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5155 Tabor Street (Hance Ranch)
A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 9Inspection Type: MT It I t 1 Job Address: " � � —\ ``�� Permit Number: c' cr, ❑ No one available for inspection: Time (AM/PM Re -Inspection required: �,s No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i€:'`Vr �,i rr ❑ No one available for inspection: Time (AM/PM Re -Inspection required: �,s No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: c (=r r4c,, _ Job Address: _ Permit Number: ` 9 F ❑ No one available for inspection: Tim � AM/PM Re -Inspection required: Yes 6;C, When corrections are complete, sc edule re-fthqec online. UES ?a Originally Issued: 03/21/2014 4,issd: 03/20/202P `30 Valid Through: 03/31/2021 NO -BURN' PRODUCT APPLICATION CERTIFICATE LOCATION OF BUILDING: v Aeo / c9oav z . Address Lot # City State Zip DESCRIPTION AND USE OF BUILDING: ,e w L _ 4e)' �r7.✓13a� r -S Certified Applicator Name Company Certified Applicator Number Moisture Size of Meter Reading {Maxx Temp Reading Describe Area Treated Area Treated (surface Area Product Applied substrate (Noted in Tablas film thickness) Date Applied Noted in Tables rF) SgFtor Footprint 4oro d or 5) sgFt) T a.�/I��/ �i1 < W1 1 o2 13I ka logs ,p C Certified Applicator Applicator Signature Figure 2 Page 9 of 9 DZ Date of Service z/ 5 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: L o } �? ❑ No one available for inspection: Time IU" AM/PM Re -Inspection required: Yes No, When corrections are complete, schedule re -inspection online. Date: ` 1. InspectorA' - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE r."D Inspection Type: Job Address: �'� <__a �, y1 -y Permit Number: ❑ No one available for inspection: Time s% AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date:!- 0 - ^7 Inspector DO NOT REMOVE THIS NOTICE Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ,�� t 't"i <, v✓ ��;� Job Address: `�, `'> A r, �! r Permit Number: ~)u t 9 ❑ No one available for inspection: Time \ 1=� AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: e ' 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (/ (303) 235-2855 Office INSPECTION NOTICE r—... Inspection Type: Job Address:{ Permit Number: °'� ' � � Z ❑ No one available for inspection: Ti 6'::�AM/PM Re -Inspection required: Yes When corrections have been made, http.I www.ci.wheatridge.co.ushnspi Date: for re -inspection online at: II i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: f -- Job Address: Permit Number: ❑ No one available for inspection: Ti ':�� AM/PM 1 Re -Inspection required: Yes When corrections have been made, sc edule for re -inspection online at: http✓/www ci.wheatridge.co. usfinspec " n �--� t Date: Inspe o . nn ArnT QQilf vF TN/C A/nT1f'F SES Originally Issued: 03/21/2014 Revised: 03/20/2020 No -Burn®, Inc. 5155 Tabor St 1392 High Street 202000122 Wadsworth, Ohio 44281 (800) 989-8577 www.noburn.com ATO, -BURN® PLUS , I�—WOQD CSI Division: 09 00 00 FINISHES CSI Section: 09 96 46 Intumescent Paints 09 96 43 Fire -Retardant Coatings 1.0 SCOPE OF EVALUATION 1.1 Compliance to the following codes & regulations: 2018, 2015, 2012, 2009 and 2006 International Building Code® (IBC) 2018, 2015, 2012, 2009 and 2006 International Residential Code® (IRC) 2018, 2015, 2012, 2009 and 2006 International Existing Building Code® (IEBC) 1.2 Evaluated in accordance with: IAPMO UES ECO 17, Evaluation Criteria for Field - Applied Fire Protective Coatings ICC -ES AC377, Acceptance Criteria for Spray - Applied Foam Plastic Insulation ICC -ES AC456 Acceptance Criteria for Fire - Protective Coatings Applied to Spray -Applied Foam Plastic Insulation Installed Without a Code - Prescribed Thermal Barrier 1.3 Properties assessed: • Surface burning characteristics • Interior finishes • Alternative thermal barrier assemblies • Alternative ignition barrier assemblies • Fire resistance 2.0 PRODUCT USE No -Burn® coatings comply with the IBC®, IRC® and IEBC® for use in new and existing buildings. Applied to the substrates listed in Tables 1 through 5 of this report, No - Burn® coatings provide the following attributes: 1. Surface burning characteristics and interior finish in accordance with Section 3.2 of this report. 2. Alternative thermal barrier assemblies in accordance with Section 3.3 of this report. 3. Alternative ignition barrier assemblies in accordance with Section 3.4 of this report. 4. Fire resistance performance in accordance with Section 3.5 and 3.6 of this report. 305 Valid Through: 03/31/2021 3.0 PRODUCT DESCRIPTION 3.1 Product information 3.1.1 No -Burn® Original, No -Burn® Original Mih, No- Burn® Wood Gard and No -Burn® Wood Gard Mih are transparent, water-based liquids, packaged in 5 -gallon (18.9 L) pails and 55 -gallon (208 L) drums. The coatings have a shelf life of two years when stored in unopened containers between 40°F and 90°F (4.4°C and 32.2°C). No -Burn® Original, No -Bum® Original Mih, No -Burn® Wood Gard and No -Burn® Wood Gard Mih shall be mixed with a power mixing wand or equivalent at or between 500-900 RPM for a mixing time of 5 minutes per container. 3.1.2.NuJaurn® Plus No -Burn® Plus ThB, No -Burn® Plus XD, and No -Budin Plus Mih are white, water-based latex liquids, which exhibit intumescent properties when exposed to elevated temperatures and flame, packaged in 5 -gallon (18.9 L) pails and 55 -gallon (208 L) drums. No -Bum' Plus, No -Burn® Plus XD, and No -Burn® Plus Mih have a shelf life of two years when stored in unopened containers between 40°F and 90°F (4.4°C and 32.20C). No-Bum®Plus ThB has a shelf life of 18 months when stored in unopened containers between 40°F and 90°F (4.4°C and 32.2°C). No -Burn® Plus, No -Burn® Plus ThB, No -Burn® Plus XD, and No -Burn® Plus Mih shall be mixed with a power mixing wand or equivalent at or between 500-1500 RPM for a mixing time of 5 minutes per container. 3.2 Surface Burning Characteristics: As shown in Table 1 of this report, No -Burn® Plus, No -Burn® Plus ThB, No -Burn® Plus Mih, No -Burn® Original, No -Burn® Original Mih, No - Burn® Wood Gard and No -Burn® Wood Gard Mih provide Class A interior finish when applied to the specified substrates. When tested in accordance with ASTM E84 or UL 723, the listed coatings provide flame spread indices complying with ranges set forth for interior finishes in IBC® Section 803.1 of the 2018, 2015, 2012, 2009, and 2006IBC®, Section R302.9 of the 2018, 2015, 2012 and 2009 IRC®, and Section R315.1 of the 2006 IRC®. 3.3 Alternative Thermal Barrier Assemblies: No -Burn® Plus ThB when applied to spray -applied polyurethane foam insulation listed in Table 2 of this report may be installed without a prescriptive 15 -minute thermal barrier in accordance with Section 2603.9 of the 2018 and 2015 IBC®, Section 2603.10 of the 2012 IBC®, Section 2603.4 of the 2009 and 2006 IBC®, Section R316.6 of the 2018, 2015 and 2012 IRC®, Section R316.4 of the 2009 IRC® and Section R314.4 of the 2006 IRC®. As shown in Table 2 of this report, No - Burn® Plus provides an alternative thermal barrier assembly for walls and ceilings when applied to Structural Insulated Panels (SIPS) with a maximum combined thickness of 12 3/s inches (314 mm), consisting of a composite of nominal 11 '/2 inches (292 mm) thick expanded polystyrene foam plastic core, (1.0 pcf [16 kg/m3], density) sandwiched between two x/16-inch- thick(11 mm) oriented strand board (OSB) sheets in mmo The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safety, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its entirety. Copyright © 2020 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-41ESRPT • Fax: 909.472.4171 web: www uniform-es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816— USA ISO= 1705 qVE8 0 Originally Issued: 03/21/2014 Revised: 03/20/2020 accordance with Section 2603.9 of the 2018 and 2015 IBC®, Section 2603.10 of the 2012 IBC®, Section 2603.4 of the 2009 and 2006 IBC® and Section R316.6 of the 2018, 2015 and 2012 IRC®, Section R316.4 of the 2009 IRC® and R314.4 of the 2006 IRC®. 3.4 Alternative Ignition Barrier Assemblies: No -Burn® Plus, No -Burn® Plus XD and No -Burn® Plus ThB when applied to the spray applied polyurethane foam insulations listed in Table 3 of this report may be installed in an attic or crawl space without a prescriptive ignition barrier in accordance with Sections 2603.4.1.6 of the 2018, 2015, 2012, 2009 and 2006 IBC® and Sections R316.5.3 and R316.5.4 of the 2018, 2015, 2012, and 2009 IRC® and Section R314.5.3 and R314.5.4 of the 2006 IRC®. As shown in Table 3 of this report, No -Bum® Plus XD and ZIP System® R -Sheathing may be installed in an attic or crawl space without a prescriptive ignition barrier. ZIP System® R -Sheathing (Insulating Sheathing), consists of /16 -inch -thick (11 mm) ZIP System Wall Sheathing with a layer of maximum 1 inch thick (25.4 mm) rigid polyisocyanurate foam plastic board laminated to its interior face using PVA adhesive. The ZIP System® Wall Sheathing is OSB complying with U.S. DOC PS 2 for wood structural panels as Exposure 1 with a 24/0, 24/16, or Wall 24 span rating and is overlaid on the exterior side with a Grade D water - resistive barrier. The foam plastic insulation boards have a nominal density of 2.0 pcf (32 kg/m3), compressive strengths of 22 psi (152 kPa) and 20 psi (138 kPa), respectively, vapor permeance of less than 1.1 perm, flame -spread indices of 75 or less and smoke- developed indices of 450 or less. The ZIP System® R- Sheathing panels are nominally 4 feet (1219 mm) wide by 8, 9, 10, 11 or 12 feet (2438, 2743, 3048, 3353, or 3658 mm) long and have square -finished -edge or machined - edge profile. No -Burn® Plus, No -Burn® Plus XD and No -Bum® Plus ThB may be installed in an attic or crawl space without a prescriptive ignition barrier when all of the following conditions are met: • Entry to the attic or crawl space is only to repair, maintain, and service utilities and no storage are permitted. • There are no interconnected attic or crawl space areas. • Air in the attic or crawl space is not circulated to other parts of the building. • Attic ventilation is provided when required by Section 1202.2 of the 2018 IBC® and 1203.2 of the 2015, 2012, 2009 and 2006 IBC® or Section R806 of the 2018, 2015, 2012, 2009 and 2006 IRC®, except when air impermeable insulation is permitted in unvented attics in accordance with Section R806.5 of the 2018, 2015 and 2012 IRC®, Section R806.4 of the 2009 and 2006 IRC®, Under -floor (crawl space) ventilation is provided, when required, by Section 1202.4 of the 2018 IBC® and 1203.4 of the 2015 IBC®, Section 1203.3 of the 2012, 2009 and 2006 IBC® or Section R408.1 of the 2018, 2015, 2012, 2009 and 2006 IRC®, as applicable. 305 Valid Through: 03/31/2021 The foam plastic insulation is limited to the maximum thickness and density tested, shown in Table 3 of this report. Combustion air is provided in accordance with Section 701 of the 2018, 2015, 2012 and 2009 IMC®, or Section 701 and 703 of the 2006 IMC®. 3.5 Fire Resistance (Table 4): As shown in Table 4 of this report, No -Bum® Plus provides fire resistance to engineered wood framing members or components when applied to both sides of the web and top and bottom flanges and the interior facing side of the subfloor, once the components are installed, as an alternative to the 2 -by -10 dimension lumber prescribed in Section R302.13, Exception 4 of the 2018 and 2015 IRC® and Section R501.3, Exception 4 of the 2012 IRC®. At a minimum, the assembly shall be constructed with the framing members or components in accordance with Table 4 of this report affixed to the rim board with 16d common or 10d box nails or fasteners in accordance with Table R602.3 (1) of the 2018 and 2015 IRC® or 8d nails or fasteners in accordance with the 2012, 2009 and 2006 IRC®, 23/32" tongue and groove oriented strand board subfloor affixed with 8d common nails or fasteners in accordance with Table R602.3 M. 3.6 Fire Resistance (Table 5): As shown in Table 5 of this report, No -Burn® Plus provides fire resistance to engineered wood framing members or components when applied to both sides of the web and top and bottom flanges, once the components are installed, as an alternative to the 2 -by -10 dimension lumber prescribed in Section R302.13, Exception 4 of the 2018 and 2015 IRC® and Section R501.3, Exception 4 of the 2012 IRC®. 4.0 DESIGN AND INSTALLATION 4.1 General: The coatings shall be field -applied to substrates in accordance with this report and the No -Bum®, Inc. published instructions. When coatings are applied in accordance with Section 3.5 or Section 3.6 for Fire Resistance, the applicator shall be qualified by No -Burn®, Inc. Copies of this report and the No -Burn®, Inc. instructions shall be available at the jobsite. Where conflicts occur, the more restrictive shall govern. Before and during coating application, substrate surfaces shall be dry, clean and free from loose debris, dirt, grease, oil and all prior coating materials such as paint, stains and sealers. The substrate shall not have, nor have been exposed to, treatments, chemicals, coatings, etc. Visual observation of the applied coatings varies. Opaque coatings will result in a distinctive white color. Transparent coatings may result in a distinctive color dye on the substrate. For verification of the wet applied thickness, a standard painter's thickness gauge shall be used during the application. The finished dry mil thickness will be 0.40-0.70 times the wet mil thickness. When verification of transparent coatings is required by the code official, field testing shall be conducted as follows: flame from a propane- fueled torch shall be applied to the coated area and to a sample of uncoated substrate for a minimum of 10 seconds. The presence of the coating shall be observable through the comparison of the Page 2 of 9 UES 0 Originally Issued: 03/21/2014 Revised: 03/20/2020 305 Valid Through: 03/31/2021 TABLE 4 - FIRE RESISTANCE (See Section 3.5 MINIMUM DESIGN NO -BURN® PRODUCT' MAX SUBSTRATE MOISTURE Minimum Web Flange Depth Moment EI x 106 Vertical Shear (Ibs) Plus CONTENT Depth (in) Thickness (in) x Width (in) (ft -lbs) (in2-lbs) -joist: solid sawn flange 16% 9'/ 3/8 1.5 x 2 2725 170 1475 15 milswet(9milsdry) 107 sq. ft. per gallon I -joist: structural 16% 9'/z 3/8 1.125x2 2725 170 1475 15milswet(9milsdry) composite lumber flange 107 sq. ft. per gallon I-joist:structural 16% 11 718 3/8 1.125x1.75 3025 260 1625 15milswet(9milsdry) composite lumber flange 107 sq. ft. per gallon ror JI: 1 mll = u.uZb4 mm, l mcn = Zb.4 mm, 1 gal = 3." L, I lb = 0.45 kg 'No -Bum® Plus may be overcoated with latex paint with a pH of 7 to 8 TABLE 5 - FIRE RESISTANCE (See Section 3.6) MINIMUM DESIGN NO-BURNa PRODUCT' MAX SUBSTRATE MOISTURE Minimum Web Flange Depth Moment EI x 106 Vertical Shear (lbs) Plus CONTENT Depth (in) Thickness (in) x Width (in) (ft -lbs) (in2-lbs) -joist: solid sawn flange 16% 9'% 3/8 1.5 x 2.5 2800 198 1185 23 milswet(14milsdry) 70 sq. ft. per gallon -joist: structural 16% 11 7/8 3/8 1.125 x 1.75 3025 260 1625 23milswet(14milsdry) composite lumber flange 70 sq. ft. per gallon ror SI: 1 mll = U.UZb4 mm, 1 mcn = Zb.4 mm, 1 gal = 3.19 L, I Ib = 0.45 kg 'No -Burn® Plus may be overcoated with latex paint with a pH of 7 to 8 Page 8 of 9 RR7 Inspection scheduled timely i NOTES: Ei Companies - RAS Field Manager unavailable to walk after inspection I NOTES: NOTES: BUILDER: Remington Hames BUILDING#: 5 LOT #: 7 PLAN TYPE: 107 COMMUNITY: Hance Ra nch Taw n he res ADDRESS: 5155Taborstreet CITY: Wheat Ridge STAGES OBSERVED: RM 10 Ei OBSERVER: Joshua Wienken STATE: Colorado DATE: IMfD/YY) 12/11/20 EMAIL: jwlenken@eicempanles.cem PHONE: 303-824-9258 Observation Status - Pass SCORE: 100 Items listed below have been identified as being non-compliant with plan, manufacturer specification, building code ormeasure standard. Measures are written in the positive form and represent the standard to be met. Measure SIGN -OFF ITEM# STAGE ID# MEASURE RISK LEVEL LOCATION/NOTES Mult. DATE SIGNATURE RM10- NoRM10- Intumescent Paint Deficiencies Identified Obsuersation Location A - Crawl Space - South -12ml-No 1 Intumescent IPO 0 deficiencies noted at this time 0 12/11/20 Joshua Wienken RM10- NoRM10- Intumescent Paint Deficiencies Identified Obsuersation Location B - Crawl Space - Central -12ml- 2 Intumescent IPO 0 No deficiencies noted at this time 0 12/11/20 Joshua Wienken RM10- NoRM10- Intumescent Paint Deficiencies Identified Obsuersation Location C - Crawl Space - North -12ml-No 3 Intumescent IPO 0 deficiencies noted at this time 0 12/11/20 Joshua Wienken RR7 Inspection scheduled timely i NOTES: RAS Field Manager unavailable to walk after inspection I NOTES: NOTES: 5155 Tabor St 202000122 Submit to: DRM signoffs: EiRMsignoff@eicompanies.com ABCO Project Item Closure Photos: ABCOcloseout@eicompanies.com EiRM Fieid Report.v.4.1.1 Page 1 of 1 5155 Tabor St 2020 00 122 A Key Element in your Energy Efficient Design ENERGYINSPECTORS To: City of Wheat Ridge, ENERGY INSPECTORS" tardant Coating Inspection Denver. CO Joshua Marken C: (303) 824-9258 Jwienken@eicompanies.com www.eicompanies.com Energy Inspectors conducted a No Burn fire coating inspection for Remington Homes/Hance Ranch Townhomes at the address 5155 Tabor St in Wheat Ridge, CO on 12/11/2020. EI observed the overall application of the fire -retardant that is applied to exposed wooden joists and subfloor in the basement of the home. EI also tested the thickness of the coating in three areas where it is applied, to ensure it meets the manufacturer's specifications set forth by the company No -Burn INC. These Standards are for the dry thickness of the coating applied to be at least 9 mils' thick for I joists, and 5-7 mil's thick for OSB. The average thickness of the No -burn coating applied in the home, was tested to be 12 mil's thick and is in substantial contact with the wood that meets the manufacturers specifications and requirements. Thank You, Joshua Wienken O fZ Field Operations �•• •• 40 O jr Joseph KMA v McCabe t o Energy Inspectors® 38314 i Mobile: (303) 824-9258 E-mail: Jwienken@eicompanies.com Website: www.eicompanies.com J �('••�" `� •••• G� NAL 4.10.2019 4.10.2019 14 LE PARTNER OF THE YEAR Sustained Excellence 1 WaterSense .".".d".,F,: /�� 1 —: LEER i —� riovior• 20107-2016 2011a2014-20ls zoiiazois-zo16 '� ENERGY INSPECTORSTM Denver, CO Telephone (720) 251-0009 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 9 cl ZL ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No 'When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 4 CITY OF WHEAT RIDGE ' Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Typej- Job Address: Permit Number: (3 t ❑ No one available for inspection: Time 3 0M PM Re -Inspection required: IQ No *When corrections are complete, schedule re -inspection online. Date:' i I a Inspector DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Z Permit Number: ❑ No one available for inspection: Time --AM,/PM Re -Inspection required: Yes Noj When corrections have been made, schedule for re -inspection online at: http://Www.cLwheatridge.co. uslinspection Date: inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:;Tsed Job Address: %^ca >-'s" -S-74- Permit Number:--� ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: I`L � _ c Permit Number: Zo 2,0 ` ❑ No one available for inspection: Time AM/PM Re -Inspection required:/Yes. No When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.usfiInspection-i Date: 112 1 . Inspector: S/i, DO NOT REMOVE THIS NOTICE ♦ ® ® CITY OF WHEAT FRIDGE ® Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: '" � ❑ No one available for inspection: Time ` :`e M Re -Inspection required:,, Yes No` When corrections have been n de, schedule for re -inspection online at: http://www. ci. wheatridge. co. us/inspection Date: /7-/0-227 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1 - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Ti ,�H —,1 Re -Inspection required: Ye No When corrections have been made, schedule for http://www,ci,wheatridge,co. usllnviiab i'"_ 41i. ^ 4 M at: The City ofWheatRidge !nspectionList notes Mid -Roof # Notes i Company Name: - inspectar signature: Gate of inspection. 71 • �. - R E �W t H .., z x .. at Ca 44 _ Sil ��-�_3.i� U�+�Ct ^�jf�tc,� �'•"�`�?t Q,,-5 R"ifi3 i:� cy4'�Fa�€s�--�\.I ti4t l� st L.�P7 €i S'" w1" .'• oizn t! Mail . gg 71 • �. - R E �W t H .., z x i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. us/inspection Date: ;f: =' t� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: = Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge. co, ushnspection Date: tY 2; ZC4?0 Inspector:_ DO NOT REMOVE THIS NOTICE f i CITY OF WHEAT RIDGE 7 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �„s H 6 - Job Address: S / S" -S” -ra 6. - Permit Number: 2-4 !�. CP d 0 j ❑ No one available for inspection: Time _91,° � " M%PM Re -Inspection required: Yes I�lo/ When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usdnspection Date: 3VZO30 Inspector: a DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge. co. uslinspection Date::%�nspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ..t Permit Number: ❑ No one available for inspection: Ti , �V_> M Re -Inspection required: Yes rNo When corrections have been made, scheda for re-irpqction online at: http:l www.ci.wheatridge.co.usdnspectic 1 S/SU Glf'icQ- Sf Steve Peck From: Steve Knoll <sknoll@remingtonhomes.net> Sent: Thursday, September 10, 2020 10:08 AM To: Steve Peck Subject: RE: Foundation letters 5143-5155 Tabor St. No -Brun Plus -----Original Message ----- From: Steve Peck <SPeck@ci.wheatridge.co.us> Sent: Thursday, September 10, 2020 7:52 AM To: Steve Knoll <sknoll@remingtonhomes.net> Subject: RE: Foundation letters 5143-5155 Tabor St. Steve, Thanks very much for sending this over. It looks like there are 8 products covered by this report. For the record, which one is used at Hance Ranch? Thanks, Steven Peck Building Inspector Office Phone: 303-235-2903 -----Original Message ----- From: Steve Knoll <sknoll@remingtonhomes.net> Sent: Tuesday, September 8, 2020 2:57 PM To: Steve Peck <SPeck@ci.wheatridge.co.us> Subject: RE: Foundation letters 5143-5155 Tabor St. Steve Here is the Evaluation Report for the no -burn product. Thanks Steve -----Original Message ----- From: Steve Peck <SPeck@ci.wheatridge.co.us> Sent: Tuesday, September 8, 2020 1:27 PM To: Steve Knoll <sknoll@remingtonhomes.net> Subject: RE: Foundation letters 5143-5155 Tabor St. Steve, Thank you very much for sending over the Engineer's letters and the setback certs. I'll get them scanned into the system. On a different note, regarding the fireproofing on the joists in the crawl space, we would still like to receive the specific 1 q Originally Issued: 03/21/2014 Revised: 03/20/2020 Valid Through: 03/31/2021 S/SS —Ie -"6e, f No -Burn®, Inc. 1392 High Street Z-02 0 0 Wadsworth, Ohio 44281 (800) 989-8577 I O -BURN® PLUS , CSI Division: 09 00 00 FINISHES CSI Section: 09 96 46 Intumescent Paints 09 96 43 Fire -Retardant Coatings 1.0 SCOPE OF EVALUATION 1.1 Compliance to the following codes & regulations: 2018, 2015, 2012, 2009 and 2006 International Building Code® (IBC) 2018, 2015, 2012, 2009 and 2006 International Residential Code® (IRC) 2018, 2015, 2012, 2009 and 2006 International Existing Building Code® (IEBC) 1.2 Evaluated in accordance with: IAPMO UES ECO 17, Evaluation Criteria for Field - Applied Fire Protective Coatings ICC -ES AC377, Acceptance Criteria for Spray - Applied Foam Plastic Insulation ICC -ES AC456 Acceptance Criteria for Fire - Protective Coatings Applied to Spray -Applied Foam Plastic Insulation Installed Without a Code - Prescribed Thermal Barrier 1.3 Properties assessed: • Surface burning characteristics • Interior finishes • Alternative thermal barrier assemblies • Alternative ignition barrier assemblies • Fire resistance 2.0 PRODUCT USE No -Burn® coatings comply with the IBC®, IRC® and IEBC® for use in new and existing buildings. Applied to the substrates listed in Tables 1 through 5 of this report, No - Burn® coatings provide the following attributes: 1. Surface burning characteristics and interior fmish in accordance with Section 3.2 of this report. 2. Alternative thermal barrier assemblies in accordance with Section 3.3 of this report. 3. Alternative ignition barrier assemblies in accordance with Section 3.4 of this report. 4. Fire resistance performance in accordance with Section 3.5 and 3.6 of this report. 3.0 PRODUCT DESCRIPTION 3.1 Product information 3. 1.1 No -Bum® Original, No -Burn® Original Mih, No- Burn® Wood Gard and No -Bum® Wood Gard Mih are transparent, water-based liquids, packaged in 5 -gallon (18.9 L) pails and 55 -gallon (208 L) drums. The coatings have a shelf life of two years when stored in unopened containers between 40°F and 90°F (4.4°C and 32.2°C). No -Bum® Original, No -Bum® Original Mih, No -Burn® Wood Gard and No -Bum® Wood Gard Mih shall be mixed with a power mixing wand or equivalent at or between 500-900 RPM for a mixing time of 5 minutes per container. 3.1.2 No -Bum® Plus, No -Burn® Plus ThB, No -Burn® Plus XD, and No -Burn® Plus Mih are white, water-based latex liquids, which exhibit intumescent properties when exposed to elevated temperatures and flame, packaged in 5 -gallon (18.9 L) pails and 55 -gallon (208 L) drums. No -Bum' Plus, No -Bum® Plus XD, and No -Burn® Plus Mih have a shelf life of two years when stored in unopened containers between 40°F and 90°F (4.4°C and 32.2°C). No -Bum' Plus TbB has a shelf life of 18 months when stored in unopened containers between 40°F and 90°F (4.4°C and 32.20C). No -Bum® Plus, No -Burn® Plus ThB, No -Burn® Plus XD, and No -Bum® Plus Mih shall be mixed with a power mixing wand or equivalent at or between 500-1500 RPM for a mixing time of 5 minutes per container. 3.2 Surface Burning Characteristics: As shown in Table 1 of this report, No -Bum® Plus, No -Burn® Plus TbB, No -Burn® Plus Mih, No -Burn® Original, No -Burn® Original Mih, No - Burn® Wood Gard and No -Burn® Wood Gard Mih provide Class A interior finish when applied to the specified substrates. When tested in accordance with ASTM E84 or UL 723, the listed coatings provide flame spread indices complying with ranges set forth for interior finishes in IBC1 Section 803.1 of the 2018, 2015, 2012, 2009, and 2006 IBC®, Section R302.9 of the 2018, 2015, 2012 and 2009 IRC®, and Section R315.1 of the 2006 IRC'. 3.3 Alternative Thermal Barrier Assemblies: No -Burn® Plus ThB when applied to spray -applied polyurethane foam insulation listed in Table 2 of this report may be installed without a prescriptive 15 -minute thermal barrier in accordance with Section 2603.9 of the 2018 and 2015 IBC®, Section 2603.10 of the 2012 IBC®, Section 2603.4 of the 2009 and 2006 IBC®, Section 8316.6 of the 2018, 2015 and 2012 IRC®, Section R316.4 of the 2009 IRC® and Section R314.4 of the 2006 IRC®. As shown in Table 2 of this report, No - Burn® Plus provides an alternative thermal barrier assembly for walls and ceilings when applied to Structural Insulated Panels (SIPS) with a maximum combined thickness of 12 3/8 inches (314 mm), consisting of a composite of nominal 11 % inches (292 mm) thick expanded polystyrene foam plastic core, (1.0 pcf [16 kg/m3], density) sandwiched between two 7/16-inch- thick(11 mm) oriented strand board (OSB) sheets in The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safety, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its entirety. Copyright © 2020 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-41ESRPT • Fax: 909.472.4171 web: www.uniformes.org • 4755 East Philadelphia Street, Ontario, California 91761-2816— USA ALCREMEQ q EVALUATION REPORT Number: Originally Issued: 03/21/2014 Revised: 03/20/2020 Valid Through: 03/31/2021 accordance with Section 2603.9 of the 2018 and 2015 IBC®, Section 2603.10 of the 2012 IBC®, Section 2603.4 of the 2009 and 2006 IBC® and Section R316.6 of the 2018, 2015 and 2012 IRC®, Section R316.4 of the 2009 IRC® and R314.4 of the 2006 IRC®. 3.4 Alternative Ignition Barrier Assemblies: No -Burn® Plus, No -Burn® Plus XD and No -Burn® Plus ThB when applied to the spray applied polyurethane foam insulations listed in Table 3 of this report may be installed in an attic or crawl space without a prescriptive ignition barrier in accordance with Sections 2603.4.1.6 of the 2018, 2015, 2012, 2009 and 2006 IBC® and Sections R316.5.3 and R316.5.4 of the 2018, 2015, 2012, and 2009 IRC® and Section R314.5.3 and R314.5.4 of the 2006 IRC®. As shown in Table 3 of this report, No -Bum® Plus XD and ZIP System® R -Sheathing may be installed in an attic or crawl space without a prescriptive ignition barrier. ZIP System® R -Sheathing (Insulating Sheathing), consists of /16 -inch -thick (11 mm) ZIP System Wall Sheathing with a layer of maximum 1 inch thick (25.4 mm) rigid polyisocyanurate foam plastic board laminated to its interior face using PVA adhesive. The ZIP System® Wall Sheathing is OSB complying with U.S. DOC PS 2 for wood structural panels as Exposure 1 with a 24/0, 24/16, or Wall 24 span rating and is overlaid on the exterior side with a Grade D water - resistive barrier. The foam plastic insulation boards have a nominal density of 2.0 pcf (32 kg/m3), compressive strengths of 22 psi (152 kPa) and 20 psi (138 kPa), respectively, vapor permeance of less than 1.1 perm, flame -spread indices of 75 or less and smoke- developed indices of 450 or less. The ZIP System® R- Sheathing panels are nominally 4 feet (1219 mm) wide by 8, 9, 10, 11 or 12 feet (2438, 2743, 3048, 3353, or 3658 mm) long and have square-fmished-edge or machined - edge profile. No -Burn® Plus, No -Bum® Plus XD and No -Burn® Plus ThB may be installed in an attic or crawl space without a prescriptive ignition barrier when all of the following conditions are met: • Entry to the attic or crawl space is only to repair, maintain, and service utilities and no storage are permitted. • There are no interconnected attic or crawl space areas. • Air in the attic or crawl space is not circulated to other parts of the building. • Attic ventilation is provided when required by Section 1202.2 of the 2018 IBC® and 1203.2 of the 2015, 2012, 2009 and 2006 IBC® or Section R806 of the 2018, 2015, 2012, 2009 and 2006 IRC®, except when air impermeable insulation is permitted in unvented attics in accordance with Section R806.5 of the 2018, 2015 and 2012 IRC®, Section R806.4 of the 2009 and 2006 IRC®, Under -floor (crawl space) ventilation is provided, when required, by Section 1202.4 of the 2018 IBC® and 1203.4 of the 2015 IBC®, Section 1203.3 of the 2012, 2009 and 2006 IBC® or Section R408.1 of the 2018, 2015, 2012, 2009 and 2006 IRC®, as applicable. The foam plastic insulation is limited to the maximum thickness and density tested, shown in Table 3 of this report. Combustion air is provided in accordance with Section 701 of the 2018, 2015, 2012 and 2009 IMC®, or Section 701 and 703 of the 2006 IMC®. 3.5 Fire Resistance (Table 4): As shown in Table 4 of this report, No -Bum® Plus provides fire resistance to engineered wood framing members or components when applied to both sides of the web and top and bottom flanges and the interior facing side of the subfloor, once the components are installed, as an alternative to the 2 -by -10 dimension lumber prescribed in Section R302.13, Exception 4 of the 2018 and 2015 IRC'' and Section R501.3, Exception 4 of the 2012 IRC®. At a minimum, the assembly shall be constructed with the framing members or components in accordance with Table 4 of this report affixed to the rim board with 16d common or 10d box nails or fasteners in accordance with Table R602.3 (1) of the 2018 and 2015 IRC® or 8d nails or fasteners in accordance with the 2012, 2009 and 2006 IRC®, 23/32" tongue and groove oriented strand board subfloor affixed with 8d common nails or fasteners in accordance with Table R602.3 M. 3.6 Fire Resistance (Table 5): As shown in Table 5 of this report, No -Burn® Plus provides fire resistance to engineered wood framing members or components when applied to both sides of the web and top and bottom flanges, once the components are installed, as an alternative to the 2 -by -10 dimension lumber prescribed in Section R302.13, Exception 4 of the 2018 and 2015 IRC® and Section R501.3, Exception 4 of the 2012 IRC®. 4.0 DESIGN AND INSTALLATION 4.1 General: The coatings shall be field -applied to substrates in accordance with this report and the No -Burn®, Inc. published instructions. When coatings are applied in accordance with Section 3.5 or Section 3.6 for Fire Resistance, the applicator shall be qualified by No -Burn®, Inc. Copies of this report and the No -Burn®, Inc. instructions shall be available at the jobsite. Where conflicts occur, the more restrictive shall govern. Before and during coating application, substrate surfaces shall be dry, clean and free from loose debris, dirt, grease, oil and all prior coating materials such as paint, stains and sealers. The substrate shall not have, nor have been exposed to, treatments, chemicals, coatings, etc. Visual observation of the applied coatings varies. Opaque coatings will result in a distinctive white color. Transparent coatings may result in a distinctive color dye on the substrate. For verification of the wet applied thickness, a standard painter's thickness gauge shall be used during the application. The fmished dry mil thickness will be 0.40-0.70 times the wet mil thickness. When verification of transparent coatings is required by the code official, field testing shall be conducted as follows: flame from a propane- fueled torch shall be applied to the coated area and to a sample of uncoated substrate for a minimum of 10 seconds. The presence of the coating shall be observable through the comparison of the Page 2 of 9 W Originally Issued: 03/21/2014 Revised: 03/20/2020 Valid Through: 03/31/2021 reactions of the coated and uncoated substrates to the flame. The coatings shall be applied only to the specific substrates listed in Tables 1 through 5 of this report. Immediately before placing the coatings, the applicator shall verify the moisture content of the substrates, as applicable, in accordance with Table 1, Table 2 (SIPS only), Table 4 or Table 5 of this report. Substrates shall be in their final position in the building, directly exposed to the interior, protected from the weather, in conditioned and unconditioned locations. Surface and ambient temperatures before and during application shall be 40°F (4.4°C) minimum. Surface temperatures shall not exceed 100°F (37.7°C) during application. Cure time is 24 hours minimum. The coatings shall be applied at an application rate set forth in Table 1, Table 2, Table 3, Table 4 or Table 5 of this report by spraying, roller or brush. When coatings are applied in accordance with Section 3.5 and Table 4 or Section 3.6 and Table 51 the frequency of thickness measurements with a wet film thickness gauge during the application of each coat shall be at a minimum, measured once every 100 ft2 (9.29 m2) of surface area. 4.2 Design: No -Burn® Plus, No -Bum® Plus ThB, No -Burn® Plus XD, No -Burn® Plus Mih, No -Bum® Original, No -Burn® Original Mih, No -Bum® Wood Gard and No -Burn' Wood Gard Mih shall be applied in one coat and may be overcoated with latex paint per manufacturer's instructions. 5.0 LIMITATIONS The No -Burn® coatings described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The coatings shall be applied in accordance with this report, the manufacturer's instructions and the applicable code. In the event of a conflict between the manufacturer's instructions and this report, the more restrictive shall prevail. 5.2 Application is limited to the substrates listed in Tables 1 through 5 of this report. 5.3 When coatings are applied in accordance with Section 3.5 or Section 3.6 of this report for Fire Resistance, the coatings shall be applied prior to installation of mechanical, electrical and plumbing components. 5.4 When coatings are applied in accordance with Section 3.5 or Section 3.6 of this report for Fire Resistance, the No - Bum® qualified applicator shall affix a No -Bum®, Inc. issued label, shown in Figure 1 of this report, to the substrate where the coating has been applied; at a minimum, one No- Burn®, Inc. issued label shall be affixed every 10,000 feet' (929.03 m2) of floor area. 5.5 When coatings are applied in accordance with Section 3.5 or Section 3.6 of this report for Fire Resistance, an installation certificate as shown in Figure 2 of this report shall be completed by the applicator and submitted to the code official and No -Burn®, Inc. 5.6 No -Burn® coatings shall be applied to areas within the weatherproofing membrane or surfaces not exposed to weather, where the substrate's in-service dry -use moisture content conditions are expected to be at or less than the recommended levels in accordance with Table 1, Table 2 (SIPS only), Table 4 or Table 5 of this report. 5.7 Other inspections may be required when determinedto be necessary by the code official in accordance with Section R109.1.5 of the 2018, 2015, 2012, 2009 and 2006 IRC®. Special inspection shall be required when determined to be necessary by the code official in accordance with Section 1705. 1.1 of the 2018, 2015 and 2012 IBCA' or Section 1704.15 of the 2009 IBC' or 1704.13 of the 2006 IBCA. A statement of special inspection in accordance with Section 1704.2.3 of the 2018, 2015 and 2012 IBC® or 1705 of the 2009 or 2006 IBC® shall be submitted. 5.8 The coatings are manufactured in Sandusky, Ohio, under a quality control program with inspections by Intertek Testing Services NA Ltd. (AA -647). 6.0 SUBSTANTIATING DATA Data in accordance with the IAPMO UES Evaluation Criteria for Field -Applied Fire Protective Coatings (EC017) adopted February 2014 (editorially revised October 2019). Data in accordance with ICC -ES AC377 Acceptance Criteria for Spray -Applied Foam Plastic Insulation, dated April 2016, (editorially revised April 2018) including test reports in accordance with Appendix X of AC377. Data in accordance with ICC -ES AC456 Acceptance Criteria for Fire -Protective Coatings Applied to Spray -Applied Foam Plastic Insulation Installed Without a Code -Prescribed Thermal Barrier, dated October 2015, (editorially revised July 2018). Reports of fire tests conducted in accordance with ASTM E84, ASTM E119, NFPA 286 (AC377, Appendix X), UL 723, and UL 1715. 7.0 IDENTIFICATION Containers of the coatings are identified by a label affixed on product packaging. The label shall include the No Bum®, Inc., name and address, product name, batch number, expiration date, application instructions, name or logo of the inspection agency (Intertek Testing Services NA Ltd.) and the IAPMO Uniform ES Mark of Conformity; and the Evaluation Report Number (ER -305) to identify the products recognized in this report. A die -stamp label may also substitute for the label. Either Mark of Conformity may be used as shown below: Page 3 of 9 q Originally Issued: 03/21/2014 IApMO UES ES ® or IAPMO UES ER -305 8.0 STATEMENT OF RECOGNITION Revised: 03/20/2020 Valid Through: 03/31/2021 NO -BURN® INSTALLATION LABEL This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on No -Burn® Plus, No -Burn® Plus ThB, No -Bum® Plus XD, No -Burn® Plus Mih, No -Burn® Original, No -Burn® Original Mih, No -Bum® Wood Gard and No -Burn' Wood Gard Mih to assess conformance to the codes shown in section 1.0 of this report and serves as documentation of the product certification. Products are manufactured at locations noted under Report Holder, this report is under a quality control program with periodic inspection under the supervision of IAPMO UES. (� ILA - A,4, Brian Gerber, P.E., S.E. Vice President, Technical Operations Uniform Evaluation Service Richard Beck, PE, CBO, MCP Vice President, Uniform Evaluation Service GP Russ Chaney CEO, The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.or2 or email us at info(a uniform-es.ore Product Name: Certified Applicator Number: XOOOOOOOONB0000 IAPMO UES ER 305 N# -BURN'. www.noburn.com Figure 1 TABLE 1 - CLASS A INTERIOR FINISH MAX NO-BURN°PRODUCT NAME SUBSTRATE MOISTURE CONTENT Plus, Plus ThB Plus Mih Original Original Mih Wood Gard Wood Gard Mih Douglas Fir 19% 6milswet(4milsdry) NR 6milswet(4milsdry) 5milswet(2milsdry) NR 5milswet(3milsdry) 5milswet(3milsdry) 275 sq. ft. per gallon 275 sq. ft. per gallon 300 sq. ft. per gallon 300 sq. ft. per gallon 300 sq. ft. per gallon Red Oak 19% 6milswet(4milsdry) 275 sq. ft. per gallon NR NR NR NR NR NR Oriented Strand 16°�° 8milswet(5milsdry) 8milswet(5milsdry) NR 5milswet(2milsdry) NR NR 5milswet(3milsdry) Board 200 sq. ft. r gallon q Pe 9 200 s . ft. r gallon q Pe 9 300 s . ft. per gallon q P 9 300 sq. ft. per gallon Southern Yellow 19% NR NR NR NR 5milswet(2milsdry) NR Pine 300 sq. ft. per gallon NR NR = Not Recognized 'Coating may be overcoated with up to seven coats of latex paint with a pH of 7 to 8 Page 4 of 9 Originally Issued: 03/21/2014 Revised: 03/20/2020 Valid Through: 03/31/2021 TABLE 2 -ALTERNATIVE THERMAL BARRIER ASSEMBLIES SUBSTRATE NO -BURN® PRODUCT NAME MAXIMUM THICKNESS (in) Walls Vertical Surfaces MAXIMUM THICKNESS (in) Ceilings. Underside of Roof Sheathing/Rafter s & Floors APPLICATION OF NO -BURN" COATING MINIMUM INSTALLED THEORETICAL Evaluation THICKNESS mils APPLICATION RATE Re ' P ort Wet Film Dry Film Square Feet Gallons Per 100 Per Gallon Square Feet BASF Enerttte G Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1032 BASF Enertite NM Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1032 BASF Enertite IB -418 Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1032 BASF Spraytite SP Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRR-1031 BASF Spraytite 158 Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRR-1031 BASF Spraytite 81205 Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRR-1031 BASF Spraytite Comfort Closed Cell Spray Foam Plus ThB2 6 B 14 9 115 0.87 CCRR-1031 BASF Spraytite Comfort Plus Closed Cell Spray Foam Plus ThB2 6 B 14 9 115 0.87 CCRR-1031 BASF Spraytite LWP-L Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRR-1031 BASF Spraytite 178 Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1.06 CCRR-1031 BASF Spraytite 81206 Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1.06 CCRR-1031 BASF Walltite HP+ Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1.06 CCRR-1031 BASF Walltite LWP Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1.06 CCRR-1031 BASF Walltite HP+S Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1.06 CCRR-1031 BASF Walltite US -N Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1.06 CCRR-1031 BASF Walltite US Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1.06 CCRR-1031 BASF Walltite 200 Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1.06 ESR -2642 Carlisle SealTite Pro Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER -624 Carlisle Foamsulate 50 HY Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER -540 Carlisle SealTite Pro High Yield Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER -623 Carlisle Foamsulate 50 Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER -351 Carlisle SealTite Pro No Mix Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER -616 Carlilse SealTite Pro Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 ER -621 Carlisle Foamsulate Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 ER -626 Carlisle SealTite Pro One Zero Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 ER -640 Carlisle Foamsulate HFO Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 ER -650 Demilec Sealection 500 Open Cell Spray Foam Plus ThB2 8 14 16 1 11 100 1.0 CCRR-1063 Demilec Agribalance Open Cell Spray Foam Plus ThB2 8 14 16 11 100 1.0 ESR -2600 Demilec Heatlok HFO High Lift Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ESR -4073 Demilec Heatlok HFO Pro Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ER -565 Demilec Heatlok XT -s Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ESR -3824 Demilec Heatlok XT -w Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ESR -3883 Gaco Western EZSpray F4500 Open Cell Spray Foam Plus ThB2 12 16 14 9 115 0.87 CCRR-1107 Gaco Western 183M Closed Cell Spray Foam Plus ThB2 6.5 9 14 9 115 0.87 CCRR-1002 Gaco Western OnePass F1850 Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 CCRR-1043 Gaco Western OnePass Low GWP F1880 Closed Cell Spray Foam Plus ThB2 9 12.5 14 9 115 0.87 CCRR-1106 General Coatings Ultra -Thane 202 Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 CCRR-0345 Icynene Classic Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR -1826 Icynene Classic Ultra Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR -1826 Icynene Classic Ultra Select Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR -1826 Icynene Classic Plus Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR -1826 Page 5 of 9 Originally Issued: 03/21/2014 Revised: 03/20/2020 Valid Throuqh: 03/31/2021 TABLE 2 CONTINUED -ALTERNATIVE THERMAL BARRIER ASSEMBLIES NO -BURN® PRODUCT SUBSTRATE NAME' SUBSTRATE NO -BURN® PRODUCT NAME MAXIMUM THICKNESS (in) Walls & Vertical Surfaces MAXIMUM THICKNESS (in) Ceilings, Underside of Roof Sheathing/Rafters & Floorsquare APPLICATION OF NO-BURN®COATING AINIMUM INSTALLED THEORETICAL THICKNESS mils APPLICATION RATE Feet allons Per 100 et Film Dry Film Per Gallon Square Feet Evaluation Report' Icynene Prime Gold Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR -4323 Icynene No Mix Open Cell Spray Foam Plus ThB2 8 Y 14 14 9 115 0.87 CCRR-1123 Icynene ProSeal Closed Cell Foam Plus Th132 4 8 14 9 115 0.87 ESR -3500 Icynene ProSeal LE Closed Cell Foam Plus ThB2 4 8 14 9 115 0.87 ESR -3500 Icynene ProSeal Eco Closed Cell Foam Plus ThB2 4 8 14 9 115 0.87 ESR -3493 Icynene ProSeal HFO Closed Cell Foam Plus ThB2 4 8 14 9 115 0.87 CCRR-1108 Icynene ProSeal HFO CW Closed Cell Foam Plus ThB2 4 8 14 9 115 0.87 CCRR-1108 Icynene MID -C-200 Closed Cell Foam Plus ThB2 4 8 14 9 115 0.87 ESR -3199 Johns Manville JM Corbond Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1079 Johns Manville JM Corbond OCX Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 ER -372 Johns Manville JM Corbond III Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 ER -146 Johns Manville JM Corbond MCS Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 ESR -3159 Lapolla Foam -Lok FL 450 Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR -4242 Lapolla Foam -Lok FL 500 Open Cell Spray Foam Plus ThB2 8 % 14 14 9 115 0.87 CCRR-1091 Lapolla Foam -Lok FL 750 Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR4322 Lapolla Foam -Lok FL 20004G Closed Cell Spray Foam Plus Th132 6 9 14 9 115 0.87 CCRR-1025 Lapolla Foam -Lok FL 2000 Closed Cell Spray Foam Plus ThB2 6 9 14 9 115 0.87 ESR -2629 SES EasySeal 0.5 Open Cell Spray Foam Plus ThB2 10 14 14 9 115 0.87 ER -492 SES SucraSeal 0.5 Open Cell Spray Foam Plus ThB2 9 14 14 9 115 0.87 ESR -3375 SES Nexseal 2.0 Closed Cell Spray Foam Plus ThB2 6 9.5 14 9 115 0.87 ER -374 SWD Quik -Shield 108 Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1051 SWD Quik -Shield 108YM Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1051 SWD Quik -Shield 112XC Closed Cell Spray Foam Plus ThB2 5 8 14 9 115 0.87 CCRR-1011 SWD Quik -Shield 118 Closed Cell Spray Foam Plus ThB2 5 8 14 9 115 0.87 CCRR-1093 UPC 500 Open Ceti Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ESR -3803 UPC 2.0 Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 CCRR-0345 Victory Polymers VPC -CC Superl-A Closed Cell Foam Plus Th132 6.5 9.5 16 11 100 1.0 ESR4334 Victory Polymers VPC -CC SuperYield Closed Cell Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ESR -4334 Structural Insulated Panel (SIPS)' PIus2 N/A N/A 12 1 7 134 0.75 N/A rut ar i mn = u.uto4 mm, i mcn = to.4 mm, I gar= a. ra L 'Use of No -Bum" Plus ThB for use with any insulation product listed herein is conditional upon that insulation product's compliance to AC377 in an evaluation report by an approved evaluation entity. Users shall independently verify the current validity of any evaluation report referenced herein. ER -Evaluation Reports from IAPMO Uniform Evaluation Service, CCRR-Code Compliance Research Reports from Intertek, and ESR -Evaluation Service Reports from ICC -ES. 2No-Bum® Plus ThB or Pius may be overcoated with latex paint with a pH of 7 to 8 'The maximum moisture content is limited to 16%. TABLE 3 -ALTERNATIVE IGNITION BARRIER ASSEMBLIES NO -BURN® PRODUCT SUBSTRATE NAME' MAXIMUM THICKNESS (in) Walls, Vertical Surfaces & Attic Floors MAXIMUM THICKNESS (in) Ceilings, Underside of Roof Sheathing/Rafters & Floors APPLICATION OF NO-BURNxCOATING MINIMUM INSTALLED THICKNESS mils THEORETICAL APPLICATION RATE Wet Film Dry Film Square Feet Per Gallon Gallons Per 100 Square Feet BASF ENERTITE" G Open Cell Spray Foam Plus XD or Plus ThB 11 Y. 16 6 4 267 0.37 BASF ENERTITE® NM Open Cell Spray Foam Plus XD or Plus Th6 11 '/4 16 6 4 267 0.37 BASF SPRAYTITE®158 and 81205 Closed Cell Spray Foam Plus XD or Pius ThB 8 8 6 4 267 0.37 Page 6 of 9 VES Originally Issued: 03/21/2014 Revised: 03/20/2020 Valid Through: 03/31/2021 TABLE 3 CONTINUED -ALTERNATIVE IGNITION BARRIER ASSEMBLIES SUBSTRATE NO -BURN® PRODUCT NAME' MAXIMUM THICKNESS IMUM THICKNESS (in) Walls, (in) Ceilings, Underside of Roof Vertical Surfaces & Attic Floors Sheathing/Rafters & Floors APPLICATION OF NO -BURN" COATING MINIMUM INSTALLED THEORETICAL APPLICATION THICKNESS (mils) RATE Square Feet Gallons Per Wet Film Dry Film per Gallon 100 Square BASF SPRAYTITE" SP Closed Cell Spray Foam Plus XD or Plus ThB 8 6 6 4 267 0.37 BASF Spraytite Comfort Closed Cell Spray Foam Plus XD or Plus ThB 8 8 6 4 267 0.37 BASF Spraytite Comfort Plus Closed Cell Spray Foam Plus XD or Plus ThB 8 8 6 4 267 0.37 BASF Spraytite LWP-L Closed Cell Spray Foam Plus XD or Plus ThB 8 8 6 4 267 0.37 BASF ENERTITE° US Open Cell Spray Foam Plus, Plus XD or Plus ThB 11 114 11 '/. 12 7 134 0.75 BASF SPRAYTITE9 178 and 81206 Closed Cell Spray Foam Plus, Plus XD or Plus ThB 9'14 11 %. 12 7 134 0.75 BASF WALLTITE® US Closed Cell Spray Foam Plus, Plus XD or Plus ThB 9'/4 11 %. 12 7 134 0.75 BASF WALLTITE® US -N Closed Cell Spray Foam Plus, Plus XD or Plus ThB 914 11 V4 12 7 134 0.75 BASF WALLTITE® HP+ Closed Cell Spray Foam Plus, Plus XD or Plus ThB 9'/, 11 '/4 12 7 134 0.75 BASF Walltite® 200 Closed Cell Spray Foam Plus, Plus XD or Plus ThB 9'/, 11 V4 12 7 134 0.75 BASF Walltite® LWP Closed Cell Spray Foam Plus, Plus XD or Plus Th6 9'14 11 V, 12 7 134 0.75 BASF Walltitee HP+S Closed Cell Spray Foam Plus, Plus XD or Plus ThB 9'/4 11 '14 12 7 134 0.75 BASF COMFORT FOAM" 178 Closed Cell Spray Foam Plus, Plus XD or Plus ThB 9'/4 11 '/, 12 7 134 0.75 Carlisle SealTite Pro Open Cell Spray Foam Plus, Plus XD or Plus Th6 11 % 16 6 4 267 0.37 Carlisle Foamsulate 50 HY Open Cell Spray Foam Plus, Plus XD or Plus ThB 11 '/4 16 6 4 267 0.37 Carlisle SealTite Pro High Yield Open Cell Spray Foam Plus, Plus XD or Plus ThB 11 % 16 6 4 267 0.37 Carlisle Foamsulate 50 Open Cell Spray Foam Plus, Plus XD or Plus ThB 11 '/, 16 6 4 267 0.37 Carlisle SealTite Pro No Mix Open Cell Spray Foam Plus, Plus XD or Plus Th13 11 '/4 16 6 4 267 0.37 Convenience Touch'n Seal® 2.0 PCF Closed Cell Spray Foam Plus XD or Plus ThB 2 2 8 5 200 0.5 Demilec SEALECTION® 500 Open Cell Spray Foam Plus XD or Plus ThB 9'/4 11 Y4 6 4 267 0.37 Demilec SEALECTION Agribalance® Open Cell Spray Foam Plus XD or Plus ThB 9'12 11 Y: 10 6 160 0.63 Gaco Western EZ Spray F4500 Open Cell Spray Foam Plus ThI3 12 16 6 4 267 0.37 Huber ZIP System R -Sheathing Panel (R-3 & RE) Plus XD or Plus ThI3 N/A N/A 10 6 160 0.63 ICP Handi-Foam" E-84 Class 1(A) Closed Cell Spray Foam Plus XD or Plus ThB 2 2 10 6 160 0.63 Icynene Classic Open Cell Spray Foam Plus XD or Plus ThB 5 1/2 14 6 4 267 0.37 Icynene Classic Ultra Open Cell Spray Foam Plus XD or Plus ThB 5'/2 14 6 4 267 0.37 Icynene Classic Ultra Select Open Cell Spray Foam Plus XD or Plus ThB 51/2 14 6 4 267 0.37 Icynene Classic Plus Open Cell Spray Foam Plus XD or Plus ThB 8 14 6 4 267 0.37 Icynene Prime Gold Open Cell Spray Foam Plus XD or Plus ThB 5'/2 14 6 4 267 0.37 Icynene ProSeal Eco Closed Cell Spray Foam Plus XD or Plus ThB 71/4 9'/4 5 3 320 0.31 Icynene MD -C-200 Closed Cell Spray Foam Plus, Plus XD or Plus ThB 11 1/4 11 1/4 16 10 100 1.0 Lapolla FL 450 Open Cell Spray Foam Plus XD or Plus ThB 5'12 14 6 4 267 0.37 Lapolla FL 750 Open Cell Spray Foam Plus XD or Plus ThB 8 14 6 4 267 0.37 SWD Quik -Shield 106 Open Cell Spray Foam Plus ThI3 8 14 6 4 267 0.37 Tiger Foam® E-84 Fire Rated SPF Class 1 Spray Foam Plus XD or Plus ThB 2 2 10 6 160 0.63 'No-Burn� Plus, Plus XD or Plus ThI3 may be overcoated with latex paint with a pH of 7 to 8 Page 7 of 9 qVES w Originally Issued: 03/21/2014 Revised: 03/20/2020 Valid Through: 03/31/2021 TABLE 4 - FIRE RESISTANCE See Section 3.5 MAX MINIMUM DESIGN NO -BURN° PRODUCT' Minimum Depth (in) Web Flange Depth Moment EI x 106 Vertical Shear (lbs) Plus SUBSTRATE MOISTURE CONTENT Depth (in) Thickness (in) x Width (in) (ft4bs) (in24bs) hoist: solid sawn flange 16% 9'/: 3/8 1.5 x 2 2725 170 1475 15 milswet(9milsdry) 107 sq. ft. per gallon I-oist:structural ite lumber flange 16,�o g,� 3/e 1.125x2 2725 170 1475 15milswet(9milsdry) 107 sq. ft. per gallon tructural rite lumber flange 16,70 11 7/e 3/8 1.125x 1.75 3025 260 162515milswet(9milsdry) 107 sq. ft. per gallon vi - v...cv� I II , II - , I VO - . L, I W - U-0 Kg 'No -Bum° Plus may be overcoated with latex paint with a pH of 7 to 8 TABLE 5 - FIRE RESISTANCE See Section 3.6 MAX MINIMUM DESIGN NO -BURN® PRODUCT' Minimum Web Flange Depth Moment EI x 106 Vertical Shear (lbs) Plus SUBSTRATE MOISTURE CONTENT Depth (in) Thickness (in) x Width (in) (ftabs) (in'dbs) lgoist: solid sawn flange 16% 9% 3/8 1.5 x 2.5 2800 198 1185 23 milswet(14milsdry) 70 sq. ft. per gallon structural composite composite lumber flange 16% 11'/6 3/8 1.125 x 1.75 3025 260 1625 23milswet(14milsdry) 70 sq. ft. per gallon r VI .11. I fill! — v. W— II II III I II IU I — L.7.4 IIIIII, 1 ydl = 0.11d L, 1 ID = u.4J Kg 'No-BumO Plus may be overcoated with latex paint with a pH of 7 to 8 Page 8 of 9 305 Originally Issued: 03/21/2014 Revised: 03/20/2020 Valid Through: 03/31/2021 NO -BURN® PRODUCT APPLICATION CERTIFICATE LOCATION OF BUILDING: Address DESCRIPTION AND USE OF BUILDING: Certified Applicator Name Company Lot # City State Zip Certified Applicator Number Moisture Meter Reading (Max i Noted in Tables 4 or o Temp Reading (°F) Describe Area Treated Size of Area Treated (Surface Area SgFt or Footprint SgFt) Product Applied Substrate (Noted in Tables 4 or 5) Qty. (Wet film thickness) Date PP ' A it ed Certified Applicator Signature Figure 2 Page 9 of 9 Date of Service i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: M Job Address: .5 / S_S e -v e— S Permit Number: % z D 00 / Z..._. ❑ No one available for inspection: Time AM,._. _ Re -Inspection required: Yes �, Nok When corrections have been made, schedule for re -inspection online at. http://www.ci. wheatridge.co. uslnspection Date: 9 /// /,?02rO Inspector: , DO NOT REMOVE THIS NOTICE Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 515-5- Remington 5.5 Remington Homes, Inc. 9468 West 58"' Avenue Arvada, Colorado 80002 Attention: Subject: Address: Date of Observation: Mr. Horn: Structural Engineers Arvada, CO 80004 Mr. Jim Horn (303) 940-0996 E-mail: office Q geistructural.com Job No.: 200157B Date: 9/04/20 Foundation Footing Observation 5155 Tabor Street, Lot 7, Block 5 Hance Ranch Subdivision, Wheat Ridge, Colorado September 2, 2020 An observation of the foundation footing was conducted at the subject location on the date indicated. This observation is limited to the visible void condition. The visible void conditions were in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. The suitability of the soil within the footing forms must be observed and approved by the geotechnical engineer of record. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. e Weitz taff Inspector �Ap0 REG1s�,,. �O� pip A. • 108 • •• GerardMI►AuI&U, P.E. Project Engineer Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 Remington Homes, Inc. 9468 West 58"' Avenue Arvada, Colorado 80002 Attention: Subject: Address: Date of Observation: Mr. Horn: Structural Engineers Arvada, CO 80004 Mr. Jim Horn (303) 940-0996 E-mail: office@ geistructural.com Job No.: 200157B Date: 9/4/20 Foundation Reinforcing Observation 5155 Tabor Street, Lot 7, Block 5 Hance Ranch Subdivision, Wheat Ridge, Colorado September 2, 2020 An observation of the foundation wall reinforcing bars was conducted at the subject location on the date indicated. The foundation wall reinforcing bars were placed in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. Weitzel, Inspector �'�O REG%....., d►l, �4.•�pA.�••. V4 ;a Fps Pic; Gerard AIMN96i, P.E. Project Engineer sa City of Wheat jjd�e COMMUNI IY DEVELOP&ILNl FOR OFFICE USE ONLY Approved by Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: 09/03/2020 PERMIT# Z d Z D O Z Z ADDRESS: 5155 TABOR STREET LOT 7 ,BLOCK 5 , HANCE'S REPLAT NO. 2 SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 0 REAR: 0 SIDE: 0 SIDE: 0 If in the floodplain, the MINIMUM ELEVATION is determined to be: 69.2 (NAVD88). The above measurements have been determined on the following location: (Check only one): Top of proposed foundation prior to placement of concrete Top of foundation subsequent t9placement of concrete The setback and elevation measurem t to ' a ttfied on the attached exhibit. Signed Print Professional ;..A •;�� a •.s >. :: ae Date ,*AL LAS www.ci.wheatridge.co.us Rev 11118 W n 0 mr 0o n� c.n 0 I=E) r=l M m O co O 0 0 O V rn _I N O v I O Q n o D �r mO � � �7� O N O O ��TT 11 mr 0o n� c.n 0 C) O Z M m u L <� I rTl m 70 D m -4 11 1* 0Q s-�c>,%noogcp .g,�te M,rn Cn ��D0O�=oOnWmmM> DA - _p Dp0Z �m r ;OronQD20m�MjOZmxA Ur�rnZ rn � �� m-.mNOmD mm r 9p z DD Z m m D2Z 1 7 r D —4 Cz-< v � ;a co I=E) r=l M m O co O 0 0 C) n� rn N C) O Z M m u L <� I rTl m 70 D m -4 11 1* 0Q s-�c>,%noogcp .g,�te M,rn Cn ��D0O�=oOnWmmM> DA - _p Dp0Z �m r ;OronQD20m�MjOZmxA Ur�rnZ rn � �� m-.mNOmD mm r 9p z DD Z m m D2Z 1 7 r D —4 Cz-< v � ;a co A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: tl�A 4 L Job Address: -5-ISS ?"a A/,e- .� f Permit Number: 0-02-'.6? ene5) / . ❑ No one available for inspection: Time Z '3 AMA--) Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci, wheatridge, co, u-qrinspection Date: � Z Inspector: S DO NOT REMOVE THIS NOTICE Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 S�.sS lcl.4e- 5f - Remington Homes, Inc. 9468 West 581h Avenue Arvada, Colorado 80002 Attention: Subject: Address: Date of Observation: Mr. Horn: Structural Engineers Arvada, CO 80004 (303) 940-0996 E-mail: office @geistructural.com Job No.: 200145 Date: 8-26-20 Mr. James Horn Floor Footing Void Observation 5155 Tabor Street — Lot 7, Block 5 Hance Ranch, Wheat Ridge, CO 8-26-20 An observation of the floor footing void was conducted at the subject location on the date indicated. This observation is limited to the size of the footings. The floor footing voids were sized in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. The suitability of the soil within the footing forms must be observed and approved by the geotechnical engineer of record. Please contact us if you have any questions concerning this observation or when we be of further assistance. .10AT" Gerard Enterprises, Inc. Lynne Weitzel Staff Inspector M! X-mUMA601 Gerard A. Meiser, P.E. Project Engineer NAL f 1! 1111111 Excavation/Footing Observation CLIENT l F oww J FIELD REPRESENTATIVE DATE OF OBSERVATION: _ r3 - 1'r-- Ze::5 TIME: I Z -' 6%. > WEATHER CONDITIONS:... J -, ` Recommended Foundation System SOILS REPORT BY: C7Z PROJECT NO: 1>r✓ i 7 r 17-42- - /2 DATED:_ _ "7--7 5-- %S ❑ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF MINIMUM WIDTH e FOOTINGS WITH MINIMUM DEADLOAD PSE. INCHES MAXIMUM SOIL PRESSURE OF 7 C�>Ci C PSF. MINIMUM DEADLOAD PRESSURE OF /L'�r'�('? PSF. PROVIDE A 4f INCH VOID/ BENEATH GRADE BEAMS MINIMUM WIDTH �,� �i .� er S : I t'd r R' INCHES Foundation Plan BY: PLAN NO: WALL FOOTING WIDTH PER PLAN COLUMN PAD PER PLAN REINFORCEMENT AS PER PLAN: ❑YES ❑ NO ❑ NONE REQUIRED [-I AT SITE ❑ INSTALLED DATED: ❑ YES ❑ NO F] YES ❑NO Soil Conditions At Footing Level UPPER LEVEL Ci7�f �jrc. �✓}� LOWER LEVEL Cla !(� Ground Water Conditions NONE IN EXCAVATION ❑ NONE ENCOUNTERED IN BORING NO. TO FEET ® ENCOUNTERED AT Z / FEET IN BORING NO. 4- 7,6!9 - Remarks CTL I THOMPSON Era -' PROJECTNO:� S� 1�'7 1C� ,- ^< SUBDIVISION:YILC; r)fe e Wd FILING: ADDRESS: e, r-$ LOT. --. BLOCK: Foundation Layout A INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION Summary Of Observations ❑ FOOTING IN GENERAL CONFORMANCE WITH PLAN ❑ FOOTING REJECTED; ADDITIONAL OBSERVATION REQUIRED CONDITIONS IN EXCAVATION AS ANTICIPATED ❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT GEOTECHNICAL ENGINEER; ADDITIONAL OBSERVATION REQUIRED 7 r -Q6�ER Al. B. Jce` U hQ 0"o 51829 m Mao 'w i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 7 - Job Address: S f Permit Number: 2.0 ? 0 QQ ❑ No one available for inspection: Time Re -Inspection required: Yes No �So when corrections have been made, schedule for re -inspection online at. http J/www, ci. wheatridge. co. uslinspection Date: - 02D Inspector:_ ._C I - b DO NOT REMOVE THIS NOTICE ®®I ✓ CITY OF WHEAT RIDGE ® Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Sy 6 Job Address:' / S';P",- Permit Number: 2. © Z__ ❑ No one available for inspection: Time AM Re -Inspection required: '`Ye?No When corrections have been made, schedule for re -inspection online at: http:/fwww. ci. wheatridge. co. uslinspection Date: 2 ' nspector: .x/10 DO NOT REMOVE THIS NOTICE ®®I ✓ CITY OF WHEAT RIDGE ® Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Sy 6 Job Address:' / S';P",- Permit Number: 2. © Z__ ❑ No one available for inspection: Time AM Re -Inspection required: '`Ye?No When corrections have been made, schedule for re -inspection online at: http:/fwww. ci. wheatridge. co. uslinspection Date: 2 ' nspector: .x/10 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (✓ G Job Address: Permit Number: ❑ No one available for inspection: Time .'//o M Re -Inspection required: YesNo When corrections have been made, schedule for re -inspection online at: httpYAvww.ci. wheatridge.co. us/Inspection Date: Z ?M!'spec .S DO NOT REMOVE THIS NOTICE ciYy �n t Vii. .zc�. 0 mm SWU900 OR AUTHDRIZAA P*mOing_ Subcojlft_c-for xlus a rmustboo, P,,Qm,,,Dlcted -&signed by the PL-,OMB�tN'�GSURC.,Q.-NTRA-CTO'R. rn, performing plumbing work oii�sitp, isscourrac or! _sinsurance and license must be up todate pri. rtope-rmitissuance. Or-"tAdd_ �ro , � - General Contract V69M UI'LL NOT UXAkCE=.VITfl MISSING M11A -,Cdmpany Name, Vheaid& COWrAcW Ij 0#:ovq35+ ft6quited.rfe.W). State Lfqense Master - SU TO " AUTHORIZATION FOAM Mechanical Subcontractor. This form must be completed & signed by the MECHANICAL SUBCONTRACTOR.: performing,mechanical work on site. Subcontractor's insurance and license must be< up to date prior to permit, AIW`04. Project Address;: General ;ink WILL °1�T()'F 'ISE A�CEI"'�'�11)` V LM' MISSY -G .N RMAT"M' Company Name; Smith. W(Iis MVAC LfC Contact.Phone #'t 308;688.4487° Wheat Ridge Contractor License#: 170665 (i=equired Feld) 'Eugene Willis Printed e 1/,_14/2020: of Authorized Agent Date . City of 4.01 Wh6at - e - [v1 4� COMU iTY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: �.� 1 CIF �3 T General Contractor: Company Name,159 ` , 16 -lele Contact Phone #: .=�� — u Wheat Ridge Contractor License #r r�'6tY (required field) State License #: Master License #: / •''0�0, Al mau_z 4�9 'Printed Name of Authorized Agent Sigyrature of Authorized Agent Date V � i f City of Wheat Ridge -�IfrrZ04, Single Family - New PERMIT - 202000122 PERMIT NO: 202000122 ISSUED: 07/01/2020 JOB ADDRESS: 5155 Tabor St EXPIRES: 07/01/2021 JOB DESCRIPTION: Hance Ranch - 2 story townhome, 3 bedroom, 2.5 bath - 1,818 sq ft (Plan 107, Lot 7 Block 5) *** CONTACTS *** OWNER (303)420-2899 HANCE RANCH STATION LLC GC (303)420-2899 MEGAN SPARKS 160075 REMINGTON HOMES OF COLORADO SUB (303)421-4506 BEN MILLWOOD 019354 MILLWOOD PLUMBING & HEATING SUB (303)668-4487 EUGENE WILLIS 170665 SMITH AND WILLIS HVAC LLC SUB (303)598-8617 MICHAEL J LIND 170368 RED ROCK ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 210,742.36 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 4,425.59 Permit Fee 1,848.00 Engin. Review Fee 100.00 ** TOTAL ** 6,493.59 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WSP-17-04) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. City of Wheat Ridge Single Family - New PERMIT - 202000122 PERMIT N0: 202000122 ISSUED: 07/01/2020 JOB ADDRESS: 5155 Tabor St EXPIRES: 07/01/2021 JOB DESCRIPTION: Hance Ranch - 2 story townhome, 3 bedroom, 2.5 bath - 1,818 sq ft (Plan 107, Lot 7 Block 5) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable bung codes, and all applicable municipal codes, policies and procedures, and that i am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that Ian le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. T_bl ce or gra f g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any p ' bl code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of `1` heatR jAe J COMMUN11Y DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Date: /1:51 12-0 Plan/Permit # Plan Review Fee. Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.'' Property Address: � � J� Property Owner Mailing Address: (if different thanpropertyaddress) Address:�h �' Q(i— ��'1yC� : # P State, Architect/Engineer, e4—(aF _n+i, �i7s � , -1-t1C a Architect/Engineer E-mail: Contractor: Contractors City License #:I (P ()nll, Phone: Contractor E-mail Address: Sub Contractors: Electrical:'L (a —L)) Eje( ir✓ Plumbing: M )1 U` b►Mechanical: S� (fid �U i I ►l� W.R. City License # C) ��-W.R. City License # (�'� J W.R. City License # 1JQ(k5 Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft.ILF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or AUTHORIZED REPRESENT TA E I of (OWNER)ONTRACTOOO PRINT NAME: V�)-Qcko 1 t �1 i r c �'1 ' �—1 / -- DATE: U SIGNATURE: G ZONING COMMMENTS: /vta-0 $p4ol \/1,4f2o (J--' BUILDING DEPARTMENT COMMENTS: R7Z4 "112-llizo� PUBLIC WORKS COMMENTS: Reviewer:*4 f l:V I 0 AW 10 - PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION:_ Permit may be ISSUED Public Works takes no exception with the Building Permit Application for the above address and hereby approves the application Prior to issuance of the last C.O. for the building, a Grading Certification Letter shall be required from the Engineer of Record certifying that the final grading has been completed and is in general conformance with the approved Grading Plan, and that •ne .ira,naae mall function per the approved Final Drainage Report/Plan Building Division Valuation: $ Z J-0 (� —I ff ciYy �n t Vii. .zc�. 0 mm SWU900 OR AUTHDRIZAA P*mOing_ Subcojlft_c-for xlus a rmustboo, P,,Qm,,,Dlcted -&signed by the PL-,OMB�tN'�GSURC.,Q.-NTRA-CTO'R. rn, performing plumbing work oii�sitp, isscourrac or! _sinsurance and license must be up todate pri. rtope-rmitissuance. Or-"tAdd_ �ro , � - General Contract V69M UI'LL NOT UXAkCE=.VITfl MISSING M11A -,Cdmpany Name, Vheaid& COWrAcW Ij 0#:ovq35+ ft6quited.rfe.W). State Lfqense Master - SU TO " AUTHORIZATION FOAM Mechanical Subcontractor. This form must be completed & signed by the MECHANICAL SUBCONTRACTOR.: performing,mechanical work on site. Subcontractor's insurance and license must be< up to date prior to permit, AIW`04. Project Address;: General ;ink WILL °1�T()'F 'ISE A�CEI"'�'�11)` V LM' MISSY -G .N RMAT"M' Company Name; Smith. W(Iis MVAC LfC Contact.Phone #'t 308;688.4487° Wheat Ridge Contractor License#: 170665 (i=equired Feld) 'Eugene Willis Printed e 1/,_14/2020: of Authorized Agent Date . City of 4.01 Wh6at - e - [v1 4� COMU iTY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: �.� 1 CIF �3 T General Contractor: Company Name,159 ` , 16 -lele Contact Phone #: .=�� — u Wheat Ridge Contractor License #r r�'6tY (required field) State License #: Master License #: / •''0�0, Al mau_z 4�9 'Printed Name of Authorized Agent Sigyrature of Authorized Agent Date City Of COMMERCIAL/MULTI-FAMILY heat l �e COMMUNITY DEVELOPMENT BUILDING PERMIT APPLICATION REVIEW Date: 2 i Location: �"-, / 3- 7 d f3 0f2 S% ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a Ah%7& %D Jam' — located at the above referenced address. Please note the comments checked below. 1. ✓ Site Survey: ✓ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required ✓ Yes No b. Drainage Letter and Plan required ✓ Yes No C. Site drainage/grading have been reviewed and are: ✓ OK Not OK; see stipulations 3. ✓ CDPS Permit & SWMP Approved: ✓ Yes No N/A 4. ✓ Public Improvements to be completed: a. street paving/patching: ✓ Yes No b. curb & gutter/drivecut: ✓ Yes No C. sidewalk: ✓ Yes No d. standard street lights: ✓ Yes No e. pedestrian lights: ✓ Yes No f storm sewer: ✓ Yes _ No g. Letter of Credit (LOC) required: ✓ Yes No h. Funds in lieu of construction: Yes ✓ No If an LOC or funds in lieu of are required, for what improvements? SEE ABOVE Amount of the LOC or funds: $ 761., �' , 06) 5. ✓ SIA/PIA required: ✓ Yes No 6. ✓ Traffic impact analysis required & approved: ✓ Yes _ No 7. ✓ If yes, was it approved by the Director of Public Works? ✓ Yes No 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes No If not, what is required: N/A If R.O.W. is required, has the deed been received? ✓ Yes _ No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. IA , 1 ,GU, LL � . ` 21 )dA .2020Signature Mark Van Nattan Date Stipulations: NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage/Grading Certification Letter with by As -Built plans or updated CCP shall be required prior to the issuance of the Certificate of Occupancy. Rev 06/2013 ! E � _¢ City of �W heat �dge hUSL1C WORKS City of Wheat Ridge Municipal Building 7500 W. 29`' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 2 � JAAJ 202c, ADDRESS: Td t; o)eD � Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864 Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci.wheatridge.co.us Rev 2/08 e City of Wheat"]_ ge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW (FEES Date: -2 1 —i,6t4 2022 Location of Construction: fi/ _25_,C� 7-4 ,aT. Purpose of Construction: ME jN - /Z' W Lh-fr.)MJ-- Single Family Commercial Multi -Family Develol2ment Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Fam ly Residence/Duplex Review Fee: ..................................... $50.00 CommerciaUMulti-Family Review Fees: Fees include reviews of the 1St and 2 n submittals o Review of existing or minimal technical documents: ........................ $200.00 o Initial review' of technical civil engineering documents: ................ $600.00 o Traffic Impact Study Review Fee: .................................................... $600.00 o Trip Generation Study Review Fee: .................................................. $200.00 ® Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 o O & M Schedule Review & SMA Recording Fee ............................. $100.00 o Construction Control Plan................................................................. $100.00 tri ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/stormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: o Resubmittal Fees: 3' submittal ('/z initial review fee) :.................................................... $300.00 S 4th submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 X = 5 (Full initial review fee) TOWEL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.coms Rev 05/19