed containers at temperatures between 50°and 100°F (10 and 38°C). REPORT HOLDER: 4.0 DESIGN AND INSTALLATION INTERNATIONAL FIREPROOF TECHNOLOGY INC./ 4.1 Installation—General: PAINT TO PROTECT INC. DC 315 must be applied in accordance with the manufacturer's published application instructions and this EVALUATION SUBJECT: report. A copy of the instructions must be available on the job site at all times. DC 315 COATING DC 315 must be mechanically mixed prior to application. 1.0 EVALUATION SCOPE The coating is applied to the required thickness using spray equipment, a brush or a roller having a medium nap. Compliance with the following codes: Surfaces to be coated must be inspected in accordance • 2015, 2012, 2009 and 2006 International Building with the manufacturer's published installation instructions Code®(IBC) and must be dry, clean, and free of dirt, loose debris and • 2015, 2012, 2009 and 2006 International Residential other substances that could interfere with the adhesion of Code®(IRC) the coating. The coating must not be applied when the ambient or surface temperature is below 50°F (10°C) or Properties evaluated: above 90°F (32° C) and relative humidity of not more than • Application without a prescriptive thermal barrier 65%. The manufacturer must be consulted for specific application conditions. • Physical properties The DC 315 coating may be applied over spray-applied 2.0 USES foam plastic insulation without covering the coated DC 315 is a liquid-applied coating intended for application assembly with the thermal barrier prescribed in IBC over the surface of spray-applied foam plastic insulation Section 2603.4 and IRC Section R316.4 (2006 IRC Section recognized in an ICC-ES evaluation report as complying R314.4). with ICC-ES Acceptance Criteria for Spray-applied Foam The DC 315 primer and DTM Bonding Primer, when Plastic Insulation (AC377). The coated assembly may be used as part of the assemblies listed in Table 1, must be left exposed to the interior of the building without the installed in accordance with the manufacturer's published application of a code-prescribed thermal barrier when installation instructions. installed as described in this report. 5.0 CONDITIONS OF USE 3.0 DESCRIPTION The DC 315 coating described in this report complies with, DC 315 is a single-component, water-based, liquid-applied or is a suitable alternative to what is specified in, those intumescent coating. The coating is supplied in 5-gallon codes listed in Section 1.0 of this report, subject to the (19 L) pails and 55-gallon (208 L) drums, and has a shelf following conditions: life of one (1) year when stored in factory-sealed 5.1 Application must comply with this report, the containers at temperatures between 50° and 80°F (10 and manufacturer's published installation instructions, and 27°C). the applicable code. A copy of the installation DC 315 Primer is a liquid-applied primer, manufactured instructions must be on the job site during application by International Fireproof Technology, Inc. / Paint to of the coating. In the event of a conflict, this report Protect, and is supplied in 1-and 5-gallon (3.8 and 18.9 L) and the code govern. pails, and has a shelf life of 2 years when stored in factory- 5.2 The application of additional interior finishes over the sealed containers at temperatures between 50° and 80°F DC 315 coating is limited to interior/exterior satin latex (10 and 27°C). paint applied at an average wet film thickness of DTM Bonding Primer is a waterborne, acrylic emulsion, 8.0 mils (0.20 mm). The use of this interior finish in bonding primer manufactured by Sherwin-Williams. The conjunction with the vapor retardant coating in Item primer is supplied in 1- and 5-gallon (3.8 and 18.9 L) 5.3 is outside the scope of this report. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 6 ESR-3702 I Most Widely Accepted and Trusted Page 2 of 6 5.3 Application of a vapor retardant coating with the DC Spray-applied Foam Plastic Insulation Installed without a 315 coating is limited to use of moisture vapor barrier Code-prescribed Thermal Barrier (AC456), dated October interior/exterior coating consisting of 30% silicone 2015, including room corner fire testing in accordance with alkyd having a VOC (less exempt solvents) of no NFPA 286. more than 340 g/L (2.8 lb/gal) and a volume solids 7.0 IDENTIFICATION content of 62% applied at a maximum average wet film thickness of 8 mils (0.20 mm). The use of this 7.1 All containers of DC 315 coating must be labeled with vapor retardant coating in conjunction with the interior the manufacturer's name (International Fireproof finish in Item 5.2 is outside the scope of this report. Technology Inc. / Paint to Protect Inc.) and address; the 5.4 Recognition in this report is for the specific product name; the date of manufacture, the shelf life or assemblies and spray-applied foam plastic insulations expiration date; the manufacturer's instructions for described in Table 1. The spray-applied foam application, and the evaluation report number(ESR-3702). plastic insulation must be installed in accordance with The spray-applied foam plastic insulations must be the requirements set forth in the specific ICC-ES labeled in accordance with the applicable evaluation report evaluation report noted. For spray-applied foam (see Table 1). plastic insulation that is not covered in an ICC-ES 7.2 The report holder's contact information is the evaluation report, the evaluation is limited as noted in following: Table 1, Footnote 3. 5.5 The coating is manufactured in Taoyuan, Taiwan and INTERNATIONAL FIREPROOF TECHNOLOGY INC. Irvine, California, under a quality control program with 1 PAINT PROTECT INC. 7528 VON KARMAN AVENUE inspections by ICC-ES. IRVINE, CALIFORNIA 92614 6.0 EVIDENCE SUBMITTED (949)975-8588 Reports of testing in accordance with the ICC-ES www.painttoprotect.com Acceptance Criteria for Fire-Protective Coatings Applied to ptp(apainttoprotect.com TABLE 1—USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER INSULATION TYPE MAXIMUM MAXIMUM DC 315 COATING MINIMUM TEST METHOD THICKNESS(in.) THICKNESS(in.) MINIMUM THICKNESS' THEORETICAL (Vertical (Overhead (Applied to all Foam APPLICATION Surfaces) Surfaces) Surfaces) RATE OF COATING2 Accella Polyurethane 12 mils DFT Systems Ecobay 71/4 71/4 18 mils WFT 1.12 gal/100 ft2 (See Note 3) Accella Polyurethane 14 mils DFT Systems Bayseal OC 10 111/2 22 mils WFT 1.37 gal/100 ft2 (See Note 3) Accella Polyurethane 12 mils DFT 2 Systems Bayseal CC 71/4 71/4 18 mils WFT 1.12 gal/100 ft2 Note 3) NFPA 286 Accella Polyurethane 12 mils DFT Systems Bayseal CCX 71/4 71/4 18 mils WFT 1.12 gal/100 ft2 (See ESR-2072) Accella Polyurethane 13 mils DFT Systems Bayseal CCX 71/2 91/2 20 mils WFT 1.25 gal/100 ft2 (See ESR-2072) Accella Polyurethane 12 mils DFT Systems Bayseal CC HFO 71/4 71/4 18 mils WFT 1.12 gal/100 ft2 (See Note 3) Accella Polyurethane 12 mils DFT z Systems Bayseal CC 6 6 18 mils WFT 1.12 gal/100 ft2 1715 (See Note 3) Accella Polyurethane Systems Bayseal CCX(Next 71/z 91/2 13 mils DFT 1.25 gal/100 ft2 Generation) 20 mils WFT (See Note 3) Accella Polyurethane Systems Premium 8 12 13 mils DFT 1.25 gal/100 ft2 Foamsulate 50 N-IB OC 20 mils WFT (See Note 3) NFPA 286 Accella Polyurethane Systems Premium 71/z 111/2 12 mils DFT 1.12 gal/100 ft2 Foamsulate 220 OC18 mils WFT (See Note 3) Accella Quadrant NatureSeal 12 mils DFT 2 700 OCX 81/2 131/2 18 mils WFT 1.12 gal/100 ft2 Note 3) (Continued) ESR-3702 I Most Widely Accepted and Trusted Page 3 of 6 INSULATION TYPE MAXIMUM MAXIMUM DC 315 COATING MINIMUM TEST METHOD THICKNESS(in.) THICKNESS(in.) MINIMUM THICKNESS' THEORETICAL (Vertical (Overhead (Applied to all Foam APPLICATION Surfaces) Surfaces) Surfaces) RATE OF COATING2 Quadrant Technologies 12 mils DFT NexGen 2.0 8 10 18 mils WFT 1.12 gal/100 ft2 (See Note 3) Quadrant Technologies 12 mils DFT QuadFoam 2.0 71/2 111/2 18 mils WFT 1.12 gal/100 ft2 (See Note 3) Barnhardt Manufactuing Co. dba NCFI Polyurethanes 81/4 10'/a 12 mils DFT 1.12 gal/100 ft2 Insulbloc 18 mils WFT (See ESR-1615) Barnhardt Manufacturing Co. 12 mils DFT dba NCFI Sealite OCX 10 14 18 mils WFT 1.12 gal/100 ft2 (See Note 3) BASF Enertite NM 71/z 141/2 12 mils DFT 1.12 gal/100 ft2 (See ESR-3102) 18 mils WFT BASF Spraytite 158 51/2 71/2 13 mils DFT 1.25 gal/100 ft2 (See ESR-2642) 20 mils WFT BASF Spraytite 81205 51/2 71/2 13 mils DFT 1.25 gal/100 ft2 (See ESR-2642) 20 mils WFT DC 315 primer 3 mils DFT/4 mils WFT 0.25 gal/100ft2 BASF Spraytite 178 51/2 71/2 & & (See ESR-2642) DC 315 1.0 gal/100 ft2 11 mils DFT/16 mils WFT DC 315 primer 3 mils DFT/4 mils WFT 0.25 gal/100ft2 BASF Spraytite 81206 51/2 71/2 & & (See ESR-2642) DC 315 1.0 gal/100 ft2 11 mils DFT/16 mils WFT DC 315 primer 3 mils DFT/4 mils WFT 0.25 gal/100 ft2 NFPA 286 BASF Walltite US 51/2 71/2 & & (See ESR-2642) DC 315 1.0 gal/100 ft2 11 mils DFT/16 mils WFT DC 315 primer 3 mils DFT/4 mils WFT 0.25ga1/100ft2 BASF Walltite US-N 51/2 71/2 & & (See ESR-2642) DC 315 1.0 gal/100 ft2 11 mils DFT/16 mils WFT DC 315 primer 3 mils DFT/4 mils WFT 0.25 gal/100 ft2 BASF Walltite HP+ 51/2 71/2 & & (See ESR-2642) DC 315 1.0 gal/100 ft2 11 mils DFT/16 mils WFT BASF Spraytite SP 51/2 71/2 13 mils DFT 1.25 gal/100 ft2 (See ESR-2642) 20 mils WFT CertainTeed 14 mils DFT CertaSpray CC 51/2 91/2 22 mils WET 1.40 gal 1100 ft2 (See ESR-3758) CertainTeed 14 13 mils DFT 1.25 gal/100 ft2 CertaSpray X OC 5/a 20 mils WFT (See Note 3) _ DC 315 primer Chemical Brothers 3 mils DFT/4 mils WFT 0.25 gal/100 ft2 Quadfoam 500 OC 8 12 & & (See Note 3) 11 mils DFT1516 mils 1.0 gal/100 ft2 WFT DAP Foam,Inc 13 mils DFT Touch N'Seal Class i 31/2 31/2 20 mils WET 1.25 gal/100 ft2 (See ESR-3052) (Continued) ESR-3702 I Most Widely Accepted and Trusted Page 4 of 6 INSULATION TYPE MAXIMUM MAXIMUM DC 315 COATING MINIMUM TEST METHOD THICKNESS(in.) THICKNESS(in.) MINIMUM THICKNESS' THEORETICAL (Vertical (Overhead (Applied to all Foam APPLICATION Surfaces) Surfaces) Surfaces) RATE OF COATING2 DAP Foam, Inc Touch N'Seal Professional 3'/2 31/2 13 mils DFT 1.25 al/100 ft2 Class i 20 mils WFT g (See ESR-3052) Demilec Agribalance 71/2 11'/2 12 mils DFT 1.25 gal/100 ft2 (See ESR-2600) 18 mils WFT Demilec APX 8 10 13 mils DFT 1.25 gal/100 ft2 (See ESR-3470) 20 mils WFT Demilec Heatlok Soy 200+ 12 mils DFT (See ESR-3210) 71/2 11 /2 18 mils WFT 1.125 gal/100 ft2 Demilec HFO 71/2 111/2 12 mils DFT 1.125 gal/100 ft2 (See ESR-4076) 18 mils WFT Demilec Sealection 500 71/2 11'/2 12 mils DFT 1.125 gal/100 ft2 (See ESR-1172) 18 mils WFT Demilec XT-s 71/2 111/2 12 mils DFT 1.125 gal/100 ft2 (See ESR-3824) 18 mils WFT Demilec XT-w 71/2 111/2 12 mils DFT 1.125 gal/100 ft2 (See ESR-3883) 18 mils WFT DC 315 primer 3 mils DFT/4 mils WFT 2 Dow Styrofoam CM2045 1 & 0.25 gal/100 ft (See ESR-2670) 9/2 9/2 DC 315 & ft2 12 mils DFT/18mils 1.12ga1/100 WFT Elastochem Insulthane 71/4 71/4 12 mils DFT 1.125 gal/100 ft2 (See Note 3) 18 mils WFT EnergyOne America EOA 500 111/2 111/2 12 mils DFT 1.125 gal/100 ft2 (See ESR-3375) 18 mils WFT Gaco Western 1850 CC 71/2 71/2 12 mils DFT 1.12 gal/100 ft2 (See Note 3) 18 mils WFT Gaco Western GacoFireStop2 F5001 OC 18 18 12 mils DFT 1.12 gal/100 ft2 NFPA 286 (See Note 3) 18 mils WFT Gaco Western 12 mils DFT GacoProMax F5002 OC 18 18 18 mils WFT 1.12 gal/100 ft2 (See Note 3) General Coatings Ulrathane 13 mils DFT 050 8 10 1.25 gal/100 ft2 (See Note 3) 20 mils WFT DTM Bonding Primer General Coatings Ultrathane 3 mils DFT/4 mils WFT 9 0.25 gal/100 ft2 230 51/2 71/2 DC 315 & (See Note 3) 1.12 gal/100 ft2 12 mils DFT/18 mils WFT Guardian Energy Technologies 13 mils DFT Foam it Green 3/2 31/2 20 mils WFT 1.25 gal/100 ft2 (See Note 3) ICP Adhesives Handi-Foam E84 Class 1(A) 3'/2 31/2 13 mils DFT 1.25 gal/100 ft2 (See ESR-2717) 20 mils WFT Henry Permax 2.0X 71/4 91/4 12 mils DFT 1.125 gal/100 ft2 (See ESR-3647) 18 mils WFT Henry Permax 2.0X Fast 71/4 91/4 12 mils DFT 1.125 gal/100 ft2 (See ESR-3647) 18 mils WFT Henry Permax 1.8 111/4 111/4 14 mils DFT 1.31 gal/100 ft2 (See Note 3) 21 mils WFT Henry Permax 0.5 111/2 11'/2 12 mils DFT 1.12 gal/100 ft2 (See Note 3) 18 mils WFT Icynene Classic,Classic 13 mils DFT Max&Classic Max Select 6 14 1.25 gal/100 ft2 (See ESR-1826) 20 mils WFT Icynene Classic Plus 61/2 111/2 13 mils DFT 1.25 gal/100 ft2 (See ESR-1826) 20 mils WFT (Continued) ESR-3702 I Most Widely Accepted and Trusted Page 5 of 6 INSULATION TYPE MAXIMUM MAXIMUM DC 315 COATING MINIMUM TEST METHOD • THICKNESS(in.) THICKNESS(in.) MINIMUM THICKNESS' THEORETICAL (Vertical (Overhead (Applied to all Foam APPLICATION Surfaces) Surfaces) Surfaces) RATE OF COATING2 Icynene MD-C-200 13 mils DFT 6 10 1.25 gal/100 ft2 (See ESR-3199) 22 mils WFT Icynene Proseal 8 14 16 mils DFT 1.5 gal/100 ft2 (See ESR-3500) 24 mils WFT Icynene Proseal LE 16 mils DFT 8 14 1.5 gal/100 ft2 (See ESR-3500) 24 mils WFT JM Corbond oc 71/2 111/2 12 mils DFT 1.125 gal/100 ft2 (See ESR-3776) 18 mils WFT JM Corbond III 7'/z 11'/z 12 mils DFT 1.12 gal/100 ft2 (See Note 3) 18 mils WFT JM Corbond MCS 71/4 91/4 14 mils DFT 1.37 gal/100 ft2 (See ESR-3159) 22 mils WFT LaPolla Foam-Lok FL 500 51/4 111/4 13 mils DFT 1.25 gal/100 ft2 (See ESR-2847) 20 mils WFT LaPolla Foam-Lok FLX 500 51/4 111/4 13 mils DFT 1.25 gal/100 ft2 (See Note 3) 20 mils WFT LaPolla Foam-Lok FL 2000 71/z 91/2 12 mils DFT 1.12 gal/100 ft2 (See ESR-2629) 18 mils WFT LaPolla Foam-Lok FL 2000 12 mils DFT(Solstice) 8 12 18 mils WFT 1.12 gal/100 ft2 (See Note 3) Natural Polymers Natural- 14 14 mils DFT Therm 0.5 111/4 111/4 1.31 gal/100 ft2 (See ESR-3136) 21 mils WFT Natural Polymers Nu-Seal 0.5 8 10 14 mils DFT 1.25 gal/100 ft2 (See ESR-3136) 20 mils WFT Natural Polymers Natural- Therm 2.0 W 111/4 111/4 14 mils DFT 1.31 gal/100 ft2 (See ESR-3136) 21 mils WFT Natural Polymers Nu-Seal 2.0 14 mils DFT W 111/4 111/4 21 mils WFT 1.31 gal/100 ft2 (See ESR-3136) NFPA 286 Natural Polymers Natural- 12 mils DFT Therm HFO 71/4 111/4 18 mils WFT 1.12 gal/100 ft2 (See Note 3) Oak Ridge Foam&Coatings 13 mils DFT z ORFF 0.5#OC 8 12 20 mils WFT 1.12 gal/100 ft (See Note 3) Oak Ridge Foam&Coatings 1 12 mils DFT ORFF 2#OC 7/z 11 /z 1.12 gal/100 ft2 (See Note 3) 18 mils WFT Patriot Spray Foam Patriot 500&500 HY 6 14 13 mils DFT 1.25 gal/100 ft2 (See Note 3) 20 mils WFT Patriot Spray Foam Patriot 200 8 14 14 mils DFT 1.37 gal/100 ft2 (See Note 3) 22 mils WFT Patriot Spray Foam Patriot 200 ECO 8 14 16 mils DFT 1.12 gal/100 ft2 (See Note 3) 24 mils WFT Premium Spray Products 13 mils DFT z Foamsulate 50 OC 8 12 20 mils WFT 1.12 gal/100 ft (See Note 3) Premium Spray Products 13 mils DFT Foamsulate 210 CC 8 12 20 mils WFT 1.12 gal/100 ft2 (See Note 3) ProFoam Corporation Profoam Proseal 51/2 51/2 14 mils DFT 1.12 gal/100 ft2 (See ESR-3835) 21 mils WFT DC 315 primer 3 mils DFT/4 mils WFT Quadrant Technologies 0.25 gal/100 ft2 QuadFoam 500 OC 8 12 & & DC (See Note 3) 11 mils DFT/516 mils 1.0 gal/100 ft2 WFT (Continued) ESR-3702 I Most Widely Accepted and Trusted Page 6 of 6 INSULATION TYPE MAXIMUM MAXIMUM DC 315 COATING MINIMUM TEST METHOD • THICKNESS(in.) THICKNESS(in.) MINIMUM THICKNESS' THEORETICAL (Vertical (Overhead (Applied to all Foam APPLICATION Surfaces) Surfaces) Surfaces) RATE OF COATING2 Rhino Linings ThermalGuard OC.5 71/2 111/2 12 mils DFT 1.12 gal/100 ft2 (See ESR-2100) 18 mils WFT Rhino Linings 12 mils DFT ThermalGuard CC2 8 10 18 mils WFT 1.12 gal/100 ft2 (See ESR-2100) SES Foam Sucraseal 0.5 9,/2 111/2 12 mils DFT 1.12 gal/100 ft2 (See ESR-3375) 18 mils WFT SES Foam Sucraseal 0.5 11'/2 111/2 12 mils DFT 1.12 gal/100 ft2 (See ESR-3375) 18 mils WFT SES Foam 2.0 81/4 10,/4 12 mils DFT 1.12 gal/100 ft2 (See Note 3) 18 mils WFT SES Foam 2.0 LE 8,/4 10,/4 12 mils DFT 1.12 gal/100 ft2 (See Note 3) 18 mils WFT SES Foam Nexseal 2.0 81/4 101/4 12 mils DFT 1.12 gal/100 ft2 (See Note 3) 18 mils WFT SES Foam Nexseal 2.0 LE 81/4 101/4 12 mils DFT 1.12 gal/100 ft2 (See Note 3) 18 mils WFT Spray Equipment&Coatings 13 mils DFT Spray EZ 500 OC 8 12 20 mils WFT 1.25 gal/100 ft2 (See Note 3) Spray Equipment&Coatings 12 mils DFT Spray EZ 2000 CC 71/2 11 /2 18 mils WFT 1.12 gal/100 ft2 (See Note 3) Spray Foam Polymers 13 mils DFT NFPA 286 FlameGuard 500 OC 8 12 20 mils WFT 1.25 gal/100 ft2 (See Note 3) Spray Foam Polymers 13 mils DFT ThermoSeal 2100 CC 8 12 20 mils WET 1.25 gal/100 ft2 (See Note 3) DC 315 primer Sustainable Polymer 3 mils DFT/4 mils WFT Y & ft20.25gal/100 Products 0.5 OC 8 12 & DC (See Note 3) 11 mils DFT/516 mils 1.0 gal/100 ft2 WFT SWD Urethane QuikShield 108 8 14 12 mils DFT 1.12 gal/100 ft2 (See Note 3) 18 mils WFT Urethane Technologies 1 14 mils DFT Company UTC 7040-0.5 5/2 143/4 20 mils WET 1.3 gal/100 ft2 (See ESR-3244) Urethane Technologies 14 mils DFT Company UTC 7041-0.5 51/2 143/4 20 mils WFT 1.3 gal/100 ft2 (See ESR-3244) Volatile Free VFI-716 OC 8 12 13 mils DFT 1.25 gal/100 ft2 (See Note 3) 20 mil WFT Volatile Free VFI-714 CC 71/2 111/2 12 mils DFT 1.12 gal/100 ft2 (See Note 3) 18 mils WFT For SI: 1 inch=25.4 mm; 1 mil=0.0254 mm; 1 gallon=3.38 L; 1 ft2=0.93 m2. Notes: 1DFT=Dry Film Thickness;WFT=Wet Film Thickness 2As reported in the manufacturer's application instructions. Actual application rate, based upon specific project conditions, must be in accordance with the manufacturer's application instructions. 'Recognition is limited to the NFPA 286 test data for the coated assembly described.Evaluation for compliance of the spray foam insulation with other applicable requirements of AC377 and the IBC and IRC are outside the scope of the report. ..‘,00, f '.�,a vz y DC315 Intumescent Coating Description DC315 is an intumescent coating for Spray Polyurethane Foam (SPF)and provides an alternative 15 or 20 minute thermal barrier. Tested and compliant in the USA by ICC-ES,AND Canada by CCMC, ► a DC315 is the most tested and approved alternative thermal barrier on the market today! To be approved as an Alternative Barrier System,DC 315 is applied over a manufacturer's SPF and tested to the criteria of NFPA 286,UL 1715 or ISO-CAN/ULC 9705 for duration of 15-20 minutes by an accredited fire testing facility.DC 315 has also - been tested as an ignition barrier under AC 377 Appendix X. ._. ..___ DC315 is fully AC456 Compliant and satisfies the International eMIIIIIIIIIIIIMONIN Building Code(IBC)International Residential Code(IRC)National Building Code of Canada(NBCC)and many other International t model building codes. DC315 Tested Solutions for Spray Polyurethane Foam •More full scale Thermal and Ignition Barrier tests than any other product in the world •DC 315-3rd.party inspected for Quality Control:Warnock Specifications Hersey Intertek W/N 20947 Finish Rat •Tested useful life,fire resistant property is not compromised after 50 years Color: Ice Gray,White and Dark Grey •Top coat for color,weather&moisture protection,tested,via are special order NFPA 286 full scale testing V.O.C.: (47 gfl) •ANSI 51 testing for incidental food contact •Passed CAL 1350-qualify DC 315 as a low-emitting material in Volume Solids: 67o/a the Collaborative for High Performance Schools rating system Drying Time @ 77°F&503/4 RH To touch (CHPS Designed&CHPS Verified) 1-2 hours to recoat 2 to 4 hours •Passed strict EPA-V.O.C.and AQMD air emission Type of Cure: Coalescence requirements(for all 50 states) •3rd Party tested"Single Coat Coverage"up to 24 Mils WET,on Rash Point: None ceilings and walls,reducing tabor costs equaling higher profits Reducer/Cleaner: Water •Meets Life Safety Code 101 •Meets LEED's point Shelf Life: 1 year(unopened) Packaging: 5&55 gallon containers *End Use Applications:DC315 is for interior use as a thermal or ignition barrier coating to protect SPF.Contact IFTI for Shipping weight: 5 gallon pail-58 lbs.55 gallon instruction for using DC315 in other applications such as,but drum-640 lbs. not limited to,cold storage,parking garages,high humidity,or Application: Brush,roller,conventional and any unconditioned spaces. airless spray Performance: 50+years HOAC tested WH Listed: Spec ID 32890 a{ :- - Intertek Intertek • DC315 Intumescent Coating Visit us at our website www.painttoprotect.com to obtain a current Pump: (Graco)UltraMax 795 or equivalent matrix of all the manufacturer's foams DC 315 has been tested PSI: 3000 and approved as Thermal or Ignition barriers in compliance with current Building Codes. GPM: 1.1 Tip: 517-523 or equivalent. International Building Code Fire Performance Requirements for Filter: Removal from the machine and gun is required SPF:The International Building Code(IBC)mandates that SPF be Hose: 3/8"diameter airless spray line for the first 100'from pump separated from the interior of the building by a 15-minute thermal and 1/4"x 3'whip barrier,or other approved covering.DC 315 passed certified Pump: (Graco)TexSpray Mark 5 or equivalent NFPA 2B6 and UL 1715 test over a variety of open and closed PSI: 3300 cell spray applied urethane foams that were conducted by IAS GPM: 1.35 certified testing facilities.All tests performed comply with the requirements of 2009 IBC Section 803.1.2,and Section 2603.9;2012 Tip: 517-523 or equivalent. IBC Section 803.1.2 and Section 2603.10 Fitter: Removal from the machine and gun is required Hose: 3/8"diameter airless spray line for the first 100'from pump Alternative Ignition Barrier Assemblies DC 315 meets the and 1l4"x 3'whip requirements for ignition barrier per AC 377,Appendix X. Pump: (Graco)GMAX 7900 or equivalent PSI: 3300 National Building Code of Canada Alternative Thermal Barrier GPM: 2.2 Assemblies:DC315 prevents flashover for 10 minutes for Tip: 517-529 or equivalent. Combustible Construction or 20 minutes for Non-Combustible construction when tested to the CAN/ULC 9705 Standard and Filter: Removal from the machine and gun is required meets the Intent of NBC Section 3.1.5.12 for the protection of Hose: 1/2"diameter airless spray line for the first 100'300'from foamed plastics.Ensure application thickness is applied according pump and 1/4"x 3'whip to building type. Pump: (Graco)GH 833 or equivalent PSI: 4000 European Union:DC315 has been tested over both medium density GPM: 4.0 and low density spray polyurethane foam and provides an EN13501- T 517-529 or equivalent. 1 Fire Classification of B SZ D0. Fitter: Removal from the machine and gun is required Australia and New Zealand:DC315 has been tested to the AUS Hose: 1/2"diameter airless spray line for the first 100'-300'from pump and 1/4"x 3'whip ISO-9705 over spray polyurethane foam and meets Group 2 Classification.IS05660(part 1 and 2)tests confirm Group number classification as 1 which allows for the addition of the thermal barrier coating to upgrade the fire rating. Testing USA European Union •ASTM E84-Flame Spread 0 Smoke 10 •BS 476 Part 6&7 •NFPA 266,UL1715 •BS EN ISO 11925-2 •ASTM E2768-30 minute Ignition Resistant material •EN 13823 •EN 13501 Classification B S2 DO Canada •CAN/ULC S102 FSR 23 SDC 145-(tested as a system over SPF) Australia/New Zealand •CAN/ULC S 101 •AUS ISO 9705 •CAN/ULC 970510 and 20 minute assembly testing •AS/NZS 1530.3 •AS 5637.1 Group Classification 2,NZBC Group 2-S •ISO 5660 Parts 1 and 2 International Fireproof Technology,Inc. Office:949 475 8588 do''.; International Fireproof Technology Inc. '.' TheD(tivateuFirestopSolutionsandFireProtectiveCoatings 17528 Von Korman Ave.Irvine,CA92614 Web Site:www.painttoprotect.com Rev042t18 Email:ptp@painttoprotect.com ESEV Most Widely Accepted and Trusted EVALUATION SERVICE naurereno 1 (t.j Innovation ICC-ES Report ESR-1826 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 02/2016 This report is subject to renewal 02/2018. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 2L7 CANADA EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC MAX, CLASSIC MAX SELECT AND CLASSIC PLUS ICCLAE ICC ICC ES PMG LISTED Look for the trusted marks of Conformity! ,� MIL "2014 Recipient of Prestigious Western States Seismic Policy Council ��n (WSSPC)Award in Excellence" A Subsidiary of CODE mutat' ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not "xAccredited specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ACCREDITED ISOAEC 17065 to any finding or other matter in this report, or as to any product covered by the report. Product Gr10 " eecw.wcc. Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved. ESICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1826 Reissued February 2016 Corrected February 2017 This report is subject to renewal February 2018. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE 2.0 USES PROTECTION Icynene Classic, Classic Max, Classic Max Select and Section: 07 21 00—Thermal Insulation Classic Plus are used to provide thermal insulation in REPORT HOLDER: buildings and to seal areas such as plumbing and conduit penetrations against air infiltration. The insulations are for ICYNENE, INC. use in wall cavities and floor assemblies; and in attic and 6747 CAMPOBELLO ROAD crawl space installations as described in Section 4.4. MISSISSAUGA, ONTARIO L5N 2L7 The Classic, Classic Max and Classic Max Select CANADA insulations are for use in Type V construction under the (905)363-4040 IBC and dwellings under the IRC; fire-resistance-rated www.icvnene.com construction when installed in accordance with Section 4.5; and in Types I through IV construction when installed in EVALUATION SUBJECT: accordance with Section 4.6. ICYNENE CLASSIC, CLASSIC MAX, CLASSIC MAX The Classic Plus insulation is for use in nonfire- SELECT AND CLASSIC PLUS resistance-rated construction under the IBC and IRC and in Types I through IV construction when installed in 1.0 EVALUATION SCOPE accordance with Section 4.6. The attributes of the insulations have been verified as 1.1 Compliance with the following codes: conforming to the provisions of ICC 700-2008 Section • 2015,2012 and 2009 International Building Code®(IBC) 703.2.1.1.1(c) as an air impermeable insulation. Note that decisions on compliance for those areas rest with the user • 2015, 2012 and 2009 International Residential Code® of this report. The user is advised of the project-specific (IRC) provisions that may be contingent upon meeting specific • 2015, 2012 and 2009 International Energy Conservation conditions, and the verification of those conditions is Code®(IECC) outside the scope of this report. These codes or standards often provide supplemental information as guidance. • 2013 Abu Dhabi International Building Code(ADIBC)t 3.0 DESCRIPTION tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced in this report are the same sections in the ADIBC. 3.1 General: Properties evaluated: 3.1.1 Classic, Classic Max and Classic Max Select: Icynene Classic, Classic Max and Classic Max Select • Surface burning characteristics are low-density, open-cell, polyurethane foam plastic • Physical properties insulations and air barrier systems that are 100 percent water-blown with an installed nominal density of 0.5 pcf • Thermal performance(R-values) (8 kg/m3). The insulations are two-component, spray- • Attic and crawl space installation applied products. The two components of the insulation are polymeric isocyanate (A-Component, also known as Base • Fire—resistance-rated construction Seal®) and proprietary resin (B-Component, Classic, • Air permeability Classic Max or Classic Max Select Resin). When stored at temperatures between 50°F (10°C) and 100°F (38°C), the • Exterior walls of Types I—IV construction components have a shelf life of six months. 1.2 Evaluation to the following green standard: 3.1.2 Classic Plus: The Icynene Classic Plus foam plastic insulation is two-component, low density, open cell, • 2008 ICC 700 National Green Building StandardTM spray-applied, foam plastic with a nominal density of (ICC 700-2008) 0.7 pcf (11 kg/m3). The polyurethane foam is produced by Attributes verified: combining a polymeric isocyanate (A component) and proprietary resin, Classic Plus (B component). When • See Section 2.0 stored at temperatures between 50°F (10°C) and 100°F ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ANSI as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,asAwww,,, to any finding or other matter in this report,or as to any product covered by the report. Copyright©2017 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 7 ESR-1826 I Most Widely Accepted and Trusted Page 2 of 7 • (38°C), the components have a shelf life of twelve months. be applied on the jobsite using two-component, 1-to-1 3.2 Surface Burning Characteristics: ratio, spray equipment specified by Icynene, Inc. The foam plastic must not be sprayed onto a substrate that is wet, or 3.2.1 Classic, Classic Max and Classic Max Select: covered with frost or ice, loose scales, rust, oil or grease. When tested in accordance with ASTM E84/UL 723, at a The foam plastic insulation must not be used in electrical thickness of 6 inches (152 mm) and a nominal density of outlet or junction boxes or in contact with rain or water, 0.5 pcf (8 kg/m3), Icynene Classic, Classic Max and, and must be protected from the weather during and Classic Max Select have a flame spread index of 25 or less after application. Where the insulation is used as air- and a smoke-developed index of 450 or less. There is no impermeable insulation, such as in unvented attic spaces thickness limit when installed behind a code-prescribed regulated by 2015 IBC Section 1203.3 or IRC Section 15-minute thermal barrier, except as noted in Section R806, the insulation must be installed at a minimum 4.3.1.2 and Table 2. thicknesses noted in Section 3.4. The insulation can be 3.2.2 Classic Plus: When tested in accordance with installed in one pass to the maximum thickness. Where ASTM E84/UL 723, at a thickness of 4 inches (152 mm) multiple passes are required, the cure time between and a nominal density of 0.7 pcf (11 kg/m3), Icynene passes is negligible. Classic Plus has a flame spread index of 25 or less and a 4.2.2 Classic, Classic Max and Classic Max Select: smoke-developed index of 450 or less. There is no The insulation must be used in areas where the maximum thickness limit when installed behind a code-prescribed service temperature is no greater than 180°F (82°C). The 15-minute thermal barrier, except as noted in Section insulation must be applied when the temperature is at or 4.3.1.2 and Table 2. above 14°F (-10°C) and be protected from the weather 3.3 Thermal Resistance: during and after application. Icynene Classic, Classic Max, Classic Max Select and 4.2.3 Classic Plus: The insulation may be used in areas Classic Plus have thermal resistance (R-values) at a mean where the maximum service temperature is no greater than temperature of 75°F (24°C)as shown in Table 1. 180°F (82°C). The insulation must be applied when the 3.4 Air Permeability: temperature is at or above 14°F (-10°C) and be protected from the weather during and after application. Icynene spray-applied foam plastic insulations are considered air-impermeable insulation in accordance with 4.3 Thermal Barrier: 2015 IBC Section 1203.3 and 2015 and 2012 IRC Sections 4.3.1 Classic, Classic Max, Classic Max Select and R202 and R806.5 (2009 IRC Sections R202 and R806.4), Classic Plus: at the following thicknesses: • Classic, Classic Max and Classic Max Select: 4.3.1.1 Application with a Prescriptive Thermal Barrier: Icynene Classic, Classic Max, Classic Max Select Minimum, 3 inches (76 mm) based on testing in and Classic Plus foam plastic insulations must be accordance with ASTM E2178. separated from the interior of the building by an approved • Classic Plus: Minimum, 2 inches (51 mm) based on thermal barrier, such as 1/2-inch (12.7 mm) gypsum testing in accordance with ASTM E2178. wallboard installed using mechanical fasteners in 3.5 Intumescent Coatings: accordance with the applicable code, or an equivalent 15-minute thermal barrier complying with the applicable 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent code. When installation is within an attic or crawl space as coating is a latex-based coating supplied in 1-gallon (4L) described in Section 4.4, a thermal barrier is not required and 5-gallon (19L) pails and 55-gallon (208 L) drums. The between the foam plastic and the attic or crawl space, but coating material has a shelf life of 12 months when stored is required between the foam plastic insulation and the in factory-sealed containers at temperatures between 40°F interior of the building. There is no thickness limit when (4.4°C)and 90°F(32.2°C). installed behind a code-prescribed 15-minute thermal 3.5.2 DC 315: DC 315 intumescent coating (ESR-3702), barrier, except as noted in Section 4.3.1.2 and Table 2. manufactured by International Fireproof Technology, 4.3.1.2 Application without a Prescriptive Thermal International / Paint To Protect, is a water-based coating Barrier or Ignition Barrier: The prescriptive 15-minute supplied in 5-gallon (19L) pails and 55-gallon (208L) thermal barrier or ignition barrier may be omitted when drums. The coating material has a shelf life of 12 months installation is in accordance with the following when stored in factory-sealed containers at temperatures requirements: between 50°F(10°C)and 80°F(24°C). 4.3.1.2.1 The insulation must be covered on all surfaces 3.5.3 Fireshell® F10E: Fireshell® F10E intumescent coating, manufactured by TPR2 Corporation, is a water- with a fire protective coating at the minimum thickness set forth in Table 2. based coating supplied in 5-gallon (19L) pails and 55-gallon (208L) drums. The coating material has a shelf 4.3.1.2.2 The maximum installed thickness of the life of 12 months when stored in factory-sealed containers insulation must not exceed the thicknesses set forth in at temperatures between 50°F (10°C)and 80°F (24°C). Table 2. 4.0 INSTALLATION 4.3.1.2.3 The coating must be applied over the insulation 4.1 General: in accordance with the coating manufacturer's instructions and this report. The manufacturer's published installation instructions and this report must be strictly adhered to and a copy of these 4.4 Attics and Crawl Spaces: instructions and this evaluation report must be available on 4.4.1 Classic,Classic Max and Classic Max Select: the jobsite at all times during installation. 4.4.1.1 Application with a Prescriptive Ignition Barrier: 4.2 Application: When Icynene Classic, Classic Max and Classic Max 4.2.1 General: Icynene Classic, Classic Max, Classic Select foam plastic insulations are installed within attics Max Select and Classic Plus foam plastic insulations must where entry is made only for service of utilities, an ignition • ESR-1826 Most Widely Accepted and Trusted Page 3 of 7 barrier must be installed in accordance with IBC Section insulation may be installed in unvented attics when the 2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4, as foam plastic is applied at a minimum thickness of applicable. The ignition barrier must be consistent with the 3.5 inches (89 mm) as described in this section in requirements for the type of construction required by the accordance with 2015 IBC Section 1203.3, 2015 and 2012 applicable code and must be installed in a manner so that IRC Section R806.5 or 2009 IRC Section R806.4, as the foam plastic insulation is not exposed. The Classic, applicable. Classic Max or Classic Max Select insulation may be 4.4.1.2.2 Attics-Classic Max and Classic Max Select: installed in unvented attics when the foam plastic is applied When Classic Max or Classic Max Select is applied in at a minimum thickness of 3 inches(76 mm) in accordance unvented attics conforming to 2012 IRC Section R806.5 or with 2015 IBC Section 1203.3 or 2015 and 2012 IRC 2009 IRC Section R806.4, the insulation may be applied to Section R806.5 (2009 IRC Section R806.4), as applicable. the underside of roof sheathing and/or rafters to a 4.4.1.2 Application without a Prescriptive Ignition minimum thickness of 31/2 inches (90 mm) and may be Barrier: Where Icynene Classic, Classic Max and Classic applied to vertical wall surfaces to a minimum thickness of Max Select foam plastic insulations are installed in an attic 3 /2 inches (90 mm). Maximum thickness on the underside or crawl space without a prescriptive ignition barrier, in of roof sheathing or on vertical wall surfaces is 20 inches accordance with Sections 4.4.1.2.1, 4.4.1.2.2, 4.4.1.2.3 (508 mm). The insulation may be left exposed to the attic and 4.4.1.2.4,the following conditions apply: without a prescriptive ignition barrier or an intumescent 1. Entry to the attic or crawl space is only for service of coating. utilities and no storage is permitted. The attic must have attic access complying with IRC 2. There are no interconnected attic, crawl space or Section R807, horizontally placed in the floor, and opening basement areas. outward toward the living space. Items penetrating the roof deck or walls, such as skylight wells and vents, must be 3. Air in the attic or crawl space is not circulated to other covered with a minimum of 31/2 inches (90 mm) of the parts of the building. Classic Max or Classic Max Select insulation. 4. Combustion air is provided in accordance with IMC 4.4.1.2.3 Crawl Spaces: In crawl spaces, Icynene Section 701. Classic, Classic Max or Classic Max Select insulations 5. Attic ventilation is provided when required by IBC may be spray-applied to vertical walls and the underside of floors, as described in this section. The thickness of the Section 1203.2 or IRC Section R806, except when air impermeable insulation is permitted in unvented foam plastic applied to the underside of the floors must not attics in accordance with 2015 IBC Section 1203.3 or exceed 14 inches (356 mm). The thickness of the spray 2015 and 2012 IRC Section R806.5 (2009 IRC foam plastic insulation applied to vertical wall surfaces Section R806.4), as applicable. must not exceed 31/2 inches (88.9 mm). The foam plastic does not require an ignition barrier or a coating. 6. Under-floor(crawl space) ventilation is provided when required by 2015 IBC Section 1203.4 (2012 and 2009 4.4.1.2.4 Use on Attic Floors:When used on attic floors, IBC Section 1203.3) or IRC Section R408.1, as Icynene Classic, Classic Max or Classic Max Select foam applicable. plastic insulations may be installed at a maximum thickness of 111/2 inches (292 mm) between joists in attic 4.4.1.2.1 Attics-Classic, Classic Max and Classic floors.The insulation must be separated from the interior of Max Select: In attics, Icynene Classic, Classic Max and the building by an approved thermal barrier. The coatings Classic Max Select foam plastic insulations may be spray- specified in Section 4.4.1.2.1 and the ignition barrier in applied to the underside of the roof sheathing and/or accordance with IBC Section 2603.4.1.6 and IRC Section rafters, as described in this section. The thickness of the R316.5.3, may be omitted. foam plastic applied to the underside of the roof sheathing 4.4.2 Classic Plus: must not exceed 14 inches (356 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must 4.4.2.1 Application with a Prescriptive Ignition Barrier: not exceed 5.5 inches (140 mm). The insulation must be When Icynene Classic Plus is installed up to a maximum covered on all surfaces with one of the coatings described thickness of 4 inches (102 mm) within attics or crawl in Section 3.5. The coating must be applied over the spaces where entry is made only for service of utilities, an insulation in accordance with the coating manufacturer's ignition barrier must be installed in accordance with IBC instructions, ESR-3702 for the DC 315 coating and this Section 2603.4.1.6 and IRC Sections R316.5.3 and report. Surfaces to be coated must be dry, clean, and free R316.5.4, as applicable. The ignition barrier must be of dirt, loose debris and other substances that could consistent with the requirements for the type of interfere with adhesion of the coating. The coating is construction required by the applicable code and must be applied in one coat with low-pressure airless spray installed in a manner so that the foam plastic insulation is equipment. The coating must be applied to a thickness as not exposed. Icynene Classic Plus may be installed in follows: unvented attics when the foam plastic is applied at a • No Burn Plus XD at a minimum thickness of 6 wet mils minimum thickness of 2 inches (51 mm) in accordance (0.15 mm) [4 dry mils (0.1 mm) dry film thickness], with 2015 IBC Section 1203.3, 2015 and 2012 IRC Section applied at a rate of 0.4 gallon (1.5 L) per 100 square R806.5 or 2009 IRC Section R806.4, as applicable. feet(9.2 m2). 4.4.2.2 Application without a Prescriptive Ignition • DC 315 at a minimum thickness of 4 wet mils (0.1 mm) Barrier: Where Icynene Classic Plus insulation is installed [3 dry mils], applied at a rate of 0.3 gallon (1.1 L) per in accordance with Sections 4.4.3.2.1, 4.4.3.2.2, and 100 square feet (9.2 m2). 4.4.3.2.3,the following conditions apply: The coatings must be applied when ambient and 1. Entry to the attic or crawl space is to service utilities, substrate temperature is at least 60°F (16°C) and no more and no storage is permitted. than 95°F (35°C). All other surfaces (including glass) must 2. There are no interconnected attic or crawl space be protected against damage from the coating. The areas. ESR-1826 I Most Widely Accepted and Trusted Page 4 of 7 • 3. Air in the attic or crawl space is not circulated to other layer of 1/2-inch-thick (12.7 mm) wood fiber sound board parts of the building. installed horizontally on each face with vertical joints 4. Combustion air is provided in accordance with IMC located over the studs, attached with 6d box nails, 2 inches Section 701. (51 mm) long and spaced 24 inches (610 mm) on center along the studs, and a second layer of /8-inch-thick 5. Attic ventilation is provided when required by IBC (15.9 mm)Type X gypsum wallboard installed vertically on Section 1203.2 or IRC Section R806, except when each face, attached with 8d box nails, 21/2 inches (64 mm) air-impermeable insulation is permitted in unvented long and spaced 7 inches (178 mm) on center along the attics in accordance with 2015 IBC Section 1203.3 or studs. The stud cavity contains Icynene Classic, Classic 2015 and 2012 IRC Section R806.5 or 2009 IRC Max or Classic Max Select insulation nominally 2 inches Section R806.4,as applicable. (51 mm)thick. 6. Under-floor(crawl space)ventilation is provided when Axial loads applied to the wall assembly must be limited required by 2015 IBC Section 1203.4 (2012 and 2009 to the least of the following: IBC Section 1203.3) or IRC Section R408.1, as • 1,805 pounds(8029 N)per stud. applicable. • Design stress of 0.78 F'c. 4.4.2.2.1 Attics: In attics, Icynene Classic Plus insulation may be spray-applied to the underside of the roof ■ Design stress of 0.78 F'c at a maximum le/d of 33. sheathing and/or rafters, the underside of wood floors, and 4.5.1.2 Assembly 2 (Limited Load-bearing Wood Stud vertical surfaces, as described in this section. The Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches thickness of the foam plastic applied to the underside of (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade the top of the space must not exceed 14 inches (356 mm). studs spaced 16 inches (406 mm) on center with two The thickness of the spray foam plastic insulation applied layers of 1/2-inch-thick (12.7 mm) Type X gypsum to vertical wall surfaces must not exceed 8 inches wallboard installed vertically with joints staggered on each (203 mm). The foam plastic insulation must be covered on face, attached with 8d box nails, 21/2 inches (64 mm) long all exposed surfaces with DC315 intumescent coating at a and spaced 7 inches (178 mm) on center along the studs minimum thickness of 4 wet mils (0.1 mm) [3 dry mils for the face layer and 6d cement coated box nails, 2 inches (0.08 mm)], applied at2 a rate of 0.25 gallon (0.95 L) per (51 mm) long and spaced 24 inches (610 mm) on center 100 square feet(9.2 m ).The coating must be applied over along the studs. The stud cavity contains Icynene Classic, the Icynene Classic Plus insulation in accordance with Classic Max or Classic Max Select insulation nominally the coating manufacturer's instructions and this report. 2 inches(51 mm)thick. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with Axial loads applied to the wall assembly must be limited adhesion of the coating. The coating is applied in one coat to the least of the following: with low-pressure airless spray equipment. • 1,805 pounds(8029 N)per stud. The coating must be applied when ambient and • Design stress of 0.78 F'c. substrate temperature is at least 60°F (16°C) and no more than 95°F (35°C). All other surfaces (including glass) must • Design stress of 0.78 F'c at a maximum le/d of 33. be protected against damage from the coating. 4.5.1.3 Assembly 3 (Floor/Ceiling): Minimum nominally Icynene Classic Plus insulation may be installed in 2-by-10 [11/2 by 9 /a inches (38 mm by 235 mm)] Douglas unvented attics when the foam plastic is applied at a fir, No. 2 grade wood joists spaced 24 inches (610 mm)on minimum thickness of 2 inches (51 mm) as described in center, with minimum 1-by-3 [3/4 by 21/2 inches (19.1 by this section, in accordance with 2015 IBC Section 1203.3 64 mm)] spruce bridging at mid-span. Floor decking o, 2015 and 2012 IRC Section R806.5 or 2009 IRC Section must be minimum 1/2-inch-thick (12.7 mm) exterior grade R806.4, as applicable. plywood installed perpendicular to joists and fastened with 2-inch-long (51 mm)ring shank nails 6 inches(152 mm)on 4.4.2.2.2 Crawl Spaces: In crawl spaces, Icynene center at the joints and 12 inches (305 mm) on center at Classic Plus insulation may be spray-applied to vertical the intermediate joists. Plywood joints must occur over walls and the underside of floors, as described in this joists. Icynene Classic, Classic Max or Classic Max Select section. The thickness of the foam plastic applied to the insulation must be applied to the underside of the plywood underside of the floors must not exceed 14 inches deck between the joists to a depth of 5 inches (127 mm). (356 mm). The thickness of the spray foam plastic Two layers of minimum 5/8-inch-thick (15.9 mm), Type X insulation applied to vertical wall surfaces must not exceed gypsum wallboard must be attached perpendicular to the 8 inches (203 mm). The insulation must be covered with joists on the ceiling side of the assembly. The first layer DC-315 coating is described in Section 4.4.3.2.1. must be attached with 11/4-inch-long (32 mm), Type W 4.4.2.2.3 Use on Attic Floors: Icynene Classic Plus drywall screws,spaced 24 inches(610 mm)on center.The insulation may be installed at a maximum thickness of second layer must be applied perpendicular to the joists, 13 inches (330 mm) between joists in attic floors. The offset 24 inches(610 mm)from the base layer.The second insulation must be separated from the interior of the layer must be attached with 2-inch-long (51 mm), Type S building by an approved thermal barrier. The insulation drywall screws spaced 12 inches (305 mm) on center. does not require an ignition barrier or a coating. Additional fasteners must be installed along the butt joints of the second layer, securing the two layers together. 4.5 One-hour Fire-resistance-rated Assemblies: These fasteners must be 11/2-inch-long (38 mm), Type G 4.5.1 Classic, Classic Max and Classic Max Select: drywall screws placed 2 inches (51 mm) back from each end of the butt joint and spaced 12 inches (305 mm) on 4.5.1.1 Assembly 1 (Limited Load-bearing Wood Stud center. The wallboard joints on the exposed side must be Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches treated with paper tape embedded in joint compound and (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade topped with an added coat of compound, and the fastener studs spaced 16 inches (406 mm) on center with a base heads must be coated with joint compound in accordance ESR-1826 I Most Widely Accepted and Trusted Page 5 of 7 with ASTM C840 or GA-216. the code official, must be submitted at the time of 4.5.1.4 Assembly 4(Non-loadbearing Steel Stud Wall): permit application. Nominally 6-inch-deep (152.4 mm), No. 18 gage, 5.2 The insulation must be installed in accordance with galvanized steel studs spaced 16 inches (406.4 mm) on the manufacturer's published installation instructions, center, are friction-fit into No. 18 gage galvanized steel this evaluation report and the applicable code. If there floor and ceiling track with a layer of 5/8-inch-thick is a conflict between the installation instructions and (15.9 mm),Type X gypsum board applied to the interior this report,this report governs. side with the long edge parallel to steel studs and secured using No. 6, 11/4-inch-long (31.7 mm), self- drilling drywall 5.3 The insulation must be separated from the interior of screws spaced 8 inches (203 mm) on center around the the building by an approved 15-minute thermal perimeter and 12 inches (305 mm) on center in the field. barrier, except as noted in this report. The gypsum board joints must be treated with vinyl or 5.4 Since the performance of Classic Max and Classic casein, dry or premixed joint compound applied in two Max Select, when installed in unvented attics without coats to cover all exposed screw heads and gypsum board a code-prescribed ignition barrier or an intumescent butt joints, and a minimum 2-inch-wide (51 mm) paper, coating, is based on fire performance of an unvented plastic, or fiberglass tape embedded in the first layer of attic, the installation must be approved by the code compound over butt joints of the gypsum board. The stud official as conforming with the provisions of Section cavity is filled with Icynene Classic, Classic Max or Classic 4.4.1.2.2 and Conditions 1 to 5 of Section 4.4.1.2. Max Select insulation up to 6 inches (152 mm) thick. DensGlass®Exterior Sheathing, 1/2 inch (12.7 mm)thick, is 5.5 When Classic Max and Classic Max Select insulation installed parallel to steel studs with vertical joints offset a is installed under Section 4.4.1.2.2 of this report, a minimum of 16 inches (406 mm) from the vertical joints of certificate must be placed in the attic stating that the the gypsum board and the horizontal joints offset a foam plastic insulation has been installed in minimum of 24 inches (610 mm) from the horizontal joints accordance with Conditions 1 to 5 of Section 4.4.1.2 of the gypsum board. The sheathing is attached using and the terms of Section 4.4.1.2.2 of ESR-1826; any No. 6, 1 /4-inch-long (31.7 mm), self-drilling drywall screws alterations to the attic or insulation must be consistent spaced 8 inches (203 mm) on center around the perimeter with those requirements. and in the field. Hohmann & Barnard DW-10 brick ties, 5.6 The insulation must not exceed the thicknesses and 6 inches (152 mm) long by 11/2-inches (38 mm) wide, are densities noted in this report. spaced 16 inches (406.4 mm) on center vertically on each steel stud, and secured, using two 15/8-inch-long (41.3 mm) 5.7 The insulation must be protected from the weather self-drilling screws, through 4-inch (102 mm) red clay brick during and after application. [31/2 inches (88.9 mm) by 21/4 inches (57.1 mm) by 5.8 The insulation must be applied by licensed dealers 73/4 inches (197 mm)] laid in a running bond pattern with and installers certified by Icynene, Inc. Type S mortar, leaving a nominally 1-inch (25.4 mm) air gap between the brick and the exterior sheathing. 5.9 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in Optional: It is permitted to add code-complying, accordance with IRC Section R318.4 or IBC Section expanded polystyrene (EPS), extruded polystyrene (XPS), 2603.8, as applicable. foil-faced, rigid polyurethane board stock or polyurethane spray foam on the exterior of the wall (between the 5.10 Jobsite certification and labeling of the insulation must DensGlass® sheathed wall and the brick), while comply with 2015 IRC Sections N1101.10.1 and maintaining the 1-inch (25.4 mm) air space. The length of N1101.10.1.1 (2012 IRC Sections N1101.12.1 and the brick ties must be increased to account for the N1101.12.1.1 or 2009 IRC Sections N1101.4 and thickness of the insulation. N1101.4.1) and 2015 and 2012 IECC Sections 4.6 Exterior Walls in Type I, II, Ill and IV Construction: C303.1.1, C303.1.1.1, R303.1.1 and R303.1.1.1 (2009 IECC Sections 303.1.1 and 303.1.1.1), as 4.6.1 General:When used on exterior walls of Types I, II, applicable. III or IV construction, the assembly must comply with IBC 5.11 A vapor retarder must be installed in accordance with Section 2603.5 and this section, and the Classic, Classic the applicable code. Max and Classic Max Select insulations must be installed at a maximum thickness described in Table 3. The 5.12 Icynene Classic, Classic Max, Classic Max Select and potential heat of Icynene insulations tested in accordance Classic Plus foam plastic insulations are with NFPA 259 is as follows: manufactured in Mississauga, Ontario, Canada, under • Classic, Classic Max and Classic Max Select: a quality control program with inspections by ICC-ES. 494 Btu/ft2 (5.6 MJ/m2) per inch of thickness 6.0 EVIDENCE SUBMITTED 4.6.2 Specific Wall Assemblies: Wall assemblies 6.1 Data in accordance with the ICC-ES Acceptance complying with Section 4.6 must be as described in Criteria for Spray-applied Foam Plastic Insulation Table 3. (AC377), dated April 2016. 5.0 CONDITIONS OF USE 6.2 Reports of tests in accordance with AC377 Appendix The Icynene Classic, Classic Max, Classic Max Select and X [Classic, Classic Max and Classic Max Select Classic Plus spray-applied polyurethane foam plastic (Section 4.4.1.2.1) and Classic Plus (Sections insulations described in this report comply with, or are 4.4.3.2.1 and 4.4.3.2.3)] and Appendix C [Classic, suitable alternatives to what is specified in, those codes Classic Max and Classic Max Select (Section listed in Section 1.0 of this report, subject to the following 4.4.1.2.3);]. conditions: 6.3 Test report on air leakage rate in accordance with 5.1 This evaluation report and the manufacturer's ASTM E2178 (Classic, Classic Max and Classic Max published installation instructions, when required by Select and Classic Plus). ESR-1826 I Most Widely Accepted and Trusted Page 6 of 7 6.4 Reports of room corner fire testing in accordance with 7.0 IDENTIFICATION NFPA 286 (Classic, Classic Max, Classic Max Select All packages and containers of Classic, Classic Max, and Classic Plus). Classic Max Select and Classic Plus insulations must be 6.5 Test reports in accordance with ASTM E119 (Classic, labeled with the Icynene, Inc., name and address; the Classic Max and Classic Max Select). product name; component designation (A or B); the flame 6.6 Test report in accordance with NFPA 285, and related spread index and the smoke developed index; the engineering analysis (Classic, Classic Max and expiration date; the name of the inspection body (ICC-ES); Classic Max Select). and the evaluation report number(ESR-1826). 6.7 Reports of tests in accordance with NFPA 259 Intumescent coatings are identified with the (Classic, Classic Max and Classic Max Select). manufacturer's name and address, the product trade name and use instructions. 6.8 Reports of fire tests in accordance with ASTM E970 The International Fireproof Technology, Inc. / Paint To (Classic, Classic Max, Classic Max Select and Classic Protect DC 315 intumescent coating described in Section Plus). 3.5.2 is identified with the manufacturer's name, the 6.9 For Classic Max and Classic Max Select, an product trade name, use instructions and ICC-ES engineering evaluation, including full-scale fire testing, evaluation report number ESR-3702. small-scale testing and fire modeling (Section 4.4.1.2.2). TABLE 1—THERMAL RESISTANCE(R-VALUES) R-VALUE(°F•ft2•h/Btu) THICKNESS Classic,Classic Max and Classic Plus (inches) Classic Max Select 1 3.7 4.0 2 7.4 8.0 3 11 12 3.5 13 14 4 14 16 5 18 20 5.5 20 22 6 22 24 7 25 28 7.5 27 30 8 29 32 9 32 36 9.5 34 38 10 36 40 11.5 41 42 13.5 — 54 14 50 56 For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110°K•m2/W. 1R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. ESR-1826 I Most Widely Accepted and Trusted Page 7 of 7 • TABLE 2—USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER INSULATION TYPE MAXIMUM MAXIMUM FIRE-PROTECTIVE COATING MINIMUM APPLICATION TESTS THICKNESS(in.) THICKNESS(in.) MINIMUM THICKNESS& RATE OF FIRE- SUBMITTED (Walls&Vertical (Ceilings,Underside of Roof TYPE(Applied to all Foam PROTECTIVE COATING Surfaces) Sheathing/Rafters&Floors) Surfaces) DC315 CLASSIC,CLASSIC 6 14 20 mils WFT/13 mils DFT 1.25 gal/100 ft2 NFPA 286 MAX AND CLASSIC MAX SELECT 71/2 111/2 Fireshell F10E 1.31 gal/100 ft2 NFPA 286 21 mils WFT/14 mils DFT CLASSIC PLUS 61/2 111/2 20 mils WFT313 mils DFT 1.25 gal/100 ft2 NFPA 286 For SI: 1 inch=25.4 mm; 1 mil=0.0254 mm; 1 gallon=3.38 L; 1 ft2=0.93 m2;NA=not applicable. TABLE 3—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES Wall Component Materials Base Wall System— 1 —Concrete wall. Use either 1,2 or 3 2—Concrete masonry wall. 3—Minimum 35/8-inch-deep(92 mm), No.20 gage,C-shaped steel studs,spaced a maximum of 24 inches on center with lateral bracing every 4 feet(1219 mm)as required by code.Sheathing shall be a described in Exterior Sheathing below. Floorline Firestopping Minimum 4 pcf mineral wool in each stud cavity at each floorline,attached with Z-clips.Thickness must match stud cavity depth. Cavity Insulation—Use either 1,2,3,4 1 —None. or 5 2—Partial cavity fill with a maximum air space of 2 inches(51 mm)or full cavity depth not exceeding 75/8 inches(194 mm)of Classic,Classic Plus,Classic Max or Classic Max Select(ESR-1826); MD-R- 210(ESR-3493); MD-C-200(ESR-3199);or Proseal(ESR-3500). 3—Any insulation qualified as noncombustible in accordance with ASTM E136. 4—Glass fiber batt insulation'. 5—Mineral fiber insulation'. 'Insulation must comply with the applicable requirements of 2015 or 2012 IBC Section 720.2(2009 IBC Section 719.2). Exterior Sheathing—Only for Base Wall 1 —Minimum 1/2-inch-thick(12.7 mm), ),glass mat gypsum sheathing complying with ASTM C1177. System No.3— 2—Sheathing shall be attached with No.6, 11/4-inch-long(32 mm)self-tapping screws located 8 Use either 1 or 2 inches(203 mm)on center along the perimeter and 12 inches 302 mm)on center in the field of wallboard.Joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Exterior Insulation Maximum thickness of 51/2 inches(140 mm)of Proseal Eco(MD-R-210)(ESR-3493)or Proseal (ESR-3500). Exterior Wall Covering— 1 —Brick-standard nominally 4-inch-thick(102 mm)clay brick; brick veneer anchors—standard Use either 1,2,3,4, 5,6 or 7 types installed a maximum of 24 inches OC vertically on each stud". 2—Stucco-minimum 3/4-inch-thick(19.1 mm),exterior cement plaster and lath with a secondary water-resistive barrier may be installed between the exterior insulation and the lath. 3—Natural stone(limestone,granite,marble,sandstone),minimum 2-inch-thick(51 mm)°. 4—Cast artificial stone,minimum 11/2-inch-thick(38 mm),complying with AC51 and subject of a current ICC-ES evaluation report`. 5—Terracotta cladding,minimum of 11/4-inch-thick(32 mm)c. 6—Precast concrete panels,minimum of 11/2—inch-thick(32 mm)`. 7—Concrete masonry units(CMU),minimum of 11/2—inch-thick(38 mm)c. b.The maximum air gap between exterior insulation and cladding shall be 2 inches(51 mm). Any standard non-open-jointed installation technique such as ship-lap,etc.,may be used. INSPECTION WORKSHEET (BINS-008980-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-0376-2018Permit Case Number:Case Module: Thu Dec 27, 2018Partial Pass Inspection Date:Inspection Status: John O'BrienBuilding Framing Inspector:Inspection Type: 2934 State Rte 9L239.20-1-18 Job Address:Parcel Number: Lake George, NY 12845 Contact TypeCompany NameName Granted PermissionSerini, Sharon BuilderMarando Construction ApplicantSerini, Michael ApplicantSerini, Sharon Primary OwnerSerini, Michael Granted PermissionSerini, Michael Primary OwnerSerini, Sharon Checklist ItemPassedComments Dec 27, 2018Page (1) INSPECTION WORKSHEET (BINS-008980-2018) Checklist ItemPassedComments Building Inspector NotesYES11/20/18 Ice & Water Shield Approved 12/5/18 Framing Partial Approval - Porch Only! - Ok to install trex decking. -Install hurricane clips at floor joist to deck beam connection as discussed. 12/20/18 Framing Partial Approval Remaining Items: - Lake Side Porch Framing - Install Floor bridging where missing. - Complete nailing on joist hangers missing nails. - Install wood blocking behind joist hangers where it is missing at steel beam. - Provide truss bracing diagrams for my reinspection on Thursday 12/27/18. Need to verify if any truss bracing was required and nailing patterns for girder trusses. - Fill all nail holes on truss clips missing nails. 12/27/18 Framing Partial Approval - Completed items on list from 12/20/18 - Ice and water shield approved (Roof reshingled due to wrong shingles installed) FramingYES12/5/18 Framing Partial Approval - Porch Only! - Ok to install trex decking. -Install hurricane clips at floor joist to deck beam connection as discussed. 12/20/18 Framing Partial Approval Remaining Items: - Lake Side Porch Framing - Install Floor bridging where missing. - Complete nailing on joist hangers missing nails. - Install wood blocking behind joist hangers where it is missing at steel beam. - Provide truss bracing diagrams for my reinspection on Thursday 12/27/18. Need to verify if any truss bracing was required and nailing patterns for girder trusses. - Fill all nail holes on truss clips missing nails. 12/27/18 Framing Partial Approval - Completed items on list from 12/20/18 - Ice and water shield approved (Roof reshingled due to wrong shingles installed) Hurricane Clips/Uplift Screws/Nail Holes FilledYES-Install hurricane clips at floor joist to deck beam connection. Dec 27, 2018Page (2) INSPECTION WORKSHEET (BINS-008980-2018) Checklist ItemPassedComments Air Seal all Plates and SillsNO Air Seal All Registers at FloorNO Ice and water shield 24 inches from wallYES11/20/18 Ice & Water Shield Approved Design Professional Sign-off, if requiredNO O'Brien, John (Inspector) Dec 27, 2018Page (3) INSPECTION WORKSHEET (BINS-009041-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-0376-2018Permit Case Number:Case Module: Wed Jan 2, 2019Partial Pass Inspection Date:Inspection Status: John O'BrienBuilding Insulation Inspector:Inspection Type: 2934 State Rte 9L239.20-1-18 Job Address:Parcel Number: Lake George, NY 12845 Contact TypeCompany NameName ApplicantSerini, Michael BuilderMarando Construction Primary OwnerSerini, Sharon Granted PermissionSerini, Sharon Granted PermissionSerini, Michael Primary OwnerSerini, Michael ApplicantSerini, Sharon Checklist ItemPassedComments Building Inspector NotesNO1/2/19 Insulation Partial Approval Remaining Items: - Blower Door Test - Provide letter from foam insulation installer stating what insulation was installed and the R values associated with roof, box area and walls. Note: Intumescent paint applied over insulation in accessible attic. Proper Vent, Attic VentYESHot Roof Jan 02, 2019Page (1) INSPECTION WORKSHEET (BINS-009041-2018) Checklist ItemPassedComments Insulation Residential Check Commercial CheckNO1/2/19 Insulation Partial Approval Remaining Items: - Blower Door Test - Provide letter from foam insulation installer stating what insulation was installed and the R values associated with roof, box area and walls. Note: Intumescent paint applied over insulation in accessible attic. Blower Door TestNO O'Brien, John (Inspector) Jan 02, 2019Page (2) INSPECTION WORKSHEET (BINS-008729-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-0376-2018Permit Case Number:Case Module: Thu Dec 20, 2018Partial Pass Inspection Date:Inspection Status: John O'BrienBuilding Framing Inspector:Inspection Type: 2934 State Rte 9L239.20-1-18 Job Address:Parcel Number: Lake George, NY 12845 Contact TypeCompany NameName Primary OwnerSerini, Michael BuilderMarando Construction Granted PermissionSerini, Sharon ApplicantSerini, Sharon ApplicantSerini, Michael Granted PermissionSerini, Michael Primary OwnerSerini, Sharon Checklist ItemPassedComments Building Inspector NotesNO11/20/18 Ice & Water Shield Approved 12/5/18 Framing Partial Approval - Porch Only! - Ok to install trex decking. -Install hurricane clips at floor joist to deck beam connection as discussed. 12/20/18 Framing Partial Approval Remaining Items: - Lake Side Porch Framing - Install Floor bridging where missing. - Complete nailing on joist hangers missing nails. - Install wood blocking behind joist hangers where it is missing at steel beam. - Provide truss bracing diagrams for my reinspection on Thursday 12/27/18. Need to verify if any truss bracing was required and nailing patterns for girder trusses. Dec 20, 2018Page (1) INSPECTION WORKSHEET (BINS-008729-2018) Checklist ItemPassedComments - Fill all nail holes on truss clips missing nails. FramingYES12/5/18 Framing Partial Approval - Porch Only! - Ok to install trex decking. -Install hurricane clips at floor joist to deck beam connection as discussed. 12/20/18 Framing Partial Approval Remaining Items: - Lake Side Porch Framing - Install Floor bridging where missing. - Complete nailing on joist hangers missing nails. - Install wood blocking behind joist hangers where it is missing at steel beam. - Provide truss bracing diagrams for my reinspection on Thursday 12/27/18. Need to verify if any truss bracing was required and nailing patterns for girder trusses. - Fill all nail holes on truss clips missing nails. Truss Specification ProvidedNO Bracing BridgingNO Hurricane Clips/Uplift Screws/Nail Holes FilledNO-Install hurricane clips at floor joist to deck beam connection. Air Seal all Plates and SillsNO Air Seal All Registers at FloorNO Air Sealing all Joints Before InsulationNO Joist hangersNO Jack Posts Main BeamsNO Ice and water shield 24 inches from wallYES11/20/18 Ice & Water Shield Approved Dec 20, 2018Page (2) INSPECTION WORKSHEET (BINS-008729-2018) Checklist ItemPassedComments Soffits-Insulation BaffelNO Design Professional Sign-off, if requiredNO O'Brien, John (Inspector) Dec 20, 2018Page (3) INSPECTION WORKSHEET (RPLUM-008979-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-0376-2018Permit Case Number:Case Module: Thu Dec 20, 2018Partial Pass Inspection Date:Inspection Status: John O'BrienRough Plumbing Inspector:Inspection Type: 2934 State Rte 9L239.20-1-18 Job Address:Parcel Number: Lake George, NY 12845 Contact TypeCompany NameName ApplicantSerini, Michael ApplicantSerini, Sharon Granted PermissionSerini, Michael Primary OwnerSerini, Michael BuilderMarando Construction Primary OwnerSerini, Sharon Granted PermissionSerini, Sharon Checklist ItemPassedComments Building Inspector NotesYES10/19/18 Plumbing Under Slab Approved Pressure Test: - Water 50 psi - Sanitary 10 psi 12/5/18 Plumbing Partial Approval - Pressure Tests Ok! - Water 90 psi - Sanitary 5 psi Remaining Items: - Complete all final connections - Insulate water lines 12/20/18 Plumbing Approved Dec 20, 2018Page (1) INSPECTION WORKSHEET (RPLUM-008979-2018) Checklist ItemPassedComments Plumbing Under SlabYES10/19/18 Plumbing Under Slab Approved Pressure Test: - Water 50 psi - Sanitary 10 psi Rough Plumbing / Nail PlatesYES12/5/18 Plumbing Partial Approval - Pressure Tests Ok! - Water 90 psi - Sanitary 5 psi Remaining Items: - Complete all final connections - Insulate water lines Air HeadYESAir 5 psi or 10 ft. above highest conn. for 15 minutesYES5 psi Air HeadYESAir 50 P.S.I for 15 minutesYES90 psi Air Test Gas Piping 10 psi for 10 MinutesNO O'Brien, John (Inspector) Dec 20, 2018Page (2) INSPECTION WORKSHEET (FIST-008978-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-0376-2018Permit Case Number:Case Module: Thu Dec 20, 2018Passed Inspection Date:Inspection Status: John O'BrienFirestopping Inspector:Inspection Type: 2934 State Rte 9L239.20-1-18 Job Address:Parcel Number: Lake George, NY 12845 Contact TypeCompany NameName ApplicantSerini, Michael ApplicantSerini, Sharon Granted PermissionSerini, Michael Primary OwnerSerini, Michael BuilderMarando Construction Primary OwnerSerini, Sharon Granted PermissionSerini, Sharon Checklist ItemPassedComments Building Inspector NotesYES12/20/18 Firestopping Approved O'Brien, John (Inspector) Dec 20, 2018Page (1) INSPECTION WORKSHEET (BINS-008539-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-0376-2018Permit Case Number:Case Module: Wed Dec 5, 2018Partial Pass Inspection Date:Inspection Status: John O'BrienBuilding Framing Inspector:Inspection Type: 2934 State Rte 9L239.20-1-18 Job Address:Parcel Number: Lake George, NY 12845 Contact TypeCompany NameName Granted PermissionSerini, Michael Primary OwnerSerini, Sharon ApplicantSerini, Sharon ApplicantSerini, Michael Granted PermissionSerini, Sharon Primary OwnerSerini, Michael BuilderMarando Construction Checklist ItemPassedComments Building Inspector NotesNO11/20/18 Ice & Water Shield Approved 12/5/18 Framing Partial Approval - Porch Only! - Ok to install trex decking. -Install hurricane clips at floor joist to deck beam connection as discussed. FramingNO12/5/18 Framing Partial Approval - Porch Only! - Ok to install trex decking. -Install hurricane clips at floor joist to deck beam connection as discussed. Attic Access 22 x 30 minimumNO Dec 05, 2018Page (1) INSPECTION WORKSHEET (BINS-008539-2018) Checklist ItemPassedComments Jack Studs HeadersNO Continuous Header for Garage Doors withNO Straping Truss Specification ProvidedNO Bracing BridgingNO Hurricane Clips/Uplift Screws/Nail Holes FilledNO-Install hurricane clips at floor joist to deck beam connection. Air Seal all Plates and SillsNO Air Seal All Registers at FloorNO Air Sealing all Joints Before InsulationNO Joist hangersNO Jack Posts Main BeamsNO Exterior sheeting nailed properlyNO 12 O.C.NO Headroom 6 ft. 8 in.NO Notches Holes Bearing WallsNO Metal Strapping for Notches Top PlateNO Dec 05, 2018Page (2) INSPECTION WORKSHEET (BINS-008539-2018) Checklist ItemPassedComments Draft stopping 1,000 sq. ft. floor trussesNO Anchor Bolts 6 ft. or less on centerNO Ice and water shield 24 inches from wallYES11/20/18 Ice & Water Shield Approved Soffits-Insulation BaffelNO Windows Habitable Space BedroomsNO 24 in. (H)NO 20 in. (W)NO 5.7 sf above below gradeNO 5.0 sf gradeNO Design Professional Sign-off, if requiredNO O'Brien, John (Inspector) Dec 05, 2018Page (3) INSPECTION WORKSHEET (RPLUM-008506-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-0376-2018Permit Case Number:Case Module: Wed Dec 5, 2018Partial Pass Inspection Date:Inspection Status: John O'BrienRough Plumbing Inspector:Inspection Type: 2934 State Rte 9L239.20-1-18 Job Address:Parcel Number: Lake George, NY 12845 Contact TypeCompany NameName ApplicantSerini, Michael ApplicantSerini, Sharon Primary OwnerSerini, Sharon Granted PermissionSerini, Sharon Primary OwnerSerini, Michael Granted PermissionSerini, Michael BuilderMarando Construction Checklist ItemPassedComments Building Inspector NotesNO10/19/18 Plumbing Under Slab Approved Pressure Test: - Water 50 psi - Sanitary 10 psi 12/5/18 Plumbing Partial Approval - Pressure Tests Ok! - Water 90 psi - Sanitary 5 psi Remaining Items: - Complete all final connections - Insulate water lines Dec 05, 2018Page (1) INSPECTION WORKSHEET (RPLUM-008506-2018) Checklist ItemPassedComments Plumbing Under SlabYES10/19/18 Plumbing Under Slab Approved Pressure Test: - Water 50 psi - Sanitary 10 psi Rough Plumbing / Nail PlatesYES12/5/18 Plumbing Partial Approval - Pressure Tests Ok! - Water 90 psi - Sanitary 5 psi Remaining Items: - Complete all final connections - Insulate water lines Air HeadYESAir 5 psi or 10 ft. above highest conn. for 15 minutesYES5 psi Air HeadYESAir 50 P.S.I for 15 minutesYES90 psi Air Test Gas Piping 10 psi for 10 MinutesNO All Return Air Hard Duct WorkNO Duct Insulation - if required in unheated spacesNO Duct Testing Outside Conditioned SpaceNO Duct work sealed properlyNO O'Brien, John (Inspector) Dec 05, 2018Page (2) MWFRS Wind Load for Transverse MWFRS Wind Load for Longitudinal Direction Direction Surface GCpf p= Net Pressures Surface *GCpf p= Net Pressures (psf) (psf) (w/ (w/ (w/ (w/ +GCpi) -GCpi) +GCpi) -GCpi) Zone 1 0.54 14.35 28.61 Zone 1 0.40 8.71 22.97 Zone 2 -0.32 -19.68 -5.42 Zone 2 -0.69 -34.45 -20.20 Zone 3 -0.46 -25.32 -11.06 Zone 3 -0.37 -21.78 -7.52 Zone 4 -0.41 -23.17 -8.91 Zone 4 -0.29 -18.61 -4.36 Zone 5 -0.45 -24.95 -10.69 Zone 5 -0.45 -24.95 -10.69 Zone 6 -0.45 -24.95 -10.69 Zone 6 -0.45 -24.95 -1.0.69 ZonelE 0.75 22.75 37.00 ZonelE 0.61 17.03 31.28 Zone 2E -0.51 -27.50 -13.25 Zone 2E -1.07 -49.50 -35.24 Zone 3E -0.62 -31.83 -17.57 Zone 3E -0.53 -28.12 -13.86 Zone 4E -0.57 -29.85 -15.59 Zone4E -0.43 -24.16 -9.90 *Note: Use roof angle q=0 degrees for Longitudinal Direction. For Trans. when GCpf is neg. in Zones 2/2E: For Trans. when GCpf is neg. in Zones For Long. when GCpf is neg. in Zones 2/2E: 2/2E: Zones 2/2E dist. = 14.50 ft. Zones 2/2E dist. = 20.00 ft. Remainder of roof Zones 2/2E extending to ridge line shall use roof Zones 3/3E pressure coefficients. FILE COPY T! If h<15 then: Kh=2.01*(15/zg)^(2/a) (Table 6-3, Case 1b) If h>=15 then: Kh=2.01*(z/zg)^(2/a) (Table 6-3, Case 1b) a= 11.50 (Table 6-2) zg= 700.00 (Table 6-2) Kh= 1.10 (Kh=Kz evaluated at z=h) 1= 1.15 (Table 6-1) Velocity Pressure: qz=0.00256*Kz*Kzt*Kd*V^2*I (Sect. 6.5.10, Eq. 6-15) qh= 39.60 psf qh=0.00256*Kh*Kzt*Kd*V^2*I (qz evaluated at z= h) Design Net External Wind Pressures(Sect. 6.5.12.2.2): p=qh*[GCpf)-(+/GCpi)] (psf, Eq. 6-18) Wall and Roof End Zone Widths 'a' and '2*a'(Fig. 6-10) a= 3.00 ft. 2*a= 6.00 ft. 11 RESULTING PARAMETERS AND COEFFICIENTS: Member Properties for: Roof Angle, q = 24.15 deg, Mean Roof Ht, h= 21.75 ft. (h=(hr+he)/2, for angle>10 deg.) Check Criteria for a Low-Rise Building: • 1. Is h <= 2. Is h <= Lesser of L or B?Table 10-1 60? Yes, O.K. Yes, O.K. External Pressure Coeff's, GCpf(Fig. 6-10): (For values, see following wind load tabulations.) Positive & Negative Internal Pressure Coefficients, GCpi (Figure 6-5): +GCpi Coef. (positive internal pressure) = 0.18 -GCpi Coef. (negative internal pressure) -0.18 Input Data Wind Speed,V= 120 mph (Wind Map,figure 6-1) Bldg.Classification= Ill (Table 1-1 Occupancy Cat.) Exposure Category= D (Sect.6.5.6) Ridge Height, hr= 25 ft. (hr>=he) Eave Height,he= 18.5 ft. (he<=hr) Building Width= 29 ft. (Normal to Building Ridge) Building Length= 40 ft. (Parallel to Building Ridge) Roof Type= Gable (Gable or Monoslope) Topo. Factor, Kzt= 1.00 (Sect.6.5.7& Figure 6-4) Direct.Factor,Kd= 0.85 (Table 6-4) Enclosed?(Y/N) Y (Sect.6.2&Figure 6-5) Hurricane Region? N MWFRS Wind Load for Transverse, MWFRS Wind Load for Long.,Torsional Torsional Case Case Surface GCpf p=Net Pressure (psf) Surface GCpf p= Net Pressure (psf) (w/ (w/ (w/ (w/ +GCpi) -GCpi) +GCpi) -GCpi) Zone 1T -- 3.59 7.15 Zone 1T -- 2.18 5.74 Zone 2T -- -4.92 -1.35 Zone 2T -- -8.61 -5.05 Zone 3T -- -6.33 -2.77 Zone 3T -- -5.45 -1.88 Zone 4T -- -5.79 -2.23 Zone 4T -- -4.65 -1.09 Notes: 1. For Traverse, Longitudinal, and Torsional Cases: Zone 1 is windward wall for interior zone. Zone 1E is windward wall for end zone. Zone 2 is windward roof for interior zone. Zone 2E is windward roof for end zone. Zone 3 is leeward roof for interior zone. Zone 3E is leeward roof for end zone. Zone 4 is leeward wall for interior zone. Zone 4E is leeward wall for end zone. Zones 5 and 6 are sidewalls. Zone 1T is windward wall for torsional Zone 2T is windward roof for torsional case. case. Zone 3T is leeward roof for torsional case Zone 4T is leeward wall for torsional case. 2. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 3. Building must be designed for all wind directions using the 8 load cases shown below. The load cases are applied to each building corner in turn as the reference corner. 4. Wind loads for torsional cases are 25%of respective transverse or longitudinal zone load values.Torsional loading shall apply to all 8 basic load cases applied at each reference corner. Exception: One-story buildings with "h<=30', buildings <= 2 stories framed with light frame construction, and buildings<= 2 stories designed with flexible diaphragms need not be designed for torsional load cases. 5. Per Code Section 6.1.4.1,the minimum wind load for MWFRS shall not be less that 10 psf. 6. References: • ASCE 7-02, "Minimum Design Loads for Buildings and Other Structures". • "Guide to the Use of the Wind Load Provisions of ASCE 7-02" by: Kishor C. Mehta and James M Delahay (2004). I REScheck Software Version 4.6.2 ,J( compliance Certificate FILE COPY Project SERINI RESIDENCE Energy Code: 2015 IECC Location: Warren County, New York Construction Type: single-family 23920-1-18 RC-0376-2018 Project Type: New Construction Serini, Sharon & Michael Conditioned Floor Area: 2,140 ft2 1 Glazing Area 1% SFD wigas FP 2934 State Route 9L Climate Zone: 6 (8499 HDD) 2140 s.f. Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: QUEENSBURG,NY ROTUNDA BARDEN&ROBESON HOMER, NY MIDDLEPORT, NY ompliance:Passes using UA trade-off Compliance: 2.2%Setter Than Code Maximum UA: 248 Your UA: 245 The%Better or Worse Than Code Index reflects how close to compliance the house is based on codetrade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. REVIEWED FOR Envelope Assemblies . 1, I7n -Ycro1 EcCoMP_La_ C Gross Area Cavity Cont. Assembly,. or R-Value R-Value U-Factor LEA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,070 49.0 1.6 0.025 27 Wall 1:Wood Frame, 16"o.c. 2,412 21.0 1.9 0.051 118 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 33 0.320 11 Door 1:Solid 70 0.091 6 Floor 1:Slab-On-Grade:Unheated 122 10.0 0.684 83 Insulation depth: 4.0' 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 kjgsj gd to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed•rn h -5E clil gk Inspection Checklilisgt. /) �q(�! k , a A l,,,0,/ /0:� 4✓ 5 ffi I '.5 Name-Title Sig natu e ®< . °,-, '`. t� d Date R "i lE 0 , ;• / Z: JUE2Q18 .40, of rw,4%) 40 t �� fdiiillii4°TOBUIL� GQUEENSBURY&CODES Project Title: SERINI RESIDENCE Report date: 06/07/18 Data filename: Untitled.rck Page 1 of 9 REScheck Software Version 4.6.2 inspection Checklist CI Energy Code: 2015 9ECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the .1' building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 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 Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: 413 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 I Medium Impact(Tier 2) —r3 lLow Impact(Tier 3) Project Title: SERINI RESIDENCE Report date: 06/07/18 Data filename: Untitled.rck Page 2 of 9 Section Plans Verified Field Verified # Facandation Inspection Value Value Complies? Comments/Assumptions & Req.lb '„ 402.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation ft ft ElComplies See the Envelope Assemblies [FO3]l' depth/length. ❑Does Not table for values. 9) ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ElComplies [FO11]z to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ElComplies [FO1212 controls installed. '❑Does Not • ' ['Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier _I Project Title: SERINI RESIDENCE Report date: 06/07/18 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified - Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments%Assurnptior�s &RegJD „x 402.1.1, Door U-factor. U- U- DComplies 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- _____ DComplies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, DNot Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies [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 DComplies [FR23]1 installed per manufacturer's ODoes Not instructions. DNot Observable '❑Not Applicable 402.4.3 Fenestration that is not site built DComplies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 [(Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 Supply and return ducts in attics DComplies [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. 403.3.3.5 Building cavities are not used as DComplies [FR15]3 ducts or plenums. ❑Does Not ci, ['Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- _____ R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- ❑Not Observable 3' ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. Oboes Not ,t;) DNot Observable DNot Applicable 1403.5.3 Hot water pipes are insulated to R- R- DComplies '[FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are DComplies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. DNot Observable ❑Not Applicable ti. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SERINI RESIDENCE Report date: 06/07/18 Data filename: Untitled.rck Page 4 of 9 Additional Comments/Assumptions: • • 1 iHigh Impact(Tier 1) 12 [Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SERINI RESIDENCE Report date: 06/07/18 Data filename: Untitled.rck Page 5 of 9 Section Plans Verified Field Verified -- #� Insulation Inspection Value value Complies? Comments/Assumptions & Req 1D 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 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 ❑Complies T [IN4]1 manufacturer's instructions. ODoes Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: • • 1 1High Impact(Tier 1) 2 !Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SERINI RESIDENCE Report date: 06/07/18 Data filename: Untitled.rck Page 6 of 9 • Section i ' Final Inspection Provisions PlansValueVerified Fief luefiecl Complies? Comments/Assumptions & Req,ID ' 402.1.1, Ceiling insulation R-value. R- • R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood EDoes Not table for values. 402.2.2, Steel 402.2.6• ❑ ❑ Steel ❑Not Observable [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. EDoes Not [FI2]1 Blown insulation marked every 300 ft2, ['Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent EDoes Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]'- insulation R-value of the EDoes Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and EDoes Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 EDoes Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in [Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]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. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of EDoes Not design air flow. [Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [F19]2 installed for control of primary EDoes Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or EDoes Not accessible manual controls, ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) I Project Title: SERINI RESIDENCE Report date: 06/07/18 Data filename: Untitled.rck Page 7 of 9 Section Plans Verified Field Verified Final Inspection Provisions Value ValueComplies? Comments/Assumptions &RegelD 403.6.1 All mechanical ventilation system DComplies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat DComplies [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 DComplies _ ._.__ __ _ __ ._ [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. 403.5.1.2 Electric heat trace systems ❑Complies [F129]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 Water distribution systems that DComplies [FI30]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ['Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. 403.5.4 Drain water heat recovery units DComplies [FI31]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 75%of lamps in permanent DComplies 1permanent fixtures or75%of ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable _ • 404.1.1 Fuel gas lighting systems have DComplies • [FI23]3 no continuous pilot light. ❑Does Not 4), ❑Not Observable :Not Applicable 1 'High Impact(Tier 1) 12 1Medium Impact(Tier 2) j 3 Low Impact(Tier 3) Project Title: SERINI RESIDENCE Report date: 06/07/18 Data filename: Untitled.rck Page 8 of 9 • � �I Section IPlans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions &RegolD 1.7 401.3 Compliance certificate posted. Complies [F17]2 ❑Does Not Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: • • • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SERINI RESIDENCE Report date: 06/07/18 Data filename: Untitled.rck Page 9 of 9 fv, 2015IECC Energy Efficiency Certificate Insulation Rating R Value Above-Grade Wall 22.92 Below-Grade Wall 0.00 Floor 10.00 Ceiling /Roof 50.62 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SFIGC Window 0.32 Door 0.09 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments NATURAL LIGHT,VENTILATION&EMERGENCY EGRESS CALCULATION SHEET FILE COPY Project Location: C i 0� C}f, i -e J�� Primary Owner (s): C�'-/a, -� � cY�j 7- 0 11. T • Habitable Sq. Ft. Required Actual Required Actual Sq.ft. Rooms of Light Light Ventilation Ventilation opening Room (8%of rm.) (sq.ft.) (4%of room) (sq.ft.) for Egress • 614/4r Ly icizy r 777 5'6. l6 e t 2 .2.0bOe s",g .16 1312_ I 17.Z. 1y. 3Li' 2,11;11 = 7 /7 /3 9 6. ° /7 /3# 2 17.E 11. 31, ay,71 7. l7 i3 , . /7 g23 I617 - 3 . g _33. - 6.. 63 fe ,b 6 •7 . 1110Y 173- I3. 67 . 33,37 _ G 15 .6 6. /7 I "5\ ECELIVGiTyl .1p JUN202018 ' yji I TOWN OF QUEENSBURY B JILD NG&CODES 1 Prinail tit n Rev hl ad 81g Rani to ucture Revised March 2018 .•R WINDOW SCHEDULE CALCULATION SHEET Project Location: -7/7 e-- L Primary Owner (s): /0-Ae c./Ili1'c, 7 (-/7/ f Habitable K,re 3 1 M; 3 srN/y Rooms , " ,3.� 3 Window#Better T 3oz o Tv, 30y,0/ -'vi3o'1/Ee ?w3a3z(au� On Plan 7wIo,alo► "? Manufacturer rV c in#DeEseni !{ni/Perse7,4 4N0em 1 Name Model/Type y eo N 00 y 0 D y 00 Unit/Block# Cell Size Rough Opening , 3 Width 3 ��g 3 .-/g„ 6-3 X 6 3�y_,>1 Sq. Ft.Vent 3,36 ( , ,- 1,1, y _7•7_ Sq. Ft.Egress/ Clear Opening 3`' (. J? I./7 3.e2 Clear Opening- )3 �g`I 33 fg" 337s" 3 3 79" Width in Inches Clear Opening- it/ 1/9.n 016 „ 0761 a 16/y„ Height in inches Special Hardware or instructions U-Value l , 3l , 3l 3 / PrTac prie°tgucantAgliseu gh 8 r n iiii 'trtucture Revised March 2018 FiiLE`iFireplace Company,Inc. ACE Estimate 2951 Lake Shore Drive S ,, COMPANY Lake George,NY 12845 #�) ,N 1, b ) Date 6/5/2018 Phone: (518) 668-9300 '-tt �=��--' Fax: (518) 668-9380 Estimate# 7427 "We Keepmhe Home Fires Burning" Customer - R— Phone: 845-234-1104 Mike Serini FILE COPY Work/Cell: 177 Chapel Hill Road Job Location: 2934 State Route 9L Highland,NY 12528 Lake George,NY Qty Item Description Cost , - Total 1 TFCMFP FP10 Valcourt Lafayette High Eifficency Wood 2,780.00 . 2,780.00T Fireplace 1 TFCMFP VA1ORE06 Black Door Overlay 103.00 103.00T 1 TFCMFP VA10FLO6 Crown Faceplate 567.00 567.00T 1 TFCMFP AC01560 Fire Screen 114.00 114.00T 1 MHS-AK4 Outside Combustion Air Kit 65.00 65.00T TFCSH Shipping 95.00 95.00T 5 TFCMVENT 4"Flex Air Duct 7.00 35.00T 1 ICC-6EAP Anchor Plate 63.00 63.00T 2 ICC-6ERS Radiation Shield,Regular 65.00 130.00T 6 ICC-6EL48 Insulated Pipe 255.00333 1,530.02T IECE, 01619 Subtotal JUN 2 0 2010 Sales Tax (7.0%) TOWN OF QUEENSBURY Total Manufacturers are liable for the warranties on their prods its. Cus eite v;l Feie i t taEoamy cost incurred above manufacturer's warranty reinthursement. YtWe-wairanf}-orur-instaliattonsfor-12-mrnt •'t the installation invoice date. Payment to be made as follows: 50%Deposit -Balance Due Day of Completion Acceptance of Estimate-The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Authorized Signature: Customer Signature: Date of Acceptance: Note: This estimate may be withdrawn by us if not accepted within 30 days. Special orders,fireplaces,stoves,stone and electrical parts are nonare?urnable and non-refundable. 25%restocking fee on returned items. A service charge of 1.5%(18%APR)will be added monthly to all amounts over 30 days with a$15 minimum charge. Te-Fir F1RiPL4CE 'eplace Company,Inc. Estimate rive Lake George,NY 12845 } �e y CoMPANY �k) ,� Date 6/5/2018 Phone: (518) 668-9300 n* Fax: (518) 668-9380 Estimate# 7427 "We Keepme Home Fires Burning" Customer Phone: 845-234-1104 Mike Serini _ Work/Cell: 177 Chapel Hill Road - Job Location: 2934 State Route 9L Highland,NY 12528 Lake George,NY Qty _Item Description Cost Total 1 ICC-6EDRC Cap,Rain,Deluxe 100.00 100.00T • 1 ICC-ESC Storm Collar 24.00 24.00T TFCMSM Custom Galvalume Chase Pan 275.00 275.00T TFCIALR Installation Labor 1,200.00 1,200.0OT **Framing,Insulating,Sheetrocking,and Finish Work Provided by OTHERS** _ All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This is an estimated proposal. Any alteration or deviation from above specifications and discussed installation will be billed as time and material.It will become an extra charge over and above this estimate. Deposit and payment arrangements are as specified below. Final payment is required on the day - Subtotal $7,081.02 of installation and any additional billing adjustments will be made on or after installation date. When using a credit card for payment,you authorize us to charge the balance of this estimate the day of installation. All Sales Tax (7.0%) $495.67 agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tornado and other necessary insurance. Our workers are fully covered by Workrnan's Compensation Insurance. Total $7,576.69 Manufacturers are liable for the warranties on their products. Customers will be responsible for any costs incurred above manufacturer's warranty reimbursement. We warranty our installations for 12 months from the installation invoice date. • Payment to be made as follows: 50% Deposit -Balance Due Day of Completion Acceptance of Estimate-The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Authorized Signature: Customer Signature: Date of Acceptance: Note: This estimate may be withdrawn by us if not accepted within 30 days. Special orders,fireplaces,stoves,stone and electrical parts are nonate?u nable and non-refundable. 25%restocking fee on returned items. A service charge of 1.5%(18%APR)will be added monthly to all amounts over 30 days with a$15 minimum charge. Burnell's Plumbing and Heating LLC Estimate Act 197 Main Street Hudson Falls,NY 12839 US (518)480-3087 146- ne renee@burnellsplumbingandheating.com Fmnibinr imitrearmiM vgiozzgas.v. Huilsonfalls ADDRESS 1180161181 Sharon Serini 2936 State Rt 9L Lake George,NY 12845 2917 06/21/2018 DATE f AcTIVITY QTY RATEAiMatVE 06/21/2018 I FIL-001 1 12,158.00 12,158.00 Installation of complete single zone warm air system. York YHJF Heat Pump -York Air Handler w/coil. -Backup electric heat coil. -Main duct run and returns Boot w/Filter -Floor registers. -Return filter Grilles. -Includes switch on unit, outlet. OP‘t - Condensate removal line and pump. ILE G -Venting materials,hangers. - Screws, Tape,Hangers,and sealant. -Digital programmable thermostat. -Labor to complete job per code. -Electrical - 6 Programmable thermostats - 1 Nest thermostat. -Fittings. -Labor to complete Job per code. 06/21/2018 HL-001 1 j 5,654.59 5,654.59 Arzel Zoning System for 7 zones. -Zone control. -Zone dampers. - Tubing. - Transformers. -Bypass damper. -Pressure switch. We Appreciate Your Business, Thank You! u r • Estimates are good for(30)thirty days from this date: TOTAL $17,812.59 *Upon Acceptance of this estimate we will require a deposit on the account of 50%. With the balance due upon completion* of said work,if multiple items are estimated and broken out into separate items each one will be due upon the per completion, on the date of completion *(Multiple attempts to collect a 5%fee will be added to the balance due) Accepted By Accepted Date • r Business Thank You! We Appreciate You , 1169652-YTG-B-0216 . ' 4 s t- :., ® DESCRIPTION The AHE Air Handler line offers the ultimate in comfort, sound s f and application flexibility. This unit may be used for upflow, �'� .� ten, - i r 4; _ downfiow, horizontal right, or horizontal left applications. No 44 s a.it.; .14 special kits are required to install this deluxe product. All JCI Unitary Products air handlers and coils use a TXV to pro- vide our customers with the optimum performance and refriger- TECHNICAL GUIDE ant control.Air handlers are shipped with"Flex-coils"without a. factory installed metering device. For added flexibility, an R-22 SINGLE PIECE STANDARD ECM or R-410A TXV or orifice can be field installed to meet your AIR HANDLERS refrigerant choice. • FOR USE WITH SPLIT-SYSTEM FEATURE COOLING&HEAT PUMPS Thermal Expansion Valve - Provides the ultimate refrigerant MODELS:AHEI8 THRU 60* control required for today's high efficient product.The UPG bolt- on TXV provides easy installation to convert the air handler to a ,a the required refrigerant,which is a true bolt-on design that does =---` "- °`= not require brazing to replace or install. 44. Q3 Insulated Cabinet-All air handler cabinets are thermally insu- , z t -"Y4BIr V ; - .,� , - fated with 3/4"foil faced insulation to prevent sweating, ':` 1=A f s �'_-- fi,»a Factory Sealed-Achieves 2%or less total airflow leakage rate .- "='_;d_e __ -i-:-kt. at duct blaster field test conditions for system airflow verifica- =,r„--A .._ - tion. . *:--•,W : ;�= Durable Finish Inside and Out-Air handler casings are made .° 11m : n_y . ;I of pre-painted galvanized steel which provides a better paint to '"'r r � .1 steel bond that resists corrosion and rust creep.All internal coil k` '.: =-=.,�g> *.. ` sheet metal parts are made of G60 galvanized or prepainted ,- t- G30 galvanized. , 4 Filters -All models have internal filter racks provided for use ' � r with 1"thick standard size filters. a g,f= �-- V x.�.c t s �11 Electric Heat Kits -6HK series of field installed electric heat ' kits are available for installation friendly and easy service appli- tO t - cations. G6v1fleysek�piag s 5 - -L D- . High Efficiency Blowers - All models-use high efficiency Rep«,� oa rsgo* V.gt', :: '�, brushless DC motors to provide cooling SEER rating enhance- -- ment. * * act is,_ . / AMERICAN :', ' ® '�'�Qoiittcctsi�u�‘`°� QUALITY � : DESIGNED,ENGINEERED& 4-1,1�'/�:". ISO 9001 - ASSEMBLED IN THE USA (� I(� �J V V Certified Quality • � Management System -- Due to continuous product improvement, specifications are subject to change without notice, • Visit us on the web at . www.pgn-Lc.,n and www.york.colln Additional rating information can be found at: MAP!.ahli°Idiirrectory orfj WARRANTY ' Standard 5-year limited parts warranty. Extended 10-year limited parts warranty when product is registered online within 90 days of purchase for replace- ment or closing for new home construction. FOR DISTRIBUTION USE ONLY-NOT TO BE USED AT POINT OF RETAIL SALE • 1169652-YTG-B20216 COOLING CAPACITY' Models Rated CFMZ Entering Air MBH@ Evap.Temp.and Corresponding R-410A Pressure(°F/PSIG) Dry/Wet Bulb(°F) 35/107.9 40/118.9 45/130.7 50/143.3 85/72 37.9 - 33.7 28.3 23.3 610 80/67 31.8 27 22.5 17.6 75/62 26.4 21.5 16.7 ' 11.6 AHE18B 70/57 20.7 18.4 15.8 13.5 85/72 49.7 43.2 36.9 28.4 850 80/67 42.1 - 35.1 28.8 22.5 75/62 33.7 28 21.4 14.7 70/57 . . 26.5 23.8 20.3 16.9 85/72 37.9 33.8 29 24.4 585 80/67 31.7 27.7 23 22.8 75/62 26.4 22.1 19.5 15.8 70/57 20.2 18.4 16 13.5 85/72 - -47.7 42.6 35.3 30.3 AHE22B 795 80/67 40.1 - 34.7 28.9 22.8 75/62 32.7 27.1 24.7 19.1 70/57 25.7 23.5 20.5 17.1 85/72 55.5 47.5 41.6 34.4 985 80/67 45.8 40.1 32.5 22.8 75/62 38.1 31.7 28.2 23.2 70/57 29.9 27.8 23.9 20.3 85/72 38.7 34.4 30.1 24.7 585 80/67 33.6 28.9 23.9 18.9 75/62 27.2 22.7 17.8 12.8 70/57 21.2 18.6 16.2 13.7 85/72 50.8 45.2 38.4 32.0 AHE24B 795 80/67 43.7 • 36.8 31 24.0 75/62 35.7 29.5 23.1 16.1 70/57 27.9 24.5 21 17.6 85/72 64.9 54 45.6 37.8 985 80/67 52.3 44.6 36.9 28.4 75/62 42.2 35.2 26.8 19.3 70/57 33.6 29.6 25.4 21.4 , 85/72 38.7 34.4 30.1 24.7 585 80/67 . 33.6 28.9 23.9 18.9 75/62 27.2 22.7 17.8 12.8 70/57 21.2 18.6 16.2 13.7 85/72 50.8 45.2 38.4 32.0 AHE30B 795 80/67 43.7 36.8 31 24.0 75/62 35.7 29.5 23.1 16.1 70/57 27.9 24.5 21 17.6 85/72 64.9 54 . 45.6 37.8 985 80/67 52.3 44.6 36.9 28.4 75/62 42.2 35.2 26.8 19.3 70/57 33.6 29.6 25.4 21.4 85/72 49.4 44 37.6 31.3 730 80/67 42 36.4 29.5 22.9 75/62 34 28.4 25.1 20.2 70/57 26.6 23.9 20.7 17.5 85/72 55.5 50.4 42.1 35.2 855 80/67 48 40.3 33.3 26.4 75/62 38.8 32.5 28.6 23.1 AHE34C 70/57 30.6 28 23.8 19.9 85/72 63.3 56.3 48.3 40.1 1000 .80/67 54.2 46.4 38.3 29.8 75/62 43.8 36.3 32.9 26.4 70/57 34.4 31.7 27.4 23.0 85/72 71.3 63,5 55.1 44.8 . 1190 80/67 61.3 53.1 43.5 33.7 75/62 49.8 40.3 37.5 30.2 70/57 38.8 36.5 31.5 26.7 For notes see Page 4. Johnson Controls Unitary Products 3 I. Burnell's Plumbing and Heating LLC Estimate .- 197 Main Street --43a- Hudson Falls,NY 12839 US (518)480-3087 renee@burnellsplumbingandheating.com plillitintallbr-Keating-a vissmsgsmesuar lindsonfalls 111150ADDRESS - 81 Sharon Serini 2936 State Rt 9L Lake George,NY 12845 ESTIMATE DATE 2917 106/21/2018 1 DATE ACTIVITY QTY TE 06/21/2018 HL-001 1 12,158.00 12,158.00 Installation of complete single zone warm air system. =York YHJF Heat Pump -York Air Handler w/coil. -Backup electric heat coil. -Main duct run and returns Boot w/Filter -Floor registers. -Return filter Grilles. -Includes switch on unit, outlet. - Condensate removal line and pump. -Venting materials,hangers. - Screws, Tape,Hangers, and sealant. -Digital programmable thermostat. -Labor to complete job per code. -Electrical - 6 Programmable thermostats - 1 Nest thenuostat. -Fittings. • -Labor to complete Job per code. 06/21/2018 HL-001 1 5,654.59 5,654.59 Arzel Zoning System for 7 zones. -Zone control. -Zone dampers. -Tubing. -Transformers. -Bypass damper. -Pressure switch. We Appreciate Your Business,Thank You! Estimates are good for(30)thirty days from this date. TOTAL $17,812.59 *Upon Acceptance of this estimate we will require a deposit on the account of 50%. With the balance due upon completion* of said work,if multiple items are estimated and broken out into separate items each one will be due upon the per completion, on the date of completion *(Multiple attempts to collect a 5%fee will be added to the balance due) Accepted By Accepted Date We Appreciate Your Business,Thank You! 4 - 1169652-YTG-B-0216 yam— r7 .r 7 ® DESCRIPTION • ' t The AHE Air Handler line offers the ultimate in comfort, sound Es a o '° T and application flexibility. This unit may be used for upflow, �. e downflow, horizontal right, or horizontal left applications. No _ 4 ka KA-,ki �=' special kits are required to install this deluxe product. All JCI Unitary Products air handlers and coils use a TXV to pro- vide our customers with the optimum performance and refriger- TECHNICAL GUIDE ant control.Air handlers the shipped with"Flex-coils"without a factory installed metering device. For added flexibility, an R-22 SINGLE PIECE STANDARD ECM or R-410A TXV or orifice can be field installed to meet your AIR HANDLERS refrigerant choice. FOR USE WITH SPLIT-SYSTEM FEATURE COOLING&HEAT PUMPS Thermal Expansion Valve - Provides the ultimate refrigerant MODELS:AHE18 THRU 60* control required for today's high efficient product.The UPG bolt- on TXV provides easy installation to convert the air handler to �n-- the required refrigerant,which is a true bolt-on design that does 1 LK 0 "I= -y4 • , r u= not require brazing to replace or install. - RA;_:, ;a Fr- ` Insulated Cabinet-All air handler cabinets are thermally insu- lated with 3/4"foil faced insulation to prevent sweating. r.1• :;2 T f;Wa 18. Factory Sealed-Achieves 2%or less total airflow leakage rate t '�_ ; =M .,' `,* at duct blaster field test conditions for system airflow verifica • F, cF; Durable Finish Inside and Out-Air handler casings are made a--g-wj r y y 1 of pre-painted galvanized steel which provides a better paint to ‘-: >i w ..; steel bond that resists corrosion and rust creep.All internal coil ' tk ' g.s ` ; �:,, -�;-kttfi sheet metal parts are made of G60 galvanized or prepainted 0 -•rye.,;: . _- G30 galvanized. Filters -All models have internal filter racks provided for use too .. • with 1"thick standard size filters. �•�� ta i Electric Heat Kits - 6HK series of field installed electric heat` � .s kits are available for installation friendly and easy service appli- 't^7" +•1,-,—,+�„�43'' `'.:44%. cations.. �M\tEaW 170 Ca,,,u4J krc F a1 v'.-02-::'Gi+,-z ,. = High Efficiency Blowers - All models use high efficiency 9)4., a 'oI9oo -fr w J` os,` brushless DC motors to provide cooling SEER rating enhance- ment.riW"x7 ° < * * ;*1 .') I AME1R{CAN ® �..sb n rzccisi ��o� QUALITY: DESIGNED,ENGINEERED& ISO 9001 .. ASSEMBLED IN THE USA , C - w. U S Certified Quality Management System Due to continuous product improvement, ' specifications are subject to change without notice, Visit us on the web at: www.upgnetconv and w w ycrk c•m Additional rating information can be found at: ' wwoahrtdIred*ry.or1 WARRANTY - • Standard 5-year limited parts warranty. Extended 10-year limited parts warranty when product is registered online within 90 days of purchase for replace- - ment or closing for new home construction. FOR DISTRIBUTION USE ONLY-NOT TO BE USED AT POINT OF RETAIL SALE Z ' .7 ' 1169652-YTG-B-0216 " DIM( NSI cNS & DUCT CONNECTION DIMENSIONS 13° Blower , 0 ` �l Compartment I Top Outlet Dimensions A I • Service . . Disconnect Refrigerant D Drain Connections'1 Panel Connections foruptiow . Applications' 'a. 7-11/32" 51 e €-:% E k, ' 20 5/16° Bottom Inlet ." ! ' � 4:•_� Dimensions . Filter a / Drain Pan Connections Access. for Horizontal Applications A024-001 Dimensions . • • Dimensions Wiring Knockouts Refrigerant Connections Models .. A B C D E F J K Line Size . Height Width Depth Power Control Liquid Vapor AHE18B3X(H,T)21 46" 17 1/2" 16 1/2" 13-29/32" 16 1/2" AHE22B3X(H,T)21 46" 17 1/2" 16 1/2" 13-29/32" 16 1/2" AHE24B3X(H,T)21 46" 17 1/2" 16 1/2" 13-29/32" 16 1/2" 3/4" • AHE30B3X(H,T)21 -46" 17 1/2" 161/2" 13-29/32" 16 1/2" 7/8"(1/2")1 AHE34C3X(H,T)21 52" 21" 21 1/2" 21 1/2" 17-13/32" 20" 1-3/8"(1") 7/8"(1/2") 3/8" AHE36C3X(H,T)21 52" .21" 21 1/2" 17-13/32" 20" 1-23/32"(1-1/4") AHE42D3X(H,T)21 •57' 24 1/2" 26" 20-29/32" 23-1/2" . AHE48D3X(H,T)21 57" 24 1/2'' 26" 20-29/32" 23-1/2" - 7/8" AHE60D3X(H,T)21 •57" 24 1/2" 26" 20-29/32" 23-1/2" • 1.'Actual size(Conduit size). COIL TECHNICAL DATA . --. . Refrig. Face Area Rows Fins Coil Size' Tube Tube Fin Models Application Conn.Types (Sq.Ft.) Deep Per In. Geometry Dia., Type AHE18B3X(H,T)21 Cooling/Heat Pump Sweat 3.4 2 . 14 (2)14 x 17.5 1 x 0.866 3/8 Enhanced • AHE22B3X(H,T)21 Cooling/Heat Pump Sweat 3.9 2 . 14. (2)16 x 17.5 1 x 0.866 •3/8 . Enhanced AHE24B3X(H,T)21 Cooling/Heat Pump Sweat 3.9 3 12 (2)16 x 17.5 1 x 0.866 3/8 Enhanced AHE30B3X(H,T)21 Cooling/Heat Pump Sweat 3.9 3 12 (2)16 x 17.5 •1 x p.866 3/8 Enhanced AHE34C3X(H,T)21 Cooling/Heat Pump Sweat 3.9 3 12 (2)16 x 17.5 1 x 0.866 3/8 Enhanced AHE36C3X(H,T)21 Cooling/Heat Pump Sweat 4.9 3 12 (2)20 x 17.5 1 x 0.866 3/8 Enhanced AHE42D3X(H,T)21 Cooling/Heat Pump Sweat 5.4 3 .12 (2)22 x 17.5 1 x,0.866 3/8 Enhanced • AHE48D3X(H,T)21 Cooling/Heat Pump Sweat 5.8 3 11 (2)24 x 17.5 1 x 0.866 3/8:• Enhanced I AHE60D3X(H,T)21 Cooling/Heat Pump Sweat 6.8 3 12 (2)28 x 17.5 1 x 0.866 3/8 Enhanced I 2 Johnson Controls Unitary Products t • 1169652-YTG-B-0216 COOLING CAPACITY1 • Models Rated CFMZ Entering Air MBH@ Evap.Temp.and Corresponding R-410A Pressure(°F/PSIG) Dry/Wet Bulb(°F) 35/107.9 40/118.9 45/130.7 50/143.3 85/72 37.9 33.7 28.3 23.3 610 80/67 31.8 27 22.5 17.6 75/62 26.4 21.5 16.7 11.6 AHE18B 70/57 20.7 18.4 15.8 13.5 85/72 49.7 43.2 36.9 28.4 850 80/67 42.1 35.1 28.8 22.5 75/62 33.7 28 21.4 14.7 70/57 26.5 23.8 20.3 16.9 85/72 37.9 - 33.8 29 24.4 585 80/67 31.7 27.7 23 22.8 75/62 26.4 22.1 19.5 15.8 70/57 20.2 18.4 16 13.5 85/72 47.7 42.6 35.3 30.3 AHE22B 795 80/67 40.1 34.7 28.9 22.8 75/62 32.7 27.1 24.7 19.1 70/57 25.7 23.5 20.5 17.1 85/72 55.5 47.5 41.6 34.4 985 80/67 45.8 40.1 32.5 22.8 75/62 38.1 31.7 28.2 23.2 70/57 29.9 27.8 23.9 20.3 85/72 38.7 34.4 30.1 24.7 585 80/67 33.6 28.9 23.9 18.9 75/62 27.2 22.7 17.8 12.8 • 70/57 21.2 18.6 16.2 13.7 85/72 - 50.8 45.2 38.4 32.0 AHE24B 795 80/67 43.7 36.8 31 24.0 75/62 35.7 29.5 23.1 16.1 70/57 27.9 24.5 21 17.6 85/72 64.9 54 45.6 37.8 985 80/67 52.3 44.6 36.9 28.4 75/62 42.2 35.2 26.8 19.3 70/57 33.6 29.6 25.4 21.4 • 85/72 38.7 34.4 30.1 24.7 585 80/67 33.6 28.9 23.9 18.9 75/62 27.2 22.7 17.8 12.8 70/57 21.2 18.6 16.2 13.7 85/72 50.8 45.2 38.4 32.0 AHE3OB 795 80/67 43.7 36.8 31 24.0 75/62 35.7 29.5 23.1 16.1 70/57 27.9 24.5 21 17.6 85/72 64.9 54 45.6 37.8 - 985 80/67 52.3 44.6 36.9 28.4 75/62 42.2 35.2 26.8 19.3 70/57 33.6 29.6 25.4 21.4 85/72 49.4 44 37.6 31.3 730 80/67 42 - 36.4 29.5 22.9 75/62 34 28.4 25.1 20.2 70/57 26.6 23.9 20.7 17.5 85/72 55.5 50.4 42.1 35.2 855 80/67• 48 40.3 33.3 26.4 75/62 38.8 32.5 28.6 23.1 AHE34C 70/57 30.6 28 23.8 19.9 85/72 63.3 56.3 48.3 40.1 1000 80/67 54.2 46.4 38.3 29.8 75/62 43.8 36.3 32.9 26.4 70/57 34.4 31.7 27.4 23.0 85/72 71.3 63,5 55.1 44.8 1190 80/67 61.3 53.1 43.5 33.7 75/62 49.8 40.3 37.5 30.2 70/57 38.8 36.5 31.5 26.7 For notes see Page 4. • Johnson Controls Unitary Products 3 h or 1169652-YTG-B-0216 COOLING CAPACITY1 (Continued) Models Rated CFM2 Entering Air MBN@ Evap.Temp.and Corresponding R-410A Pressure(°FIPSIG) Dry/Wet Bulb(°F) 35/107.9 401118.9 45/130.7 50/143.3 85/72 49.3 45.2 38.3 31.4 730 80/67 43 37.3 31 24.0 75/62 34.7 28.8 22.8 16.2 70/57 26.8 - 23.4 20.4 16.9 85/72 59.1 51 44.1 36.5 855 • 80/67 49.3 42.4 35.4 27.6 75/62 39.9 33.1 26.1 18.2 AHE36C 70/57 31.1 26.9 23.5 19.7 85/72 65.2 59.5 51.2 41.3 1000 80/67 56.4 48.3 39.9 31.3 75/62 45.8 38.1 29.7 20.8 70/57 35.7 31.2 26.9 22.6 , 85/72 67.5 65.9 59.8 48.7 1190 80/67 64.9 56.7 46.2 35.7 75/62 53.5 43.2 34.1 24.0 70/57 41.4 36.6 31.5 26.2 85/72 56.6 51.1 42.8 35.6 820 80/67 48.6 41.1 34.8 27.6 75/62 39.4 33 26 18.3 70/57 30.5 26.6 23.1 19.6 85/72 65.7 61 52.7 42.9 1000 80/67 58 49.6 41.1 32.1 . 75/62 46.7 38.9 30.4 21.8 AHE42D 70/57 36.4 31.6 27.6 23.3 85/72 67.9 71.4 60.2 48.8 1180 80/67 65.6 56.9 47.1 37.1 75/62 . 53.8 45.2 34.7 24.6 • 70/57 42.2 37.1 31.9 27.0 85/72 69.4 81 68 57.2 1385 80/67 77.1 65.4 54.1 41.6 75/62 62.1 51 39.8 28.1 70/57 48.1 42.5 36.8 30.6 85/72 69 59.8 51.3 41.5 1000 80/67 56.5 48.2 39.7 29.9 75/62 45.1 36.8 28.3 18.9 70/57 34.4 31 26.8 22.5 85/72 79.5 69.7 59.9 48.6 1195 80/67. 65.2 55.5 45.5 34.9 75/62 52.2 42.5 32.6 21.8 AHE48D 70/57 40.1 36.1 31.1 26.2 85/72 90 78.1 66 54.5 1385 80/67 73.5 62.7 51.3 38.7 75/62 59.2 48.2 36.9 24.0 70/57 45.2 41 35.4 29.7 85/72 102.2 90 74.3 60.4 1600 80/67 83.6 70.6 57.2 43.1 75/62 66.1 54 41.2 27.0 70/57 50.7 46.1 39.8 33.4 85/72 83.6 73.7 62.9 51.6 1190 80/67 68.2 58.4 48.4 37.1 75/62 54.9 45.3 34.8 23.9 70/57 42.2 37.3 31.9 26.9 85/72 . 95.9 84.1 71.9 58.8 1390 80/67 79.2 67.4 54.4 41.6 75/62 62.4 51.2 39.7 26.9 AHE60D 70/57 48 42.5 36.8 30.6 85/72 106.3 94.2 78.5 63.5 1565 80/67 87.6 73.9 60.2 45.9 75/62 69.3 56.8 43.5 29,7 70/57 53.1 46.9 40.5 34.1 85/72 122.1 107.1 90.9 72.6 1835 80/67 100.2 85.9 69.8 51.8 75/62 79.7 65.3 49.8 32.9 70/57 60.8 54.1 46.4 38.7 1. Actual capacity varies with the outdoor AC or HP that is used with the system. 2. Airflow is calculated for each system tonnage. 4 Johnson Controls Unitary Products 1 4k s z 1169652-YTG-B-0216 APPLICATION FACTORS-RATED CFM VS.ACTUAL CFM %Of Rated Airflow(CFM) 80% 90% 100% 110% 120% Capacity Factor 0.96 0.98 1.00 1.02 1.03 PHYSICAL&ELECTRICAL DATA-COOLING ONLY Models AHE18B AHE22B AHE24B AHE30B AHE34C AHE36C AHE42D AHE48D AHE6OD (6ELE6) (6ELE7) (6ELE8) (6ELE9) (6ELF0) (6ELF1) (6ELF2) Blower-DiameterxWidth 10x3 10x8 10x8 10x8 11x10 11x10 11x10 11x10 11x10 HP 1/3 HP 1/3 HP 1/3 HP 1/3 HP 1/2 HP 1/2 HP 1/2 HP 3/4 HP 3/4 HP Motor Nominal RPM 1050 1050 1050 1050 1050 1050 1050 1050 1050 Voltage 208/230• 208/230 208/230 208/230 208/230 208/230 208/230 208/230 208/230 Full Load Amps @230V 2.8 2.8 2.8 2.8 4.1 4.1 4.1 6.0 6.0 Type DISPOSABLE OR PERMANENT . Filters Size 16x20x1 16x20x1 16x20x1 16x20x1 20x20x1 20x20x1 22x20x1 22x20x1 22x20x1 • Permanent Type Kit 1 PF0601 BK 1 PF0601 BK 1 PF0601 BK 1 PF0601 BK 1 PF0602BK 1 PF0602BK 1 PF0603BK 1 PF0603BK 1 PF0603BK Shipping/ 115/103 120/105 120/105 120/105 152/137 152/137 168/150 171/153 174/156 Operating Weight(Ibs.) 1. Field supplied. . KW&MBH CONVERSIONS-FOR TOTAL POWER INPUT REQUIREMENT For a power distribution voltage that is different than the provided nominal voltage, multiply the kW and MBH data from the table by the conversion factor in the following table. . DISTRIBUTION POWER NOMINAL VOLTAGE ' CONVERSION FACTOR 220V 240V 0.84 ELECTRICAL DATA-COOLING ONLY Minimum Circuit 3 2 Minimum Wire Size(AWG) Ampacity AHE18B/AHE22B/ 2.8 3.5 15 14 AHE24B/AHE30B AHE34C/AHE36C/AHE42D 4.1 5.1 15 14 . AHE48D/AHE6OD 6.0 7.5 15 • 14 1.'FLA=Full Load Amps • 2. MOP=Maximum Overcurrent Protection device;must be HACR type circuit breaker or time delay fuse. 3. 75°C,copper wire only.If wire other than non-plated,75°C ambient,copper wire is used,consult applicable tables of the NEC and local codes. ELECTRICAL HEAT:MINIMUM FAN SPEEDI _ Air Handler Models Nom.kW Heater Kit Models23 AHE22B AHE34C @240V AHE18B AHE30B AHE42D AHE48D AHE6OD AHE24B AHE36C 6HK(0,1)6500206 2.4kW Med Low#2 Med Low#2 Low#1 Med#3 Low#1 Med Low#2 Med Low#2 6HK(0,1)6500506 4.8kW Med Low#2 Med Low#2 Med Low#2 Med Low#2 Med#3 Med#3 Med Low#2 6HK(0,1)6500806 7.7kW Med High#4 Med High#4 Med#3 Med#3- Med#3 Med#3 Med Low#2 6HK(0,1)6501006 9.6kW Med High#4 Med High#4 Med High#4 Med High#4 Med High#4 Med High#4 Med#3 6HK06501025 6HK(1,2)6501306 12.5kW - Med High#4 Med High#4 Med High#4 Med High#4 Med High#4 Med#3 6HK(1,2)6501506 14.4kW - High#5 High#5 Med High#4 Med High#4 Med High#4 Med#3 6HK06501525 6HK(1,2)6501806 17.3kW - - - High#5 High#5 High#5 Med High#4 . 6HK06501825 6HK(1,2)6502006 19.2kW _ - - ' High#5 High#5 High#5 High#5 6HK16502025 6HK(1,2)6502506 24kW - . - - - - - High#5 6HK16502525 1. The referenced letter in this table is for the heat jumper tap. 2. (0,1)-0=no circuit breaker OR 1=with circuit breaker. . 3. (1,2)-1=with circuit breaker,no breaker jumper bar OR 2=with circuit breaker&breaker jumper bar. Johnson Controls Unitary Products 5 1169652-YTG-B-0216 ' ELECTRIC HEAT PERFORMANCE DATA:208/230-1-60&208/230-3-60 Total Heat3 kW Staging Heater Nominal kW Modelsl 2 ae240V kW MBH W1 Only W1+W2 208V 230V 208V 230V 208V 230V 208V 230V 6HK(0,1)6500206 2.4 1.8 2.2 6.2 7.5 1.8 2.2 '1.8 2.2 • '6HK(0,1)6500506 4.8 3.6 4.4 "12.3 15.0 3.6 4.4 3.6 4.4 6HK(0,1)6500806 . .7.7 5.8 7.1 19.7 24.1 5.8 . 7.1 5.8 7.1 6HK(0,1)6501006 9.6 7.2 8.8 24.6 30.1 7:2 8.8 7.2 8.8. 1PH 6HK(1,2)6501306 12.5 9.4 11.5 .32.0 39.2 3.1 3.8 9.4 11.5 6HK(1,2)6501506 14.4 10.8 13.2 ' 36.9 45.1 3.6 4.4 10.8 13.2 6HK(1',2)6501806 17.3 13.0 15.9 44.3 54.2 6.5 7.9 13.0 15.9 . 6HK(1,2)6502006 19.2 14.4 17.6 49.2 60.2 7.2 8.8 14.4 17.6 6HK(1,2)6502506 24.0 18.0 22.0 61.5 75.2 7.2 8.8 18.0 22.0 6HK06501025 9.6 7.2 8.8 24.6 30.1 7.2 8.8 7.2 8.8 '- 6HK06501525 • 14.4 10.8 13.2 36.9 45.1 10.8 13.2 10.8 . 13.2 3PH . 6HK06501825 17.3 13.0 15.9 44.3 54.2 13.0 15.9 13.0 15.9 6HK16502025 19.2 14.4 17.6 49.2 60.2 7.2 8.8 14.4 17.6 6HK16502525 24.0 18.0 22.0 61.5 75.2 9.0 11.0 18.0 22.0 1. (0,1)-0=no circuit breaker OR 1=with circuit breaker. , 2. (1,2)-1=with circuit breaker,no breaker jumper bar OR 2=with circuit breaker&breaker jumper bar. • 3. For different power distributions,see conversion table on Page 5. • • ELECTRICAL DATA FOR SINGLE SOURCE POWER SUPPLY:.208/230-1-60 • Heater Heater Field Wiring . Air Handler Models Models" Amps Min.Circuit Ampacity MOP.3 Min Wire Size(AWG)4 @240V 208V 230V 208V 230V 208V 230V • 6HK(0,1)6500206 10.0 14.3 - 16.0 15 20 12 12 • AHE18B 6HK(0,1)6500506 20.0 25.2 28.5 30 30 10 10 6HK(0,1)6500806 32.0 38.2 43.5 40 45 .8 8 6HK(0,1)6501006 40.0 46.8 53.5 " 50 60 8 6 6HK(0,1)6500206 10.0 14.3 16.0 15 20 12 12 6HK(0;1)6500506 20.0 25.2 28.5 30 30 10 10 AHE22B 6HK(0,1)6500806 32.0 38.2 43.5 40 45 8 8 AHEB AHE3OB " 6HK(0,1)6501006. 40.0 46.8 53.5 50 60 8 6 6HK(1,2)6501306 52.0 59.8 68.5 60 70 6 4 6HK(1,2)6501506 60.0 68.5 78.5 70 80 4 4 6HK(0,1)6500206 10.0 16.0 17.6 20 20 12 12 6HK(0;1)6500506' ' 20.0 26.8 30.1 30 35 10 10. "6HK(0,1)6500806 32.0 39.8 45.1 40 ' 50 8 8 AHE34C 6HK(0,1)6501006 40.0 48.5 55.1 50 60 8 6 AHE AHE42D 6HK )6501306. 52.0 61.5 70.1 70 . 80 6 , 4 (1,2 • 6HK(1,2)6501506 60.0 70.1 ' 80.1 80 .90 4 4 6HK(1,2)6501806 72.0 83.1 95.1 90 100 4 3 '6HK(1,2)6502006 80.0 91.8 105.1 100 110 3 2 6HK(0,1)6500206, 10.0 18.3 20.0' . 20 20 12 12 6HK(0,1)6500506 20.0 29.2 32.5. 30 35 10 8 6HK(0,1)6500806 32.0 42.2 47.5 45 50 8 8 AHE48D 6HK(0,1)6501006 40.0 50.8 57.5 60 60 6 6 ' 6HK(1,2)6501306' 52.0 63.8 72.5 70 80 6 4 6HK(1,2)6501506 60.0 72.5 82.5 80 90 4 4 6HK(1,2)6501806 72.0 85.5 97.5' 90 100 3 3 6HK(1,2)6502006 80.0 94.2 107.5 100 110 3 2 For notes see Page 7. • ' • • 6 Johnson Controls Unitary Products 1169652-YTG-B-0216 ELECTRICAL DATA FOR SINGLE SOURCE POWER SUPPLY:208/230-1-60(Continued) Heater Heater Field Wiring Air Handler Models Modelsl Z Amps . Min.Circuit Ampacity MOP.3 Min Wire Size(AWG)4 @240V 208V 230V 208V 230V 208V 230V 6HK(0,1)6500206 10.0 18.3 20.0 20 20 12 12 6HK(0,1)6500506 20.0 29.2 32.5 30 35 10 8 6HK(0,1)6500806 32.0 42.2 47.5. 45 50 8 8 6HK(0,1)6501006 40.0 50.8 57.5 60 60 6 6 AHE600 6HK(1,2)6501306 52.0 63.8 72.5 70 80 6 4 6HK(1,2)6501506 60.0 72.5 82.5 80 90 4 4 6HK(1,2)6501806 72.0 85.5 97.5 90 100 3 3 6HK(1,2)6502006 80.0 94.2 107.5 100 110 3 2 6HK(1,2)6502506 100.0 115.8 `132.5 • 125 150 1 1/0 1. (0,1)-maybe 0(no circuit breaker)or 1(with circuit breaker). - 2. (1,2)maybe 1(with circuit breaker,no breaker jumper bar)or 2(with circuit breaker&breaker jumper bar). 3. MOP=Maximum Overcurrent Protection device;must be HACR type circuit breaker or time delay fuse. 4. Stated sizes are for 75°C,copper wire only.If wire other than non-plated,75°C ambient,copper wire is used,consult applicable tables of the NEC and local codes. ELECTRICAL DATA FOR SINGLE SOURCE POWER SUPPLY-208/230-3-60 Heater Field Wiring Air Handler Models Heater AmpsMin.Circuit A Modelsm Paci tY MOP1 Min.Wire Size(AWG)2 @ 240V 208V 230V 208V 230V 208V 230V AHE22B 6HK06501025 23.1 28.5 32.4 30 35 10 8 AHE24B AHE30B 6HK06501525 34.6 41.0 46.8 45 50 8 8 6HK06501025 23.1 30.2 34.0 30 35 10 8 AHE34C 6HK06501525 34.6 42.6 48.4 45 50 8 8 AHE36C 6HK06501825 41.6 50.2 57.1 60 60 6 6 AHE42D 6HK165020253 46.2 •55.2 62.9 60 70 6 6 6HK06501025 23.1 32.5 36.4 35 40 8 8 6HK06501525 34.6 45.0 50.8 45 60 8 6 AHE48D • 6HK06501825 41.6 52.6 59.5 60 60 6 6 6HK165020253 46.2 57.6 65.3 60 70 6 4 6HK06501025 23.1 32.5 36.4 35 40 8 8 , 6HK06501525 34.6 45.0 50.8 45 60 8 6 AHE6OD 6HK06501825 41.6 52.6 59.5 60 60 6 6 6HK165020253 46.2 57.6 65.3 60 70 6 4 6HK165025253 57.7 70.0 79.6 70 80 4 4 1. MOP=Maximum Overcurrent Protection device;must be HACR type circuit breaker or time delay fuse. 2. Stated sizes are for 75°C,copper wire only.If wire other than non-plated,75°C ambient,copper wire is used,consult applicable tables of the NEC and local codes. 3. The 20kW and 25kW heater models(6HK16502025 and 6HK16502525)come with circuit breakers standard.Single source power MCA and MOP requirements are given here only for reference if used with field installed single point power modification. • • • Johnson Controls Unitary Products 7 A. � r r 1169652-YTG-B-0216 r ELECTRICAL DATA FOR MULTI-SOURCE POWER SUPPLY:208/230-1-60 Min.Circuit Ampacity MOP1 Min.Wire Size(AWG)2 Air Total Heater Heater 208V 230V 208V 230V 208V 230V Handlers Models Amps Models p Circuit Circuit Circuit @240V 1st3 2nd 3rd 1st3 2nd 3rd 1st3 2nd 3rd 1st3 2nd 3rd 1st3 2nd 3rd 1st3 2nd 3rd AHE22B 6HK16501306 52.0 22.2 37.6 - 24.6 43.3 - 25 40 - 25 45 - 10 8 - 10 8 - AHE24B 6HK16501506 60.0 25.1 43.3 - 27.9 50.0 - 30 45 - 30 50 - 10 8 - 10 8 - AHE306 6HK16501306 52.0 23.3 37.6 - 25.7 43.3 - 25 40 - 30 45 - 10 8 - 10 8 - AHE34C 6HK16501506 60.0 26.2 43.3 - 29.0 50.0 - 30 45 - 30 50 - 10 8 - 10 8 - AHE36C 6HK16501806 72.0 43.5 39.0 - 49.0 45.0 - 45 40 - 50 45 - 8 8 - 8 8 - AHE42D 6HK16502006 80.0 47.8 43.3 - 54.0 50.0 - 50 45 - 60 50 - 8 8 - 6 8 - 6HK16501306 52.0 25.4 37.6 - 27.8 43.3 - 30 40 - 30 45 - 10 8 - 10 8 - AHE48D 6HK16501506 60.0 28.3 43.3 - 31.1 50.0 - 30 45 - 35 50 - 10 8 - 8 8 - 6HK16501806 72.0 45.6 39.0 - 51.1 45.0 - 50 40 - 60 45 -. 8 8 - 6 8 - 6HK16502006 80.0 49.9 43.3 - 56.1 50.0 - 50 45 - 60 50 - 8 8 - 6 8 - 6HK16501306 52.0 25.4 37.6 - 27.8 43.3. - 30 40 - 30 45 - 10 8 - 10 8 - 6HK16501506 60.0 28.3 43.3 - 31.1 50.0 - 30 45 - 35 50 - 10 8 - 8 8 - AHE6OD 6HK16501806 72.0 45.6 39.0 - 51.1 45.0 - 50 40 - 60 45 - 8 8 - 6 8 - 6HK16502006 80.0 49.9 43.3 - 56.1 50.0 - 50 45 - 60 50 -• 8 8 - 6 8 - 6HK16502506 100.0 49.9 43.3 21.7 56.1 50.0 25.0 50 45 25 60 50 25 8 8 10 6 8 10 1. MOP=Maximum Overcurrent Protection device;must be HACR type circuit breaker or time delay fuse. 2. Stated sizes are for 75°C,copper wire only.If wire other than non-plated,75°C ambient,copper wire is used,consult applicable tables of the NEC and local codes. 3. 1st Circuit includes the blower motor amps. ELECTRICAL DATA FOR MULTI-SOURCE POWER SUPPLY:208/230-3-60 Circuit Ampacity MOP1 Min.Wire Size(AWG)2 Air Handler Heater Total Heater 208V 230V 208V 230V 208V 230V Models Models Amps @ 240V Circuit Circuit Circuit 1st3 2nd 1st3 2nd 1st3 2nd 1st3 2nd 1st3 2nd 1st3 2nd AHE34C,AHE36C,AHE42D 6HK16502025 46.2 30.2 25.0 34.0 28.9 35 25 35 30 8 10 8 10 AHE48D 6HK16502025 46.2 32.5 25.0 36.4 28.9 35 25 40 30 8 10 8 10 6HK16502025 46.2 32.5 25.0 36.4 28.9 35 25 40 30 8 10 8 10 AHE600 6HK16502525 57.7 38.8 31.3 43.6 36.1 40 35 45 40 8 8 8 8 1. MOP=Maximum Overcurrent Protection device;must be HACR type circuit breaker or time delay fuse. • 2. Stated sizes are for 75°C,copper wire only.If wire other than non-plated,75°C ambient,copper wire is used,consult applicable tables of the NEC and local codes. 3. 1st Circuit includes the fan motor. TYPICAL PLIC TOONS TXV Kits-TXV kits are available for"Flex-coil"applications and converting R-22 to R-410A or as a service replacement.All kits UPFLOW OOWNFLOW are bolt-on and require no brazing to install. • Electric Heaters - 6HK models shown under electrical data HEAT _ _ > include sequential operation and temperature dual limit switches for safe, efficient operation. Circuit breakers are pro L - - 0 vided where shown. HORIZONTAL RIGHT LIMITATIONS These units must be wired and installed in accordance with all national and local safety codes. HEAT • Voltage limits are as follows: HORIZONTAL LEFT Air Handler Voltage Voltage code Normal Operating Voltage Range 208/230-1-60 06 187-253 ACCESS win 1. Rated in accordance with ARI Standard 110,utilization range A. Refer to Price Manual for specific model numbers where not shown. Airflow must be within the minimum and maximum limits approved for electric heat,evaporator coils and outdoor units. 8 Johnson Controls Unitary Products x 1169652-YTG-B-0216 • AIR FLOW DATA(CFM)1 Models Blower External Static Pressure(in.wc.) Motor Speed 0.10 0.20 0.30 0.40 0.50 0.60 0.70 High#5 1075 1041 1003 970 930 885 842 Med High#4 895 845 808 767 709 647 561 AHE78B Med#3 663 618 557 490 •348 267 192 Med Low#2 629 468 356 197 175 68 23 Low#1 ..629 468 356 197 175 68 23 • High#5 1156 1120 1093 1056 1014 951 862 AHE22B • Med High#4 1021 987 952 918 . 873 836 787 AHE24B Med#3 829 789 754 698 654 585 532 AHE30B Med Low#2 681 621 575 496 435 336 262 Low#1 598 503 437 340 ' 259 203 74 ' High#5 1471 1429 1387 1337 1289 1233 1172 Med High#4 1301 1248 1198 1147 1008 999 927 AHE34C 'Med#3 1097 1044 972 906 815 748 680 , Med LOW#2 • 943 868 768 • 689 617 566 520 Low#1 " 869 668 515 424 365 287 NA " High#5 1465 1415 1360 1307 1246 1183 1118 Med High#4 1260 1204 1142 1075 1008 946 876 AHE36C Med#3 1088 1022 939 862 782 721 626 Med Low#2 998 810 717 630 562 493 444 Low#1 903 707 411 323 265 .152 NA • High#5 1632 1589 1542 1494 1446 1391 1335 • Med High#4 1430 1390 1346 1294 1238 1168 960 AHE42D Med#3 1238 1198 1145 1082 • 993 908 805 Med Low#2 1118 1020 947 851 734 666 563 • Low#1 998 772 477 418 349 NA NA High#5_ 1861 1823 1787 1750 1708 1666 1620 Med High#4 .-1674 1640 1599 1562 1516 1472 " 1432 AHE48D Med#3 1442 1405 1358 1311 1262 1197 1108 Med Low#2 1257 1220 1163 1103 1031 942 864 • Low 41 • 1153 1031 967 867 764 718 633 High#5 2091 2053 2016 1975 1937 1906 1869 •N_led High#4 1903 1868 1832 1791 1748 1703 1660 AHE60D Med#3 : 1634 1598 1562 1516 1468 1422 1350 • Med Low#2 1447 1404 1361 1318 1257 1164 1092 . Low#1 1268 1203 "1148 1073 978 907 839 • 1. Air handler units have been tested to UL 1995/GSA 22.2 standards up to 0.30"wc.external static pressure. Dry coil conditions only,tested without filters. For optimal performance,external static pressures of 0.2"to 0.5"are recommended.Applications above 0.6"are not recommended. Airflow data shown is from testing performed at 230V.AHE units use a X13 motor,and there is minimal variation of airflow at other distribution voltage values.The above data can be used for airflow at other distribution voltages. • • • Johnson Controls Unitary Products 9 • 1169652-YTG-B-0216 ` `YPiCAL` HER 057•T CONNECCTIO • AIR THERMOSTAT HANDLER HEAT THERMOSTAT HANDLER 1RFD PUMP CONDENSING ID"O A UNIT i-'^ ® . 4 AD • l • OFIELD 1 COOLING ONLY INSTALLED Q O O . JUMPER IF REOUIRED ' THERMOSTAT HANDLER O O Q 1 i©. O A. YEL['1) © ' ;,© 0 CONDENSING �i. • © 1 UNIT SINGLE STAGE HEAT PUMP AND 0 ; A O ELECTRIC HEAT, (I0 KW AND BELOW) ® i • - THERMOSTAT HAH.RIR LED HEAT PUMP COOLING WITH ELECTRIC HEAT .. © A - (10 KW AND BELOW) ,� :� 'a)WHTI I; ;. AIR L.:-0• A -DRN,(i<.0 CD THERMOSTAT HANDLER ® " 0 ' . ,© • L FIELD ' Q DLU © © INSTALLED © T 0 JUMPER IF © a REOutRED BRNI 4 CONDENSING O YEL O UNIT ® . j ® YF' /1 O SINGLE STAGE HEAT PUMP AND COOLING WITH •ELECTRIC HEAT ELECTRIC HEAT ( 13 KW AND ABOVE) ( 13 KW AND ABOVE) • z c = a m z m co is } DLK RED . xE3 X. FL FL NEI LS t•, • %13 = e. LS • HE2 FL RR ® RRN --,,,,CONTROL RED -INT ®� NW(• r no fO EOUIPNERT > m ('B�I RRLU DLu • • '+ . GROUND 0� 5b H i H ®® Ao$o PI" ' `/tom a L2 �/ RFD 1 ,d H 3 H RED ®® REDIWHT • . 1,,• -. —� "^� SEOI olio® DLK BLK/ENT I. 1I13 BLD RLu a BLOWE° L.B ti..' REDIRH MOTOR RLU " i^rY•IT L2 e/ o L ,s S/ It N R DLU `� 6HKI6501506 HEAT KIT SHOWN TO CHANGE THE QUANTITY OF HEAT DURING HEAT PUMP DEFROST CYCLE ()REVERSE THE BROWN AND WHITE WIRE CONNECTIONS ON THE SEQUENCERS IN THE HEATER KIT. 10 Johnson Controls Unitary Products 0 O N b y n3-STAGE HEAT 0 2-STAGE COOL 2-STAGE ROOM • HEAT o THERMOSTAT PUMP ro X/I.- _ PRP m = ORG - 0 ..., W WHT 0 . 10 =8LU/YEL o 2- 0. 20 a yI -o. = YEL ® .4 R e t R D R C- O o BLK 111 ElEl • GRY w2 °1 OUT • BRN WI 4 OUT • BLU Y2 ° OUT ° m m co C -< z v c z -I m 1 BLK-WI • l RED-G Gt 3 xb Z p� . LS FL m HE3 Ea FL HE1 -• X 13 g CONTROL w FL 3 LS BRN O©BRN 1- J >- LS HE2 BLU m WHT Q Q WHT ▪ <-,0 m EQUIPMENT 'S GROUND Q Q BRN BLU®Oq BLU go 2O O0 RELA PRP O Q r+ ,+ Q ¢ - ___III ° 5 3 H 5 30 J H RED/WHT ®RED/WHT c� -i121s1a5 ® //u BLK O O BLK BLK/WHT7-7: T XI3 4 1 H 4 10 H �-BLOWER L1 ® ® BLK RED BLU SEQ BLU SEQ1 2 8J RED/WHT ,. MOTOR \ YEL - BLU 4 z '4 L2 ® BLU 0 r 24 scc.. L1 B YEL XFORMER BLU — 1 6HK16501506 HEAT KIT AHE AIR HANDLER ® a> PS .G W 0 3 IN.) 1 / A NOTES • Subject to change without notice.Published in U.S.A. 1169652-YTG-B-0216 Copyright©2014 by Johnson Controls,Inc.All rights reserved. Supersedes:1169652-YTG-A-1114 York International Corp, 5005 York Drive Norman,OK 73069 • 0 - , li Redam, WVVG got ceraocct asnaell=contl oga • With several affordable designs to choose from,it's easy to find the model that will keep your - :. home cool and comfortable,contr®O humidity and maintain indoor air quality®n h®t summer and � g , -- u- .. = cold winter days.And while you're feeling comfortable indoors,you'll also feel good knowing your ers -, system is using environmentally friendly R-410A refrigerant to protect the outdoors. j< ;,;. I eei good wla-g Qhe G©© i Housekeeping to So©ll 5 4 40., .4. '.1:L--v ter» ` York°products that bear the Good Housekeeping Seal give you the added :Wt.. r;,,,. p �� ' ,® 000P er€: - "e ms: - assurance of product replacement or refund of the purchase price if the i.i uso.a-P '+ ,® o ,.: 1 =3 __ arf product proves to be defective within two years from the date sold by an • " � " authorized contractor. a � ) �'u 1� . AAf©rdth)t pe ace ©f mind. . ;-: . �<, Exceptionally quiet sound levels Select York®systems using R-410A include a 10-year limited warranty on the• �_; P Y ' compressor and parts as standard coverage(when you register qualifying € ' j„ 0 Attractive appearance products online within 90 days of installation,otherwise the compressor and w`'`': °Trouble-free enclosed,permanently . parts warranties each revert to a 5-year limited warranty).See your York° f lubricated fan motor Contractor for details. _ 0 Environmentally friendly Hybrid c©mt©rP. • R-410A refrigerant Now you can choose a York®heat pump as part of our Hybrid Comfort �Wer t °Compact design saves space - Sstem*""that letsyou shift from the efficiencyof an electric heat pumpto ''s A, ° ENERGY STAR®qualified savings Y 1 _il,. . the added power of a gas furnace for the most efficient heating you've • T K�` `= �,--r-- � ' Efficiency ratings up to 15+SEER ever experienced. ;ram _1 ' ,,r ,,;,v y.,,,j._ , when matched with variable speed ' indoor blower a a'r%r~o W®0a o0 to.'�/ _ — ,0 4WSK -r4e t q V t< w i _ ,___j MODEL DESCRIPTION TONNAGE.RANGE. REFRIGERANT,. LIMITED WARRANTY, MEMWg6MMES-27 14 5 SEER/ ,. .5 7„„;- 2-5 Ton R-410A 10 Year compressor/10 Year parts* -,ika %,:ig tAt.``=��t,_ : 8.5 HSPF Efficiency • for additional product details,such as weight and dimensions,visit www.york.com or ask your York`9 Contractor. - *For 10-year limited parts warranty on R-410A models,system must be registered online within 90 days of installation. Otherwise _the parts warranty reverts toe 5-year limited parts warranty. - - - May comfeatatille VoT y6aFfs tc: come. fo g stIvy shotet—oaU Menu. York is proud to offer the YorkCarene Comfort Plan. It's You may not know it,but York°products have been ® ® designed to maintain your system as well as your peace of all around—from the world's most famous buildings, 135 mind.With YorkCare"you get total protection that ensures including the U.S.Capitol—to the entire U.S. NavynAs— your unit is effective and efficient for years to come, nuclear submarine fleet,as well as your local mall and OF RFDESIGN MO ATIMI What's more,your York®Contractor offers maintenance corner bank. For over 135 years,the York®brand has agreements that provide upkeep while maximizing the earned trust as the first successful room air conditioner and for the warranty provisions.Ask about the YorkCaren Comfort Plan. world's first mechanically cooled theater,hotel and office building. A little extra coverage is always a comforting idea. Today,we're constantly leading the industry in our residential product design,signified by the Good Housekeeping Seal and ENERGY STAR°qualified products. - You can depend on York to give you the choices you trust for comfortable performance all day long,year after year. . Want to know more?'Contact your York®Contractor They have over 135 years of innovation to tell you about. PYORK® . It's time to get comfortable. ,�.,, ., The York brand of Johnson Controls,Inc. ©2012 Johnson Controls,Inc. "ire'''. ICI 5005 York Drive,Norman;OK 73069 www.york.com Subject to change without notice. WEENCOURAGE NATE PURL-6218-B-1012 Supersedes:PUBL-6218-A-0909.All rights reserved. CERTIFICATION J- A < Job: Serini Manual S Compliance Report Date:o Serini 2018 1 r CaksJul °d' 9 Entire House "Digitally signed by By: Nate Paslay We the missing piece' i* tCs Thomas V Platania ProCalcs, LLC Date:2018.o7.13 CAC1815254 PraCalrs,LLC 14:20:38-04'00' P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:www.ProCalcs.Net License:CAC1815254 R11N#0105474 Project Information Tr 7 For: Serini e . 2936 State Rt 9L, Lake George, NY 12845 o JUL 27 2018 Cooling Equipment Design Conditions Outdoor design DB: 87.9°F Sensible gain: 26758 Btuh Entering coil DB: 76.3°F Outdoor design WB: 72.4°F Latent gain: 3728 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 30486 Btuh Indoor RH: 50% Estimated airflow: 1167 cfm • Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: York Model: YZH03612+AVC36BX21++TXV Actual airflow: 1167 cfm REVIEWED FOR Sensible capacity: 26758 Btuh 100% of load - Latent capacity: 7935 Btuh 213% of load. ENERGY CODE COMPLIANCE Total capacity: 34693 Btuh 114% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: -9.4°F Heat loss: 66604 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: York Model: YZH03612+AVC36BX21++TXV Actual airflow: 1167 • cfm Output capacity: 33600 Btuh 50% of load - Capacity balance: 28 °F Supplemental heat required: 33004 Btuh Economic balance: -99 °F • Backup equipment type: Elec strip Manufacturer: York Model: 6HK(0,1)6500806 Actual airflow: 1167 cfm Output capacity: 8.0 kW 41% of load Temp. rise: 22 °F Meets all requirements of ACCA Manual S. • • PP- wrightsoft° 2018-Jul-13 11:18:06 Right-Suite®Universal 2018 18.0.20 RSU25613 Page 1 ACCN...ng&Heating\Serini\Working drawings\Serini.rup Calc=MJ8 Front Door faces: W FILE COPY 14- r� ," Load Short Form Job: Serini L,r u®Ca1c Date: Jul 13,2018 ..arethemi==,ngo., Entire House By: Nate Paslay ProCalcs, LLC . P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:wwwcProCalcs.Net License:CAC1815254 RTIN#0105474 Project Information For: Serini . 2936 State Rt 9L, Lake George, NY 12845 Design Information Htg Cig . Infiltration Outside db(°F) -9 88 . Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD (°F) 79 13 Pressure/AVF 50 Pa/2146 cfm Daily range - M . Inside humidity(%) 50 50 Moisture difference(gr/lb) 53 31 HEATING EQUIPMENT COOLING EQUIPMENT Make York • Make York Trade JOHNSON CONTROLS Trade JOHNSON CONTROLS Model YZH03612 • Cond YZH03612 AHRI ref 9134748 Coil AVC36BX21++TXV AHRI ref 9134748 Efficiency 9 HSPF Efficiency 13.0 EER,16.25 SEER Heating input Sensible cooling 28000 Btuh Heating output 33600 Btuh @ 47°F Latent cooling 7000 Btuh Temperature rise 26 °F Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.018 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point= 28°F Backup: York 6HK(0,1)6500806 Input= 8 kW, Output=27297 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 1 218 6111 3377 107 147 Bedroom 2 218 5708 3286 100 143 Bedroom 3 202 6131 2937 107 128 Study Office 192 7042 3607 123 157 Hall 148 1389 388 24 17 Bath 2 79 1289 319 23 14 Great Room 542 20681 6977 362 304 Kitchen 145 5679 3351 100 146 Eating Area 153 3527 1290 62 56 Bath 1 54 0 0 0 0 Storage 50 993 61 17 3 Utility Room 128 8053 1165 141 51 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 wrightsoft° 2018-Jul-13 11:18:06 4.- nµr05,1. eiurca..rvcomw�r Right-Suite®Universal 2018 18.0.20 RSU25613 Page 1 ACCA...ng&Heating\Serini\Working drawings\Serini.rup Calc=MJ8 Front Door faces: W Entire House 2127 66604 26758 1167 1167 Other equip loads 0 0 Equip. @ 1.00 RSM 26758 Latent cooling 3728 TOTALS 2127 66604 30486 1167 1167 • • • • • • Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -I- wrightsoft°° 2018-Jul-13 11:18:06 AC + , Right-Suite@ Universal 2018 18.0.20 RSU25613 Page 2 ACCfa...ng&Heating\Serini\Working drawings\Serini.rup Calc=MJ8 Front Door faces: W • Building Analysis Job: Serini ti7< P �Ca1C5 Date: Jul 13,2018 k; Vie are the missin 9 PiecaEntire House By: Nate Parlay ProCalcs, LLC P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:www.ProCalcs.Net License:CAC1815254 RTIN#0105474 Pro'ect Information For: Serini 2936 State Rt 9L, Lake George, NY 12845 Design Conditions Location: - Indoor: Heating Cooling Floyd Bennett Mem, NY, US Indoor temperature(°F) 70 75 Elevation: 335 ft Design TD (°F) 79 13 Latitude: 43°N • Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 52.7 30.8 Dry bulb(°F) - -9 88 Infiltration: Daily range(°F) - 22 ( M ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/2146 cfm Heatin • Component Btuh/ft2 Btuh % of load Walls 5.4 11116 16.7 Walls Ducts Glazing 35.7 11961 18.0 Doors . 31.0 1951 2.9 Ceilings 2.5 2721 4.1too. Infiltration Floors 12.5 13398 20.1 Glazin• Infiltration 8.6 21030 31.6 Ducts 4428 6.6 Piping 0 0 D 111 Doors Humidification 0 0 Ceilings Ventilation 0 0 Floors Adjustments 0 Total 66604 100.0 Cootin• Component Btuh/ft2 Btuh % of load Walls 1.0 2030 7.6 Walls Glazing 22.9 7670 28.7 Doors 9.2 580 2.2 • Ceilings 1.5 1614 6.0 Internal Gains Floors 0 0 0 Glazing 0 Infiltration 0.6 1535 5.7 Ducts 3509 13.1 - Ventilation 0 0 Internal gains 9820 36.7 Blower 0 0 Doors � Adjustments 0 Ceilings Ducts Total 26758 100.0 Intfiltration Latent Cooling Load= 3728 Btuh Overall U-value= 0.113 Btuh/ft2-°F Data entries checked. • - - wrightsoft° 2018-Jul-13 11:18:06 ...*••• �u-- •• Right-Suite®Universal 2018 18.0.20 RSU25613 Page 1 ACCA ..ng&Heating\Serini\Working drawings\Serini.rup Caic=MJ8 Front Door faces: W Y • i i ,�- Project Summary Job: Serini -° Entire House Date: Jul 13,2018 o, We By: Nate Paslay . ProCalcs, LLC P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:www.ProCalcs.Net License:CAC1815254 RTIN#0105474 Pro'ect Information For: Serini 2936 State Rt 9L, Lake George, NY 12845 Notes: Bumell's Plumbing& Heating 1164 Dix Ave Hudson Falls, Ny 12839 Desk n Information Weather: Floyd Bennett Mem, NY, US Winter Design Conditions •. Summer Design Conditions Outside db -9 °F Outside db 88 °F Inside db 70 °F Inside db • 75 °F Design TD 79 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 62177 Btuh Structure 23249 Btuh Ducts 4428 Btuh Ducts 3509 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) • 0 Btuh (none) Humidification 0 Btuh BlowBlower(none) 0 Btuh Piping 0 Btuh Equipment load 66604 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 26758 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/2146 cfm Structure 3068 Btuh Ducts 660 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 2127 2127 Equipment latent load 3728 Btuh Volume(ft3) 18398 18398 Air changes/hour 0.79 0.36 Equipment Total Load (Sen+Lat) 30486 Btuh Equiv.AVF (cfm) 244 109 Req.total capacity at 0.80 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make York Make York Trade JOHNSON CONTROLS Trade JOHNSON CONTROLS Model YZH03612 Cond YZH03612 AHRI ref 9134748 Coil AVC36BX21++TXV AHRI ref 9134748 Efficiency 9 HSPF Efficiency 13.0 EER,16.25 SEER • Heating input Sensible cooling 28000 Btuh Heating output 33600 Btuh @ 47°F Latent cooling 7000 Btuh Temperature rise 26 °F Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor• 0.018 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=28°F Backup: York 6HK(0,1)6500806 Input= 8 kW, Output= 27297 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -„ -Pia-wrightsoft® 2018-Jul-13 11:18:06 •.*,,,, w�-ry. , Right-Suite®Universal 2018 18.0.20 RSU25613 Page 1 ACCN...ng&Heating\Serini\Working drawings\Serini.rup Cale=MJ8 Front Door faces: W pes Right-JO Worksheet Job: Serini ` WO m„n, Date: Jul 13,2018 Entire House ProCaics, LLC By: Nate Paslay P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:wwe.ProCalcs.Net License:CAC1815254 Rl1N#0105474 1 Room name Entire House Bedroom 1 2 Exposed wall 275.0 ft 28.5 ft 3 Room height 8.6 ft 8.1 ft heat/cool • 4 Room dimensions 1.0 x 217.5 ft 5 Room area 2127.0 ft' 217.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 5.40 0.99 687 625 3376 617 121 106 574 105 ProCalcs New Default 0.450 n 35.73 10.13 4 0 143 41 0 0 0 0 ProCalcs New Default 0.450 n 35.73 10.13 7 0 242 69 0 0 0 0 ProCalcs New Default 0.450 n 35.73 10.13 15 0 536 152 0 0 0 0 11 ProCalcs New Default 0.450 n 35.73 10.13 15 0 536 152 15 0 536 152 D 11D0 0.390 n 30.97 9.20 21 21 650 193 0 0 0 0 W 12E-05w 0.068 e 5.40 0.99 541 436 2355 430 0 0 0 0 -G ProCalcs New Default 0.450 e 35.73 32.29 30 0 1072 969 0 0 0 0 -G ProCalcs New Default 0.450 e 35.73 32.29 30 0 1072 969 0 0 0 0 -G ProCalcs New Default 0.450 e 35.73 32.29 45 0 1608 1453 0 0 0 0 12E-0sw 0.068 s 5.40 0.99 687 606 3273 598 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 15 0 536 284 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 15 0 536 284 0 0 0 0 VU ProCalcs New Default 0.450 s 35.73 18.93 15 0 536 284 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 15 0 536 284 0 0 0 0 11 D0 0.390 s 30.97 9.20 21 21 650 193 0 0 0 0 12E-Osw 0.068 w 5.40 0.99 541 391 2112 386 109 79 427 78 ProCalcs New Default 0.450 w 35.73 12.13 9 9 322 109 0 0 0 0 ProCalcs New Default 0.450 w 35.73 31.56 60 2 2144 1894 30 1 1072 947 ProCalcs New Default 0.450 w 35.73 12.13 60 60 2144 728 0 0 0 0 D 11 D0 0.390 w 30.97 9.20 21 21 650 193 0 0 0 0 C 16B-30ad 0.032 - 2.54 1.51 _ _ 1071 1071 2721 _ _ 1614 _ 218 218 553 328 F_ 22A-tpm 1.180 - 93.69 0.00 1071 143 13398 0 0 0 0 0 • 6 c)AED excursion 0 322 Envelope loss/gain 41147 11894 3161 1932 12 a) Infiltration 21030 1535 1972 144 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 • 920 0 0 Appliances/other 8900 450 Subtotal(lines 6 to 13) 62177 23249 5134 2526 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 62177 23249 5134 2526 15 Duct loads 7% 15% 4428 3509 19% 34% 978 852 Total room load 66604 26758 6111 3377 Air required(cfm) 1167 1167 107 147 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - -141- wrigtttsoft^° 2018-Jul-13 11:18:06 ^^^-- -".,,._.,-^ar Right-Suite®Universal 2018 18.0.20 RSU25613 Page 1 ACCA ..ng&Heating\Serini\Working drawings\Serini.rup Calc=MJ8 Front Door faces: W i' , ram tCS Right-J®Worksheet Job: Seri"' k Date: Jul 13,2018 Entire House By: Nate Paslay ProCalcs, LLC • P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:owwiProCalcs.Net License:CAC1815254 MIN#0105474 1 Room name Bedroom 2 Bedroom 3 2 Exposed wall 25.5 ft 29.0 ft 3 Room height 8.1 ft heat/cool 8.1 ft heat/cool 4 Room dimensions 1.0 x 217.5 ft 1.0 x 201.8 ft 5 Room area 217.5 ft' 201.8 ft2 Ty Construction U-value Or HTM Area OF) Load Area (ft2) Load number (Btuh/ft2°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 5.40 0.99 0 0 0 0 0 0 0 0 . ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 . ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 11 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 O 11D0 0.390 n 30.97 9.20 0 0 0 0 __- 0 0 0 0 W 12E-0sw 0.068 a 5.40 0.99 0 0 0 0 105 75 405 74 -G ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 30 0 1072 969 . -G ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 0 0 0 0 -G ProCalcs New Default 0.450 a 35.73 3.2.29 0 0 0 0 0 0 0 0 12E-05w 0.068 s 5.40 0.99 81 66 355 65 129 114 617 113 ProCalcs New Default 0.450 s 35.73 18.93 15 0 536 284 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 15 0 536 284 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 11D0 0.390 s 30.97 9.20 0 0 0 0 0 0 0 0 12E Osw 0.068 w 5.40 0.99 125 95 514 94 0 0 0 0 ProCalcs New Default 0.450 w 35.73 12.13 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 w 35.73 31.56 30 1 1072 947 0 0 0 0 ProCalcs New Default 0.450 w 35.73 12.13 0 0 0 0 0 0 0 0 11D0 0.390 w 30.97 9.20 0 0 0 0 0 0 0 0 • C 16B-30ad - - 0.032 2.54 1.51 218 218 553 328 202 202 513 304 F 22A-tpm 1.180 - 93.69 0.00 0 0 0 0 0 0 0 0 - I 6 c)AED excursion 161 -143 Envelope loss/gain 3030 1879 3143 1600 12 a) Infiltration 1765 129 2007 146 • b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 • 0 0 0 Appliances/other 450 450 Subtotal(lines 6 to 13) 4795 2457 5150 2196 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4795 2457 5150 2196 15 Duct loads 19% 34% 913 829 19% 34% 981 741 Total room load 5708 3286 6131 2937 Air required(cfm) 100 143 107 128 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -14.1- wrii titso•Ft® 2018-Jul-13 11:18:06 ACCP. - -- Right-Suite®Universal 2018 18.0.20 RSU25613 Page 2 ...ng&Heating\Serini\Working drawings\Serini.rup Cols=MJ8 Front Door faces: W ,, � sno - ICE Right-J®Worksheet Job: Serini i° 'wemtl,ewbsingpkYe Entire House Date: Jul 13,201E By: Nate Paslay ProCalcs, LLC P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:www.ProCalcs.Net License:CAC1815254 RTIN#0105474 1 Room name Study Office Hall 2 Exposed wall 36.0 ft 7.0 ft 3 Room height 8.1 ft heat/cool 8.1 ft heat/cool 4 Room dimensions 12.0 x 16.0 ft 1.0 x 148.3 ft 5 Room area 192.0 ft2 148.3 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 5.40 0.99 97 82 443 81 57 57 306 56 . ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 . ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 n 35.73 10.13 15 0 536 152 0 0 0 0 11 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 D 11D0 - 0.390 n 30.97 9.20 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 e 5.40 0.99 129 99 536 98 0 0 0 0 G ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 0 0 0 0 - ProCalcs New Default 0.450 e 35.73 32.29 30 0 1072 969 0 0 0 0 -G ProCalcs New Default 0.450 a 35.73 32.29 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 5.40 0.99 65 65 349 64 0 0 0 0 ' ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 .0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 D 11 DO 0.390 s 30.97 9.20 0 0 0 0 0 0 0 0 W 12E Osw 0.068 w 5.40 0.99 0 0 0 0 0 0 0 0 - ProCalcs New Default 0.450 w 35.73 12.13 0 0 0 0 0 0 0 0 -G ProCalcs New Default 0.450 w 35.73 31.56 0 0 0 0 0 0 0 0 - ProCalcs New Default 0.450 w 35.73 12.13 0 0 0 0 0 0 0 0 -D 11D0 0.390 w 30.97 9.20 0 0 0 0 0 0 0 0 C 16B-30ad - - 0.032 = 2.54 1 1.51 -- _ 192 192 488 - 289 148 148 377 223 F 22A-tpm 1.180 - 93.69 0.00 0 0 0 0 0 0 0 0 - - I 6 c)AED excursion -37 -25 Envelope loss/gain 3424 1616 682 255 12 a) Infiltration 2491 182 484 35 b) Room ventilation 0 0 0 0 • 13 Internal gains: Occupants @ 230 0 0 0 0 • Appliances/other 900 0 Subtotal(lines 6 to 13) 5915 2698 1167 290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5915 2698 1167 290 15 Duct loads 19% 34% 1127 910 19% 34% 222 98 Total room load 7042 3607 1389 388 Air required(cfm) 123 157 24 17 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -FP- wrigIi c,ft® 2018-Jul-13 11:18:06 AC� ^^w^-,° --°•°-ww.---,, Right-Suite@ Universal 2018 18.0.20 RSU25613 Page 3 ...ng&Heating\Serini\Working drawings\Serini.rup Calc=MJ8 Front Door faces: W ; 'i caics Right-JO Worksheet Job: Serini k 'WearcMemiaangpiM Entire House ' Date: Jul 13,2018 By: Nate Paslay ProCalcs, LLC , P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:www.ProCalcs.Net License:CAC1815254 RTlN#0105474 1 Room name Bath 2 Great Room 2 Exposed wall 6.0 ft 69.0 ft 3 Room height 8.1 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 79.0 ft 1.0 x 542.0 ft 5 Room area 79.0 ft' 542.0 ft' Ty Construction U-value Or HTM Area OF) Load Area (ft') Load number (Btuh/ft?°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-05w 0.068 n 5.40 0.99 49 42 225 41 0 0 0 0 . -0 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 . -G ProCalcs New Default 0.450 n 35.73 10.13 7 0 242 69 0 0 0 0 - ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 11 G ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 D 11D0 _-_ -_- _ 0.390n 30.97 9.20 0 0 , 0 W 12E-05w 0.068 e 5.40 0.99 0 0 0 0 161 131 708 129 G ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 0 0 0 0 - ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 0 0 0 0 -G ProCalcs New Default 0.450 e _ 35.73 32.29 0 0 0 0 30 0 1072 969 12E-osw ND 0.068 s 5.40 0.99 0 0 0 0 340 310 1671 305 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 15 0 536 284 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 15 0 536 284 11DO 0.390 s 30.97 _9.20 0 0 0 0 0 0 0 0 WhD 12E-Osw 0.068 w 5.40 0.990000216135728133 ProCalcs New Default0.450 w 35.73 12.1300000000 ProCalcs New Default0.450 w 35.73 31.5600000000 ProCalcs New Default0.450 w 35.73 12.13000060602144728 11DO 0.39D w 30.97 9.20 0 0 0 0 21 21 650 193 C 16B-30ad 0.032 - 2.54 1.51 - 79 79 201 119 15 15 38 23 F 22A-tpm 1.180 - 93.69 0.00 0 0 0 0 542 69 6465 0 • 6 c)AED excursion -20 -108 Envelope loss/gain 668 208 14548 2940 12 a) Infiltration 415 30 6134 448 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 3 690 • Appliances/other 0 2900 Subtotal(lines 6 to 13) 1083 239 20681 6977 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1083 239 20681 6977 15 Duct loads 19% 34% 206 81 -0% 0% 0 0 Total room load 1289 319 20681 6977 Air required(cfm) 23 14 362 304 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft® 2018-Jul-13 11:18:06 ^-,. .--.a_,. Right-Suite®Universal 2018 18ACCA .0.20 RSU25613 Page 4 ...ng&Heating\Serini\Working drawings\Serini.rup Calc=MJ8 Front Door faces: W 4VLCaics Right-JO Worksheet Job: Serini e`j' 1VeeroMem6aingpkm Entire House Date: Jul 13,2018 By: Nate Paslay ProCalcs, LLC P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:wwwProCalcs.Net License:CAC1815254 RIIN#0105474 1 Room name lgtchen Eating Area 2 Exposed wall 24.5 ft 13.0 ft 3 Room height 9.1 ft heat/cool 9.1 ft heat/cool 4 Room dimensions 14.5 x 10.0 ft 1.0 x 152.5 ft 5 Room area 145.0 ft2 152.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E Osw 0.068 n 5.40 0.99 132 132 712 130 118 93 503 92 . ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 4 0 143 41 . ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 11 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 D 11D0 -_--- 0.390 n - 30.97 9.20 0 0 0 0 21 21 650 193 W 12E-osw 0.068 e 5.40 0.99 0 0 0 0 0 0 0 0 G ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 0 0 0 0 • -G ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 0 0 0 0 -G ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 0 0 0 0 12E-Osw ND 0.068 s 5.40 0.99 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s • 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 11DO 0.390 s 30.97 9.20 0 0 0 0 0 0 0 0 W 12E-Osw hD 0.066 w 5.40 0.99 91 82 442 81 0 0 0 0 ProCalcs New Default 0.450 w 35.73 12.13 9 9 322 109 0 0 0 0 ProCalcs New Default 0.450 w 35.73 31.56 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 w 35.73 12.13 0 0 0 0 0 0 0 0 11 DO 0.390 w 30.97 9.20 _ 0 0 0 0 0 0 0 0 C 16B-30ad -- -_ 0.032 - 2.54 1.51 0 0 0 0 _ 0 0 0 0 F _ 22A tpm 1.180 - 93.69 0.00 145 25 2295 0 153 13 1218 0 6 c)AED excursion -89 -110 Envelope loss/gain 3772 231 2515 216 12 a) Infiltration . 1908 139 1012 74 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0- 0 Appliances/other 2750 1000 Subtotal(lines 6 to 13) 5679 3351 3527 1290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5679 3351 3527 1290 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 5679 3351 3527 1290 Air required(cfm) 100 146 62 56 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fla- wr�gtitsolFt® 2018-Jul-13 11:18:06 ^^^°•� •••••°•^-wiy--- Right-Suite®Universal 2018 18.0.20 RSU25613 Page 5 ...ng&Heating\Serini\Working drawings\Serini.rup Calc=MJ8 Front Door faces: W a aDCaics Right-J®Worksheet Job: Serini w°°rc�°T` 9P'tt Entire House Date: Jul 13,201E By: Nate Paslay ProCalcs, LLC • P.O.Box882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:www.ProCalcs.Net License:CAC1815254 RTIN#0105474 1 Room name Bath 1 Storage 2 Exposed wall 3 Room h Oft 4.5 ft height 9.1 ft heat/cool 9 1 ft heat/cool 4 Room dimensions 1.0 x 54.0 ft 4.5 x 11.0 ft 5 Room area 54.0 ft' 49.5 ft2 • Ty Construction U-value Or HTM Area (ft') Load Area (W) Load number (Btuh/ft-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw 0.068 n 5.40 0.99 0 0 0 - 0 41 41 221 40 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 11 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 30.97 9.20 0 0 0 0 0 0 0 _ 0 W 12E Osw 0.068 e 5.40 0.99 0 0 0 0 0 0 0 0 G ProCalcs New Default 0.450 a 35.73 32.29 0 0 0 0 0 0 0 0 k_G ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 0 0 0 0 G ProCalcs New Default 0.450 a 35.73 32.29 0 0 0 0 0 0 0 0 N12E-Osw 0.068 s 5.40 0.99 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 0 0 0 0 - 1ID0 0.390 s 30.97 9.20 0 0 0 0 0 0 0 _0 12E-Osw 0.068 w 5.40 0.99 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 w 35.73 12.13 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 w 35.73 31.56 0 0 0 0 0 0 0 0 ProCalcs New Default 0.450 w 35.73 12.13 0 0 0 0 0 0 0 0 D 11D0 0.390 w 30.97 9.20 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 2.54 1.51 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 - 93.69 0.00 54 0 0 0 50 5 422 0 • 6 c)AED excursion 0 -5 Envelope loss/gain 0 0 643 35 12 a) Infiltration 0 0 350 26 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 • Appliances/other 0 0 Subtotal(lines 6 to 13) 0 0 993 61 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 0 993 61 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 993 61 Air required(cfm) 0 0 17 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -FP- wrigtitsoft. 2018-Jul-13 11:18:06 ACCP. . --- •-.^^.- --P- Right-Suite®Universal 2018 18.0.20 RSU25613 Page 6 ...ng&Heating\Serini\Working drawings\Serini.rup Cale=MJ8 Front Door faces: W n a „„ AtiPaLiCa_ers Right-J®Worksheet Job: Serini 1 °"`a "�9P' ` Entire House Date: Jul 13,2018 By: Nate Paslay ProCalcs, LLC P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:www.ProCalcs.Net License:CAC1815254 RTIN#0105474 1 Room name Utility Room 2 Exposed wall 32.0 ft 3 Room height 9.1 ft heat/cool 4 Room dimensions 8.0 x 16.0 ft 5 Room area 128.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 5.40 0.99 73 73 393 72 . ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 . ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 11 ProCalcs New Default 0.450 n 35.73 10.13 0 0 0 0 D 11D0 0.390 n 30.97 9.20 0 0 0 0 W 12E-0sw 0.068 a 5.40 0.99 146 131 705 129 - ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 -G ProCalcs New Default 0.450 e 35.73 32.29 0 0 0 0 - ProCalcs New Default 0.450 e 35.73 32.29 15 0 536 484 12E-Osw 0.068 s 5.40 0.99 73 52 279 51 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 ProCalcs New Default 0.450 s 35.73 18.93 0 0 0 0 D 11DO 0.390 s • 30.97 9.20 21 21 650 193 W 12E Osw 0.068 w 5.40 0.99 0 0 0 0 -0 ProCalcs New Default 0.450 w 35.73 12.13 0 0 0 0 -G ProCalcs New Default 0.450 w 35.73 31.56 0 0 0 0 -G ProCalcs New Default 0.450 w 35.73 12.13 0 0 0 0 -D 11D0 0.390 w 30.97 9.20 0 0 0 0 C__- 16B-30ad 0.032 --_ 2.54 - 1.51 - -___ 00 __--_ 0 0 F 22A-tpm 1.180 - 93.69 0.00 128 32 2998 0 6 c)AED excursion 54 Envelope loss/gain 5561 983 12 a) Infiltration 2492 182 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 8053 1165 Less external load 0 0 Less transfer 0 0 Redistribution . 0 0 14 Subtotal 8053 1165 15 Duct loads -0% 0% 0 0 Total room load 8053 1165 Air required(cfm) 141 51 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2018-JuI-13 11:18:06 AG�A --•° -..----•- Right-Suite®Universal 2018 18.0.20 RSU25613 Page 7 ...ng&Heating\Serini\Working drawings\Serini.rup Calc=MJB Front Door faces: W ' ') s4 4 3 ' 155 MAX „ . HEAT RECOVERY VENTILATOR ENGINEERING DATA LIFEBREATH THERMALLY CONDUCTIVE,PATENTED DEFROST ALUMINUM CORE Recirculating damper defrost system. The counter-flow heat recovery core transfers heat between the two airstreams.It is easily removed for cleaning or service. CASE Twenty gauge prepainted galvanized steel for superior corrosion resistance.Insulated to MOTORS AND BLOWERS prevent exterior condensation.Drain connections 2-1/2 in.(12 mm)OD.Balancing ports Each airstream has one centrifugal blower driven by a common PSC motor,with multiple are located on door. fan speed operations. ELECTRONICS FILTERS The DXPLO2 control included with the unit can be wall mounted in a central location of Washable air filters in exhaust and supply air streams. the home.3 wire 20 gauge(min.)100 ft length(max.). MOUNTING Four threaded inserts at corners of the cabinet designed to accept the"s"hooks and WARRANTY hanging straps supplied with the unit. Units carry a lifetime warranty on the HRV core and a 5 year replacement parts warranty. E1711 . _.ov. OPTIONAL ACCESSORIES: _ Weather Hood Tech6rille Terminator Wireless 20/40/60 99-185 99 EAG4 Fitting Min Timer 99-EAGS 99-186 99-TM4 99-DET02 n4 , 99-187 99-EAG6 --- 99-TMS x REVIEV Ep rQp 99 EAGB 99TM6 r^h` CODE- r'f' r1A l nnDIi A IJf`I LIFEBREATH CONTROL OPTIONS TIMER OPTIONS 99-DET01-Lifebreath 20/40/60 Minute Timer FEATURES 99-DXPLO2 99-BCO2 99-BC03 99-BC04 Initiates high speed Ventilation for 20,40 or 60 5 speed fan operation on each mode ✓ minutes.3 wire connection. 99-DET02 2 speed fan operation(Low/High) ✓ ✓ Wireless Lifebreath 20/40/60 Minute Timer Continuous low speed fan operation ✓ Initiates high speed Ventilation for 20,40 or 60 minutes.Wirelessly connects to main control for Humidity control through adjustable Dehumidistat ✓ ✓ I ease of installation.40'approximate range. Excusive to Lifebreath. Large digital LCD screen ✓ 99-RX02-Wireless Lifebreath Repeater LED status indicator lights ✓ ✓ ✓ Extends range of 99-DET02 Wireless Timers.Plugs into 120V power outlet.Wirelessly connects to Continuous Ventilation ✓ ✓ main control and 99-DET02.Install at halfway point between timer and main wall control if timer Continuous Recirculation ✓ ✓ is out of range. 20 ON/40 OFF ✓ r---- ._;-- , ej. 10 ON/50 OFF ✓ ! ?-` - "�" ::ham.:-�x. 1 o 20 0N/40 Recirculation ✓ ✓ ✓ L_ 20/40/60 min.High speed override button ✓ 99-DXPLO2 99-DET02 Compatible with 99-DET02 Wireless Timer ✓ ✓ ✓ ✓ -S 3 wire connection ✓ ✓ ✓ ✓ L IFEBREHATH" 11 Indoor Air Systems 1SSMAX(01-01-18) www.lifebreath.com , v . __,....__ t.„ : ,,, isityl, MAX„t, . s, n HEAT RECOVERY VENTILATOR i. PERFORMANCE (HVI CERTIFIED) LIFEBREATH sp 0.1(25) 0.2(so) 03(75) 0.4(100) 0.5(125) 0.6(150) 0.7(175) ELECTRICAL SPECIFICATIONS IN.w.6.(PA) CFM(Us) CFM(Us) CFM(Ifs) CFM(Us) CFM(Us) CFM(Ifs) CFM(Us) VAC @ 60Hz 115 Net Supply Airflow 184(87) 163(77) 146(69) 132(62) 115(54) 92(43) 60(28) Watts!Low Speed 66 Grass Supply Airflow 188(87) 166(78) 149(10) 134(63) 117(55) 94(44) 61(29) Watts!High Speed 118 Gross Exhaust Airflow 239(113) 228(107) 212(100) 193(91) 172(81) 150(11) 126(60) Amp Rating 1.4 Sensible Effectiveness(ASE) 32°F(0°C) 84% 180 WEIGHT: @ 59 CFM(28 Us) 71 LBS(32 KG) Sensible Efficiency[SHE) 32°F(0°C) 15% 160 SHIPPING WEIGHT: @ 59 CFM(28 Us) .E. 140 73 LBS(33 KG) Sensible Efficiency(SRE) ::: °C) 75% 35°C) 72% 100 @ 64 CFM PO Us) a Front clearance of 25 in.(635 mm)is 80 NOTE: recommended for servicing unit Ai(ducts _ use 6 in.(152 mm)round collars.Balancing e F1 Ns- ISO 900,E repF>�iAI 60 dampers are located in all airstreams. mzem c„.....I,S CERTIFIED HEMMED I I I I I I I I 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 Static Pressure(in w.g.) DIMENSIONS FRONT VIEW TOP VIEW Filter ir , 14 3/41n.(315 mm) i Recirculating Defrost IINIM=Irn WT7MIIMMII --t I Damper i , A • • Removable IN Blower Heat , Motor E State air to outside Recovery My i._ [�Fresh air from outside Dore �� ;<IIIT: i!III+ � Q Staleairfrominside Fresh air to inside lir MIIM MMI 6IRounn,(d152 mmCollars) I' — 33 5/8 in.(854 moo) - I V v Date: WARRANTY Contractor: Units carry a lifetime warranty Tag: on the HRV core and a 5 year replacement parts warranty. Project• Qty: Supplier: Quote#: All units conform to CSA and UL standards Engineer: II Control: Submitted By: LIFEB/fERTJj J f Indoor Air Systems Timer: Timer Qty: 155MAX(01-01-18) www.lifebreath.com ,.w FILE COPY JVX5300EJ/SJ GE Appliances 30" Under the Cabinet Hood . FEATURES AND BENEFITS Easy installation-10 minutes or less by one person Four-speed with boost,310 CFM venting system-Removes smoke, grease,odors and moisture = ___ �____ Electronic backlit controls-Add a sophisticated look with this up-front, i \\\\\\\\\\\ easy-to-use display Dual halogen lighting with nightlight-Enjoy better visibility with a �� © brightly lit eooktop and surrounding surface ` Auto-off-Set the vent hood to automatically shut off after 15 minutes Convertible venting options-Select recirculating or external venting Vertical and rear exhaust-Exhausts from the top or rear of the hood. Appearance(Fully enclosed bottom)-Enjoy a sleek appearance from every angle Optional remote control-Controlyour ventilation lighting and fan speed from anywhere in the kitchen Model JVX5300SJSS-Stainless steel Model JVX5300EJES-Slate CFM/SCNES RATINGS Exhaust Boast Speed(BS) 310/7.0 Exhaust High Speed(HS) 200/6.5 Exhaust Medium Speed(MS) 170/3.0 Exhaust Law Speed(1,S) 00/1.0 1 ei ' , -GC APPLIANCES.� Speelecation2,,hed BIM va j -e! s• • JVX5300EJ/SJ GE Appliances 30" Under the Cabinet Hood DIMENSIONS AND INSTALLATION INFORMATION(IN INCHES) W1302X11587 replacement grease filter and JXCF66 replacement charcoal filter are available for additional coat.Call toll-free 800,626.2000. Installation Informations Before installing,consult o 93'UNDER-THE-COUNTER HOOD installation instructtons,packed with product,for 71." 3-11-" _ INSTALLATION DIMENSIONS Q o current dimensional data, 7/30 10" Additional aocessoriesttik. i.ata JX860SS 16"cabinet spacer v,44i 40 I■''� ARCM remote control JXDA22 optional damper t81a„ 7.314' 7.ii2` AMP RATING 411P2412" 120V t 2.6 1T' 90"UNDER-THSCOUNTER HOOD PRODUCT DIMENSIONS \J/1a 64/2" 0 KS e Ext,anato»tlet eonnwa v to9- 4•x1a" rectangularduct.Vent top or rear Includes re ngular damper, O29.718" r ' I ro letecalaias tredanultwe l For answers •` •` GE APPLIANCES I ORAppifanmi product questions,visit our weboieatgeappftanceaeom •• ......-- or calla Answer CenterrService,to.020.200tk Specification Revised MO • amp � � ier� N-. 31 k--D,,,,-.--,,_ • • • --\---, 0, ,--_-_pt.t.k. \', . _.L.Q.k.)• kV_z_iA -13-1-'5 in accordance with ASTM 1) 7032. P lastic or composite . R50.7.3.3 .)ecay resbtarkce. Plastic composite deck .: handrails and guards,or their packaging,shall bear a label boards,stair Meads,guards and handrails containing wood, that indicates compliance to ASTM D 7032 and includes cellulosic or other biodegradable materials shall be decay the maximum allowable span determined in accordance resistant in accordance with ASTM l`s 7032. j: with ASTM D 7032. JR567<3< ,Termite resist nce.Where required by Section R5 D7o302 Flame spread index. Plastic composite deck 318, plastic composite deck boards, stair treads, guards boards, stair treads, guards, and handrails shall exhibit a and handrails containing wood, cellulosic or offerer biode- flame spread index not exceeding 200 when tested in accor- gradable materials shall be termite resistant i accordance dance with ASTM 1184 or UL 723 with the test specimen with ASTM D 7032. remaining in place during the test. 5l7o•3og listallatq�,n of plastic composites. Plastic corn- Exception: Plastic composites determined to be non- posite deck boards,stair treads,guards and handrails shall combustible. be installed in accordance with this code and the manufac- turer's instructions. beck Ilene load=40 psf,deck dead load=10 psf,snow load._.40 pat) ' JOIST SPAN • CONNECTION DETAILS 6'and less 6'1"to 8' 8'1r'to 10' 10'1"to 12' 12'1"to 14' 14'l"to 16' 16'3"to 18' On-center spacing of fasteners , 1/2-inch diameter lag screw with V-.inch 30 23 18 15 13 11 10 maximum sheathing'd : j/3-inch diameter bolt with 14-inch maximum 36 36 34 29 24 21 19 sheathings 1/2-inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 sheathings For SI: 1 inch=25.4 trim,1 foot=304.8 nun,1 pound per square foot=0.0479 kPa. • . • a.Ledgers shall be flashed in accordance With Section R703.4 to prevent water from contacting the house band joist. • b. Snow load shall not be assumed to act concurrently with live load. • c. The tip of the lag screw shall fully extend beyond the inside face of the baud joist. . d. Sheathing shall be wood structural panel or solid sawn lumber. - • - e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.tip to 1/2 inch thickness of stacked Wasbera • shall be permitted to substitute for up to'/2 inch of allowable sheathing thickness Where combined with wood structural panel or lumber sheathing. • BLEla507.21 PLAC NIENT brz:LAG BCFlE B: b'BBQLT Ih DECK LPDOBRB RTIB IF OI T = MINIMUM END AND EDGB DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING • Ledgers 2 inchesd inch 2 inches' 1$/s inches' _ 3/4 - Band Joist' 34 inch 2 inches 2 inches' 154 inches" For Sr: 1.Moll=25.4trim. a. Lag seteWs or bolts shall be staggered from.the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R5072.I.(I). b.M-imum.5 inches. .—c. Pot engineered tiro joists,the manufacturer's recommendations shall govern._ ____ d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance With.Figure R 07.2.1.(l). • 150 2615IUTERNATI0[W.L R5STIDENTTAL Cope 4 .1 Z, 1 4. • 1, 1i' a i — — F.. . . :N x.�=STAGGER-FASTENERS,_' 1 IN2-ROWS_ I UO 0 0IC?' — ® ' A 5.5"MIN.FOR 2 X 8* *DISTANCE SHALL BE PERMITTED TO 5"MAY. I 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS _O O 0 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS Lf REDUCED TO THAT OF LAG SCREWS f � -�L— TO ATTACH 2X8 LEDGERS T O 2 X 8 2"MIN.— ! j' BAND JOISTS. LEDGER // LAG SCREW OR BOLT 3/4"MIN. For SI: 1 inch=25.4 mm. -- FIGURE R507.2.1(1) PLAf,NiMENT OF LAG SCREWS AND MOLTS IN LEDGERS S 1:: .. SHEATHING SIDING .. THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR PARALLEL TO DECK JOISTS. WATER TIGHTNESS DECKING simimme -• • !1.1i' APPROVED JOIST HANGERS 2"MIN. '!, � 2x LEDGER W{TH FASTENERS ��II�� II�1 ACCORDANCE WITH TABLE R507.2 ■ MITI_ Q HOLD-DOWN DEVICE MIN 750 LB CAPACI i Y FLOOR JOISTS AT 4:LOCATIONS,-,EVENLYO1STRIBUTED" l> °; ALONGDECKAND ONE WITHIN;24"-OF EAC1=1 END OF.-THE LEDGER="HOLD-DOWN-DEVICES: <YzI. . SHALL„FULLY.ENGAGE-DECK JOIST PER-- HOLD-DOWN MANUFACTURER. - • A=FULLY--THREADEDT3W DI/AMETER=LAG SCREW=PREDRILLED.W/,:MIN:-3_'_-P_EENETrtAIIO? , TO-CENTEROE-COP_PLATE,-_ST_UDSj-OR HEADER, For 5x: 1 inch 25.4 ram. . ,` ----_------� FIGURE R507.2.1(2) ---- .i° s PLACEMENT LAG SCREWSAND BOLTS IN BAND J0IS IS jj• uy, . i'6, '.fit' 20i6 INTERNA6MAL.REVDENTM Me 8 -I• ••••!-1:1,' , ,. • el..• •,: FLOORS . . . , • ;•. . ,.. ----N1--11 ' 1. . . 1 HOLD-DOWN OR SIMILAR i• TENSION DEVICE :. FLOOR SHEATHING NAILING AT i 6"MAXIMUM ON CENTER TO a JOIST WITH HOLD-DOWN N AO P' Lr-T- . , -7- -1----, --... 9. . ---"..1----- - ,Mr.AUK11MI AwAMIAEr __: •r; • + +I 1 I..,_ _,... .0 ,.-yitilreilliP-4111111 '11PLIIPP.-rillym— + + 1 "11 11141., ( , ,_ ,_ 1 04, . FLOOR JOIST DECK JOIST . " -i - N.! ..- . . ., . .. . For SI: I inch=25.4 aim. • LI•:, S -,,. ____ _ -'f-FICIUFIE 807.z.30) __ - . DEMATTACHMENT.:FORIATEfiAL i.0A06'2. :i'l'., , • • • 4';''''' ' • L.ffn• irfcl; .4. f•gijA,: . A . . SHEATHING oiv,,•• .. '•te!"- • i - NOTE: SIDING !!•!-1:-.-; ri,'" THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR V. i PARALLEL TO DECK JOISTS. . WATER TIGHTNESS •,-,, • ,s, . ____ 11- "..,,,,...,-`DECKING' - - II:,- ..., ::..-... , 4.I ., _.„,-._ -„, Iri-a,111.11 APPROVED.JOiST HANGERS ; . i_.,:.': .• I . 2"MIN.— 1 00°" :2):LEDGER WITH FASTENERS 11 - w461. IN ACCORDANCE WITH TABLE R507.2 II :•4.1 ; . , . • , / so..111 ,...:1;,,‘•- ' HOLDAYOWN DEVICE MIN-750 LB.-CAPACITY-- FLOOR JOISTS ---- . ATALOGATIONBiEVENLYDISTRIBUTED--Et ALONG DECK-AND--ONEWITHIN.240E.E-A. 0-W=) . • .. I, WI END-OF THE LEDGER:HOLD-D_OWN-DEVICES- . SHAILFULLY:ENGAGEbECk JOIST PER HOLD;DOWN_MANUFACTURER:--:::-=-, ., . . ,.- • t . •A:FULLYTHREADED-3/e DIAMETER LAG' .._ SCREWPREDRILLED-Wi MIN:3",PENETRATIOW. . [ . TO-CEP.ITERDE.TOEPLAi Er.STUDS,.OR HEADEB: For Sr:I.Inch=2514 min,I.fbot.. 304,8 miri. ,FIL411:1E-1;36D?;2:3_4:2)---- DEVICATTACri:).-MTTORkAMIPik - • ip2 2045:INTERNATIONAL FIESMIENTIAL coe0 4:0 177,'` ,'V'.' * • 11 ESGRIPTIVE?RESIDENI A MOOD DE CCOI gitu loot Y4,E - ::° , POST REQUIREMENTS Figure 8B. Alternate Approved Post-to-Beam r All deck post sizes shall be 6x6(nominal)or larger,and Post Cap Attachment. the maximum height shall be in accordance with Table 4 Solid sawn or and measured from grade or topof foundation, .` " --'"-......:.::-•-.--- multt•piybeam whichever is highest,to the underside of the beam. ........................`-• ••- Under prescriptive limits of this document, 8x8 nominal .-; j l posts can be substituted anywhere in Table 4 but are 1el`rI li limited to a maximum height of 141-0".Posts shall be I.i1.;'1' centered on footings.Cut ends and notches of posts shall o ;l e- be field treated with an approved preservative(such as . I ';+. copper naphthenate) [R402.1.2].The beam shall be o 9 ex�min o �� ' l:��I; attached to the post by notching as shown in Figure 8A pest �= J .I(/ or by providing an approved post cap to connect the beam and post as shown in Figure 8B.All 3-ply beams o ` shall be connected to the post by a post cap.All through- bolts shall have washers under the bolt head and nut. Attachment of the beam to the side of the post without notching is prohibited(see Figure 9). ' Figure 9. Prohibited Post-to-Beam Attachment Condition. - -Provide diagonal bracing parallel to the beam at each_ corner post greater than 2'-0"in height as shown in Figure 10.Diagonal bracing is prohibited on center , rallinft. . posts.Bracing shall be fastened to the post at one end_. and the beam at the other with%2"diameter lag screws.-;For non-ledger decks,(see Figure 21)diagonal bracingIWO h-bolts, Note:Support of beams wt may be omitted at the beam and posts adjacent to theews,or fasteners only Is prohibited. house. Bearing is requited.See Figure 8A. Figure 8A. Post-to-Beam Attachment Requirements. (2)Y2`diameter single 3"or 4" flit augh'bnits ' nominal or double with washers 2"nominal beam " beam must 55" Figure 10. Diagonal Bracing. bear fully on '-3fa notched 6x6 6x6 min. p.'Fi_i.i._rii..pr.._....rn..r.ip1s._0_...�1(e(!�{�[FF{�y i1iIHi ..op...., — .?1• '� L beans IL IO i Iii�I N 2° I I 1 2x4,typical (1)1/2"diameter t- e :•,,, ►—to lagscrew with z�° u°'i washers,typical Typical Post At Splice111 J DIAGONAL BRACING PARALLEL TO BEAM , - Note:Diagonal Bracing is prohibited on center posts. American Wood Council r. a � � �. Vk t s W� +wq a S` v 1i r �.4,s�, IL SCA �SE'D ~. r_DATE r 404 -- a j �N �a. V.. �J J MAP REFERENCE: O L LEGEND: MAP OF A SURVEY RECEIVED OIPF = IRON PIPE FOUND OF LANDS CONVEYED TO OIRF = IRON ROD FOUND THOMAS L. CLARY & SEP I S 2004 ' O CIRF = CAPPED IRON ROD FOUND CAROLYN A. CLARY ca., = UTILITY POLE DATED: NOVEMBER 11, 1996 TOWN Of QUEENSBURY x = FENCE LINE BY: CHARLES T. NACY BUILDING AND CODE ® = MANHOLE ® = WELL GLEX WOOD FRAME COVERED ARE9 ^ 61,55 A•( /-�QGti CAMP 'Qi .0/t S650_49'20NE y I OVER i.la i CONCRETE RETAINING WALL 289.38' Iwo (0 � / cu i +I \\ y SAG C) _ q 0 N O CV 0i 7 CO 00 Ell 1 STORY WOOD 0 DOCr u >< \ ~� FRAME HOU5E AREA o .kl 20,745 sq. ft. ® n o'er � � 0.48 acres ® ��,; ,n 2 PROPOSED , x �' -- � MAGNET PULL ADDITION /_ N7003,913 0"W UNDER ASPHALT m p1 ! S' N D ODKrweu 11 _ 7�q1 V 314.60` 7.o' + SHED WOOD DECK P'F z6.zs LOG FRAME MOUSE OVER 4.95' OVER o.50' ut w m IPFO IPF DSurvey ��, -Uatel JULY 6, BUU4 S "IMM111MM ALMATIMI pt AQW10N ro A SA WY Ma of 8 A7{Li•e made Scale 1�= .� MAP WARM A UCDM LAND 9 t%tY=SM 15 A p y for 20 MOMTION OF 56aTI0N TAM KO-O MSON y OF TIE & NflY VM STAN OUGAIM LW rF. Steves VA GOTM PROM Tn[Of T"r L N Tnb SLRVL(AWL S AMLL N!CONSC L OP T 0IK SUfNhOP5 91ALL K CD?190[PED 10 K LAUD TIRI[COPES.- P:H I L j H S ON i - CFRTii1CAT10N5 NOIGhD IIOEpI SI�Y THAT 'Do S1AKT WM RM-ARED N AOCO DMIX WIN W F t I Ems"CM W PR4=I N LAND SURME"M ADOPRD Land Surveyors UmMa ,ms ��.. m THE PERSOI o MI THE SWVY.IS~ARM AND � err$T 1�1 ON HIS DDIAIf 70 TIE RILE CDSPANY.DDKAIYDITK 169 Haviland Road Queensbur R New York 12804 TO THE TWi0"°""`"° Town of Queensb y uryP 1larren Couactt;Y.t New York HAAKENSON (518) 792-8474 New York Lic. No. 50135 N0. DATE DESCRIPTION DWG. No. 04169 45-3-14/289.07-1-16 C1288 MiTek3 MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield,MO 63017 314-434-1200 Re: 22602-T The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Barden Homes Middleport NY. Pages or sheets covered by this seal: I35652102 thru I35652118 My license renewal date for the state of New York is June 30,2020. .• { S ; ; 2ui Ica\ 4{ ,V'EI p Aof NEty JEGANG 4, cc c December 21,2018 Liu,Xuegang IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSlITPI-1, Chapter 2. Truss truss f tY Ply 35852102 22802-T 01 COMMONN G GIRDER 1 2 ,Job Reference(optional) Barden 8 Robeson Corp.,Middleport,New York 14105 8.030 s Aug 11 2017 MTek Industries.Inc. Fri Dec 21 09:11:30 2018 Page 1 ID:ng0BP5FALp3?UgCA1nh0X5z2N9o-11LAgyHhy0SlenLuMl9UDINk61zv8_ST6fNLndy6nnR 2-9-14 5.4-15 8-0-0 - 10-7-1 13-2-2 I 16-0-0 l 2 9 14 I 2-7 1 2-7-1 --1- 2-7.1 I. 2-7-1 2-9-14 Scale=1:34.8 .. 5x7 I 4 , 7.00 12 3x8 3,03 3 14 13 '. �` 3x8 i ,� 3x8 6 2 it Alp 7 1 o MAI " n. ,,I 1111161ei 9 IIM ►d 15 12 18 11 17 10 18 9 19 8 20 8x8 '-=. 8x8 2x8 II 10x10 = 10x10 = 10x10 = 2x8 II 2-9-14 1 54-15 1 8-0-0 1 10-7-1 1 13-2-2 1 16-0-0 1 2-9-14 2-7-1 2-7-1 2-7-1 2-7-1 2-9-14 Plate Offsets(X,Y)-- [1:0-0-8,0-0-5],[1:0-5-1,0-0-10],(1:Edge,0-4-5],[7:0-0-8,0.0-5],[7:0-5-1,0-0-10],[8:0-5-12,0-1-01[9:0-3-8,0-5-0j,[10:0-5-0,0-5-12],[11:0-3-8,0-5-0], [12:0-5-12,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell L/d PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TO 0.91 Vert(LL) -0.08 10-11 >999 360 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.12 9-10 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.03 7 nla nla BCLL 0.0 Code IRC2015/TP12014 Matrix-S Welght:2361b FT=0% BCDL 13.0 LUMBER- BRACING- . TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins. BOT CHORD 2x8 SP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 WEDGE Left:2x6 SPF No.2,Right:2x6 SPF No.2 REACTIONS. (lb/size) 1=7749/0-5-8 (min.0-3-3),7=7749/0-5-8 (min.0-3-3) Max Horz 1=-141(LC 25) Max Uplift 1=-1199(LC 10),7=1199(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-10670/1643,2-3=-9190/1449,3-4=-7555/1229,4-5—7555/1229,5-6=-9190/1449, 6-7=-10670/1645 BOT CHORD 1-12=-1308/8147,11-12—1308/8147,10-11=-1213/7865,9-10=-1161/7865, 8-94-121518147,7-8=-1 21 5181 47 WEBS 4-10=-1110/6943,5-10=2299/428,5-94-420/2643,6-9=-381/127,6-8=-313/2129, 3-10=-2299/428,3-11=-419/2643,2-11=-381/124,2-12=-313/2129 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All bads are considered equally applied to all plies,except if noted as front(F)or back(B)face In the LOAD CASE(S)section.Ply to 4-OF N Ew Y ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=r91mph;TCDL=5.Opsf;BCDL=5.Opsf;h=30ft;Cat.II;Exp C;enclosed; sGAN(a` Q MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate // �� /(i Ti.., grip DOL=1.33 Wd. 4)TOLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 1 �41 * 5)Unbalanced snow loads have been considered for this design. f��81,w 6)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. Cy Pi 'j'frCC 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1199 lb uplift at joint 1 and 1199 lb uplift cal ; at joint 7. 41f `` 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1941 lb down and 323 lb up at 2-0-0,1941 lb down and 323 lb up at 4-0-0,1941 lb down and 323 lb up at 6-0-0,1941 lb down and 323 lb up at 8-0-0,1941 lb ��0 083804 k," down and 323 lb up at 10-0-0,and 1941 lb down and 323 lb up at 12-0-0,and 1941 lb down and 323 lb up at 14-0-0 on bottom A,9 p,.. chord. The design/selection of such connection device(s)is the responsibility of others. �F�S 51�� LOAD CASE(S) Standard December 21,2018 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MRek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not IS a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web end/or chord members ony.Additional temporary and permanent bracing MiTek` -- is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage,delivery erection and bracing of trusses and truss systems,see ANSVfPl1 Quality Criteria,D5B-89 and BCSI Building Component 18023 Svingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Chestenleld,MO 83017 Job Truss Truss Type ty Ply 135652102 22602-T Cl COMMON GIRDER 1 2 Job Reference(optional) Barden 8 Robeson Corp.,Middleport,New York 14105 8.030 s Aug 11 2017 MiTek Industries,Inc.Fri Dec 21 09:11:31 2018 Page 2 ID:ngOBP5FALp3?UgCA1nh0X5z2N9o-DOvY211Jjka9Fxv5v?gjmwwvsiJ8tRidLJ7uK3y6nnQ LOAD CASE(S) Standard _ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-4=-97,4-7=-97,1-7=-26 Concentrated Loads(lb) Vert:10=-1941 15=-1941 16=-1941 17=-1941 18=1941 19=-1941 20=-1941 • • A WARNING•Verify design parantdfers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. hilt Design valid for use only with MiTeMb connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the -- fabdcalion,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN Quality Criteria,DSB-89 and BC51 Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply 135652103 22602-T GE1 GABLE 2 1 Job Reference(optional) Barden&Robeson Corp., Middleport,New York 14105 8.010 s Aug 11 2017 MTek Industries,Inc. Thu Dec 2013:24:13 2018 Page 1 -. ID:ngOBP5FALp37UgCA1nh0X5z2N9o-weMgpin_LAPyZS8sHAyjnWSuxE7ahvh0B5al_7y73AW 0-10-8 5-11-4 12-0-0 12gT1 8 1 0-10-8 I 5-11-4 I 6-0-12 0 ry� Scale=1:24.7 4 5 41.iiieerlir 3.50 12 __--- -- 3x4 = /--f 3 _/ i ' i 24 - - i i' 1 2 -��l -- --1,--------- - - - - dI -- 1d 4x4 = 13 12 11 10 9 8 7 8 3x4 = 3x8 II 5-11-4 12-0-0 5.11.4 I 6-0-12 Plate Offsets(X,Y)-- [2:0-0-0,0-1-151,[2:0-3-6,Edgej,[16:0-1-11,0-0-8],[20:0-1-11,0-0-8] LOADING (pot) SPACING- 1-11-4 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 38.5 Plate Grip DOL 1.15 TO 0.71 Vert(LL) -0.00 5 ntr 180 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.22 Vert(CT) 0.00 4 n/r 120 TCDL 10.0 Rep Stress Ina YES WB 0.10 Horz(CT) -0.00 7 n/a n/a BCLL 0.0 BCDL 13.0 Code IRC2015/TP12014 Matra-S Weight:561b FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEDGE Left:2x4 SPF No.2 REACTIONS. All bearings 12-0-0. (Ib)- Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s)7,2,12 except 11=-210(LC 10) Max Gray All reactions 250 lb or less at joint(s)8,9,10,12,13 except 7=389(LC 17),2=345(LC 1),11=792(LC 17) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-7=-334/82 WEBS 3-11=-732/208 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. _ 3)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 �v O� Nj 4)Unbalanced snow loads have been considered for this design. V 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs ��ANG Q non-concurrent with other live loads. ��. „tJ j/O 'Q, 6)All plates are 1x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. it 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. W 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,2,12 except m [� (jt=lb)11=210. 20 F. 083804 ' December 21,2018 1 I -- MilA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based ony upon parameters shown,and is for an Individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Ls always required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 18023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. i Chesterfekf,MO 63017 Job Truss Truss Type z1ty Ply 22602-T GE2 Common Supported Gable 1 1 Barden 8 Robeson Corp.,Middleport,New York 14105 8.030 Job Reference(optional) 135652104 s Aug 11 2017 MiTek Industries,Inc.Fri Dec 21 39:11:49 2018 Page 1 ID:ng0BP5FALp3?UgCA1nh0X5z2N9o-ih_LpSWcUGrcPilYzn?xUifBgzcF5n9GU6Ury0y6nn8 - -0-10-8 0-10-8 l 3-0-0 6-0-0 3-D-0 I 6-10-8 3-0-0 I 0-10-8 I Scale=1:14.5 -. 4x4 = i 4.00 12 Bx8 -- %�/ 5 6x8 3 12 11 i 6 • 2 ---_.- 7 1 d 10 9 8 3x8 I I 1x4 II 1x4 II 1x4 II 3x8 II I 6-0-0 I 6-0-0 Plate Offsets(X,Y)-- [2:0-2-4,0-0-12],[6:0-2-4,0-5-4] LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 6 nlr 180 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 6 nfr 120 TCDL 10.0 Rep Stress Ina YES WB 0.02 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-P Weight:26 lb FT=0% BCDL 13.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-8-2,Right 2x6 SPF No.2 1-8-2 REACTIONS. All bearings 6-0-0. (Ib)- Max Horz 2=-23(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,6,10,8 Max Gray All reactions 250 lb or less at joint(s)2,6,9,10,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • NOTES- 1)Wind:ASCE•7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other We loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �! N y/ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6,10,8. v 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,6. (,. 'f J�ET ANG - Q- LOAD CASE(S) Standard ' •G r / CC n W c 1. W ZN10 083804 �(e 19o,ESs' December 21,2018 • A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 1111111-1' Design valid for use only wills Wei de connectors.This design Is based only upon parameters shown,and is for an individual building component,net a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the _- fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIiTPI1 Quality Criteria,DSB-89 and BCSI Building Component 18023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 83017 Job Truss ;Truss Type Oty Ply 135652105 22602-T GE3 (GABLE 1 1 j Job Reference(optional) Barden&Robeson Corp., Middleport,New York 14105 8.010 s Aug 112017 MiTek Industries,Inc. Thu Dec 20 13:24:15 2018 Page 1 ID:ng08P5FALp3?UgCA1nhOX5z2N9o-s0UaEOpFtnfgolIEPb_BsXXK82iD9pVIe03P30y73AU 0 10-8 4-1-12 8-0-0 11-10-4 16-0-0 16-10-8 10-10-8 I 4-1-12 I 3-10-4 I 3-10-4 I 4-1-12 I0-10-8 I 4x4 = Scale=1:35.1 • • Sheet Front Full Sheathing �r�� 1 Ply 7/16"OSB(APA Rated Sheathing 24/16 Exposure 1) / r� 4+ did 3x6 i ,/ �� +� 28 3x8 27 As /// // /s�� 6 //1( ,�i��/ / // %' Sx5 i � I�V. � �� / I 7 5x5 T 2 Ofr,,.. 0s8 0 7 " /.1 1' Aeo AO Ad AA _ 4x10 II 16 15 14 13 12 11 10 4x10 II 3x8 = i 4-1-12 I 8-0-0 I 11-10-4 I 16-0-0 4-1-12 3-10-4 3-10-4 4-1-12 Plate Offsets(X,Y)— (2:Edge,0-0-0],[8:Edge,0-0-0] LOADING (psi) SPACING- 1-11-4 CSI. DEFL. in (lot) I/defl Lid PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.00 9 n/r 180 . MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 8 n/r 120 TCDL 10.0 Rep Stress Ina YES WB 0.12 Horz(CT) 0.00 8 n/a n/a BCLL 0.0 BCDL 13.0 Code IRC2015RP12014 Matrix-S Weight:174 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 •BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x8 SPF No.2 2-6-8,Right 2x8 SPF No.2 2-6-8 REACTIONS. All bearings 16-0-0. (Ib)- Max Horz 2=-141(LC 6) Max Uplift All uplift 100 lb or less at joint(s)13,11,15 except 2=-108(LC 10),8=-126(LC 11) Max Gray All reactions 250 lb or less at joint(s)14,16,12,10 except 2=424(LC 1),8=424(LC 1),13=472(LC 1), . 11=317(LC 18),15=317(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-356/117,6-8=-355/127 WEBS 6-11=-308/30,4-15=-308/41 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. - 3)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psi(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. �� NE r 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs +-y non-concurrent with other live loads. �CyANC�` O� 6)All plates are 1x4 MT20 unless otherwise indicated. J Z/ 7)Gable requires continuous bottom chord bearing. CO '� G 8)Gable studs spaced at 1-4-0 oc. • * f 1 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1/71"1441011'7' 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,11,15 except T- W.w(jt=lb)2=108,8=126. 11 W cP�0 083804. •< AS V December 21,2018 1 a _ A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE Mired) USE. connectors.Design valid for use only with Mired)connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the -- fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIiTPI1 quality Criteria,DSB-89 and BC81 Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield.MO 83017 Job Truss Truss Type Oty Ply 135652106 22602-T GE4 GABLE 1 1 Job Reference(optional) Barden&Robeson Corp.,Middleport,New York 14105 8.030 s Aug 11 2017 MTek Industries,Inc.Fri Dec 21 09:12:07 2018 Page 1 ID:ng0BP5FALp3?UgCAtnhOX5z2N9o-A849bckvEo72aTg?0ZK9DVPFODkjJtewcwroazy6nms 40 10- 4-2-10 8-1.12 I 12-0-14 I. 10-0-0 I 19-11-2 I 23-10-4 27-9-6 I - 32-0-0 { 0-10 4-2-10 3-11-2 3-11-2 3-11-2 3-11-2 3-11-2 3-11-2 4-2-10 Scale=1:54.4 5x5 = 4.00 lif 2x4 II 2x4 I I 8 2x4 II 3x4 % — 2x4 I13x4 2x4 II 2x4 II 7 i/ -@- 9 2x4 II 3x4 -i- -�E'/ 2x4 13x4 7x10 c= 81 7x10 C .50 2x4 II / / 11 2x4 II - -/ 3x4!- 3x4 2x4 II 2x4 I _,....- 15----- /' 12 4x4 C 4x4:- -� \ /// 2x4 II 3 1x4 II �� 2x4 II 13 2 v. �� 1 ---, 2x4 I � �� I[-— --- 4 @ @ & @ 0 i 4 I1 - f} gi $ 7 i 4 d 4x4 II 35 34 33 32 31 30 29 28 27 28 25 24 23 22 21 20 19 18 17 18 15. 3x4 II 3x4 = 2x4 II 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x8 = I 4-2-10 I 8-1-12 I 12-0-14 I 16-0-0 I 19-11-2 l 23-10-4 I 27-9-6 I 32-0-0 I 4-2-10 3-11-2 3-11-2 3-11-2 3-11-2 3.11-2 3-11-2 4-2-10 Plate Offsets(X,Y)-- [2:0-2-3,0-0-2],[5:0-5-0,0-4-8],[11:0-5-0,0-4-8],[14:Edge,0-0-0],[45:0-1-8,0-0-12],[58:0-1-8,0-0-12] LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.00 1 nlr 180 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 1 n/r 120 TCDL 10.0 Rep Stress Ina YES WB 0.21 Horz(CT) 0.00 14 nla n/a BCDL 13.0 Code IRC2015/TP12014 Matrix-S Weight:209 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF No.2 6-0-0 oc bracing:28-29,27-28,25-27,24-25,22-24,21-22. OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-2-0,Right 2x4 SPF No.2 2-2-0 REACTIONS. All bearings 32-0-0. (Ib)- Max Horz 2=-105(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,18,32,14 except 25=-121(LC 6), 21=-102(LC 11),16=-109(LC 7),29=-107(LC 10),34=-124(LC 10) Max Gray All reactions 250 lb or less at joint(s)14,27,28,30,31,33,35,24, 22,20,19,17,15 except 2=336(LC 17),25=571(LC 1),21=477(LC 18), 18=436(LC 18),16=374(LC 18),29=470(LC 17),32=429(LC 17),34=375(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 8-25=-366/50,9-21=-414/80,10-18=-356/85,12-16=-370/115,7-29=-410/91, 6-32=-353/93,4-34=-369/130 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. 3)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 ! of Nam, �v 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs �,AN 0 non-concurrent with other live loads. /' S 11 ��& 6)All plates are 1x4 MT20 unless otherwise Indicated. 7)Gable requires continuous bottom chord bearing. * 't 1l- a * 8)Gable studs spaced at 1-4-0 oc. r- f r—' d; a 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — 4 tV j ,I tlJ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,18,32,14 m j5 except(jt=lb)25=121,21=102,16=109,29=107,34=124. 2 .- 'O LOAD CASE(S) Standard N�6 083804 . 9OPESS1O December 21,2018 1 , A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-1473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with Weld)connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabilfy of design parameters and properly Incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing Mi lT eke is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the --- fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSItTPI1 Quality Criteria,DSB-89 and SCSI Building Component 16023 Swingtey Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Oty Ply 135652107 22692-T GE5 GABLE 1 ] 1 Job Reference(optional) Barden 8 Robeson Corp.,Mitltllepon,New Yak 14105 8.030 s Aug 11 2017 MITek Industries,Inc.Fri Dec 21 09:12:22 2018 Page 1 ID:ng0BP5FALp37UgCA1nh0X5z2N9o-E1UglkvJiP?wtmJuPC5gKgXizGrXKeP731z5ccy6nmd 10- 5-6-5 10-9-3 16-0-0 21-2-13 26-5-11 32-0-0 3-10-¢ d-10 5-6-5 --- I 5-2-13 5-2-13 I 5-2-13 I 5-2-13 I 56510-$ — Scale=1:54.5 4x8 = 4.00 12 • 7 Sheet Back. ��y��♦♦♦♦ Full Sheathing 3x4 — f .j:i(# ♦♦i♦♦♦� 3x4— 1 Ply 7/16"OSB(APA Rated Sheathing 24/16 Exposure 1) 6 '� ' aI♦♦♦♦� 8 5x5 57 ' /��/ /�//J. ''�irp♦I��♦A 58 5x5 3x4 : ♦i��! %1'/ r��I♦♦ . g 3x4 4 ,ii/0r/////� � /I/ ✓� /4♦j 10 4x4 4x4 ., ��I� / �♦��/, /� /0.•"; �-'♦i♦��'�♦j�.� � �� :r� �/ ♦jam 11 2 ��''A / 'er♦♦Id 10 I�I � I I♦ 12 1 i::::%,f,„ , t• 44, ,•• Ar#%...•—•:::,11,r A'ft4' 4._ • AI AAA/ AO .:, ,,. ..„..A. 0 axe II 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x8 II 3x4 = 3x4 = 3x4 = 3x4= 3x8 = 56-5 I 10-9-3 I 16-0-0 l 21-2-13 I 26-5-11 l 32-0-0 I 5-6-5 5-2-13 5-2-13 5-2-13 5-2-13 5-6-5 Plate Offsets(X,Y)-- [2:0-4-5,0-0-4],[5:0-2-8,0-3-0],[9:0-2-8,0-3-0],[12:0-4-5,0-0-4],[41:0-1-8,0-0-12],[43:0-1-8,0-0-12],[54:0-1-8,0-0-12],[55:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.00 13 nil' 180 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.00 12 n/r 120 TCDL 10.0 Rep Stress Incl. YES WB 0.27 Horz(CT) 0.01 12 n/a n/a BCDL 13.0 Code IRC2015/TP12014 Matrix-S Weight:344 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-10-15,Right 2x6 SPF No.2 2-10-15 REACTIONS. All bearings 32-0-0. (Ib)- Max Horz 2=-103(LC 11) Max Uplift All uplift 100 lb or less at joint(s)15,31 except 2=-139(LC 6), 23=-164(LC 7),18=-146(LC 7),28=-155(LC 10),12=-153(LC 7) Max Gray All reactions 250 lb or less at joint(s)25,26,27,29,30,32,22,20, 19,17,16,14 except 2=510(LC 17),23=656(LC 1),18=721(LC 18),15=341(LC 18),28=721(LC 17),31=341(LC 17),12=510(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-494/134,10-12=-494/160 BOT CHORD 2-32=-149/351,31-32=-149/351,30-31=-149/351,29-30=-149/351,28-29=-149/351, 17-18=-90/351,18-17=-90/351,15-16=-90/351,14-15=-90/351,12-14=-90/351 WEBS 7-23=-445/79,8-18=-571/112,10-15=-355/95,6-28=-571/121,4-31=-355/103 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.Opsf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 — 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry OF Ntc* Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ,`S, r 3)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. ,k 1.J�,GANG Z/(�0 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs d non-concurrent with other live loads. * • t 4' `- * 6)All plates are 1x4 MT20 unless otherwise Indicated. f*- ,WWWWt�1111 7 11 •(C 7)Gable requires continuous bottom chord bearing. 5 ' >771r ' LIJ 8)Gable studs spaced at 1-4-0 oc. fti1 �b 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'F1','1'�l Z 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,31 except t� �C? Qt=1h)2=139,23=164,18=146,28=155,12=153. s' a83896 Qi LOAD CASE(S) Standard RofiS810\4P December 21,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Imi^ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of Individual buss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses end truss systems,see ANSIITP11 Quality Criteria,DSB.89 and BCSI Building Component 16023 Swingley Ridge Rd Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Chesterfield,MO 63017 I Job Truss Truss Type Qty Ply 135652108 22602-T M1 MONOPITCH 14 1 ,-\ Job Reference(optional) Barden&Robeson Corp., Middleport,New York 14105 6.010 s Aug 11 2017 MiTek Industries,Inc. Thu-Dec 20 13:24:21 2018 Page 1 ID:ng0BP5FALp3?UgCA1nh0X5z2N9o-hArrUSI?Td p3A/gtO1r5b6CnGUSeQZJEB1KWjHfy73A0 0-10-8 5-11-4 11-10fl--- 1 00-10-8 5-11-4 I -511-0 0- - ' Scale=1:23.1 4 5 4x r, • i 121�'% / i 3.50 12 -- !- % --- 3x4 i i= i 3 / l/-- �� i 2 i;�' 4 ------- mom./ i�i !!iiiiJ: 1,° *, 3x8 IIEl 8 7 4X4 1x4 II 3 _6 5-11-4 11-10-8 12-0-0 I 5-11-4 I 6-11-4 0-163 Plate Offsets(X,Y)- (2:0-3-6,Edge],12:0-0-0,0-1-15],[4:0-3-13,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.06 2-8 >999 360 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.12 2-8 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.03 7 n/a n/a BCLL BCDL 10.0 0 Code IRC2015/TP12014 Matrix-S Weight:43 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • WEDGE Left:2x4 SPF No.2 REACTIONS. (lb/size) 7=739/Mechanical,2=815/0-3-0 Max Horz.2=169(LC 7) Max Uplift 7=-146(LC 10),2=-166(LC 6) Max Gray 7=877(LC 17),2=862(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1527/206,4-7=-341/85 BOT CHORD 2-8=-229/1371,7-8=-229/1371 WEBS 3-8=0/305,3-7=-1383/272 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=5.opsf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. O N Ew 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y• , 6)Refer to girder(s)for truss to truss connections. AN �� Q • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �A. �`J 4/G r� 7=146,2=166. W * ti 49 r- I t' i1 Et12 Nco Q838Q� �.v'' AA0 v F. SSIO December 21,2018 t ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. 1111 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary end permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the -- fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIlrP11 Quality Criterla,D5B-89 end BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lea Street,Suite 312,Alexandrla,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply 135652109 22602-T T1 COMMON 2 1 Job Reference(optional) Barden 8 Robeson Corp.,Middleport,New York 14105 8.030 s Aug 11 2017 MTek Industries,Inc,Fri Dec 21 09:12:38 2018 Page 1 ID:ng08P5FALp37UgCA1nh0X5z2N9o-m6St6C6LxK0foEXzLaNQz2BZQjJB4x0UlErxAgy6nmN -0-10-8 3-0-0 6-0-0 6-10-8I 0-10-8 3-0-0 3-0-0 I 0-10-8 I Scale=1:14.5 4x4 = 4.00 112_ _ • 4x4 / 5 3 i--- 4x4 • j & 2 i 7 c i _ o 81x4 II / / 3x6 I I 3x8 I I 3-0-0 6-0-0 I 3-0-0 I 3-0-0 I Plate Offsets(X,Y)-- ]2:0-4-5,0-0-4],[6:0-4-5,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL •5 • Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 2-8 >999 360 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.01 2-8 >999 . 240 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IRC2015/TP12014 Matrix-P Weight:24 lb FT=0% BCDL 13.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-7-5,Right 2x6 SPF No.2 1-7-5 REACTIONS. (lb/size) 2=454/0-3-0 (min.0-1-8),6=454/0-3-0 (min.0-1-8) Max Horz 2=24(LC 10) Max Uplift 2=-97(LC 6),6=-97(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-481/53,4-6=-481/53 BOT CHORD 2-8=-22/351,6-8=-22/351 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.0psf;BCDL=5.opsf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber D0L=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. LOAD CASE(S) Standard OF NE11/ . * ,1 4"1 * c �.0 083804 Q7 R0fifis St0V. December 21,2018 4 r __ M®WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE U-7473 rev.10/03/2015 BEFORE USE. MCI. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is loran individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,- fabricason,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and SCSI Building Component 16023 Swingtey Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Chesterfield,MO 63017 i Job Truss Truss Type Qty Ply 135652110 22602-T T2 COMMON 3 1 Job Reference(optional) Barden&Robeson Corp., Middleport,New York 14105 8.010 s Aug 112017 MiTek Industries,Inc. Thu Dec 20 13:24:23 2018 Page 1 ID:ng0BP5FALp3?UgCA1nh0X5z2N9o-dZzcv7vG7E9Xl_vntG738dtihGJ71LIUUe?gLYy73AM 0-10-8 4-1-12 8-0-0 11-10-4 16-0-0 - 16-10-8 r0-10-8 I 4-1-12 I 3-10-4 I 3-10-4 4-1-12 10-10-8 I — 4x4 = Scale=1:35.1 4 7.00 1-2 4x4 G t1 12 4x4 3 5 2x8 I I 2x6 I I 6 2 7 9 4 9 8 10 3x6 = 3x8 = 3,0 = • 8-0-0 16-0-0 8-0-0 8-0-0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 38.5 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.08 9-10 >999 360 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.18 9-10 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 8 n/a n/a BCDL 13.0 Code IRC2015/TP12014 Matrix-S Weight;71 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=1065/0-5-8,8=1065/0-5-8 Max Horz 10=-174(LC 8) Max Uplift 10=-151(LC 10),8=-151(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-293/81,3-4=-950/159,4-5=-950/158,5-6=-293/81,2-10=-387/120,6.8=-387/120 BOT CHORD 9-10=-152/901,8-9=-88/901 WEBS 4-9=-57/492,5-9=282/172,3-9=-282/172,3-10=-937/110,5-8=-937/110 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.opsf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=151,8=151. �ti°� NEWT „,t4 .4.\) NG 4!G C),¢ r [C a W TS 2 6, RpF SSO,- December 21,2018 ®WARNING-Verify design parameters and READ NOTES ON TINS AND INCLUDED Mt7EK REFERENCE PAGE MR4473 rev.10/0312015 BEFORE USE. mil - Design valid for use only with MUMS)connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing Indicated Isle prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the - fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,1356-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply 135652111 22602-T T3 Common 8 1 Job Reference(optional) Barden&Robeson Corp., Middlepori,New York 14105 8.010 s Aug 11 2017 MITek Industries,Inc.Thu Dec 20 13:24:24 2018 Page 1 ID:ng08P5FALp3?UgCA1nhOX5z2N9o-61X 7TwumYoON8UzQ_elkgPklggtmnZdjllNt,y73AL Q 10-p 8-1-12 16-0-0 23-10-0 32-0-0 d-10-d 8-1-12 I 7-10-4 i 7-10-4 { 8-1-12 I — Scale=1:54.2 4.00 12 5x7 = 6 j/4,03 !' 4x6 3x4 = `3x4 145 �..j 7 15 8 4 —11 4x6 % � %" 3 j � B4x8 4x6 �� j' i --' -j - �i%" 4x6 01 2 /� /i/ i — 10 d(,, j 1 �t ram # la A • 5x7 = 13 12 11 5x7 = 1x4 II 5x14 = 1x4 II 8-1-12 16-0-0 23-10-4 32-0-0 I 8-1-12 1 7-10-4 I 7-10-4 I 8-1-12 • Plate Offsets(X,Y)-- [2:0-0-0,0-3-3],[10:0-0-0,0-3-31,[12:0-7-0,0-3.0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/defl L/d PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 IC 0.89 Vert(LL) -0.24 12-13 >999 360 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.42 12-13 >911 240 TCDL 10.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.16 10 nla n/a BCLL 0.0 Code IRC2015fTP12014 Matra-S Weight:140 lb FT=0% BCDL 13.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 WEBS 1 Row at midpt 8-12,4-12 SLIDER Left 2x4 SPF No.2 4-2-13,Right 2x4 SPF No.2 4-2-13 REACTIONS. ()b/size) 2=2054/0-5-8,10=1967/0-5-8 Max Horz 2=-109(LC 11) Max Uplift 2=-339(LC 6),10=-297(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-4271/624,4-6=-3075/455,6-8=-3075/454,8-10=-4278/629 BOT CHORD 2-13=-577/3880,12-13=-577/3880,11-12=-505/3888,10-11=-505/3888 WEBS 6-12=-87/1079,8-12=-1411/325,8-11=0/384,4-12=-1386/322,4-13=0/383 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.opsf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pg=50.0 psi(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=339,10=297. of N 'yi/L.� Av� NC4kPJ4/� ` 1' I—' 1 'VIVI CC ��.0 08380& k7. • '°Fes SO' December 21,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M167473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MITeka connectors.This design is based only upon parameters shown,and Is for en individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the -- fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-Ba and BCSI Building Component 16323 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Sule 312,Alaxandde,VA 22314. Chesterfield,MO 63017 , Job Truss Truss Type Qty Ply 135652112 22602-T T4 Common 6 1 Job Reference(optional) Barden&Robeson Corp., Middleport,New York 14105 8.010 s Aug 11 2017 MiTek Industries,Inc. Thu Dec 20 13:24:252018 Page 1 Q ID:ng0BP5FALp3?UgCA1nhOX5z2N9o-ax4MKpwWXswF?139_h9XG2yv140CVEsnxyUxQQy73AK d-10-8 8-1-12 I 710-4 I 7-10-4 I 32-0-0 8 1-2 4d 10- — Scale=1:54.2 4.00 12 5x7 = 6 4x6: 4x6 3x4% .� ��/ 7 3x4 15 5 "/�' 16 6 4 ..,--6),_--- 4x8 a=• :-� 94x6 4x6 3/";/� ' '/ 4x6 1 2 / .i .i /i- // 1011 I� 5x7 = 14 13 72 5x7 = 1x4 II 5x14 = 1x4 II 8-1-12 16-0-0 23-10-4 32-0-0 i 8-1-12 I 7-10-4 l 7-10-4 l 8-1-12 Plate Offsets(X,Y)-- [2:0.0-0,0-3-3],[10:0-0-0,0-3-3],[13:0-7-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.24 12-13 >999 360 MT20 197/144 (Ground Snow=50.0) Lumber COL 1.15 BC 0.55 Vert(CT) -0.42 13-14 >912 240 TCDL 10.0 Rep Stress Ina YES WB 0.47 Horz(CT) 0.16 10 n/a n/a BCDL 13.0 Code IRC2015/TP12014 Matrix-S Weight:141 lb FT=O% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 WEBS 1 Row at midpt 8-13,4-13 SLIDER Left 2x4 SPF No.2 4-2-13,Right 2x4 SPF No.2 4-2-13 REACTIONS. (lb/size) 2=2053/0-5-8,10=2053/0-5-8 Max Hors 2=-103(LC 11) Max Uplift 2=-339(LC 6),10=-339(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-4268/623,4-6=-3072/453,6-8=-3072/453,8-10=-4268/624 BOT CHORD 2-14=-581/3877,13-14=581/3877,12-13=-509/3877,10-12=-509/3877 WEBS 6-13=-85/1076,8-13=-1402/323,8-12=0/383,4-13=-1402/322,4-14=0/383 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1,33 plate grip DOL=1.33 • 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;C1=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt=lb) ,c��F N 'A Y 2=339,10=339. s„ ANG • j , � cc. A'90FESSiO\A December 21,2018 t 1 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI!-7473 rev.10/03/2015 BEFORE USE. Eli Design valid for use only with MiTekde connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must veriy the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of individual trues web and/or chard members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the -- fabrication,storage,cleavery.erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information evadable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 I Job Truss Truss Type Qty Ply 135652113 i22602-T V1 GABLE 1 1 Job Reference(optional) Barden&Robeson Corp., Middleport,New York 14105 8.010 s Aug 11 2017 MiTek Industries,Inc. Thu Dec 20 13:24:25 2018 Page i _ ID:ng0BP5FALp3?UgCA1nh0X5z2N9o-ax4MKpwWXswF?139_h9XG2y3V470VLNnxyUxQQy73AK I 7-1-14 14-3-12 7-1-14 I 7-1-14 4x4 = Scale=1:26.7 3 /1 7.00 12 1x4 II g 70 1x4 II 2 4 A 4 1 1 5 1 0 1 1 A 1 0 1 . z!i0!..!mS!.zmJt.st..Q.!.m..!.m.!..!.!O-O_!!.t.mx!i!O_ex!..!J,e!i0!iw.m455!!i55!i5555_5!.5959w.t.m.!.m.t.m.S!.!Q.!.m.!.m...t.m.i!i..t.m.!..!e..m.e.m.!im.sm 3x4 * 8 7 6 3x4-- 1x4 II 1x4 II 1x4 II I 14-3-12 14-3-12 Plate Offsets(X,Y)-- [2:0-0-0,0-0-0] , LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (lee) I/defi Lid PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.09 Vert(CT) Na - n/a 999 TOOL 10.0 Rep Stress Incr YES VVB 0.06 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IRC2015/TP12014 Matrix-S Weight:42 lb FT=0% BCDL 13.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. ROT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 14-3-12. j (Ib)- Max Horz 1=-101(LC 6) 1 Max Uplift All uplift 100 lb or less at joint(s)1,5 except 6=-145(LC 11),8=-145(LC 10) Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=276(LC 1),6=504(LC 17),8=504(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-6=-398/174,2-8=-398/175 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)•TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) 6=145,8=145. . OF NEir * , f ,41 ��O 08380� ti�. v 6'oIess•K O' December 21,2018 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mg-7473 rev.10/03/2015 BEFORE USE. muff Design vaM for use only with MiTekle connectors.This design is based only upon parameters shown,end is for an individual building component,not e truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing Indicated late prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury andproperty damage.For general guidance regarding the ,— fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPIt Quality Criteria,DSB-89 and SCSI Building Component 160235wingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Chesterfield,MO 83017 Job Truss Truss Type Oty Ply 135652114 22602-T V2 GABLE 1 1 Job Reference(optional) Barden 8 Robeson Corp., Middleport,New York 14105 8.010 s Aug 11 2017 MiTek Industries,Inc. Thu Dec 20 13:24:26 2018 Page 1 ID:ng0BP5FALp3?UgCA1nh0X5z2N9o-28ekX9x81926cSeMYPhmpFUFuTThEokwAcEUyty73AJ • 6-0-9 12-1-3 1 6-0-9 + 6-0-9 — 4x4 = Scale=1:22.9 3 • 7.00 riT 1x4 I 41x4 II 2 5 AAA.6.ta.x.x.D.f.t.x.x.x.4444444.46=6:44 x.x..x.x.w.J..Jsss2:2;2:52:J.hsJ.442.....x.:4444444016: =1::44446:46:46:444 8 7 B 3x4 i 1x4 II 1x4 II 1x4 II 3x4 12-1-3 12-1-3 Plate Offsets(X,Y)-- [2:0-0-0,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow 50.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 13.0 Code IRC2015/TP12014 Matrix-S Weight:36 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 12-1-3. (Ib)- Max Horz 1=87(LC 7) Max Uplift All uplift 100 lb or lass at joint(s)1,5 except 6=-133(LC 11),8=-133(LC 10) Max Gray All reactions 250 lb or less at joint(s)1,5,7 except 6=469(LC 17),8=469(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-6=-360/158,2-8=-360/159 NOTES- 1)Wind;ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.Opsf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TOLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;C1=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) 6=133,8=133. „() New co, Jf.,GANQ4/ r ltf,9e'y5 Pt tit tit • NCvO 083804. ((/• iiso NAP December 21,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE Mll•7473 rev.10/03/201S BEFORE USE. it Design valid for use only with MTektbconneclors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters end properly Incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITek" Is always required for stability and to prevent collapse with possible personal Injury end property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 18023 Swingtey Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 83017 Job Truss Truss Type Qty Ply 135652115 22602-T V3 GABLE 1 1 • Job Reference(optional) Barden&Robeson Corp., Middleport,New York 14105 8.010 s Aug 112017 MiTek Industries,Inc. Thu Dec 20 13:24:27 2018 Page 1 ID:ng0BP5FALp3?UciCA1nh0X5z2N9o-VVKC71Vym2TAzEbDY66C?LT1PytoszF?3PGz1UJy73Al 1 4-10-14 - 9-9-12 - I 4-10-14 4-10-14 Scale=1:19.4 3x4 = 3 ia. 1x4 II II41x4 II 7.00 112 B 111 9 5 1 r 7 6 2x4 i 1x4 II 1x4 II 2x4 1 9-9-12 9-9-12 Plate Offsets(X,Y)-- [2:0-0-0,0-0-0],[3:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.09 Vert(CT) nla - n/a 899 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IRC2015/TP12014 Matrix-S Weight:27 lb FT=O%u BCDL 13.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 9-9-12 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 9-9-12. • (Ib)- Max Horz 1=-69(LC 6) Max Uplift All uplift 100 lb or less at joint(s)except 6=117(LC 11),7=-122(LC 10) Max Gray All reactions 250 lb or less at joint(s)1,5 except 6=441(LC 17),7=441(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-6=-352/138,2-7=-353/143 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.0psf;BCDL=5.Opsf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 • 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other.live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 6 and 122 lb uplift at joint 7. p& NEB, w BOA 08380k lei V °PeSSt��A December 21,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-74T3 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,end is for an Individual building component,nut • e truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing . MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street.Sure 312 Alexandria,VA22314. chesterfield,MO 63017 Job Truss Truss Type Qty Ply 135652116 22602-T V4 Valley 1 1 ____ Job Reference(optional) Barden 8.Robeson Corp., Middleport,New York 14105 8.010 s Aug 11 2017 MiTek Industries,Inc. Thu Dec 20 13:24:28 2018 Page 1 ID:ngOB P5FALp3?UctCA1 nhOX5z2N9o-_WmVyzOpnlgslokfpjEugaZ6H8viiQDewjb0ly73AH I 3-9-3 7-6-5 3-9-3 I 3-9-3 - — -- --_ 4x4 = Scale=1:15.2• 7.00 1-2 6 5 t; 3 1 O _ O 4 2x4-- 1x4 II 2x4 - l • 7-6-5 I 7.6.5 LOADING (psf) • SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.26 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.10 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-S Weight:191b FT=0% BCDL 13.0 ,. LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) 1=209/7-6-5,3=209/7-6-5,4=375/7-6-5 Max Harz 1=51(LC 9) Max Uplift 1=-43(LC 10),3=-50(LC 11),4=-19(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-271/59 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate .grip DOL=1.33 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 1,50 lb uplift at joint 3 and 19 lb uplift at joint 4. �A% V+icCaANC,4/ Q' / ) fr /-,Pt CC- W 0 0,93804 Q� Aq..... QNP December 21,2018 f a mt— -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI rEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not e truss system.Before use,the building designer must verify the applicability of design parameters end property Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITek" is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection end bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,OSB.89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available front Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. chesterfield,MO 63017 Job Truss Truss Type Qty Ply • 135652117 22602-T V5 Valley 1 1 Job Reference(optional) Barden&Robeson Corp., Middleporl,New York 14105 8.010 s Aug 112017 MiTek Industries,Inc. Thu Dec 20 13:24:28 2018 Page 1 ID:ng0BP5FALp3?UgCA1 nhOX5z2N9o-_WmVyrzOpn lgslokfpjEugacgH9giifDewjb0ly73AH I 2-7-7 5-2-14 2-7-7 i 2-7-7 4x4 = Scale=1:11.8 2 7.00 11111111111 • 3 n iti ic69;•;%•;*;*i•i i i9X949;c1.1 Wcf WAnc9:41�i�i�i�i�i�i�i�i i�i�i�i�I iWacc9i9 '49:Vc•ieN WN�:1t eaivf4i4Siii'isi�i�i�i�iO�i�i�i�•'i'i'i'i� :!:iiiiiii'i�i'i i�i'aiaiiiiig!ii'i:*:!si'i�i�i'i'i0'i'i'i'i�ti6iiigtii:iiiiiii'•'i .:t:?: :!.:0:i�i�i•�� :!: �_�_•_e��•.�._�_��._ee�•.��._��•_�_�eeeee��..��e��•.��..�ee•.��.�._�_�•_�._�._e��ce��•.�e�•.•.�•_._e�._ee�e•.•.�.ew•...•..� 4 2x4 6 1x4 II 2x4 I 5-2-14 i 5-2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.10 Vert(LL) Na - n/a 999 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.04 Vert(CT) Na - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCLL 0.0. Code IRC2015/TPI2014 Matrix-S Weight:13lb FT=0% BCDL 13.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) 1=135/5-2-14,3=135/5-2-14,4=242/5-2-14 Max Horz 1=33(LC 9) Max Uplift 1=-28(LC 10),3=-32(LC 11),4=-12(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; • MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 1,32 lb uplift at joint 3 and 12 lb uplift at joint 4. �l O� NE�r• • �� J� ANG�GQ,A • '�1`7 • 111 • 5�-P;s cf, 0o 983804 ES St° December 21,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-1473 rev.1NO3/2015 BEFORE USE. bur Design valid for use only with Mi elte connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated Isle prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek" is always required for stability and to prevent collapse wkh possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses end truss systems,see ANSVnP11 Quality Criteria,DSB-89 and BC51 Building Component 16023 Swingley Ridge Rd '— Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply 135652118 22602-T V6 Valley 1 1 Job Reference(optional) Barden&Robeson Corp., Middleport,New York 14105 8.010 s Aug 11 2017 MiTek Industries,Inc. Thu Dec 20 13:24:29 2018 Page 1 ID:ng0BP5FALp3?UgCA1nh0X5z2N9o-SjKtAB_1a4QhTvMxUXETRu6oihV6R9FMsaS8zcy73AG 1-5-12 I _. __ 2-11-7 1-5-12 • 1-5-12 I 3x4 = Scale=1:7.0 2 7.00 2 3, _1 /s\ • 1i"it 44 0:•,:e 40:4440:4i•i'•i•i•i•iO•i••i•••••Oi•iO•i•••iO•i•••i••••••��•Q•i•ip•••iO•••i••ip•i•i•••••i•i•••••••0•V ti�e��AW..•0••i�iei�i�i�i:i�%:• Oi�i�i�i i�i�i�i i i�i�i�i�i�i�i•4�i�i�i�i�i��i�i�i Oi�i�i�i�i�i�i�i�i�iO�i�i�il�i0��i'O��i�i�i�i�i�i�iO�00i'��i�i�iO�iO�i�i��i�i�i�i�i00�iO�i�i�i�i�iO�iO�i� " �l�S!ilQ�elO_00�1�1�!i Or.4Sl�10_�OSIe!000_�31�_LO 00_Q�100�0�!�!i�4l��lQ�l�lO_�!i!�!i�!�!�!itEO_JO�l�l00�!♦'_�!J_�!�l�lQe�!�!�!�0�l�1�10.�!i�!J_�! 2x4! 2x4 2-11-7 2-11-7 Plate Offsets(X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) lldefl L/d PLATES GRIP TCLL 36.5 Plate Grip DOL 1.15 TC 0.02 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.04 Vert(CT) n/a - n/a 999 BCDLLTC L 10.0 Rep Stress Inca' YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 13.0 Code IRC2015/TP12014 Matrix-S Welght:6lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 • TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=115/2-11-7,3=115/2-11-7 Max Horz 1=-15(LC 8) Max Uplift 1=-15(LC 10),3=-15(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=5.Opsf;BCDL=5.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 15 lb uplift at joint 3. -- of Neil/ KC' JSGANG4/ "'5, * irti' I t"*0s 4 08380k (47 ARo ' • F�ss'o December 21,2018 AWARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE M11-7479 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors,This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the apptcability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated la to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the -- fabrication,storage,delivery,erection and bracing of trusses end truss systems,see ANSITTPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingby Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Chesterfield,MO 63017 • Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 6-4-8 dimensions shown in ft-in Failure to Follow Could Cause Property 4 /4 Center plate on joint unless x,y offsets are indicated. (Drawings not to scale) Damage or Personal Injury INIMIN Dimensions are in ft-in-sixteenths. 1%06. Apply plates to both sides of truss and fullyembed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. diagonal or X-bracing,is always required. See SCSI. TOP CHORDS 0-y16, 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I I bracing should be considered. O0d �� 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building r For 4 x 2 orientation,locate c7 a cs-7 ova designer,erection supervisor,property owner and • plates 0- 1riu"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/rPl 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with tire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is • ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that i� Trusses are designed for wind loads in the plane of the specified. �/ Indicated by symbol shown and/or g by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or parties provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing,BEARING section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. • I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. • 41.11.� reaction section indicates joint - number where bearings occur. i 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �i♦ lent0 18.Use of green or treated lumber may pose unacceptable �� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: • ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. • Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 ENVIRONMENTAL DESIGN �,. • PARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12065 (P)518 371 7621 (F)518.371.9540 edplip.com April 4, 2019 RECIE " 2 Town of Queensbury Building & Codes n APR 2019 742 Bay Road TOWN®F G�rJNSBl:f2Y Queensbury, NY 12804 BU1°D NG&CODES Attn: Dave Hatin .43U - 031- Q • t..O t$ Re: Serini Wastewater—3067 Rt. 9L Dear Dave: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans, prepared by this office and reviewed and approved by the Town as associated with the wastewater system application, are as follows: Proposed Site Improvements For The Serini Residence • Sheet S-2 Proposed Site Plan Sheet S-4 Enhanced Treatment System Details Sheet S-5 Wastewater Notes and Details • Sheet S-6 Wastewater Notes and Details Dated: February 18, 2018 These plans were updated from the original plans submitted and approved in September 2017. During the course of construction I was on the job site to observe key components of the system installation culminating with the `start-up' of the pump assembly and control panel system on April 4, 2019. Field location of the absorption system D-Box has been provided and since the septic tank and pump tank have been relocated an `as-built'sketch is provided for the file. Based on my inspection of the system start-up it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. Sincerely, Dennis MacElroy, PE cc: Michael&Sharon Serini NpO-q b c"�,• a �. 3 d a CD CL CD a � o w DC7 o xN W o O CDCD n b Q a K (D "D C) �] p cep '� cOi O .G.I GL p C" Oil b 00 "G' W a N Cn x GCD CD CD ID A w o CD ID x CD N p G. 0 0 A x y CD0 F c CD CD CL fD ., d D O o (or� g 3 x M C�7 o CD I" (� O � ° w � fb w w w o wD CD 00 a CD h m . CD CD CD 00 p Ory• P w �o CDCD C o D _ 7 x ° ro b 's n �� wpN N xN (D `' C) Y o E. o w CD CD N C N CD B oO °T w twoNrl � � � � ^" � »,c �• tri 6. o � CD CD CD CD z a CD w a zD N � w CD kv) w N CD CD CD W. Dm am! w �° WK .�^ �t N th. ,°•,�� p y M � x xrl zCD CD C7 D CD x do X o CD 7 a 4� w o_ CD rn 0 �,� _. x O N D & b E W E APR 16 � 20i9 BUILDING (%w0DES LAN0,S Wl` I 1 GREGOR'Y,F FRANCS I �c"b Z®�8 BOOK 4770 PAGE 227 4 TAX ID. 239.20-l-19 I IPF 1 IPF 205.47' 7 IPF ?o N 86029901 ELEC. ry w N BOX D-BOX a w 0 MON 4 a UTP DOCK l a ELEC. POST CONCRETE STEPS I' 40.3' ( S S N UPPER DECK iL1 ROOF �`' PORCH D DECK RrjN NEW BUILDING , 0 • - , / 0Z DOCK �- 12. 32. ' PEI LLJ 1c v 0 ". O • 0� I4 PAVED DRIVE cn;6► S 89015'20" W d ,,. �,.;,,, 207.00' IPF O 1j, e � I7777777777777/ 7 - W I t LAN©, Al/F -----+—-- Q WILLIAM CALOGERO GRAVEL DRIVE ' ,� • PATRICIA CALOGERO BOOK 634 PAGE f 7f -----�'---- TAX ID. 239.20-f-17 .��._-----------`_"_+ IPF co DEED REFERENCE: "C;HARLES E. EAGLE AND MARGARET E. MAP REFERENCE: 'h r'. -�� C� EAGLE" TO "CHARLES TOD EAGLE, DAVID A. kill, o�p ,y4 � EAGLE AND DIANNE M. LEONELLI" , DATED 1 • MAP OF "THE BURNT RIDGE LOT" BY COULTER AND MCCORMACK, SURVEYORS DATED DECEMBER IN0 SEPT'EMBER 2, 1993 AND RECORDED IN THE 13 1968, AND FILED IN THE WARREN COUNTY UTP WARREN COUNTY CLERKS OFFICE IN DEED � NM73 CLERKS OFFICE AT PLAT CAB A, SLIDE 14. BOOK 893 AT PAGE 218. iTAX ID #239.20-1-18 'AREA±13,G91.24 SQFT ALL RIGHTS RESERVED.COPY OR REPRODUCTION OF THIS PLAN OR ANY PORTION ASBIJILT` SURVEY MAP FUR. ABBL SURVEYING, PL,,LC THEREOF IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF THE SURVEYOR. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED MICHAEL SERINI AND MICHAEL E. MONTENA, SURVEYOR SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2 OF THE NEW S AVON PLACE I ORKHER S� STATE EDUCATION LAW. SHARON ERINI AT 2934 RT 9L HEREBY CERTIFY THAT THIS SURVEY MAP IS BASED ON AN ACTUAL FIELD SURVEY i SOUTH GLENS FALLS, NY 12803 COMPLETED APRIL 10, 2019, AND THAT THIS SURVEY MAP WAS MADE BY ME OR APRIL 11 2019 SCALE 1" =20' MADE UNDER MY DIRECTION, AND CONFORMS WITH THE MINIMUM STANDARD 518-798-2219 CODE OF PRACTICE THAT HAS BEEN DEVELOPED BY THE NEW YORK STATE TOWN OF QUEENSBURY,WARREN COUNTY, -o_® LS#050670 ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. NEW YORK 7 2c \ Ore, S'oc irity A Soma C ,Slylkovin, inc;, 4 Avis Drive-Suite 110 (CC e, - Latham,NY 12110 ^ ,.,F54' P:518-250-4364 F: 518-250-4365 www.firesecuritvsound.com April 5,2019 Hudson Valley EC&M 523 South Rd. Milton, NY 12547 RE:2934 STATE ROUTE 9L QUEENSBURY, NY 12845—FIRE/BURG SYSTEM Please be advised that the final inspection/test has been completed on the new Honeywell Vista 21IP Combination Fire/Burg System at the above referenced project on 3/15/19.The equipment supplied by Fire,Security&Sound Systems has been tested in accordance with NFPA 72, meets the contract requirements and is working properly. This inspection/test conducted by our service technician fulfills our obligation on this phase,and the warranty of one(1)year on this equipment is considered effective as of 3/15/19. If we can be of further service to you, please do not hesitate to call. Sincerely, Mike Dynko Project Coordinator . Fire Security&Sound Systems—4 Avis Drive-Suite 110—Latham,NY 12110 Alarm License# 12000286670 FIRE ALARM AND EMERGENCY COMMUNICATION SYSTEM RECORD OF COMPLETION To be completed by the system installation contractor at the time ofsystem acceptance and approval. It shall be permitted to nnodif}'this form as needed to provide a more complete and/or clear record. Insert N/A in all unused lines. Attach additional sheets,data,or calculations as necessary to provide a complete record. 1. PROPERTY INFORMATION Name of property: MIKE SERINI RESIDENCE Address: 2934 STATE ROUTE 9L QUEENSBURY, NY 12845 Description of property: HOUSE Occupancy type: RESIDENTIAL Name of property representative: HUDSON VALLEY EC&M Address: 523 SOUTH RD.MILTON,NY 12547 Phone: 845-795-1135 Fax: N/A E-mail: N/A Authority having jurisdiction over this property: TOWN OF QUEENSBURY Phone: 518-761-8206 Fax: 518-745-4437 E-mail: N/A 2. INSTALLATION,SERVICE,AND TESTING CONTRACTOR INFORMATION Installation contractor for this equipment: HUDSON VALLEY EC&M Address: 523 SOUTH RD.MILTON,NY 12547 License or certification number: 12000107088 Phone: 845-795-1135 Fax: N/A E-mail: N/A Service organization for this equipment: FIRE,SECURITY&SOUND SYSTEMS,INC. Address: 4 AVIS DR- SUITE 110,LATHAM,NY 12110 License or certification number: 12000286670 Phone: (518)250-4364 Fax: (518)250-4365 E-mail: N/A A contract for test and inspection in accordance with NFPA standards is in effect as of: N/A Contracted testing company: FIRE SECURITY&SOUND SYSTEMS,INC. Address: 4 AVIS DRIVE-SUITE 110,LATHAM,NY 12110 Phone: 518-250-4364 Fax: 518-250-4365 E-mail: N/A Contract expires: N/A Contract number: N/A Frequency of routine inspections: ANNUAL 3. DESCRIPTION OF SYSTEM OR SERVICE ❑Fire alarm system(nonvoice) ❑Fire alarm with in-building fire emergency voice alarm communication system(EVACS) ❑Mass notification system(MNS) ❑Combination system,with the following components: ❑Fire alarm ❑EVACS ❑MNS ❑Two-way,in-building,emergency communication system ®Other(specify): COMBINATION FIRE/BURG SYSTEM NFPA 72, Fig. 10.18.2.1.1 (p. 1 of 12) Copyright 0 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 3. DESCRIPTION OF SYSTEM OR SERVICE (continued) NFPA 72 edition: 2013 Additional description of system(s): N/ 3.1 Control Unit Manufacturer: HONEYWELL Model number: VISTA 211P 3.2 Mass Notification System ®This system does not incorporate an MNS 3.2.1 System Type: ❑In-building MNS—combination ❑In-building MNS—stand-alone 0 Wide-area MNS ❑Distributed recipient MNS ❑Other(specify): N/A 3.2.2 System Features: ❑Combination fire alarm/MNS 0 MNS autonomous control unit ❑Wide-area MNS to regional national alerting interface ❑Local operating console(LOC) ❑Direct recipient MNS(DRMNS) ❑Wide-area MNS to DRMNS interface ❑Wide-area MNS to high-power speaker array(HPSA)interface 0 In-building MNS to wide-area MNS interface ❑Other(specify): N/A 3.3 System Documentation ❑An owner's manual,a copy of the manufacturer's instructions,a written sequence of operation,and a copy of the numbered record drawings are stored on site. Location: N/A 3.4 System Software ®This system does not have alterable site-specific software. Operating system(executive)software revision level: N/A Site-specific software revision date: N/A Revision completed by: N/A ❑A copy of the site-specific software is stored on site. Location: N/A 3.5 Off-Premises Signal Transmission ❑This system does not have off-premises transmission. Name of organization receiving alarm signals with phone numbers: Alarm: USA CENTRAL MONITORING Phone: 800-422-2300 Supervisory: USA CENTRAL MONITORING Phone: 800-422-2300 Trouble: USA CENTRAL MONITORING Phone: 800-422-2300 Entity to which alarms are retransmitted: WARREN CO 911 DISPATCH Phone: 518-743-2500 Method of retransmission: TELEPHONE If Chapter 26,specify the means of transmission from the protected premises to the supervising station: IP DACT If Chapter 27,specify the type of auxiliary alarm system: 0 Local energy ❑Shunt ®Wired ❑Wireless NFPA 72, Fig. 10.18.2.1.1 (p.2 of 12) Copyright©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 4. CIRCUITS AND PATHWAYS 4.1 Signaling Line Pathways 4.1.1 Pathways Class Designations and Survivability Pathways class: N/A Survivability level: N/A Quantity: N/A (See NFPA 72,Sections 12.3 and 12.4) 4.1.2 Pathways Utilizing Two or More Media Quantity: N/A Description: N/A 4.1.3 Device Power Pathways ®No separate power pathways from the signaling line pathway ❑Power pathways are separate but of the same pathway classification as the signaling line pathway ❑Power pathways are separate and different classification from the signaling line pathway 4.1.4 Isolation Modules Quantity: N/A 4.2 Alarm Initiating Device Pathways 4.2.1 Pathways Class Designations and Survivability Pathways class: B Survivability level: 1 Quantity: 4 (See NFPA 72,Sections 12.3 and 12.4) 4.2.2 Pathways Utilizing Two or More Media Quantity: N/A Description: N/A 4.2.3 Device Power Pathways ®No separate power pathways from the initiating device pathway ❑Power pathways are separate but of the same pathway classification as the initiating device pathway ❑Power pathways are separate and different classification from the initiating device pathway 4.3 Non-Voice Audible System Pathways 4.3.1 Pathways Class Designations and Survivability Pathways class: B Survivability level: 1 Quantity: 2 (See NFPA 72,Sections 12.3 and 12.4) 4.3.2 Pathways Utilizing Two or More Media Quantity: N/A Description: N/A 4.3.3 Appliance Power Pathways ®No separate power pathways from the notification appliance pathway ❑Power pathways are separate but of the same pathway classification as the notification appliance pathway ❑Power pathways are separate and different classification from the notification appliance pathway NFPA 72, Fig. 10.18.2.1.1 (p.3 of 12) Copyright©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 5. ALARM INITIATING DEVICES 5.1 Manual Initiating Devices 5.1.1 Manual Fire Alarm Boxes ®This system does not have manual fire alarm boxes. Type and number of devices: Addressable: N/A Conventional: N/A Coded: NIA Transmitter: N/A Other(specify): N/A 5.1.2 Other Alarm Boxes ®This system does not have other alarm boxes. Description: NIA Type and number of devices: Addressable: N/A Conventional: N/A Coded: N/A Transmitter: N/A Other(specify): N/A 5.2 Automatic Initiating Devices 5.2.1 Smoke Detectors 0 This system does not have smoke detectors. Type and number of devices: Addressable: N/A Conventional: 3 Other(specify): N/A Type of coverage: ®Complete area 0 Partial area 0 Nonrequired partial area Other(specify): N/A Type of smoke detector sensing technology: ❑Ionization P2 Photoelectric ❑Multicriteria 0 Aspirating 0 Beam Other(specify): N/A 5.2.2 Duct Smoke Detectors ®This system does not have alarm-causing duct smoke detectors. Type and number of devices: Addressable: N/A Conventional: N/A Other(specify): N/A Type of coverage: N/A Type of smoke detector sensing technology: ❑Ionization ®Photoelectric ❑Aspirating 0 Beam 5.2.3 Radiant Energy(Flame)Detectors ®This system does not have radiant energy detectors. Type and number of devices: Addressable: N/A Conventional: N/A Other(specify): N/A Type of coverage: N/A 5.2.4 Gas Detectors ®This system does not have gas detectors. Type of detector(s): N/A Number of devices: Addressable: N/A Conventional: N/A Type of coverage: N/A 5.2.5 Heat Detectors 0 This system does not have heat detectors. Type and number of devices: Addressable: N/A Conventional: 1 Type of coverage: 0 Complete area 0 Partial area ❑Nonrequired partial area 0 Linear 0 Spot Type of heat detector sensing technology: ®Fixed temperature 0 Rate-of-rise 0 Rate compensated NFPA 72, Fig. 10.18.2.1.1 (p.4 of 12) Copyright©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 6. ALARM INITIATING DEVICES(continued) 5.2.6 Addressable Monitoring Modules 0, This system does not have monitoring modules. Number of devices: N/A 5.2.7 Waterflow Alarm Devices 0 This system does not have waterflow alarm devices. Type and number of devices: Addressable: N/A Conventional: N/A Coded: N/A Transmitter: N/A 5.2.8 Alarm Verification N This system does not incorporate alarm verification. Number of devices subject to alarm verification: N/A Alarm verification set for N/A seconds 5.2.9 Presignal N This system does not incorporate pre-signal. Number of devices subject to presignal: N/A Describe presignal functions: N/A 5.2.10 Positive Alarm Sequence(PAS) ®This system does not incorporate PAS. Describe PAS: N/A 5.2.11 Other Initiating Devices N This system does not have other initiating devices. Describe: (3)MOTION DETECTORS 6. SUPERVISORY SIGNAL-INITIATING DEVICES 6.1 Sprinkler System Supervisory Devices N This system does not have sprinkler supervisory devices. Type and number of devices: Addressable: N/A Conventional: N/A Coded: N/A Transmitter: N/A Other(specify): N/A 6.2 Fire Pump Description and Supervisory Devices N This system does not have a fire pump. Type fire pump: ❑Electric pump ❑Engine Type and number of devices: Addressable: N/A Conventional: N/A Coded: N/A Transmitter: N/A Other(specify): N/A 6.2.1 Fire Pump Functions Supervised ❑Power 0 Running ❑Phase reversal 0 Selector switch not in auto 0 Engine or control panel trouble 0 Low fuel Other(specify): N/A 6.3 Duct Smoke Detectors(DSDs) N This system does not have DSDs causing supervisory signals. Type and number of devices: Addressable: N/A Conventional: N/A Other(specify): N/A Type of coverage: N/A Type of smoke detector sensing technology: 0 Ionization 0 Photoelectric ❑Aspirating 0 Beam 6.4 Other Supervisory Devices N This system does not have other supervisory devices. Describe: N/A NFPA 72, Fig. 10.18.2.1.1 (p.5 of 12) Copyright 02009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 7. MONITORED SYSTEMS 7.1 Engine-Driven Generator ®This system does not have a generator. 7.1.1 Generator Functions Supervised ❑Engine or control panel trouble ❑Generator running ❑Selector switch not in auto ❑Low fuel ❑Other(specify): N/A 7.2 Special Hazard Suppression Systems ®This system does not monitor special hazard systems. Description of special hazard system(s): N/A 7.3 Other Monitoring Systems ICI This system does not monitor other systems. Description of special hazard system(s): N/A 8. ANNUNCIATORS ®This system does not have annunciators. 8.1 Location and Description of Annunciators Location 1: N/A Location 2: N/A Location 3: N/A 9. ALARM NOTIFICATION APPLIANCES 9.1 In-Building Fire Emergency Voice Alarm Communication System ®This system does not have an EVACS. Number of single voice alarm channels: N/A Number of multiple voice alarm channels: N/A Number of speakers: N/A Number of speaker circuits: N/A Location of amplification and sound-processing equipment: N/A Location of paging microphone stations: Location 1: N/A Location 2: N/A Location 3: N/A 9.2 Nonvoice Notification Appliances ❑This system does not have nonvoice notification appliances. Horns: 2 With visible: N/A Bells: N/A With visible: N/A Chimes: N/A With visible: N/A Visible only: N/A Other(describe): N/A 9.3 Notification Appliance Power Extender Panels ❑This system does not have power extender panels. Quantity: N/A Locations: N/A NFPA 72, Fig. 10.18.2.1.1 (p.6 of 12) Copyright 0 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 10. MASS NOTIFICATION CONTROLS,APPLIANCES,AND CIRCUITS ©This system does not have an MNS. 10.1 MNS Local Operating Consoles Location l: N/A Location 2: N/A Location 3: N/A 10.2 High-Power Speaker Arrays Number of HPSA speaker initiation zones: N/A Location 1: N/A Location 2: N/A Location 3: N/A 10.3 Mass Notification Devices Combination fire alarm/MNS visible appliances: N/A MNS-only visible appliances: N/A Textual signs: N/A Other(describe): N/A Supervision class: N/A 10.3.1 Special Hazard Notification ®This system does not have special suppression predischarge notification. MNS systems DO NOT override notification appliances required to provide special suppression predischarge notification. 11. TWO-WAY EMERGENCY COMMUNICATION SYSTEMS 11.1 Telephone System ®This system does not have a two-way telephone system. Number of telephone jacks installed: N/A Number of warden stations installed: N/A Number of telephone handsets stored on site: N/A Type of telephone system installed: ❑Electrically powered ❑Sound powered 11.2 Two-Way Radio Communications Enhancement System ®This system does not have a two-way radio communications enhancement system. Percentage of area covered by two-way radio service: Critical areas: N/A % General building areas: N/A % Amplification component locations: N/A Inbound signal strength: N/A dBm Outbound signal strength: N/A dBm Donor antenna isolation is: N/A dB above the signal booster gain Radio frequencies covered: N/A Radio system monitor panel location: N/A NFPA 72, Fig. 10.18.2.1.1 (p.7 of 12) Copyright©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 11. TWO-WAY EMERGENCY COMMUNICATION SYSTEMS(continued) 11.3 Area of Refuge(Area of Rescue Assistance)Emergency Communications Systems ®This system does not have an area of refuge(area of rescue assistance)emergency communications system. Number of stations: N/A Location of central control point: N/A Days and hours when central control point is attended: N/A Location of alternate control point: N/A Days and hours when alternate control point is attended: N/A 11.4 Elevator Emergency Communications Systems ®This system does not have an elevator emergency communications system. Number of elevators with stations: N/A Location of central control point: N/A Days and hours when central control point is attended: N/A Location of alternate control point: N/A Days and hours when alternate control point is attended: N/A 11.5 Other Two-Way Communication Systems Describe: N/A 12. CONTROL FUNCTIONS This system activates the following control fuctions: ❑Hold-open door releasing devices ❑Smoke management ❑HVAC shutdown ❑F/S dampers ❑Door unlocking ❑Elevator recall ❑Fuel source shutdown ❑Extinguishing agent release ❑Elevator shunt trip ❑Mass notification system override of fire alarm notification appliances Other(specify): N/A 12.1 Addressable Control Modules ❑This system does not have control modules. Number of devices: N/A Other(specify): N/A 13. SYSTEM POWER 13.1 Control Unit 13.1.1 Primary Power Input voltage of control panel: 120VAC Control panel amps: 20 Overcurrent protection: Type: BREAKER Amps: 20 Location(of primary supply panel board): MECH/ELECTRIC RM. Disconnecting means location: CIRCUIT BREAKER 13.1.2 Engine-Driven Generator ®This system does not have a generator. Location of generator: N/A Location of fuel storage: N/A Type of fuel: N/A NFPA 72, Fig. 10.18.2.1.1 (p.8 of 12) Copyright©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 13. SYSTEM POWER(continued) 13.1.3 Uninterruptible Power System M. This system does not have a UPS. Equipment powered by a UPS system: N/A Location of UPS system: N/A Calculated capacity of UPS batteries to drive the system components connected to it: In standby mode(hours): N/A In alarm mode(minutes): N/A 13.1.4 Batteries Location: FRCP Type: SLA Nominal voltage: 24 Amp/hour rating: 7 Calculated capacity of batteries to drive the system: In standby mode(hours): 24 In alarm mode(minutes): 5 ®Batteries are marked with date of manufacture 0 Battery calculations are attached 13.2 In-Building Fire Emergency Voice Alarm Communication System or Mass Notification System This system does not have an EVACS or MNS system. 13.2.1 Primary Power Input voltage of EVACS or MNS panel: N/A EVACS or MNS panel amps: N/A Overcurrent protection: Type: N/A Amps: N/A Location(of primary supply panel board): N/A Disconnecting means location: N/A 13.2.2 Engine-Driven Generator IN This system does not have a generator. Location of generator: N/A Location of fuel storage: N/A Type of fuel: N/A 13.2.3 Uninterruptible Power System ®This system does not have a UPS. Equipment powered by a UPS system: N/A Location of UPS system: N/A Calculated capacity of UPS batteries to drive the system components connected to it: In standby mode y (hours): N/A In alarm mode(minutes): N/A 13.2.4 Batteries Location: N/A Type: N/A Nominal voltage: N/A Amp/hour rating: N/A Calculated capacity of batteries to drive the system: In standby mode(hours): N/A In alarm mode(minutes): N/A ❑Batteries are marked with date of manufacture ❑Battery calculations are attached NFPA 72, Fig. 10.18.2.1.1 (p.9 of 12) Copyright O 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 3 13. SYSTEM POWER(continued) 13.3 Notification Appliance Power Extender Panels ❑This system does not have power extender panels. 13.3.1 Primary Power Input voltage of power extender panel(s): N/A Power extender panel amps: N/A Overcurrent protection: Type: N/A Amps: N/A Location(of primary supply panel board): N/A Disconnecting means location: N/A 13.3.2 Engine-Driven Generator This system does not have a generator. Location of generator: N/A Location of fuel storage: N/A Type of fuel: N/A 13.3.3 Uninterruptible Power System ®This system does not have a UPS. Equipment powered by a UPS system: N/A Location of UPS system: N/A Calculated capacity of UPS batteries to drive the system components connected to it: In standby mode(hours): N/A In alarm mode(minutes): N/A 13.3.4 Batteries Location: N/A Type: N/A Nominal voltage: N/A Amp/hour rating: N/A Calculated capacity of batteries to drive the system: In standby mode(hours): N/A In alarm mode(minutes): N/A ®Batteries are marked with date of manufacture ❑Battery calculations are attached 14. RECORD OF SYSTEM INSTALLATION Fill out after all installation is complete and wiring has been checked for opens,shorts,ground faults,and improper branching,but before conducting operational acceptance tests. This is a: ®New system ❑Modification to an existing system Permit number: N/A The system has been installed in accordance with the following requirements:(Note any or all that apply.) ®NFPA 72,Edition: 2013 ►� NFPA 70,National Electrical Code,Article 760,Edition: 2013 ®Manufacturer's published instructions Other(specify): N/A System deviations from referenced NFPA standards: N/A Signed: Printed name: JAY GRINER Date: 3/15/19 Organization: FS&S Title: TECHNICIAN Phone: 518-250-4364 NFPA 72, Fig. 10.18.2.1.1 (p. 10 of 12) Copyright©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 15. RECORD OF SYSTEM OPERATIONAL ACCEPTANCE TEST ®New system All operational features and fitnctions of this system were tested by, or in the presence of the signer shown below,on the date shown below,and were found to be operating properly in accordance with the requirements for the following: ❑Modifications to an existing system All newly modified operational features and functions of the system were tested by,or in the presence of the signer shown below,on the date shown below,and were found to be operating properly in accordance with the requirements of the following: ®NFPA 72,Edition: 2013 ®NFPA 70,National Electrical Code, Article 760,Edition: 2013 ®Manufacturer's published instructions Other(specify): N/A Individual device testing documentation[Inspection and Testing Form(Figure 14.6.2.4)is attached] Signed: 'gn - Printed name: JAY GRINER Date: 3/15/19 Organization: FS&S Title: TECHNICIAN Phone: 518-250-4364 16. CERTIFICATIONS AND APPROVALS 16.1 System Installation Contractor: This system,as specified herein,has been installed and tested according to all NFPA standards cited herein. Signed: Printed name: Date: Organization: HVEC&M Title: Phone: 16.2 System Service Contractor: The undersigned has a service contract for this system in effect as of the date shown below. Signed: Printed name: Date: Organization: Title: Phone: 16.3 Supervising Station: This system,as specified herein,will be monitored according to all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: NFPA 72, Fig. 10.18.2.1.1 (p. 11 of 12) Copyright 02009 National Fire Protection Association,This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 16. CERTIFICATIONS AND APPROVALS(continued) 16.4 Property or Owner Representative: I accept this system as having been installed and tested to its specifications and all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: 16.5 Authority Having Jurisdiction: I have witnessed a satisfactory acceptance test of this system and find it to be installed and operating properly in accordance with its approved plans and specifications,with its approved sequence of operations,and with all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: ti NFPA 72,Fig. 10.18.2.1.1 (p. 12 of 12) Copyright 0 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. Fire Security & Sound Systems, Inc. 4 Avis Drive—Suite 110 Latham, NY 12110 Tel (518) 250-4364-Fax (518) 250-4365 Device Inspection Sheet Inspection Location: MIKE SERINI RESIDENCE Address: 2934 STATE ROUTE 9L QUEENSBURY, NY 12845 System: FIRE ALARM Onsite Contact: MIKE SERINI Phone#: Technician: JAY GRINER Inspection Date: 3/15/19 Panel Location: MECH/ELECTRIC RM Make: HONEYWELL Model: VISTA 211P FINAL CHECK OUT X Functions That Need To Be Tested Pass/Fail Comment Alarm Indication PASS Trouble PASS Trouble Silence PASS Subsequent Alarm PASS Battery Backup PASS Ground Detection PASS Fan Shutdown N/A Door Release N/A Monitoring Co. Received Signals PASS ACCT. NO. 484-9707 Elevator Recall N/A Audible Tested PASS MS=Manual Station SD=Smoke Detector HD=Heat Detector PCOS=SMOKE/CO DET DD=Duct Detector FS=Flow Switch TS=Tamper Switch TCDR=TONE GENERATOR MOD. FT=Fire Telephone RM=RISER MODULE HCOS=HEAT/CO DET PWRS=POWER SUPPLY SUP=Supervisory CO=CO Detector CI=SYNC MODULE CR=CONTROL RELAY Device Location Pass/Fail Comments SD DINING AREA P ZONE 1 SD 2ND FLR. HALL P ZONE 1 SD MECH/ELECTRIC RM P ZONE 1 HD ATTIC P ZONE 1 MOT 15T FLR. MOTION SENSORS P ZONE 2 MOT FRONT DOOR P ZONE 3 MOT MECH RM P ZONE 4 INSPECTION WORKSHEET (002684-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-0376-2018 Case Module:Permit Inspection Date:Fri May 17, 2019 Inspection Status:Passed Inspector:Mark Smith Inspection Type:Residential Final Inspection Job Address:Parcel Number:2934 State Rte 9L Lake George, NY 12845 239.20-1-18 Contact Type Company Name Name Applicant Serini, Sharon Builder Marando Construction Granted Permission Serini, Michael Applicant Serini, Michael Primary Owner Serini, Michael Granted Permission Serini, Sharon Primary Owner Serini, Sharon Checklist Item Passed Comments General Comments YES 4/30/19 Final Inspection Partial Approval Remaining Items: - Stair Handrail ends need to return into wall. - Install fireplace mantel as per fire marshal - Final Site Plan Approval and Certification - Truss ID signage on meter pan 5/17/19 the items listed above have been completed, OK to issue C.O. Handrail Termination at Newell Post or Wall NO Energy Sticker on Elec. Panel:R-Val. & Heating Sys NO May 17, 2019 Page (1) INSPECTION WORKSHEET (002684-2019) Checklist Item Passed Comments Site Plan / Variance required NO Truss ID Signage Installed at Electrical Meter NO OK to Issue Temporary C/O NO 4/30/19 Final Inspection Partial Approval Remaining Items: - Stair Handrail ends need to return into wall. - Install fireplace mantel as per fire marshal - Final Site Plan Approval and Certification - Truss ID signage on meter pan OK to Issue C/O YES 5/17/19 items listed above have been completed May 17, 2019 Page (2) Smith, Mark (Inspector) INSPECTION WORKSHEET (002296-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-0376-2018 Case Module:Permit Inspection Date:Tue Apr 30, 2019 Inspection Status:Partial Pass Inspector:John O'Brien Inspection Type:Residential Final Inspection Job Address:Parcel Number:2934 State Rte 9L Lake George, NY 12845 239.20-1-18 Contact Type Company Name Name Applicant Serini, Sharon Granted Permission Serini, Michael Builder Marando Construction Primary Owner Serini, Sharon Granted Permission Serini, Sharon Applicant Serini, Michael Primary Owner Serini, Michael Checklist Item Passed Comments General Comments NO 4/30/19 Final Inspection Partial Approval Remaining Items: - Stair Handrail ends need to return into wall. - Install fireplace mantel as per fire marshal - Final Site Plan Approval and Certification - Truss ID signage on meter pan Handrail Termination at Newell Post or Wall NO Energy Sticker on Elec. Panel:R-Val. & Heating Sys NO Apr 30, 2019 Page (1) INSPECTION WORKSHEET (002296-2019) Checklist Item Passed Comments Site Plan / Variance required NO Truss ID Signage Installed at Electrical Meter NO OK to Issue Temporary C/O NO 4/30/19 Final Inspection Partial Approval Remaining Items: - Stair Handrail ends need to return into wall. - Install fireplace mantel as per fire marshal - Final Site Plan Approval and Certification - Truss ID signage on meter pan OK to Issue C/O NO Apr 30, 2019 Page (2) O'Brien, John (Inspector)