The URL can be used to link to this page

Home My WebLink AboutCOMA2021-002039ENERGY CODE INSPECTION CERTIFICATION FORM Date: Permit/ Project Number: Project Name: Address of Inspection: -Do e) LG J '& I .; -, — ') Name of Company Performing Inspection- - IJ 14' Name of Certified Inspector Performing Inspection: ICC Energy Code Inspector Certification Number: 77� In accordance with State Law (Senate Bill 5 enacted by the 77 1h Legislature of the State of Texas), I hereby certify that I have inspected the above referenced structure and that it complies with all energy code provisions prescribed by State of Texas laws and any amendments adopted by the State of Texas and 1 or the City of Grapevine. Signature of Inspector Development Services Department The City of Grapevine --, P.O. Box 95104 *- Grapevine, Texas 76099 41 '- (817) 410-3165 Fax (817) 410-3012 * www.grapevinetexas.gov I ' - ' 10 r I- 05L NK YC,1ttLRU�ATF[) 01RG, COIIPIEIa0% 3 � 67 RE t ; �v i? Submittal 09 29 00 American Gypsum 5960 Berkshire Ln., #800 Dallas, TX 75225 214-530-5500 www.americangypsum.com Technical Information 1-800-545-6302 ext. 5607 R FireBloc® Type X gypsum wallboard is the preferred product in the industry due to its consistently high quality standards. The core has been reinforced with the addition of fibers, increasing its strength and providing fire resistance ratings when used in tested assemblies. The fire-resistant gypsum core is encased in 100% recycled natural-finish paper on the face side and sturdy liner paper on the back side. The face paper is folded around the long edges to reinforce and protect the core, with the ends being square-cut and finished smooth. Long edges of the panels are tapered, allowing joints to be reinforced and concealed with a joint compound system. American Gypsum products contain no asbestos and no detectable levels of formaldehyde. DESCRIPTION FireBloc Type X wallboard is used as a covering material for interior walls and ceilings in residential and commercial applications that often require specific fire rated assemblies. It is designed for direct attachment by screws, nails or adhesive to wood or metal framing and even existing surfaces. With joints covered, FireBloc Type X gypsum wallboard will resist the passage of smoke. For additional information on smoke barriers, refer to Gypsum Association publication, “Building and Inspecting Smoke Barriers” (GA-618). BASIC USES FireBloc Type X gypsum wallboard has achieved UL Environment's GREENGUARD GOLD Certification. GREENGUARD Certified products are scientifically proven to meet some of the world's most rigorous, third-party chemical emissions standards, helping reduce indoor air pollution and the risk of chemical exposure while aiding in the creation of healthier indoor environments. For more information, visit www.ul.com/gg. GREENGUARD CERTIFICATION FROM UL ENVIRONMENT FireBloc Type X gypsum wallboard is intended for interior applications only. Avoid exposure to temperatures exceeding 125°F (52°C), e.g., located adjacent to wood burning stoves and or heating appliances. Avoid exposure to excessive or continuous moisture before, during and after installation, e.g., swimming pools, saunas or steam rooms. Eliminate any sources of moisture immediately. FireBloc Type X gypsum wallboard is a nonstructural product and should not be used as a nailing base. Spacing of wall and ceiling framing should not exceed 24”o/c. To prevent noticeable sag in ceilings, the weight of overlaid unsupported insulation should not exceed the following recommendations: Insulation blankets or batts should be recessed, with flanges attached or friction fitted to the sides of the studs or joists. LIMITATIONS MAXIMUM SPACING OF FRAMING (WOOD OR METAL) Single Ply Thickness Application Maximum Framing O/C Spacing Ceilings Walls 5/8” 5/8” Parallel to Framing Perpendicular to Framing 16”o/c 24”o/c 5/8” 5/8” Parallel to Framing Perpendicular to Framing 24”o/c 24”o/c FRAMING 24”o/c PRODUCT PSF (LBS. PER S/F) OF INSULATION 5/8” FireBloc Type X 2.2 (10.7 kg/M²) STORAGE AND HANDLING Gypsum board does not generate or support the growth of mold when it is properly transported, stored, handled, installed, and maintained. However, mold spores are present everywhere and when conditions are favorable; mold can grow on practically any surface. GYPSUM BOARD MUST BE KEPT DRY to prevent the growth of mold. Gypsum board must be stored in an area that protects it from adverse weather conditions, condensation, and other forms of moisture. Job site conditions that can expose gypsum board to water or moisture must be avoided. Gypsum board must be protected during transit with a weather-tight cover in good condition. Plastic shipping bags are intended to provide protection during transit only and must be promptly removed upon arrival of the load. Failure to remove the shipping bag can increase the likelihood of developing conditions favorable to the growth of mold. Gypsum board that has visible mold growth must not be used. For additional information refer to Gypsum Association publication, “Guidelines for the Prevention of Mold Growth on Gypsum Wallboard” (GA-238). Type X Gypsum Wallboard R R Ma d e i n t h e U S A F I R E B L O C T Y P E X Pa n e l t i p o X p a r a i n t e r i o r e s Manufacturing ASTM C 1396 Installation ASTM C 840 Gypsum Association GA-216 Gypsum Association GA-214 Nail Pull, Humidified, Deflection, ASTM C 473Flexural Strength, Core Hardness Surface Burning Characteristics ASTM E 84 Flame Spread 0 Smoke Developed 0 Fire rated assemblies are specified from tests performed by independent laboratories. These designs are made up of specific materials in a precise configuration. When choosing construction details to meet certain fire resistance requirements, care must be taken to insure that each compo- nent of the selected assembly is the one specified in the test and are assembled in accordance with the requirements of the design. Job Name: Contractor:Date: DCN1052 October 2020 SIZES Thickness Widths Lengths Edge Type UL Type 5/8” (15.9mm) 4’ (1219mm) 8’ – 14’ (2438mm – 4267mm) Tapered AGX-1, AGX-11 5/8” (15.9mm) 54” (1372mm) 12’ (3658mm) Tapered AGX-1, AGX-11 Special lengths or edges may be available on special order. Consult your American Gypsum sales representative for details. Thermal Resistance “R” Value 5/8” = 0.61 Installation - The building temperature shall be maintained at not less than 50ºF (10ºC) for adhesive application of gypsum board, during joint treatment, texturing, and decoration. When a temporary heat source is used the temperature shall not be more than 95°F (35°C) in any given room or area. Adequate and continuous ventilation shall be provided in the working area during the installation and the drying or curing period. The design professional has the ultimate responsibility for location of control joints. Decoration - The design professional, contractor and or owner shall review Gypsum Association’s bulletin, “Recommended Levels of Gypsum Board Finish” (GA-214), in order to specify the proper level of drywall finishing needed to assure the desired results. For best painting results, all surfaces, including joint compound, should be clean, dust-free and not glossy. To equalize the porosities between the face paper and joint compound and improve fastener and joint concealment, the surface shall be primed and sealed with a full-bodied drywall primer before texturing or final decoration. The selection of the proper paint to give the specified or desired finished characteristics is the responsibility of the design professional, contractor and or owner. Gypsum board that is to have a wall covering applied to it should be prepared and primed as described for painting. PRODUCT DATA FIRE RESISTANCE RATINGS SUBMITTAL APPROVALS GOOD BUILDING PRACTICES APPLICABLE STANDARDS R R Ma d e i n t h e U S A F I R E B L O C T Y P E X Pa n e l t i p o X p a r a i n t e r i o r e s STORAGE & HANDLING Gypsum board must be stored off the ground and under protective cover. Sufficient risers must be used to assure support for the entire length of the wallboard to prevent sagging. Gypsum board must be delivered to the job site as near to the time it will be used as possible. Individuals delivering gypsum board to jobsites should ensure that it is carried, not dragged, to place of storage/installation to prevent damage to finished edges. Gypsum board shall always be stacked flat - NEVER on edge or end. Gypsum board stacked on edge or end is unstable and presents a serious hazard should it accidentally topple. Gypsum board should be placed so weight is evenly distributed and the floor is not overloaded. 1 R Lot 2, Block 1 � Century Oak \ Cab. A, Sl. 11666 cs v .. P.R.O.' ,T. Approylmote iodation of \ 100--year flaodpdcin as scaled per FEMA Map. I.R.S. N89 ° 59' 56 "E 180.49' 77.4' Wright Century Oak corner falls "X" Set PTOPCTtieS I. LC in creek Innstr, No. D219120745 y Building under construction O.P.RJ%C.T. M 600 W. Wall Street S890 58' 54 "E 138.00' a M d _Existing _ . Proposed Finished shed Floor = 603.3' O Q 9.0' 9.0' O L©t 1, Bloch 1 01 2.0' 59.4' in creek :. N390 50' 48"W 31.05' W. WALL STREET (variable width R.O.W.) 3P 9 15 3P SCALE: I" = 30' l v o4f - w' 18"W 144. 73' TxDOT Mon.' Found o 'N 'o o) � I p x ' S89°58'54" B "PK" Nail 251,00'�Fnd. (C.M.) I.R.S. 70.8' E-� r� O 70.8' _ N . O � O I.R.F. (C.M.) I.R.F. (C.M.) ° 23' 14 "W 28.10' PROPERTY DESCRIPTION: Being Lot 1, Block 1 of Century Oak, an addition to the City of Grapevine, Tarrant County, Texas, according to the plat thereof recorded in Cabinet A, Slide 5253, Plat Records of Tarrant County, Texas. LEGEND: ND• FLOOD NOTE: It is my opinion that the property described hereon partially ties within the I00-year flodplain as scaled per the Federal Emergency Boundary Management Agency Flood Insurance Rate Map, Community -Panel No. Line 480598 0105 K. present Effective Date of Map, September 25, 2009, herein Overhead operty lies within Zones "AE"-& "X" Unshaded. — oHU Utility Line - -- - This survey was prepared without the _ x FCncelinC benefit of a current title search, (CL Post) therefore no search of recorded O easements was performed on the .`� C.M. Monument subject property. The purpose of this �Q ERF •,y Controlling �FG\ sunny is to locate the foundation on �. 0 LR.F, the shown property, therefore all other 1/2" Iron Rod Found improvements may not be shown. ........................ . (unless otherwise noted) THOMAS WILLIAM MAUK I.P.F. Elevations shown hereon are based on ...� ..... ;.. 1/2" Iron Pi e Found P the benchmarks included within the o 5119 approvedpoved construction plans. �9• f?OF I.R.S. `Q�Q ,�� 1/2" Iron Rod Set "Old Town Surveying" U R� (blue cap) 1 April 5, 2023 BASIS OF BEARINGS Bearings shown hereon are - - - ------ - " ----- ------------- ---- -- - - on the ove brecddplatu unless record plat unless otherwise Old Town Surveying, LLC. noted. '° "I Professional Land Surveyors Party Chief JJ Tech: TO 1 - - -- -- _-- 810Office Park Circle, Suite 130, Lou isu ille, Texas, 75057 Fieldwork Date: 04/05/2023 loh.469-293-S079 infof«nldmtt"nstineying.eom Job No.: 20211263-11 TFRN Number: 10194611 ,P, ELEVATOR / ESCALATOR AND RELATED EQUIPMENT REPORT OF INSPECTION THIS FORM MUST BE FILLED OUT COMPLETELY AND SUBMITTED WITH ATTACHEMENTS IF NECESSARY. INSPECTION DATA – TO BE COMPLETED BY INSPECTOR FILING FEE: $20.00 PER UNIT 1.Unit #: of 2.ELBI #:3.Decal #:4.Removed from Service Date: 5.Building Name:Building Designation: 6.Manufacturer: Building Physical Address: 7. Model Type: Number, Street, Suite No. Apt. No.City Zip Code 8.Serial #: 9.Type of Unit: (select one) Pass Esc. M.W.W.L. LULA Other (specify) 10.Drive Machine: (select one) Electric Hydraulic Other (specify) 11.Year Installed:12.Year Altered:13.Number of Floors: 14. Speed:15. Capacity:16.# of Car Openings 17.Due Date for Next 5 Year Safety Test 18.Test Date Tag in Place? Yes No 19. Type of Inspection: (select all that apply) A – Annual B – New Installation or Returned to Service C – Alteration F – 5 Year Test Other 20.#Rule Code Year Violations Use page ELE002a if additional pages are necessary Check box if ELE002a is attached Repeat 21.INSPECTOR SIGNATURE IS REQUIRED FOR CERTIFICATE PROCESSING I certify this is a true report of my inspection. I further certify that the information on this report is correct. TDLR INSP LIC#: Inspector Name Printed Inspector Signature Date Inspection Completed 22.CONTACT INFORMATION REQUIRED TO BE COMPLETED BY OWNER OR OWNER AGENT Owner Name:Phone Number: (Area Code) Phone Number Email Address: Owner Mailing Address: (ex: johndoe@yourbusinessemail.com) Number, Street, Suite No, Apt No.City State Zip Code 23. Building Contact Name:Contact Phone Number: (Area Code) Phone Number Building Contact Business/Public Email Address: Building Contact Mailing Address: (ex: johndoe@youbusinesemail.com) Number, Street, Suite No, Apt No.City State Zip Code 24. OWNER OR OWNER AGENT SIGNATURE IS REQUIRED FOR CERTIFICATE PROCESSING I certify that all violations cited by the inspector (if any) have been corrected OR are under contract to be corrected OR I have obtained a waiver or delay. All contact information above is accurate and all required documents and fees are attached. I understand that a certificate of compliance cannot be issued if the Inspection Report is incomplete, or any supporting documentation is missing. Owner/Agent Printed Name Owner/Agent Signature Date All correspondence including legal notices will be sent to (select one) Owner Address Building Contact Address TDLR Form ELE002 rev June 2022 4-6-2023 Service Bath & Glass 515 E NW Hwy Grapevine, TX 76051 To Whom It May Concern, Please accept this letter as verification that the order detailed below is tempered, despite the logo not being present and/or visible. We have detailed tempering scans from our furnace that confirm this finding. Sorry for the inconvenience, and let me know if you need anything further. Customer PO: 33134 Wright Thanks, Valerie Nagy Sales Representative Hartung Glass Industries 972-629-6890 Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 1 of 12 Section 1: IDENTIFICATION Product Name: Fire Block 113 Synonyms: Not available. Product Use: Foam Sealant. Restrictions on Use: Not available. Manufacturer/Supplier: Selena USA, Inc. 486 Century Lane Holland, MI 49423 Emergency Phone: ChemTrec: 1-800-424-9300 Date of Preparation of SDS: September 12, 2016 Section 2: HAZARD(S) IDENTIFICATION GHS INFORMATION Classification: Flammable Aerosols, Category 2 Gases Under Pressure - Compressed Gas Skin Irritation, Category 2 Eye Irritation, Category 2B Sensitization - Respiratory, Category 1 Sensitization - Skin, Category 1 Specific Target Organ Toxicity (Single Exposure), Category 3 - Respiratory Irritation Specific Target Organ Toxicity (Repeated Exposure), Category 2 LABEL ELEMENTS Hazard Pictogram(s): Signal Word: Danger Hazard Statements: Flammable aerosol. Contains gas under pressure; may explode if heated. Causes skin irritation. Causes eye irritation. May cause allergy or asthma symptoms or breathing difficulties if inhaled. May cause an allergic skin reaction. May cause respiratory irritation. May cause damage to organs through prolonged or repeated exposure. Precautionary Statements Prevention: Obtain special instructions before use. Keep away from heat, sparks, open flames, and hot surfaces. – No smoking. Do not spray on an open flame or other ignition source. Pressurized container: Do not pierce or burn, even after use. Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 2 of 12 Do not breathe mist, vapors, or spray. Avoid contact during pregnancy and while nursing. Wash thoroughly after handling. Do not eat, drink or smoke when using this product. Use only outdoors or in a well-ventilated area. Contaminated work clothing should not be allowed out of the workplace. Wear protective gloves, protective clothing and eye protection. Wear respiratory protection. Response: If on skin: Wash with plenty of soap and water. If inhaled: Remove person to fresh air and keep comfortable for breathing. If in eyes: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. If skin irritation or rash occurs: Get medical advice/attention. If eye irritation persists: Get medical advice/attention. If experiencing respiratory symptoms: Call a poison center or doctor. Take off contaminated clothing and wash it before reuse. Storage: Store in a well-ventilated place. Keep container tightly closed. Store locked up. Protect from sunlight. Do not expose to temperatures exceeding 50°C/ 122°F. Disposal: Dispose of contents/container in accordance with applicable regional, national and local laws and regulations. Hazards Not Otherwise Classified: Not applicable. Ingredients with Unknown Toxicity: 8% of this product mixture consists of ingredient(s) of unknown acute toxicity. This material is considered hazardous by the OSHA Hazard Communication Standard, (29 CFR 1910.1200). Section 3: COMPOSITION / INFORMATION ON INGREDIENTS Hazardous Ingredient(s) Common name / Synonyms CAS No. % wt./wt. Isocyanic acid, polymethylenepolyphenylene ester Polymeric Methylene Diphenyl Diisocyanate (PMDI) 9016-87-9 30 - 60 2-Propanol, 1-chloro-, 2,2',2''- phosphate Tri-(2-chloroisopropyl)phosphate (TCPP) 13674-84-5 6 - 12 Propane, 2-methyl- Isobutane 75-28-5 6 - 12 Methane, 1,1'-oxybis- Dimethyl ether 115-10-6 6 - 12 Morpholine, 4,4'-(oxydi-2,1- ethanediyl)bis- Dimorpholinodiethyl ether 6425-39-4 0.1 - 1 Exact percentage (concentration) of composition has been withheld as a trade secret. Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 3 of 12 Section 4: FIRST-AID MEASURES Inhalation: If inhaled: Remove person to fresh air and keep comfortable for breathing. If experiencing respiratory symptoms: Call a poison center or doctor. Acute and delayed symptoms and effects: May cause allergy or asthma symptoms or breathing difficulties if inhaled. May cause respiratory irritation. Signs/symptoms may include cough, sneezing, nasal discharge, headache, hoarseness, and nose and throat pain. At room temperature, MDI vapors are minimal due to low volatility. However, certain operations may generate vapor or mist concentrations sufficient to cause respiratory irritation and other adverse effects. Such operations include those in which the material is heated, sprayed or otherwise mechanically dispersed. Allergy-prone people who have been sensitized to isocyanates or even have not been previously exposed to isocyanates may experience symptoms at concentrations as low as 0.0014 ppm. Asthma sufferers or people who easily get contact dermatitis should therefore not be exposed to isocyanates. Eye Contact: If in eyes: Rinse cautiously with water for at least 15 minutes. Remove contact lenses, if present and easy to do. Continue rinsing. If eye irritation persists: Get medical advice/attention. Acute and delayed symptoms and effects: Causes eye irritation. Signs/symptoms may include redness, swelling, pain, tearing, and blurred or hazy vision. PMDI may cause severe watering, formation of solid particles in the eye fluid, glaucoma, photophobia (sensitivity to light), blepharospasm (uncontrollable winking), conjunctivitis (inflammation of the mucous membranes of the eye lids with possible discharge), keratitis (inflammation of the cornea) and damage the cornea (opacity or clouding). Skin Contact: Remove the foam from skin using a cloth. Take off immediately all contaminated clothing. Remove uncured foam from skin using delicate solvent like acetone or mineral spirit (avoid contact with eyes). Hardened foam may be removed by persistent washing with soap and large quantities of water. If skin irritation or rash occurs: Get medical advice/attention. W ash contaminated clothing before reuse. Acute and delayed symptoms and effects: May cause an allergic skin reaction. Causes skin irritation. Signs/symptoms may include localized redness, swelling, and itching. Prolonged skin contact may cause redness, swelling, blistering and possible skin sensitization (dermatitis). MDI compounds have a mild tanning action on the skin. Ingestion: If swallowed: Call a poison center or doctor if you feel unwell. If vomiting occurs naturally, have victim lean forward to reduce the risk of aspiration. Do NOT induce vomiting unless directed to do so by medical personnel. Never give anything by mouth to an unconscious person. Acute and delayed symptoms and effects: May cause gastrointestinal Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 4 of 12 irritation. Signs/symptoms may include abdominal pain, stomach upset, nausea, vomiting and diarrhea. General Advice: In case of accident or if you feel unwell, seek medical advice immediately (show the label or SDS where possible). Note to Physicians: Symptoms may not appear immediately. Section 5: FIRE-FIGHTING MEASURES FLAMMABILITY AND EXPLOSION INFORMATION Flammable aerosol. Contains gas under pressure; may explode if heated. Containers may explode when heated. Ruptured cylinders may rocket. Sensitivity to Mechanical Impact: This material is not sensitive to mechanical impact. Sensitivity to Static Discharge: This material is sensitive to static discharge. MEANS OF EXTINCTION Suitable Extinguishing Media: Dry chemical, CO2 or water spray. Move containers from fire area if you can do it without risk. Unsuitable Extinguishing Media: Not available. Products of Combustion: Oxides of carbon. Oxides of nitrogen. Oxides of phosphorus. Hydrogen chloride. Chlorine. Isocyanate vapours. Protection of Firefighters: Wear positive pressure self-contained breathing apparatus (SCBA). Wear chemical protective clothing that is specifically recommended by the manufacturer. It may provide little or no thermal protection. Structural firefighters' protective clothing will only provide limited protection. Section 6: ACCIDENTAL RELEASE MEASURES Emergency Procedures: As an immediate precautionary measure, isolate spill or leak area. Keep unauthorized personnel away. Stay upwind. Keep out of low areas. Ventilate closed spaces before entering. Do not touch or walk through spilled material. Personal Precautions: Use personal protection recommended in Section 8. Environmental Precautions: Prevent entry into waterways, sewers, basements or confined areas. Methods for Containment: Stop leak if you can do it without risk. Do not direct water at spill or source of leak. Use water spray to reduce vapors or divert vapor cloud drift. Methods for Clean-Up: Remove from surfaces by scraping up excess material and removing residual residue with cloth and solvent such as acetone or mineral spirit, paint thinner, etc. Hardened foam can only be removed physically or mechanically by scraping or buffing. Other Information: See Section 13 for disposal considerations. Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 5 of 12 Section 7: HANDLING AND STORAGE Handling: Do not swallow. Do not breathe mist, vapors, or spray. Avoid contact during pregnancy and while nursing. Pressurized container: Do not pierce or burn, even after use. Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Keep away from heat, sparks, open flames, and hot surfaces. – No smoking. Do not spray on an open flame or other ignition source. Wash thoroughly after handling. Do not eat, drink or smoke when using this product. Use only outdoors or in a well-ventilated area. Contaminated work clothing should not be allowed out of the workplace. See Section 8 for information on Personal Protective Equipment. Storage: Store in a well-ventilated place. Keep container tightly closed. Store locked up. Protect from sunlight. Protect from sunlight. Do not expose to temperatures exceeding 50°C / 122°F. Store away from incompatible materials. See Section 10 for information on Incompatible Materials. Keep out of the reach of children. Section 8: EXPOSURE CONTROLS / PERSONAL PROTECTION Exposure Guidelines Component Polymeric Methylene Diphenyl Diisocyanate (PMDI) [CAS No. 9016-87-9] ACGIH: 0.005 ppm (TWA); (1985), For Methylene bisphenyl isocyanate (MDI) OSHA: 0.02 ppm (C), 0.2 mg/m³ (C); For Methylene bisphenyl isocyanate (MDI) Tri-(2-chloroisopropyl)phosphate (TCPP) [CAS No. 13674-84-5] ACGIH: No TLV established. OSHA: No PEL established. Isobutane [CAS No. 75-28-5] ACGIH: 1000 ppm (TWA); (2001) OSHA: No PEL established. Dimethyl ether [CAS No. 115-10-6] ACGIH: No TLV established. OSHA: No PEL established. Dimorpholinodiethyl ether [CAS No. 6425-39-4] ACGIH: No TLV established. OSHA: No PEL established. PEL: Permissible Exposure Limit TLV: Threshold Limit Value TWA: Time-Weighted Average C: Ceiling Engineering Controls: Use ventilation adequate to keep exposures (airborne levels of dust, fume, vapour, gas, etc.) below recommended exposure limits. Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 6 of 12 PERSONAL PROTECTIVE EQUIPMENT (PPE) Eye/Face Protection: Wear safety glasses. Ensure that eyewash stations are close to the workstation location. Use equipment for eye protection that meets the standards referenced by CSA Standard CAN/CSA-Z94.3-92 and OSHA regulations in 29 CFR 1910.133 for Personal Protective Equipment. Hand Protection: Wear protective gloves. Consult manufacturer specifications for further information. Skin and Body Protection : Wear protective clothing. Respiratory Protection: Wear respiratory protection. If engineering controls and ventilation are not sufficient to control exposure to below the allowable limits then an appropriate NIOSH/MSHA approved air-purifying respirator that meets the requirements of CSA Standard CAN/CSA-Z94.4-11, or self-contained breathing apparatus must be used. Supplied air breathing apparatus must be used when oxygen concentrations are low or if airborne concentrations exceed the limits of the air-purifying respirators. General Hygiene Considerations: Handle according to established industrial hygiene and safety practices. Section 9: PHYSICAL AND CHEMICAL PROPERTIES Appearance: Rapidly curing foam dispensed by gaseous propellant from an aerosol container. Colour: Orange. Odour: Characteristic. Odour Threshold: Not available. Physical State: Liquid (Aerosol foam.) pH: Not available. Melting Point / Freezing Point: Not available. Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 7 of 12 Initial Boiling Point: Not available. Boiling Range: Not available. Flash Point: < 0 °C (32 °F) Evaporation Rate: Not available. Flammability (solid, gas): See Section 5. Lower Flammability Limit: 1.8 % (Isobutane) Upper Flammability Limit: 8.4 % (Isobutane) Vapor Pressure: Not available. Vapor Density: Not available. Relative Density: 1.00 (Water = 1) Solubilities: Insoluble in water; reacts with water. Partition Coefficient: n- Octanol/Water: Not available. Auto-ignition Temperature: Product is not self-igniting. Decomposition Temperature: Not available. Viscosity: Not available. Percent Volatile, wt. %: Not available. VOC content, wt. %: Not available. Density: Not available. Coefficient of Water/Oil Distribution: Not available. Section 10: STABILITY AND REACTIVITY Reactivity: Contact with incompatible materials. Sources of ignition. Exposure to heat. Chemical Stability: Stable under normal storage conditions. Possibility of Hazardous Reactions: None known. Conditions to Avoid: Contact with incompatible materials. Sources of ignition. Exposure to heat. Incompatible Materials: Acids. Bases. Oxidizers. Alkali metals. Metals. Amines. Alcohols. Hazardous Decomposition Products: Isocyanate vapours. Carbon dioxide. Section 11: TOXICOLOGICAL INFORMATION EFFECTS OF ACUTE EXPOSURE Product Toxicity Oral: Not available. Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 8 of 12 Dermal: Not available. Inhalation: Not available. Component Toxicity Component CAS No. LD50 oral LD50 dermal LC50 Polymeric Methylene Diphenyl Diisocyanate 9016-87-9 49000 mg/kg (rat) > 9400 mg/kg (rabbit) 490 mg/m³ (rat); 4H Tri-(2-chloroisopropyl) phosphate (TCPP) 13674-84-5 1500 mg/kg (rat) Not available. Not available. Isobutane 75-28-5 Not available. Not available. 570000 ppm (rat); 15M Dimethyl ether 115-10-6 Not available. Not available. 308000 mg/m³ (rat); Dimorpholinodiethyl ether 6425-39-4 Not available. Not available. Not available. Likely Routes of Exposure: Eye contact. Skin contact. Inhalation. Ingestion. Target Organs: Skin. Eyes. Gastrointestinal tract. Respiratory system. Lungs. Cardiovascular system. Nervous system. Symptoms (including delayed and immediate effects) Inhalation: May cause allergy or asthma symptoms or breathing difficulties if inhaled. May cause respiratory irritation. Signs/symptoms may include cough, sneezing, nasal discharge, headache, hoarseness, and nose and throat pain. At room temperature, MDI vapors are minimal due to low volatility. However, certain operations may generate vapor or mist concentrations sufficient to cause respiratory irritation and other adverse effects. Such operations include those in which the material is heated, sprayed or otherwise mechanically dispersed. Allergy-prone people who have been sensitized to isocyanates or even have not been previously exposed to isocyanates may experience symptoms at concentrations as low as 0.0014 ppm. Asthma sufferers or people who easily get contact dermatitis should therefore not be exposed to isocyanates. Eye: Causes eye irritation. Signs/symptoms may include redness, swelling, pain, tearing, and blurred or hazy vision. PMDI may cause severe watering, formation of solid particles in the eye fluid, glaucoma, photophobia (sensitivity to light), blepharospasm (uncontrollable winking), conjunctivitis (inflammation of the mucous membranes of the eye lids with possible discharge), keratitis (inflammation of the cornea) and damage the cornea (opacity or clouding). Skin: May cause an allergic skin reaction. Causes skin irritation. Signs/symptoms may include localized redness, swelling, and itching. Prolonged skin contact may cause redness, swelling, blistering and possible skin sensitization (dermatitis). MDI compounds have a mild tanning action on the skin. Ingestion: May cause gastrointestinal irritation. Signs/symptoms may include abdominal pain, stomach upset, nausea, vomiting and diarrhea. Skin Sensitization: Hazardous by OSHA/WHMIS criteria. May cause sensitisation Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 9 of 12 through skin contact. Respiratory Sensitization: Hazardous by OSHA/WHMIS criteria. May cause sensitisation through inhalation. Allergy-prone people who have been sensitized to isocyanates or even have not been previously exposed to isocyanates may experience symptoms at concentrations as low as 0.0014 ppm. Asthma sufferers or people who easily get contact dermatitis should therefore not be exposed to isocyanates. Medical Conditions Aggravated By Exposure: Not available. EFFECTS OF CHRONIC EXPOSURE (from short and long-term exposure) Target Organs: Skin. Eyes. Gastrointestinal tract. Respiratory system. Lungs. Cardiovascular system. Nervous system. Chronic Effects: Prolonged or repeated contact may dry skin and cause irritation. Carcinogenicity: Product is not classified as a carcinogen. See Component Carcinogenicity table below for information on individual components. Component Carcinogenicity Component ACGIH IARC NTP OSHA Prop 65 Polymeric Methylene Diphenyl Diisocyanate (PMDI) Not listed. Group 3 Not listed. Not listed. Not listed. Mutagenicity: Not available. Reproductive Effects: May cause harm to breast-fed children. Avoid contact during pregnancy/while nursing. Developmental Effects Teratogenicity: Not available. Embryotoxicity: Not available. Toxicologically Synergistic Materials: Not available. Section 12: ECOLOGICAL INFORMATION Ecotoxicity: Not available. Persistence / Degradability: Not available. Bioaccumulation / Accumulation: Not available. Mobility in Environment: Not available. Other Adverse Effects: Not available. Section 13: DISPOSAL CONSIDERATIONS Disposal Instructions: Disposal should be in accordance with applicable regional, national and local laws and regulations. Local regulations may be more stringent than regional or national requirements. Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 10 of 12 Section 14: TRANSPORT INFORMATION U.S. Department of Transportation (DOT) Proper Shipping Name: UN1950, AEROSOLS, 2.1 Class: 2.1 UN Number: UN1950 Packing Group: Not applicable. Label Code: Canada Transportation of Dangerous Goods (TDG) Proper Shipping Name: UN1950, AEROSOLS, 2.1 Class: 2.1 UN Number: UN1950 Packing Group: Not applicable. Label Code: Section 15: REGULATORY INFORMATION Chemical Inventories US (TSCA) The components of this product are in compliance with the chemical notification requirements of TSCA. Canada (DSL) The components of this product are in compliance with the chemical notification requirements of the NSN Regulations under CEPA, 1999. Federal Regulations Canada This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations and the MSDS contains all the information required by the Controlled Products Regulations. WHMIS Classification: Class A - Compressed Gas. Class B5 - Flammable Aerosols. Class D2A - Respiratory sensitization. Class D2B - Skin sensitization. Class D2B - Skin irritant. Class D2B - Eye irritant. Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 11 of 12 Hazard Symbols: United States This SDS has been prepared to meet the U.S. OSHA Hazard Communication Standard, 29 CFR 1910.1200. SARA Title III Component Section 302 (EHS) TPQ (lbs.) Section 304 EHS RQ (lbs.) CERCLA RQ (lbs.) Section 313 RCRA CODE CAA 112( r ) TQ (lbs.) Polymeric Methylene Diphenyl Diisocyanate Not listed. Not listed. Not listed. 313# Not listed. Not listed. Isobutane Not listed. Not listed. Not listed. Not listed. Not listed. 10000 Dimethyl ether Not listed. Not listed. Not listed. Not listed. Not listed. 10000 State Regulations Massachusetts US Massachusetts Commonwealth's Right-to-Know Law (Appendix A to 105 Code of Massachusetts Regulations Section 670.000) Component CAS No. RTK List Polymeric Methylene Diphenyl Diisocyanate (PMDI) 9016-87-9 Listed. Isobutane 75-28-5 Listed. Dimethyl ether 115-10-6 Listed. New Jersey US New Jersey Worker and Community Right-to-Know Act (New Jersey Statute Annotated Section 34:5A-5) Component CAS No. RTK List Polymeric Methylene Diphenyl Diisocyanate (PMDI) 9016-87-9 Listed. Isobutane 75-28-5 SHHS Dimethyl ether 115-10-6 SHHS Note: SHHS = Special Health Hazard Substance Pennsylvania US Pennsylvania Worker and Community Right-to-Know Law (34 Pa. Code Chap. 301-323) Component CAS No. RTK List Isobutane 75-28-5 Listed. Dimethyl ether 115-10-6 Listed. Section 16: OTHER INFORMATION Disclaimer: The information contained in this document applies to this specific material as supplied. It may not be valid for this material if it is used in combination with any other materials. It is the user’s Fire Block 113 SAFETY DATA SHEET / MATERIAL SAFETY DATA SHEET Date of Preparation: September 12, 2016 Page 12 of 12 responsibility to satisfy oneself as to the suitability and completeness of this information for his own particular use. Date of Preparation of SDS: September 12, 2016 SDS Expiry Date (Canada): September 11, 2019 Version: 1.1 Submittal 09 29 00 American Gypsum 5960 Berkshire Ln., #800 Dallas, TX 75225 214-530-5500 www.americangypsum.com Technical Information 1-800-545-6302 ext. 5607 R FireBloc® Type X gypsum wallboard is the preferred product in the industry due to its consistently high quality standards. The core has been reinforced with the addition of fibers, increasing its strength and providing fire resistance ratings when used in tested assemblies. The fire-resistant gypsum core is encased in 100% recycled natural-finish paper on the face side and sturdy liner paper on the back side. The face paper is folded around the long edges to reinforce and protect the core, with the ends being square-cut and finished smooth. Long edges of the panels are tapered, allowing joints to be reinforced and concealed with a joint compound system. American Gypsum products contain no asbestos and no detectable levels of formaldehyde. DESCRIPTION FireBloc Type X wallboard is used as a covering material for interior walls and ceilings in residential and commercial applications that often require specific fire rated assemblies. It is designed for direct attachment by screws, nails or adhesive to wood or metal framing and even existing surfaces. With joints covered, FireBloc Type X gypsum wallboard will resist the passage of smoke. For additional information on smoke barriers, refer to Gypsum Association publication, “Building and Inspecting Smoke Barriers” (GA-618). BASIC USES FireBloc Type X gypsum wallboard has achieved UL Environment's GREENGUARD GOLD Certification. GREENGUARD Certified products are scientifically proven to meet some of the world's most rigorous, third-party chemical emissions standards, helping reduce indoor air pollution and the risk of chemical exposure while aiding in the creation of healthier indoor environments. For more information, visit www.ul.com/gg. GREENGUARD CERTIFICATION FROM UL ENVIRONMENT FireBloc Type X gypsum wallboard is intended for interior applications only. Avoid exposure to temperatures exceeding 125°F (52°C), e.g., located adjacent to wood burning stoves and or heating appliances. Avoid exposure to excessive or continuous moisture before, during and after installation, e.g., swimming pools, saunas or steam rooms. Eliminate any sources of moisture immediately. FireBloc Type X gypsum wallboard is a nonstructural product and should not be used as a nailing base. Spacing of wall and ceiling framing should not exceed 24”o/c. To prevent noticeable sag in ceilings, the weight of overlaid unsupported insulation should not exceed the following recommendations: Insulation blankets or batts should be recessed, with flanges attached or friction fitted to the sides of the studs or joists. LIMITATIONS MAXIMUM SPACING OF FRAMING (WOOD OR METAL) Single Ply Thickness Application Maximum Framing O/C Spacing Ceilings Walls 5/8” 5/8” Parallel to Framing Perpendicular to Framing 16”o/c 24”o/c 5/8” 5/8” Parallel to Framing Perpendicular to Framing 24”o/c 24”o/c FRAMING 24”o/c PRODUCT PSF (LBS. PER S/F) OF INSULATION 5/8” FireBloc Type X 2.2 (10.7 kg/M²) STORAGE AND HANDLING Gypsum board does not generate or support the growth of mold when it is properly transported, stored, handled, installed, and maintained. However, mold spores are present everywhere and when conditions are favorable; mold can grow on practically any surface. GYPSUM BOARD MUST BE KEPT DRY to prevent the growth of mold. Gypsum board must be stored in an area that protects it from adverse weather conditions, condensation, and other forms of moisture. Job site conditions that can expose gypsum board to water or moisture must be avoided. Gypsum board must be protected during transit with a weather-tight cover in good condition. Plastic shipping bags are intended to provide protection during transit only and must be promptly removed upon arrival of the load. Failure to remove the shipping bag can increase the likelihood of developing conditions favorable to the growth of mold. Gypsum board that has visible mold growth must not be used. For additional information refer to Gypsum Association publication, “Guidelines for the Prevention of Mold Growth on Gypsum Wallboard” (GA-238). Type X Gypsum Wallboard R R Ma d e i n t h e U S A F I R E B L O C T Y P E X Pa n e l t i p o X p a r a i n t e r i o r e s Manufacturing ASTM C 1396 Installation ASTM C 840 Gypsum Association GA-216 Gypsum Association GA-214 Nail Pull, Humidified, Deflection, ASTM C 473 Flexural Strength, Core Hardness Surface Burning Characteristics ASTM E 84 Flame Spread 0 Smoke Developed 0 Fire rated assemblies are specified from tests performed by independent laboratories. These designs are made up of specific materials in a precise configuration. When choosing construction details to meet certain fire resistance requirements, care must be taken to insure that each compo- nent of the selected assembly is the one specified in the test and are assembled in accordance with the requirements of the design. Job Name: Contractor:Date: DCN1052 October 2020 SIZES Thickness Widths Lengths Edge Type UL Type 5/8” (15.9mm) 4’ (1219mm) 8’ – 14’ (2438mm – 4267mm) Tapered AGX-1, AGX-11 5/8” (15.9mm) 54” (1372mm) 12’ (3658mm) Tapered AGX-1, AGX-11 Special lengths or edges may be available on special order. Consult your American Gypsum sales representative for details. Thermal Resistance “R” Value 5/8” = 0.61 Installation - The building temperature shall be maintained at not less than 50ºF (10ºC) for adhesive application of gypsum board, during joint treatment, texturing, and decoration. When a temporary heat source is used the temperature shall not be more than 95°F (35°C) in any given room or area. Adequate and continuous ventilation shall be provided in the working area during the installation and the drying or curing period. The design professional has the ultimate responsibility for location of control joints. Decoration - The design professional, contractor and or owner shall review Gypsum Association’s bulletin, “Recommended Levels of Gypsum Board Finish” (GA-214), in order to specify the proper level of drywall finishing needed to assure the desired results. For best painting results, all surfaces, including joint compound, should be clean, dust-free and not glossy. To equalize the porosities between the face paper and joint compound and improve fastener and joint concealment, the surface shall be primed and sealed with a full-bodied drywall primer before texturing or final decoration. The selection of the proper paint to give the specified or desired finished characteristics is the responsibility of the design professional, contractor and or owner. Gypsum board that is to have a wall covering applied to it should be prepared and primed as described for painting. PRODUCT DATA FIRE RESISTANCE RATINGS SUBMITTAL APPROVALS GOOD BUILDING PRACTICES APPLICABLE STANDARDS R R Ma d e i n t h e U S A F I R E B L O C T Y P E X Pa n e l t i p o X p a r a i n t e r i o r e s STORAGE & HANDLING Gypsum board must be stored off the ground and under protective cover. Sufficient risers must be used to assure support for the entire length of the wallboard to prevent sagging. Gypsum board must be delivered to the job site as near to the time it will be used as possible. Individuals delivering gypsum board to jobsites should ensure that it is carried, not dragged, to place of storage/installation to prevent damage to finished edges. Gypsum board shall always be stacked flat - NEVER on edge or end. Gypsum board stacked on edge or end is unstable and presents a serious hazard should it accidentally topple. Gypsum board should be placed so weight is evenly distributed and the floor is not overloaded. ,:,E�!,IIT NC ADD' E', a'I L 0 r- f -1 Tn,- a,'uove addreE.'s me"a't'S Or 'rate,:�t-)n sel fo;t,�,j tf'�e 200f, wa, a,)ne �r, co:npiiarj:�e W�+I, he Re(Iu!atjn-,,- of TexaL, Depattr,lent and Vie EPA Registered Mar, Ljia,,+Ijj ar",,, Dim,;Ikians focthe Use ofPpyp-ors. Nac)e of Prrs+e�.dun Frw:�Je, �C or ir, ar, V): 6� R-,,far Nn.: 91 N -72v beim ,4 (JL' y cf� sejj ano ,ay thx Tp i#' rmatior, containod irt P-te ahuve a,,')pk,.,�%-hcr;tri, ,�l � Dwledge and "-allef K n2 o S Subsc&ea and swo-n to -Xtr.re tt,,s —a—c'ay &f A 20 A il-,rce.ry PW,,,'icn and f,,r the Smmez-f Texar. Delooes Lemorm My Goners Expkw 08/3(V2023 10 No. 1321545(X =i Ellerbee-HNICALWaczak, Inc. OTECG CONSTRUCTION MATERIALS TESTING SERVICES -kEPORT NO.: SS45854 REPORT OF: Visual Inspection CLIENT: Wright Construction Company, Inc PROJECT: Wright Construction Office DATE: 09/06/2022 If you have any questions, please feel free to contact us. Hector Martinez General Manager 4501 Broadway Ave. - RO. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 P.O. Box 2472 Burleson,'FX 76097 Office 817-680-3232 Cell 817-726-1456 Cell 214-517-7293 bkhinspection(q?.gmail.com www.bkbinspectionservices.com REPORT OF VISUAL INSPECTION Client: Ellerbee Walczak, Inc (EWI) Report No.: Project No.: Project: Wright Construction Office Date of Service: Purchase Order No.: Services: Visual Inspection Page Drawings Utilized: Locations and Items Inspected: Discrepancies/Comments: Contract Documents Steel framing (no grid lines). I. Building interior steel framing bolted connections Level I to 2: SS45854 N/A 09-06-2022 N/A I of A) The anchor bolts at base plates appear to be properly tensioned per the Contract Documents. -Compliant B) The column to beam bolted connections (1,4,5/ S33) appear to be properly tensioned per the Contract Documents. -Compliant 11. Porch steel framing bolted connections Level 1: A) The anchor bolts at base plates appear to be properly tensioned per the Contract Documents. -Compliant -nl,, te Eric Martin CW1 #97071361 Lisa Sanaszek Managing Partner Technician/ Inspectors Signature BKH Inspection Services, LI.C. Limitations: The test results herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality icomposalion, apticarance, performance, etc,) or any other feature or similar subject matter pro%ided by persons or conditions over which we hale no control, this document is net a warranty or guaranty of the components inspected, it is intended to provide information as to the components inspected. =Ellerbee-Walczak Inc. GEOTECHNICAL ENGINEERING & CONSTRUCTION MATERIALS TESTING SERVICES REPORT NO.: SS45860 REPORT OF: Visual Inspection CLIENT: Wright Construction Company, Inc PROJECT: Wright Construction Office DATE: 09/12/2022 Enclosed is the visual report performed on Wright Construction Office on September 12, 2022. BKH Inspection Services, LLC was used to perform this inspection. If you have any questions, please feel free to contact us. Hector Martinez General Manager Cc: Wright — Ashley Wright awright@wrightconst.com 4501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 P.O. Box 2472 Burleson, TX 76097 Office 817-680-3232 Cell 817-726-5456 Cell 214-517-7293 bkhinspection(a7,grnail.corn www.bkhinspectionservices.com i01 M IF-1 N 101K.1 9 KU V [0301 Client: Ellerbee Walczak, Inc (EWI) Report No.: Project No.: Project: Wright Construction Office Date of Service: Purchase Order No.: Services: Visual Inspection Page: Drawings Utilized: Contract Documents Locations and Items Inspected: Stair (no grid lines). Discrepancies/Comments: MOMMEOM SS45860 N/A 09-12-2022 N/A I of I A) The stringer to landing (Level 1.5) and landing to column (Level 2) bolted connections have missing washers. -Non-Compliant 13) The landing to column (Level 2) welded connections have undersize welds and slagged over welds.- Non -Compliant Q The landing clip angle welded connections appear to be visually acceptable per the Contract Documents. - Compliant D) The landing bolted connections appear to be properly tensioned per the Contract Documents. -Compliant NOTE The site contact was made aware of non-compliance. 4 xtte Eric Martin CW1 #97071361 , 51 t isa Ranastek - Managing Partuet Technician/ Inspectors Signature BKH Inspection Services, LLC. Limitations: The test results herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance. perkmunce, etc. i or any other feature of,irrular subject matter provided by persons or conditions over which we have no control, this document is not a warranty or guaranty of the components inspected, it is intended to provide information as it) the components inspected. TYTAN PR OFE SSI ONAL F ire Block 113 Insulating Foam Se alant FMS -FFBDES G1-T P-76-oz-24-124 Item number: 10038343 TYTAN PROFESS IONAL Fire B lock 113 meets or exceeds all fire block and dra. s top s tandards. It is not an approved fire s top sealant. It is designed for the most extreme high heat and l ow humidity regions . It offers industry-leading 113°F ambient and can temperature without s hrinking and melting in the gap. Orange in color for eas y ins pection recognition. It offers indus try-leading expansion to fill and seal gaps in the mos t extreme conditiond. Applications incl ude: electrical outlets , wire pas s ages, ductwork, and any air passages from one building area to another. It offers premium adhes ion to mos t construction materials including: wood, metal, mansory, grass, PVC and most pl as tics . With T Y TAN Professional Fire Block 113 you can B uild with Confidence! BENEFITS lo w foam flammability or ange color for easy identif ication adher es to most constructio n mater ials pr ovides air and water tight seal made to perfor m in extr eme temper ature applications APPLICATION f illing free spaces , cracks, gaps, pipe penetratio ns sealing roof, wall and floo r joints sealing around electr ical boxes and wir ing penetrations sealing around plumbing, HVAC and gas line penetr ations 1/6 NORM S / ATESTS / CE RTIFICAT E S Additional information NFPA 286 UL 723: Flame S pr ead 15, Smoke Development 10 ASTM E84 TECHNICAL DATA P arameter (73°F (+23°C)/50% RH)Val ue Nominal value [oz]24 Yield using 1/2” bead [ft]984 Yield using 1/4” bead [ft]3937 S kin f o rmation time (EN 17333-3:2020) [min]≤ 10 Cutting time (EN 17333-3:2020) T he r esult given for a foam strip of 3 cm diameter . [min]≤ 40 Full cur e time (RB024) [h]24 Flame spread / S moke developed ((UL723 (ASTM E84))15/10 R value (per inch)4 - 5 Conditions of appl ication Val ue Can / applicator temper ature [°F] (optimum 68°F)59 - 113 Ambient/su bs tr ate temper atur e [°F]59 - 113 Col our Val ue Orange + ME THOD OF USE Pr ior to application, r ead safety instr uction presented at the end of TDS and in MSDS . 2/6 Sur face pr epar atio n The wor king sur face sho uld be clean and fr ee o f any dust, o il, grease, etc. Cover and pr otect surfaces not intended for f o am exposure. Pro duct preparation If necessar y, the pr oduct should be br o ught to r oom temperatur e; e.g. by immer s ion in war m water (max temp up to 86°F (+30°C)), o r by allowing the pr oduct to warm to r oom temperatur e f o r at least 24 hour s . Gun temper ature cannot be lower than the can temperatur e. Use protective gloves, mask and glasses. S hake the can vigo rou sly for 30-45 seconds. Remove the protective cap, invert the can and scr ew the can f ir mly onto the dispensing gun using the plas tic collar and do no t o vertigh ten. Maintain the can in an upside-down, inver ted position du ring the application. Adjust the control kno b on the gun h andle to achieve the desir ed applicatio n flow. Point the gun into a trash can and slowly pull the trigger to test dispensing f low r ate until desired bead size is deter mined. Applicatio n Always dis pense the product with the can inver ted, valve down. W hile applying the fo am, maintain a consistent pu lling motio n with the gun tip leading the direction the foam will be applied. Ver tical gaps should be filled with the foam starting at the botto m and moving up. Do not f ill the entir e gap, the foam will increase in volume. S ealing gaps gr eater than 3.01 inches (7.65 cm) is not recommended. Gaps wider than 1.18 inch es and less than 3.01 inches should be filled fr om th e botto m to the to p, in a zigzag pattern. If the application o f the foam is delayed for mor e th an 5 minutes, clean the applicator tip with TYTAN Foam Cleaner and vigor ously s hake the can prior to r esuming application. Upon f inis hing the application, tighten the co ntrol knob, clean the gun tip with T Y T AN Fo am Cleaner, leave the gun attached and stor e the can in an upr ight po sition. 3/6 Works after co mpletion of applicatio n Cur ed foam will be damaged when exposed to UV rays. Pr otect cur ed foam by co vering or painting. After completion o f wor k, the gun sho uld be thor oughly cleaned using T YTAN Foam Cleaner. W hen the can is empty, tighten the contr o l knob, unscrew the can from the gun and spray the tip and basket of the gu n with TYTAN Foam Cleaner . T hen scr ew o n the can o f T Y T AN Foam Cleaner, open the contr ol knob and squeeze the tr igger u ntil clear foam cleaner so lution is f lowing o ut of the gun. Tighten the contr ol knob to ensu re no air will enter the barr el of th e gun and unscr ew the fo am cleaner fr o m the gun. Remar ks / r estrictio n Doors and W indo ws should be connected to str u ctur al framing acco rding to the manufactur er 's recommendations. Use of this pr oduct does no t redu ce th e r equirement of mech anical f astener s specified by window and door manufacturers. W ater , Gas and Electr ical Piping s hould always be properly secur ed to needed substrate with r egulator y mechanical fas tener s per building code. Fire Block foam sealant is safe for sealing and insulating on and arou nd all PVC, metal and plastics water , gas and electrical piping. Always leave th e can on the gun until a new can is needed to continu e or start a new application. Th e can shou ld o nly be r emo ved when empty and a new can is needed to complete the same job. Ensur e the contr ol knob is tigh tened when th e pr oduct is not in use. Air entering the bar r el of the gun for more than 2-3 minutes will decr ease the efficiency and life of your gun. The cu ring of the pro duct is dependent on temper ature and humidity. A significant decr ease in temperatur e with in 24 hour s of application can affect the pr oduct's properties and adhesion. Use o pened produ ct within seven days. The pro duct will not adhere to polyethylene, po lypr opylene, po lyamide, silico ne and T eflon. Quality and condition o f the gun can impact th e per formance of the foam product. Uncured foam can be r emo ved with TYTAN Foam Cleaner . Har dened foam may be r emoved mechanically (e.g. with a knif e). For the safety of th e installer , always ensur e access to adequate ventilation dur ing the application of polyurethane foams. 4/6 REM ARKS / RESTRICTION All par ameter s are based o n tests compliant with manufactur er's inter nal standar ds and ar e high ly dependent on envir onmental conditions during application and cur ing o f the foam (ambient and sur face temper atures, condition o f applicator and the skill of the installer). Initial tr imming of foam is based on th e Cut time specified per pr oduct. If the Cut time is not specified, tr imming is only to be attempted after the foam is f ully cur ed. The manufactur er uses test methods appr o ved by FEICA, designed to deliver transparent and r epr o ducible test results and to ensu re that customers have an accur ate repr esentation of pr oduct per fo rmance. FEICA OCF test methods ar e available at: http://www.feica.co m (Ou r industr y -> PU Foam (O CF) -> OCF Test Methods). FEICA is a multinational asso ciation representing the Euro pean adhesive and sealant industry, including one-component f oam manu factur ers. TRANS PORT / S TORAGE The foam maintains its usability within 18 mo nth s f rom the manufactur ing date, pr o vided that it is sto red in the o riginal packaging in a ver tical po sition (valve facing up) in a dry place at a temperatur e f rom 41°F (+5°C) to 86°F (+30°C). S to rage at a temper ature exceeding 86°F (+30°C) shor tens the shelf lif e of the product, adver sely affecting its parameters. T he product may be sto red at a temperatur e of 23°F (-5°C), no longer than for 7 days (excluding tr anspor t). Stor age o f fo am cans in temper atur es exceeding 122°F (+50°C) or in th e vicinity o f o pen flame is not allowed. Stor age of the product in a position other than r ecommended may result in jamming th e valve. T he can shou ld no t be squeezed or pierced even when it is empty. Do not stor e the f o am in the passenger compar tment. Tr anspor ted only in the tru nk. Detailed tr anspor t infor matio n is included in the S af ety Data S heet (S DS ). Transport temperatur e Fo am tr anspor t per io d [days] < -4 °F (-20°C)4 -2°F ÷ 14°F (-19°C ÷ -10°C)7 16°F ÷ 32°F (-9°C ÷ 0°C)10 5/6 SAFE TY AND HE ALTH PRECAUTIONS The info rmation contained her ein is o ffered in good faith based on Pro ducer’s research and is believed to be accur ate. Ho wever, because conditions and methods of use o f o ur pr oducts ar e beyond our co ntr ol, this infor mation shall not be used in substitution f o r custo mer ’s tests to ensur e that Pr oducer ’s pr oducts are fully satisfacto ry for you r specific applications. Producer ’s sole warr anty is that the product will meet its cur r ent sales specificatio ns . Your exclusive r emedy for br each o f s uch warranty is limited to r efund of purchase pr ice or r eplacement of any pr oduct shown to be other than as warr anted. Pr oducer specifically disclaims any other expr essed or implied warr anty of fitness for a par ticular purpose or merchantability. Pr o ducer disclaims liability for any incidental or co ns equential damages. S uggestions of us e shall not be taken as inducements to infr inge any patent. 6/6 Upda te da te: 06.09.2022 r---------------, I II .,B-2 I -$-B-3 ), .;~ "<~; WALL STREET (, I --..::r I I PROPOSED BUILDING I L-;J -$-B-1 ,I...___________ I I I I t;"..J r..J :~ I tH ~ CIj ffi ~ f!l ~ CIj LEGEND: -$-Boring Location o 25 50 FEET ,...___ f APPROXIMATE SCALE PLAN OF BORINGS Ellerbee Walczak, Inc.L=a~11 Wright Office Building Wall Street & Scribner Street EWI Project No. WC195433 Grapevine, Texas Ellerbee-Walczak, Inc. BORING NUMBER B-14501 Broadway Avenue PAGE 1 OF 1Haltom City, Texas 76117 Telephone: 817-759-9999 Fax: 817-759-1888 CLIENT Wright Construction PROJECT NAME Wright Office Building PROJECT NUMBER WC195433 PROJECT LOCATION Wall St & ... -'L 'St. GI -,TX DATE STARTED 12116/19 COMPLETED 12116/19 GROUND ELEVATION N/A GROUND WATER LEVELS: DRILLING METHOD Continuous Flight Auger AT TIME OF DRILLING 23.0 ft .!: AT END OF DRILLING 24.0 ft NOTES AFTER DRILLING -- (/) A, '-'MIT! ,~ I W ~ ~ w~ ZIL 0 W0 ~ CO....; LL-a::~ ~ I::r:: :I:(!) out: !::'5' ::>10 Z~I-~ MATERIAL DESCRIPTION w ,~o-_ o-!!l I-z QI-x O~ILl!:: ILo ..J E-CI)C:~"" zQ. (/)w i=!:: ~w oew~ ~..J IL (/)8l-~(/)(I) ::>~ -I::>(/):E0 :E ~ ti ~ ~ a.Q.. >oz o~ ::5::J 1-0 (/)(!) .2 0(1):;2" a:: :EO ::J..J (/)z W<1: COcl-Q.. .. o 0 0 IL ::5Z 0 (/) :z;:u'1i5~ IL u::: Dark brown clayey sand IX 55 N=5 14 26 16 10 27- -Rcudi$h-brown clayey sand -IX 55 N =11 14 30 16 14 5 I Light brown sandy clay IX 55 N = 15 13 49 18 31- Gray and brown clay -5T P= 3,5 20 61 22 39 10 - 5T P=3,O ---1.L -.',.' :':>, Light tan cemented silty sand 0 ~ '", ~ ..,:> ':'-:, '/' IX~ 55 N = 50/2" ~ (' ~ ',' :", :,:'::,::': " ::::' ):': ~ -:;.:,:~::, ~,:'. , :", ~ IXiii -': ,:/ 55 N:; 50/3" 25 :'::, • Bottom of hole at 25 feet. FIGURE 2 0 ~ b ~ <I) ::::> I-z S ..., 0.. (!) ,.; '" ~ ~ <I) z ::ll ::::> oJ 0 c..l ::c <Xl ::c c..l UJ I 0 UJ (!) Ellerbee-Walczak, Inc. 4501 Broadway Avenue Haltom City, Texas 76117 Telephone: 817-759-9999 Fax: 817-759-1888 CLIENT Wright Construction PROJECT NUMBER DATE STARTED 12116/19 COMPLETED ~'-'-"'~__ DRILLING METHOD Continuous Flight Auger NOTES MATERIAL DESCRIPTION Brown clayey sand Reddish-tan and brown clayey sand Reddish-brown clayey sand Gray and brown clay -Light tan and brown clay - Brown and light tan cemented silty sand Bottom of hole at 25 BORING NUMBER B-2 PAGE 1 OF 1 PROJECT NAME Wright Office Building PROJECT LOCATION GROUND ELEVATION -ON=/A'-'--___ GROUND WATER LEVELS: AT TIME OF DRILLING ~.L-____________ AT END OF DRILLING -,D~ry.L-____________ AFTER DRILLING '"w ~ ~a. .Q ~ tIl. ....: oLi: LL:c w ~~S-c~~...J a. ~ <1> Iii IS :itt ~ .Q£6lii~··III el-a. .. 0C/) :z-:o.:Ii5~ I Z W ~ I 0 z~ i=!:: -x O:;R ~w oe...C/):i 1-0 C/):5:::i C/)z w a. :5z a. iL P =0.75 10 17 16 21 16 28 14 14 21 34 20 14 ST P=3.5 63 25 38 ST P =4.5+ 18 42 18 24 SS N =50/4" FIGURE 3 Ellerbee-Walczak, Inc. BORING NUMBER B-34501 Broadway Avenue PAGE 1 OF 1 Haltom City, Texas 76117 Telephone: 817-759-9999 Fax: 817-759-1888 CLIENT Wright Construction PROJECT NAME Wright Office Building PROJECT NUMBER WC195433 PROJECT LOCATION Wall St. &.,. _I~ •St. ~, TX DATE STARTED 12/16/19 COMPLETED 12/16/19 GROUND ELEVATION -=N=/A=-..:....-___ GROUND WATER LEVELS: DRILLING METHOD Continuous Flight Ayger AT TIME OF DRILLING -.!D~I'Y.L-____________ AT END OF DRILLING -'D""I'YCL-____________ NOTES AFTER DRILLING - I I-~ Q.~ Cl 0 - ' .. -I-ST Qu!: 8.32 108 19Reddish-tan sandy clay - ST P =4.5+ 5 I~ Bottom of hole at 5 feet. en z ::!: :::> ..J o () :r CD :r () w Io ~L_____L_~_______________________________________~______________~__~__~__~~__~__~ () Ie!) MATERIAL DESCRIPTION 0.0 w~ ~..J e!) Light tan and brown clayey sand .. N=8 18 32 18 14 FIGURE 4 SOIL CLASSIFICATION CHART SYMBOLSMAJOR DIVISIONS GRAPH LETTER CLEAN GWGRAVEL GRAVELS AND FRACTION FRACTION GRAVELLY SOILS (LITTLE OR NO FINES) GP COARSE GRAINED GRAVELS WITH MORE THAN 50% GMFINESSOILS OF COARSE RETAINED ON NO. 4 SIEVE (APPRECIABLE GCAMOUNT OF FINES) CLEAN SANDS SWSANDMORE THAN 50% OF MATERIAL IS AND LARGER THAN SANDY NO. 200 SIEVE SOILS (LITTLE OR NO FINES) SIZE SP SANDS WITH SMMORE THAN 50% FINES OF COARSE PASSING ON NO. 4 SIEVE (APPRECIABLE AMOUNT OF FINES) SC ML MORE THAN 50% OF MATERIAL IS MHSMALLER THAN NO. 200 SIEVE SIZE SILTS LIQUID LIMIT AND CHGREATER THAN 50 CLAYS TYPICAL DESCRIPTIONS WELL-GRADED GRAVELS, GRAVEL SAND MIXTURES, LITTLE OR NO FINES POORLY -GRADED GRAVELS, GRAVEL -SAND MIXTURES, LITTLE OR NO FINES SILTY GRAVELS, GRAVEL -SAND SILT MIXTURES CLAYEY GRAVELS, GRAVEL -SAND CLAY MIXTURES WELL-GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES POORLY-GRADED SANDS, GRAVELLY SAND, LITTLE OR NO FINES SILTY SANDS, SAND -SILT MIXTURES CLAYEY SANDS, SAND -CLAY MIXTURES INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO SILTS MEDIUM PLASTICITY, GRAVELLY LIQUID LIMIT FINE AND CL CLAYS, SANDY CLAYS, SILTY LESS THAN 50GRAINED CLAYS CLAYS, LEAN CLAYS SOILS ORGANIC SILTS AND ORGANIC OL SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS INORGANIC CLAYS OF HIGH PLASTICITY ORGANIC CLAYS OF MEDIUM TO OH HIGH PLASTICITY, ORGANIC SILTS PEAT, HUMUS, SWAMP SOILS WITH HIGHLY ORGANIC SOILS PT HIGH ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS Figure 5 Laboratory Compaction Characteristics of Soil 02- 01 00- 99-- 98-- 97 - r- 95- 4 A 3 92- 91 1 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Per -cent Moisture Soil: Optimum Moisture %: Maximum Dry Density P.C.F Penetrometer Reading: Classification Method: Report #: Project: Company: Date: Technician: Location: Proctor Test Method: Rammer: Atterberg Limits Test Method: Liquid Limit: Plastic Limit: Plasticity Index: Comment: #ector Martinez, General Manager Grey and tan clay { Chemical Injected 21.7 101.7 4.5 4.5 15 2 1 ASTM D-2487 or 2488 (CH) P-29424 Wright Construction Office Wright Construction Co, Inc 2/16/2022 Joshua H Guiles Stockpile ASTM D-698A Mechanical ASTM D-4318-05 51 24 27 Distribution: Wright Construction Co, Inc - Ashley Wright NtVare'nce, Texas Firm No. F-4610 4501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 P-29424 Page 1 of 1 Ellerbee-Walczak Inc CONSTRUCTION MATERIALS TESTING SERVICES Laboratory Compaction Characteristics of Soil 14m161718/920 21 23 24 252*27 2829 Soil: Optimum Moisture %: Maximum Dry Density P.C.F Penetrometer Reading: Classification Method: Report #: Technician: Location: Proctor Test Method: Atterberg Limits Test Method: Liquid Limit: Plastic Limit: Plasticity Index: Comment: Hector Martinez, General Manager Tan and reddish -brown sandy clay ( Chemical ) 18.4 108.7 4,5 4.5 3.5 2 1 P-2A425 Wright Construction Office Wright Cne{mctionCo.\nc 2116/2022 Joshua HGuiles Stockpile ASTMD-6Q8A Mechanical ASTM D4318-05 44 22 21 Distribution: VVhghtCunutruuUonCo.inc-Aeh|myVVright 41wir �c. Texas Firm No. F-4610 4501 4800 78117 P'29425 Page 1of1 ID # Age Test Load Frac. Strength Pass Design ID: 257-A Date (lbs.) Type (PSI) Fail Ticket: 1282820 1 7 8/25 51190 3 4074 Truck: 992TG 2 28 9/15 Batch Time: 6:24 AM 3 28 9/15 Sample Time: 6:58 AM 4 28 9/15 Ambient Temp: 74 Material Temp: 88 Air %: 3.1 Unit Weight (pcf): 145.6 Consolidation: Redding Slump (inches): 6 Location: 20ft N to S from W Wall St - 5ft E to W from building West parking lot Remarks: Strength requirement given by foreman (Mike). M- 10ITZMARM Specifications: Field and laboratory tests by EWI are per applicable ASTM Standards: C31, C39, C1 38, C143, C1 72, 064, and C617 or C1231 Hector Martinez, General Manager Neill Lawrence, Jr. P.E. Texas Firm No. F-4610 Distribution: Wright Construction Co, Inc - Ashley Wright 4501 Broadway Ave. • P.O. Box 14809 • Haltom City, Texas 76117 Office 817-759-9999 • Fax 817-759-1888 C-46388 Page 1 of 1 VT. MMMI, :4 ,Lq lei I Lt I :I =I N I COMPRESSIVE STRENGTH (48 inch. Cylinder) Client: Wright Construction Co, Inc Report #: C-46230 Project: Wright Construction Office Technician: Saul Martinez Supplier: Cow Town Redi Mix Placement: 7/28/2022 Strength*: 3500 PSI ID# Age Test Load Frac. Strength Pass Design ID: 250-A Date (lbs.) Type (PSI) Fail Ticket: 691137 1 7 8/4 38815 2 3089 Truck: 937 2 28 8/25 47150 3 3752 Pass Batch Time: 10:06 AM 3 28 8/25 49885 3 3970 Pass Sample Time: 10:40 AM 4 28 8/25 48485 3 3858 Pass Ambient Temp: 89 Material Temp: 79 Air %: 5.5 Unit Weight (pcf): 141.6 Consolidation: Rodding Slump (inches): 4.5 Location: Northeast Sidewalk of Building il illpl! Specifications: Field and laboratory tests by EWI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231 Hector Martinez, General Manager Distribution: Wright Construction Co, Inc - Ashley Wrigi /en Firm axes OR/ No. F-4610 C-46230 Page 1 of 1 ID# Age Test Load ------ --- -- --- Frac. Strength Pass Design ID: 257-A Date (lbs.) Type (PSI) Fail Ticket: 1279423 1 7 7/1 72330 3 5756 Truck: 991 TG 2 28 7/22 79930 3 6361 Pass Batch Time: 9:13 AM 3 28 7/22 78200 3 6223 Pass Sample Time: 9:48 AM 4 28 7/22 77665 3 6180 Pass Ambient Temp: 90 Material Temp: 85 Air %: 3.3 Unit Weight (pcf): 144.9 Consolidation: Rodding Slump (inches): 3.5 Location: East parking lot 1 Oft East of building; aft North to South Remarks: * Specified Strength Requirement given by: Concrete delivery ticket 1 its and C•17 or C1 231 '46' �-W" Hector Martinez, General Manager exas Firm No. F-4610 Distribution: Wright Construction Co, Inc - Ashle)t Wrig 4501 Broadway Ave. - P.0, Box 14809 - Haltom City, Texas 76117 C-46054 Office 817-759-9999 - Fax 817-759-1888 Page 1 of 1 nuEllerbee-Walczak Inc. GEOTECHNICAL ENGINEERING & CONSTRUCTION MATERIALS TESTING SERVICES COMPRESSIVE STRENGTH (4x8 inch. Cylinder) Client: Wright Construction Co, Inc Report #: C-45903 Project: Wright Construction Office Technician: Issac Gutierrez Supplier: Cowtown Redi Mix Placement: 5/17/2022 Strength*: 4000 PSI ID# Age Test Load Frac. Strength Pass Design ID: 260 Date (lbs.) Type (PSI) Fail Ticket: 687390 1 7 5/24 44785 3 3564 Truck: 963 2 28 6/14 58555 3 4660 Pass Batch Time: 11:57 AM 3 28 6/14 52100 3 4146 Pass Sample Time: 12:50 PM 4 28 6/14 60070 3 4780 Pass Ambient Temp: 95 Material Temp: 91 Air %: 4 Unit Weight (pcf): 145.7 Consolidation: Rodding Slump (Inches): 5 -T a, 41-1 M." * Specified Strength Requirement given by: Concrete delivery ticket Specifications: Field and laboratory tests by EWI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231 Hector Martinez, General Manager Distribution: Wright Construction Co, Inc - Ashley Wright Noance(�Jr. P.E. Texas Firm No. F-4610 4501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 C-45903 Office 817-759-9999 - Fax 817-759-1888 Page 1 of 1 Em Client: Wright Construction Co, Inc C45879 P Wright Construction Office Technician: Supplier: Cow Town RediMix Placement: 5/6/2022 Strength*: 4000PS| |D# Age Test Load Fnmc. Strength Pees Dmbm Aboj Type (PSI) Fail 1 7 5113 73265 3 5830 2 28 8/3 86490 2 6883 Pmea 3 28 8/3 80880 2 6432 Poeu 4 28 8/3 80640 5 8417 Pass ° Specified Strength Requirement given by: Concrete delivery ticket M�ez, General Manager Wright Construction Co, Inc - Ashley Wrigi Design ID: 265-067 Ticket: 1275961 Truck: 1074 Batch Time: 11:36 AM Sample Time: 12:10 PM Ambient Temp: 84 Material Temp: 78 Unit Weight (pcf): 148 Consolidation: Rodding Slump (inches): 5 Texas Firm No. F-4610 450114809 Haltom City, Texas 76117 |D# Age Test Load Frac. Strength Date (lbs.) Type (PSI) 1 7 4/30 51215 3 4076 2 28 5/21 65400 5 5212 3 28 5/21 66095 3 5260 4 28 5/21 81625 5 4904 Location: From the end ofScribner Street toSouth 5OFt |D# Age Test Load Frmc. Strength Date (lhs.) Type (PSI) 5 7 4/30 49325 3 3925 G 28 5/21 64740 3 5152 7 28 5/21 80345 3 4802 8 28 5/21 61645 5 4908 Location: From the end nfScribner Street to South2OFt ° Specified Strength Requirement given by: Concrete delivery ticket Pass Design ID: ' — Hand Rai! Ticket: 106 Truck: 101F Pass Batch Time: 4:46AM raao Sample Time: 5:21AM raan Ambient Temp: 70 Material Temp: 0 Air%: 2 Unit Weight hpof 142.8 Consolidation: Rudding Slump (inches): S Paso Design ID: Hand Rd| Ticket 106 Truck: 935 rama Batch Time: 7:22AM Pass Sample Time: 8:10NN Pass Ambient Temp: 72 Material Temp: 70 Air%: 1.5 Unit Weight (pcf: 143.6 Consolidation: Rodding Slump (Inches): G Specifications: Field and laboratory tests byEVV are per applicable ASTM Standards: C31.C39.C138^C143.C172. Hector Martinez, General Manager Distribution: WrightConstruction Co. Inc - Ashley Wright /666KIX�aen��cl J Texas Firm No(.F�-46�106. 4501 4809 Haltom City, Texas 76117 Office 817-759-S999^Fax 817-75Q-1808 0 t/T we BASS Ma VIT14 FLTER STENE CONTI 040 W PAWMENT AND IK FILTER FAMM LAV SAGS LOMMUDWALLV N M GUTTER AT RiE 9M TRANSVOW AT GUTTER IN arr*vm STONE OVERFLOW STRUCTURE R.T.S. r 1 r Go �j J �p T ma ol� gNSIRUC 'K , ITT FL Ir RCF�SMZ 69 IS- RCP-542,2' --COICREIE 94 z RE [ME :rpvc.sals CONCRETE 6* MIN. ROADW%. CROSS-SECTION 50, MIN I CONSTRUCTION ENTRANCE DE,TAIL N.T.S. 71 FET 'OF WAY CONSTRUCTION ENTRANCE NOTES: f. STONE SIZE: 5 INCHES MINIMUM CRUSHED ROCK. 1 LENOt- AS EFFECTIVE, BUT NOT LESS THAN 50 FEET, 3. RUQWEU- NOT LESS THAN 6 INCHES. 4. WIDTH NOT LESS THAN 25 FEET. 5. WASUM- WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABLIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED TRAP, ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAIN, DITCH OR DETENTION PONDS. 6. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS, THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAI AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY, MUST BE REMOVED IMMEDIATELY. 7. DRAKAGL- ENTRANCE MUST BE PROPERLY GRADM OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. & CONTRACTOR TO COORDINATE EXACT LOCATION OF THIS DETAIL REPORT NO.: REPORT OF: Reinforcing Steel Inspection CLIENT: Wright Construction Company, Inc PROJECT: Wright Construction Office DATE: 9/1/3022 INSPECTOR: TJLuka Summary ofInspection � Items Inspected Correct | incorrect I I Items Inspected |Placing Drawings Approved x I |Dowe|Bars inPlace |Bar size &Grade x I | Lapped Splices Reinforcing Steel Clean x lColumn Ties Properly Tied &Spaced Forms Clean x I Proper Clearance from Forms |NumberofBars x | | |Ghnupspaoing/Type j8arLength &Shape x | lWeldedSp|imm Proper Bar Placement x I Mechanical Splices Properly Tied x Proper Cover Proper Bar Supports x I Plans orCut Sheets used for Inspection: E01 Plan Sheet Approval Date: 10/21/2021 Discrepancies: None Hector Martinez General Manager Cc: Wright — Ashley Wright awright@wrightconst.com Correct Incorrect � WqOTexas Firm No, F-4610 _--� �-_- On this date, reinforcing steel was inspected for the parking lot and sidewalk, 3323=. Summary of Inspection Items Inspected Correct Incorrect I Items Inspected Correct Incorrect Placing Drawings Approved x Dowel Bars in Place x Bar Size & Grade x 11-apped Splices x Reinforcing Steel Clean x Column Ties Properly Tied & Spaced Forms Clean x Proper Clearance from Forms X Number of Bars x Istirrup Spacing/Type Bar Length & Shape x lWelded Splices Proper Bar Placement x Splices Properly Tied x (Mechanical Proper Cover x Proper Bar Supports x I Plans or Cut Sheets used for Inspection: Sheet 14 Plan Sheet Approval Date: 8/16/2021 Remarks: Ashley with Wright informed rebar size is okay to be #3. Hector Martinez i e e,,�,E General Manager Texas Firm No. F-4610 Cc: Wright — Ashley Wright awright@wrightconst.com Scale: N/A Designed by LDR T Drawn by. MA13 Checked by JRK Date: AUGUST 16, 2021 Project Na. 005-006 C) > 7"gP �u 7 All; WRIGHT OFFICE BUILDING GRAPEVINE, TEXAS 1. . 03 I IT.1.1 — MPI fill M1,1111111111i'M P111111m I-1 gill 50 [1 if is J I K fill I lilt 'I Ridinger Associates, Inc. Civil Engineer, - ftnners "FR Pi NO & E4— - V1. 21 1.. 2 -SMI REPORT NO.: 74-34790-22-26den CLIENT: Wright Construction Co, Inc DATE: 8/11/2022 PROJECT: Wright Construction Office TECHNICIAN: TJ Luke TEST METHOD: ASTM D-6938 GAUGE: TROX Ser#28767 VALUE OF NO.: 1772DD-622M WEATHER: Sunny PROJECT MANAGER: None TEST RESULT PROC PCF PERCENT PERCENT OPT. PROJ. NO. DRY COMPACT MOIST MOIST SPEC 1 Pass 29347 108.2 96,0 16.8 1.9 2 Pass 29347 109.1 96.8 16.2 13 3 Pass 29347 109.4 97,0 16A 1.5 4 Pass 29347 111.1 98.5 15.2 0.3 PROCTORS USED: P-29347 112.7 PCF @ 14.9% - Reddish brown sandy clay SPECS USED: 1 Moisture at or above optimum PROBE DEPTH: 6in REMARKS: Test locations given by foreman. TEST TYPES: (H) Street Fill DEPTH ELEVATION: (AEG) At Existing Grade --- Hector Martinez, General Manager TEST LOCATIONS TYPE I H Parking Lot West of Building - Southeast AEG 1 H Parking Lot West of Building - South AEG 1 H Parking Lot West of Building - Southwest AEG I H Parking Lot West of Building - North AEG Density 95.0% min Distribution: Wright Construction Co, Inc - Ashley Wright eill 4atn4cle, Jr. P.E. Texas Firm No. F-4610 4501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 74-34790-22-26den Page 1 of 1 iffil, I Age Test Load Frac. Strength Date (lbs.) Type (PSI) 7 4/4 46295 2 3684 28 4/25 73520 5 5851 28 4/25 69825 3 5556 28 4/25 58390 3 4647 a . - - W N", M. 0 * Specified Strength Requirement given by: Concrete delivery ticket Pass Design ID: 250.01 Fail Ticket: 1272604 Truck: 1075 Pass Batch Time: 10:17 AM Pass Sample Time: 10:30 AM Pass Ambient Temp: 69 Material Temp: 75 Unit Weight (pcf): 1449 Consolidation: Rodding Slump (inches): 5.5 Specifications: Field and laboratory tests by EWI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231 Hector Martinez, General Manager Distribution: Wright Construction Co, Inc - Ashley Wright Ple Jr. exasirm'N . Fr6-16 4501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 C-45734 Office 817-759-9999 - Fax 817-759-1888 Page 1 of 1 • Client: Wright Construction Co, Inc Project: Wright Construction Office Supplier: Cowtown Redi Mix Strength*: 3000 PSI Report #: C-45735 Technician: Issac Gutierrez Placement: 3/29/2022 ID # Age Test Load Frac. Strength Pass Date (lbs.) Type (PSI) Fail 1 7 4/5 39140 2 3115 2 28 4/26 63985 3 5092 Pass 3 28 4/26 61480 3 4892 Pass 4 28 4/26 65560 3 5217 Pass * Specified Strength Requirement given by: Concrete delivery ticket Design ID: 250.01 Ticket: 1272707 Truck: 1054 Batch Time: 9:41 AM Sample Time: 10:25 AM Ambient Temp: 70 Material Temp: 79 Air %: 1.5 Unit Weight (pcf): 144.6 Consolidation: Rodding Slump (inches): 5 Specifications: Field and laboratory tests by EWI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231 W-- Hector Martinez, General Manager OexasRr4Fjrllt�6 Distribution: Wright Construction Co, Inc - Ashley Wrigi 4501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 C-45735 Page 1 of 1 Ellerbee-Waliczak Inc. GEOTECHNICAL ENGINEERIN6 & • MATERIALS TESTING SERVICES REPORT NO.: 74-34790-22-01 den CLIENT: Wright Construction Co, Inc DATE: 2128/2022 PROJECT: Wright Construction Office TECHNICIAN: Issac Gutierrez TEST METHOD: ASTM D-6938 GAUGE: TROX Ser#25193 VALUE OF NO.: 1715DD-629M WEATHER: Sunny PROJECT MANAGER: Teddy Cummings TEST RESULT PROC PCF PERCENT PERCENT OPT. PROD. TEST LOCATIONS NO. DRY COMPACT MOIST MOIST SPEC TYPE 1 Pass 29424 97.2 95.5 26.1 4.4 1 1 NW Corner 2 Pass 29424 97.0 95.3 26.3 4.6 1 1 SW Corner 3 Pass 29424 97.8 96.1 25.9 4.2 1 1 NE Corner 4 Pass 29424 96.7 95.0 26.9 5.2 1 J SE Corner PROCTORS USED: P-29424 1013 PCF @ 21 .7% - Grey and tan clay ( Chemical Injected SPECS USED: 1 Moisture 4.0% above optimum Density 95.0% min PROBE DEPTH: bin TEST TYPES: (J) Building Fill DEPTH ELEVATION: (STG) Starting Grade OX4— Hector Martinez, General Manager Distribution: Wright Construction Co, Inc - Ashley Wright �- Texas Firm No. F-461 0 4501 Broadway Ave. • P.O. Box 14809 • Haltom City, Texas 76117 Office 817-759-9999 • Fax 817-759-1888 74-34790-22-01den DEPTH RETEST ELEV. STG STG STG STG Page 1 of 1 • Inc. GEOTECHNICAL ENGINEERIN6 & CONSTRUCTION MATERIALS TESTING SERVICES REPORT NO.: 74-34790-22-02den CLIENT: Wright Construction Co, Inc DATE: 3/1/2022 PROJECT: Wright Construction Office TECHNICIAN: Issac Gutierrez TEST METHOD: ASTM D-6938 GAUGE: TROX Ser#25193 VALUE OF NO.: 1715DD-620M WEATHER: Sunny PROJECT MANAGER: Teddy Cummings TEST RESULT PROC PCF PERCENT PERCENT OPT. PROJ. TEST LOCATIONS DEPTH NO. DRY COMPACT MOIST MOIST SPEC TYPE ELEV. 1 Pass 29347 108.6 96.3 19.1 4,2 1 1 NW Corner 1st LIFT 2 Pass 29347 110.7 98.2 19.0 4.1 1 1 NE Corner 1st LIFT 3 Pass 29347 110.6 98.1 19.5 4.6 1 1 SW Corner 1st LIFT 4 Pass 29347 112.3 100.0 19.2 4.3 1 1 SE Corner 1st LIFT PROCTORS USED: P-29347 112.7 PCF @ 14.9% - Reddish brown sandy clay SPECS USED: 1 Moisture 2.0% above optimum PROBE DEPTH: bin REMARKS: Test locations given by foreman. TEST TYPES: (J) Building Fill DEPTH ELEVATION: (LIFT) Lift Hector Martinez, General Manager Density 95.0% min Texas Firm No. F-461 0 Distribution: Wright Construction Co, Inc - Ashley Wright 4501 Broadway Ave. • P.O. Box 14809 • Haltom City, Texas 76117 Office 817-759-9999 • Fax 817-759-1888 74-34790-22-02den Page 1 of 1 RETEST IN PLACE DENSITY TESTS USING NUCLEAR GAUGE REPORT NO.: 74-34790-22-03den CLIENT: Wright Construction Co, Inc DATE: 311/2022 PROJECT: Wright Construction Office TECHNICIAN: Issac Gutierrez TEST METHOD: ASTM D-6938 GAUGE: TROX Ser#25193 VALUE OF NO.: 1715DD-620M WEATHER: Sunny PROJECT MANAGER: Teddy Cummings TEST RESULT PROC PCIF PERCENT PERCENT OPT. PROJ. TEST LOCATIONS NO. DRY COMPACT MOIST MOIST SPEC TYPE I Pass 29347 110.2 98.0 119"1 4.2 1 1 Northwest Corner 2 Pass 29347 1110.0 98,0 19.3 4.4 1 1 Southwest Corner 3 Pass 29347 109.7 97.3 19.8 4.9 1 1 Southeast Corner 4 Pass 29347 110.6 98.1 19,0 41 1 1 Northeast Corner PROCTORS USED: P-29347 112.7 PCF @ 14.9% - Reddish brown sandy clay SPECS USED: I Moisture 2.0% above optimum Density 95.0% min PROBE DEPTH: bin TEST TYPES: (J) Building Fill DEPTH ELEVATION: (LIFT) Lift Hector Martinez, General Manager Distribution: Wright Construction Co, Inc - Ashley Wrigi C . . . exas Firm No. F-446 2nd LIFT 2nd LIFT 2nd LIFT 2nd LIFT 4501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 74-34790-22-03den Page 1 of 1 Ellerbee-Walczak Inc. GEOTECHNICAL ENGINEERING & CONSTRUCTION MATERIALS TESTING SERVICES REPORT NO.: 74-34790-22-04den CLIENT: Wright Construction Co, Inc DATE: 3/2/2022 PROJECT: Wright Construction Office TECHNICIAN: Issac Gutierrez TEST METHOD: ASTM D-6938 GAUGE: TROX Ser#25193 VALUE OF NO.: 1711 DD-627M WEATHER: Sunny PROJECT MANAGER: Teddy Cummings TEST RESULT PROC PCF PERCENT PERCENT OPT. PROD. TEST LOCATIONS DEPTH NO. DRY COMPACT MOIST MOIST SPEC TYPE ELEV. 1 Pass 29347 108.9 97.0 19.2 4.3 1 1 Northwest Corner 3rd LIFT 2 Pass 29347 108.2 96.0 19,5 4.6 1 1 Southwest Corner 3rd LIFT 3 Pass 29347 109.6 97,2 19.0 4.1 1 1 Northeast Corner 3rd LIFT 4 Pass 29347 110,7 98.2 193 4.4 1 1 Southeast Corner 3rd LIFT 5 Pass 29347 110.6 98.1 19.9 5.0 1 1 Northwest Corner 4th LIFT 6 Pass 29347 109.5 97,1 19.6 4.7 1 1 Southwest Corner 4th LIFT 7 Pass 29347 109.1 97.0 18.9 4,0 1 1 Northeast Corner 4th LIFT 8 Pass 29347 108.7 96.4 19.4 4.5 1 1 Southeast Corner 4th LIFT PROCTORS USED: P-29347 112,7 PCF @ 14.9% - Reddish brown sandy clay SPECS USED: 1 Moisture 2.0% above optimum PROBE DEPTH: 6in TEST TYPES: (J) Building Fill Density 95.0% min 11 Lawr nce, Jr. Texas Firm No. F-4610 Distribution: Wright Construction Co, Inc - Ashley Wright IT -I= 74-34790-22-04den Page 1 of 1 IN PLACE DENSITY TESTS USING NUCLEAR GAUGE REPORT NO.: 74-34790-22-05den CLIENT: Wright Construction Co, Inc DATE: 3/2/2022 PROJECT: Wright Construction Office TECHNICIAN: Issac Gutierrez TEST METHOD: ASTM D-6938 GAUGE: TROX Ser#25193 VALUE OF NO.: 1711 DD-627M WEATHER: Sunny PROJECT MANAGER: Teddy Cummings TEST RESULT PROC PCIF PERCENT PERCENT OPT. PROD. TEST LOCATIONS DEPTH RETEST NO. DRY COMPACT MOIST MOIST SPEC TYPE ELEV. 1 Pass 29347 109.3 97.0 19,6 4.7 1 1 Northwest Corner 5th LIFT 2 Pass 29347 109.7 973 19,9 5.0 1 1 Northeast Corner 5th LIFT 3 Pass 29347 109.9 97.5 19.5 4.6 1 1 Southwest Corner 5th LIFT 4 Pass 29347 109.2 97.0 19.7 4.8 1 1 Southeast Corner 5th LIFT PROCTORS USED: P-29347 112.7 PCF @ 14.9% - Reddish brown sandy clay SPECS USED: 1 Moisture 2.0% above optimum Density 95.0% min PROBE DEPTH: REMARKS: Pothole testing - Technician did not observe backfill of potholes. TEST TYPES: (J) Building Fill DEPTH ELEVATION: (LIFT) Lift Hector Martinez, General Manager i a e, i� Texas Firm No. F-46 41 Distribution: Wright Construction Co, Inc - Ashley Wright 4501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 74-34790-22-05den Page 1 of 1 MWEllerbee-Walczak Inc. GEOTECHNICAL ENGINEERIN6 & CONSTRUCTION MATERIALS TESTING SERVICES zj��pqj'I! !'� K rqWVT -T REPORT NO.: 74-34790-22-06den CLIENT: Wright Construction Co, Inc DATE: 3/3/2022 PROJECT: Wright Construction Office TECHNICIAN: Issac Gutierrez TEST METHOD: ASTM D-6938 GAUGE: TROX Ser#25193 VALUE OF NO.: 171ODD-635M WEATHER: Sunny PROJECT MANAGER: Teddy Cummings TEST RESULT PROC PCIF NO. DRY I Pass 29347 108,9 2 Pass 29347 108,7 3 Pass 29347 108.0 4 Pass 29347 109"1 5 Pass 29347 1108.6 6 Pass 29347 109.5 7 Pass 29347 109A 8 Pass 29347 108.8 PERCENT PERCENT OPT. PROD. COMPACT MOIST MOIST SPEC 97.0 17.1 2.2 96A 17.4 2.5 96.0 17,9 3.0 97.0 17.0 2.1 963 17.6 2.7 971 17.8 2.9 97.0 17.5 2.6 96.5 16.9 2.0 PROCTORS USED: P-29347 1121 PCF @ 14.9% - Reddish brown sandy clay TEST LOCATIONS TYPE 1 1 Northwest Corner 6th LIFT 1 1 Northeast Corner 6th LIFT 1 1 Southwest Corner 6th LIFT 1 1 Southeast Corner 6th LIFT I i Northwest Corner 7th LIFT I i Northeast Corner 7th LIFT 1 1 Southwest Corner 7th LIFT 1 1 Southeast Corner 7th LIFT SPECS USED: 1 Moisture 2.0% above optimum Density 95.0% min PROBE DEPTH: bin REMARKS: Test locations given by foreman. Pothole testing - Technician did not observe backfill of potholes. TEST TYPES: (J) Building Fill DEPTH ELEVATION: (LIFT) Lift Hector Martinez, General Manager Distribution: Wright Construction Co, Inc - Ashley Wrigi Firm e , r P. exas iNo. F-� 4501 Broadway Ave. - P.0, Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 74-34790-22-06den Page 1 of 1 myEllerbee-Walczak Inc. GEOTECHNICAL ENGINEERING & CONSTRUCTION MATERIALS TESTING SERVICES REPORT NO.: 74-34790-22-07den CLIENT: Wright Construction Co, Inc DATE: 3/4/2022 PROJECT: Wright Construction Office TECHNICIAN: Issac Gutierrez TEST METHOD: ASTM D-6938 GAUGE: TROX Ser#25193 VALUE OF NO.: 171 ODD-635M WEATHER: Cloudy PROJECT MANAGER: Teddy Cummings TEST RESULT PROC PCF PERCENT PERCENT OPT. PROJ. TEST LOCATIONS DEPTH NO. DRY COMPACT MOIST MOIST SPEC TYPE ELEV. 1 Pass 29358 115.6 96.0 14.2 0A 1 1 Northwest Corner 8th LIFT 2 Pass 29358 1152 95.3 14.8 1.0 1 1 Northeast Corner 8th LIFT 3 Pass 29358 115.8 96.0 14.1 0.3 1 1 Southwest Corner 8th LIFT 4 Pass 29358 114.9 95.1 14,9 1.1 1 1 Southeast Corner 8th LIFT 5 Pass 29358 1151 96.0 14.6 0.8 1 1 Northwest Corner 9th LIFT 6 Pass 29358 1153 95A 141 0.9 1 1 Northeast Corner 9th LIFT 7 Pass 29358 115.9 96.0 14.4 0.6 1 1 Southwest Corner 9th LIFT 8 Pass 29358 116.2 96.1 14.0 0.2 1 1 Southeast Corner 9th LIFT PROCTORS USED: P-29358 120.8 PCF @ 118% - Reddish brown sandy clay SPECS USED: 1 Moisture at or above optimum PROBE DEPTH: Girt TEST TYPES: (J) Building Fill DEPTH ELEVATION: (LIFT) Lift Hector Martinez, General Manager Density 95.0% min Distribution: Wright Construction Co, Inc - Ashley Wright Ance Texas Firm No. F-4610 I . i 11 All wopm 2�.W.'Jrgr'bjo. am 74-34790-22-07den Page 1 of 1 uafim GummarynfInspection Items Inspected Correct Incorrect I I Items Inspected Placing Drawings Approved x | |Dowe|Bars inP|ace |Bar Size 8Grade x ILapped Splices I |Rein0osjngSteel Clean x TieaPmpeUyTieg&8paoed |FormaC|esn x | lColumn PmperClearanmafrnmFonno | Number ofBars x | | stirrup Spacing/Type | Bar Length &Shape x | |VVo0edSplices | Proper Bar Placement x | | Mechanical Splices |PmpeUyTied x | I Proper Cover Plan Sheet Approval Date: 10n2/2021 Discrepancies: None Hector Martinez Cc: Wright — Ashley Wright awright@wrightconst.com Correct Incorrect x x C GEOTECHNICAL ENGIN RIN & CONSTRUCTION MATERIALS TESTING SERVICES REPORT NO.: 74-34790-22-18rsi REPORT OF: Reinforcing Steel Inspection CLIENT: Wright Construction Company, Inc PROJECT: Wright Construction Office DATE: 4112/2022 INSPECTOR: Saul Martinez On this date, reinforcing steel was inspected for the elevator pit. The following Reinforcing Items were inspected. Summary of Inspection Items Inspected Correct Incorrect Items Inspected Correct incorrect Placing Drawings Approved x Dowel Bars in Place x Bar Size & Grade x (Lapped Splices x Reinforcing Steel Clean x Column Ties Properly Tied & Spaced (Forms Clean x (Proper Clearance from Forms x Number of Bars x Stirrup Spacing/Type x Bar Length & Shape x (Welded Splices Proper Bar Placement x (Mechanical Splices (Properly Tied x Proper Cover x Proper Bar Supports x Plans or Cut Sheets used for Inspection: S1.2 Plan Sheet Approval Date: 5/24/2021 Discrepancies: None 0&�' Hector Martinez General Manager Cc: Wright — Ashley Wright awright@wrightconst.com ka6Jr. P.E. Texas Firm No. F-461 4501 Broadway Ave. • P.O. Box 14809 • Haltom City, Texas 76117 Office 817-759-9999 • Fax 817-759-1888 won• REPORT NO.: 74-34790-22-19den CLIENT: Wright Construction Co, Inc DATE: 4/14/2022 PROJECT: Wright Construction Office TECHNICIAN: Issac Gutierrez TEST METHOD: ASTM D-6938 GAUGE: TROX Ser#25193 VALUE OF NO.: 1762DD-634M WEATHER: Sunny PROJECT MANAGER: None TEST RESULT PROC PCF PERCENT PERCENT OPT. PROD. TEST LOCATIONS NO. DRY COMPACT MOIST MOIST SPEC TYPE 1 Pass 29347 107.8 95.6 15.8 0.9 1 H WL - Sta. 1 +10 2 Pass 29347 108,0 95.8 15.3 0.4 1 H WL - Sta. 1+10 3 Pass 29347 108.3 96.0 15.6 0.7 1 H WL - Sta. 1+10 4 Pass 29347 108.1 95.9 15.7 0.8 1 H WL - Sta. 1 +10 PROCTORS USED: P-29347 112.7 PCF @ 14.9% - Reddish brown sandy clay SPECS USED: 1 Moisture 2.0% below optimum to 2.0% above optimum Density 95.0% min PROBE DEPTH: bin TEST TYPES: (H) Street Fill DEPTH ELEVATION: (AEG) At Existing Grade (BEG) Below Existing Grade ril 11,vi Distribution: Wri ,qht Construction Co, Inc -Ashley Wrig - ae c J e, . Texas Firmrm No. F-46 '-fiEPTH RETEST ELEV. I 4501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 74-34790-22-19den Page 1 of 1 i3mCONSTRUCTION MATERIALS TESTING SERVICES REPORT NO.: 74-34790-22-20rsi REPORT OF: Reinforcing Steel Inspection CLIENT: Wright Construction Company, Inc PROJECT: Wright Construction Office DATE: 4/22/2022 INSPECTOR: Joshua Guiles Summary of Inspection Items Inspected correct Incorrect I Items Inspected IPlacing Drawings Approved x | |Dowo|Bars inPlace | Bar Size 8Grade | x | | Lapped Splices Reinforcing Steel Clean x | |Cn|umnTies Properly Tied &Spaced Forms Clean x } | Proper Clearance from Forms |Number ofBars x |SUnup8pocngDype Bar Length &Shape x ( lVVe|dadSp|icea Proper Bar Placement x | Mechanical Splices Properly Tied x | Proper Cover Plans orCut Sheets used for Inspection: 81A Plan Sheet Approval Date: 5/24/2021 Remarks: Contractor told technician he will fix and replace any missing mbroken mbar chairs. Hector Martinez K4 MffiMMF*M3* REPORT NO.: 74-34790-22-21 rsi REPORT OF: Reinforcing Steel Inspection CLIENT: Wright Construction Company, Inc PROJECT: Wright Construction Office DATE: 5/4/2022 INSPECTOR: Josue Aguado On this date, reinforcing steel was inspected for the footing of retaining wall/wall. The following Reinforcing Items were inspected. Summary of Inspection Items Inspected Correct Incorrect I I Items Inspected Correct Placing Drawings Approved x I (Dowel Bars in Place x Bar Size & Grade I x (Lapped Splices x lReinforcing Steel Clean x Column Ties Properly Tied & Spaced x Forms Clean I x I Proper Clearance from Forms x lNumber of Bars x I stirrup Spacing/Type x I Bar Length & Shape x (Welded Splices Proper Bar Placement x I mechanical Splices Properly Tied x I I Proper Cover x Proper Bar Supports x I I Plans or Cut Sheets used for Inspection: S1.1A Plan Sheet Approval Date: 3/8/2022 Remarks: Number 5 rebars used. �nce, Jr., P.E. exas Firm No. F-4610 .. RNA'somitz REPORT NO.: 74-34790-22-22rsi REPORT OF: Reinforcing Steel Inspection CLIENT: Wright Construction Company, Inc PROJECT: Wright Construction Office DATE: 5/13/2022 INSPECTOR: Saul Martinez Dnthis date, reinforcing steel was inspected for the retaining wall. The following Reinforcing Items were inspected. Summary of Inspection Items Inspected Correct Incorrect Items Inspected Correct |nounoo Placing Drawings Approved x | Dowel Bars inPlace x Bar Size &Grade x | Lapped Splices x Reinforcing Steel Clean x | |Co|umnTies Properly Tied &Spaced | Forms Clean x | |Proper Clearance from Forms x Number orBars x | SdoupSpucing/Type | x Bar Length &Shape x | Welded Splices | Proper Bar Placement x | Mechanical Splices | Properly Tied x | Proper Cover x Proper Bar Supports x | | | Plans orCut Sheets used for |napenhon� S11A Plan Sheet Approval Date: 3/8/2022 Discrepancies: None Hector Martinez k.,11I La gence, X-P�. General Manager Texas Firm No. F-4610 Cc: Wright — Ashley Wright awright@wrightconst.com 4501 Broadway Ave. ° P.O. Box 14809 ^ Haltom Chy, Texas 76117 Ellerbee-Walczak Inc GEOTECHNICAL ENGINEERING & CONSTRUCTION MATERIALS TESTING SERVICES REPORT NO.: 74-34790-22-23denhmac REPORT OF: In Place Density of H.M.A.C. CLIENT: Wright Construction Company, Inc PROJECT: Wright Construction Office TEST METHOD: ASTM D-2950 Nuclear Method -Direct Transmission Avg. of 3 Tests at Same Location DATE: 04/22/2022 TECHNICIAN: Joshua Guiles HMAC: Type D REQUIRED: No specifications provided GT: 2.509 or 156.6 P.C.F. GAUGE: SER#36794 VALUE OF NO: 1789DD — 71 OM DEPTH: Backscatter NO. PCF/DRY AVG. DENS % DENS LOCATIONS 1A 144,3 113 14&0 ic 145.2 145.8 93.1 Waterline tie in on South Scribner St 2A 1418 2B 147.1 2C 143.3 144.7 92.4 Waterline tie in on South Scribner St N.CT.C.O.G. Item 302.9.6.7 states that each course after Final Compaction shall have a density of not less than 95% of the Density developed in the Laboratory Test Method found in Bulletin C-14. C-14 refers you to Texas Method 207-F for the Determination of Density of Compacted Bituminous Mixtures, These specimens as stated in 207-F can be lab -molded, cores, slabs or direct transmission nuclear density tests as stated in ASTM D-2950 performed on Bituminous pavements. EWI has chosen to perform ASTM D- 2950 tests on the Wright Construction Office Project in question and has utilized the Theo Sp.G, Test as shown on the projects HMAC Mix Design to determine In -Place Density of said pavement. "141� Hector Martinez General Manager Cc: Wright — Ashley Wright awright@wrightconst.com P.Ne I Zwrence, Jr., Texas Firm No. F-4610 ,J A-501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - REPORT NO.: 74-34790-22-24nd REPORT OF: Reinforcing Steel inspection CLIENT: Wright Construction Company, Inc PROJECT: Wright Construction Office o/Q'E: 6121/2022 INSPECTOR: AbelRodriguez Items Inspected Placing Drawings Approved Bar Size & Grade Reinforcing Steel Clean Forms Clean Number of Bars Bar Length & Shape Proper Bar Placement Properly Tied Proper Bar Supports Plans mCut Sheets used for Inspection Discrepancies: No Hector Martina General Manager Summary of Inspection Correct incorrect Items Inspected Correct x |Dowel Bars inPlace x x Lapped Splices x x | lColumn Ties Properly Tied & Spaced x | | Proper Clearance from Forms n | |SdrrupGpacin0/Type x |VVelded8pUcem x IMechunioa|Gp|ioem x | | Proper Cover 4TN III Lakj!�t-- Texas Firm No. F-4610 R9 0 REPORT II 74-34790-22-25rsi REPORT OF: Reinforcing Steel Inspection CLIENT: Wright Construction Company, Inc PROJECT: Wright Construction Office DATE: 7/27/2022 INSPECTOR: Issac Gutierrez !III!III !I IRIII! "III I I � III I 1 4 - 11 The following Reinforcing Items were inspected. MEMEMISEM= Items Inspected Correct incorrect j Items Inspected correct incorrect IDowel Placing Drawings Approved x Bars in Place x Bar Size & Grade x I Lapped Splices x Reinforcing Steel Clean x IColumn Ties Properly Tied & Spaced x Forms Clean x I Proper Clearance from Forms x Number of Bars x Stirrup Spacing[Type x Bar Length & Shape x lWelded Splices Proper Bar Placement x (Mechanical Splices Properly Tied x Proper Cover Proper Bar supports I x Plans or Cut Sheets used for Inspection: 5.1.2 Plan Sheet Approval Date: 5/24/2021 Discrepancies: None Hector Martinez General Manager / T (e4flI a4wren Ar., P.E. Texas Firm No. F-4610 4,501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 COMPRESSIVE STRENGTH (4XOinch. Cylinder) Client: Wright Construction Cu Inc C-45736 Wright Construction Office Technician: |asac Gutierrez Supplier: CmwbxmnRediMix Placement: 4/1/2022 Strength*: 3000PS| !D# Age Test Load Fnac' Strength Pass Design ID: 250.01 Date (lba.) Type (PSI) Fail Ticket: 1272971 1 7 4/8 53470 2 4255 Truck: 1074 2 28 4/ 0 58885 5 4880 paao Batch Time: 9:33AK8 3 28 4/ 8 07815 4 5405 pmms Sample Time: 8:00AK8 4 28 4/29 65810 3 5237 Pass Ambient Temp: 85 Material Temp: 70 Air%: 1.2 Unit : 145.2 Consolidation: Rodding Slump (inches): 575 ° Specified Strength Requirement given by: Concrete delivery ticket Specifications: Field and laboratory tests by EWI are per applicable ASTM Standards: C31, C39, C1 38, C143, C172, Hector Martinez, General Manager Wright Construction Co, Inc - Ashley Wrigi X c , r. al, r Texas Firm No. F-4610 450114809 Haltom City, Texas 76117 COMPRESSIVE STRENGTH (4x8 inch. Cylinder) Client: Wright Construction Co, Inc Report #: C-45737 Project: Wright Construction Office Technician: Issac Gutierrez Supplier: Cowtown Redi Mix Placement: 4/4/2022 Strength*: 3000 PSI ID# Age Test Load Frac. Strength Pass Design ID: 250.01 Date (lbs.) Type (PSI) Fail Ticket: 1273169 1 7 4/11 42180 3 3357 Truck: 979T 2 28 5/2 44155 3 3514 Pass Batch Time: 9:15 AM 3 28 5/2 43525 3 3464 Pass Sample Time: 10: 15 AM 4 28 5/2 42995 3 3421 Pass Ambient Temp: 70 Material Temp: 76 Air %: 1.3 Unit Weight (pcf): 145.3 Consolidation: Rodding Slump (inches): 6 wom nong newim Specifications: Field and laboratory tests by EWI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231 Hector Martinez, General Manager ei Lac , Jr. P.E. Texas Firm No. F-4610 Distribution: Wright Construction Co, Inc - Ashley Wright 4501 Broadway Ave. - P.O. Box 14809 - Haltom City, Texas 76117 Office 817-759-9999 - Fax 817-759-1888 C-45737 Page 1 of 1 COMPRESSIVE STRENGTH (4x8inch. Cylinder) Client: Wright Construction Co, Inc Re # C-45756 Project: Wright Construction Office Technician: Jason P Fruge/ Supplier: Placement: 4/8/2022 Strength*: 4500PS| |D# Age Test Load Fmmc, Strength Pass Design ID: Date 0bsj Type (PSI) Fail Ticket: 1 7 4/15 78835 3 8273 Truck.- 2 28 5/8 84830 5 6751 Poae Batch Time: 3 28 5/8 91985 2 7320 Pass Sample Time: 4 28 5/6 82275 2 6547 Pass Ambient Temp: Material Temp: Air%: Unit Weight (pof): Consolidation: Slump (inches): Location: Elevator Pit Floor Remarks: Contractor made Cylinders, Teddy had meleave molds with Mike. KAovedpourtu1PM 817-739-1983 ° Specified Strength Requirement given by: Concrete delivery ticket S tests byEVV are per applicable ASTMStandards: C31.C3Q C138.C143.C172, Hector Martinez, General Manager OLaw�'J�7aJ�--~— Texas Firm No. F-4618 Distribution: Wright Construction Co, Inc - Ashley Wright 4501 Broadway Ave. `P.[iBox 148O9 76117 Office 817-759-8S9&^Fax 817-759-1888 C-45756 Page of |D# Age Test Load Fnac Pmam Design ID: 365-067 0eta (lhs.) Type (PSI) Fail Ticket 685159 1 7 4/19 36840 3 2918 Truck: 1061 2 28 5/10 70820 3 5636 paom Batch Time: 11:51AM 3 28 5/10 08765 3 5472 Pass Sample Time: 12:45PM 4 28 5/10 88225 3 5270 paao Ambient Temp: 76 Material Temp: 70 Air96: 3.3 Unit Weight (po�: 144 Consolidation: Rodding Slump (inches): 5 Location: Elevator Pit Walls Remarks: Station given byMike ° Specified Strength Requirement given by: Concrete delivery ticket Specifications: Field and laboratory tests byEVV are per applicable ASTMStandards: C31.C3Q.C138.C143.C172. Hector Martinez, General Manager Distribution: Wright Construction Co, Inc - Ashley Wright Tkexas dFFirm N4o,F-�446t�� 4501 P.O. Box 14809 Haltom City, Texas 76117 C-45764 Page 1of1