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Home My WebLink About06100 - Rough Carpentry Reviewed by ME 191029 MAGGIORE CONSTRUCTION CORP. 13 Wheeling Avenue, Woburn, MA 01801 Phone 781.935.6100 FAX 781.933.8044 SUBMITTAL ACTION SHEET Oxoboxo Lofts 40 Pink Row Uncasville, CT General Contractor:Architect: Maggiore Construction Corp. Paul B Bailey Architects 13 Wheeling Ave. 110 Audubon Street Woburn, MA 01801 New Haven, CT 06510 Job No.: 1214 Job No.: 16-063 Prepared By:Maggiore Construction Corp. Form of Submittal: Samples Cut Sheets Schedule Shop Drawings Other Description:Misc. Rough Carpentry Lumber Sheathing Adhesives Manufacturer:Natural Gas Generator by Generac Other/Notes: Received By MCC:10/24/2019 Received By Owner: Reviewed:Comments: Approved Approved as Noted Rejected Revise and Re-submit Compliance Equal Submitted For Approval By: Gifford Perry - Senior Project Manager Approved By: Date:10/29/2019 Date: 2[RER[R/RIWV6XEPLWWDO/RJSubmittedRe-SubmittedApproved#ItemIntended Use10/24/19Adhesive-1 DAP DynaGrip VOC Subfloor Adhesive10/24/19Lumber-1 SPF #1/#2 Grade KD S4S Blocking, , Shoring Misc. Framing10/24/19Lumber-2 DF #2 Temp Stair Treads, Blocking, Joists, Beams @Misc. Framing10/24/19Lumber-3 PWLVL Beams, 3100Fb-2.0E Engineered Wood Beams and Stair StringersSizes as indicated on plans10/24/19Lumber-4 SYP # 2 or better Ledgers, Blocking, Misc. FramingTo be treated (see Misc-1)10/24/19Misc-1 ProWood Micro, MCA PT Lumber Preservative10/24/19Misc-2 Grace Vycor Ice & Water Vapor Barrier Wrap at Beam Ends10/24/19Sheathing-1 15/32" SE C/D Plywood 32/16 Exp 1 Wall Sheathing & Headers10/24/19Sheathing-2 23/32" T&G C/D Plywood 24" oc Exp Subfloor Sheathing (blocking 11/S3.3)10/24/19Sheathing-3 23/32" T&G C/D Plywood 24" oc Exp (PT) Subfloor Sheathing @ Bldg JTo be treated (see Misc-1):&,/ÁÁ Submittal Job # 2019-030R Date Sent:10/24/2019 Oxoboxo Lofts Date Due:10/31/2019 Rough Carpentry - 06100 Submittal Title Adhesive-1 Type DAP DynaGrip VOC Intended Use Subfloor Adhesive Notes Contractor's Stamp Architect's Stamp Engineer's Stamp Shawnlee Construction, LLC. 74A Taunton St., Plainville, MA 02762. Tel:508-695-8033 www.ufpi.com Technical Data Bulletin ADVANCED SUBFLOOR Construction Adhesive DAP® DYNAGRIP® ADVANCED SUBFLOOR is a premium grade construction adhesive specifically formulated for subfloor & deck installation. This VOC compliant solvent based adhesive prevents floor squeaks and improves the structural performance of floor assembly when used properly. DYNAGRIP® ADVANCED SUBFLOOR adhesive delivers a high strength weatherproof bond on wet, frozen and treated lumber, and is easy to gun in cold temperature. •Subfloor & Deck Installation •Wood-to-Wood Assemblies •Glued Floor Systems •Concrete •Dimensional Lumber •Masonry •Metal •OSB & Enhanced OSB •Plywood •Treated Lumber •Wood •Bonding two non-porous materials •Constant water exposure •Foamboard installation •Mirror installation •Applications other than subfloor & deck installation Recommended For: Adheres To: Not Recommended For: DAP Products, Inc. 2400 Boston Street, Suite 200 Baltimore, MD 21224 Phone: 410-675-2100 REV: 11/01/2016 SKU # SIZE 7079827516 10.3oz 7079827042 28oz VOC COMPLIANT oor ve d & ©2017 DAP Products, Inc. All rights reserved. SAFETY FIRST!READ AND UNDERSTAND ALL HEALTH & SAFETY INFORMATION AND USE INSTRUCTIONS BEFORE OPENING AND USING THIS PRODUCT. FOR BEST RESULTS: Apply in temperatures above 0°F. Keep adhesive above 40°F prior to use for easier gunning. NOTE: If using on concrete, concrete must be above grade, dry & fully cured (at least 28 days.) One surface must be porous. Store away from extreme heat or cold. INSTRUCTIONS: 1. Surfaces must be clean, structurally sound and free of debris. 2. Precut and fit materials before applying adhesive. 3. Trim nozzle to desired bead size. 3/8" bead is recommended for subfloor applications. 4. Puncture inner foil seal. 5. Load cartridge into applicator gun. 6. Apply a continuous bead to joists, studs or backside of siding or panels. (See specific Application Tips below). 7. Within 15 minutes, position and press substrates firmly into place. If left open longer than 15 minutes, scrape off and reapply. 8. Install nails or screws within 15 minutes after positioning substrates in place. 9. Allow to dry for 24 hours before exposing to heavy traffic. APPLICATION TIPS: TONGUE & GROOVE SUBFLOOR:Use a 3/8" continuous bead on joists. Use ample bead of adhesive in all grooved channels (remove excess squeezed out adhesive before it dries). Panel joints should not be tight. Allow 1/8" gap for expansion. Position and nail or screw within 30 minutes. Proper installation methods for subfloorings must be followed. DECKS:Use 1/4" adhesive bead on every joist for additional strength and to prevent squeaks. Nail planks at every other joist. Predrill nail holes. CLEAN UP: Uncured adhesive: use mineral spirits to clean up wet adhesive from surface and tools, following solvent manufacturer’s precautions. Do not use mineral spirits to clean skin. Cured adhesive: must be cut or scraped away. TYPICAL PHYSICAL PROPERTIES •Type: Synthetic Rubber •Application Temperature: 0°F to 120°F •Service Temperature: -20°F to 140°F •Bead Color: Light Tan •Solids: 74% •Shelf Life: 18 months •Skin Time: 15 minutes •Cure Time: 7 days •Coverage: o 10.3oz: ¼” bead yields 32 linear ft., 3/8” bead yields 14 linear ft. o 28oz: ¼” bead yields 86 linear ft., 3/8” bead yields 38 linear ft. •Specifications: o ASTM D3498 Meets or Exceeds. o APA AFG-01 Meets or Exceeds. o PFS Certified Tested in Accordance With •Calif. ARB VOC <2.2% Wt/Wt •VOC Content: VOC less Water, less Exempt Solvent: <50 g/L •VOC Compliant •Adheres Enhanced OSB •PFS Certified •Meets ASTM D 3498 & APA AFG-01 DANGER:Contains: Acetone, methyl acetate and toluene. Do not breathe vapors. May affect the central nervous system causing dizziness, headache or nausea. Causes eye, skin, nose, throat & respiratory tract irritation. Vapors may ignite explosively. Keep away from heat, sparks & flame. Do not smoke. Extinguish all flames & pilot lights. Turn off stoves, heaters, electric motors & other sources of ignition before use & until all vapors are gone. Use only with adequate cross ventilation. Prevent buildup of vapors by opening all windows & doors or use other means to ensure cross-ventilation. Harmful if absorbed through the skin. Do not get in eyes, on skin or clothing. Wear nitrile rubber gloves & goggles. Close container after use. Wash thoroughly after handling. Repeated and prolonged overexposure to solvents may cause kidney, liver, heart and permanent brain and nervous system damage WARNING:This product contains chemicals known to the State of California to cause cancer, birth defects or other reproductive harm. FIRST AID:SKIN CONTACT: Wash skin thoroughly with soap and water. EYE CONTACT: Immediately flood with large quantities of water. INHALATION: Remove to fresh air. INGESTION:DO NOT INDUCE VOMITING.Get medical attention immediately if complications arise from exposure.For emergencies,call poison control center at 1-800-222-1222. See Safety Data Sheet (SDS) for additional information. For an SDS, contact your supplier or visit dap.com. KEEP OUT OF REACH OF CHILDREN. DO NOT TAKE INTERNALLY. ADVANCED SUBFLOOR Product Features Directions SDS Number: 00070083001 Revision Date: 12/9/2016 SSafety Data Sheet 24 Hour Emergency Phone Numbers Medical/Poison Control: In U.S.: Call 1-800-222-1222 Outside U.S.: Call your local poison control center Transportation/National Response Center: NOTE: The National ResponseCenter emergencynumbers to be used only in the event of chemical emergencies involving a spill, leak, fire, exposure or accident involving chemicals. 1-800-535-5053 1-352-323-3500 IMPORTANT: Provide this information to employees, customers, and users of this product. Read this SDS before handling or disposing of this product. This product is covered by the OSHA Hazard Communication Standard and this document has been prepared in accordance with requirements of this standard. All abbreviated terms used in this SDS are further described in Section 16. 1. Identification This Safety Data Sheet is available in American Spanish upon request.Los Datos de Serguridad pueden obtenerse en Espanol si lo riquiere. Product Name:Dynagrip Advanced Subfloor Construction Adhesive Revision Date:12/9/2016 8/15/2016Product UPC Number:070798270428, 070798275164 Supercedes Date: Product Use/Class:Construction Adhesive SDS No:00070083001 Preparer:Regulatory DepartmentManufacturer:DAP Products Inc. 2400 Boston Street Suite 200 Baltimore, MD 21224-4723 888-327-8477 (non - emergency matters) Emergency Telephone:1-800-535-5053, 1-352-323-3500, 1-800-222-1222 MSDS@DAP.comSafety Data Sheet Coordinator: 2. Hazards Identification EMERGENCY OVERVIEW: DANGER!Extremely flammable liquid and vapor. Vapors may cause flash fire or explosion. Vapors can form an ignitable mixture with air. Vapors can flow along surfaces to a distant ignition source and flash back. Flammable liquid and vapor. Vapors can form an ignitable mixture with air. Vapors can flow along surfaces to a distant ignition source and flash back. Do not smoke. Extinguish all flames and pilot lights, and turn off stoves, heaters, electric motors and other sources of ignition during use and until all vapors are gone. Keep container closed and away from heat, sparks, and open flame. Store away from caustics and oxidizers. Avoid breathing vapor. Use only with adequate ventilation. Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation. Irritating to eyes, respiratory system and skin. Harmful or fatal if swallowed. Aspiration hazard if swallowed - can enter lungs and cause damage. Aspiration may cause pulmonary edema and pneumonitis. May affect the brain or nervous system causing dizziness, headache or nausea. Page 1 / 7 SDS Number: 00070083001 Revision Date: 12/9/2016 GGHS Classification Eye Irrit. 2, Flam. Liq. 1, STOT SE 3 NE Symbol(s) of Product Signal Word Danger Possible Hazards 3% of the mixture consists of ingredients of unknown acute toxicity GHS HAZARD STATEMENTS Flammable Liquid, category 1 H224 Extremely flammable liquid and vapour. Eye Irritation, category 2 H319 Causes serious eye irritation. STOT, single exposure, category 3, NE H336 May cause drowsiness or dizziness. GHS LABEL PRECAUTIONARY STATEMENTS P210 Keep away from heat, hot surfaces, sparks, open flames and other ignition sources. No smoking. P261 Avoid breathing dust/fume/gas/mist/vapours/spray. P264 Wash thoroughly after handling. P271 Use only outdoors or in a well-ventilated area. P280 Wear protective gloves/protective clothing/eye protection/face protection. P303+P361+P353 IF ON SKIN (or hair): Take off immediately all contaminated clothing. Rinse skin withwater/shower. P304+P340 IF INHALED: Remove person to fresh air and keep comfortable for breathing. P305+P351+P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P312 Call a POISON CENTER or doctor/physician if you feel unwell. P337+P313 If eye irritation persists: Get medical advice/attention. P370+P378 In case of fire: Use… to extinguish. P403+P233 Store in a well-ventilated place. Keep container tightly closed. P403+P235 Store in a well-ventilated place. Keep cool. P405 Store locked up. P501 Dispose of contents/container to … GHS SDS PRECAUTIONARY STATEMENTS P240 Ground/bond container and receiving equipment. P241 Use explosion-proof electrical/ventilating/lighting/…/ equipment. P242 Use only non-sparking tools. P243 Take precautionary measures against static discharge. 3. Composition/Information on Ingredients Chemical Name CAS-No.Wt. %GHS Symbols GHS Statements Calcium Carbonate 471-34-1 25-50 GHS07 H332 Acetone 67-64-1 10-25 GHS02-GHS07 H225-319-336 Clay 1332-58-7 2.5-10 No Information No Information Methyl acetate 79-20-9 2.5-10 GHS02-GHS07 H225-319-332-336 Magnesite 546-93-0 2.5-10 No Information No Information Attapulgite 12174-11-7 2.5-10 GHS07 H332 Toluene 108-88-3 1.0-2.5 GHS02-GHS07- GHS08 H225-304-315-332-335-336-373 Dipropylene glycol dibenzoate 27138-31-4 1.0-2.5 No Information No Information Diethylene glycol dibenzoate 120-55-8 1.0-2.5 GHS07 H312 Titanium dioxide 13463-67-7 0.1-1.0 No Information No Information The text for GHS Hazard Statements shown above (if any) is given in the "Other information" Section. Page 2 / 7 SDS Number: 00070083001 Revision Date: 12/9/2016 44. First-aid Measures FIRST AID - INHALATION: If inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Get medical attention immediately. NOTE: Only trained personnel should administer artificial respiration or give oxygen. FIRST AID - SKIN CONTACT: Wash skin with soap and water for 15 minutes. Get medical aid if symptoms persist. Remove and wash contaminated clothing. DO NOT try to peel the solidified material from the skin or use solvents or thinners to dissolve it. The use of vegetable oil or mineral oil is recommended for removal of this material from the skin. Flush exposed area with water while removing contaminated clothing. Get medical attention if irritation persists. To remove from skin, remove completely with a dry cloth or paper towel, before washing with detergent and water. FIRST AID - EYE CONTACT: In case of contact, immediately flush eyes with plenty of water for at least 15 minutes. Get medical attention immediately. FIRST AID - INGESTION: If swallowed, DO NOT INDUCE VOMITING. Get medical attention immediately. 5. Fire-fighting Measures UNUSUAL FIRE AND EXPLOSION HAZARDS: Eliminate sources of ignition: heat, electrical equipment, sparks and flames. Vapors can form an ignitable mixture with air. Vapors can flow along surfaces to a distant ignition source and flash back. Vapors may form explosive mixtures with air. Containers may explode if exposed to extreme heat. Empty containers retain product residue (liquid and/or vapor). Vapor can ignite potentially causing an explosion. SPECIAL FIREFIGHTING PROCEDURES: Wear self-contained breathing apparatus pressure-demand (NIOSH approved or equivalent) and full protective gear. Use water spray to cool exposed surfaces. EXTINGUISHING MEDIA: Alcohol Foam, Carbon Dioxide, Dry Chemical, Foam 6. Accidental Release Measures ENVIRONMENTAL MEASURES: No Information STEPS TO BE TAKEN IF MATERIAL IS RELEASED OR SPILLED: NOTE: Review fire hazards before proceeding with clean up. Immediately eliminate sources of ignition. Keep people away from and upwind of spill/leak. Contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Scrape up dried material and place into containers. Prevent product from entering drains. Soak up with inert absorbent material and dispose of as hazardous waste. Read all product instructions before using. Personal protective equipment should include impervious gloves, protective eye wear, and suitable work clothes. 7. Handling and Storage HANDLING: KEEP OUT OF REACH OF CHILDREN!DO NOT TAKE INTERNALLY. Remove all sources of ignition. Keep away from open flames, hot surfaces and sources of ignition. Provide adequate ventilation. Avoid heat, sparks and open flames. Wear appropriate personal protection. Avoid breathing vapor and contact with eyes, skin and clothing. Use in well ventilated area. Open all windows and doors or use other means to ensure cross-ventilation and fresh air entry during application and drying. Odor is not an adequate warning for hazardous conditions. Empty containers retain product residue (liquid and/or vapor). Vapor can ignite potentially causing an explosion. Wash thoroughly after handling. Do not use in areas where static sparks may be generated. Intentional misuse by deliberately concentrating and inhaling vapors may be harmful or fatal. Construction and repair activities can adversely affect indoor air quality. Consult with occupants or a representative (i.e. maintenance, building manager, industrial hygienist, or safety officer) to determine ways to minimize impact. STORAGE: Store away from sources of ignition and heat. Do not store at temperatures above 120 degrees F. Store containers away from excessive heat and freezing. Store away from caustics and oxidizers. Keep containers tightly closed. 8. Exposure Controls/Personal Protection Ingredients with Occupational Exposure Limits Chemical Name ACGIH TLV-TWA ACGIH-TLV STEL OSHA PEL-TWA OSHA PEL-CEILING Calcium Carbonate N.E. N.E. N.E. N.E. Acetone 250 ppm TWA 500 ppm STEL 1000 ppm TWA, 2400 mg/m3 TWA N.E. Clay 2 mg/m3 TWA particulate matter containing no asbestos and <1% crystalline silica, respirable fraction N.E. 15 mg/m3 TWA total dust, 5 mg/m3 TWA respirable fraction N.E. Methyl acetate 200 ppm TWA 250 ppm STEL 200 ppm TWA, 610 mg/m3 TWA N.E. Page 3 / 7 SDS Number: 00070083001 Revision Date: 12/9/2016 Magnesite N.E. N.E. N.E. N.E. Attapulgite N.E. N.E. N.E. N.E. Toluene 20 ppm TWA N.E. 200 ppm TWA 300 ppm Ceiling Diethylene glycol dibenzoate N.E. N.E. N.E. N.E. Dipropylene glycol dibenzoate N.E. N.E. N.E. N.E. Titanium dioxide 10 mg/m3 TWA N.E. 15 mg/m3 TWA total dust N.E. FFurther Advice: MEL = Maximum Exposure Limit OES = Occupational Exposure Standard SUP = Supplier's Recommendation Sk = Skin Sensitizer N.E. = Not Established Personal Protection RESPIRATORY PROTECTION: If concentrations exceed the exposure limits specified, use of a NIOSH-approved supplied air respirator is recommended. Where the protection factor is exceeded, use of a Self Contained Breathing Apparatus (SCBA) may be necessary. In case of insufficient ventilation, wear suitable respiratory equipment. A respiratory protection program that meets the OSHA 1910.134 and ANSI Z88.2 requirements must be followed whenever workplace conditions warrant a respirator's use. SKIN PROTECTION: Solvent-resistant gloves. EYE PROTECTION: Goggles or safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Provide eyewash and solvent impervious apron if body contact may occur. HYGIENIC PRACTICES: Remove and wash contaminated clothing before re-use. 9. Physical and Chemical Properties Appearance:Tan PPhysical State:Paste Odor:Strong Solvent OOdor Threshold:Not Established Density, g/cm3:1.37 - 1.37 ppH:Not Applicable Freeze Point, °C:Not Established VViscosity (mPa.s):Not Established Solubility in Water:No Information PPartition Coeff., n-octanol/water:Not Established Decomposition Temperature, °C:Not Established EExplosive Limits, %:N.I. - N.I. Boiling Range, °C:N.I. - N.I. AAuto-Ignition Temperature, °C Not Established Minimum Flash Point, °C:-17 VVapor Pressure, mmHg:Not Established Evaporation Rate:Faster Than n-Butyl Acetate FFlash Method:Pensky-Martens Closed Cup Vapor Density:Heavier Than Air Flammability:Extremely Flammable Combustibility:Does not support combustion (See "Other information" Section for abbreviation legend) (If product is an aerosol, the flash point stated above is that of the propellant.) 10. Stability and Reactivity STABILITY: Stable under recommended storage conditions. CONDITIONS TO AVOID: Excessive heat and freezing. Keep away from open flames, hot surfaces and sources of ignition. Keep away from oxidizing agents, strongly alkaline and strongly acid materials in order to avoid exothermic reactions. Avoid contact with skin, eyes and clothing. INCOMPATIBILITY: Open flames, hot surfaces and sources of ignition. Keep away from strong oxidizing agents, heat and open Page 4 / 7 SDS Number: 00070083001 Revision Date: 12/9/2016 flames. Exothermic reaction with strong acids. Incompatible with strong bases and oxidizing agents. Avoid contact with strong acids and oxidizable organic materials in the presence of heat. HHAZARDOUS DECOMPOSITION PRODUCTS: Normal decomposition products, i.e., COx, NOx. 11. Toxicological Information EFFECT OF OVEREXPOSURE - INHALATION: Inhalation of vapors may cause irritation of the nose, throat, lungs and respiratory tract. Inhalation of vapors in high concentration may cause shortness of breath (lung edema). Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. Prolonged, repeated or high exposures may cause central nervous system depression leading to headaches, nausea, drowsiness, dizziness, and possibly narcosis. In extreme cases, may cause loss of consciousness. EFFECT OF OVEREXPOSURE - SKIN CONTACT: May cause skin irritation. Prolonged and repeated skin contact may cause dermatitis, drying and defatting due to the solvent properties. EFFECT OF OVEREXPOSURE - EYE CONTACT: May cause eye irritation. Signs and symptoms may include: pain, tears, swelling, redness and blurred vision. EFFECT OF OVEREXPOSURE - INGESTION: Harmful or fatal if swallowed. Ingestion may cause gastrointestinal irritation, nausea, vomiting and diarrhea. May cause gastrointestinal disturbances with dizziness and central nervous system depression. If ingested, may cause depressed respiration. Aspiration hazard if swallowed. Aspiration of material into the lungs due to vomiting can cause chemical pneumonitis, which can be fatal. CARCINOGENICITY: No Information EFFECT OF OVEREXPOSURE - CHRONIC HAZARDS: Repeated or prolonged exposure may cause skin, respiratory, kidney and liver damage. May cause kidney and liver damage as well as developmental and reproductive toxicity. Prolonged or repeated inhalation of solvent vapors may cause irregular heartbeat. NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Symptoms include: loss of memory, loss of intellectual ability and loss of coordination. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. Overexposure or misuse of toluene can cause liver, kidney, and brain damage as well as cardiac abnormalities. There have been cases of aplastic anemia from toluene in industrial exposures (ACGIH, 1992). Increased coagulation time and reduced clotting factors have also been found, which are indicators of damage to the bone marrow (Clayton & Clayton, 1994). Symptoms include: loss of memory, loss of intellectual ability and loss of coordination. PRIMARY ROUTE(S) OF ENTRY: Eye Contact, Inhalation, Skin Contact Acute Toxicity Values The acute effects of this product have not been tested. Data on individual components are tabulated below CAS-No.Chemical Name Oral LD50 Dermal LD50 Vapor LC50 471-34-1 Calcium Carbonate 6450 mg/kg Rat >2000 mg/kg Rat >20 mg/L 67-64-1 Acetone 5250 mg/kg mouse >15688 mg/kg rabbit 50 mg/L Rat 1332-58-7 Clay >5000 mg/kg Rat >5000 mg/kg Rat >20 mg/L 79-20-9 Methyl acetate >6482 mg/kg Rat >5000 mg/kg Rabbit 49.2 mg/L Rabbit 546-93-0 Magnesite >2000 mg/kg Rat >2000 mg/kg >20 mg/L 12174-11-7 Attapulgite N.I. N.I. 20 mg/kg 108-88-3 Toluene 2600 mg/kg Rat 12000 mg/kg Rabbit 12.5 mg/L Rat 27138-31-4 Dipropylene glycol dibenzoate 5368 mg/kg Rat >2000 mg/kg Rabbit >200 mg/L Rat 120-55-8 Diethylene glycol dibenzoate 2830 mg/kg Rat 2000 mg/kg Rabbit >200 mg/L Rat 13463-67-7 Titanium dioxide >10000 mg/kg Rat >5000 mg/kg Rabbit >20 mg/L N.I. = No Information 12. Ecological Information ECOLOGICAL INFORMATION: Ecological injuries are not known or expected under normal use. Page 5 / 7 SDS Number: 00070083001 Revision Date: 12/9/2016 113. Disposal Information DISPOSAL INFORMATION: Residues and spilled material are hazardous waste due to ignitability. Dispose of material in accordance with all federal, state and local regulations. State and Local regulations/restrictions are complex and may differ from Federal regulations. Responsibility for proper waste disposal is with the owner of the waste. Do not flush into surface water or sanitary sewer system. Do not empty into drains. Do not re-use empty containers. The container for this product can present explosion or fire hazards, even when emptied. To avoid risk of injury, do not cut, puncture, or weld on or near this container. 14. Transport Information SPECIAL TRANSPORT PRECAUTIONS: No Information DOT UN/NA Number:UN1133 DOT Proper Shipping Name:Adhesives, containing a flammable liquidDOT Technical Name:N.A. DOT Hazard Class:3 Hazard SubClass:N.A. Packing Group:III 15. Regulatory Information U.S. Federal Regulations: CERCLA - SARA Hazard Category This product has been reviewed according to the EPA ‘Hazard Categories’ promulgated under Sections 311 and 312 of the Superfund Amendment and Reauthorization Act of 1986 (SARA Title III) and is considered, under applicable definitions, to meet the following categories: Fire Hazard, Acute Health Hazard, Chronic Health Hazard SARA SECTION 313: This product contains the following substances subject to the reporting requirements of Section 313 of Title III of the Superfund Amendment and Reauthorization Act of 1986 and 40 CFR part 372: Chemical Name CAS-No. Toluene 108-88-3 TOXIC SUBSTANCES CONTROL ACT: All ingredients in this product are either on TSCA inventory list, or otherwise exempt.This product contains the following chemical substances subject to the reporting requirements of TSCA 12(B) if exported from the United States: No TSCA 12(b) components exist in this product. CALIFORNIA PROPOSITION 65 CARCINOGENS AND REPRODUCTIVE TOXINS CALIFORNIA PROPOSITION 65: WARNING: This product contains chemicals known to the State of California to cause cancer, birth defects or other reproductive harm. International Regulations: As follows - CANADIAN WHMIS: This SDS has been prepared in compliance with Controlled Product Regulations except for the use of the 16 headings. WHMIS Class Consumer Commodity Page 6 / 7 SDS Number: 00070083001 Revision Date: 12/9/2016 116. Other Information Supersedes Date:8/15/2016Revision Date:12/9/2016 Reason for revision:Product Composition Changed Substance and/or Product Properties Changed in Section(s): 01 - Product Information 11 - Toxicological Information Statement(s) Changed Datasheet produced by:Regulatory Department HMIS Ratings: Health:2 Flammability:3 Reactivity:0 Personal Protection:X VOC Less Water Less Exempt Solvent, g/L48.9 VOC Material, g/L:29 VOC as Defined by California Consumer Product Regulation, Wt/Wt%:2.1 Text for GHS Hazard Statements shown in Section 3 describing each ingredient: H225 Highly flammable liquid and vapour. H304 May be fatal if swallowed and enters airways. H312 Harmful in contact with skin. H315 Causes skin irritation. H319 Causes serious eye irritation. H332 Harmful if inhaled. H335 May cause respiratory irritation. H336 May cause drowsiness or dizziness. H373 May cause damage to organs through prolonged or repeated exposure. Icons for GHS Pictograms shown in Section 3 describing each ingredient: GHS02 GHS07 GHS08 Legend: N.A. - Not Applicable, N.E. - Not Established, N.D. - Not Determined DAP believes the data and statements contained herein are accurate as of the date hereof. They are offered in good faith as typical values and not as a product specification. NO WARRANTY OF MERCHANTABILITY, WARRANTY OF FITNESS FOR ANY PARTICULAR PURPOSE OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED, IS MADE WITH REGARD TO THE INFORMATION HEREIN PROVIDED OR THE PRODUCT TO WHICH THE INFORMATION REFERS. Since thisdocument is intended only as a guide to the appropriate use and precautionary handling of the referenced product by a properly trained person, it is therefore the responsibility of the user to (i) review the recommendations with due consideration for the specific context of the intended use and (ii) determine if they are appropriate. Page 7 / 7 Submittal Job # 2019-030R Date Sent:10/24/2019 Oxoboxo Lofts Date Due:10/31/2019 Rough Carpentry - 06100 Submittal Title Lumber-1 Type SPF #1/#2 Grade KD S4S Intended Use Blocking, , Shoring Misc. Framing Notes Contractor's Stamp Architect's Stamp Engineer's Stamp Shawnlee Construction, LLC. 74A Taunton St., Plainville, MA 02762. Tel:508-695-8033 www.ufpi.com Visually Graded Lumber Current Issues Moisture Content Measurement and Control Building codes specify that structural wood building products should be at dry at time of installation. Dry is defined as 19% moisture content (MC) on a dry weight basis. This number has been derived from experiences and has been used by the construction and wood products industry over the last 100 years. It is intended to ensure that wood will perform well in construction, under varying end use conditions. Measurement of moisture content of wood products can be difficult, particularly if done in variable site conditions. Guidelines should be followed to measure and interpret results to correctly assess whether wood products are dry at installation time. For example, when measuring the moisture content of a piece of wood the following factors affect the individual result. x Type of test (oven dry is most accurate) x Type of meter (dielectric, DC resistance) x Product type x Temperature x Species x Variation of wood (wet pockets) x Frequency, location and depth of sampling to correctly represent the entire piece When assessing whether a structure composed of different types of wood products will perform satisfactorily under given end use conditions, the following factors should be considered x Moisture distribution x Where moisture will accumulate x Number of storeys x Location in structure x Construction type and orientation x Sampling and analysis of individual results Practices to help control moisture content during construction phase x Proper storage of building products (off the ground and covered) x Early close-in of walls and roof x Allow venting as long as possible but balance with local climate x Sequence of weather-resistant barrier installation x Sequence of flashing installation x Sequence of cladding installation x Sequence of vapour barrier installation Further information will be provided in the near future. For related info, see www.durable-wood.com or www.forintek.ca or www.cmhc-schl.gc.ca New Shear Values Shear Design Values for Lumber Shear design values for lumber have recently been revised and approved by the American Lumber Standard Committee, in accordance with changes to ASTM Standard D 245, Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber. These new lumber shear design values are higher than earlier assigned values. To obtain more information on new lumber shear design values, contact any of the following agencies: American Wood Council Southern Pine Inspection Bureau West Coast Lumber Inspection Bureau Western Wood Products Association Design provisions, including requirements for shear design of lumber, are published by the American Forest & Paper Association (AF&PA) in the National Design Specification for Wood Construction (NDS ) ® ®, an ANSI national consensus standard. NDS shear provisions are being revised in the next edition of the NDS in order to utilize new lumber shear design values. However, until revision of the NDS has been completed, 1997 NDS design provisions are only to be used with design values in the 1997 NDS Supplement: Design Values for Wood Construction, or similar values. Until appropriate revisions to the NDS can be fully implemented, the American Forest & Paper Association recommends the following as guidance when using new shear design values with the 1997 or earlier editions of the NDS: x The shear stress adjustment factor, CH, for splits, checks, and shakes does not apply to the new shear design values. x Tension-side notching equations (3.4-3 & 3.4-4) are only to be applied with 1997 NDS Supplement design values. These equations are being revised to permit the use of higher lumber shear design values. Until these design provisions are approved, tension-side notches should be designed using existing 1997 NDS design procedures and 1997 NDS Supplement design values. x Provisions in 3.4.5 on shear design for bending members at connections, including equations (3.4-6 & 3.4-7), are only to be applied with 1997 NDS Supplement design values. These provisions are being revised to permit the use of higher lumber shear design values. Until these design provisions are approved, shear design for bending members at connections should be in accordance with existing 1997 NDS design procedures and 1997 NDS Supplement design values.x Alternate design procedures in 4.4.2 do not apply to new shear design values. New Horisontal Shear Values for Canadian lumber used in the US. Applicable to all grades. Species Group Fv(psi) Spruce - Pine - Fir: 135 Douglas Fir - Larch(N): 180 Hem - Fir (N): 145 Northern Species: 110 For more information on the new shear design provisions for lumber, contact the American Wood Council (AWC) Helpdesk at 202/463-4713 or email awcinfo@afandpa.org. Molds Good information on molds can be found in the FAQ section of www.durable-wood.com Answers to the following questions can be found there x Are all molds bad? x Do molds grow only in buildings? x Are all discolored areas mold? Because Forintek has often been asked to investigate such questions a fact sheet has been prepared to assist buyers and users of wood in understanding the nature of wood discolorations and deciding whether or not action is required. The fact sheet can be downloaded in PDF format from the FAQ page of www.durable-wood.com. Introduction Canadian Forests Covering nearly half of Canada's land area of 2.5 billion acres, the Canadian forest offers ample opportunity for tourism, parks and the provision of forest products. This massive resource accounts for 15% of the world's softwood timber from which Canada produces 11% of the world's lumber. The bulk of Canadian softwood lumber is exported to the United States, where it represents 1/3 of U.S. consumption. Forestry is such a substantial industry in Canada that it is of particular importance that the forest be capable of providing products on a sustainable and perpetual basis. The Canadian forest industry is a world leader in forest management techniques, improving recovery in lumber manufacturing, waste reduction, and new products that maximize resources and species. In 1996, Canada became the first country in the world to have a national standard for Sustainable Forestry Management developed by the Canadian Standards Association (CSA) through an open and inclusive process. To be granted forestry certification under the standard, companies must demonstrate forest management systems based on long term environmental objectives. This map appears courtesy of Natural Resources Canada. Canadian forests have several features that provide desirable structural wood products. Some of those include: a favourable northern climate, a majority of the species (spruces) have small knots and many of the western species grow to 30m or more in height providing long sections of clear straight grain. The majority of the structural products come from a spruce-pine-fir grouping which has the following advantages for structural applications: x straight grain x good workability x light weight x moderate strength x small knotsxholds nails and screws well Species Combination:Spruce - Pine - Fir Abbreviation: S-P-F Species Included in Combination Growth Regions White Spruce Englemann Spruce Red Spruce Black Spruce Jack Pine Lodgepole Pine Balsam Fir Alpine Fir Characteristics Colour Ranges x white to pale yellow x works easily x takes paint well x holds nails well x good gluing characteristics Lumber Properties Lumber is a general term which includes boards, dimension lumber, and timber. The product is manufactured by sawing logs into rough size lumber or cants (square timbers) which are edged, resawn to final dimension and cut to length. This section deals with lumber products used for structural framing. In the context of North American construction materials, it usually refers to wood originating from softwood species of trees. In the smaller sizes it is known as "dimension lumber," and in the larger sizes as "timbers." Testing For many years, the design values of Canadian dimension lumber were determined by testing small clear samples and applying appropriate adjustments depending on grade, size, moisture and safety factors. Although this approach has worked well in the past, there were some indications that it did not always provide an accurate reflection of how a full sized member would behave in service. Beginning in the 1970s, new data was gathered on full-size graded lumber. In the early 1980s, the wood industries in Canada and in the United States embarked on a joint comprehensive testing program which involved testing thousands of pieces of dimension lumber to destruction to determine their in- service characteristics. It was agreed that this testing program should simulate, as closely as possible, the structural end use conditions to which the lumber would be subjected to. This is called in-grade testing. Results The in-grade design values resulted in new relationships between species, sizes and grades. The change reflects the importance of wood characteristics in predicting strength properties. The presence and location of characteristics such as knots influence wood strength. This is also shown in the size factor for lumber. There are significant differences in strength properties between 2 by 4 and 2 by 12 lumber. The difference relates to the size of characteristics permitted in for each lumber size as established by grading rules. Full size testing has resulted in size factors for each size of lumber. Design values for different grades have changed. Based on the two major testing programs, researchers have concluded that no consistent difference could be found between No. 1 and No. 2 grades for Canadian dimension lumber. As a result the same design value is applied for both grades No.1 and No. 2. Select Structural grade, which is sometimes available, has higher design values. On a species level, the effect of the in-grade testing raised S-P-F and Hem-Fir values while Douglas Fir- Larch values decreased slightly, when compared to design values based on previous small clear testing. The data which resulted from the in-grade testing programs has been used to update the design values which are applied in Canada and the United States. For more information on the Lumber Properties program please refer to the Canadian Lumber Properties book. U.S. Design Value acceptance Following the testing program, a new ASTM Standard D1990 ("Establishing Allowable Properties for Visually Graded Dimension Lumber from In-Grade Tests of Full-Sized Specimens") was approved. Data for bending, tension parallel to grain, compression parallel to grain, and modulus of elasticity were analyzed in accordance with this Standard. The Canadian lumber design values based on this data are published in the 1997 "National Design Specification for Wood Construction" (NDS) ANSI Standard and are also published in the National Lumber Grades Authority's "NLGA Standard Grading Rules for Canadian Lumber". These values have been approved by the American Lumber Standards (ALS) Board of Review. Design values published in the NDS are adopted in all U.S. model building codes including ICBO, BOCA, NCSBCS, SBCCI. Canadian Design Value Acceptance The Canadian Design values for wood were developed in a limit states design format. The CSA O86 Technical Committee on Engineering Design in Wood approved these design values in 1989. They were generated with a reliability-based design approach that incorporated the in-grade testing data to generate specified strengths. The procedures are described in Canadian Lumber Properties Size Adjusted Design Values for Canadian Species used in the United States Design values for lumber presented in this section are based on ASTM Standards in accordance with the requirements of American Softwood Lumber Standard PS20-99 , as applied to species grown within Canada. Design values are in pounds per square inch (psi) Grade Size Bending Fb Tension parallel to grain Ft Shearparallelto grain Fv Comp. perp.tograin Fcperp Comp. parallel to grain Fc Modulus of Elasticity E 2x2 2x3 2x4 1875 1050 1610 2x6 1625 910 1540 2x8 1500 840 1470 2x10 1375 770 1400 Sel. Str. 2x12 1250 700 135 425 1400 1,500,000 2x2 2x3 2x4 1310 675 1320 2x6 1135 585 1265 2x8 1050 540 1205 2x10 960 495 1150 No.1 & No.2 2x12 875 450 135 425 1150 1,400,000 2x2 2x3 2x4 750 375 745 2x6 650 325 715 2x8 600 300 680 2x10 550 275 650 S-P-F No.3 2x12 500 250 135 425 650 1,200,000 These size adjusted values are intended for use by qualified designers and can be used in conjunction with the appropriate adjustment factors from the tables below. Flat Use Factors (Cfu) - For Use Where Lumber is Loaded FlatwiseApply to Tabulated Design Values for Extreme Fibre Stress in Bending Nominal ThicknessNominal Width 2" & 3"4" 2" & 3" 1.00 - 4"1.10 1.00 5"1.10 1.05 6"1.15 1.05 8"1.15 1.05 10" & wider 1.20 1.10 *Note: These factors apply to all dimension lumber except decking grades. Bending design values for deckinggrades have already been adjusted for flat usage. Wet Use Factors (CM) For Tabulated Design Values The recommended design values are for applications where the wood does not exceed 19%. For use conditions where the moisture content of dimension lumber will exceed 19%, the Wet Use Adjustment Factors below are recommended: Property Adjustment Factor Fb Extreme Fibre Test in Bending 0.85* Ft Tension Parallel to Grain 1.0 Fv Horisontal Shear 0.97 Fc perp Compression Perpendicular to Grain 0.67 Fc Compression Parallel to Grain 0.8** E Modulus of Elasticity 0.9 * Bending Wet Use Factor = 1.0 where Fb x CF (Base Value x Size Factor) does not exceed 1150 psi. ** Compression Parallel Wet Use Factor = 1.0 where Fc x C,F (Base Value x Size Factor) does not exceed 750 psi. Duration of Load Adjustment (Cd) For Tabulated Design Values Load Duration Factor Permanent 0.9 Ten Years (Normal Load) 1.0 Two Months (Snow Load) 1.15* Seven Days 1.25* Ten Minutes (Wind, Earthquake) 1.6 Impact 2.0 Confirm load requirements with local codes. Refer to Model Building Codes or the National Design Specification for high-temperature or fire-retardant treated adjustment factors. For more information get the NDS supplement from www.awc.org Design Values for Canadian Species used in Canada These specified strengths and modulus of elasticity are based on lumber that is graded in accordance with NLGA Standard Grading Rules for Canadian Lumber. Lumber should be identified by a grade stamp in accordance with the provisions or the CSA Standard CAN/CSA-O141. These values are referenced in the NBCC or the provincial equivalent. These values are intended to be used by qualified designers and can be used in conjunction with the appropriate adjustment factors found in the CSA O86 Standard . Design tables, examples and background information can be found in The CWC's Wood Design Manual which includes a copy of CSA O86 supplemented with commentary material. Specified strengths and modulus of elasticity for Structural Joists and Planks, Structural Light Framing and Stud Grade Lumber Design Values are in Megapascals (MPa) Species Grade Bending at Extreme Fibre Fb Longitudinal shear Fv Compression Parallel to Grain Fc Perpen- dicular to Grain Fcp Tension Parallel to Grain Ft Modulus of Elasticity E E05 Sel Str 16.5 1.1 19.0 10.6 12,500 8,500 No.1/No.2 10.0 1.1 14.0 5.8 11,000 7,000 Douglas Fir - Larch No.3/Stud 4.6 1.1 4.6 7.0 2.1 10,000 5,500 Sel Str 16.0 0.9 17.6 9.7 12,000 8,500 No.1/No.2 11.0 0.9 14.8 6.2 11,000 7,500 Hem-Fir No.3/Stud 7.0 0.9 7.0 4.6 3.2 10,000 6,000 Sel Str 16.5 1.0 14.5 8.6 10,500 7,500 No.1/No.2 11.8 1.0 11.5 5.5 9,500 6,500 Spruce-Pine-Fir No.3/Stud 7.0 1.0 7.0 5.3 3.2 9,000 5,500 Sel Str 10.6 0.9 13.0 6.2 7,500 5,500 No.1/No.2 7.6 0.9 10.4 4.0 7,000 5,000 Northern Species No.3/Stud 4.5 0.9 4.5 3.5 2.0 6,500 4,000 Note:Tabulated values are based on the following standard conditions: (a) 286 mm larger dimension; (b) dry service conditions; and (c) standard-term duration of load. Physical Properties Physical properties of commercially available Canadian softwood species are summarized in table format below. Species Density Hardness* Side (N) End (N) Thermal Conductivity W/(m.K)@ 15%M.C. perpendicular to grain D.Fir-Larch (N)0.49 2990 4020 0.151 Hem-Fir (N)0.46 2355 4060 0.144 S-P-F 0.42 2169 2976 0.130 Northern 0.35 1676 2675 0.115 *Note: Hardness data was collected by Forintek Canada Corp with a load required to imbed 11.3mm. sphere to half diameter (N). Thermal conductivity is given as a coefficient. To calculate its resistance (RSI value), divide length by thermal conductivity. For example one inch of S-P-F would give 0.0254 / 0.13 = 0.195 W / (m2 K) or 1.1 BTU / (ft2 hr F) Species Resistance to Decay Apsorption of Treatment D.Fir-Larch moderate low to moderate Hem-Fir low moderate S-P-F low low to moderate high low moderate good x Cedars x White PinesNorthern Species x Other Pines low good Note: Information in this table applies only to the heartwood of the species. Surface Smoothness There are three general levels of surface smoothness to which lumber is manufactured. Rough lumber is lumber which has been sawn, trimmed, and edged. The saw blades used for mass manufacturing are coarse toothed for speed of production and, as a result, rough lumber is usually characterized by striations or saw lines. Surfaced lumber is lumber which has been surfaced after sawing by passing through a planing machine for the purpose of adding smoothness and uniformity of size on one side (S1S), two sides (S2S), four sides (S4S), or a combination of sides and edges. Quality Control The Grading System To ensure the quality of each piece of lumber, Canadian mills have each piece of lumber graded and grade stamped by lumber graders approved by the grading agency. The grading agency is required under the CLSAB regulations to perform a minimun of twelve (12) inspections per calendar year at approximately monthly intevals at each facility. This grade stamp can only be used if the mill is a member of the grading agency. The Canadian Lumber Standards Accreditation Board (CLSAB) is the regulatory body that oversees the lumber grading system in Canada. Membership in the CLSAB includes lumber manufacturers' associations and independent grading agencies in Canada that have been accredited by the CLSAB. Most Canadian grading agencies have also been accredited by the American Lumber Standard Board of Review for lumber shipped to the US. This is possible because lumber grades and sizes have been standardized in Canada and the United States. Other sizes and grades may be produced for offshore markets. Examples of CWC member agency grade stamps are shown below. Lumber Grade stamps Standards Canadian dimension lumber, timbers and boards are manufactured according to the Standard Grading Rules for Canadian Lumber published by the National Lumber Grades Authority. This NLGA rule is what is used by graders to assign a grade to lumber, timbers and boards. The NLGA rule is approved by the Canadian Lumber Standards Accreditation Board in Canada and by the Americain Lumber Standards Board of Review in the U.S.. Approval in both countries is possible because grades and sizes of Canadian dimension lumber are identical to those in use throughout the United States. Therefore Lumber manufactured and measured according to NLGA grading rules is considered Standard Lumber in Canada and in the United States and meets both the provisions of American Softwood Lumber Standard PS 20-99 and those of the Canadian Softwood Lumber CSA Standard CAN/CSA-O141. These product standards both reference the NLGA grading rules to ensure consistent product quality. NLGA is a rules writing agency responsible for writing, interpreting and maintaining Canadian lumber grading rules. Grading rules exist to maintain a standard or measure of value between mills manufacturing similar woods so that uniform quality is ensured to the public. Canadian Lumber Standards Accreditation Board (CLSAB) CLSAB performs normal monitoring of agencies to ensure the visual grading system maintains standards expected by lumber users. CLSAB's membership consists of Canadian grading agencies,which are subject to accreditation and inspection to ensure that they carry out their functions properly. In turn, these agencies conduct qualification and inspection of the mills to ensure the grading is done properly on a day-to-day basis. Re-inspection Grading of lumber is based upon grade, moisture content, size and manufacture at the time of grading, shipment and unloading by the buyer. If questions arise the agency whose grade stamp appears on the lumber and/or NLGA should be contacted. Contact information can be found at Canadian grading agencies listing on NLGA's website. For additional information on Canadian lumber quality control contact the NLGA at (604) 524-2393 or visit their website at www.nlga.org Uses The predominant use of dimension lumber in building construction is in framing of roofs, floors, shearwalls, diaphragms, and load bearing walls. Lumber may be used directly as framing materials or may be used to manufacture engineered structural products, such as light frame trusses or prefabricated wood I-joists. Special grade dimension lumber called lamstock (laminating stock) is manufactured exclusively for glulam. Dimension lumber is categorized into the following four groups: Structural Light Framing, Structural Joists and Planks, Light Framing, and Studs. The table below shows the grades and uses for these groups. Dimension Lumber - Grades and Uses Grade Category Size Grades CommonGrade Mix Principal Uses Structural Light Framing 38 to 89mm (2" to 4" nom.) thick and wide Select Structural, No.1, No.2, No.3 No.2 and Better Used for engineering applications such as for trusses, lintels, rafters and joists in the smaller dimensions. Structural Joists and Planks 38 to 89mm (2" to 4" nom.) thick and 114mm (5" nom.) or more wide Select Structural, No.1, No.2, No.3 No.2 and Better Used for engineering applications such as for trusses, lintels, rafters, and joists in the dimensions greater than 114mm (5" nom.). Light Framing 38 to 89mm (2" to 4" nom.) thick and wide Construction, Standard, Utility Standard and Better (Std. & Btr.) Used for general framing where high strength values are not required such as for plates, sills, and blocking. Studs 38 to 89mm (2" to 4" nom.) thick and 38 to 140mm (2" to 6" nom.) wide and 3m (10') or less in length Stud, Economy Stud Made principally for use in walls. Stud grade is suitable for bearing wall applications. Economy grade is suitable for temporary applications. Notes: 1. Grades may be bundled individually or they may be individually stamped but they must be grouped together with the engineering properties dictated by the lowest strength grade in the bundle. 2. The common grade mix shown is the most economical blending of strength for most applications where appearance is not a factor and average strength is acceptable. 3. Except for economy grade, all grades are stress graded which means specified strengths have been assigned and span tables calculated. Economy and utility grades are suited for temporary construction or for applications where strength and appearance are not important. 4. Construction, Standard, Stud, and No. 3 grades should be used in designs that are composed of 3 or more essentially parallel members (load sharing) spaced at 610mm (2") centres or less. 5. Strength properties and appearance are best in the premium grades such as Select Structural. Grades Dimension Lumber Grades Canadian dimension lumber is manufactured to conform to grading rules meeting Canadian and US requirements. Each piece of lumber is inspected to determine its grade and a stamp is applied indicating the assigned grade, the mill of origin, a green or dry moisture content at time of manufacture, the species or species group, and the grading authority having jurisdiction over the mill of origin. Lumber has traditionally been graded by visual inspection. The grade of a given piece of lumber is based on visual observation of such characteristics as slope of grain and the location of knots. Most softwood lumber is assigned either an appearance grade or a structural grade based on visual review by a lumber grading who is an integral part of the lumber manufacturing process. Based on correlation between appearance and strength, lumber graders are trained to assign a strength grade to lumber based on appearance criteria such as the presence of wane (bark remnant on the outer edge), presence, size and location of knots, the slope of the grain relative to the long axis and several others. The table below shows a sample of a few of the criteria used to asses grade for a 2x4 as structural light framing or as a structural joist and plank. Grades Characteristic Select Structural No. 1 & No. 2 No. 3 Edge of wide face knots 3/4"1 1/4" 1 3/4" Slope of grain 1 in 12 1 in 8 1 in 4 Dimension lumber is generally grade stamped about 600mm (2') from one end of each piece so that the stamp will be clearly visible during construction. (Specialty items such as lumber manufactured for millwork or for decorative purposes are seldom marked). To keep sorting cost to a minimum grades may be marketed by being grouped together. For example, there is an appearance difference between No.1 and No.2 Canadian dimension lumber but not a strength difference. Therefore the product mix No.2 and better is commonly used where the appearanceof No.1 grade lumber is not required, as, for example, in the case of joists and rafters or trusses. Unless regraded, graded lumber should not be ripped or resawn lengthwise for engineered applications. This changes the location of knots and grain slope relative to the areas of high stress concentration and therefore changes the grade. Sizes Dimension Lumber Sizes Standard dimension lumber sizes produced in North America are listed as surfaced dry sizes (19 percent moisture content or less) in the table below. The availability of lumber sizes varies somewhat according to the area of the country from which the raw material originates. Lengths up to 6.1 m ( 20' ) are commonly available from western Canada and up to 4.9m (16') from eastern Canada. Longer lengths are available on special order. They are also available in the form of fingerjoined lumber. Dimension Lumber - Sizes Surfaced Dry (S-Dry), Size, mm Surfaced Dry (S-Dry), Size, in. (actual) Rough Sawn Size, in. (nom.) Surfaced Green (S-Grn) Size, in. (actual) 38 x 38 1-1/2 x 1-1/2 2 x 2 1-9/16 x 1- 9/16 x 64 x 2-1/2 x 3 x 2-9/16 x 89 x 3-1/2 x 4 x 3-9/16 x 140 x 5-1/2 x 6 x 5-5/8 x 184 x 7-1/4 x 8 x 7-1/2 x 235 x 9-1/4 x 10 x 9-1/2 x 286 x 11-1/4 x 12 x 11-1/2 64 x 64 2-1/2 x 2-1/2 3 x 3 2-9/16 x 2- 9/16 x 89 x 3-1/2 x 4 x 3-9/16 x 140 x 5-1/2 x 6 x 5-5/8 x 184 x 7-1/4 x 8 x 7-1/2 x 235 x 9-1/4 x 10 x 9-1/2 x 286 x 11-1/4 x 12 x 11-1/2 89 x 89 3-1/2 x 3-1/2 4 x 4 3-9/16 x 3- 9/16 x 140 x 5-1/2 x 6 x 5-5/8 x 184 x 7-1/4 x 8 x 7-1/2 x 235 x 9-1/4 x 10 x 9-1/2 x 286 x 11-1/4 x 12 x 11-1/2 Notes: 6. 38mm (2" nominal) lumber is readily available as S-Dry. 7. S-Dry lumber is surfaced at a moisture content of 19 percent or less. 8. After drying, S-Green lumber sizes will be approximately the same as S-Dry lumber. 9. Tabulated metric sizes are equivalent to Imperial S-Dry sizes rounded to the nearest millimeter. 10. S-Dry is the final size for seasoned lumber in place and is the size used in design calculations. Moisture Control Moisture content (MC) is the weight of water contained in the wood compared to the wood's oven-dry weight. A change in the size of a piece of lumber is related to the amount of water it absorbs or loses. For moisture contents from 0 to about 28 percent, the moisture is held within the walls of the wood cells. At about 28 percent MC the cell walls reach their capacity or fibre saturation point (FSP) and any additional water must be held in the cell cavities. Moisture Content and Shrinkage ofManufactured Wood Products Moisture Control in Dimension Lumber Lumber stamped S-Grn (surfaced green) is lumber which had a moisture content exceeding 19 percent (unseasoned) at time of manufacture. The designation S-Dry on the grade stamp stands for surfaced dry and means that the lumber was surfaced at a maximum moisture content of 19 percent (seasoned) or less. The grade stamp will not indicate whether seasoning resulted from air drying or kiln drying. Some mills apply a voluntary stamp indicating that the lumber was kiln dried but service performance is the same for kiln dried lumber as for lumber dried by seasoning. Regardless of whether S-Grn or S-Dry at the time of manufacture, careless storage can lead to absorption of water which reverses the seasoning process and therefore increases the possibility that dimensional change will take place when the lumber has been placed into service which of course is not desirable. Shrinkage Coefficients for Canadian Softwoods Shrinkage (% of green wood) to: Species Direction of shrinkage 19%15%12%6% Radial 0.9 1.2 1.4 1.9 Cedar, Western Red Tangential 1.8 2.5 3.0 4.0 Radial 1.8 2.4 2.9 3.8 Douglas Fir, Coast Tangential 2.8 3.8 4.6 6.1 Radial 1.4 1.9 2.3 3.0 Douglas Fir, Interior Tangential 2.5 3.4 4.1 5.5 Radial 1.5 2.1 2.5 3.4 Hemlock, Western Tangential 2.9 3.9 4.7 6.2 Radial 1.7 2.2 2.7 3.6 Larch, Western Tangential 3.3 4.6 5.5 7.3 Radial 0.8 1.0 1.3 1.7 Pine, Eastern White Tangential 2.2 3.0 3.7 4.9 Radial 1.4 1.9 2.3 3.0 Pine, Red Tangential 2.6 3.6 4.3 5.8 Radial 1.5 2.0 2.5 3.3 Pine, Western White Tangential 2.7 3.7 4.4 5.9 Radial 1.5 2.0 2.4 3.2 Spruce, Eastern Tangential 2.5 3.6 4.4 5.8 Radial 1.4 1.9 2.3 3.0 Spruce, Engelmann Tangential 2.6 3.6 4.3 5.7 Careful storage and handling of S-Dry lumber will ensure that it remains in seasoned condition when put into service. Careful storage of S-Grn lumber will allow further drying after service, thereby minimizing dimensional change which might occur after going into service. S-Dry lumber is up to 15 percent more expensive than S-Grn lumber owing to packaging and drying costs. Links and Other Information Fire Safety Dimension lumber is commonly used for Wood-Frame construction in floor, wall, and roof assemblies. Building codes provide guidance on how Wood-Frame construction can be used to meet fire safety requirements Dimension lumber can of course be used in assemblies which do not require a fire- resistance rating. Where a rating is required, the required level of performance can be met by sheathing the wood framing with materials such as gypsum wallboard to protect the wood and retard the spread of fire. The Fire Safety Design in Buildings book outlines the potential for using dimension lumber for all types of buildings both for structural and decorative purposes while meeting fire safety requirements. Links CWC Members Alberta Forest Products Association www.albertaforestproducts.ca APA - Engineered Wood Systems www.apawood.org Quebec Forest Industry Council www.cifq.qc.ca Canadian Institute of Treated Wood www.citw.org Canadian Lumbermen's Association www.cla-ca.ca Canadian Plywood Association www.canply.org Coast Forest & Lumber Association www.cfla.org Council of Forest Industries www.cofi.org Maritime Lumber Bureau www.mlb.ca Structural Board Association www.osbguide.com Other Organizations Forintek Canada Corp. www.forintek.ca National Lumber Grades Authority www.nlga.org FERIC www.feric.ca Submittal Job # 2019-030R Date Sent:10/24/2019 Oxoboxo Lofts Date Due:10/31/2019 Rough Carpentry - 06100 Submittal Title Lumber-2 Type DF #2 Intended Use Temp Stair Treads, Blocking, Joists, Beams @Misc. Framing Notes Contractor's Stamp Architect's Stamp Engineer's Stamp Shawnlee Construction, LLC. 74A Taunton St., Plainville, MA 02762. Tel:508-695-8033 www.ufpi.com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ubmittal Job # 2019-030R Date Sent:10/24/2019 Oxoboxo Lofts Date Due:10/31/2019 Rough Carpentry - 06100 Submittal Title Lumber-3 Type PWLVL Beams, 3100Fb-2.0E Intended Use Engineered Wood Beams and Stair Stringers Notes Sizes as indicated on plans Contractor's Stamp Architect's Stamp Engineer's Stamp Shawnlee Construction, LLC. 74A Taunton St., Plainville, MA 02762. Tel:508-695-8033 www.ufpi.com 109 • PWLVL should be stored lying flat and protected from the weather. • Keep the material above ground to minimize the absorption of ground moisture and allow circulation of air. • PWLVL is for use in covered, dry conditions only. Protect from the weather on the job site both before and after installation. • Except for cutting to length, PWLVL shall not be cut, drilled or notched. Heel cuts may be possible. Contact your Pacific Woodtech representative. • Do not install any damaged LVL. You’ve probably been building with traditional sawn lumber beams and headers for as long as you’ve been building. Now through advances in technology and design, there is a better choice – Pacific Woodtech LVL headers and beams. They are simply a better alternative than traditional sawn lumber pieces. Work with a stronger, stiffer, more consistent and more predictable building material. Compared with similar sized sections, our PWLVL headers and beams can support heavier loads and allows greater spans than conventional lumber. Each piece of PWLVL is pressure sprayed with a UV inhibitor and sealed with emulsified wax.PWLVL 2.0E PRODUCTS & INSTALLATION PWLVL PRODUCT LINE2.0E HANDLING & INSTALLATION 110 1¾” X 2.0E PWLVL Width of Building Column Spacing 11’ 12’ 13’ 14’ 15’ 16’ 17’ 18’ 19’ 20’ 24’2 – 11Jä{” 2 – 11Jä{” 2 – 11Jä{” 2 – 14” 2 – 14” 2 – 16” 2 – 16” 2 – 16” 2 – 18” 2 – 18” 3 – 9½” 3 – 9½” 3 – 11Jä{” 3 – 11Jä{” 3 – 11Jä{” 3 – 14” 3 – 14” 3 – 14” 3 – 16” 3 – 16” 28’2 – 11Jä{” 2 – 11Jä{” 2 – 14” 2 – 14” 2 – 14” 2 – 16” 2 – 16” 2 – 18” 2 – 18” – 3 – 9½” 3 – 11Jä{” 3 – 11Jä{” 3 – 11Jä{” 3 – 14” 3 – 14” 3 – 14” 3 – 16” 3 – 16” 3 – 18” 32’2 – 11Jä{” 2 – 11Jä{” 2 – 14” 2 – 14” 2 – 16” 2 – 16” 2 – 18” 2 – 18”+–– 3 – 9½” 3 – 11Jä{” 3 – 11Jä{” 3 – 14” 3 – 14” 3 – 14” 3 – 16” 3 – 16” 3 – 18” 3 – 18” 36’2 – 11Jä{” 2 – 14” 2 – 14” 2 – 16” 2 – 16” 2 – 18”+2 – 18”+––– 3 – 11Jä{” 3 – 11Jä{” 3 – 11Jä{” 3 – 14” 3 – 14” 3 – 16” 3 – 16” 3 – 16” 3 – 18” 3 – 18” 40’2 – 11Jä{” 2 – 14” 2 – 14” 2 – 16” 2 – 16”+2 – 18”+–––– 3 – 11Jä{” 3 – 11Jä{” 3 – 14” 3 – 14” 3 – 14” 3 – 16” 3 – 16” 3 – 18” 3 – 18” – + see note 3 Notes: 1. PWLVL beam sizes are listed as the number of 1¾” thick pieces by the beam depth, e.g. 2 – 9½” indicates two 1¾” pieces by 9½” deep. 2. All PWLVL beams require support across their full width. 3. The minimum required end and intermediate bearing lengths (based on 850 psi) are 3” and 7½” respectively unless the + symbol is shown. In that case, 4½” and 10½” end and intermediate bearing lengths are required. 4. PWLVL beam sizes are based on residential floor loading of 40 psf live load and 10 psf dead load. The roof framing must be trusses supported at the exterior walls only. 5. Deflection is limited to L/360 at live load and L/240 at total load. 6. PWLVL beam sizes are based on continuous floor joist spans and simple or continuous beam spans. If the floor joists are not continuous, it is permissible to consider a “Width of Building” dimension that is equal to 0.8 times the actual width of the building. Column Spacing Column Spacing A Width of Building This table provides PWLVL beam sizes for center support of one level of floor framing over various column spacings. Where floor joists are continuous over the beam, this table applies only when the ‘A’ span is between 45% and 55% of the building width. 2.0E PWLVL FLOOR BEAMS PWLVL 2.0E DESIGN VALUES & FLOOR BEAMSEQUIVALENT SPECIFIC GRAVITY FOR FASTENER DESIGN Nails & Wood Screws Face Lateral 0.50 Withdrawal 0.50 Edge Lateral 0.50 Withdrawal 0.47 Bolts & Lag Screws Face Lateral 0.50 AVAILABLE SIZES (INCHES) 1¾” 2.0E PWLVL 3½ 5½ 7¼ 9¼ 9½ 11¼ 11⅞ 14 16 18 20 22 23⅞ 3½” 2.0E PWLVL 3½ 5½ 7¼ 9¼ 9½ 11¼ 11⅞ 14 16 18 20 22 23⅞ 2.0E PWLVL Reference Design Values(1) Modulus of Elasticity E = 2,000,000 psi(2) Bending (beam) Fb = 3,100 psi(3)(4) Horizontal Shear (beam) Fv = 285 psi Compression Perpendicular to Grain (beam) Fc = 850 psi(2) (1) Values apply to dry service conditions (2) Do not adjust for load duration (3) May be adjusted by (12/d)1/5, where d is the depth of the member (inches) (4) May be adjusted by 1.04 for repetitive members as defined in ANSI/AF&PA NDS 2.0E PWLVL 1¾” X 2.0E PWLVL REFERENCE DESIGN VALUES Depth Maximum Vertical Shear (lb) Maximum Bending Moment (ft-lb)El (x 106 lb-in2) Weight (plf)100% 115% 125% 100% 115% 125% 3½”1164 1338 1455 1181 1358 1476 13 1.6 5½”1829 2103 2286 2664 3064 3330 49 2.5 7¼”2411 2772 3013 4380 5037 5475 111 3.3 9¼”3076 3537 3845 6791 7810 8489 231 4.2 9½”3159 3633 3948 7125 8194 8907 250 4.3 11¼”3741 4302 4676 9660 11109 12075 415 5.1 11⅞”3948 4541 4936 10647 12245 13309 488 5.4 14” 4655 5353 5819 14320 16468 17900 800 6.4 16” 5320 6118 6650 18210 20942 22763 1195 7.3 18” 5985 6883 7481 22511 25888 28139 1701 8.2 20” 6650 7648 8313 27212 31294 34015 2333 9.1 22” 7315 8412 9144 32305 37150 40381 3106 10.0 23⅞”7938 9129 9923 37428 43043 46786 3969 10.9 3½” X 2.0E PWLVL REFERENCE DESIGN VALUES Depth Maximum Vertical Shear (lb) Maximum Bending Moment (ft-lb)El (x 106 lb-in2) Weight (plf)100% 115% 125% 100% 115% 125% 3½”2328 2677 2909 2362 2716 2952 25 3.2 5½”3658 4206 4572 5328 6128 6660 97 5.0 7¼”4821 5544 6027 8761 10075 10951 222 6.6 9¼”6151 7074 7689 13583 15620 16978 462 8.4 9½”6318 7265 7897 14251 16388 17813 500 8.6 11¼”7481 8603 9352 19320 22218 24150 831 10.2 11⅞”7897 9081 9871 21295 24489 26619 977 10.8 14” 9310 10707 11638 28639 32935 35799 1601 12.7 16” 10640 12236 13300 36421 41884 45526 2389 14.5 18” 11970 13766 14963 45022 51775 56277 3402 16.4 20” 13300 15295 16625 54424 62587 68030 4667 18.2 22” 14630 16825 18288 64609 74301 80761 6211 20.0 23⅞”15877 18258 19846 74857 86085 93571 7939 21.7 2.0E PWLVL LAMINATED VENEER LUMBER BILLET BEAMS For fastening schedules and custom fastening information, please visit our website at www.pacificwoodtech.com Billet Beams are factory-laminated, wide-width LVL beams that provide the convenience of drop-in framing members to your jobsite. Additionally, narrow LVL members can be field-laminated, offering flexibility and versatility to both the construction yard and jobsite. For customer convenience, fastening schedules can be found online in the Pacific Woodtech User’s Guide and custom fastening for dynamic loadings can be determined via our iStruct™ software. 2.0E PWLVL BILLET BEAMS REFERENCE DESIGN VALUES 2.0E PWLVL Reference Design Values(1) Modulus of Elasticity E = 2,000,000 psi(2) Bending (beam) Fb = 3,100 psi(3)(4) Horizontal Shear (beam) Fv = 285 psi Compression Perpendicular to Grain (beam) Fc = 850 psi(2) (1) Values apply to dry service conditions (2) Do not adjust for load duration (3) Adjust by (12/d)1/5, where d is the depth of the member [inches] (4) Adjust by 1.04 for repetitive members as defined in ANSI/AWC NDS 5¼” or THREE-PLY 1¾” 2.0E PWLVL REFERENCE DESIGN VALUES Depth Maximum Vertical Shear (lb) Maximum Bending Moment (ft-lb)El (x 106 lb-in2) Weight (plf)100% 115% 125% 100% 115% 125% 3½”3491 4015 4364 3543 4074 4429 38 4.8 5½”5486 6309 6858 7992 9191 9991 146 7.5 7¼”7232 8317 9040 13141 15112 16426 333 9.9 9¼”9227 10611 11534 20374 23430 25468 693 12.6 9½”9476 10898 11845 21376 24582 26720 750 13.0 11¼”11222 12905 14027 28980 33327 36225 1246 15.3 11⅞”11845 13622 14807 31942 36734 39928 1465 16.2 14” 13965 16060 17456 42959 49403 53699 2401 19.1 16” 15960 18354 19950 54631 62826 68289 3584 21.8 18” 17955 20648 22444 67533 77663 84416 5103 24.5 20” 19950 22943 24938 81635 93881 102044 7000 27.3 22” 21945 25237 27431 96914 111451 121142 9317 30.0 23⅞”23815 27388 29769 112285 129128 140357 11908 32.6 7” or FOUR-PLY 1¾” 2.0E PWLVL REFERENCE DESIGN VALUES Depth Maximum Vertical Shear (lb) Maximum Bending Moment (ft-lb)El (x 106 lb-in2) Weight (plf)100% 115% 125% 100% 115% 125% 3½”4655 5353 5819 4724 5432 5905 50 6.4 5½”7315 8412 9144 10657 12255 13321 194 10.0 7¼”9643 11089 12053 17522 20150 21902 445 13.2 9¼”12303 14148 15378 27166 31240 33957 923 16.8 9½”12635 14530 15794 28501 32777 35627 1000 17.3 11¼”14963 17207 18703 38640 44436 48300 1661 20.5 11⅞”15794 18163 19742 42590 48978 53237 1954 21.6 14” 18620 21413 23275 57279 65871 71599 3201 25.5 16” 21280 24472 26600 72842 83768 91052 4779 29.1 18” 23940 27531 29925 90044 103550 112555 6804 32.7 20” 26600 30590 33250 108847 125174 136059 9333 36.4 22” 29260 33649 36575 129218 148601 161523 12423 40.0 23⅞”31754 36517 39692 149714 172171 187142 15877 43.4 Equivalent Specific Gravity for Fastener Design Nails & Wood Screws: Lateral, face = 0.50 Lateral, edge = 0.50 Withdrawal, face = 0.50 Withdrawal, edge = 0.47 Bolts & Lag Screws: Lateral, face = 0.50 Lateral, edge = N.A. 115 2.0E PWLVL GARAGE DOOR HEADERS 1-STORY 2-STORY – 1¾” X 2.0E PWLVL Roof Loading Snow (115%) Non-Snow (125%) 25 psf LL + 20 psf DL 30 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 20 psf DL 20 psf LL + 25 psf DL Width of Building 9’ 3”16’ 3” 18’ 3” 9’ 3” 16’ 3” 18’ 3” 9’ 3” 16’ 3” 18’ 3” 9’ 3” 16’ 3” 18’ 3” 9’ 3” 16’ 3” 18’ 3” 9’ 3” 16’ 3” 18’ 3” Roof Truss Span with 2’ Soffit Assumed 20’2 – 9½” 2 – 16” 2 – 18” 2 – 9½” 2 – 16” 2 – 18” 2 – 9½” 2 – 16” 2 – 18”+2 – 9½” 2 – 14” 2 – 16” 2 – 9½” 2 – 16” 2 – 16” 2 – 9½” 2 – 16” 2 – 18” 3 – 9½” 3 – 14” 3 – 16” 3 – 9½” 3 – 14” 3 – 16” 3 – 9½” 3 – 14” 3 – 16” 3 – 7¼” 3 – 14” 3 – 14” 3 – 7¼” 3 – 14” 3 – 14” 3 – 9½” 3 – 14” 3 – 16” 24’2 – 9½” 2 – 16” 2 – 18”+2 – 9½” 2 – 16”+2 – 18”+2 – 9½” 2 – 18”+– 2 – 9½” 2 – 16” 2 – 18” 2 – 9½” 2 – 16” 2 – 18” 2 – 9½” 2 – 16” 2 – 18”+ 3 – 9½” 3 – 14” 3 – 16” 3 – 9½” 3 – 14” 3 – 16” 3 – 9½” 3 – 16” 3 – 16” 3 – 9½” 3 – 14” 3 – 16” 3 – 9½” 3 – 14” 3 – 16” 3 – 9½” 3 – 14” 3 – 16” 28’2 – 9½” 2 – 16”+2 – 18”+2 – 9½” 2 – 18”+– 2 – 117⁄8” 2 – 18”+– 2 – 9½” 2 – 16” 2 – 18”+2 – 9½” 2 – 16”+2 – 18”+2 – 9½” 2 – 16”+2 – 18”+ 3 – 9½” 3 – 14” 3 – 16” 3 – 9½” 3 – 16” 3 – 16” 3 – 9½” 3 – 16” 3 – 18” 3 – 9½” 3 – 14” 3 – 16” 3 – 9½” 3 – 14” 3 – 16” 3 – 9½” 3 – 14” 3 – 16” 32’2 – 117⁄8” 2 – 18”+– 2 – 117⁄8” 2 – 18”+– 2 – 117⁄8” – – 2 – 9½” 2 – 16”+2 – 18”+2 – 9½” 2 – 18”+– 2 – 117⁄8” 2 – 18”+– 3 – 9½” 3 – 16” 3 – 18” 3 – 9½” 3 – 16” 3 – 18” 3 – 9½” 3 – 16” 3 – 18”+3 – 9½” 3 – 14” 3 – 16” 3 – 9½” 3 – 16” 3 – 16” 3 – 9½” 3 – 16” 3 – 18” 36’2 – 117⁄8” 2 – 18”+– 2 – 117⁄8” – – 2 – 117⁄8” – – 2 – 9½” 2 – 18”+– 2 – 117⁄8” 2 – 18”+– 2 – 117⁄8” 2 – 18”+– 3 – 9½” 3 – 16” 3 – 18”+3 – 9½” 3 – 16” 3 – 18”+3 – 9½” 3 – 16”+3 – 18”+3 – 9½” 3 – 16” 3 – 16” 3 – 9½” 3 – 16” 3 – 18” 3 – 9½” 3 – 16” 3 – 18”+ + see note 3 Notes: 1. PWLVL header sizes are listed as the number of 1¾” thick pieces by the header depth, e.g. 2 – 9½” indicates two 1¾” pieces by 9½” deep. 2. All PWLVL headers require support across their full width. 3. The minimum required bearing length (based on 850 psi) is 3” unless the + symbol is shown. In that case, 4½” is required. 4. PWLVL header sizes are based on residential floor loading of 40 psf live load and 10 psf dead load, and an exterior wall weight of 100 plf. The roof framing is assumed to be trusses supported by the exterior walls only. 5. Deflection is limited to L/360 at live load and L/240 at total load. 6. PWLVL header sizes are based on the assumption that the floor joists are supported in the middle of the building by a beam or wall. 1-STORY – 1¾” X 2.0E PWLVL Roof Loading Snow (115%) Non-Snow (125%) 25 psf LL + 20 psf DL 30 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 20 psf DL 20 psf LL + 25 psf DL Width of Building 9’ 3”16’ 3” 18’ 3” 9’ 3” 16’ 3” 18’ 3” 9’ 3” 16’ 3” 18’ 3” 9’ 3” 16’ 3” 18’ 3” 9’ 3” 16’ 3” 18’ 3” 9’ 3” 16’ 3” 18’ 3” Roof Truss Span with 2’ Soffit Assumed 20’2 – 7¼” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 14” 2 – 14” 2 – 7¼” 2 – 117⁄8”2 – 117⁄8” 2 – 7¼” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 117⁄8” 2 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 117⁄8” 3 – 7¼” 3 – 117⁄8” 3 – 117⁄8” 3 – 7¼” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 117⁄8” 3 – 117⁄8” 24’2 – 7¼” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 14” 2 – 14” 2 – 9½” 2 – 14” 2 – 16” 2 – 7¼” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 117⁄8” 2 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 117⁄8” 3 – 7¼” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 117⁄8” 3 – 117⁄8” 3 – 7¼” 3 – 117⁄8” 3 – 117⁄8” 28’2 – 7¼” 2 – 14” 2 – 14” 2 – 9½” 2 – 14” 2 – 16” 2 – 9½” 2 – 14” 2 – 16” 2 – 7¼” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 14” 2 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 117⁄8” 3 – 7¼” 3 – 117⁄8” 3 – 117⁄8” 3 – 7¼” 3 – 117⁄8” 3 – 14” 32’2 – 9½” 2 – 14” 2 – 16” 2 – 9½” 2 – 14” 2 – 16” 2 – 9½” 2 – 16” 2 – 18”+2 – 7¼” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 14” 2 – 14” 2 – 9½” 2 – 14” 2 – 16” 3 – 7¼” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 14” 3 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 117⁄8” 3 – 7¼” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 14” 36’2 – 9½” 2 – 14” 2 – 16” 2 – 9½” 2 – 16” 2 – 18”+2 – 9½” 2 – 16”+2 – 18”+2 – 7¼” 2 – 14” 2 – 14” 2 – 9½” 2 – 14” 2 – 16” 2 – 9½” 2 – 14” 2 – 16” 3 – 7¼” 3 – 117⁄8”3 – 14” 3 – 7¼” 3 – 14” 3 – 14” 3 – 9½” 3 – 14” 3 – 16” 3 – 7¼” 3 – 117⁄8”3 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 117⁄8” 3 – 14” + see note 3 Notes: 1. PWLVL header sizes are listed as the number of 1¾” thick pieces by the header depth, e.g. 2 – 9½” indicates two 1¾” pieces by 9½” deep. 2. All PWLVL headers require support across their full width. 3. The minimum required bearing length (based on 850 psi) is 3” unless the + symbol is shown. In that case, 4½” is required. 4. The roof framing is assumed to be trusses supported by the exterior walls only. 5. Deflection is limited to L/240 at live load and L/180 at total load. Rough Opening Span A may not exceed Span B B A Rough Opening 2’ Soffit Assumed Roof Truss Span PWLVL 2.0E GARAGE DOOR HEADERSThis table provides PWLVL header sizes for the support of roof trusses over various rough openings. A 2-foot maximum roof overhang is assumed. This table provides PWLVL header sizes for the support of one level of floor framing, an exterior wall and roof trusses over various rough openings. A 2-foot maximum roof overhang and center support for the floor framing are assumed. 2-STORY 7¼ 116 1-STORY – 1¾” X 2.0E PWLVL Roof Loading Snow (115%) Non-Snow (125%) 25 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 25 psf DL Width of Building 6’ 8’ 9’ 10’12’ 6’ 8’ 9’ 10’ 12’ 6’ 8’ 9’ 10’ 12’ 6’ 8’ 9’ 10’ 12’ Roof Truss Span with 2’ Soffit Assumed 20’2 – 7¼” 2 – 7¼” 2 – 9½” 2 – 9½” 2 – 117⁄8” 2 – 7¼” 2 – 9½” 2 – 9½” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 7¼” 2 – 7¼” 2 – 9½” 2 – 117⁄8” 2 – 7¼” 2 – 7¼” 2 – 9½” 2 – 9½” 2 – 117⁄8” 3 – 7¼” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 7¼” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 24’2 – 7¼” 2 – 7¼” 2 – 9½” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 9½” 2 – 9½” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 7¼” 2 – 9½” 2 – 9½” 2 – 117⁄8” 2 – 7¼” 2 – 7¼” 2 – 9½” 2 –117⁄8” 2 – 14” 3 – 7¼” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 28’2 – 7¼” 2 – 9½” 2 – 9½” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 9½” 2 – 117⁄8” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 7¼” 2 – 9½” 2 – 9½” 2 – 117⁄8” 2 – 7¼” 2 – 9½” 2 – 9½” 2 – 117⁄8” 2 – 14” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 117⁄8” 32’2 – 7¼” 2 – 9½” 2 – 9½” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 9½” 2 – 117⁄8” 2 – 117⁄8” 2 – 16” 2 – 7¼” 2 – 7¼” 2 – 9½” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 9½” 2 – 9½” 2 –117⁄8” 2 – 14” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 117⁄8” 36’2 – 7¼” 2 – 9½” 2 – 9½” 2 –117⁄8” 2 – 14” 2 – 7¼” 2 – 9½” 2 – 117⁄8” 2 – 117⁄8” 2 – 16” 2 – 7¼” 2 – 9½” 2 – 9½” 2 – 117⁄8” 2 – 14” 2 – 7¼” 2 – 9½” 2 – 9½” 2 –117⁄8” 2 – 14” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 117⁄8” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 117⁄8” 3 – 14” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 9½” 3 –117⁄8” 3 – 7¼” 3 – 7¼” 3 – 9½” 3 – 9½” 3 – 117⁄8” + see note 3 Notes: 1. PWLVL header sizes are listed as the number of 1¾” thick pieces by the header depth, e.g. 2 – 9½” indicates two 1¾” pieces by 9½” deep. 2. All PWLVL headers require support across their full width. 3. The minimum required bearing length (based on 850 psi) is 3” unless the + symbol is shown. In that case, 4½” is required. 4. The roof framing is assumed to be trusses supported by the exterior walls only. 5. Deflection is limited to L/240 at live load and the lesser of L/180 or 5⁄16” at total load. 2-STORY – 1¾” X 2.0E PWLVL Roof Loading Snow (115%) Non-Snow (125%) 25 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 25 psf DL Width of Building 6’ 8’ 9’ 10’12’ 6’ 8’ 9’ 10’ 12’ 6’ 8’ 9’ 10’ 12’ 6’ 8’ 9’ 10’ 12’ Roof Truss Span with 2’ Soffit Assumed 20’2 –7¼” 2 –9½” 2 –9½” 2 –117⁄8” 2 –14” 2 –7¼” 2 –9½” 2 –117⁄8” 2 –117⁄8” 2 –16” 2 –7¼” 2 –9½” 2 –9½” 2 –117⁄8” 2 –14” 2 –7¼” 2 –9½” 2 –9½” 2 –117⁄8” 2 –14” 3 –7¼” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 3 –7¼” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –7¼” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 24’2 –7¼” 2 –9½” 2 –117⁄8” 2 –117⁄8” 2 –16” 2 –7¼” 2 –9½” 2 –117⁄8” 2 –14” 2 –16” 2 –7¼” 2 –9½” 2 –9½” 2 –117⁄8” 2 –14” 2 –7¼” 2 –9½” 2 –117⁄8” 2 –117⁄8” 2 –16” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 3 –7¼” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 28’2 –7¼” 2 –9½” 2 –117⁄8” 2 –117⁄8” 2 –16” 2 –7¼” 2 –9½” 2 –117⁄8” 2 –14” 2 –16” 2 –7¼” 2 –9½” 2 –117⁄8” 2 –117⁄8” 2 –16” 2 –7¼” 2 –9½” 2 –117⁄8” 2 –117⁄8” 2 –16” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 32’2 –7¼” 2 –9½” 2 –117⁄8” 2 –14” 2 –16” 2 –7¼” 2 –117⁄8” 2 –117⁄8” 2 –14” 2 –18”+2 –7¼” 2 –9½” 2 –117⁄8” 2 –117⁄8” 2 –16” 2 –7¼” 2 –9½” 2 –117⁄8” 2 –14” 2 –16” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 3 –7¼” 3 –9½” 3 –117⁄8” 3 –117⁄8” 3 –16” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 36’2 –7¼” 2 –9½” 2 –117⁄8” 2 –14” 2 –16” 2 –7¼” 2 –117⁄8” 2 –117⁄8” 2 –14”+2 –18”+2 –7¼” 2 –9½” 2 –117⁄8” 2 –14” 2 –16” 2 –7¼” 2 –9½” 2 –117⁄8” 2 –14” 2 –16” 3 – 7¼” 3 –9½” 3 –117⁄8” 3 –117⁄8” 3 –14” 3 –7¼” 3 –9½” 3 –117⁄8” 3 –117⁄8” 3 –16” 3 –7¼” 3 –9½” 3 –9½” 3 –117⁄8” 3 –14” 3 –7¼” 3 –9½” 3 –117⁄8” 3 –117⁄8” 3 –14” + see note 3 Notes: 1. PWLVL header sizes are listed as the number of 1¾” thick pieces by the header depth, e.g. 2 – 9½” indicates two 1¾” pieces by 9½” deep. 2. All PWLVL headers require support across their full width. 3. The minimum required bearing length (based on 850 psi) is 3” unless the + symbol is shown. In that case, 4½” is required. 4. PWLVL header sizes are based on residential floor loading of 40 psf live load and 10 psf dead load, and an exterior wall weight of 100 plf. The roof framing is assumed to be trusses supported by the exterior walls only. 5. Deflection is limited to L/360 at live load and the lesser of L/240 or 5⁄16” at total load. 6. PWLVL header sizes are based on the assumption that the floor joists are supported in the middle of the building by a beam or wall. Rough Opening Span A may not exceed Span B B A Rough Opening 2’ Soffit Assumed Roof Truss Span This table provides PWLVL header sizes for the support of one level of floor framing, an exterior wall and roof trusses over various rough openings. A 2-foot maximum roof overhang and center support for the floor framing are assumed. This table provides PWLVL header sizes for the support of roof trusses over various rough openings. A 2-foot maximum roof overhang is assumed.PWLVL 2.0E WINDOW & PATIO DOOR HEADERS2.0E PWLVL WINDOW AND PATIO DOOR HEADERS 1-STORY 2-STORY 117⁄8 117 PWLVL 1¾’ 2.0E FLOOR UNIFORM LOADSALLOWABLE UNIFORM LOADS* – POUNDS PER LINEAL FOOT – 1¾” 2.0E PWLVL Span (ft) Key One 1¾” 2.0E PWLVL 3½” 5½” 7¼” 9¼” 9½” 11¼” 11 7⁄8” 14” 6 LL86333762-----TL 127 497 763 1028 1063 1325 1425 1796BRG 1.5 / 3 1.5 / 3 1.5 / 3.9 2.1 / 5.2 2.2 / 5.4 2.7 / 6.7 2.9 / 7.2 3.6 / 9.1 7 LL54210480----- TL 71 278 636 849 877 1083 1161 1445BRG 1.5 / 3 1.5 / 3 1.5 / 3.8 2 / 5 2.1 / 5.2 2.6 / 6.4 2.7 / 6.9 3.4 / 8.5 8 LL 140 322 668 724 - - -TL 162 374 723 746 916 979 1208 BRG 1.5 / 3 1.5 / 3 2 / 4.9 2 / 5 2.5 / 6.2 2.6 / 6.6 3.3 / 8.2 9 LL 99 226 469 508 - - -TL 100 232 629 649 793 846 1038BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2 / 4.9 2.4 / 6 2.6 / 6.4 3.2 / 7.9 10 LL - - 342 370 615 724 - TL 65 151 509 551 699 745 909BRG 1.5 / 3 1.5 / 3 1.7 / 4.3 1.9 / 4.7 2.4 / 5.9 2.5 / 6.3 3.1 / 7.7 11 LL - - 257 278 462 544 -TL 44 102 381 413 625 665 809 BRG 1.5 / 3 1.5 / 3 1.5 / 3.6 1.5 / 3.9 2.3 / 5.8 2.5 / 6.2 3 / 7.5 12 LL - 198 214 356 419 686TL 71 293 317 529 586 729BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 2.2 / 5.4 2.4 / 6 3 / 7.4 13 LL - 156 169 280 329 540 TL 51 229 249 415 489 663BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.8 / 4.6 2.2 / 5.4 2.9 / 7.3 14 LL - 125 135 224 264 432TL 37 183 198 331 390 578 BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.6 / 4 1.9 / 4.7 2.8 / 6.9 15 LL 101 110 182 214 351TL 148 160 268 316 503BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 1.6 / 4.1 2.6 / 6.4 16 LL 83 90 150 177 289TL 121 131 220 260 428BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3.6 2.3 / 5.8 17 LL 70 75 125 147 241TL 100 109 183 216 356 BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3.2 2.1 / 5.2 18 LL 59 64 105 124 203TL 84 91 153 181 299BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3 1.8 / 4.6 19 LL 54 90 105 173TL 77 129 153 253BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.7 / 4.1 20 LL 77 90 148TL110 130 216 BRG 1.5 / 3 1.5 / 3 1.5 / 3.7 21 LL 66 78 128TL95 112 186BRG1.5 / 3 1.5 / 3 1.5 / 3.4 22 LL 58 68 111TL82 97 161BRG1.5 / 3 1.5 / 3 1.5 / 3.1 23 LL 59 97TL84 140 BRG 1.5 / 3 1.5 / 3 24 LL 86 TL 122BRG1.5 / 3 25 LL 76TL107BRG1.5 / 3 26 LL 67TL95 BRG 1.5 / 3 27 LL 60 TL 84BRG1.5 / 3 28 LL 54TL75BRG1.5 / 3 29 LLTL BRG 30 LL TLBRG * Can be applied to the beam in addition to its own weight. Simple or multiple beam spans. Key to Table: LL = Maximum live load – limits deflection to L/360 TL = Maximum total load – limits deflections to L/240 (or a maximum of 0.3125” for beams 7¼” deep or less) BRG = Required end / intermediate bearing length (inches), based on bearing stress of 850 psi. ALLOWABLE UNIFORM LOADS FLOOR 100% 2.0E BEAM 118 ALLOWABLE UNIFORM LOADS* – POUNDS PER LINEAL FOOT – 1¾” 2.0E PWLVL Span (ft) Key Two 1¾” 2.0E PWLVL 3½” 5½” 7¼” 9¼” 9½” 11¼” 11 7⁄8” 14” 16” 18” 20” 22” 23 7⁄8” 6 LL 172 666 1525 ----------TL 254 993 1526 2056 2127 2650 2850 3591 4388 5304 6366 7613 8997BRG 1.5 / 3 1.5 / 3 1.5 / 3.9 2.1 / 5.2 2.2 / 5.4 2.7 / 6.7 2.9 / 7.2 3.6 / 9.1 4.4 / 11.1 5.4 / 13.4 6.4 / 16.1 7.7 / 19.2 9.1 / 22.7 7 LL108419960---------- TL 141 556 1272 1698 1754 2166 2322 2889 3484 4147 4893 5736 6634BRG 1.5 / 3 1.5 / 3 1.5 / 3.8 2 / 5 2.1 / 5.2 2.6 / 6.4 2.7 / 6.9 3.4 / 8.5 4.1 / 10.3 4.9 / 12.2 5.8 / 14.4 6.8 / 16.9 7.8 / 19.6 8 LL 281 643 1336 1447 --------TL 324 747 1446 1493 1831 1958 2416 2887 3404 3972 4600 5252 BRG 1.5 / 3 1.5 / 3 2 / 4.9 2 / 5 2.5 / 6.2 2.6 / 6.6 3.3 / 8.2 3.9 / 9.8 4.6 / 11.5 5.4 / 13.4 6.2 / 15.5 7.1 / 17.7 9 LL 197 452 938 1016 --------TL 200 464 1259 1298 1586 1693 2075 2465 2885 3342 3838 4346BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2 / 4.9 2.4 / 6 2.6 / 6.4 3.2 / 7.9 3.8 / 9.4 4.4 / 11 5.1 / 12.7 5.8 / 14.6 6.6 / 16.5 10 LL - - 684 741 1230 1447 ------ TL 130 302 1018 1103 1398 1490 1819 2150 2504 2884 3292 3705BRG 1.5 / 3 1.5 / 3 1.7 / 4.3 1.9 / 4.7 2.4 / 5.9 2.5 / 6.3 3.1 / 7.7 3.6 / 9.1 4.2 / 10.6 4.9 / 12.2 5.6 / 13.9 6.3 / 15.7 11 LL - - 514 557 924 1087 ------TL 87 204 762 826 1250 1331 1618 1905 2211 2535 2882 3228 BRG 1.5 / 3 1.5 / 3 1.5 / 3.6 1.5 / 3.9 2.3 / 5.8 2.5 / 6.2 3 / 7.5 3.5 / 8.9 4.1 / 10.3 4.7 / 11.8 5.4 / 13.4 6 / 15 12 LL - 396 429 712 837 1372 -----TL 142 585 635 1058 1172 1457 1711 1979 2262 2562 2860BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 2.2 / 5.4 2.4 / 6 3 / 7.4 3.5 / 8.7 4 / 10.1 4.6 / 11.5 5.2 / 13 5.8 / 14.5 13 LL - 311 337 560 659 1079 ----- TL 102 459 497 830 977 1325 1552 1790 2041 2305 2566BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.8 / 4.6 2.2 / 5.4 2.9 / 7.3 3.4 / 8.6 3.9 / 9.9 4.5 / 11.2 5.1 / 12.7 5.7 / 14.1 14 LL - 249 270 448 527 864 1290 - - - -TL 74 365 396 662 780 1156 1420 1635 1859 2095 2327 BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.6 / 4 1.9 / 4.7 2.8 / 6.9 3.4 / 8.4 3.9 / 9.7 4.4 / 11 5 / 12.4 5.5 / 13.8 15 LL 203 220 365 429 703 1049 1493 - - -TL 296 321 537 632 1006 1280 1504 1707 1920 2128BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 1.6 / 4.1 2.6 / 6.4 3.3 / 8.2 3.8 / 9.6 4.3 / 10.9 4.9 / 12.2 5.4 / 13.5 16 LL 167 181 300 353 579 864 1230 - - -TL 242 263 440 519 856 1124 1391 1578 1771 1960BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3.6 2.3 / 5.8 3.1 / 7.7 3.8 / 9.5 4.3 / 10.7 4.8 / 12 5.3 / 13.3 17 LL 139 151 250 295 483 720 1026 1407 - -TL 200 218 365 431 711 994 1230 1466 1644 1817 BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3.2 2.1 / 5.2 2.9 / 7.2 3.6 / 8.9 4.2 / 10.6 4.8 / 11.9 5.3 / 13.1 18 LL 117 127 211 248 407 607 864 1185 - - TL 168 182 306 361 597 885 1095 1326 1534 1693BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3 1.8 / 4.6 2.7 / 6.8 3.4 / 8.4 4.1 / 10.2 4.7 / 11.8 5.2 / 13 19 LL 108 179 211 346 516 735 1008 1342 -TL 153 259 306 506 760 981 1188 1412 1584BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.7 / 4.1 2.5 / 6.2 3.2 / 8 3.9 / 9.6 4.6 / 11.4 5.1 / 12.8 20 LL 154 181 296 442 630 864 1150 1470TL 220 261 432 649 884 1070 1272 1475 BRG 1.5 / 3 1.5 / 3 1.5 / 3.7 2.2 / 5.6 3 / 7.6 3.7 / 9.1 4.3 / 10.9 5 / 12.6 21 LL 133 156 256 382 544 747 994 1270 TL 189 224 371 559 800 969 1152 1336BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 2 / 5.1 2.9 / 7.2 3.5 / 8.7 4.1 / 10.3 4.8 / 12 22 LL 116 136 223 332 473 649 864 1105TL 163 193 321 484 694 881 1048 1216BRG 1.5 / 3 1.5 / 3 1.5 / 3.1 1.8 / 4.6 2.6 / 6.6 3.3 / 8.3 3.9 / 9.9 4.6 / 11.4 23 LL 119 195 291 414 568 756 967TL 168 280 422 605 805 957 1110 BRG 1.5 / 3 1.5 / 3 1.7 / 4.2 2.4 / 6 3.2 / 8 3.8 / 9.4 4.4 / 10.9 24 LL 172 256 365 500 666 851 TL 245 370 530 732 877 1018BRG 1.5 / 3 1.5 / 3.9 2.2 / 5.5 3 / 7.6 3.6 / 9 4.2 / 10.5 25 LL 152 227 323 442 589 753TL 215 325 467 646 807 936BRG 1.5 / 3 1.5 / 3.6 2 / 5.1 2.8 / 7 3.5 / 8.7 4 / 10.1 26 LL 135 201 287 393 524 669TL 190 288 414 572 745 864 BRG 1.5 / 3 1.5 / 3.3 1.9 / 4.7 2.6 / 6.4 3.3 / 8.4 3.9 / 9.7 27 LL 120 180 256 351 468 598 TL 168 255 368 509 681 800BRG 1.5 / 3 1.5 / 3.1 1.7 / 4.4 2.4 / 6 3.2 / 8 3.7 / 9.3 28 LL 108 161 230 315 419 536TL 149 227 328 454 609 742BRG 1.5 / 3 1.5 / 3 1.6 / 4.1 2.2 / 5.6 3 / 7.4 3.6 / 9 29 LL 145 207 283 377 482TL203 294 407 546 690 BRG 1.5 / 3 1.5 / 3.8 2.1 / 5.2 2.8 / 6.9 3.5 / 8.7 30 LL 131 187 256 341 436 TL 182 264 366 491 632BRG1.5 / 3 1.5 / 3.5 1.9 / 4.8 2.6 / 6.4 3.3 / 8.2 * Can be applied to the beam in addition to its own weight. Simple or multiple beam spans. Key to Table: LL = Maximum live load – limits deflection to L/360 TL = Maximum total load – limits deflections to L/240 (or a maximum of 0.3125” for beams 7¼” deep or less) BRG = Required end / intermediate bearing length (inches), based on bearing stress of 850 psi.PWLVL 1¾’ 2.0E FLOOR UNIFORM LOADSALLOWABLE UNIFORM LOADS FLOOR 100% 2.0E BEAM 119 ALLOWABLE UNIFORM LOADS* – POUNDS PER LINEAL FOOT – 1¾” 2.0E PWLVL Span (ft) Key Three 1¾” 2.0E PWLVL 3½” 5½” 7¼” 9¼” 9½” 11¼” 11 7⁄8” 14” 16” 18” 20” 22” 23 7⁄8” 6 LL 257 998 2287 ----------TL 381 1490 2289 3085 3190 3975 4275 5387 6582 7955 9549 11420 13496BRG 1.5 / 3 1.5 / 3 1.5 / 3.9 2.1 / 5.2 2.2 / 5.4 2.7 / 6.7 2.9 / 7.2 3.6 / 9.1 4.4 / 11.1 5.4 / 13.4 6.4 / 16.1 7.7 / 19.2 9.1 / 22.7 7 LL 162 629 1440 ---------- TL 212 835 1908 2547 2632 3249 3483 4334 5225 6221 7339 8604 9951BRG 1.5 / 3 1.5 / 3 1.5 / 3.8 2 / 5 2.1 / 5.2 2.6 / 6.4 2.7 / 6.9 3.4 / 8.5 4.1 / 10.3 4.9 / 12.2 5.8 / 14.4 6.8 / 16.9 7.8 / 19.6 8 LL 421 965 2004 2171 --------TL 486 1121 2169 2239 2747 2937 3624 4331 5105 5958 6900 7878 BRG 1.5 / 3 1.5 / 3 2 / 4.9 2 / 5 2.5 / 6.2 2.6 / 6.6 3.3 / 8.2 3.9 / 9.8 4.6 / 11.5 5.4 / 13.4 6.2 / 15.5 7.1 / 17.7 9 LL 296 678 1407 1525 --------TL 301 696 1888 1948 2379 2539 3113 3697 4328 5013 5758 6518BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2 / 4.9 2.4 / 6 2.6 / 6.4 3.2 / 7.9 3.8 / 9.4 4.4 / 11 5.1 / 12.7 5.8 / 14.6 6.6 / 16.5 10 LL - - 1026 1111 1846 2171 ------ TL 195 453 1526 1654 2097 2236 2728 3224 3755 4325 4939 5557BRG 1.5 / 3 1.5 / 3 1.7 / 4.3 1.9 / 4.7 2.4 / 5.9 2.5 / 6.3 3.1 / 7.7 3.6 / 9.1 4.2 / 10.6 4.9 / 12.2 5.6 / 13.9 6.3 / 15.7 11 LL - - 771 835 1387 1631 ------TL 131 306 1144 1240 1875 1996 2427 2858 3316 3803 4323 4842 BRG 1.5 / 3 1.5 / 3 1.5 / 3.6 1.5 / 3.9 2.3 / 5.8 2.5 / 6.2 3 / 7.5 3.5 / 8.9 4.1 / 10.3 4.7 / 11.8 5.4 / 13.4 6 / 15 12 LL - 594 643 1068 1256 2058 -----TL 213 878 952 1587 1758 2186 2566 2968 3393 3843 4289BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 2.2 / 5.4 2.4 / 6 3 / 7.4 3.5 / 8.7 4 / 10.1 4.6 / 11.5 5.2 / 13 5.8 / 14.5 13 LL - 467 506 840 988 1619 ----- TL 152 688 746 1245 1466 1988 2328 2686 3062 3458 3849BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.8 / 4.6 2.2 / 5.4 2.9 / 7.3 3.4 / 8.6 3.9 / 9.9 4.5 / 11.2 5.1 / 12.7 5.7 / 14.1 14 LL - 374 405 673 791 1296 1935 - - - -TL 111 548 595 994 1170 1734 2130 2452 2789 3143 3490 BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.6 / 4 1.9 / 4.7 2.8 / 6.9 3.4 / 8.4 3.9 / 9.7 4.4 / 11 5 / 12.4 5.5 / 13.8 15 LL 304 329 547 643 1054 1573 2240 - - -TL 443 481 805 949 1508 1921 2255 2561 2880 3192BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 1.6 / 4.1 2.6 / 6.4 3.3 / 8.2 3.8 / 9.6 4.3 / 10.9 4.9 / 12.2 5.4 / 13.5 16 LL 250 271 451 530 868 1296 1846 - - -TL 363 394 661 779 1284 1685 2086 2367 2657 2940BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3.6 2.3 / 5.8 3.1 / 7.7 3.8 / 9.5 4.3 / 10.7 4.8 / 12 5.3 / 13.3 17 LL 209 226 376 442 724 1081 1539 2111 - -TL 301 326 548 647 1067 1490 1845 2200 2466 2725 BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3.2 2.1 / 5.2 2.9 / 7.2 3.6 / 8.9 4.2 / 10.6 4.8 / 11.9 5.3 / 13.1 18 LL 176 191 316 372 610 910 1296 1778 - -TL 251 273 459 542 896 1327 1643 1988 2300 2539BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3 1.8 / 4.6 2.7 / 6.8 3.4 / 8.4 4.1 / 10.2 4.7 / 11.8 5.2 / 13 19 LL 162 269 316 519 774 1102 1512 2012 -TL 230 388 459 759 1139 1472 1782 2118 2377BRG 1.5 / 3 1.5 / 3 1.5 / 3 1.7 / 4.1 2.5 / 6.2 3.2 / 8 3.9 / 9.6 4.6 / 11.4 5.1 / 12.8 20 LL 231 271 445 664 945 1296 1725 2205TL 331 391 648 974 1326 1605 1908 2213 BRG 1.5 / 3 1.5 / 3 1.5 / 3.7 2.2 / 5.6 3 / 7.6 3.7 / 9.1 4.3 / 10.9 5 / 12.6 21 LL 199 234 384 573 816 1120 1490 1905 TL 284 335 557 838 1200 1454 1728 2004BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 2 / 5.1 2.9 / 7.2 3.5 / 8.7 4.1 / 10.3 4.8 / 12 22 LL 173 204 334 499 710 974 1296 1657TL 245 290 482 726 1040 1322 1572 1823BRG 1.5 / 3 1.5 / 3 1.5 / 3.1 1.8 / 4.6 2.6 / 6.6 3.3 / 8.3 3.9 / 9.9 4.6 / 11.4 23 LL 178 292 436 621 852 1134 1450TL 251 419 633 907 1207 1436 1665 BRG 1.5 / 3 1.5 / 3 1.7 / 4.2 2.4 / 6 3.2 / 8 3.8 / 9.4 4.4 / 10.9 24 LL 257 384 547 750 998 1276 TL 367 554 796 1098 1316 1527BRG 1.5 / 3 1.5 / 3.9 2.2 / 5.5 3 / 7.6 3.6 / 9 4.2 / 10.5 25 LL 228 340 484 664 883 1129TL 322 488 701 968 1210 1405BRG 1.5 / 3 1.5 / 3.6 2 / 5.1 2.8 / 7 3.5 / 8.7 4 / 10.1 26 LL 202 302 430 590 785 1004TL 284 431 621 858 1117 1296 BRG 1.5 / 3 1.5 / 3.3 1.9 / 4.7 2.6 / 6.4 3.3 / 8.4 3.9 / 9.7 27 LL 181 270 384 527 701 896 TL 252 383 552 763 1022 1200BRG 1.5 / 3 1.5 / 3.1 1.7 / 4.4 2.4 / 6 3.2 / 8 3.7 / 9.3 28 LL 162 242 344 472 629 804TL 224 341 492 681 913 1113BRG 1.5 / 3 1.5 / 3 1.6 / 4.1 2.2 / 5.6 3 / 7.4 3.6 / 9 29 LL 218 310 425 566 723TL305 440 611 819 1036 BRG 1.5 / 3 1.5 / 3.8 2.1 / 5.2 2.8 / 6.9 3.5 / 8.7 30 LL 197 280 384 511 653 TL 273 395 549 737 947BRG1.5 / 3 1.5 / 3.5 1.9 / 4.8 2.6 / 6.4 3.3 / 8.2 * Can be applied to the beam in addition to its own weight. Simple or multiple beam spans. Key to Table: LL = Maximum live load – limits deflection to L/360 TL = Maximum total load – limits deflections to L/240 (or a maximum of 0.3125” for beams 7¼” deep or less) BRG = Required end / intermediate bearing length (inches), based on bearing stress of 850 psi.PWLVL 1¾’ 2.0E FLOOR UNIFORM LOADSALLOWABLE UNIFORM LOADS FLOOR 100% 2.0E BEAM 120PWLVL 1¾’ 2.0E ROOF UNIFORM LOADSALLOWABLE UNIFORM LOADS* – POUNDS PER LINEAL FOOT – 1¾” 2.0E PWLVL Span (ft) Key One 1¾” 2.0E PWLVL 3½” 5½” 7¼” 9¼” 9½” 11¼” 11 7⁄8” 14” 6 LL129499------TL 132 518 878 1183 1224 1524 1640 2066BRG 1.5 / 3 1.5 / 3 1.8 / 4.4 2.4 / 6 2.5 / 6.2 3.1 / 7.7 3.3 / 8.3 4.2 / 10.4 7 LL-------- TL 71 278 640 977 1009 1246 1336 1662BRG 1.5 / 3 1.5 / 3 1.5 / 3.8 2.3 / 5.8 2.4 / 6 2.9 / 7.4 3.2 / 7.9 3.9 / 9.8 8 LL -------TL 162 374 832 859 1054 1127 1390 BRG 1.5 / 3 1.5 / 3 2.2 / 5.6 2.3 / 5.8 2.8 / 7.1 3 / 7.6 3.8 / 9.4 9 LL - - 704 - - - -TL 100 232 724 747 913 974 1194BRG 1.5 / 3 1.5 / 3 2.2 / 5.5 2.3 / 5.7 2.8 / 6.9 3 / 7.4 3.6 / 9.1 10 LL - - 513 556 - - - TL 65 151 621 651 805 858 1047BRG 1.5 / 3 1.5 / 3 2.1 / 5.3 2.2 / 5.5 2.7 / 6.8 2.9 / 7.3 3.5 / 8.8 11 LL - - 385 418 693 - -TL 44 102 510 537 719 766 931 BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2 / 5 2.7 / 6.7 2.9 / 7.1 3.5 / 8.7 12 LL - 297 322 534 628 -TL 71 392 424 612 675 839BRG 1.5 / 3 1.6 / 4 1.7 / 4.3 2.5 / 6.2 2.7 / 6.9 3.4 / 8.5 13 LL - 233 253 420 494 - TL 51 307 333 521 574 763BRG 1.5 / 3 1.5 / 3.4 1.5 / 3.7 2.3 / 5.7 2.5 / 6.3 3.4 / 8.4 14 LL - 187 203 336 396 648TL 37 245 266 443 494 666 BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 2.1 / 5.3 2.4 / 5.9 3.2 / 7.9 15 LL 152 165 273 322 527TL 198 215 359 423 579BRG 1.5 / 3 1.5 / 3 1.8 / 4.6 2.2 / 5.4 3 / 7.4 16 LL 125 136 225 265 434TL 163 177 295 348 508BRG 1.5 / 3 1.5 / 3 1.6 / 4 1.9 / 4.8 2.8 / 6.9 17 LL 104 113 188 221 362TL 135 146 245 289 449 BRG 1.5 / 3 1.5 / 3 1.5 / 3.6 1.7 / 4.2 2.6 / 6.5 18 LL 88 95 158 186 305TL 113 123 206 243 400BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 1.5 / 3.8 2.5 / 6.2 19 LL 81 135 158 259TL 104 174 206 339BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 2.2 / 5.5 20 LL 115 136 222TL149 175 290 BRG 1.5 / 3 1.5 / 3 2 / 5 21 LL 100 117 192TL128 151 250BRG1.5 / 3 1.5 / 3 1.8 / 4.5 22 LL 87 102 167TL110 131 216BRG1.5 / 3 1.5 / 3 1.6 / 4.1 23 LL 89 146TL114 189 BRG 1.5 / 3 1.5 / 3.8 24 LL 129 TL 165BRG1.5 / 3.5 25 LL 114TL145BRG1.5 / 3.2 26 LL 101TL129 BRG 1.5 / 3 27 LL 90 TL 114BRG1.5 / 3 28 LL 81TL102BRG1.5 / 3 29 LLTL BRG 30 LL TLBRG * Can be applied to the beam in addition to its own weight. Simple or multiple beam spans. Key to Table: LL = Maximum live load – limits deflection to L/240 TL = Maximum total load – limits deflections to L/180 (or a maximum of 0.3125” for beams 7¼” deep or less) BRG = Required end / intermediate bearing length (inches), based on bearing stress of 850 psi. ALLOWABLE UNIFORM LOADS ROOF SNOW 115% 2.0E 121 ALLOWABLE UNIFORM LOADS* – POUNDS PER LINEAL FOOT – 1¾” 2.0E PWLVL Span (ft) Key Two 1¾” 2.0E PWLVL 3½” 5½” 7¼” 9¼” 9½” 11¼” 11 7⁄8” 14” 16” 18” 20” 22” 23 7⁄8” 6 LL257998-----------TL 265 1035 1756 2366 2447 3049 3279 4132 5049 6102 7323 8758 10350BRG 1.5 / 3 1.5 / 3 1.8 / 4.4 2.4 / 6 2.5 / 6.2 3.1 / 7.7 3.3 / 8.3 4.2 / 10.4 5.1 / 12.8 6.2 / 15.4 7.4 / 18.5 8.9 / 22.1 10.5 / 26.1 7 LL------------- TL 141 556 1279 1954 2019 2493 2672 3324 4008 4772 5629 6599 7632BRG 1.5 / 3 1.5 / 3 1.5 / 3.8 2.3 / 5.8 2.4 / 6 2.9 / 7.4 3.2 / 7.9 3.9 / 9.8 4.7 / 11.8 5.6 / 14.1 6.6 / 16.6 7.8 / 19.5 9 / 22.5 8 LL ------------TL 324 747 1664 1718 2108 2254 2780 3323 3917 4570 5293 6043 BRG 1.5 / 3 1.5 / 3 2.2 / 5.6 2.3 / 5.8 2.8 / 7.1 3 / 7.6 3.8 / 9.4 4.5 / 11.2 5.3 / 13.2 6.2 / 15.4 7.1 / 17.9 8.2 / 20.4 9 LL - - 1407 ---------TL 200 464 1449 1494 1825 1948 2389 2837 3321 3846 4417 5001BRG 1.5 / 3 1.5 / 3 2.2 / 5.5 2.3 / 5.7 2.8 / 6.9 3 / 7.4 3.6 / 9.1 4.3 / 10.8 5 / 12.6 5.8 / 14.6 6.7 / 16.8 7.6 / 19 10 LL - - 1026 1111 -------- TL 130 302 1241 1302 1609 1716 2093 2474 2882 3319 3789 4264BRG 1.5 / 3 1.5 / 3 2.1 / 5.3 2.2 / 5.5 2.7 / 6.8 2.9 / 7.3 3.5 / 8.8 4.2 / 10.5 4.9 / 12.2 5.6 / 14 6.4 / 16 7.2 / 18 11 LL - - 771 835 1387 -------TL 87 204 1019 1075 1439 1532 1863 2193 2545 2918 3317 3716 BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2 / 5 2.7 / 6.7 2.9 / 7.1 3.5 / 8.7 4.1 / 10.2 4.7 / 11.8 5.4 / 13.6 6.2 / 15.4 6.9 / 17.3 12 LL - 594 643 1068 1256 ------TL 142 783 849 1224 1350 1678 1970 2278 2604 2949 3292BRG 1.5 / 3 1.6 / 4 1.7 / 4.3 2.5 / 6.2 2.7 / 6.9 3.4 / 8.5 4 / 10 4.6 / 11.6 5.3 / 13.2 6 / 15 6.7 / 16.7 13 LL -467506840988------ TL 102 614 666 1042 1148 1526 1787 2061 2350 2654 2954BRG 1.5 / 3 1.5 / 3.4 1.5 / 3.7 2.3 / 5.7 2.5 / 6.3 3.4 / 8.4 3.9 / 9.8 4.5 / 11.3 5.2 / 12.9 5.8 / 14.6 6.5 / 16.3 14 LL - 374 405 673 791 1296 -----TL 74 490 531 887 989 1332 1635 1882 2141 2412 2679 BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 2.1 / 5.3 2.4 / 5.9 3.2 / 7.9 3.9 / 9.7 4.5 / 11.2 5.1 / 12.7 5.7 / 14.3 6.4 / 15.9 15 LL 304 329 547 643 1054 -----TL 397 430 719 847 1158 1475 1732 1966 2211 2450BRG 1.5 / 3 1.5 / 3 1.8 / 4.6 2.2 / 5.4 3 / 7.4 3.8 / 9.4 4.4 / 11 5 / 12.5 5.6 / 14.1 6.2 / 15.6 16 LL 250271451530868-----TL 326 353 591 696 1016 1294 1602 1817 2040 2258BRG 1.5 / 3 1.5 / 3 1.6 / 4 1.9 / 4.8 2.8 / 6.9 3.5 / 8.8 4.4 / 10.9 4.9 / 12.3 5.5 / 13.8 6.1 / 15.3 17 LL 209 226 376 442 724 1081 - - - -TL 270 293 491 578 899 1145 1417 1689 1894 2093 BRG 1.5 / 3 1.5 / 3 1.5 / 3.6 1.7 / 4.2 2.6 / 6.5 3.3 / 8.3 4.1 / 10.2 4.9 / 12.2 5.5 / 13.7 6 / 15.1 18 LL 176 191 316 372 610 910 - - - - TL 226 245 412 485 800 1020 1262 1527 1767 1950BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 1.5 / 3.8 2.5 / 6.2 3.1 / 7.8 3.9 / 9.7 4.7 / 11.7 5.4 / 13.5 6 / 14.9 19 LL 162 269 316 519 774 1102 - - -TL 207 349 411 679 914 1131 1369 1627 1825BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 2.2 / 5.5 3 / 7.4 3.7 / 9.2 4.4 / 11.1 5.3 / 13.1 5.9 / 14.7 20 LL 231 271 445 664 945 - - -TL 297 351 580 823 1019 1234 1466 1700 BRG 1.5 / 3 1.5 / 3 2 / 5 2.8 / 7 3.5 / 8.7 4.2 / 10.5 5 / 12.5 5.8 / 14.5 21 LL 199 234 384 573 816 - - - TL 255 302 499 745 923 1117 1328 1540BRG 1.5 / 3 1.5 / 3 1.8 / 4.5 2.7 / 6.7 3.3 / 8.3 4 / 10 4.8 / 11.9 5.5 / 13.8 22 LL 173 204 334 499 710 974 - -TL 221 261 433 650 839 1016 1208 1401BRG 1.5 / 3 1.5 / 3 1.6 / 4.1 2.5 / 6.1 3.2 / 7.9 3.8 / 9.6 4.5 / 11.4 5.3 / 13.2 23 LL 178 292 436 621 852 - -TL 227 377 567 767 928 1104 1280 BRG 1.5 / 3 1.5 / 3.8 2.2 / 5.6 3 / 7.6 3.7 / 9.1 4.3 / 10.9 5 / 12.6 24 LL 257 384 547 750 998 - TL 330 498 703 851 1012 1174BRG 1.5 / 3.5 2.1 / 5.2 2.9 / 7.3 3.5 / 8.8 4.2 / 10.4 4.8 / 12.1 25 LL 228 340 484 664 883 -TL 291 439 629 783 931 1080BRG 1.5 / 3.2 1.9 / 4.8 2.7 / 6.8 3.4 / 8.4 4 / 10 4.6 / 11.6 26 LL 202 302 430 590 785 -TL 257 388 557 722 859 997 BRG 1.5 / 3 1.8 / 4.4 2.5 / 6.3 3.2 / 8.1 3.8 / 9.6 4.5 / 11.1 27 LL 181 270 384 527 701 896 TL 228 345 496 669 795 923BRG 1.5 / 3 1.6 / 4.1 2.3 / 5.8 3.1 / 7.8 3.7 / 9.2 4.3 / 10.7 28 LL 162 242 344 472 629 804TL 203 308 443 612 738 857BRG 1.5 / 3 1.5 / 3.8 2.2 / 5.4 3 / 7.4 3.6 / 8.9 4.1 / 10.3 29 LL 218 310 425 566 723TL276 397 549 687 797 BRG 1.5 / 3.5 2 / 5 2.8 / 6.9 3.4 / 8.6 4 / 10 30 LL 197 280 384 511 653 TL 248 357 494 640 743BRG1.5 / 3.3 1.9 / 4.7 2.6 / 6.5 3.3 / 8.3 3.9 / 9.6 * Can be applied to the beam in addition to its own weight. Simple or multiple beam spans. Key to Table: LL = Maximum live load – limits deflection to L/240 TL = Maximum total load – limits deflections to L/180 (or a maximum of 0.3125” for beams 7¼” deep or less) BRG = Required end / intermediate bearing length (inches), based on bearing stress of 850 psi.PWLVL 1¾’ 2.0E ROOF UNIFORM LOADSALLOWABLE UNIFORM LOADS ROOF SNOW 115% 2.0E 122 ALLOWABLE UNIFORM LOADS* – POUNDS PER LINEAL FOOT – 1¾” 2.0E PWLVL Span (ft) Key Three 1¾” 2.0E PWLVL 3½” 5½” 7¼” 9¼” 9½” 11¼” 11 7⁄8” 14” 16” 18” 20” 22” 23 7⁄8” 6 LL 386 1498 -----------TL 397 1553 2634 3549 3671 4573 4919 6198 7573 9152 10985 13137 15525BRG 1.5 / 3 1.5 / 3 1.8 / 4.4 2.4 / 6 2.5 / 6.2 3.1 / 7.7 3.3 / 8.3 4.2 / 10.4 5.1 / 12.8 6.2 / 15.4 7.4 / 18.5 8.9 / 22.1 10.5 / 26.1 7 LL------------- TL 212 835 1919 2931 3028 3739 4008 4987 6012 7157 8444 9899 11449BRG 1.5 / 3 1.5 / 3 1.5 / 3.8 2.3 / 5.8 2.4 / 6 2.9 / 7.4 3.2 / 7.9 3.9 / 9.8 4.7 / 11.8 5.6 / 14.1 6.6 / 16.6 7.8 / 19.5 9 / 22.5 8 LL ------------TL 486 1121 2496 2577 3161 3380 4170 4984 5875 6855 7939 9065 BRG 1.5 / 3 1.5 / 3 2.2 / 5.6 2.3 / 5.8 2.8 / 7.1 3 / 7.6 3.8 / 9.4 4.5 / 11.2 5.3 / 13.2 6.2 / 15.4 7.1 / 17.9 8.2 / 20.4 9 LL - - 2111 ---------TL 301 696 2173 2242 2738 2922 3583 4255 4981 5769 6626 7501BRG 1.5 / 3 1.5 / 3 2.2 / 5.5 2.3 / 5.7 2.8 / 6.9 3 / 7.4 3.6 / 9.1 4.3 / 10.8 5 / 12.6 5.8 / 14.6 6.7 / 16.8 7.6 / 19 10 LL - - 1539 1667 -------- TL 195 453 1862 1954 2414 2573 3140 3711 4322 4978 5684 6396BRG 1.5 / 3 1.5 / 3 2.1 / 5.3 2.2 / 5.5 2.7 / 6.8 2.9 / 7.3 3.5 / 8.8 4.2 / 10.5 4.9 / 12.2 5.6 / 14 6.4 / 16 7.2 / 18 11 LL - - 1156 1253 2080 -------TL 131 306 1529 1612 2158 2298 2794 3290 3817 4378 4976 5573 BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2 / 5 2.7 / 6.7 2.9 / 7.1 3.5 / 8.7 4.1 / 10.2 4.7 / 11.8 5.4 / 13.6 6.2 / 15.4 6.9 / 17.3 12 LL - 891 965 1602 1884 ------TL 213 1175 1273 1836 2025 2517 2954 3417 3906 4424 4938BRG 1.5 / 3 1.6 / 4 1.7 / 4.3 2.5 / 6.2 2.7 / 6.9 3.4 / 8.5 4 / 10 4.6 / 11.6 5.3 / 13.2 6 / 15 6.7 / 16.7 13 LL - 700 759 1260 1482 ------ TL 152 921 999 1562 1723 2289 2681 3092 3525 3981 4431BRG 1.5 / 3 1.5 / 3.4 1.5 / 3.7 2.3 / 5.7 2.5 / 6.3 3.4 / 8.4 3.9 / 9.8 4.5 / 11.3 5.2 / 12.9 5.8 / 14.6 6.5 / 16.3 14 LL - 561 608 1009 1187 1944 -----TL 111 735 797 1330 1483 1997 2453 2823 3212 3619 4019 BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 2.1 / 5.3 2.4 / 5.9 3.2 / 7.9 3.9 / 9.7 4.5 / 11.2 5.1 / 12.7 5.7 / 14.3 6.4 / 15.9 15 LL 456 494 820 965 1581 -----TL 595 646 1078 1270 1737 2212 2597 2949 3316 3676BRG 1.5 / 3 1.5 / 3 1.8 / 4.6 2.2 / 5.4 3 / 7.4 3.8 / 9.4 4.4 / 11 5 / 12.5 5.6 / 14.1 6.2 / 15.6 16 LL 376 407 676 795 1303 -----TL 488 530 886 1044 1525 1941 2402 2726 3060 3386BRG 1.5 / 3 1.5 / 3 1.6 / 4 1.9 / 4.8 2.8 / 6.9 3.5 / 8.8 4.4 / 10.9 4.9 / 12.3 5.5 / 13.8 6.1 / 15.3 17 LL 313 339 564 663 1086 1621 - - - -TL 405 439 736 867 1348 1717 2125 2534 2841 3139 BRG 1.5 / 3 1.5 / 3 1.5 / 3.6 1.7 / 4.2 2.6 / 6.5 3.3 / 8.3 4.1 / 10.2 4.9 / 12.2 5.5 / 13.7 6 / 15.1 18 LL 264 286 475 558 915 1366 - - - - TL 339 368 618 728 1201 1529 1893 2291 2650 2925BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 1.5 / 3.8 2.5 / 6.2 3.1 / 7.8 3.9 / 9.7 4.7 / 11.7 5.4 / 13.5 6 / 14.9 19 LL 243 404 475 778 1161 1653 - - -TL 311 523 617 1018 1370 1696 2053 2440 2738BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 2.2 / 5.5 3 / 7.4 3.7 / 9.2 4.4 / 11.1 5.3 / 13.1 5.9 / 14.7 20 LL 346 407 667 996 1418 - - -TL 446 526 870 1235 1529 1850 2199 2550 BRG 1.5 / 3 1.5 / 3 2 / 5 2.8 / 7 3.5 / 8.7 4.2 / 10.5 5 / 12.5 5.8 / 14.5 21 LL 299 352 576 860 1224 - - - TL 383 453 749 1118 1384 1676 1992 2310BRG 1.5 / 3 1.5 / 3 1.8 / 4.5 2.7 / 6.7 3.3 / 8.3 4 / 10 4.8 / 11.9 5.5 / 13.8 22 LL 260 306 501 748 1065 1461 - -TL 331 392 649 975 1259 1524 1812 2102BRG 1.5 / 3 1.5 / 3 1.6 / 4.1 2.5 / 6.1 3.2 / 7.9 3.8 / 9.6 4.5 / 11.4 5.3 / 13.2 23 LL 268 439 655 932 1279 - -TL 341 566 851 1150 1392 1655 1920 BRG 1.5 / 3 1.5 / 3.8 2.2 / 5.6 3 / 7.6 3.7 / 9.1 4.3 / 10.9 5 / 12.6 24 LL 386 576 820 1125 1498 - TL 496 746 1054 1277 1518 1761BRG 1.5 / 3.5 2.1 / 5.2 2.9 / 7.3 3.5 / 8.8 4.2 / 10.4 4.8 / 12.1 25 LL 341 510 726 996 1325 -TL 436 658 943 1174 1397 1620BRG 1.5 / 3.2 1.9 / 4.8 2.7 / 6.8 3.4 / 8.4 4 / 10 4.6 / 11.6 26 LL 304 453 645 885 1178 -TL 386 582 836 1084 1289 1496 BRG 1.5 / 3 1.8 / 4.4 2.5 / 6.3 3.2 / 8.1 3.8 / 9.6 4.5 / 11.1 27 LL 271 405 576 790 1052 1344 TL 342 518 744 1003 1193 1384BRG 1.5 / 3 1.6 / 4.1 2.3 / 5.8 3.1 / 7.8 3.7 / 9.2 4.3 / 10.7 28 LL 243 363 517 709 943 1205TL 305 462 664 918 1107 1285BRG 1.5 / 3 1.5 / 3.8 2.2 / 5.4 3 / 7.4 3.6 / 8.9 4.1 / 10.3 29 LL 327 465 638 849 1085TL414 595 823 1030 1196 BRG 1.5 / 3.5 2 / 5 2.8 / 6.9 3.4 / 8.6 4 / 10 30 LL 295 420 576 767 980 TL 371 535 741 961 1115BRG1.5 / 3.3 1.9 / 4.7 2.6 / 6.5 3.3 / 8.3 3.9 / 9.6 * Can be applied to the beam in addition to its own weight. Simple or multiple beam spans. Key to Table: LL = Maximum live load – limits deflection to L/240 TL = Maximum total load – limits deflections to L/180 (or a maximum of 0.3125” for beams 7¼” deep or less) BRG = Required end / intermediate bearing length (inches), based on bearing stress of 850 psi.PWLVL 1¾’ 2.0E ROOF UNIFORM LOADSALLOWABLE UNIFORM LOADS ROOF SNOW 115% 2.0E 123 ALLOWABLE UNIFORM LOADS* – POUNDS PER LINEAL FOOT – 1¾” 2.0E PWLVL Span (ft) Key One 1¾” 2.0E PWLVL 3½” 5½” 7¼” 9¼” 9½” 11¼” 11 7⁄8” 14” 6 LL129499------TL 132 518 955 1286 1330 1657 1783 2246BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2.6 / 6.5 2.7 / 6.7 3.4 / 8.4 3.6 / 9 4.5 / 11.4 7 LL-------- TL 71 278 640 1062 1098 1355 1452 1807BRG 1.5 / 3 1.5 / 3 1.5 / 3.8 2.5 / 6.3 2.6 / 6.5 3.2 / 8 3.4 / 8.6 4.3 / 10.7 8 LL -------TL 162 374 905 934 1146 1225 1512 BRG 1.5 / 3 1.5 / 3 2.4 / 6.1 2.5 / 6.3 3.1 / 7.7 3.3 / 8.3 4.1 / 10.2 9 LL - - 704 762 - - -TL 100 232 788 813 992 1059 1299BRG 1.5 / 3 1.5 / 3 2.4 / 6 2.5 / 6.2 3 / 7.5 3.2 / 8.1 3.9 / 9.9 10 LL - - 513 556 - - - TL 65 151 675 708 875 933 1138BRG 1.5 / 3 1.5 / 3 2.3 / 5.7 2.4 / 6 3 / 7.4 3.2 / 7.9 3.8 / 9.6 11 LL - - 385 418 693 815 -TL 44 102 510 552 782 833 1013 BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2.1 / 5.1 2.9 / 7.3 3.1 / 7.8 3.8 / 9.4 12 LL - 297 322 534 628 -TL 71 392 424 666 734 912BRG 1.5 / 3 1.6 / 4 1.7 / 4.3 2.7 / 6.8 3 / 7.5 3.7 / 9.3 13 LL - 233 253 420 494 810 TL 51 307 333 555 625 830BRG 1.5 / 3 1.5 / 3.4 1.5 / 3.7 2.4 / 6.1 2.8 / 6.9 3.7 / 9.1 14 LL - 187 203 336 396 648TL 37 245 266 443 522 724 BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 2.1 / 5.3 2.5 / 6.2 3.4 / 8.6 15 LL 152 165 273 322 527TL 198 215 359 423 630BRG 1.5 / 3 1.5 / 3 1.8 / 4.6 2.2 / 5.4 3.2 / 8 16 LL 125 136 225 265 434TL 163 177 295 348 553BRG 1.5 / 3 1.5 / 3 1.6 / 4 1.9 / 4.8 3 / 7.5 17 LL 104 113 188 221 362TL 135 146 245 289 476 BRG 1.5 / 3 1.5 / 3 1.5 / 3.6 1.7 / 4.2 2.8 / 6.9 18 LL 88 95 158 186 305TL 113 123 206 243 400BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 1.5 / 3.8 2.5 / 6.2 19 LL 81 135 158 259TL 104 174 206 339BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 2.2 / 5.5 20 LL 115 136 222TL149 175 290 BRG 1.5 / 3 1.5 / 3 2 / 5 21 LL 100 117 192TL128 151 250BRG1.5 / 3 1.5 / 3 1.8 / 4.5 22 LL 87 102 167TL110 131 216BRG1.5 / 3 1.5 / 3 1.6 / 4.1 23 LL 89 146TL114 189 BRG 1.5 / 3 1.5 / 3.8 24 LL 129 TL 165BRG1.5 / 3.5 25 LL 114TL145BRG1.5 / 3.2 26 LL 101TL129 BRG 1.5 / 3 27 LL 90 TL 114BRG1.5 / 3 28 LL 81TL102BRG1.5 / 3 29 LLTL BRG 30 LL TLBRG * Can be applied to the beam in addition to its own weight. Simple or multiple beam spans. Key to Table: LL = Maximum live load – limits deflection to L/240 TL = Maximum total load – limits deflections to L/180 (or a maximum of 0.3125” for beams 7¼” deep or less) BRG = Required end / intermediate bearing length (inches), based on bearing stress of 850 psi.PWLVL 1¾’ 2.0E ROOF UNIFORM LOADSALLOWABLE UNIFORM LOADS ROOF NON-SNOW 125% 2.0E 124 ALLOWABLE UNIFORM LOADS* – POUNDS PER LINEAL FOOT – 1¾” 2.0E PWLVL Span (ft) Key Two 1¾” 2.0E PWLVL 3½” 5½” 7¼” 9¼” 9½” 11¼” 11 7⁄8” 14” 16” 18” 20” 22” 23 7⁄8” 6 LL257998-----------TL 265 1035 1909 2573 2661 3315 3565 4492 5489 6634 7962 9521 11252BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2.6 / 6.5 2.7 / 6.7 3.4 / 8.4 3.6 / 9 4.5 / 11.4 5.5 / 13.9 6.7 / 16.8 8 / 20.1 9.6 / 24.1 11.4 / 28.4 7 LL------------- TL 141 556 1279 2125 2195 2710 2905 3615 4358 5188 6120 7175 8298BRG 1.5 / 3 1.5 / 3 1.5 / 3.8 2.5 / 6.3 2.6 / 6.5 3.2 / 8 3.4 / 8.6 4.3 / 10.7 5.1 / 12.9 6.1 / 15.3 7.2 / 18.1 8.5 / 21.2 9.8 / 24.5 8 LL ------------TL 324 747 1810 1868 2292 2451 3023 3613 4259 4969 5755 6571 BRG 1.5 / 3 1.5 / 3 2.4 / 6.1 2.5 / 6.3 3.1 / 7.7 3.3 / 8.3 4.1 / 10.2 4.9 / 12.2 5.7 / 14.4 6.7 / 16.8 7.8 / 19.4 8.9 / 22.2 9 LL - - 1407 1525 --------TL 200 464 1576 1625 1985 2119 2598 3084 3611 4182 4803 5437BRG 1.5 / 3 1.5 / 3 2.4 / 6 2.5 / 6.2 3 / 7.5 3.2 / 8.1 3.9 / 9.9 4.7 / 11.7 5.5 / 13.7 6.4 / 15.9 7.3 / 18.2 8.3 / 20.6 10 LL - - 1026 1111 -------- TL 130 302 1350 1416 1750 1866 2277 2691 3134 3609 4121 4637BRG 1.5 / 3 1.5 / 3 2.3 / 5.7 2.4 / 6 3 / 7.4 3.2 / 7.9 3.8 / 9.6 4.5 / 11.4 5.3 / 13.2 6.1 / 15.2 7 / 17.4 7.8 / 19.6 11 LL - - 771 835 1387 1631 ------TL 87 204 1019 1105 1565 1666 2026 2385 2767 3174 3607 4041 BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2.1 / 5.1 2.9 / 7.3 3.1 / 7.8 3.8 / 9.4 4.4 / 11.1 5.1 / 12.9 5.9 / 14.8 6.7 / 16.8 7.5 / 18.8 12 LL - 594 643 1068 1256 ------TL 142 783 849 1331 1468 1825 2142 2477 2832 3207 3580BRG 1.5 / 3 1.6 / 4 1.7 / 4.3 2.7 / 6.8 3 / 7.5 3.7 / 9.3 4.3 / 10.9 5 / 12.6 5.7 / 14.4 6.5 / 16.3 7.3 / 18.2 13 LL - 467 506 840 988 1619 ----- TL 102 614 666 1110 1249 1660 1944 2242 2556 2887 3213BRG 1.5 / 3 1.5 / 3.4 1.5 / 3.7 2.4 / 6.1 2.8 / 6.9 3.7 / 9.1 4.3 / 10.7 4.9 / 12.3 5.6 / 14.1 6.4 / 15.9 7.1 / 17.7 14 LL - 374 405 673 791 1296 -----TL 74 490 531 887 1044 1448 1779 2047 2329 2624 2914 BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 2.1 / 5.3 2.5 / 6.2 3.4 / 8.6 4.2 / 10.5 4.9 / 12.1 5.5 / 13.8 6.2 / 15.6 6.9 / 17.3 15 LL 304 329 547 643 1054 1573 - - - -TL 397 430 719 847 1260 1604 1884 2139 2405 2665BRG 1.5 / 3 1.5 / 3 1.8 / 4.6 2.2 / 5.4 3.2 / 8 4.1 / 10.2 4.8 / 12 5.4 / 13.6 6.1 / 15.3 6.8 / 16.9 16 LL 250 271 451 530 868 1296 - - - -TL 326 353 591 696 1106 1408 1742 1977 2219 2456BRG 1.5 / 3 1.5 / 3 1.6 / 4 1.9 / 4.8 3 / 7.5 3.8 / 9.6 4.7 / 11.8 5.4 / 13.4 6 / 15.1 6.7 / 16.7 17 LL 209 226 376 442 724 1081 1539 - - -TL 270 293 491 578 953 1246 1541 1838 2060 2276 BRG 1.5 / 3 1.5 / 3 1.5 / 3.6 1.7 / 4.2 2.8 / 6.9 3.6 / 9 4.5 / 11.1 5.3 / 13.3 5.9 / 14.9 6.6 / 16.4 18 LL 176 191 316 372 610 910 1296 - - - TL 226 245 412 485 800 1110 1373 1662 1922 2121BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 1.5 / 3.8 2.5 / 6.2 3.4 / 8.5 4.2 / 10.5 5.1 / 12.7 5.9 / 14.7 6.5 / 16.2 19 LL 162 269 316 519 774 1102 - - -TL 207 349 411 679 994 1231 1489 1770 1986BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 2.2 / 5.5 3.2 / 8.1 4 / 10 4.8 / 12 5.7 / 14.3 6.4 / 16 20 LL 231 271 445 664 945 1296 - -TL 297 351 580 870 1109 1342 1595 1850 BRG 1.5 / 3 1.5 / 3 2 / 5 3 / 7.4 3.8 / 9.5 4.6 / 11.4 5.4 / 13.6 6.3 / 15.7 21 LL 199 234 384 573 816 1120 - - TL 255 302 499 750 1005 1216 1445 1676BRG 1.5 / 3 1.5 / 3 1.8 / 4.5 2.7 / 6.7 3.6 / 9 4.4 / 10.9 5.2 / 12.9 6 / 15 22 LL 173 204 334 499 710 974 1296 -TL 221 261 433 650 914 1106 1315 1525BRG 1.5 / 3 1.5 / 3 1.6 / 4.1 2.5 / 6.1 3.4 / 8.6 4.2 / 10.4 4.9 / 12.3 5.7 / 14.3 23 LL 178 292 436 621 852 1134 -TL 227 377 567 812 1011 1201 1393 BRG 1.5 / 3 1.5 / 3.8 2.2 / 5.6 3.2 / 8 4 / 9.9 4.7 / 11.8 5.5 / 13.7 24 LL 257 384 547 750 998 1276 TL 330 498 713 927 1102 1278BRG 1.5 / 3.5 2.1 / 5.2 2.9 / 7.4 3.8 / 9.5 4.5 / 11.3 5.2 / 13.1 25 LL 228 340 484 664 883 1129TL 291 439 629 853 1014 1176BRG 1.5 / 3.2 1.9 / 4.8 2.7 / 6.8 3.7 / 9.1 4.3 / 10.9 5 / 12.6 26 LL 202 302 430 590 785 1004TL 257 388 557 769 936 1086 BRG 1.5 / 3 1.8 / 4.4 2.5 / 6.3 3.4 / 8.6 4.2 / 10.4 4.8 / 12.1 27 LL 181 270 384 527 701 896 TL 228 345 496 684 866 1005BRG 1.5 / 3 1.6 / 4.1 2.3 / 5.8 3.2 / 8 4 / 10.1 4.7 / 11.6 28 LL 162 242 344 472 629 804TL 203 308 443 612 804 933BRG 1.5 / 3 1.5 / 3.8 2.2 / 5.4 3 / 7.4 3.9 / 9.7 4.5 / 11.2 29 LL 218 310 425 566 723TL276 397 549 735 868 BRG 1.5 / 3.5 2 / 5 2.8 / 6.9 3.7 / 9.2 4.3 / 10.8 30 LL 197 280 384 511 653 TL 248 357 494 662 810BRG1.5 / 3.3 1.9 / 4.7 2.6 / 6.5 3.4 / 8.6 4.2 / 10.5 * Can be applied to the beam in addition to its own weight. Simple or multiple beam spans. Key to Table: LL = Maximum live load – limits deflection to L/240 TL = Maximum total load – limits deflections to L/180 (or a maximum of 0.3125” for beams 7¼” deep or less) BRG = Required end / intermediate bearing length (inches), based on bearing stress of 850 psi.PWLVL 1¾’ 2.0E ROOF UNIFORM LOADSALLOWABLE UNIFORM LOADS ROOF NON-SNOW 125% 2.0E 125 ALLOWABLE UNIFORM LOADS* – POUNDS PER LINEAL FOOT – 1¾” 2.0E PWLVL Span (ft) Key Three 1¾” 2.0E PWLVL 3½” 5½” 7¼” 9¼” 9½” 11¼” 11 7⁄8” 14” 16” 18” 20” 22” 23 7⁄8” 6 LL 386 1498 -----------TL 397 1553 2864 3859 3991 4972 5348 6738 8233 9950 11943 14282 16878BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2.6 / 6.5 2.7 / 6.7 3.4 / 8.4 3.6 / 9 4.5 / 11.4 5.5 / 13.9 6.7 / 16.8 8 / 20.1 9.6 / 24.1 11.4 / 28.4 7 LL------------- TL 212 835 1919 3187 3293 4065 4357 5422 6537 7782 9180 10763 12447BRG 1.5 / 3 1.5 / 3 1.5 / 3.8 2.5 / 6.3 2.6 / 6.5 3.2 / 8 3.4 / 8.6 4.3 / 10.7 5.1 / 12.9 6.1 / 15.3 7.2 / 18.1 8.5 / 21.2 9.8 / 24.5 8 LL ------------TL 486 1121 2715 2802 3438 3676 4535 5419 6388 7454 8632 9856 BRG 1.5 / 3 1.5 / 3 2.4 / 6.1 2.5 / 6.3 3.1 / 7.7 3.3 / 8.3 4.1 / 10.2 4.9 / 12.2 5.7 / 14.4 6.7 / 16.8 7.8 / 19.4 8.9 / 22.2 9 LL - - 2111 2287 --------TL 301 696 2363 2438 2977 3178 3896 4627 5416 6273 7205 8156BRG 1.5 / 3 1.5 / 3 2.4 / 6 2.5 / 6.2 3 / 7.5 3.2 / 8.1 3.9 / 9.9 4.7 / 11.7 5.5 / 13.7 6.4 / 15.9 7.3 / 18.2 8.3 / 20.6 10 LL - - 1539 1667 -------- TL 195 453 2025 2125 2625 2799 3415 4036 4700 5414 6181 6955BRG 1.5 / 3 1.5 / 3 2.3 / 5.7 2.4 / 6 3 / 7.4 3.2 / 7.9 3.8 / 9.6 4.5 / 11.4 5.3 / 13.2 6.1 / 15.2 7 / 17.4 7.8 / 19.6 11 LL - - 1156 1253 2080 2446 ------TL 131 306 1529 1657 2347 2500 3039 3578 4151 4761 5411 6061 BRG 1.5 / 3 1.5 / 3 1.9 / 4.8 2.1 / 5.1 2.9 / 7.3 3.1 / 7.8 3.8 / 9.4 4.4 / 11.1 5.1 / 12.9 5.9 / 14.8 6.7 / 16.8 7.5 / 18.8 12 LL - 891 965 1602 1884 ------TL 213 1175 1273 1997 2202 2737 3213 3716 4248 4811 5370BRG 1.5 / 3 1.6 / 4 1.7 / 4.3 2.7 / 6.8 3 / 7.5 3.7 / 9.3 4.3 / 10.9 5 / 12.6 5.7 / 14.4 6.5 / 16.3 7.3 / 18.2 13 LL - 700 759 1260 1482 2429 ----- TL 152 921 999 1665 1874 2490 2916 3363 3834 4330 4819BRG 1.5 / 3 1.5 / 3.4 1.5 / 3.7 2.4 / 6.1 2.8 / 6.9 3.7 / 9.1 4.3 / 10.7 4.9 / 12.3 5.6 / 14.1 6.4 / 15.9 7.1 / 17.7 14 LL - 561 608 1009 1187 1944 -----TL 111 735 797 1330 1566 2173 2668 3071 3493 3936 4371 BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 2.1 / 5.3 2.5 / 6.2 3.4 / 8.6 4.2 / 10.5 4.9 / 12.1 5.5 / 13.8 6.2 / 15.6 6.9 / 17.3 15 LL 456 494 820 965 1581 2360 - - - -TL 595 646 1078 1270 1890 2406 2825 3208 3607 3998BRG 1.5 / 3 1.5 / 3 1.8 / 4.6 2.2 / 5.4 3.2 / 8 4.1 / 10.2 4.8 / 12 5.4 / 13.6 6.1 / 15.3 6.8 / 16.9 16 LL 376 407 676 795 1303 1944 - - - -TL 488 530 886 1044 1659 2112 2613 2965 3329 3684BRG 1.5 / 3 1.5 / 3 1.6 / 4 1.9 / 4.8 3 / 7.5 3.8 / 9.6 4.7 / 11.8 5.4 / 13.4 6 / 15.1 6.7 / 16.7 17 LL 313 339 564 663 1086 1621 2308 - - -TL 405 439 736 867 1429 1869 2312 2756 3090 3415 BRG 1.5 / 3 1.5 / 3 1.5 / 3.6 1.7 / 4.2 2.8 / 6.9 3.6 / 9 4.5 / 11.1 5.3 / 13.3 5.9 / 14.9 6.6 / 16.4 18 LL 264 286 475 558 915 1366 1944 - - - TL 339 368 618 728 1201 1664 2060 2492 2883 3182BRG 1.5 / 3 1.5 / 3 1.5 / 3.2 1.5 / 3.8 2.5 / 6.2 3.4 / 8.5 4.2 / 10.5 5.1 / 12.7 5.9 / 14.7 6.5 / 16.2 19 LL 243 404 475 778 1161 1653 - - -TL 311 523 617 1018 1491 1846 2234 2655 2979BRG 1.5 / 3 1.5 / 3 1.5 / 3.4 2.2 / 5.5 3.2 / 8.1 4 / 10 4.8 / 12 5.7 / 14.3 6.4 / 16 20 LL 346 407 667 996 1418 1944 - -TL 446 526 870 1306 1664 2014 2393 2775 BRG 1.5 / 3 1.5 / 3 2 / 5 3 / 7.4 3.8 / 9.5 4.6 / 11.4 5.4 / 13.6 6.3 / 15.7 21 LL 299 352 576 860 1224 1680 - - TL 383 453 749 1125 1507 1824 2168 2514BRG 1.5 / 3 1.5 / 3 1.8 / 4.5 2.7 / 6.7 3.6 / 9 4.4 / 10.9 5.2 / 12.9 6 / 15 22 LL 260 306 501 748 1065 1461 1944 -TL 331 392 649 975 1371 1659 1972 2287BRG 1.5 / 3 1.5 / 3 1.6 / 4.1 2.5 / 6.1 3.4 / 8.6 4.2 / 10.4 4.9 / 12.3 5.7 / 14.3 23 LL 268 439 655 932 1279 1702 -TL 341 566 851 1218 1516 1802 2090 BRG 1.5 / 3 1.5 / 3.8 2.2 / 5.6 3.2 / 8 4 / 9.9 4.7 / 11.8 5.5 / 13.7 24 LL 386 576 820 1125 1498 1914 TL 496 746 1069 1390 1653 1917BRG 1.5 / 3.5 2.1 / 5.2 2.9 / 7.4 3.8 / 9.5 4.5 / 11.3 5.2 / 13.1 25 LL 341 510 726 996 1325 1694TL 436 658 943 1279 1521 1764BRG 1.5 / 3.2 1.9 / 4.8 2.7 / 6.8 3.7 / 9.1 4.3 / 10.9 5 / 12.6 26 LL 304 453 645 885 1178 1506TL 386 582 836 1153 1404 1628 BRG 1.5 / 3 1.8 / 4.4 2.5 / 6.3 3.4 / 8.6 4.2 / 10.4 4.8 / 12.1 27 LL 271 405 576 790 1052 1344 TL 342 518 744 1026 1299 1508BRG 1.5 / 3 1.6 / 4.1 2.3 / 5.8 3.2 / 8 4 / 10.1 4.7 / 11.6 28 LL 243 363 517 709 943 1205TL 305 462 664 918 1206 1400BRG 1.5 / 3 1.5 / 3.8 2.2 / 5.4 3 / 7.4 3.9 / 9.7 4.5 / 11.2 29 LL 327 465 638 849 1085TL414 595 823 1102 1303 BRG 1.5 / 3.5 2 / 5 2.8 / 6.9 3.7 / 9.2 4.3 / 10.8 30 LL 295 420 576 767 980 TL 371 535 741 992 1215BRG1.5 / 3.3 1.9 / 4.7 2.6 / 6.5 3.4 / 8.6 4.2 / 10.5 * Can be applied to the beam in addition to its own weight. Simple or multiple beam spans. Key to Table: LL = Maximum live load – limits deflection to L/240 TL = Maximum total load – limits deflections to L/180 (or a maximum of 0.3125” for beams 7¼” deep or less) BRG = Required end / intermediate bearing length (inches), based on bearing stress of 850 psi.PWLVL 1¾’ 2.0E ROOF UNIFORM LOADSALLOWABLE UNIFORM LOADS ROOF NON-SNOW 125% 2.0E I-JOIST AND LVL INSTALLATION GUIDE WOOD—THE MIRACLE MATERIAL Wood is the right choice for a host of construction applications. It is the earth’s natural, energy efficient and renewable building material.ENGINEERED WOOD IS A BETTER USE OF WOOD We’re growing more wood every day. Forests fully cover one-third of the United States’ and one-half of Canada’s land mass. American landowners plant more than two billion trees every year. In addition, millions of trees seed naturally. The forest products industry, which comprises about 15 percent of forestland ownership, is responsible for 41 percent of replanted forest acreage. That works out to more than one billion trees a year, or about three million trees planted every day. This high rate of replanting accounts for the fact that each year, 27 percent more timber is grown than is harvested. Canada’s replanting record shows a fourfold increase in the number of trees planted between 1975 and 1990.Life Cycle Assessment shows wood is the greenest building product. A 2004 CORRIM study gave scientific validation to the strength of wood as a green building product. In examining building products’ life cycles—from extraction of the raw material to demolition of the building at the end of its long lifespan—CORRIM found that wood was better for the environment than steel or concrete in terms of embodied energy, global warming potential, air emissions, water emissions, and solid waste production. For the complete details of the report, visit www.CORRIM.org. Manufacturing wood is energy efficient. Wood products made up 47 percent of all industrial raw materials manufactured in the United States, yet consumed only 4 percent of the energy needed to manufacture all industrial raw materials.Good news for a healthy planet. For every ton of wood grown, a young forest produces 1.07 tons of oxygen and absorbs 1.47 tons of carbon dioxide.Wood—the miracle material for the environment, for design, and for strong, lasting construction.The miracle in today’s wood products is that they make more efficient use of the wood fiber resource to make stronger plywood, oriented strand board, I-joists, glued laminated timbers and laminated veneer lumber. That’s good for the environment, and good for designers seeking strong, efficient and striking building design.OUR PRODUCT WARRANTYPacific Woodtech Corporation warrants that its products, as manufactured, will be free from manufacturing errors or defects in workmanship and material. In addition, provided the product, as manufactured, is correctly installed and used, Pacific Woodtech Corporation warrants the adequacy of its design for the normal and expected life of the structure. This warranty is backed by the full resources of Pacific Woodtech Corporation and by underwritten product liability insurance.LIMITED LIFETIME WARRANTYPacific Woodtech Corporation warrants that PWT-I and PWT-LVL products are free of defects in material and workmanship, as manufactured, and, when stored, installed and finished in accordance with Pacific Woodtech Corporation’s published installation instructions, will perform as specified in the current published specifications for the expected lifetime of the structure in which they are installed.LIMITATIONSPacific Woodtech Corporation must be given reasonable prior notice and opportunity to inspect the product before it will honor any claims under this warranty. If, after inspection and confirmation of the problem, Pacific Woodtech Corporation determines that there is a failure covered by the above warranty, Pacific Woodtech Corporation will repair or replace (at its option) the product at its expense. The product must be stored, handled and installed in accordance with Pacific Woodtech Corporation’s current published installation instructions and design specifications. Failure to follow such instructions will void this warranty. The product must be stored in accordance with recommended procedures and protected from incidental exposure to moisture from whatever source by proper building standards.DISCLAIMERThe limited lifetime warranty set forth above is exclusive and in lieu of any other warranty or guarantee, expressed or implied, including but not limited to any warranties of merchantability or fitness for a particular purpose. Correction of defects in the manner and under the conditions stated above shall constitute the fulfillment of all Pacific Woodtech Corporation’s obligations and liabilities to any person with respect to the product, as manufactured, whether based on contract, negligence, strict liability or otherwise. No person or entity is authorized to create for Pacific Woodtech Corporation any other obligation or liability to any person relating to the product. In no event shall Pacific Woodtech Corporation be liable for indirect, special, incidental or consequential damages of any kind sustained from any cause.J&M 25M 12-0326www.pacificwoodtech.comENGINEERED WOOD PRODUCTS COMBINATIONS OF 1¾” AND 3½” PLIESHOW TO USE THE MAXIMUM UNIFORM SIDE LOAD TABLEEXAMPLE:THREE 1¾” PLIES LOADED FROM BOTH SIDES AND ABOVE (CONDITION B)1. Use allowable load tables or sizing software to size the beam to carry a total load of (300 + 610 + 550) = 1460 plf. 3FGFSUPUIF$POEJUJPO#SPXJOUIFUBCMF4DBOBDSPTTUIFSPXGSPNMFGUUPSJHIUGPSBUBCMFvalue greater than 550 plf, which is the greatest side load carried by the beam. The fourth WBMVFJOUIFSPXJOEJDBUFTUIBUSPXTPGEDPNNPOOBJMTBUwPDXJMMBDDPNNPEBUFBside load of 635 plf which is greater than the 550 plf required. Use 3 rows of 16d common OBJMTBUwPD GSPNCPUITJEFT UPBTTFNCMFUIFCFBNCONDITION A CONDITION B CONDITION CCONDITION D CONDITION ENotes:1. This technical note applies only to uniformly loaded, simple and NVMUJQMFTQBO-7-CFBNT#FBNTUIBUDBSSZDPODFOUSBUFEMPBET PScantilevered beams, are outside the scope of this technical note.2. Square and rectangular holes are not permitted.3. Round holes may be drilled or cut with a hole saw anywhere within the shaded area of the LVL beam.4. The horizontal distance between adjacent holes must be at least two times the size of the larger hole. This restriction also applies to the location of access holes relative to bolt holes in multi-ply LVL beams. 5. Do not drill more than three access holes in any four foot long section of LVL beam.6. The maximum round hole diameter permitted is:LVL Beam Depth5½w7Ýw9½wUPwMaximum Hole Diameter¾www7. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification® for Wood Construction. -7-CFBNTEFGMFDUVOEFSMPBE4J[FIPMFTUPQSPWJEFDMFBSBODFXIFSFrequired.1¾” AND 3½” PLIES—MAXIMUM UNIFORM SIDE LOAD (PLF)Condition3½” x 0.131” Nails 16d Common Nails ½” Bolts2 Rows at 12” o.c.3 Rows at 12” o.c.2 Rows at 12” o.c.3 Rows at 12” o.c.2 Rows at 24” o.c.2 Rows at 12” o.c.3 Rows at 12” o.c.Condition A (2–1¾”)390565510 1015 1520Condition B (3–1¾” OR 1–1¾” + 1–3½”)290 435 425 635765 1145Condition C (2–1¾” + 1–3½”)260 390 375 565 465 930 1395Condition D (4–1¾”)use bolts for this condition 3401015Condition E (2–3½”)use bolts for this condition1720Notes: 1. Minimum fastener schedule for smaller side loads and top-loaded beams: $POEJUJPOT" #$ CFBNTwEFFQPSMFTT SPXTÜwYwBUwPD $POEJUJPOT" #$ CFBNTEFFQFSUIBOw SPXTÜwYwBUwPD Conditions D & E, all beam depths: SPXTÜwCPMUTBUwPD 5IFUBCMFWBMVFTGPSOBJMTNBZCFEPVCMFEGPSwPDBOEUSJQMFEGPS wPDOBJMTQBDJOHT3. The nail schedules shown apply to both sides of a three-ply beam.4. The table values apply to common bolts that conform to ANSI/ASME 4UBOEBSE#"XBTIFSOPUMFTTUIBOBTUBOEBSEDVUXBTIFSshall be between the wood and the bolt head and between the wood and the nut. The distance from the edge of the beam to the bolt holes NVTUCFBUMFBTUwGPSÜwCPMUT#PMUIPMFTTIBMMCFUIFTBNFEJBNFUFSas the bolt. wXJEFCFBNTNVTUCFMPBEFEGSPNCPUITJEFTBOEPSUPQMPBEFE #FBNTXJEFSUIBOwNVTUCFEFTJHOFECZUIFFOHJOFFSPGSFDPSE7. Load duration factors may be applied to the table values.See note 4¼ span⅓ spanEnd supportInterior support⅓ depth⅓ depth⅓ depth610 plf300 plf 550 plfQJFDFTáwQJFDFTáwNail Spacing#PMU4QBDJOHStagger rows of boltsQJFDFTáwORQJFDFáwQJFDFÜwQJFDFTáwQJFDFÜwQJFDFTÜwwNJOwNJOMULTIPLE-PLY LVL BEAM ASSEMBLYLVL HOLE DETAILS LVL BEARING LENGTH REQUIREMENTSSupport MaterialS-P-F (South) Hem-Fir (North)(5)Hem-Fir S-P-F(5)Southern Pine Douglas Fir – Larch(5)1.5E LVL(6)1.8E or 2.0E LVL(6)Fc (psi)335 405 565 575 850LVL Beam Width (in)1¾” 3½” 1¾” 3½” 1¾” 3½” 1¾” 3½” 1¾” 3½”Reaction (x 1000 lbs) 1w Üw Üw Üw Üw Üw Üw Üw Üw Üw2Üw w w Üw w Üw w w Üw Üw3Üw w Üw w Üw w Üw w w Üw4Ýw Üw w w Üw w w Üw w Üw5Ýw Üw Ýw Üw Üw w Üw Üw Üw w6Üw Ýw Üw Ýw Üw w w Üw w7w Üw Ýw Üw Üw Üw w8Ýw w Ýw Üw w Üw w9Ýw Ýw Ýw Üw w Üw Üw10Ýw Ýw Üw Üw Üw11Ýw w Üw Üw12Ýw Ýw w ÜwNotes:1. The minimum required bearing length is 1½w2. Duration of load factors may not be applied to bearing length requirements.3. All LVL beams require support across their full width.4. All LVL beams require lateral support at bearing points.5. Use these values when the LVL beam is supported by a wall plate, sill plate, timber or built-up girder.6. Use these values when the LVL beam is supported by the end of a column or connection hardware.7. The support member must be sized to carry the load from the LVL beam.t-7-TIPVMECFTUPSFEMZJOHGMBUBOEQSPUFDUFEfrom the weather. t,FFQUIFNBUFSJBMBCPWFHSPVOEUPNJOJNJ[Fthe absorption of ground moisture and allow circulation of air.t-7-JTGPSVTFJODPWFSFE ESZDPOEJUJPOTPOMZProtect from the weather on the job site both before and after installation.t&YDFQUGPSDVUUJOHUPMFOHUI -7-TIBMMOPUbe cut, drilled or notched. Heel cuts may be possible. Contact your Pacific Woodtech representative.t%POPUJOTUBMMBOZEBNBHFE-7-BEARING ON WOOD COLUMN Verify the required bearing area and the ability of the supporting column member to provide adequate strength.BEARING ON EXTERIOR WALL Prevent direct contact of LVL with concrete. Consult local building code for requirements.BEAM-TO-BEAM CONNECTION Make sure hanger capacity is appropriate for each application. Hangers must be properly installed to accommodate full capacity.BEARING FOR DOOR OR WINDOW HEADER— 1-STORY TYPICAL 4FFi#FBSJOH-FOHUI3FRVJSFNFOUTw below.WINDOW/DOOR HEADER— 2-STORY TYPICAL4FFi#FBSJOH Length 3FRVJSFNFOUTw below.BEARING ON STEEL COLUMN Verify the required bearing area and the ability of the supporting column member to provide adequate strength.LVL BEARING LENGTH REQUIREMENTSSupport MaterialS-P-F (South) Hem-Fir (North)(5)Hem-Fir S-P-F(5)Southern Pine Douglas Fir – Larch(5)1.5E LVL(6)1.8E or 2.0E LVL(6)Fc (psi)335 405 565 575 850LVL Beam Width (in)1¾” 3½” 1¾” 3½” 1¾” 3½” 1¾” 3½” 1¾” 3½”Reaction (x 1000 lbs)13Ýw Ýw w Üw14Ýw Üw15Ýw Üw16Ýw Üw17Ýw w18Ýw Üw19Üw20Üw21Üw22Üw23wB1B4 B5B6B2 B3HANDLING & INSTALLATIONBEARING LENGTH REQUIREMENTSBEARING DETAILS Good for you. 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Identification TRADE NAME (AS LABELED): Laminated Veneer Lumber (LVL) SYNONYMS:Header, Phenol Formaldehyde/Resorcinol Formaldehyde Bonded Product PRODUCT USES: BuildingMaterials CHEMICALNAME/CLASS: Wood Products MANUFACTURER'SNAME: ADDRESS: EMERGENCYPHONE: BUSINESS PHONE: INTERNET ACCESS: REVISEDDATE: Pacific Woodtech Corporation1850 Park Lane, Burlington, WA. 98233(800) 424-9300 (CHEMTREC)(360) 707-2200 http://www.pacificwoodtech.comMarch 3 2015 2. Hazard(s) Identification Signal Word: DANGER HMIS Rating (Scale 0-4): NFPARating (Scale 0-4): Health =2* Health =1 Fire = Fire = 1 1 Physical Hazard =0 Reactivity =0 Hazards Not Otherwise Classified (HNOC):Warning!Laminated Veneer Lumber (LVL) may form Combustible dust concentrations in air during processing. Specifically,ininstanceswhereproduct dust is suspended in air in sufficient concentrations in proximity to an ignition source. Users of this product should examine the potential to generate wood and organic resin dust during handling and processing and related combustibility hazards and controls. See additional comments in SDS. PacificWoodtech SDS LVL Page 1 of 9 Revised 03/03/2015 Product Classification (GHS) HazardStatement(s) Pictogram(s) HEALTH Carcinogenicity- Category1A Dusts maycause nasopharyngeal cancer and/or cancer of the nasal cavities and paranasalsinuses 2. Hazard(s) Identification (cont’d.) PrecautionaryStatement(s): Prevention Statements - Do not handle until all safety precautions have been read and understood. Wear eye and respiratory protection for excessive wood dust exposures. Do not breathe dust. In case of inadequate ventilation wear respiratory protection. Avoid creating dusty conditions whenever feasible. Response Statements – If exposed or concerned get medical advice/attention. Remove contact lenses if present and rinse eyes thoroughly if particles are in the eye. If eye irritation persists, get medical advice/attention. Ingredients of Unknown Acute Toxicity (>1%):NAP 3. Composition/Information on Ingredients Common names: 1 Phenol-formaldehyde resin; 2 Hydrocarbon waxes, synthetic wax. 4. First Aid Measures Ingestion:Not applicable under normal use. Eye Contact:Wood and resin dust may cause mechanical irritation. Treat dust in eye as foreign object. Flush with water to remove dust particles. Seek medical help if irritation persists. Skin Contact:Wood dust of certain species can elicit allergic contact dermatitis in sensitized individuals, as well as mechanical irritation resulting in erythema and hives. Seek medical help if rash, irritation or dermatitis persists. Resin dust may also cause skin reactions in susceptible individuals. Skin Absorption:Not known to be absorbed through the skin. Inhalation:Wood and resin dust may cause unpleasant obstruction in the nasal passages, resulting in dryness of nose, dry cough, sneezing and headaches. Remove to fresh air. Seek medical help if persistent irritation, severe coughing or breathing difficulty occurs. Symptoms or Effects: Acute Symptoms - Wood dust can cause eye irritation. Certain species of wood dust can elicit allergic contact dermatitis in sensitized individuals. Wood dust may cause respiratory irritation, nasal dryness, coughing, sneezing and wheezing as a result of inhalation. Formaldehyde maycause temporary irritation of skin, eyes, or respiratory system. Chronic Symptoms - Wood dust, depending on the species, maycause allergic contact dermatitis and respiratory sensitization with prolonged, repetitive contact or exposure to elevated dust levels. Formaldehyde maycause sensitization in susceptible individuals. Note to Physician/Special Treatment:None 5. Fire-fighting Measures Extinguishing Media and Restrictions:Water, carbon dioxide, sand. Specific Hazards, Anticipated Combustion Products:Thermal decomposition (i.e. smoldering, burning) can release carbon monoxide, oxides of nitrogen, carbon dioxide, aliphatic aldehydes including formaldehyde, resin acids, terpenes and polycyclic aromatic hydrocarbons. Natural decomposition of organic materials such as wood may produce toxic gases and an oxygen deficient atmosphere in enclosed or poorly ventilated areas. Spontaneous and rapid hazardous decomposition will not occur. Auto ignition Temperature:Variable [typically 400°- 500°F (204°-260°C)]. Special Firefighting Equipment/Procedures:None PacificWoodtech SDS LVL Page 2 of 9 Revised 03/03/2015 Ingredients CAS# Wt % Wood (wood dust, softwood or hardwood) None 90-99 Resin Solids: Polymeric Phenol-Formaldehyde 1 (C7H6O2)9003-35-4 1-9 ParaffinWax3 8002-74-2 0-2 5. Fire Fighting Measures (cont’d.) Unusual Fire and Explosion Hazards:Depending on moisture content and more importantly, particle diameter and airborne concentration, wood and resin dust may explode in the presence of an ignition source. Wood dust may similarly deflagrate (combustion without detonation like an explosion) if ignited in an open or loosely contained area. An airborne concentration of 40 grams (40,000 mg) of dust per cubic meter of air is often used as the LEL for wood dusts. Reference NFPA Standards 654 and 664 for guidance. Ventilation systems should be kept clean and precautions should be taken to prevent sparks or other ignition sources. 6. Accidental Release Measures Steps to be Taken In Case Material Is Released or Spilled:Sweep or vacuum up for recovery and disposal. Avoid creating dusty conditions whenever feasible. Maintain good housekeeping to avoid accumulation of dried wood and resin dust on exposed surfaces. Use approved filtering facepiece respirator (“dust mask”) and goggles where ventilation is not possible and exposure limits may be exceeded or for additional worker comfort. Place recovered wood dust in a container for proper disposal. 7. Handling and Storage Precautions to be Taken In Handling and Storage:Dried wood and resin dust may pose a combustible dust hazard. Keep away from ignition sources. Avoid eye contact. Avoid prolonged or repeated contact with skin. Avoid prolonged or repeated breathing of dusts. These products may release some formaldehyde in gaseous form. Specific handling and storage conditions should be assessed to determine potential formaldehyde concentrations. Store in well-ventilated, cool, dry place away from open flame. 8. Exposure Control Measures/Personal Protection Exposure Limits/Guidelines: A In AFL-CIO v OSHA, 965 F. 2d 962 (11th Cir. 1992), the Court overturned OSHA’s 1989 Air Contaminants Rule, including the specific PEL’s for wood dust that OSHA had established at that time. The 1989 vacated PEL’s were: 5 mg/m 3 PEL-TWA and 10 mg/m3 STEL (15 min), all softwood and hardwood except Western Red Cedar. Wood dust is now regulated by OSHA as“Particulates Not Otherwise Regulated” (PNOR), which is also referred to as “nuisance dust”. However, some states haveincorporated the 1989 OSHA PEL’s in their state plans. Additionally, OSHA indicated that it may cite employers under the OSH Act general duty clause in appropriate circumstances for noncompliance with the 1989 PEL’ s. PacificWoodtech SDS LVL Page 3 of 9 Revised 03/03/2015 Ingredient(s) Agency ExposureLimit(s) Comments Wood (wood dust, softwood and hardwood) OSHA OSHA ACGIH PEL-TWA 15 mg/m 3 (see footnote A below) PEL-TWA 5 mg/m 3 (see footnote A below) TLV-TWA 1 mg/m 3 Total dust (PNOR) Respirable dust fraction (PNOR) Inhalablefraction Resin Solids: Polymeric phenol- formaldehydeB OSHA OSHA ACGIH PEL-TWA 0.75 ppm PEL-STEL 2 ppm TLV- (C) 0.3 ppm Free gaseous formaldehyde Ceiling limit Paraffin wax OSHA ACGIH PEL-TWA 2mg/m3 TLV-TWA 2mg/m3 Paraffin wax fume Paraffin wax fume 8. Exposure Control Measures/Personal Protection (cont’d.) B These products may contain free formaldehyde (<0.1%, wt %), which may be released depending on concentration and environmental conditions. These products contain no added urea-formaldehyde resins. Large scale chamber studies conducted by the APA Engineered Wood Association on panel materials using similar manufacturing processes and adhesives Laminated Veneer Lumber (LVL) have shown that the finished products should off-gas levels below 0.1 ppm as well. Ventilation: LOCAL EXHAUST – Provide local exhaust as needed so that exposure limits are met. Ventilation to control dust should be considered where potential explosive concentrations and ignition sources are present. The design and operation of any exhaust system should consider the possibility of explosive concentrations of wood dust within the system. See “SPECIAL” section below. Use of tool mounted exhaust systems should also be considered, especially when working in enclosed areas. MECHANICAL (GENERAL) – Provide general ventilation in processing and storage areas so that exposure limits are met. SPECIAL – Ensure that exhaust ventilation and material transport systems involved in handling this product contain explosion relief vents or suppression systems designed and operated in accordance with applicable standards if the operating conditions justifytheir use. OTHER ENGINEERING CONTROLS – Cutting & Machining of product should preferably be done outdoors or with adequate ventilation & containment. Personal ProtectiveEquipment: RESPIRATORY PROTECTION – Use NIOSH approved filtering face piece respirator (“dust mask”) or higher levels of respiratory protection as indicated if there is a potential to exceed the exposure limits or for symptom relief or worker comfort. Use respiratory protection in accordance with regulatory requirements such as the OSHA respiratory protection standard 29 CFR 1910.134 following a determination of risk from potential exposures. EYE PROTECTION – Approved goggles or tight fitting safety glasses are recommended when excessive exposures to dust may occur (e.g. during clean up) and when eye irritation may occur. PROTECTIVE GLOVES – Cloth, canvas, or leather gloves are recommended to minimize potential slivers or mechanical irritation from handling product. OTHER PROTECTIVE CLOTHING OR EQUIPMENT – Outer garments which cover the arms maybe desirable in extremely dusty areas. WORK/HYGIENE PRACTICES – Follow good hygienic and housekeeping practices. Clean up areas where wood and resin dust settles to avoid excessive accumulation of this combustible material. Minimize compressed air blowdown or other practices that generate high airborne-dust concentrations. 9. Physical/Chemical Properties Appearance:Laminated product with a slightly aromatic resinous odor and natural wood color. The wood component of these products mayconsist of aspen, Douglas fir, western hemlock, southern yellow pine or yellow poplar. PacificWoodtech SDS LVL Page 4 of 9 Revised 03/03/2015 Odor/ Odor Threshold(s):NAV pH:NAP Melting/FreezingPoint:NAP Boiling Point (@ 760 mm Hg) and Range:NAP Flash Point:NAV EvaporationRate:0 Flammability:NAP Lower / Upper Explosive Limits:40,000 mg of dust per cubic meter of air is often used as the LEL for wood dusts. Vapor Pressure (mm Hg):NAP 9. Physical/Chemical Properties (cont’d.) 10. Stability and Reactivity Reactivity:NAP HazardousPolymerization:Mayoccur Stable Will not occur Stability:Unstable Conditions to Avoid:Avoid open flame. Product may ignite at temperatures in excess of 400°F (204°C). Incompatibility (Materials to Avoid):Avoid contact with oxidizing agents. Hazardous Decomposition or By-Products:Thermal decomposition (i.e. smoldering, burning) can release carbon monoxide, oxides of nitrogen, carbon dioxide, aliphatic aldehydes including formaldehyde, resin acids, terpenes and polycyclic aromatic hydrocarbons. Natural decomposition of organic materials such as wood may produce toxic gases and an oxygen deficient atmosphere in enclosed or poorly ventilated areas. Spontaneous and rapid hazardous decomposition will not occur. Sensitivity to Static Discharge:NAP 11. Toxicological Information Likely Route(s) of Exposure: Ingestion: Skin: Dust Inhalation: Dust Eye: Dust Signs and Symptoms of Exposure: Wood Dust - NTP: According to its Report on Carcinogens, Twelfth Edition, NTP states, “Wood dust is known to be a human carcinogen based on sufficient evidence of carcinogenicity from studies in humans”. An association between wood dust exposure and cancer of the nasal cavity has been observed in many case reports, cohort studies, and case-control studies that specifically addressed nasal cancer. Strong and consistent associations with cancer of the nasal cavities and paranasal sinuses were observed both in studies of people whose occupations are associated with wood dust exposure and in studies that directly estimated wood dust exposure. This classification is based primarily on increased risk in the occurrence of adenocarcinomas of the nasal cavities and paranasal sinuses associated with exposure to wood dust. The evaluation did not find sufficient evidence to associate cancers of the oropharynx, hypopharynx, lung, lymphatic and hematopoietic systems, stomach, colon or rectum with exposure to wood dust. There is inadequate evidence for the carcinogenicity of wood dust from studies in experimental animals according to NTP. PacificWoodtech SDS LVL Page 5 of 9 Revised 03/03/2015 Vapor Density (air = 1; 1 atm):NAP RelativeDensity:NAP Solubility:<0.1 PartitionCoefficient(n-octonal/water):NAP AutoignitionTemperature:Variable [typically400°-500°F (204°-260°C)] DecompositionTemperature:NAV Viscosity:NAP OtherProperties:NAP 11. Toxicological Information (cont’d.) Wood Dust: IARC – Group 1:Carcinogenic to humans; sufficient evidence of carcinogenicity. This classification is primarily based on studies showing an association between occupational exposure to wood dust and adenocarcinoma to the nasal cavities and paranasal sinuses.IARC did not find sufficient evidence of an association between occupational exposure to wood dust and cancers of the oropharynx, hypopharynx, lung, lymphatic and hematopoietic systems, stomach, colon or rectum. Formaldehyde - NTP:According to its Report on Carcinogens, Twelfth Edition, NTP states, Formaldehyde (gas) is known to be a human carcinogen based on sufficient evidence of carcinogenicity from studies in humans and supporting data on mechanisms of carcinogenesis. Formaldehyde: IARC - Group 1:Carcinogenic to humans, sufficient evidence of carcinogenicity. A working group of IARC has determined that there is sufficient evidence that formaldehyde causes nasopharyngeal cancer in humans, a rare cancer in developed countries and “strong but not sufficient evidence" for leukemia. However, numerous epidemiological studies have failed to demonstrate a relationship between formaldehyde exposure and nasal cancer or pulmonarydiseasessuchas emphysema or lung cancer. CarcinogenicityListing: NTP:Wood dust, Known Human Carcinogen. Formaldehyde, Known to be a HumanCarcinogen. Wood dust, Group 1 - Carcinogenic to Humans. Formaldehyde, Group 1- Carcinogenic to Humans. FormaldehydeGas IARCMonographs: OSHARegulated: Toxicity Data:No specific information available for product in purchased form. Individual component information is listed below. Components: Wood dust (softwood or hardwood) Dusts generated from sawing, sanding or machining the product may cause nasal dryness, irritation, coughing and sinusitis. NTP and IARC classify wood dust as a human carcinogen (IARC Group 1). See Section 2 above. Formaldehyde 3Human inhalation TCLo of 17 mg/m for 30 minutes produced eye and pulmonary results; human inhalation TCLo of 300 ug/m produced nose and central nervous system results; LC50 (rat, inhalation) 3 = 1,000 mg/m 3, 30 minutes; LC (mice, inhalation) = 400 mg/m 3, 2 hours. IARC and NTP classify50formaldehyde as a human carcinogen (IARC Group 1). See Section 2 above. Target Organs:Eyes, skin, respiratory system. 12. Ecological Information Ecotoxicity:NAV for finished product. Formaldehydecomponent: 96 hr LC50 Fathead Minnow 96 hr LC50 Bluegill 5 min EC50 Photobacterium phosphoreum 96 hr EC50 Water flea Biopersistance andDegradability: 24 mg/L 0.10 mg/L 9mg/L 20 mg/L Formaldehyde: Trace amounts of free formaldehyde may be released to the atmosphere and would be expected to be removed in the atmosphere by direct photolysis and oxidation by photochemically produced hydroxyl radicals (half-life of a few hours). In the aqueous phase formaldehyde biodegradation is expected to take place in a few days. The wood and resin portions of this product would be expected to be biodegradable. Bioaccumulation:NAV Soil Mobility:NAV Other adverse effects:NAP PacificWoodtech SDS LVL Page 6 of 9 Revised 03/03/2015 13. Disposal Considerations Waste Disposal Method:If disposed of or discarded in its purchased form, incineration is preferable, if allowed. Dry land disposal is acceptable in most states. It is, however, the user’s responsibility to determine at the time of disposal whether your product meets RCRA criteria for hazardous waste. Follow applicable federal, state, and local regulations. 14. Transport Information Mode:(Air, Land, water) Not regulated as a hazardous material by the U.S. Department of Transportation. Not listed as a hazardous material in Canadian Transportation of Dangerous Goods (TDG). UN Proper Shipping Name: UN/NAID Number: Hazard Class: Packing Group: EnvironmentalHazards (Marine Pollutant): SpecialPrecautions: NAP NAP NAP NAP NAP NAP 15. Regulatory Information TSCA:Phenol-formaldehyde resin and paraffin wax are on the TSCA inventory. CERCLA:Formaldehyde (100 lbs RQ) is on the CERCLA chemical substance inventory. DSL:Formaldehyde and paraffin wax are on the DSL. OSHA:Wood products are not hazardous under the criteria of the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. However, wood dust generated by sawing, sanding or machining this product may be hazardous. Workplace exposure to formaldehyde is specifically regulated under 29 CFR1910.1048. STATERIGHT-TO-KNOW: California Prop 65 – This product contains formaldehyde, which depending on temperature and humidity, may be emitted from the product. Pacific Woodtech has evaluated formaldehyde emission rates from its products and have found these rates to be below the significant risk level.The user should determine whether formaldehyde emissions resulting from its site specific use, handling, ventilation design,capacity and final construction design for this product could exceed the safe harbor level. Warning: Drilling, sawing, sanding or machining wood products generates wood dust, a substance known to the State of California to cause cancer. Pennsylvania – This product contains formaldehyde which, depending on temperature and humidity, may be emitted from the product. When cut or otherwise machined, the product may emit wood dust. Formaldehyde, paraffin wax and wood dust appear on Pennsylvania’s Appendix A, Hazardous Substance List. New Jersey – This product contains formaldehyde which, depending on temperature and humidity, may be emitted from the product. When cut or otherwise machined, the product may emit wood dust. Formaldehyde and wood dust appear on New Jersey’s Environmental Hazardous Substance List. Minnesota – Minnesota Statutes, 1984, Sections 144.495 and 325F.181 do not apply to this product; these statues apply to plywood, particleboard and MDF and other products manufactured with urea- formaldehyderesins. SARA 313 Information:To the best of our knowledge, this product contains formaldehyde at de minimis concentrations (<0.1%) and is not subjected to the SARA Title III Section 313 supplier notification requirements. PacificWoodtech SDS LVL Page 7 of 9 Revised 03/03/2015 15. Regulatory Information (cont’d.) SARA 311/312 Hazard Category:This product has been reviewed according the EPA “Hazard Categories: promulgated under SARA Title III, Sections 311 and 312 and is considered, under applicable definitions, to meet the following categories: An immediate (acute) health hazard A delayed (chronic) health hazard A corrosive hazard Afirehazard A reactivity hazard A sudden release hazard Yes Yes No No No No FDA:Not intended for use as a food additive or indirect food contact item. WHMIS Classification:Controlled Product: D2A - wood dust and formaldehyde: IARC Group 1. 16. Other Information Date Prepared:12/14/2010 Date Revised:03/03/2015 Prepared By:Pacific Woodtech Corporation Pacific WoodtechSDSavailableon: http://www.pacificwoodtech.com/EvaluationReports.html User’s Responsibility: The information contained in this Safety Data Sheet is based on the experience of occupational health and safety professionals and comes from sources believed to be accurate or otherwise technically correct. It is the user’s responsibility to determine if the product is suitable for its proposed application(s) and to follow necessary safety precautions. The user has the responsibility to make sure that this SDS is the most up-to-date issue. ACGIH C CAS# DOT DSL EC# = = = = = = American Conference of Governmental Industrial Hygienists Ceiling Limit Chemical Abstracts System Number U. S. Department of Transportation Domestic Substance List Identifying Number Assigned to Chemicals Contained in the European Inventory of Existing Chemical Substances (EINECS) Effective Concentration That Inhibits the Endpoint to 50% of Control Population U.S. Environmental Protection Agency Canada-Hazardous Materials Identification System Hazards Not Otherwise Classified International Agency for Research on Cancer International Air Transport Association International Maritime Dangerous Goods Concentration in Air Resulting in Death To 50% of Experimental Animals Lowest Concentration in Air Resulting in Death Administered Dose Resulting in Death to 50% of Experimental Animals Lowest Dose Resulting in Death Lower Explosive Limit Lower Flammable Limit Mine Safety and Health Administration Not Applicable Not Available National Institute for Occupational Safety and Health National Fire Protection Association Canada-National Pollution Release Inventory National Toxicology Program Occupational Safety and Health Administration EC50 EPA HMIS HNOC IARC IATA IMDG LC50 LCLo LD50 LDLo LEL LFL MSHA NAP NAV NIOSH NFPA NPRI NTP OSHA = = = = = = = = = = = = = = = = = = = = = PacificWoodtech SDS LVL Page 8 of 9 Revised 03/03/2015 16. Other Information (cont’d.) PEL PNOR PNOS RCRA STEL STP TCLo TDG TDLo TLV TSCA TWA UFL WHMIS = = = = = = = = = = = = = = Permissible Exposure Limit Particulate Not Otherwise Regulated Particulate Not Otherwise Specified Resource Conservation and Recovery Act Short-Term Exposure Limit (15 minutes) Standard Temperature and Pressure Lowest Concentration in Air Resulting in a Toxic Effect Canada-Transportation of Dangerous Goods Lowest Dose Resulting In a Toxic Effect Threshold Limit Value Toxic Substance Control Act Time-Weighted Average (8 hours) Upper Flammable Limit Canada-Workplace Hazardous Materials Information System PacificWoodtech SDS LVL Page 9 of 9 Revised 03/03/2015 PRODUCT WARRANTY Pacific Woodtech Corporation warrants that its products, as manufactured, will be free from manufacturing errors or defects in workmanship and material. In addition, provided the product, as manufactured, is correctly installed and used, Pacific Woodtech Corporation warrants the adequacy of its design for the normal and expected life of the structure. This warranty is backed by the full resources of Pacific Woodtech Corporation and by underwritten product liability insurance. PACIFIC WOODTECH CORPORATION 1850 Park Lane, Burlington, Washington 98233 888-707-2285 LIMITED LIFETIME WARRANTY Pacific Woodtech Corporation warrants that PWT-I and PWT-LVL products are free of defects in material and workmanship, as manufactured, and, when stored, installed and finished in accordance with Pacific Woodtech Corporation’s published installation instructions, will perform as specified in the current published specifications for the expected lifetime of the structure in which they are installed. LIMITATIONS Pacific Woodtech Corporation must be given reasonable prior notice and opportunity to inspect the product before it will honor any claims under this warranty. If, after inspection and confirmation of the problem, Pacific Woodtech Corporation determines that there is a failure covered by the above warranty, Pacific Woodtech Corporation will repair or replace (at its option) the product at its expense. The product must be stored, handled and installed in accordance with Pacific Woodtech Corporation’s current published installation instructions and design specifications. Failure to follow such instructions will void this warranty. The product must be stored in accordance with recommended procedures and protected from incidental exposure to moisture from whatever source by proper building standards. DISCLAIMER The limited lifetime warranty set forth above is exclusive and in lieu of any other warranty or guarantee, expressed or implied, including but not limited to any warranties of merchantability or fitness for a particular purpose. Correction of defects in the manner and under the conditions stated above shall constitute the fulfillment of all Pacific Woodtech Corporation’s obligations and liabilities to any person with respect to the product, as manufactured, whether based on contract, negligence, strict liability or otherwise. No person or entity is authorized to create for Pacific Woodtech Corporation any other obligation or liability to any person relating to the product. In no event shall Pacific Woodtech Corporation be liable for indirect, special, incidental or consequential damages of any kind sustained from any cause. IMP 01-0103 1M Submittal Job # 2019-030R Date Sent:10/24/2019 Oxoboxo Lofts Date Due:10/31/2019 Rough Carpentry - 06100 Submittal Title Lumber-4 Type SYP # 2 or better Intended Use Ledgers, Blocking, Misc. Framing Notes To be treated (see Misc-1) Contractor's Stamp Architect's Stamp Engineer's Stamp Shawnlee Construction, LLC. 74A Taunton St., Plainville, MA 02762. Tel:508-695-8033 www.ufpi.com Supplement No. 13 to the Southern Pine Inspection Bureau Grading Rules 2002 Edition Effective: June 1, 2013 7KLVVXSSOHPHQWPDNHVQRFKDQJHVLQ7DEOHD7DEOH7DEOHDDQGWKH&RQYHUVLRQ)DFWRUVIRU'HWHUPLQLQJ6SUXFH3LQH DQG6DQG3LQH'HVLJQ9DOXHV7KH\KDYHEHHQLQFOXGHGWRFRQVROLGDWHYLVXDOGHVLJQYDOXHVLQWRDVLQJOHVXSSOHPHQW 7KHIROORZLQJDUHWKHFKDQJHVPDGHWRWKHGHVLJQYDOXHVLQWKH63,%6WDQGDUG*UDGLQJ5XOHV,QFRUSRUDWHV6XSSOHPHQW[GHVLJQYDOXHVZLWKPLQRUFKDQJHVLQ7DEOHVD[RQO\DQGGXHWRURXQGLQJ IDFWRUV &KDQJHVGHVLJQYDOXHVLQ7DEOHVEFGHDQG[DQGZLGHU $SSHQGL[$KDVEHHQUHZULWWHQ Adopted by the Board of Governors of the Southern Pine Inspection Bureau Approved by the Board of Review of the American Lumber Standard Committee APPENDIX A DESIGN VALUES FOR WOOD Wood is a natural product subject to variations in geography, climate, specific site characteristics, silvacultural practices, and harvesting decisions. Its’ strength properties are not only anisotropic (vary by principal axis) but also can vary with proximity to the center of the tree. These characteristics complicate the assignment of individual pieces into design value groups based on the visual appearance. ŵĞƌŝĐĂŶ^ŽĐŝĞƚǇĨŽƌdĞƐƚŝŶŐĂŶĚDĂƚĞƌŝĂůƐĐŽŶƐĞŶƐƵƐƐƚĂŶĚĂƌĚƐϮϰϱ͕ϮϱϱϱĂŶĚϭϵϵϬĂƌĞĂůůƵƐĞĚƚŽĂƐƐŝŐŶĚĞƐŝŐŶǀĂůƵĞƐĨŽƌ ďĞŶĚŝŶŐ͕ƚĞŶƐŝŽŶĂŶĚĐŽŵƉƌĞƐƐŝŽŶƉĂƌĂůůĞůƚŽŐƌĂŝŶƚŽǀŝƐƵĂůůǇŐƌĂĚĞĚůƵŵďĞƌ͘dŚĞƉĂƌƚŝĐƵůĂƌƐƚĂŶĚĂƌĚƵƐĞĚŝƐĚĞƉĞŶĚĞŶƚƵƉŽŶ ƚŚĞƐƉĞĐŝĞƐŽƌƐƉĞĐŝĞƐŐƌŽƵƉŝŶŐƵŶĚĞƌĐŽŶƐŝĚĞƌĂƚŝŽŶ͘ĞƐŝŐŶǀĂůƵĞƐĨŽƌŚŽƌŝǌŽŶƚĂůƐŚĞĂƌĂŶĚĐŽŵƉƌĞƐƐŝŽŶƉĞƌƉĞŶĚŝĐƵůĂƌƚŽŐƌĂŝŶ ĨŽƌǀŝƐƵĂůůǇŐƌĂĚĞĚůƵŵďĞƌĂƌĞĚĞƌŝǀĞĚƵƐŝŶŐŽŶůǇƚŚĞƉƌŽĐĞĚƵƌĞƐƐƉĞĐŝĨŝĞĚŝŶ^dDϮϰϱĂŶĚ^dDϮϱϱϱ͘ĞƐŝŐŶǀĂůƵĞƐĨŽƌ dŝŵďĞƌƐĂŶĚŝŶĚƵƐƚƌŝĂůůƵŵďĞƌĂƌĞĂůƐŽĞƐƚĂďůŝƐŚĞĚƵƐŝŶŐŽŶůǇ^dDϮϰϱĂŶĚ^dDϮϱϱϱ͘dŚĞƵƐĞŽĨϮϰϱĂŶĚϮϱϱϱƌĞƐƵůƚƐ ŝŶĚĞƐŝŐŶǀĂůƵĞƐǁŚŝĐŚĂƌĞďĂƐĞĚƵƉŽŶƚĞƐƚŝŶŐĐůĞĂƌǁŽŽĚƐĂŵƉůĞƐŽĨĞĂĐŚƐƉĞĐŝĞƐŽƌĞĂĐŚƐƉĞĐŝĞƐǁŝƚŚŝŶĂƐƉĞĐŝĞƐŐƌŽƵƉŝŶŐ͘ &ŽƌƐƉĞĐŝĞƐŐƌŽƵƉƐ͕ƚŚĞƐƚƌĞŶŐƚŚǀĂůƵĞƐĨŽƌĞĂĐŚƐƉĞĐŝĞƐĂƌĞĐŽŵďŝŶĞĚŝŶƚŽĂƐŝŶŐůĞǀĂůƵĞďǇƵƐŝŶŐĂǁĞŝŐŚƚŝŶŐƉƌŽĐĞĚƵƌĞďĂƐĞĚ ŽŶƐƚĂŶĚŝŶŐƚŝŵďĞƌǀŽůƵŵĞŽĨĞĂĐŚƐƉĞĐŝĞƐŝŶƚŚĞŐƌŽƵƉ͘KŶƚŚĞŽƚŚĞƌŚĂŶĚ͕ĚĞƐŝŐŶǀĂůƵĞƐĨŽƌǀŝƐƵĂůůǇŐƌĂĚĞĚĚŝŵĞŶƐŝŽŶůƵŵďĞƌ ĨŽƌƐŽŵĞƐƉĞĐŝĞƐƐƵĐŚĂƐ^ŽƵƚŚĞƌŶƉŝŶĞĂƌĞĞƐƚĂďůŝƐŚĞĚƵƐŝŶŐ^dDϭϵϵϬ͘dŚĞƐĞǀĂůƵĞƐĂƌĞďĂƐĞĚƵƉŽŶƚĞƐƚŝŶŐĂ ƌĞƉƌĞƐĞŶƚĂƚŝǀĞƐĂŵƉůĞŽĨůƵŵďĞƌŵĞĞƚŝŶŐƚŚĞǀŝƐƵĂůƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞŐƌĂĚĞŐƌŽƵƉƵŶĚĞƌĐŽŶƐŝĚĞƌĂƚŝŽŶ͘EŽƚĞǀĞƌǇŐƌĂĚĞ ŐƌŽƵƉŝƐƚĞƐƚĞĚŶŽƌŝƐĞǀĞƌǇƉŚǇƐŝĐĂůƉƌŽƉĞƌƚǇƚĞƐƚĞĚ͘/ŶƚĞƌƉŽůĂƚŝŽŶƐĂŶĚĐĂůĐƵůĂƚŝŽŶƐĂƌĞƵƐĞĚƚŽƉƌŽǀŝĚĞĚĞƐŝŐŶǀĂůƵĞƐĨŽƌƚŚĞ ŐƌĂĚĞŐƌŽƵƉƐ͘tŚŝůĞƚŚĞDŽĚƵůƵƐŽĨůĂƐƚŝĐŝƚǇŝƐƌĞƉƌĞƐĞŶƚĞĚďǇĂŶĂǀĞƌĂŐĞǀĂůƵĞ͕ŽƚŚĞƌƉƌŽƉĞƌƚŝĞƐƐƵĐŚĂƐďĞŶĚŝŶŐƐƚƌĞŶŐƚŚ ĂŶĚĐŽŵƉƌĞƐƐŝŽŶƉĂƌĂůůĞůƚŽŐƌĂŝŶĂƌĞƌĞƉƌĞƐĞŶƚĞĚďǇĂůŽǁĞƌϱйĞǆĐůƵƐŝŽŶǀĂůƵĞ͘dŚĞƐĂŵƉůĞĚĂƚĂŝƐĂĚũƵƐƚĞĚĨŽƌƚĞƐƚŝŶŐ ĐŽŶĚŝƚŝŽŶƐ͕ĂĚũƵƐƚĞĚƚŽĂĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐŝǌĞĂŶĚƌĂŶŬĞĚďǇǀĂůƵĞ;ŶƵŵĞƌŝĐĂůŽƌĚĞƌͿ͘dŚŝƐƉƌŽĐĞĚƵƌĞ͕ĨŽůůŽǁŝŶŐƚŚĞ^dDϮϵϭϱ͕ ƉƌŽĚƵĐĞƐĂƚŽůĞƌĂŶĐĞůŝŵŝƚƚŚĂƚƉƌŽǀŝĚĞƐϳϱйĐŽŶĨŝĚĞŶĐĞƚŚĂƚƚŚĞƚƌƵĞƉŽƉƵůĂƚŝŽŶϱƚŚƉĞƌĐĞŶƚŝůĞǀĂůƵĞŝƐŚŝŐŚĞƌƚŚĂŶƚŚŝƐ ĞƐƚŝŵĂƚĞ͘dŚŝƐǀĂůƵĞŝƐƚŚĞŶƵƐĞĚƚŽĞƐƚĂďůŝƐŚƚŚĞĚĞƐŝŐŶǀĂůƵĞ͘ĂĐŚƉŝĞĐĞŽƌůŽƚŽĨǀŝƐƵĂůůǇŐƌĂĚĞĚůƵŵďĞƌŝƐŶŽƚŵĞĐŚĂŶŝĐĂůůǇ ƚĞƐƚĞĚƚŽǀĞƌŝĨǇƐƚƌĞŶŐƚŚƉƌŽƉĞƌƚŝĞƐ͘^ŝŶĐĞƚŚĞƐƚƌĞƐƐƌĂƚŝŶŐƐĂƌĞƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨƚŚĞĞŶƚŝƌĞƉƌŽĚƵĐŝŶŐƌĞŐŝŽŶ͕ůŽƚƐĨƌŽŵĂ ƐƉĞĐŝĨŝĐůŽĐĂƚŝŽŶŵĂǇŚĂǀĞƉŚǇƐŝĐĂůƉƌŽƉĞƌƚŝĞƐĂƚƚŚĞĞǆƚƌĞŵĞƐŽĨƚŚĞƉƌŽƉĞƌƚǇƌĂŶŐĞŽƌƐƚĂƚŝƐƚŝĐĂůĚŝƐƚƌŝďƵƚŝŽŶƌĞƉƌĞƐĞŶƚŝŶŐƚŚĂƚ ƌĂŶŐĞŽĨƐƚƌĞŶŐƚŚǀĂůƵĞƐ͘ MIXED SOUTHERN PINE Southern Pine of the minor species of pond pine and Virginia pine are treated as a separate species group and are so identified on the grade mark. Spruce pine and sand pine are treated as a separate species and are so identified. These species are the only minor species which exist in sufficient volume to find their way into lumber production in certain limited areas, and for which standing timber volume data are published in ASTM D2555. dŚĞĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐƉĞƌŵŝƚƚĞĚĂŶĚůŝŵŝƚŝŶŐƉƌŽǀŝƐŝŽŶƐĨŽƌŐƌĂĚĞƐŝŶƚŚĞŵŝŶŽƌƐƉĞĐŝĞƐƐŚĂůůďĞƚŚĞƐĂŵĞĂƐƚŚĞĐŽƌƌĞƐƉŽŶĚŝŶŐ ŐƌĂĚĞƐŽĨƚŚĞƉƌŝŶĐŝƉĂůƐƉĞĐŝĞƐ͘tŚĞŶƚŚĞŵŝŶŽƌƐƉĞĐŝĞƐŽĨƉŽŶĚƉŝŶĞĂŶĚsŝƌŐŝŶŝĂƉŝŶĞĂƌĞŐƌĂĚĞͲŵĂƌŬĞĚ͕ƚŚĞŵĂƌŬǁŝůůŝŶĚŝĐĂƚĞ ƚŚĞƉĂƌƚŝĐƵůĂƌƐƉĞĐŝĞƐŽƌƐŚŽǁΗDŝǆĞĚ^ŽƵƚŚĞƌŶWŝŶĞΗĂŶĚƚŚĞŐƌĂĚĞƐŽĨƚŚĞƐĞƐƉĞĐŝĞƐĂƌĞĂƐƐŝŐŶĞĚĚĞƐŝŐŶǀĂůƵĞƐĂƐƐŚŽǁŶŝŶ dĂďůĞƐϲͲϴĂ͘tŚĞŶƐƉƌƵĐĞƉŝŶĞŝƐŐƌĂĚĞͲŵĂƌŬĞĚ͕ƚŚĞŵĂƌŬǁŝůůŝŶĚŝĐĂƚĞΗƐƉƌƵĐĞƉŝŶĞΗĂŶĚƐĂŶĚƉŝŶĞǁŝůůŝŶĚŝĐĂƚĞΗƐĂŶĚƉŝŶĞΗ͘ ĞƐŝŐŶǀĂůƵĞƐĂƌĞĂƐƐŝŐŶĞĚĂĐĐŽƌĚŝŶŐƚŽƚŚĞƉƌŽĐĞĚƵƌĞƐŽŶƉĂŐĞϭϱ͘ Load and Resistance Factor Design Reference Resistance Values The design values shown in Tables 1a through 8a as well as the design values for MSR and MEL (paragraphs 601 and 604, respectively), Scaffold Plank (paragraphs 500.1, 500.3 and 503.1), and the Decking, Structural, and Industrial lumber covered by SPIB Special Product Rules, are for use with Allowable Stress Design (ASD). Load and Resistance Factor Design (LRFD) is an alternative engineering method. The design values for LRFD, called reference resistance values, can be computed by multiplying the ASD design values by the conversion factors listed in the following table: These factors have been established in accordance with the procedures set forth in ASTM Standard D5457. The reference resistance values derived using these factors are in units of psi (million psi for "E"). To obtain units of ksi, divide the reference resistance values in psi by 1000. NO. 2 This grade is the most commonly available and is recommended for most general uses where moderately high design values are required. 3LFWXUHG[PP[PP1R /HQJWK P 6 Table 1-a – STRUCTURAL LIGHT FRAMING, STRUCTURAL JOISTS AND PLANKS, AND STUDS -2” TO 4” THICK (Each width has a separate set of design values) GRADE Extreme Fiber in Bending “Fb” Tension Parallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicular to Grain “Fc” Compression Parallel to Grain “Fc//” Modulus of Elasticity (million psi) “E” Kiln Dried or S-Dry, MC 15, MC 19 APPLIES TO 2” - 4” THICK – 2” - 4” WIDE ONLY Dense Select Structural Select Structural Non Dense Select Structural 2700 2350 2050 1900 16501450 175 175 175 660 565480 2050 19001800 1.9 1.81.6 No. 1 Dense No. 1 No. 1 Non Dense 1650 1500 1300 1100 1000 875 175 175 175 660 565 480 1750 1650 1550 1.8 1.6 1.4 No. 2 Dense No. 2 No. 2 Non Dense 1200 1100 1050 750 675 600 175 175 175 660 565 480 1500 1450 1450 1.6 1.4 1.3 No. 3 and Stud 650 400 175 565 850 1.3 Table 1-b – STRUCTURAL LIGHT FRAMING, STRUCTURAL JOISTS AND PLANKS, AND STUDS -2” TO 4” THICK (Each width has a separate set of design values) GRADE Extreme Fiber in Bending “Fb” Tension Parallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicular to Grain “Fc” Compression Parallel to Grain “Fc//” Modulus of Elasticity (million psi) “E” Kiln Dried or S-Dry, MC 15, MC 19 APPLIES TO 2” - 4” THICK – 5” - 6” WIDE ONLY Dense Select Structural Select Structural Non Dense Select Structural 2400 2100 1850 1650 14501300 175 175175 660 565480 1900 18001700 1.9 1.81.6 No. 1 Dense No. 1 No. 1 Non Dense 1500 1350 1200 1000 875 775 175 175 175 660 565 480 1650 1550 1450 1.8 1.6 1.4 No. 2 DenseNo. 2 No. 2 Non Dense 10501000 950 650600 525 175175 175 660565 480 14501400 1350 1.61.4 1.3 No. 3 and Stud 575 350 175 565 800 1.3 Table 1-c – STRUCTURAL LIGHT FRAMING, STRUCTURAL JOISTS AND PLANKS, AND STUDS -2” TO 4” THICK (Each width has a separate set of design values) GRADE Extreme Fiber in Bending “Fb” Tension Parallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicular to Grain “Fc” Compression Parallel to Grain “Fc//” Modulus of Elasticity (million psi) “E” Kiln Dried or S-Dry, MC 15, MC 19 APPLIES TO 2” - 4” THICK – 8” WIDE ONLY (1) Dense Select Structural Select Structural Non Dense Select Structural 2200 1950 1700 1550 1350 1200 175 175 175 660 565 480 1850 1700 1650 1.9 1.8 1.6 No. 1 Dense No. 1 No. 1 Non Dense 1350 1250 1100 900 800 700 175 175 175 660 565 480 1600 1500 1400 1.8 1.6 1.4 No. 2 Dense No. 2 No. 2 Non Dense 975 925 875 600 550 500 175 175 175 660 565 480 1400 1350 1300 1.6 1.4 1.3 No. 3 and Stud 525 325 175 565 775 1.3 Table 1-d – STRUCTURAL LIGHT FRAMING, STRUCTURAL JOISTS AND PLANKS, AND STUDS -2” TO 4” THICK (Each width has a separate set of design values) GRADE Extreme Fiber in Bending “Fb” Tension Parallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicular to Grain “Fc” Compression Parallel to Grain “Fc//” Modulus of Elasticity (million psi) “E” Kiln Dried or S-Dry, MC 15, MC 19 APPLIES TO 2” - 4” THICK – 10” WIDE ONLY (1) Dense Select Structural Select Structural Non Dense Select Structural 1950 1700 1500 1300 1150 1050 175 175 175 660 565 480 1800 1650 1600 1.9 1.8 1.6 No. 1 Dense No. 1 No. 1 Non Dense 1200 1050 950 800 700 625 175 175 175 660 565 480 1550 1450 1400 1.8 1.6 1.4 No. 2 Dense No. 2 No. 2 Non Dense 850 800 750 525 475 425 175 175 175 660 565 480 1350 1300 1250 1.6 1.4 1.3 No. 3 and Stud 475 275 175 565 750 1.3 Table 1-e – STRUCTURAL LIGHT FRAMING, STRUCTURAL JOISTS AND PLANKS, AND STUDS -2” TO 4” THICK (Each width has a separate set of design values) GRADE Extreme Fiber in Bending “Fb” Tension Parallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicular to Grain “Fc” Compression Parallel to Grain “Fc//” Modulus of Elasticity (million psi) “E” Kiln Dried or S-Dry, MC 15, MC 19 APPLIES TO 2” - 4” THICK – 12” WIDE ONLY (1), (2) Dense Select Structural Select Structural Non Dense Select Structural 1800 1600 1400 1250 1100 975 175 175 175 660 565 480 1750 1650 1550 1.9 1.8 1.6 No. 1 Dense No. 1 No. 1 Non Dense 1100 1000 900 750 650 575 175 175 175 660 565 480 1500 1400 1350 1.8 1.6 1.4 No. 2 Dense No. 2No. 2 Non Dense 800 750700 500 450400 175 175175 660 565480 1300 12501250 1.6 1.41.3 No. 3 and Stud 450 250 175 565 725 1.3 Table 3 – LIGHT FRAMING – 2” TO 4” THICK GRADE Extreme Fiber in Bending “Fb” Tension Parallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicular to Grain “Fc” Compression Parallel to Grain “Fc//” Modulus of Elasticity (million psi) “E” Kiln Dried or S-Dry, MC 15, MC 19 APPLIES TO 2” - 4” THICK – 2” - 4” WIDE Construction 875 500 175 565 1600 1.4 Standard 475 275 175 565 1300 1.2 Utility * 225 125 175 565 850 1.2 *Design values apply to 4” widths only. Table 4-a – TIMBERS – 5” x 5” AND LARGER GRADE Extreme Fiber in Bending “Fb” Tension Parallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicularto Grain “Fc” Compression Parallel to Grain “Fc//” Modulus of Elasticity (million psi) “E” APPLIES TO 5” x 5” AND LARGER Dense Select Structural Select Structural 1750 1500 1200 1000 165 165 440 375 1100 950 1.6 1.5 No. 1 Dense No. 1 1550 1350 1050 900 165 165 440 375 975 825 1.6 1.5 No. 2 Dense No. 2 975 850 650 550 165 165 440 375 625 525 1.3 1.2 Table 5 – DECKING – 2” TO 4” THICK, 2” AND WIDER (For flatwise use only. See footnote 4.) GRADE Extreme Fiber in Bending “Fb” Compression Perpendicular to Grain “Fc” Modulus of Elasticity (million psi) “E” Kiln Dried or S-Dry, MC 15, MC 19 APPLIES TO 2” TO 4” THICK Dense Standard Decking Select Decking Dense Select Decking Commercial Decking Dense Commercial Decking 2000 1400 1650 1400 1650 660 565 660 565 660 1.8 1.6 1.6 1.6 1.6 MC Over 19% APPLIES TO 2-1/2” TO 4” THICKNESSES Dense Standard Decking Select Decking Dense Select Decking Commercial Decking Dense Commercial Decking 1600 1150 1350 1150 1350 440 375 440 375 440 1.6 1.4 1.4 1.4 1.4 Table 6 – MIXED SOUTHERN PINE (Virginia Pine and Pond Pine) STRUCTURAL LIGHT FRAMING, STRUCTURAL JOISTS AND PLANKS, AND STUDS – 2” TO 4” THICK (Each width has a separate set of design values) GRADE Extreme Fiber in Bending “Fb” Tension Parallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicularto Grain “Fc” Compression Parallel to Grain “Fc//” Modulus of Elasticity (million psi) “E” Kiln Dried or S-Dry, MC 15, MC 19 APPLIES TO 2” TO 4” THICK – 2” – 4” WIDE ONLY Select Structural No. 1 No. 2 No. 3 and Stud 2050 1450 1100 650 1200 875 675 400 175 175 175 175 565 565 565 565 1800 1650 1450 850 1.6 1.5 1.4 1.2 APPLIES TO 2” TO 4” THICK – 5” – 6” WIDE ONLY Select Structural No. 1 No. 2 No. 3 and Stud 1850 1300 1000 575 1100 750 600 350 175 175 175 175 565 565 565 565 1700 1550 1350 775 1.6 1.5 1.4 1.2 Table 6 – MIXED SOUTHERN PINE (Virginia Pine and Pond Pine) STRUCTURAL LIGHT FRAMING, STRUCTURAL JOISTS AND PLANKS, AND STUDS – 2” TO 4” THICK (Each width has a separate set of design values) GRADE Extreme Fiber in Bending “Fb” Tension Parallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicular to Grain “Fc” Compression Parallel to Grain “Fc//” Modulus of Elasticity (million psi) “E” Kiln Dried or S-Dry, MC 15, MC 19 APPLIES TO 2” TO 4” THICK – 8” WIDE ONLY (1) Select Structural No. 1 No. 2 No. 3 and Stud 1750 1200 925 525 1000 700 550 325 175 175 175 175 565 565 565 565 1600 1450 1400 800 1.61.5 1.4 1.2 APPLIES TO 2” TO 4” THICK – 10” WIDE ONLY (1) Select Structural No. 1 No. 2 No. 3 and Stud 1500 1050 800 475 875 600 475 275 175 175 175 175 565 565 565 565 1600 1450 1300 750 1.6 1.5 1.4 1.2 APPLIES TO 2” TO 4” THICK – 12” WIDE ONLY (1),(2) Select Structural No. 1 No. 2 No. 3 and Stud 1400 975 750 450 825 575 450 250 175 175 175 175 565 565 565 565 1550 1400 1250 725 1.6 1.5 1.4 1.2 Table 7 –MIXED SOUTHERN PINE (Virginia Pine and Pond Pine) LIGHT FRAMING -- 2” TO 4” THICK GRADE Extreme Fiber in Bending “Fb” Tension Parallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicular to Grain “Fc” Compression Parallel to Grain “Fc//” Modulus of Elasticity (million psi) “E” Kiln Dried or S-Dry, MC 15, MC 19 APPLIES TO 2” - 4” THICK – 2” - 4” WIDE Construction 850 500 175 565 1600 1.3 Standard 475 275 175 565 1300 1.2 Utility * 225 125 175 565 850 1.1 *Design values apply to 4” widths only. Table 8.a – MIXED SOUTHERN PINE (Virginia Pine and Pond Pine) – TIMBERS – 5” x 5” AND LARGER GRADE ExtremeFiber in Bending “Fb” TensionParallel to Grain “Ft” Horizontal Shear “Fv” Compression Perpendicular to Grain “Fc” CompressionParallel to Grain “Fc//” Modulusof Elasticity (million psi) “E” APPLIES TO 5” x 5” AND LARGER Select Structural No. 1 No. 2 1500 1350 850 1000 900 550 165 165 165 375 375 375 900 800 525 1.3 1.3 1.0 Submittal Job # 2019-030R Date Sent:10/24/2019 Oxoboxo Lofts Date Due:10/31/2019 Rough Carpentry - 06100 Submittal Title Misc-1 Type ProWood Micro, MCA Intended Use PT Lumber Preservative Notes Contractor's Stamp Architect's Stamp Engineer's Stamp Shawnlee Construction, LLC. 74A Taunton St., Plainville, MA 02762. 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*SVIWX 4VSHYGXW & 1MGVS 3RP] *SV QSVI MRJSVQEXMSR SR 4VS;SSH 1MGVS GEPP ;33( SV ZMWMX [[[TVS[SSHQMGVSGSQ 2007 Editors’Choice 20 / ProSales / March 2007 Elk Slate Products With TruSlate 2.0, Elk has taken a premium roofing product and made it easier to install as well as less expensive. The TruSlate 2.0 roofing system installs without nails, has less material waste, eliminates the need for extra structural support, and brings down the cost of a slate roof to be comparably priced with synthetic slate products. The weight of each slate shingle is reduced because the traditional headlap—most of which would be covered by the slate course above—has been eliminated. Each slate’s overall length is reduced, and instead of nail- down installation, slates rest in stainless steel hangers attached to battens. The system’s HDPE interlayer is installed under each course to seal the roof. Powder coating matches the batten system to each slate color. 888.355.5882.www.elkcorp.com. Circle 104. AZEK Building Products The AZEK to Mill program provides millwork shops and contractors with 11/4-inch-thick cellular PVC trimboards and sheets, making the task of laminating several thinner boards together to achieve the correct thickness a thing of the past. Skipping the board-laminating step is a major time and labor savings, so shops can pro- duce more milled profiles, especially thicker items. AZEK to Mill provides the look and feel of wood trim without the maintenance issues, the manufacturer says, and is available in boards 9 1/4 inches wide by 18 feet long and in sheets 48 inches wide by 96 inch- es long. 877.275.2935.www.azek.com. Circle 106. www.prosalesonline.com ProWood Micro pressure-treated wood utilizes a waterborne preservative system that contains micronized copper particles, which are small enough to remain suspended in solution without the need for a solvent, thus reducing the corrosive properties of the lum- ber, the company says. The preservative, which also includes the same quaternary com- pound found in ACQ preservatives, forms an insoluble complex with the cellular structure of the wood that won’t break down over time. ProWood Micro can be used in direct con- tact with aluminum and with the same hot-dipped galvanized fasteners traditionally used with CCA-treated woods in a variety of above-ground and ground-contact outdoor applica- tions. A dimensionally stable kiln-dried version and a color-infused version are also avail- able. 800.598.9663.www.prowoodmicro.com. Circle 105. Universal Forest Products Beam Central Vacuums OK, we know cen- tral vacs aren’t within most LBM dealers’ usual purview. But products that improve indoor air quality, such as central vacs, are becom- ing more and more in- demand by homeowners, and are giving dealers an opportunity to differenti- ate their offerings and expand installed sales programs. The Serenity QS Power Unit is particu- larly cool. The unit’s col- lection receptacle is lined with an agent that pre- vents the formation and growth of mold. Its motor produces up to 640 air watts of cleaning power, but the system operates 4 decibels quieter than competing systems, the company says. A self- cleaning filtration system traps dust on its filter’s surface membrane and then sheds it into the collection receptacle when the unit is turned off. 515.832.4620.www. beam.com. Circle 107. Corporate Headquarters 2801 East Beltline, NE Grand Rapids, MI 49525-9736 Tel: (616) 364-6161 Fax: (616) 365-0060 www.ufpi.com Statement of Quality Applicable to ESR Standard Material ProWood Micro Treated Wood ProWood Micro brand lumber treated by Universal Forest Products for sale in the residential market has been pressure treated with SmartSense™ brand wood preservative and each piece of lumber has an end tag which indicates the preservative, the appropriate end use, the ESR standard (if applicable) to which it was treated, as well as the warranty that applies. Where the end tag indicates treatment to an ESR standard, the material has been processed in accordance with the requirements set forth in ESR-1980 as published by the International Code Council’s Evaluation Service (ICC-ES). The end tag will indicate the appropriate end use to which the lumber has been treated; Use Category 3B (UC3B) is appropriate for above ground use and Use Category 4A (UC4A) is appropriate for ground contact or fresh water use as determined by the applicable AWPA methods. Below is an example of the front and back of a typical treated lumber end tag for Universal Forest Products. Key elements are highlighted and described in more detail. 1. Description of appropriate end use 2. Reference to ESR-1980 standard 3. Quality mark of ALSC accredited third party inspection agency 4. Warranty period 5. Preservative used 6. 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),*85(²6$03/(352'8&7/$%(/65(7(17,21237,21$/ This Technical Bulletin presents detailed information on key tests proving the effectiveness of ProWood Micro1 treated wood, a product backed by Universal Forest Products, Inc. (UFPI), with the same industry-leading warranty program used for its CCA2 and ACQ3 treated products. We will address the tests used by the wood preserving industry to assess product performance, present the test results and discuss what these tests mean to the long-term performance of ProWood Micro treated products. Stake Tests: The Ultimate Test of a Treated Wood Product Reputable wood preservative manufacturers demand that their products perform for decades. However, to develop new products, the industry needed accelerated tests; they simply could not wait 20 years to determine if a potential new preservative system was effective. This challenge was answered by the American Wood-Preservers’ Association 4 (AWPA). The most rigorous and telling AWPA test method used to evaluate wood preservative performance is the field stake test. AWPA E7 uses treated wood stakes driven into the ground in locations known to be hard on wood (prone to wood decay and/or termites) to evaluate wood preservatives. Both 3/4 stakes and Fahlstrom stakes 5 are used in these tests. The combination of very small size and harsh conditions allows these stakes to predict long-term performance in a matter of just a few years6. Additionally two types of “controls” are used to help understand the test results. First, untreated wood is used. This ensures that the conditions at the site really are as destructive as the test envisioned. The second “control” is an established wood preservative system like ACQ or CCA. 1 ProWood Micro is Micronized Copper Quaternary. 2 CCA is Chromated Copper Arsenate. 3 ACQ is Alkaline Copper Quaternary. 4 Throughout this document, we refer to AWPA test methods used to evaluate ProWood Micro. The preservative used in ProWood Micro has not yet been presented to AWPA for consideration and listing in its Book of Standards. We do not wish to imply differently. 5 Developed by noted wood scientist George Fahlstrom, these stakes measure 1.5” x 0.156”. 6 The reason for the accelerated attack is the amount of wood exposed to attack from either decay or insects compared to the total amount of wood in the piece; a high surface-to-volume ratio. Wood Preservation Department December 2006 Corporate Headquarters 2801 E. Beltline NE Grand Rapids,MI 49525 Tel:(616) 364-6161 Fax:(616) 361-7534 www.ufpi.com Stake Tests Prove ProWood Micro Protection TECHNICAL BULLETIN 06-12a FAHLSTROM STAKE 1-1/2” x 1/8” 19MM STAKE 3/4” x 3/4” COMMERCIAL 4x4 3-1/2” x 3-1/2” Now that we have our test stakes, where do we put them? The AWPA answered that question as well. AWPA recommends that the stake tests be conducted in “two geographically separated test sites” and “two distinctly different climates and soil types 7.” Specifically they recommend a site in the Gulf Coast region and a site in windward Hawaii, both of which are characterized as “known high decay hazards.”8 The tests presented below fit the bill: a well-known site in Gainesville, Florida was used for the Gulf Coast site and Hilo, Hawaii for the windward Hawaiian site. Results of Field Stake Tests In the previous section, we discussed the accelerated nature of stake tests. We also discussed that known, well-performing wood treatments like ACQ are used to compare the results of the new system. In fact, it is this comparison which is most telling. For this reason, stake tests generally use a range of different “retentions”9 including retentions not recommended for ground contact. Results for all retentions tested are reported at the end of this report for completeness. Only results for ground contact suitable retentions (around 0.40 pcf) are presented graphically in an effort to simplify the report. Gainesville Tests Fahlstrom stakes were installed by Osmose Wood Preserving March 2003 in Gainesville, Florida. ACQ was used as the treated control along with untreated wood. 7AWPA Technical Committee Regulations, Appendix A “Data Requirement Guidelines for Listing Wood Preservatives in the AWPA Standards,” AWPA Standards 2006, page 402. 8 Ibid. 9 Retention is a term used to describe the amount of preservative in the wood expressed as pounds of preservative per cubic foot of wood (pcf). Wood Preservation Department December 2006 Corporate Headquarters 2801 E. Beltline NE Grand Rapids,MI 49525 Tel:(616) 364-6161 Fax:(616) 361-7534 www.ufpi.com Page 2 of 5 Decay Rating (10=sound, 0=fail)10 9 8 7 6 5 4 3 2 1 0 ProWood Micro 0.40 pcf ACQ 0.42 pcf Untreated first second Site Visit Fahlstrom Stakes - Gainesville third fourth Wood Preservation Department December 2006 Corporate Headquarters 2801 E. Beltline NE Grand Rapids,MI 49525 Tel:(616) 364-6161 Fax:(616) 361-7534 www.ufpi.com The Gainesville test site is very hard on wood. The site is known for a broad range of decay including soft rot and copper-tolerant fungi. The aggressiveness of this test is confirmed by the very fast failure of the untreated controls, with all of them destroyed after the first site visit. The effectiveness of ProWood Micro is proven by the fact that it performs well compared to the ACQ controls. ACQ is providing excellent protection (most of the ACQ stakes are still sound after four inspections), and ProWood Micro is proven to be just as effective. Hilo Tests Two different sets of tests will be reported from Hawaii. The first was installed in Hilo November 2003 and has had three inspections in accordance with AWPA recommendations for assessing preservative systems. However, this test did not include ACQ stakes as treated controls. ACQ stake results from a different test in Hilo are included for reference, but this is not as good as comparing a set of treated controls in the same test. For this reason, a second test with stakes installed in Hilo the following year is presented as well. This test has ACQ treated controls but has only had two inspections. All of these tests were conducted by scientists from Michigan Technological University (MTU) using 3/4 stakes10. 10 These stakes measure 0.75” x 0.75”. Page 3 of 5 Decay Rating (10=sound, 0=fail)10 9 8 7 6 5 4 3 2 1 0 ProWood Micro 0.38 pcf ACQ 0.40 pcf Untreated first second Site Visit 3/4 inch Stakes - Hilo (Hilo test #1) third Wood Preservation Department December 2006 Corporate Headquarters 2801 E. Beltline NE Grand Rapids,MI 49525 Tel:(616) 364-6161 Fax:(616) 361-7534 www.ufpi.com While the Gainesville site is very aggressive with not only soft rot but other types of decay attacking the treated wood, Hilo is known as being the location to determine how effective a product is against soft rot. Once again, in both Hilo tests presented, the untreated stakes failed quickly, proving the aggressiveness of the test. Yet in all of the results, ProWood Micro is fully protecting the stakes even as soft rot destroys the untreated stakes. Stake Tests Confirm Protection Offered by ProWood Micro Although this is a highly technical topic, we felt it was important to present this data publicly to demonstrate why we have such confidence in our ProWood Micro treated products. This is, by no means, all of the data which we have reviewed to reach this conclusion, but stake tests are widely accepted as being the most critical, single type of test for evaluating the protection offered by a preser- vative system. The stake tests from both Gainesville and Hilo prove ProWood Micro is providing pro- tection equal or better than established products. Page 4 of 5 Decay Rating (10=sound, 0=fail)10 9 8 7 6 5 4 3 2 1 0 ProWood Micro 0.40 pcf ACQ 0.40 pcf Untreated first second Site Visit 3/4 inch Stakes - Hilo (Hilo test #2) Wood Preservation Department December 2006 Corporate Headquarters 2801 E. Beltline NE Grand Rapids,MI 49525 Tel:(616) 364-6161 Fax:(616) 361-7534 www.ufpi.com Appendix:Full results of all stake tests presented Page 5 of 5 Decay Ratings Site Visit (months exposure) first (12)second (24)third (36)fourth (43) Untreated 3.6 0 0 0 ProWood Micro 0.10 pcf 7.9 1.8 1.4 0.8 ProWood Micro 0.20 pcf 9.9 7.6 6.2 5 ProWood Micro 0.40 pcf 10 10 9.4 8.7 ACQ 0.12 pcf 8.7 4.3 0.9 0.9 ACQ 0.26 pcf 9.8 7.6 5.2 1.9 ACQ 0.42 pcf 10 9.3 7.5 6.3 3791_Dec Decay Ratings Site Visit (months exposure) first (12)second (24)third (36) Untreated 5.9 1.6 0 ProWood Micro 0.094 pcf 9.9 9.9 8.8 ProWood Micro 0.19 pcf 9.8 9.95 9.7 ProWood Micro 0.38 pcf 9.9 10 10 ACQ 0.15 pcf 9.9 9.8 9.9 ACQ 0.25 pcf 9.9 9.9 9.9 ACQ 0.40 pcf 9.6 10 10 Decay Ratings Site Visit (months exposure) first (12)second (24) Untreated 8 0.9 ProWood Micro 0.15 pcf 10 9.8 ProWood Micro 0.25 pcf 10 9.9 ProWood Micro 0.40 pcf 10 9.95 ACQ 0.15 pcf 10 9.7 ACQ 0.25 pcf 10 9.9 ACQ 0.40 pcf 10 10 Notes: 1. Stakes relocated to Oahu Feb. 2006 by MTU. 2. Treated controls not installed; ACQ data from different test in Hilo. Notes: 1. Stakes relocated to Oahu Feb. 2006 by MTU. Gainesville, Florida Osmose Tests Fahlstrom Stakes Installed March 2003 Scale: 0 (completely destroyed) to 10 (completely sound) Hilo, Hawaii MTU Tests 3/4” Stakes Installed November 2003 Scale: 0 (completely destroyed) to 10 (completely sound) Hilo, Hawaii MTU Tests 3/4” Stakes Installed November 2004 Scale: 0 (completely destroyed) to 10 (completely sound) When a reputable company brings a new preservative to market, as you can imagine, extensive testing and research takes place to ensure the preservative will perform as expected. One important aspect of performance is how well the preservative penetrates the wood and how much preservative is present in the wood as you move from the outer edge to the center of the board (this is referred to as a gradient). This technical bulletin details testing that compares the penetration and gradient of ProWood Micro1 to the familiar ACQ2 treated wood that is common in the market today. Research Project #1: This test studied the gradient of the copper and quaternary components of both ProWood Micro and ACQ at a level that is appropriate for above ground uses3. Southern pine 2x4s were treated with both preservative systems then dried and cut in half. From these sections, six different zones were taken in the middle of the board in 1/8” intervals, where Zone 1 is on the outside edge of the board and Zone 6 is at the center of the board. (See the illustration to the right.) Each zone was analyzed for copper and for quaternary. Results are shown on the graphs below. 1 ProWood Micro is Micronized Copper Quaternary. 2 ACQ is Alkaline Copper Quaternary Type D. 3 The target retention levels for the ProWood Micro and ACQ were 0.25 pcf. “Retention” is the concentration of preservative in the wood measured in pounds of preservative per cubic foot of wood. Wood Preservation Department December 2006 Corporate Headquarters 2801 E. Beltline NE Grand Rapids,MI 49525 Tel:(616) 364-6161 Fax:(616) 361-7534 www.ufpi.com ProWood Micro Penetration and Gradient TECHNICAL BULLETIN 06-12b 1-1/2” 3/4” 3-1/2” 1 2 3 4 Gradient ZonePercent of Outer Zone120% 100% 80% 60% 40% 20% 0% 123456 PW Micro ACQ Figure 1. Research Project #1 - copper as a percent of the outer zone. The two main conclusions that can be drawn from this testing are (1) in both preservative systems, there is penetration of both the copper and the quaternary through to the center of the board (Zone 6), and (2) in both preservative systems, there is a similar gradient, although the amount of copper present in the ProWood Micro is a bit more even across each zone. Research Project #2: This test studied the penetration and gradient of both ProWood Micro and ACQ at a level that is appropriate for ground contact uses4. Southern pine 6x6s were treated with both preservative systems then dried and cut in half. On the fresh-cut face, the preservative penetration was determined by using standard quality control methods5. Any heartwood present will turn orange-red, and wherever copper is present will turn dark bluish-black, indicating penetration of the preservative. The pictures below show examples of the 6x6s and the copper penetration. 4The target retentions for both ProWood Micro and ACQ were 0.40 pcf. 5Heartwood was identified by using the sapwood heartwood indicator for pines (American Wood-Preservers’ Association Standard M2-01, Section 4.3.1.1) and Chrome Azurol S (AWPA Standard A3-05, Section 2) was applied for the visual determination of copper penetration. Wood Preservation Department December 2006 Corporate Headquarters 2801 E. Beltline NE Grand Rapids,MI 49525 Tel:(616) 364-6161 Fax:(616) 361-7534 www.ufpi.com Page 2 of 4 Gradient ZonePercent of Outer Zone120% 100% 80% 60% 40% 20% 0% 123456 PW Micro ACQ 6x6 No. 1MicroPro 1.2 Li uid MicroPro 1.8 Li uid ACQ 1.2 Solution ACQ 1.8 Solution Figure 2. Research Project #1 - quaternary as a percent of the outer zone. Figure 3. Penetration results. Wood Preservation Department December 2006 Corporate Headquarters 2801 E. Beltline NE Grand Rapids,MI 49525 Tel:(616) 364-6161 Fax:(616) 361-7534 www.ufpi.com Figure 3 is representative of the other material in the study and clearly shows the penetration of the sapwood for both preservative systems. In addition to the penetration part of the project, the gradient was also studied. As in Project #1, gradient zones were taken;however, this time they were taken in 1/2” intervals for a total of five zones.The zones were cut from the middle of the piece, approximately 1/2” thick, and extending 2.5” from the outside edge toward the center. Again, Zone 1 is on the out- side edge of the board, and the fifth zone, Zone 5, is the closest to the cen- ter of the board. Each gradient zone was analyzed for copper and for quaternary. See the illustration to the right. Results are shown on the graphs below, and each zone is expressed as a percent of the outer zone (Zone 1). Page 3 of 4 Gradient ZonePercent of Outer Zone120 100 80 60 40 20 0 ABCDE PW Micro ACQ 5.5” 5.5” 1 2 3 4 5 Figure 4. Research Project #2 - copper gradient as a percent of the outer zone. Wood Preservation Department December 2006 Corporate Headquarters 2801 E. Beltline NE Grand Rapids,MI 49525 Tel:(616) 364-6161 Fax:(616) 361-7534 www.ufpi.com Research Project #2 shows that the 6x6s are well penetrated by both preservatives. It also shows that ACQ had a somewhat steeper gradient than the ProWood Micro for both copper and quaternary in this sample set. Conclusions These two research projects demonstrate that both the copper and quaternary components in ProWood Micro clearly penetrate the wood on both dimension (2x4) and timbers (6x6). In addition to our rigorous in-house quality control program and third-party inspection program, these projects show that ProWood Micro is a quality product with penetration characteristics similar to the familiar ACQ treated wood that is common in the market today. Look for additional Technical Bulletins from the Wood Preservation Department on www.ufpi.com. Page 4 of 4 Gradient ZonePercent of Outer Zone120 100 80 60 40 20 0 ABCDE PW Micro ACQ 3791_Dec Figure 5. Research Project #2 - quaternary gradient as a percent of the outer zone. Version #: 01 Revision date, 6/18/15 Issue date: 3/10/2015 SDS US 1 / 7 SAFETY DATA SHEET hE/sZ^>&KZ^dWZKhd^͕/E͘ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ 1. Identification Product identifier Prowood® Micro CA Preserved Wood Other means of identification Product end tag will be marked with “MCA” Synonyms MCA-B, MCA Type B, Wood Preserved with Micronized Copper Azole SDS number UFP-MCA-1 Recommended use Preservative Treated Wood for various exterior applications including above ground, ground contact and freshwater exposure. Recommended restrictions None known. Manufacturer/Importer/Supplier/Distributor information Company Name Universal Forest Products, Inc. Address 2801 East Beltline, NE, Grand Rapids, MI 49525 USA Telephone number 616-365-1526 Contact person Regulatory Compliance Emergency Telephone Number CHEMTREC 1-800-424-9300 E-mail rdickens@ufpi.com 2. Hazard(s) identification Physical hazards Health hazards OSHA defined hazards Label elements Not classified. Carcinogenicity Combustible dust Category 1A Signal word Danger Hazard statement May cause cancer by inhalation. May form combustible dust concentrations in air. Precautionary statement Prevention Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Keep away from heat/sparks/open flames/hot surfaces. - No smoking. Prevent dust accumulation to minimize explosion hazard. Ground/bond container and receiving equipment. Wear protective gloves/protective clothing/eye protection/face protection. Response If exposed or concerned: Get medical advice/attention. In case of fire: Use CO2, foam or water spray for extinction. Storage Store locked up. Disposal Dispose of contents/container in accordance with local/regional/national/international regulations. Hazard(s) not otherwise classified (HNOC) None known. 3. Composition/information on ingredients Mixtures Chemical name Wood Dust CAS number % N/A > 90 Glue Solids (plywood only)1 N/A 4-8 Composition comments All concentrations are in percent by weight. The product contains: Copper carbonate (CAS # 12069-69-1) and Tebuconazole (CAS # 107534-96-3) below reportable limits. 1Plywood produced by others is bonded with various low formaldehyde emission bonding systems. Version #: 01 Revision date, 6/18/15 Issue date: 3/10/2015 SDS US 2 / 7 4. First-aid measures Inhalation Move to fresh air. If breathing is difficult, give oxygen. Get medical attention immediately. Some species may cause allergic respiratory reactions with asthma-like symptoms in sensitized individuals. Skin contact Remove contaminated clothing. Wash skin thoroughly with soap and water for several minutes. Prolonged contact with treated wood and/or treated wood dust, especially when freshly treated at the plant, may cause irritation to the skin. Abrasive handling or rubbing of the treated wood may increase skin irritation. Some wood species, regardless of treatment, may cause dermatitis or allergic skin reactions in sensitized individuals. In case of rashes, wounds or other skin disorders: Seek medical attention and bring along these instructions. Eye contact Do not rub eye. Immediately flush eye(s) with plenty of water. Remove any contact lenses and open eyelids wide apart. If irritation persists get medical attention. Ingestion Rinse mouth thoroughly if dust is ingested. Get medical attention if any discomfort continues. Most important symptoms/effects, acute and delayed Indication of immediate medical attention and special treatment needed Wood dust: May cause nasal dryness, irritation and mucostasis. Coughing, wheezing, sneezing, sinusitis and prolonged colds have also been reported. Depending on wood species may cause respiratory sensitization and/or irritation. Symptoms can include irritation, redness, scratching of the cornea, and tearing. May cause eczema-like skin disorders (dermatitis). Airborne treated or untreated wood dust may cause nose, throat, or lung irritation and other respiratory effects. Treat symptomatically. General information Ensure that medical personnel are aware of the material(s) involved, and take precautions to protect themselves. 5. Fire-fighting measures Suitable extinguishing media Carbon dioxide, regular foam, dry chemical, water spray, or water fog. Unsuitable extinguishing media Specific hazards arising from the chemical Special protective equipment and precautions for firefighters Fire fighting equipment/instructions Water jet. Depending on moisture content, and more importantly, particle diameter and airborne concentration, wood dust in a contained area may explode in the presence of an ignition source. Wood dust may similarly deflagrate (combustion without detonation like an explosion) if ignited in an open or loosely contained area. An airborne concentration of 40 grams (40,000 mg) of dust per cubic meter of air is often used as the LEL for wood dusts. Reference NFPA Standards- 654 and 664 for guidance. Self-contained breathing apparatus and full protective clothing must be worn in case of fire. Selection of respiratory protection for firefighting: follow the general fire precautions indicated in the workplace. Use water spray to cool fire exposed surfaces and to protect personnel. 6. Accidental release measures Personal precautions, protective equipment and emergency procedures Methods and materials for containment and cleaning up Eliminate all ignition sources (no smoking, flares, sparks, or flames in immediate area). Avoid generation and spreading of dust. Avoid spread of dust. Avoid inhalation of dust. Provide adequate ventilation. Wear appropriate personal protective equipment (See Section 8). Sweep or vacuum up spillage and collect in suitable container for disposal. If not possible, gently moisten dust before it is collected with shovel, broom or the like. Containers must be labeled. For waste disposal, see Section 13 of the SDS. Environmental precautions For good industrial practice avoid release to the environment. 7. Handling and storage Precautions for safe handling Avoid prolonged or repeated breathing of dust. Avoid prolonged or repeated contact with skin. Wear appropriate personal protective equipment. Do not smoke. Change contaminated clothing. Do not burn preserved wood. Do not use preserved wood as Mulch. Routine housekeeping should be instituted to ensure that dusts do not accumulate on surfaces. Conditions for safe storage, including any incompatibilities Keep away from heat, sparks and open flame. Store in tightly closed original container in a dry, cool and well-ventilated place. Version #: 01 Revision date, 6/18/15 Issue date: 3/10/2015 SDS US 3 / 7 8. Exposure controls/personal protection Occupational exposure limits U.S. - OSHA Components Type Value Form Wood Dust (CAS N/A) ACGIH PEL 5 mg/m3 Respirable dust. 15 mg/m3 Total fraction. Components Type Value Form Wood Dust (CAS N/A) TWA 1 mg/m3 Inhalable fraction. US. NIOSH: Pocket Guide to Chemical Hazards Components Type Value Form Wood Dust (CAS N/A) TWA 1 mg/m3 Dust. Biological limit values No biological exposure limits noted for the ingredient(s). Appropriate engineering controls Provide sufficient general/local exhaust ventilation to maintain inhalation exposures below current exposure limits and areas below explosive dust concentrations. Individual protection measures, such as personal protective equipment Eye/face protection Wear safety glasses with side shields or safety goggles when sawing or cutting. Skin protection Hand protection When handling wood, wear leather or fabric gloves. Other Wear normal work clothes and safety shoes. Respiratory protection If engineering controls do not maintain airborne concentrations below recommended exposure limits (where applicable) or to an acceptable level (in countries where exposure limits have not been established), an approved respirator must be worn. Use a NIOSH–approved respirator if there is a potential for exposure to dust exceeding exposure limits (See 29 CRF 1910.134, respiratory protection standard). Thermal hazards Wear appropriate thermal protective clothing, when necessary. General hygiene considerations If wood dust contacts the skin, workers should wash the affected areas with soap and water. Clothing contaminated with wood dust should be removed, and provisions should be made for the safe removal of the chemical from the clothing. Persons laundering the clothes should be informed of the hazardous properties of wood dust. A worker who handles wood dust should thoroughly wash hands, forearms, and face with soap and water before eating, using tobacco products, using toilet facilities, applying cosmetics, or taking medication. Workers should not eat, drink, use tobacco products, apply cosmetics, or take medication in areas where wood dust is handled, or processed. Observe any medical surveillance requirements. 9. Physical and chemical properties Appearance Physical state Solid. Form Solid. Chips. Dust. Color Not available. Odor No odor. Odor threshold Not applicable. pH Not applicable. Melting point/freezing point Not applicable. Initial boiling point and boiling range Not applicable. Flash point Not available. Evaporation rate Not applicable. Flammability (solid, gas) Combustible dust. Upper/lower flammability or explosive limits Flammability limit - lower (%) Not available. Version #: 01 Revision date, 6/18/15 Issue date: 3/10/2015 SDS US 4 / 7 Flammability limit - upper (%) Not available. Explosive limit - lower (%) Not available. Explosive limit - upper (%) Not available. Vapor pressure Not applicable. Vapor density Not applicable. Relative density Not available. Solubility(ies) Solubility (water) Not available. Partition coefficient (n-octanol/water) Not applicable. Auto-ignition temperature Not available. Decomposition temperature Not available. Viscosity Not applicable. 10. Stability and reactivity Reactivity The product is non-reactive under normal conditions of use, storage and transport. Chemical stability Stable at normal conditions. Possibility of hazardous reactions Hazardous reactions do not occur. Conditions to avoid Avoid heat, sparks, open flames and other ignition sources. Minimize dust generation and accumulation. Avoid contact with incompatible materials. Incompatible materials Strong oxidizing agents. Reducing agents. Hazardous decomposition products During combustion: Carbon oxides. Nitrogen oxides. Aliphatic aldehydes. Polycyclic aromatic hydrocarbons (PAHs). 11. Toxicological information Information on likely routes of exposure Inhalation Wood dust, treated or untreated, is irritating to the nose, throat and lungs. Prolonged or repeated inhalation of wood dusts may cause respiratory irritation, recurrent bronchitis and prolonged colds. Some species may cause allergic respiratory reactions with asthma-like symptoms in sensitized individuals. Prolonged exposure to wood dusts by inhalation has been reported to be associated with nasal and paranasal cancer. Skin contact Handling may cause splinters. Prolonged contact with treated wood and/or treated wood dust, especially when freshly treated at the plant, may cause irritation to the skin. Abrasive handling or rubbing of the treated wood may increase skin irritation. Some wood species, regardless of treatment, may cause dermatitis or allergic skin reactions in sensitized individuals. Eye contact Dust may irritate the eyes. Ingestion Not likely, due to the form of the product. However, ingestion of dusts generated during working operations may cause nausea and vomiting. Certain species of wood and their dusts may contain natural toxins, which can have adverse effects in humans. Symptoms related to the physical, chemical and toxicological characteristics Wood dust: May cause nasal dryness, irritation and mucostasis. Coughing, wheezing, sneezing, sinusitis and prolonged colds have also been reported. Depending on wood species may cause respiratory sensitization and/or irritation. Symptoms can include irritation, redness, scratching of the cornea, and tearing. May cause eczema-like skin disorders (dermatitis). Airborne treated or untreated wood dust may cause nose, throat, or lung irritation and other respiratory effects. Information on toxicological effects Acute toxicity Not expected to be acutely toxic. Skin corrosion/irritation Dust may irritate skin. Serious eye damage/eye irritation Respiratory or skin sensitization Dust may irritate the eyes. Respiratory sensitization Exposure to wood dusts can result in hypersensitivity, Skin sensitization Exposure to wood dust can result in the development of contact dermatitis. The primary irritant dermatitis resulting from skin contact with wood dusts consist of erythema, blistering, and sometimes erosion and secondary infections occur. Version #: 01 Revision date, 6/18/15 Issue date: 3/10/2015 SDS US 5 / 7 Germ cell mutagenicity No component of this product present at levels greater than or equal to 0.1% is identified as a mutagen by OSHA. Carcinogenicity May cause cancer by inhalation. This classification is based on an increased incidence of nasal and paranasal cancers in people exposed to wood dusts. IARC Monographs. Overall Evaluation of Carcinogenicity Wood Dust (CAS N/A) 1 Carcinogenic to humans. NTP Report on Carcinogens Wood Dust (CAS N/A) Known To Be Human Carcinogen. OSHA Specifically Regulated Substances (29 CFR 1910.1001-1050) Not listed. Reproductive toxicity This product is not expected to cause reproductive or developmental effects. Specific target organ toxicity - single exposure Specific target organ toxicity - repeated exposure Not classified. Not classified. Aspiration hazard Not likely, due to the form of the product. Chronic effects Chronic exposure to wood dusts can result in pneumonitis, and coughing, wheezing, fever and the other signs and symptoms associated with chronic bronchitis. 12. Ecological information Ecotoxicity The product is not classified as environmentally hazardous. Persistence and degradability No data is available on the degradability of this product. Bioaccumulative potential Mobility in soil The product is insoluble in water. Mobility in general The product is not volatile but may be spread by dust-raising handling. Other adverse effects No other adverse environmental effects (e.g. ozone depletion, photochemical ozone creation potential, endocrine disruption, global warming potential) are expected from this component. 13. Disposal considerations Disposal instructions Dispose in accordance with applicable federal, state, and local regulations. Do not discharge into drains, water courses or onto the ground. Local disposal regulations Dispose of in accordance with local regulations. Hazardous waste code The Waste code should be assigned in discussion between the user, the producer and the waste disposal company. Waste from residues / unused products Dispose in accordance with all applicable regulations. Do not discharge into drains, water courses or onto the ground. Contaminated packaging Since emptied containers may retain product residue, follow label warnings even after container is emptied. 14. Transport information DOT Not regulated as dangerous goods. IATA Not regulated as dangerous goods. IMDG Not regulated as dangerous goods. Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code 15. Regulatory information Not applicable. US federal regulations This product is a "Hazardous Chemical" as defined by the OSHA Hazard Communication Standard, 29 CFR 1910.1200. TSCA Section 12(b) Export Notification (40 CFR 707, Subpt. D) Not regulated. Version #: 01 Revision date, 6/18/15 Issue date: 3/10/2015 SDS US 6 / 7 OSHA Specifically Regulated Substances (29 CFR 1910.1001-1050) Not listed. CERCLA Hazardous Substance List (40 CFR 302.4) Not listed. Superfund Amendments and Reauthorization Act of 1986 (SARA) Hazard categories Immediate Hazard - No Delayed Hazard - Yes Fire Hazard - Yes Pressure Hazard - No Reactivity Hazard - No SARA 302 Extremely hazardous substance Not listed. SARA 311/312 Hazardous chemical SARA 313 (TRI reporting) Not regulated. Yes Other federal regulations Clean Air Act (CAA) Section 112 Hazardous Air Pollutants (HAPs) List Not regulated. Clean Air Act (CAA) Section 112(r) Accidental Release Prevention (40 CFR 68.130) Not regulated. Safe Drinking Water Act (SDWA) US state regulations Not regulated. US. Massachusetts RTK - Substance List Not regulated. US. New Jersey Worker and Community Right-to-Know Act Wood Dust (CAS N/A) US. Pennsylvania Worker and Community Right-to-Know Law Wood Dust (CAS N/A) US. Rhode Island RTK Not regulated. US. California Proposition 65 WARNING: This product contains a chemical known to the State of California to cause cancer. US - California Proposition 65 - Carcinogens & Reproductive Toxicity (CRT): Listed substance Wood Dust (CAS N/A) International Inventories Country(s) or region Inventory name On inventory (yes/no)* United States & Puerto Rico Toxic Substances Control Act (TSCA) Inventory Yes *A "Yes" indicates this product complies with the inventory requirements administered by the governing country(s). A "No" indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing country(s). 16. Other information, including date of preparation or last revision Issue date 10-March-2015 Revision date - Version # 01 Version #: 01 Revision date, 6/18/15 Issue date: 3/10/2015 SDS US 7 / 7 Further information HMIS® is a registered trade and service mark of the NPCA. E - Safety Glasses, Gloves, Dust Respirator PERCENTAGE OF ACTIVE INGREDIENTS PER RETENTION LEVEL: 0.06 pcf: Copper carbonate expressed as Elemental Copper 0.15% - 0.25% Tebuconazole 0.006% - 0.01% 0.15 pcf: Copper carbonate expressed as Elemental Copper 0.35% - 0.65% Tebuconazole 0.01% - 0.03% 0.23 pcf: Copper carbonate expressed as Elemental Copper 0.55% - 0.95% Tebuconazole 0.02% - 0.05% HMIS® ratings Health: 1* Flammability: 1 Physical hazard: 0 Personal protection: E NFPA ratings 1 1 0 Disclaimer Universal Forest Products, Inc. and its affiliates cannot anticipate all conditions under which this information and its product, or the products of other manufacturers in combination with its product, may be used. It is the user’s responsibility to ensure safe conditions for handling, storage and disposal of the product, and to assume liability for loss, injury, damage or expense due to improper use. The information in the sheet was written based on the best knowledge and experience currently available. 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MRZSMGI ERH TVSSJ SJ [EVVERX] 1MGVSC Submittal Job # 2019-030R Date Sent:10/24/2019 Oxoboxo Lofts Date Due:10/31/2019 Rough Carpentry - 06100 Submittal Title Misc-2 Type Grace Vycor Ice & Water Intended Use Vapor Barrier Wrap at Beam Ends Notes Contractor's Stamp Architect's Stamp Engineer's Stamp Shawnlee Construction, LLC. 74A Taunton St., Plainville, MA 02762. Tel:508-695-8033 www.ufpi.com Grace Construction Products GRACE ICE & WATER SHIELD® Self-adhered roofing underlayment Product Description Grace Ice & Water Shield®is a premier membrane composed of two waterproofing materials—an aggressive rubberized asphalt adhesive backed by a layer of high density cross laminated polyethyl- ene. The rubberized asphalt surface is backed with a foldless release paper that protects its adhesive quality. During application, the release paper is easily removed, allowing the rubberized asphalt to bond tightly to the roof deck. In addition, embed- ded in the membrane is a split release on demand feature called Ripcord®. The full width membrane is supplied in three full- width roll sizes. See the Product Data chart for product information. Membrane strips are also available in 75 ft (22.9 m) long rolls at widths of 6 in. (150 mm), 9 in. (225 mm), 12 in. (300 mm) and 18 in. (450 mm). Features & Benefits Easy to handle and apply—The self-adhesive membrane bonds firmly to the roof deck without heat or special adhesives. Ripcord is a unique and patented feature that makes Grace Ice & Water Shield easier to apply by giving the applicator a split release on demand. Faster application of the membrane in the straight- aways, as well as ease of membrane positioning in detailed areas (valleys, around dormers, etc.), are just some of the benefits. Foldless release paper—The foldless release paper provides multiple performance enhance- ments: fewer edge catches, 180° pull-back, ease of membrane cutting (single cuts) and membrane positioning, quicker “one-man installs” resulting in an easier, more productive release. Seals around nails—The rubberized asphalt layer in Grace Ice & Water Shield seals around roofing nails, resisting leakage caused by water back-up behind ice dams, or from wind-driven rain. Dual barrier protection—Rubberized asphalt and polyethylene are combined to form two water- proofing barriers providing maximum protection. Membrane will not crack, dry out or rot— Grace Ice & Water Shield resists attacks from fungus and bacteria; maintains its integrity for long lasting protection. Protects under all standard sloped roof coverings—Grace Ice & Water Shield protects under slate, tile, cedar shakes or metal, as well as under conventional asphalt shingles. Slip resistant surface—Grace Ice & Water Shield has a slip resistant embossed surface to maximize traction and safety for applicators. Proven track record—Grace Ice & Water Shield is the name brand in roofing underlayments with a 35-year track record of protecting roofs from ice dams and wind-driven rain. Reroofable—Unlike granular surfaced membranes, Grace Ice & Water Shield will not adhere to the underside of the exposed roof cover- ing. Grace Ice & Water Shield can be applied over the old Grace underlayment (except over Grace Basik®, Grace Tri-Flex® and Grace SYN 15) In retrofit applications, making re-roofing easier, less costly (since there is no need for removing the existing underlayment), more durable and environ- mentally friendly (as the structural deck remains intact avoiding the need to purchase additional wood decking). Grace technical support—Grace Ice & Water Shield is backed by a team of local technical support personnel that help ensure every applica- tion goes smoothly. Guidelines for Use Grace Ice & Water Shield is used as an underlayment for sloped roofs to resist water penetration due to water back-up behind ice dams or wind-driven rain. Grace Ice & Water Shield also offers leak protection in trouble prone spots like valleys, skylights, protrusions and other flashing areas. Ice Dams Grace Ice & Water Shield should be used in conjunction with roof designs that minimize ice dam formation. In cold climates, it is particularly important to provide proper insu- lation and ventilation to reduce the size of ice dams and to avoid interior condensation. Cathedral ceilings must include ventilation between rafters to allow for air flow to a ridge vent. Well ventilated cold roof designs are particularly important in alpine regions to reduce the size of ice dams which could contribute to structural damage. Several variables will influence the height of ice dams and the membrane coverage required. 1.Climate—The annual snow fall will affect the amount of membrane needed. 2.Slope—On a low slope, ice dams will extend farther inward from the roof edge. 3.Overhang—A wide overhang will require more membrane to reach the appropriate point on the roof. 4.Insulation and ventilation—A very well insulated building with a cold, well ventilated attic will have smaller ice dams. 5.Valleys—Any valleys formed by projections such as dormers or roof direction changes are likely to trap more snow and cause larger ice dams. 6.Exposure—A northern exposure or shaded areas will generally contribute to larger ice dams. While gutters may make it easier for an ice dam to start, large dams can occur on roofs with no gutters. Removing snow from a roof edge or installing heat cables may not prevent ice dam formation, but may shift the location of the ice dam. Under certain conditions, a dam can form at the edge of the remaining snow. Local building codes should be consulted for specific requirements. Installation Procedure Surface Preparation Install Grace Ice & Water Shield directly on a clean, dry, continuous structural deck. Some suitable deck materials include plywood, wood composition, wood plank, metal, concrete, or gypsum sheathing. Remove dust, dirt, loose nails, and old roofing materials. Protrusions from the deck area must be removed. Decks shall have no voids, damaged, or unsupported areas. Wood planks should be closely butted together. Repair deck areas before installing the membrane. Prime concrete, masonry surfaces and DensGlass Gold® with Perm-A-Barrier®WB Primer. Prime wood composition and gypsum sheathing with Perm-A-Barrier WB Primer if adhesion is found to be marginal (refer to Technical Letter 12, Use on Oriented Strand Board (OSB) Roof Sheathing). Apply Perm-A-Barrier WB Primer at a rate of 250–350 ft2/gal (6–8 m2/L). Priming is not required for other suitable surfaces provided that they are clean and dry. Membrane Installation Apply Grace Ice & Water Shield in fair weather when the air, roof deck, and membrane are at temperatures of 40°F (5°C) or higher. Apply roof covering material at tempera- tures of 40°F (5°C) or higher. Cut the membrane into 10–15 ft (3–5 m) lengths and reroll loosely. Peel back 1–2 ft (300–600 mm) of release liner, align the membrane, and continue to peel the release liner from the membrane. Press the membrane in place with heavy hand pressure. Side laps must be a minimum of 3.5 in. (90 mm) and end laps a minimum of 6 in. (150 mm). For valley and ridge application, peel the release liner, center the sheet over the valley or ridge, drape, and press it in place. Work from the center of the valley or ridge outward in each direction and start at the low point and work up the roof. Alternatively, starting with a full roll of membrane, unroll a 3–6 ft (1–2 m) piece of membrane leaving the release liner in place. Align the membrane and roll in the intended direc- tion of membrane application. Carefully cut the release liner on top of the roll in the cross direction being careful not to cut the membrane. Peel back about 6 in. (150 mm) of the release liner in the opposite direction of the intended membrane application exposing the black adhesive. Hold the release liner with one hand and pull the roll along the deck with the release liner, leaving the applied membrane behind. Use the other hand to apply pressure on the top of the roll. Stop frequently to press the membrane in place with heavy hand pressure. When finished with the roll go back to the beginning, reroll and pull the remaining release paper from the material, finishing the installation. For successive membrane courses, align the edge of the release liner with the dashed line provided on the surface of the membrane to achieve the 3.5 in. (90 mm) side lap. Consistent with good roofing practice, install the membrane such that all laps shed water. Always work from the low point to the high point of the roof. Apply the membrane in valleys before the membrane is applied to the eaves. Following placement along the eaves, continue application of the membrane up the roof. The membrane may be installed either vertically or horizontally. Use smooth shank, electro-plated galvanized nails for fastening shingles to get the best seal. Hand nailing gener- ally provides a better seal than power-activated nailing. If nailing of the membrane is necessary on steep slopes during hot or extreme cold weather, backnail and cover the nails by overlapping with the next sheet. Use Grace Ice & Water Shield on all of these critical areas Confined Rake Edge Rake Edge Eave Low Slope Area ChimneySkylight Valley Eave Ridge Hip Dormer Corners Flanged Windows Sill Exterior Doors Sill Plate Ledger Board Deck Joists Grace Ice & Water Shield® Grace Tri-Flex® Grace Vycor® Plus & Vycor® Pro Grace Vycor Deck Protector® Extend the membrane on the roof deck above the highest expected level of water back-up from ice dams and above the highest expected level of snow and ice on the wall sheathing on vertical side walls (dormers) and vertical front walls for ice dam protection. Consider a double layer of membrane in critical areas, such as along the eaves or in valleys and in climates where severe ice dams are antici- pated. Apply the membrane to the entire roof deck for wind-driven rain protection. Apply a new layer of Grace Ice & Water Shield directly over the old Grace underlayment in retrofit applications following the standard membrane application procedure. Precautions & Limitations • Slippery when wet or covered by frost. • Consistent with good roofing practice, always wear fall protection when working on a roof deck. • Release liners are slippery. Remove from work area immediately after membrane application. • Do not leave permanently exposed to sunlight. Cover within 30 days. • Place metal drip edges or wood starter shingles over the membrane. • Do not fold over the roof edge unless the edge is protected by a drip edge, gutter or other flashing material. • Do not install on the chamfered edges of wood plank. • Do not install directly on old roof coverings. • Certain product applications are prohibited in hot desert areas in the southwestern United States. Check with your Grace Construction Products representative. • Check with the manufacturer of the metal roofing system for any special requirements when used under metal roofing. Do not install directly under roof coverings espe- cially sensitive to corrosion, such as zinc, without providing proper ventilation. • Do not install under copper, Cor-Ten ®, or zinc metal roofing in high altitudes. These roofs can reach extremely high temperatures due to the low reflectivity, high absorp- tion, and high conductivity of the metals. Use Grace Ultra for these roof types. Check with your Grace Construction Products representative. • Provide proper roof insulation and ventilation to help reduce ice dams and to minimize condensation. Grace Ice & Water Shield is an air and vapor barrier. • Repair holes, fishmouths, tears, and damage to membrane with a round patch of membrane extending past the damaged area 6 in. (150 mm) in all directions. If fasteners are removed leaving holes in the membrane, they must be patched. The membrane may not self-seal open fastener penetrations. • Do not install fasteners through the membrane over unsupported areas of the structural deck, such as over the joints between adjacent structural panels. • Due to its slight asphaltic odor, do not apply where the membrane is exposed to interior living space. Refer to product literature for more complete information. • Not compatible with EPDM or TPO; use Grace Ultra for tie-ins (refer to Technical Letter 5, Chemical Compatibility). • Not compatible with polysulfides, flexible PVC, or high concentrations of resin (pitch). For more information, refer to Technical Letter 5. Code Compliance Grace Ice & Water Shield meets the following standards: • Underwriters Laboratories Inc. Class A fire classification under fiber-glass shingles and Class C under organic felt shingles (per ASTM E108/UL 790) • Underwriters Laboratories Inc. Classified Sheathing Material Fire Resistance Classification with Roof Designs: P225, P227, P230, P237, P259, P508, P510, P512, P514, P701, P711, P717, P722, P723, P732, P734, P736, P742, P803, P814, P818, P824 • Miami-Dade County Product Control Approved. Report NOA 12-1115.02 • Florida State Approval Report No. FL289-R3 Ice Dams Wind-Driven Rain Water from melting snow over the heated portion of the house runs down the roof. It freezes at the cold eave and an ice dam begins to form preventing drainage. As the ice dam grows, water is trapped behind it and backs up under the shingles. Eventually it reaches the roof deck and leaks through, damag- ing the interior of the structure. Grace Ice & Water Shield resists this leakage because of the seal around the fasteners, ability to make watertight laps, and the membrane’s bond to the deck. Sloped roofs are not waterproof. They protect structures by shedding rain water. Storm-driven winds can cause sloped roof coverings to lift. Rain can then be easily driven under the roof covering directly to the unprotected roof deck where it causes leaks and damage to the interior of the structure. Grace Ice & Water Shield applied beneath the sloped roof covering helps prevent wind-driven rain from entering the structure. Product Data Roll length 75 ft (22.9 m) 66.6 ft (20.2 m) 36 ft (11.0 m) Roll width 36 in. (914 mm) 36 in (914 mm) 36 in. (914 mm) Roll size 225 ft 2 (20.9 m2) 200 ft 2 (18.6 m2) 108 ft 2 (10.4 m2) Packaging Corrugated cartons Corrugated cartons Corrugated cartons Roll weight 61.4 lbs (27.9 kg) 55 lbs (24 .9 kg) 33.6 lbs (15.3 kg) Rolls per pallet 35 35 25 www.graceathome.com www.graceconstruction.com For technical assistance call toll free at 866-333-3SBM (3726) Grace Ice & Water Shield, Grace Tri-Flex, Basik, Perm-A-Barrier, Vycor, Vycor Deck Protector and Ripcord are registered trademarks of W. R. Grace & Co.–Conn. Cor-Ten is a registered trademark assigned to USX Corporation. DensGlass Gold is a registered trademark of Georgia-Pacific Corporation. We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for the users’ consideration, investigation and verification, but we do not warrant the results to be obtained. Please read all statements, recommendations or suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright. W. R. Grace & Co.–Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6. This product may be covered by patents or patents pending. Copyright 2013. W. R. Grace & Co.–Conn. GIWS-060W Printed in U.S.A. 08/13 FA/PDF Performance Properties Property Value Test Method Color Gray-black Thickness, membrane 40 mil (1.02 mm) ASTM D3767 method A Tensile strength, membrane 250 psi (1720 kN/m 2) ASTM D412 (Die C modified) Elongation, membrane 250% ASTM D412 (Die C modified) Low temperature flexibility Unaffected @ -20°F (-29°C) ASTM D1970 Adhesion to plywood 3.0 lbs/in. width (525 N/m) ASTM D903 Permeance (max) 0.05 Perms (2.9 ng/m 2s Pa) ASTM E96 Material weight installed (max) 0.3 lb/ft 2 (1.3 kg/m2) ASTM D461 1. Product Name • Grace Ice & Water Shieldª • Grace Select • Grace Ultra 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 (866) 333-3SBM (3726) Fax: (410) 431-7392 www.graceconstruction.com www.graceathome.com 3. Product Description BASIC USE Grace underlayments are used on sloped roofs beneath shingles, shakes, slate, tile and metal roofing. These products help prevent leaks caused by wind driven rain and water back-up from ice dams in flashing areas, on roof edges, valleys, ridges and other critical areas. Grace Ice & Water Shieldª provides superior protection from ice dams and wind driven rain in severe climate areas. With RIPCORDª, Grace Ice & Water Shield is now easier to install. This “Split Release on Demand” feature (thin cord embedded below the rubberized asphalt) allows splitting the release paper in half. Installation in detailed areas, such as chimneys and valleys, is quicker and easier. Grace Select is appropriate for use in wind driven rain appli- cations and for ice dams where code based standards of protection are sufficient. Grace Ultra is appropriate for applications where the membrane must withstand high in-service tem- peratures for extended periods of time and is suitable for applications in hot desert south- western U.S. climates or any application where superior heat resistance is a requirement. COMPOSITION & MATERIALS Grace Ice & Water Shield and Grace Select are cold applied, self-adhering membranes composed of a high strength polyethylene film coated on one side with a layer of rubberized asphalt adhesive and interwound with a dis- posable release sheet. An embossed, slip resis- tant surface is provided on the polyethylene. Grace Ultra is a cold applied, self-adhering membrane composed of a high strength polyethylene film coated on one side with a layer of butyl rubber adhesive and inter- wound with a disposable release sheet. An embossed, slip resistant surface is provided on the polyethylene. PRECAUTIONS AND LIMITATIONS • Slippery when wet or covered by frost. • Consistent with good roofing practice, always wear fall protection when working on a roof deck. • Release liners are slippery. Remove from work area immediately after membrane application. • Do not leave permanently exposed to sun- light. Maximum recommended exposure of Grace Select is 30 days, Grace Ice & Water Shield is 30 days and Grace Ultra is 60 days. • Do not fold over the roof edge unless the edge is protected by a drip edge, gutter or other flashing material. • Do not install on the chamfered edges of wood plank. • Do not install directly on old roof coverings. • Do not install Grace Select or Grace Ice & Water Shield in the desert Southwest. Use Grace Ultra in this climate. Check with your Grace representative. • Grace Ice & Water Shield and Grace Ultra can be used for high altitude/alpine regions. • Check with the manufacturer of the metal roofing system for any special requirements when used under metal roofing. Do not install directly under roof coverings especial- ly sensitive to corrosion, such as zinc, without providing proper ventilation. • Do not install Grace Select or Grace Ice & Water Shield under copper, Cor-Tenª or zinc metal roofing in high altitude climates. These roofs can reach extremely high temperatures due to the low reflectivity, high absorption and high conductivity of the metals. Use Grace Ultra for these roof types in this cli- mate. Check with your Grace representative. • Provide proper roof insulation and ventila- tion to help reduce ice dams and to mini- mize condensation. Grace underlayments are air and vapor barriers. • Repair holes, fishmouths, tears, and damage to membrane with a round patch of mem- brane extending past the damaged area 6" (150 mm) in all directions. If fasteners are removed leaving holes in the membrane, it must be patched. The membrane may not self-seal open fastener penetrations. • Do not install fasteners through the mem- brane over unsupported areas of the struc- tural deck, such as over the joints between adjacent structural panels. • Due to its slight asphaltic odor, do not apply where the membrane is exposed to interior living space. • Not compatible with polysulphides, flexible PVC or high concentrations of resin (pitch). • Only Grace Ultra is compatible with EPDMs. Also appropriate for use in tie-ins in EPDM with other Grace underlayments. 4. Technical Data APPLICABLE STANDARDS ASTM International • ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Elastomers in Tension • ASTM D461 Standard Test Methods for Felt • ASTM D903 Standard Test Method for Peel or Stripping of Adhesive Bonds • ASTM D1970 Standard Specification for Self- Adhering Polymer-Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection • ASTM D3767 Standard Practice for Rubber- Measurement of Dimensions • ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials • ASTM E108 Standard Test Methods for Fire Tests of Roof Coverings APPROVALS GIWS meets or exceeds all key code perfor- mance requirements for self-adhered underlay- ments. LA City Department of Safety Report No. RR- 25330, GIWS International Conference of Building Officials (ICBO ES) - Report No. 3997; Grace Ice & Water Shield, Grace Select, Grace Ultra Southern Building Code Congress International, Inc. (SBCCI PST and ESI) – Report No. 941338; Grace Ice & Water Shield Building Officials and Code Administrators International Inc. (BOCA ES) - Report No. 94-33; Grace Ice & Water Shield Miami Dade County Code NOA 99-1108.05; Grace Ice & Water Shield Canadian Construction Materials Centre (CCMC) - Report No. 12693-R; Grace Ice & Water Shield SHINGLES, ROOF TILES & ROOF COVERINGS 07300 Grace Construction Products®SPEC-DATAªand MANU-SPECªare registered trademarks of Reed Elsevier Inc. The ten part SPEC-DATA format conforms to the editorial style of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©2006 Reed Construction Data. All Rights Reserved. SPEC-DATAªand MANU-SPECªare registered trademarks of Reed Elsevier Inc. The ten part SPEC-DATA format conforms to the editorial style of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©2006 Reed Construction Data. All Rights Reserved. U.S. Department of Housing & Urban Development (HUD) – Materials Release 1056e; Grace Ice & Water Shield PHYSICAL PROPERTIES Grace underlayments meet the physical properties and performance characteristics indicated in Table 1. FIRE RATING Underwriters Laboratories Inc. (UL) • ASTM E108/UL 790 Class A fire classification under asphalt, glass fiber mat shingles and Class C under organic felt shingles for Grace Ice & Water Shield, Grace Select and Grace Ultra • UL Classified Sheathing Material Fire Resistance Classification Design Numbers P225, P227, P230, P237, P259, P508, P510, P512, P514, P701, P711, P717, P722, P723, P732, P734, P736, P742, P803, P814, P818 and P824 for Grace Ice & Water Shield and Grace Ultra 5. Installation SURFACE PREPARATION Install Grace underlayments directly on a clean, dry, continuous structural deck. Some suitable deck materials are plywood, wood composition, wood plank, metal, concrete, or gypsum sheathing. For all other sheathings, contact a local Grace representative. Remove dust, dirt, loose nails and old roof- ing materials. Protrusions from the deck area must be removed. Decks shall have no voids, damaged or unsupported areas. Repair deck areas before installing the membrane. Prime concrete, masonry surfaces and Dens- Glass Goldª with Perm-A-Barrierª WB Primer if adhesion is found to be marginal. Apply at a rate of 250 - 350 ft2/gal (6 - 8 m2/L). Priming is not required for other suitable surfaces provided that they are clean and dry. MEMBRANE INSTALLATION Apply Grace underlayments only in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees F (5 degrees C) or higher. Apply roof covering material at temper- atures of 40 degrees F (5 degrees C) or higher. Cut the membrane into 10' - 15' (3 - 5 m) lengths and reroll loosely. Peel back 1' - 2' (300 - 600 mm) of release liner, align the membrane, and continue to peel the release liner from the membrane. Press the membrane in place with heavy hand pressure. Side laps must be a min- imum of 3 1/2" (90 mm), and end laps must be a minimum of 6" (150 mm). For valley and ridge application, peel the release liner, center the sheet over the valley or ridge, drape, and press in place. Use RIPCORDª to split the release paper for faster and easier installation in these detail areas. Work from the center of the val- ley or ridge outward in each direction and start at the low point and work up the roof. Alternatively, starting with a full roll of mem- brane, unroll a 3' - 6' (1 - 2 m) “starter strip,” leav- ing the release liner in place. Align the mem- brane and roll in the intended direction of membrane application. Carefully cut the release liner on top of the full roll in the cross direction being careful not to cut the mem- brane. Peel back about 6" (150 mm) of the release liner in the opposite direction of the intended membrane application exposing the black adhesive. Hold the release liner with one hand and pull the roll along the deck with the release liner, leaving the starter strip behind. Use the other hand to apply pressure on the top of the roll. Stop frequently to press the membrane in place with heavy hand pressure. When fin- ished with the roll, go back to the beginning, reroll it, and pull the remaining release paper from the material, finishing the installation. Consistent with good roofing practice, install the membrane so that all laps shed water. Always work from the low point to the high point of the roof. Apply the membrane in valleys before the membrane is applied to the eaves. Following placement along the eaves, continue application of the mem- brane up the roof. The membrane may be installed either vertically or horizontally. Use smooth shank, electroplated galva- nized nails for fastening shingles. Hand nailing will provide a better seal than power activat- ed nailing. If nailing of the membrane is nec- essary on steep slopes during hot weather, backnail and cover the nails by overlapping with the next sheet. Extend the membrane on the roof deck above the highest expected level of water back-up from ice dams and above the highest expected level of snow and ice on the wall sheathing on vertical side walls (dormers) and vertical front walls for ice dam protection. Consider a double layer of membrane in criti- cal areas, such as along the eaves or in valleys, in climates where severe ice dams are antici- SHINGLES, ROOF TILES & ROOF COVERINGS 07300 Grace Construction Products®TABLE 1 PHYSICAL PROPERTIES OF GRACE UNDERLAYMENTS Property & test method Grace Ice & Water Grace Select Grace UltraShield Color Gray-Black Gray-Black Gray-Black Thickness membrane, ASTM D3767,40 mil (1.02 mm) 25 mil (0.64 mm) 30 mil (0.76 mm)Method A Tensile strength, membrane ASTM D412 250 psi (1720 kPa) 250 psi (1720 kPa) 250 psi (1720 kPa)(Die C Modified) Elongation, membrane ASTM D412 250% 250% 250%(Die C Modified) Low temperature flexibility, ASTM D1970 Unaffected at - Unaffected at -20°F (-29°C) -20°F (-29°C) Adhesion to plywood, ASTM D903 3 lb/in width 3 lb/in width 3 lb/in width (525 N/m) (525 N/m) (525 N/m) Permeance (max), ASTM E96 0.05 perms max 0.05 perms max (2.9 ng/(Pa × s × m²)) (2.9 ng/(Pa × s × m²)) Material weight installed (max), ASTM D461 0.3 lb/ft² max 0.14 lb/ft² max 0.22 lb/ft² max (1.3 kg/m²) (0.7 kg/m²) (1.1 kg/m²) SPEC-DATAªand MANU-SPECªare registered trademarks of Reed Elsevier Inc. The ten part SPEC-DATA format conforms to the editorial style of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©2006 Reed Construction Data. All Rights Reserved. pated. Apply the membrane to the entire roof deck for wind driven rain protection. Apply a new layer of Grace underlayment directly over the old Grace underlayment in retrofit applica- tions following the standard membrane appli- cation procedure. Place metal drip edges or wood starter shingles over the membrane. 6. Availability & Cost AVAILABILITY Strategically located warehouses and dealers stock Grace underlayments throughout North America. COST Grace underlayments are competitively priced. For specific information, contact a Grace representative. 7. Warranty Grace underlayments are warranted to be free of defects in manufacture. 8. Maintenance When installed in accordance with manufac- turer’s recommendations, Grace underlay- ments will not require maintenance. 9. Technical Services Support is provided by full-time technically trained Grace representatives and technical service personnel, and backed by a central research and development staff. For technical assistance, call toll free (866) 333-3SBM (3726). 10. Filing Systems • Reed First Source • Additional product information is available from the manufacturer. SHINGLES, ROOF TILES & ROOF COVERINGS 07300 Grace Construction Products® SHINGLES, ROOF TILES & ROOF COVERINGS 07300 Grace Construction Products®SPEC-DATAªand MANU-SPECªare registered trademarks of Reed Elsevier Inc. The ten part SPEC-DATA format conforms to the editorial style of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©2006 Reed Construction Data. All Rights Reserved. W. R. Grace & Co. -Conn. hopes the information here will be helpful. It is based upon data and knowledge considered to be true and accurate and is offered for the users’ consideration, investigation and verification, but we do not warrant the results to be obtained. Please read all statements, recommendations or suggestions in con- junction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright. W. R. Grace & Co. -Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, W. R. Grace & Co. Canada, Ltd., 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6. Grace Ice & Water Shield, Perm-A-Barrier and RIPCORD are regis- tered trademarks of W. R. Grace & Co. -Conn. Cor-Ten is a registered trademark assigned to USX Corporation. DensGlass Gold is a registered trademark of Georgia Pacific Corporation. Copyright 2004 W. R. Grace & Co. -Conn. UL-048H Printed in the U.S.A. 12/04 AFS/LI/5M Page 1/7Safety Data Sheet Printing date 12/21/2016 Reviewed on 12/21/2016Version Number 1.0 43.2.6 * 1 Identification Product identifier Trade name:Grace Ice and Water Shield SDS ID Number:2766 Relevant identified uses of the substance or mixture, and uses advised against Waterproofing.Specialty construction product. Not intended for other uses Details of the supplier of the safety data sheet Manufacturer/Supplier:GCP Applied Technologies62 Whittemore AvenueCambridge, MA 02140 USA GCP Canada, Inc. 294 Clements Road W.Ajax, Ontario L1S 3C6 Canada Information department: Environmental Health & SafetyUSA: +1-617-876-1400 (24 hours) +1-800-354-5414 (8AM - 5PM) Not functional within Massachusetts CAN: 1-905-683-8561 (24 hours)Email address: msds.gcp@gcpat.com Transport Emergency:Chemtrec +1-800-424-9300 (24 hours) * 2 Hazard(s) identification Classification of the substance or mixture The product is not classified according to the Globally Harmonized System (GHS).Additional information:SDS's are not required for finished articles. nevertheless, the following information is provided to assist with safe use. Label elements: Hazard pictograms Not applicable. Not applicable. Hazard statements Not applicable.NFPA ratings (scale 0 - 4) 1 0 0 Health = 1Fire = 0Reactivity = 0 HMIS-ratings (scale 0 - 4) HEALTH FIRE REACTIVITY 1 0 0 Health = 1Flammability = 0Reactivity = 0 Other hazards Contact with residue from adhesive may cause eye and skin irritation. Results of PBT and vPvB assessment PBT:Not applicable.(Cont. on page 2) USGHS Page 2/7Safety Data Sheet Printing date 12/21/2016 Reviewed on 12/21/2016Version Number 1.0 Trade name:Grace Ice and Water Shield (Cont. from page 1) 43.2.6 vPvB:Not applicable. * 3 Composition/information on ingredients Chemical characterization: Mixture Hazardous components:Not applicable. Additional information:Non-hazardous ingredients may be listed in Section 15; Right-To-Know disclosure. * 4 First-aid measures Description of first aid measures General information:Get medical advice/attention if you feel unwell. After inhalation:No special measures required. After skin contact:If skin irritation occurs, consult a doctor. After eye contact: Rinse cautiously with water for several minutes. If symptoms persist, consult a physician. After swallowing: Rinse mouth. Do NOT induce vomiting. Information for doctor: Most important symptoms and effects, both acute and delayed No further relevant information available. Indication of any immediate medical attention and special treatment needed No further relevant information available. 5 Fire-fighting measures Special hazards arising from the substance or mixture No further relevant information available. Additional information Collect contaminated fire fighting water separately. It must not enter the sewage system. * 6 Accidental release measures Personal precautions, protective equipment and emergency procedures Wear protective equipment. Keep unprotected persons away. Methods and material for containment and cleaning up:Pick up mechanically. Reference to other sections See Section 7 for information on safe handling. See Section 8 for information on personal protection equipment. See Section 13 for disposal information. * 7 Handling and storage Handling: Precautions for safe handling Avoid eye and skin contact with residue from adhesive. (Cont. on page 3) USGHS Page 3/7Safety Data Sheet Printing date 12/21/2016 Reviewed on 12/21/2016Version Number 1.0 Trade name:Grace Ice and Water Shield (Cont. from page 2) 43.2.6 Wash thoroughly after handling. Wash skin after handling. Release liners are slippery. Remove from work area immediately after membrane application. Membrane is slippery when wet or covered with frost. Release liners may cause slip and trip hazards. Do not eat, drink or smoke when using this product. For professional use only. Keep out of children's reach. Information about protection against explosions and fires: Removal of release liner may generate a static electrical discharge (spark). Conditions for safe storage, including any incompatibilities Storage: Information about storage in one common storage facility:No special measures required. Further information about storage conditions:Keep receptacle tightly sealed. Specific end use(s)No further relevant information available. * 8 Exposure controls/personal protection Additional information about design of technical systems:No further data; see item 7. Control parameters Components with limit values that require monitoring at the workplace: The product does not contain any relevant quantities of materials with critical values that have to be monitored at the workplace. Additional information:The lists that were valid during the creation were used as basis. Exposure controls Personal protective equipment: General protective and hygienic measures: Avoid contact with the eyes and skin. The usual precautionary measures for handling chemicals should be followed. Breathing equipment: Control exposure to ingredients with workplace control parameters if mentioned above. If no ingredients are listed, respiratory protection is generally not required. If exposure limits are listed and may be exceeded, use approved respiratory protective equipment and filter type appropriate forthe listed ingredients. (NIOSH, CEN, etc.). Protection of hands:Gloves should be worn to prevent skin contact and should be impermeable and resistant to the product. Material of gloves Gloves should be worn to prevent skin contact and should be impermeable and resistant to the product. Eye protection: Safety glasses with side shield protection. Body protection:Use personal protective equipment as required. USGHS (Cont. on page 4) Page 4/7Safety Data Sheet Printing date 12/21/2016 Reviewed on 12/21/2016Version Number 1.0 Trade name:Grace Ice and Water Shield (Cont. from page 3) 43.2.6 * 9 Physical and chemical properties Information on basic physical and chemical properties General InformationAppearance:Form:SolidColor:According to product specification Odor:Characteristic Odor threshold:Not determined. pH-value (~):Not applicable. Change in conditionMelting point/Melting range:Undetermined. Boiling point/Boiling range:Undetermined. Flash point:Not applicable. Flammability (solid, gaseous):Product is not flammable. Decomposition temperature:Not determined.Auto igniting:Not determined. Danger of explosion:Product does not present an explosion hazard. Explosion limits:Lower:Not determined.Upper:Not determined.VOC Content (max):Not determined. Vapor pressure:Not applicable. Density: (~)1.1 LBS/CF Relative density Not determined.Vapor density Not applicable.Evaporation rate Not applicable. Solubility in / Miscibility withWater:Not miscible or difficult to mix. Partition coefficient (n-octanol/water):Not determined. Viscosity:Dynamic:Not applicable. Kinematic:Not applicable. Molecular weight Not applicable. Other information No further relevant information available. * 10 Stability and reactivity Reactivity Stable under normal conditions. Chemical stability Thermal decomposition:No decomposition if used according to specifications. Possibility of hazardous reactions No dangerous reactions known. Conditions to avoid No further relevant information available. Incompatible materials:No further relevant information available. Hazardous decomposition products:Carbon monoxide and carbon dioxide Additional information:See section 7 for information on handling, storage and conditions to be avoided. USGHS (Cont. on page 5) Page 5/7Safety Data Sheet Printing date 12/21/2016 Reviewed on 12/21/2016Version Number 1.0 Trade name:Grace Ice and Water Shield (Cont. from page 4) 43.2.6 * 11 Toxicological information Information on toxicological effects Acute toxicity: Primary irritant effect: on the skin:No irritating effect expected on the eye:No irritating effect expected inhalation:No irritating effect expected Additional toxicological information: Carcinogenic categories IARC (International Agency for Research on Cancer) Human Carcinogenicity:Group 1- Positive, Group 2A- Probable, Group 2B- Possible, Group 3- Not Classifiable None of the ingredients is listed. NTP (National Toxicology Program)K–Known to be carcinogenic, R–May reasonably be anticipated to be carcinogenic None of the ingredients is listed. OSHA-Ca (Occupational Safety & Health Administration) None of the ingredients is listed. 12 Ecological information Toxicity Aquatic toxicity:No further relevant information available. Persistence and degradability No further relevant information available. Behavior in environmental systems: Bioaccumulative potential No further relevant information available. Mobility in soil No further relevant information available. Additional ecological information: General notes:Not known to be hazardous to water. Results of PBT and vPvB assessment PBT:Not applicable. vPvB:Not applicable. Other adverse effects No further relevant information available. * 13 Disposal considerations Waste treatment methods Comply with Federal, State and local regulations. Recommendation: *4+37 Must not be disposed of together with household garbage. Do not allow product to reach sewage system. (Cont. on page 6) USGHS Page 6/7Safety Data Sheet Printing date 12/21/2016 Reviewed on 12/21/2016Version Number 1.0 Trade name:Grace Ice and Water Shield (Cont. from page 5) 43.2.6 Uncleaned packagings: Recommendation:Disposal must be made according to official regulations. * 14 Transport information UN-NumberDOT, IMDG, IATA Not applicable. UN proper shipping nameDOT, IMDG, IATA Not applicable. Transport hazard class(es) DOT, IMDG, IATAClass Not applicable. Packing groupDOT, IMDG, IATA Not applicable. Environmental hazards:Marine pollutant:No Special precautions for user Not applicable. Transport/Additional information:Not classified as a dangerous good for transport by road, rail or air. DOTRemarks:Not Regulated. UN "Model Regulation":Not applicable. * 15 Regulatory information SARA (Superfund Amendments and Reauthorization Act) Section 302/304 (extremely hazardous substances): None of the ingredients is listed. Section 313 Reportable Ingredients (Chemicals present below reporting threshold are exempt): None of the ingredients is listed. SARA Section 312/Tier I & II Hazard Categories:None North America Chemical Inventory Status TSCA (Toxic Substances Control Act - United States): All ingredients are listed or exempt from listing unless otherwise noted below. CEPA (Canadian DSL): All ingredients are listed or exempt from listing unless otherwise noted below. California Proposition 65 Chemicals known to cause cancer: Extracts (petroleum), heavy paraffinic distillate solvent Polycyclic Aromatic Hydrocarbons Chemicals known to cause reproductive toxicity for females: None of the ingredients is listed. Chemicals known to cause reproductive toxicity for males: None of the ingredients is listed. Chemicals known to cause developmental toxicity: None of the ingredients is listed. (Cont. on page 7) USGHS Page 7/7Safety Data Sheet Printing date 12/21/2016 Reviewed on 12/21/2016Version Number 1.0 Trade name:Grace Ice and Water Shield (Cont. from page 6) 43.2.6 Carcinogenicity Categories EPA (Environmental Protection Agency) None of the ingredients is listed. TLV-ACGIH (THE American Conference of Governmental Industrial Hygienists)Human Carcinogen - A1 Confirmed, A2 Suspected, A3 Unknown Relevance, A4 Not Classifiable None of the ingredients is listed. NIOSH-Cancer (National Institute for Occupational Safety and Health) None of the ingredients is listed. Volatile Organic Compounds (VOC) reported per the Emission Standards.If no g/L value is provided this product is not subject to above standard. * 16 Other information The data included herein are presented in accordance with various environment, health and safety regulations. It is the responsibility of a recipient of the data to remain currently informed on chemical hazard information, to design and update its own program and to comply with all national, federal, state and local laws and regulations applicable to safety, occupational health,right-to-know and environmental protection. Department issuing SDS: GCP Applied Technologies 62 Whittemore AvenueCambridge, MA 02140 USAUSA: +1-617-876-1400 (24 hours) +1-800-354-5414 Date of preparation / last revision 12/21/2016 / - The first date of preparation 12/21/2016 Number of revision times and the latest revision date 1.0 / 12/21/2016 USGHS Submittal Job # 2019-030R Date Sent:10/24/2019 Oxoboxo Lofts Date Due:10/31/2019 Rough Carpentry - 06100 Submittal Title Sheathing-1 Type 15/32" SE C/D Plywood 32/16 Exp 1 Intended Use Wall Sheathing & Headers Notes Contractor's Stamp Architect's Stamp Engineer's Stamp Shawnlee Construction, LLC. 74A Taunton St., Plainville, MA 02762. 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SVMIRXEXMSR SJ TPMIW XLEXEVIVIUYMVIHXSEGLMIZITERIPWSJXLI HIWMVIH RSQMREP XLMGORIWW ERH WXVIRKXL % QSVI VIGIRX HIZIPSTQIRX JSV [SSH WXVYGXYVEP TERIPW MW XLEX SJ TIVJSVQERGI FEWIH WXERHEVHW 7YGL WXERHEVHW WTIGMJ] TIVJSVQERGI PIZIPW VIUYMVIH JSV GSQ QSR IRH YWIW VEXLIV XLER QERYJEGXYV MRK EWTIGXW SJ GSRWXVYGXMSR 4IVJSVQERGI WXERHEVHWTIVQMXSVMIRXIHWXVERHFSEVH ERH TP][SSH XS FI VEXIH WMQMPEVP] JSV YWIW MR XLI GSRWXVYGXMSR QEVOIX %RSXLIV HMWXMRGXMSR FIX[IIR WXERHEVHW MW [LIXLIV XLI] EVI GSRWIRWYWFEWIH SV TVSTVMIXEV] 'SRWIRWYWFEWIH WXER HEVHW EVI HIZIPSTIH JSPPS[MRK E TVI WGVMFIH WIX SJ VYPIW XLEX TVSZMHI JSV MRTYX ERHSV VIZMI[ F] TISTPI SJ ZEV] MRK MRXIVIWXW JSPPS[MRK SRI SJ WIZIVEP VIGSKRM^IH TVSGIHYVIW 3XLIV WXER HEVHW EVI SJ E TVSTVMIXEV] REXYVI ERH QE]FIHIZIPSTIHF]EWMRKPIGSQTER] SV MRHYWXV] KVSYT 7SQIXMQIW TVSTVMI XEV] WXERHEVHW FIGSQI XLI JSVIVYRRIVW SJ GSRWIRWYW WXERHEVHW 8LMW [EW XLI GEWI [MXL %4%t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vWTIVJSVQERGIVEXIHTERIP WXERHEVH 7MHMRK JEGI KVEHI 7TIGMIW KVSYT RYQFIV ,9( VIGSKRMXMSR 4ERIP KVEHI 'EREHMER WXERHEVH 4ERIPQEVOz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t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iTVMQEVMP] WERHIHKVEHIWiMWFEWIHSRXLIWTIGMIW YWIH JSV JEGI ERH FEGO ZIRIIVW ;LIVI JEGI ERH FEGO ZIRIIVW EVI RSX JVSQ XLI WEQI WTIGMIW +VSYT XLI LMKLIV +VSYT RYQFIV XLI PS[IV WXVIRKXL WTIGMIW MW YWIH I\GITX JSV WERHIH TERIPW MRGL ? QQA XLMGO SV PIWW ERH (IGSVEXMZI TERIPW SJ ER] XLMGORIWW 8LIWI PEXXIV TER IPW EVI MHIRXMJMIH F] JEGI WTIGMIW FIGEYWI XLI] EVI GLSWIR TVMQEVMP] JSV ETTIEV ERGIERHYWIHMRETTPMGEXMSRW[LIVI WXVYGXYVEP MRXIKVMX] MW RSX GVMXMGEP 7ERHIH TERIPW KVIEXIV XLER MRGL ? QQA EVI MHIRXMJMIH F] JEGI WTIGMIW MJ ' SV ( KVEHI FEGOW EVI EX PIEWX MRGL ? QQA ERH EVI RS QSVI XLER SRI WTIGMIW KVSYT RYQFIV LMKLIV 7SQI WTIGMIW EVI YWIH [MHIP] MR TP][SSH QERYJEGXYVI SXLIVW VEVIP] 8LI WTIGMJMIV WLSYPH GLIGO PSGEP EZEMPEFMPMX] MJ E TEVXMGYPEV WTIGMIW MW HIWMVIH +VEHIW :IRIIV KVEHIW HIJMRI ZIRIIV ETTIEV ERGI MR XIVQW SJ REXYVEP YRVITEMVIH KVS[XL GLEVEGXIVMWXMGW ERH EPPS[EFPI RYQFIV ERH WM^I SJ VITEMVW XLEX QE] FI QEHI HYVMRK QERYJEGXYVI 7II 8EFPI 8LI LMKLIWX UYEPMX] GSQQSRP] EZEMPEFPI ZIRIIV KVEHI MW % 8LI QMRMQYQ KVEHI SJZIRIIVTIVQMXXIH MR)\XIVMSVTP][SSH MW 'KVEHI (KVEHI ZIRIIV MW YWIH MR TERIPW MRXIRHIH JSV MRXIVMSV YWI SV ETTPMGEXMSRW TVSXIGXIH JVSQ PSRKXIVQ I\TSWYVI XS [IEXLIV 4ERIP KVEHIW ;SSH WXVYGXYVEP TERIP KVEHIW EVI KIR IVEPP] MHIRXMJMIH MR XIVQW SJ XLI ZIRIIV KVEHIYWIHSRXLIJEGIERHFEGOSJ XLI TERIP IK %& &' IXG SV F] E REQI WYKKIWXMRK XLI TERIPt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qWM^MRKr XS QEOI XLI TERIP XLMGORIWW QSVI YRMJSVQ 4ERIPW VEXIH JSV WMRKPI JPSSV GSQFMREXMSR WYFJPSSVYRHIVPE]QIRX ETTPMGEXMSRW EVI YWYEPP] QERYJEGXYVIH [MXL XSRKYIERHKVSSZI 8 + IHKI TVSJMPIW ERH EVI GPEWWMJMIH F] WTER VEX MRKW 4ERIP WTER VEXMRKW MHIRXMJ] XLI QE\MQYQ VIGSQQIRHIH WYTTSVX WTEG MRKW JSV JPSSVW (IWMKR GETEGMXMIW TVS ZMHIHMREVISRXLIFEWMWSJWTER VEXMRKW 3XLIV XLMRRIV TERIPW MRXIRHIH JSV WITEVEXI YRHIVPE]QIRX ETTPMGEXMSRW 9RHIVPE]QIRX SV '' 4PYKKIH EVI MHIRXMJMIH [MXL E WTIGMIW +VSYT RYQFIV FYXRSWTERVEXMRK 7ERHIH 4P][SSH TERIPW [MXL &KVEHI SV FIXXIV ZIRIIV JEGIW EVI EP[E]W WERHIH WQSSXL MR QERYJEGXYVI XS JYPJMPP XLI VIUYMVI QIRXWSJXLIMVMRXIRHIHIRHYWIi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i )\XIVMSV )\TSWYVI ERH -RXIVMSV 8LI FSRH GPEWWMJMGEXMSR VIPEXIW XS EHLIWMZI FSRH ERH XLYW XS WXVYGXYVEP MRXIKVMX] SJ XLI TERIP &] JEV XLI TVIHSQMRERX FSRH GPEWWMJMGEXMSRW EVI )\TSWYVI ERH )\XIVMSV 8LIVIJSVI HIWMKR GETEGMXMIW TVSZMHIH LIVIMR EVI SR XLEX FEWMW &SRH GPEWWMJMGEXMSR VIPEXIW XS QSMWXYVI VIWMWXERGI SJ XLI KPYI FSRH ERH HSIW RSX VIPEXI XS JYRKEP HIGE] VIWMWXERGI SJ XLI TERIP *YRKEP HIGE] SJ [SSH TVSH YGXW QE] SGGYV [LIR XLI QSMWXYVI GSR XIRX I\GIIHW ETTVS\MQEXIP] TIVGIRX JSV ER I\XIRHIH TIVMSH 4VIZIRXMSR SJ JYRKEP HIGE] MW E JYRGXMSR SJ TVSTIV HIWMKR XS TVIZIRX TVSPSRKIH I\TSWYVI XS QSMWXYVI SJ QEXIVMEP WTIGMJMGEXMSR SJ GSRWXVYGXMSR ERH SJ QEMRXIRERGI SJ XLI WXVYGXYVI SV QE] FI EGGSQTPMWLIH F] TVIWWYVI TVIWIVZEXMZI XVIEXQIRX 7II %4% PMXIVEXYVI VIKEVHMRK HIGE] ERH QSMWXYVI I\TSWYVI %IWXLIXMG RSRWXVYGXYVEP EXXVMFYXIW SJ TERIPW QE] FI GSQTVSQMWIH XS WSQI HIKVII F] I\TSWYVI XS [IEXLIV 4ERIP WYVJEGIW QE] FIGSQI YRIZIR ERH MVVIKYPEV YRHIV TVSPSRKIH QSMWXYVI I\TSWYVI 4ERIPW WLSYPH FI EPPS[IH XS HV] ERH TERIP NSMRXW ERH WYVJEGIW QE] RIIH XS FI WERHIH FIJSVI ETTP]MRK WSQI JMRMWL QEXIVMEPW )\XIVMSV % FSRH GPEWWMJMGEXMSR JSV TP][SSH WYMX EFPI JSV VITIEXIH [IXXMRK ERH VIHV]MRK SV PSRKXIVQ I\TSWYVI XS [IEXLIV SV SXLIV GSRHMXMSRW SJ WMQMPEV WIZIVMX] )\TSWYVI % FSRH GPEWWMJMGEXMSR JSV TERIPW WYMX EFPI JSV YWIW RSX TIVQERIRXP] I\TSWIH XS XLI [IEXLIV 4ERIPW GPEWWMJMIH EW )\TSWYVI EVI MRXIRHIH XS VIWMWX XLI IJJIGXW SJ QSMWXYVI HYI XS GSRWXVYGXMSR HIPE]W SV SXLIV GSRHMXMSRW SJ WMQMPEV WIZIVMX] )\TSWYVI TERIPW EVI QEHI [MXL XLI WEQI X]TIW SJ EHLIWMZIW YWIH MR )\XIVMSV TERIPW ,S[IZIV FIGEYWI SXLIV GSQTSWMXMSREP JEGXSVW QE] EJJIGX FSRH TIVJSVQERGI SRP] )\XIVMSV TER IPWWLSYPHFIYWIHJSVPSRKXIVQI\TS WYVI XS XLI [IEXLIV )\TSWYVI TERIPW QE] LS[IZIV FI YWIH [LIVI I\TS WYVI XS XLI SYXHSSVW MW SR XLI YRHIV WMHI SRP] WYGL EW EX VSSJ SZIVLERKW %TTIEVERGI GLEVEGXIVMWXMGW SJ XLI TERIP KVEHI WLSYPH EPWS FI GSRWMHIVIH '( )\TSWYVI TP][SSH WSQIXMQIW GEPPIHq'(<rMRXLIXVEHIMWSGGEWMSREPP] QMWXEOIR EW ER )\XIVMSV TERIP ERH IVVS RISYWP] YWIH MR ETTPMGEXMSRW JSV [LMGL MX HSIW RSX TSWWIWW XLI VIUYMVIH VIWMWXERGI XS[IEXLIVq'(<r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qQMRMQYQrTERIP [MXL VIKEVH XS EPP TVSTIVXMIW QSWX TERIP GLEVEGXIVMWXMGW EGXYEPP] I\GIIH VIUYMVIQIRXW SJ XLI WXERHEVHW 6IKEVHPIWW SJ ER] MRGVIEWI MR EPPS[ EFPI PSEH FEWIH SR GEPGYPEXMSRW EP[E]W SFWIVZI XLI QE\MQYQ VIGSQQIRHIH WTER IK WTER VEXMRK 1E\MQYQ WTER MW IWXEFPMWLIH F] XIWX ERH MW SJXIR GSRXVSPPIH F] GSRGIRXVEXIH PSEH GSRWMHIVEXMSRW 1)',%2-'%0 4634)68-)7 ;SSH WXVYGXYVEP TERIPW GER X]TMGEPP] FI MRGSVTSVEXIH MRXS GSRWXVYGXMSR TVSN IGXW [MXLSYX XLI RIIH JSV IRKMRIIVMRK HIWMKR SJ XLI TERIPW XLIQWIPZIW 8LI] PIRH XLIQWIPZIW XS XEFYPEV ERH HIWGVMT XMZI TVIWIRXEXMSR SJ HIWMKR VIGSQQIR HEXMSRW ERH TVSZMWMSRW 3GGEWMSREPP] LS[IZIV XLIVI MW E RIIH XS IRKMRIIV TERIP ETTPMGEXMSRW XLEX GEPP JSV TERIP TVSTIVXMIW SV GETEGMXMIW SV MX QE] FI RIGIWWEV] XS IZEPYEXI WTIGMJMG TERIP GSRWXVYGXMSRW XLEX ]MIPH WYTIVMSV QIGLERMGEP TVSTIVXMIW GSQTEVIH XS XLSWI XLEX EVI XLI FEWMW JSV KIRIVEP YWI VIGSQQIRHEXMSRW 7XVIRKXL E\MW % JIEXYVI SJ QSWX [SSH WXVYGXYVEP TERIPX]TIWTVMQEVMP]TP][SSHERH 37& MW XLEX XLIVI MW E WXVIRKXL E\MW EWWSGMEXIH [MXL XLIMV QERYJEGXYVI 8LI PE]IVIHGSRWXVYGXMSRSJFSXLTVSHYGXW MR[LMGLPE]IVWEVISVMIRXIHHIKVIIW JVSQ SRI ERSXLIV GVIEXIW HMWWMQMPEV TVSTIVXMIW MR XLI X[S TVMRGMTEP HMVIG XMSRW 8LMW MW MPPYWXVEXIH MR *MKYVI 8LI SVMIRXEXMSR SJ XLI JEGI ERH FEGO PE]IV HIXIVQMRIW XLI HMVIGXMSR SJ XLI WXVIRKXL E\MW 8LI TERIP WXVIRKXL E\MW MW X]TMGEPP] MR XLI PSRK TERIP HMVIGXMSR XLEX MW XLI TERIP MW X]TMGEPP] WXVSRKIV ERH WXMJJIV EPSRK XLI TERIP PIRKXL XLER EGVSWW XLI TERIP[MHXL7TIGMJMGEXMSRSJTERIPSVM IRXEXMSRXLIRGERFIWXEXIHEWqWXVIRKXL E\MW MW TIVTIRHMGYPEV SV TEVEPPIP XS WYT TSVXWrSVWSQIXMQIWqWXVIWWMWTEVEPPIP SVTIVTIRHMGYPEV XSXLIWXVIRKXLE\MWr -RXLIGEWISJTP][SSHSVGSQTSWMXI TERIPW XLI WXVIRKXL E\MW MW WSQIXMQIW VIJIVVIH XS EW XLI JEGI KVEMR HMVIGXMSR 4ERIP GSRWXVYGXMSR 4P][SSH QMPPW QE] YWI HMJJIVIRX PE]YTW JSV XLI WEQI TERIP XLMGORIWW ERH WTER VEXMRK XS QEOI STXMQYQ YWI SJ XLIMV VE[ QEXIVMEP VIWSYVGIW (IWMKR GEP GYPEXMSRW QYWX XEOI MRXS EGGSYRX XLI HMVIGXMSR MR [LMGL XLI WXVIWWIW [MPP FI MQTSWIH MR XLI TERIP -J WXVIWWIW GER FI I\TIGXIH MR FSXL HMVIGXMSRW XLIR FSXL XLI TEVEPPIP ERH TIVTIRHMGYPEV HMVIGXMSRW WLSYPH FI GLIGOIH *SV XLMW VIEWSR XEFYPEXIH GETEGMXMIW EVI KMZIR JSV FSXL HMVIGXMSRW 'ETEGMXMIW TEVEPPIP XS XLI JEGI KVEMR SJ TP][SSH EVI FEWIH SR E TERIP GSRWXVYG XMSR XLEX KMZIW QMRMQYQ ZEPYIW MR XLEX HMVIGXMSR 7II *MKYVI 'ETEGMXMIW TIVTIRHMGYPEV XS XLI JEGI KVEMR EVI YWY EPP] FEWIH SR E HMJJIVIRX TERIP GSR WXVYGXMSR XLEX KMZIW QMRMQYQ ZEPYIW MR XLEX HMVIGXMSR &SXL ZEPYIW XLIVIJSVI EVI GSRWIVZEXMZI 'ETEGMXMIW KMZIR JSV XLI X[S HMVIGXMSRW EVI RSX RIGIWWEVMP] JSV XLI WEQI TERIP GSRWXVYGXMSR 7MQMPEV PE]IVW SGGYV EPWS MR 37& QERY JEGXYVI ,S[IZIV XLI PE]IVW EVI RSX HIJMRIH ERH XLIVIJSVI GERRSX FI WTIGM JMIH *SV XLMW VIEWSR TP]PE]IV STXMSRW EVI RSX XEFYPEXIH JSV 37& %4%8LI)RKMRIIVIH ;SSH %WWSGMEXMSR 7XVIRKXL %\MW (MVIGXMSR (MVIGXMSR SJ 4VMRGMTEP 7XVIWW % & *-+96) 8=4-'%0 ;33( 7869'896%0 4%2)0 ;-8, 786)2+8, %<-7 (-6)'8-32 4)64)2(-'90%6 83 36 %'6377 79443687 % %2( 4%6%00)0 83 79443687 & 238) 8,) 78%2(%6( \ 7->) 786)2+8, %<-7 (-6)'8-32 %2( 6)46)7)28%8-:) 4368-32 3* 4%2)0 97)( -2 '%0'90%8-32 3* '%4%'-8-)7 *36 786)77 4%6%00)0 % 36 4)64)2(-'90%6 & 83 8,) 786)2+8, %<-7 %4% 8LI)RKMRIIVIH ;SSH%WWSGMEXMSR +VEMR (MVIGXMSR SJ :IRIIVW PE]IV TP] PE]IV TP] PE]IV TP] PE]IV TP] *-+96) 8=4-'%0 8,6)) %2( *-:)0%=)6 40=;33( '327869'8-32 ;-8, 4%6%00)00%1-2%8)( '6377 &%2(7 -2 8,) %2( 40= 4%2)07 4VSTIVXMIW ERH WXVIWWIW 4P][SSH TVSTIVXMIW LEZI XVEHMXMSREPP] FIIR WITEVEXIP] XEFYPEXIH EW WIGXMSR TVSTIVXMIW ERH HIWMKR WXVIWWIW 8LIWI EVI SJ GSYVWI QYPXMTPMIH XSKIXLIV XS SFXEMR E GETEGMX] -R QER] GEWIW XLI VIWYPXMRK GETEGMX] [MPP FI UYMXI GSRWIV ZEXMZI (IWMKR WXVIWWIW EVI GSRWIVZE XMZIP] HIZIPSTIH XEOMRK MRXS EGGSYRX KVEHI JEGXSVW ERH QERYJEGXYVMRK JEG XSVW ERH XLIR XLI HEXE MW WXEXMWXMGEPP] EREP]^IH WYGL XLEX MX VITVIWIRXW XLI qPS[ IRHr SJ TSWWMFPI ZEPYIW 8LIWXVIWW MW XLIR JYVXLIV EHNYWXIH F] E PSEH JEGXSV SV EW WSQI GEPP MX E JEGXSV SJ WEJIX] %XXLIWEQIXMQIWIGXMSRTVSTIVXMIW EVI HIZIPSTIH JSV ZMVXYEPP] EPP TSWWMFPI PE]YT GSQFMREXMSRW SJ ZIRIIV XLMGORIWW ERH WTIGMIW 8LI PS[IWX TVSTIVX] ZEPYI JSV E KMZIR TERIP XLMGORIWW SV WTER VEX MRK MW XLIR GLSWIR JSV XEFYPEXMSR 8LI VIWYPXMRK GETEGMX] GSQFMRIW X[S EPVIEH] GSRWIVZEXMZI ZEPYIW -R XLI W XLMW TVSGIHYVI [EW PEVKIP] VITPEGIH F] HMVIGX TYFPMGEXMSR SJ TERIP GETEGMXMIW ,S[IZIV XLI WIGXMSR TVSTIVX] ERH HIWMKR WXVIWW XIGLRMUYI MW WXMPP YWIH SGGEWMSREPP] XS EREP]^I MRHMZMHYEP TP] [SSH PE]YT ZEVMEXMSRW 'ETEGMXMIW 4ERIP HIWMKR GETEGMXMIW PMWXIH MR 8EFPIW % ERH & EVI QMRMQYQ JSV KVEHI ERH WTER VEXMRK SV XLMGORIWW *SV 7XVYGXYVEP - TERIPW XLI XEFYPEXIH GETEGMXMIW WLEPP FI TIVQMXXIH XS FI QYP XMTPMIH F] XLI q7XVYGXYVEP - 1YPXMTPMIVr JEGXSVW KMZIR MR XLI FSXXSQ SJ IEGL TVSTIVX] XEFPI 7MRGI 8EFPI & KMZIW %4%8LI )RKMRIIVIH ;SSH%WWSGMEXMSR GETEGMXMIW JSV WERHIH TERIPW QEVOIH EW WTIGMIW +VSYT 8EFPI ' TVSZMHIW QYPXMTPMIVW JSV WERHIH TERIP GETEGMXMIW XLEX EVI MHIRXMJMIH EW WTIGMIW +VSYT SV 8LI XEFYPEXIH GETEGMXMIW EVI FEWIH SR HEXE JVSQ XIWXW SJ TERIPW FIEVMRK XLI %4% XVEHIQEVO 8S XEOI EHZERXEKI SJ XLIWI GETEGMXMIW ERH EHNYWXQIRXW XLI WTIGMJMIV QYWX MRWYVI XLEX XLI GSVVIGX TERIP MW YWIH MR XLI JMREP GSRWXVYGXMSR 4ERIP JPI\YVI JPEX TERIP FIRHMRK 4ERIP HIWMKR GETEGMXMIW VITSVXIH MR 8EFPIW%ERH&EVIFEWIHSRJPEX TERIP FIRHMRK EW QIEWYVIH F] XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH ' PEVKI TERIP XIWXMRK 7II*MKYVI 7XMJJRIWW )- 4ERIP FIRHMRK WXMJJRIWW MW XLI GETEGMX] XS VIWMWX HIJPIGXMSR ERH MW VITVIWIRXIH MR FIRHMRK IUYEXMSRW EW )- 8LI ) MW XLI QSHYPYW SJ IPEWXMGMX] SJ XLI QEXIVMEP ERH XLI - MW XLI QSQIRX SJ MRIVXME SJ XLI GVSWW WIGXMSR 9RMXW SJ )- EVI PFMR TIV JSSX SJ TERIP [MHXL 7XVIRKXL *F7 %PPS[EFPI FIRHMRK WXVIRKXL GETEGMX] MW XLI HIWMKR QE\MQYQ QSQIRX VIT VIWIRXIH MR FIRHMRK IUYEXMSRW EW *F7 8IVQW EVI XLI EPPS[EFPI I\XVIQI JMFIV WXVIWW SJ XLI QEXIVMEP *F ERHXLIWIG XMSR QSHYPYW 7 9RMXW SJ *F7EVIPFMR TIV JSSX SJ TERIP [MHXL 4ERIP E\MEP WXVIRKXL 8IRWMSR *X % %PPS[EFPI XIRWMSR GETEGMXMIW EVI VITSVXIH MR 8EFPIW % ERH & FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH & 8IRWMSR GETEGMX] MW KMZIR EW *X% [LIVI *X MW XLI EPPS[EFPI E\MEP XIRWMSR WXVIWW SJ XLI QEXIVMEP ERH % MW XLI EVIE SJ XLI GVSWW WIGXMSR 9RMXW SJ *X %EVIPFTIVJSSXSJ TERIP [MHXL 'SQTVIWWMSR *G% %PPS[EFPI GSQTVIWWMSR GETEGMXMIW EVI VITSVXIH MR 8EFPIW % ERH & FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH & 'SQTVIWWMSR GETEGMX] MW KMZIR EW *G% [LIVI *G MW XLI EPPS[EFPI E\MEP GSQTVIWWMSR WXVIWW SJ XLIQEXIVMEPERH%MWXLIEVIESJXLI GVSWW WIGXMSR 9RMXW SJ *G%EVIPFTIV JSSX SJ TERIP [MHXL %\MEP GSQTVIWWMSR WXVIRKXL MW MPPYWXVEXIH MR *MKYVI 4ERIP E\MEP WXMJJRIWW )% 4ERIP E\MEP WXMJJRIWW MW VITSVXIH MR 8EFPIW%ERH&FEWIHSRXIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH & %\MEP WXMJJRIWW MW XLI GETEGMX] XS VIWMWX E\MEP WXVEMR ERH MW VIT VIWIRXIH F] )% 8LI ) MW XLI E\MEP QSH YPYW SJ IPEWXMGMX] SJ XLI QEXIVMEP ERH % MW XLI EVIE SJ XLI GVSWW WIGXMSR 9RMXW SJ )% EVI PF TIV JSSX SJ TERIP [MHXL 7LIEV MR XLI TPERI SJ XLI TERIP *W?PF5A %PPS[EFPI WLIEV MR XLI TPERI SJ XLI TERIP SV MRXIVPEQMREV WLIEV WSQI XMQIWGEPPIHVSPPMRKWLIEVMRTP][SSH MW VITSVXIH MR 8EFPIW % ERH & FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 7LIEV WXVIRKXL MR XLI TPERI SJ XLI TERIP MW XLI GETEG MX] XS VIWMWX LSVM^SRXEP WLIEV FVIEOMRK PSEHW [LIR PSEHW EVI ETTPMIH SV HIZIP STIH SR STTSWMXI JEGIW SJ XLI TERIP EW XLI] EVI HYVMRK JPEX TERIP FIRHMRK 7II *MKYVI 8LI XIVQ *W MW XLI EPPS[EFPI QEXIVMEP WXVIWW [LMPI PF5 MW XLI TERIP GVSWW WIGXMSREP WLIEV GSRWXERX 9RMXW SJ *WPF5 EVI PF TIV JSSX SJ TERIP [MHXL 4ERIP WLIEV XLVSYKL XLI XLMGORIWW 4ERIP WLIEVXLVSYKLXLIXLMGORIWW GETEGMXMIW EVI VITSVXIH FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 7II*MKYVI 4ERIP WLIEV WXVIRKXL XLVSYKL XLI XLMGORIWW *ZXZ %PPS[EFPI WLIEV XLVSYKL XLI XLMGORIWW MW XLI GETEGMX] XS VIWMWX LSVM^SRXEP WLIEV FVIEOMRK PSEHW [LIR PSEHW EVI ETTPMIH SV HIZIPSTIH SR STTSWMXI IHKIW SJ XLI TERIP WYGL EW XLI] EVI MR ER -FIEQ ERHMWVITSVXIHMR8EFPIW%ERH&7II *MKYVI ;LIVI EHHMXMSREP WYTTSVX MW RSXTVSZMHIHXSTVIZIRXFYGOPMRKHIWMKR GETEGMXMIW MR 8EFPIW % ERH & EVI PMQMXIH XS WIGXMSRW JX SV PIWW MR HITXL (IITIV WIGXMSRW QE] VIUYMVI EHHMXMSREP VIHYGXMSRW 8LI XIVQ *Z MW XLI EPPS[EFPI WXVIWW SJ XLI QEXIVMEP [LMPI XZ MW XLI IJJIGXMZI TERIP XLMGORIWW JSV WLIEV 9RMXW SJ *ZXZ EVI PF TIV MRGL SJ WLIEVVIWMWXMRK TERIP PIRKXL *-+96) 7869'896%04%2)0-2&)2(-2+z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qRSVQEPHYVEXMSRSJPSEHr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i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qFIEQrEGXMSRVEXLIVXLERX[S[E] qTPEXIrEGXMSR8LIVIWYPXMRKPSEHWEVI EWWYQIHXSFIETTPMIHXSJYPPWM^IHTER IPW MR WXERHEVH WLIEXLMRKX]TI ETTPMGE XMSRW 0SEHW EVI JSV XLI TERIPW SRP] ERH MR RS [E] EGGSYRX JSV XLI HIWMKR SJ XLI JVEQMRK WYTTSVXW *YVXLIV GSRWMHIV EXMSR WLSYPH FI KMZIR XS GSRGIRXVEXIH PSEHW MR GSQTPMERGI [MXL PSGEP FYMPH MRK GSHIW ERH [MXL QE\MQYQ WTER VIG SQQIRHEXMSRW SJ %4%i8LI)RKMRIIVIH ;SSH %WWSGMEXMSR 9RMJSVQ PSEHW FEWIH SR FIRHMRK WXVIRKXL 8LI JSPPS[MRK JSVQYPEW WLEPP FI YWIH JSV GSQTYXMRK PSEHW FEWIH SR HIWMKR FIRHMRK WXVIRKXL GETEGMX] *F7 *SV E WMRKPI WTER [F ! *F7 *SV E X[SWTER GSRHMXMSR [F ! *F7 *SV E XLVIIWTER GSRHMXMSR [F ! *F7 ;LIVI [F !YRMJSVQPSEHFEWIHSRFIRHMRK WXVIRKXL TWJ *F7 ! HIWMKR FIRHMRK WXVIRKXL GETEGMX] PFMRJX ! WTER MR GIRXIVXSGIRXIV SJ WYTTSVXW 9RMJSVQ PSEHW FEWIH SR WLIEV WXVIRKXL 8LI JSPPS[MRK JSVQYPEW WLEPP FI YWIH JSV GSQTYXMRK PSEHW FEWIH SR HIWMKR WLIEV WXVIRKXL GETEGMX] *W?PF5A *SV E WMRKPI WTER [W ! *WPF5 *SV E X[SWTER GSRHMXMSR [W ! *WPF5 *SV E XLVIIWTER GSRHMXMSR [W ! *WPF5 ;LIVI [W !YRMJSVQPSEHFEWIHSRWLIEV WXVIRKXL TWJ *WPF5 !HIWMKRWLIEVWXVIRKXL GETEGMX] PFJX ! GPIEV WTER MR GIRXIVXSGIRXIV SJ WYTTSVXW QMRYW WYTTSVX [MHXL 9RMJSVQ PSEHW FEWIH SR HIJPIG XMSR VIUYMVIQIRXW 8LI JSPPS[MRK JSVQYPEW WLEPP FI YWIH JSV GSQTYXMRK HIJPIGXMSR YRHIV YRM JSVQ PSEH SV EPPS[EFPI PSEHW FEWIH SR HIJPIGXMSR VIUYMVIQIRXW *SV E WMRKPI WTER [ ! )- *SV E X[SWTER GSRHMXMSR [ ! )- *SV E XLVIIWTER GSRHMXMSR [ ! )- ;LIVI ! HIJPIGXMSR MR [ ! YRMJSVQ PSEH TWJ )- ! HIWMKR FIRHMRK WXMJJRIWW GETEGMX] PFMRJX !GPIEVWTER7;MR 7; ! WYTTSVX[MHXL JEGXSV IUYEP XS MRGL ? QQA JSV X[SMRGL RSQMREP ? QQA PYQFIV JVEQMRK ERH MRGL ? QQA JSV JSYVMRGLRSQM REP ? QQA PYQFIV JVEQMRK %4% 8LI)RKMRIIVIH ;SSH%WWSGMEXMSR 9RMJSVQ PSEH *SVYRMJSVQPSEHFEWIHSREHIJPIGXMSR VIUYMVIQIRX GSQTYXI FIRHMRK HIJPIG XMSR [MXL E YRMJSVQ PSEH [ IUYEP XS SRI TWJ 8LI EPPS[EFPI YRMJSVQ PSEH FEWIH SR XLI EPPS[EFPI HIJPIGXMSR MW XLIR GSQTYXIH EW [H !EPP ;LIVI [H ! YRMJSVQ PSEH FEWIH SR HIJPIGXMSR TWJ EPP! EPPS[EFPI HIJPIGXMSR MR (IWMKR I\EQTPIW WLS[MRK YWI SJ GETEGMX] XEFPIW 2SXI -R XLIWI I\EQTPIW TERIP X]TI ERH GSRWXVYGXMSR EVI WIPIGXIH JSV MPPYWXVEXMZI TYVTSWIW 2SVQEPP] WTIGMJMGEXMSR MW F] KVEHI ERH WTER VEXMRK [MXLSYX VIKEVH XS TERIP X]TI ERH GEPGYPEXMSRW WLSYPH EWWYQI XLI PS[IWX GETEGMXMIW ETTPMGEFPI XS EZEMPEFPI X]TIWERHGSRWXVYGXMSRWEWKMZIRMR8EFPI JSV XLI WTIGMJMIH WTER VEXMRK )\EQTPIi'SRZIRXMSREPVSSJ % TP] TP][SSH TERIP XVEHIQEVOIH %4% 6EXIH 7XYVH-*PSSV SG [MXL XSRKYIERHKVSSZI IHKIW [EW MREHZIV XIRXP] MRWXEPPIH SZIV MRRSQMREP ? QQA VSSJ WYTTSVXW MR ? QQA SR GIRXIV 8LI PSRK HMQIRWMSR WXVIRKXL E\MW SJ XLI TERIP [EW TPEGIH TIVTIRHMG YPEV XS WYTTSVXW 8LI PSGEP FYMPHMRK GSHI VIUYMVIW XLEX XLI TERIP WYTTSVX E TWJ ? 2Q AWRS[PSEH &IRHMRK 7XVIRKXL *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW PSRK TERIP HMQIRWMSR TIVTIRHMGYPEV XS WYT TSVXW LEW E FIRHMRK WXVIRKXL GETEGMX] *F7 SJ PFMRJX ? 2 QQA 8LMW GETEGMX] MW EHNYWXIH F] E HYVEXMSRSJPSEH JEGXSV '( SJWII *VSQE X[SWTER GSRHMXMSR MW EWWYQIH [F ! *F7 ! \ \ !TWJ?2QA 7LIEV 7XVIRKXL MR XLI 4PERI *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW LEW WLIEV WXVIRKXL MR XLI TPERI *W?PF5A SJ PFJX ? 2QA 8LMW GETEGMX] MW EHNYWXIH F] E HYVEXMSRSJPSEH JEGXSV '( SJ WII [W ! *WPF5 ! \ i !TWJ?2QA &IRHMRK 7XMJJRIWW *VSQ 8EFPI % E 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XSXLIWXVIRKXLE\MWLEWEHV]WXMJJRIWW GETEGMX] )- SJ PFMR JX ? 2QQA 8LI HIJPIGXMSR PMQMX JSV PMZI PSEH MW [ ! )- !i \ !\MR [H !EPP! \ !TWJ?2QA &IRHMRK WXVIRKXL GSRXVSPW TVSZMHIW XLI PS[IWX GETEGMX] JSV XLMW ETTPMGEXMSR 8LI FIRHMRK WXVIRKXL GETEGMX] SJ TWJ ? 2Q A VITVIWIRXW XSXEP PSEH JVSQ[LMGLHIEHPSEHMWWYFXVEGXIHXS EVVMZI EX PMZI PSEH GETEGMX] 8LI FIRH MRK WXMJJRIWW GETEGMX] SJ TWJ ? 2QA VITVIWIRXW PMZI PSEH SRP] ,IVI MJ HIEH PSEH TERIP [IMKLX TPYW VSSJMRK MW RS QSVI XLER TWJ ? 2Q A XLI TWJ ? 2Q A WRS[ PSEH GETEGMX] MW EGLMIZIH 8LI XSRKYIERHKVSSZI IHKIW TVSZMHI VIUYMVIH IHKI WYTTSVXW )\EQTPIi4ERIPM^IHVSSJ %R SVMIRXIH WXVERH FSEVH 37& TERIP XVEHIQEVOIH %4% 7XVYGXYVEP - 6EXIH 7LIEXLMRK MW XS FI YWIH MR E TER IPM^IH VSSJ W]WXIQ SZIV MRRSQMREP ? QQA JVEQMRK QIQFIVW MR ? QQA SR GIRXIV 8LI PSRK TERIP HMQIR WMSR WXVIRKXL E\MW SJ XLI TERIP [MPP FI TPEGIH TEVEPPIP XS WYTTSVXW &IRHMRK 7XVIRKXL *VSQ 8EFPI % ER 37& 6EXIH 7LIEXLMRK TERIP [MXL WXVIWW ETTPMIH TIVTIRHMGYPEV XS WXVIRKXL E\MW PSRK TERIP HMQIRWMSR TEVEPPIP XS WYT TSVXW LEW E FIRHMRK WXVIRKXL GETEGMX] *F7 IUYEPXSPFMRJX?2Q QA 8LMW GETEGMX] MW EHNYWXIH F] E QYP XMTPMIV SJ JSV 37& 7XVYGXYVEP - ERH F] E HYVEXMSRSJPSEH JEGXSV '( SJ WII 8LMW HYVEXMSRSJPSEH JEGXSV MW RSVQEPP] EWWSGMEXIH [MXL WRS[ PSEHW JSV VSSJ WXVYGXYVIW *VSQ E X[S WTER GSRHMXMSR MW EWWYQIH [F ! *F7 !\\ ! TWJ ? 2Q A 7LIEV 7XVIRKXL MR XLI 4PERI *VSQ 8EFPI % ER 37& 6EXIH 7LIEXLMRK TERIP [MXL WXVIWW ETTPMIH TIVTIRHMGYPEV XS WXVIRKXL E\MW LEW WLIEV WXVIRKXL MR XLI TPERI *W?PF 5A SJ PFJX ? 2QA 8LMW GETEG MX] MW EHNYWXIH F] E QYPXMTPMIV SJ JSV 37& 7XVYGXYVEP - ERH F] E HYVEXMSRSJ PSEH JEGXSV '( SJ WII [W ! *WPF5 ! \ \ i ! TWJ ? 2Q A %4%8LI )RKMRIIVIH ;SSH%WWSGMEXMSR &IRHMRK 7XMJJRIWW *VSQ 8EFPI % ER 37& 6EXIH 7LIEXLMRK TERIP [MXL WXVIWW ETTPMIH TIVTIR HMGYPEV XS WXVIRKXL E\MW LEW E HV] WXMJJ RIWW GETEGMX] )- SJ PFMR JX ? 2 Q QA 8LMW GETEGMX] MW EHNYWXIH F] E QYPXMTPMIV SJ JSV 37& 7XVYGXYVEP - 8LI HIJPIGXMSR PMQMX JSV PMZI PSEH MW [ ! )- i ! \ \ !\MR [H !EPP! \ !TWJ?2QA )\EQTPIi*PSSV % TP] TP][SSH TERIP QEVOIH %4% 6EXIH 7XYVH-*PSSV SG MW XS FI YWIH MR E JPSSV W]WXIQ SZIV WYTTSVXW MR ? QQA SR GIRXIV 8LI TERIPW [MPP FI TPEGIH [MXL XLI PSRK TERIP HMQIRWMSR WXVIRKXL E\MW TIVTIRHMGYPEV XS WYT TSVXW 7YTTSVXW EVI MRRSQMREP ? QQA JVEQMRK QIQFIVW 8LI GETEGMX] SJ XLI TERIP [MPP FI GSQTYXIH FEWIH SR FIRHMRK WXVIRKXL WLIEV WXVIRKXL MR XLI TPERI ERH FIRHMRK WXMJJRIWW &IRHMRK 7XVIRKXL *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW PSRK TERIP HMQIRWMSR TIVTIRHMGYPEV XS WYTTSVXW LEW E FIRHMRK WXVIRKXL GETEGMX] *F7 SJ PFMRJX ? 2 QQA *VSQ E XLVIIWTER GSRHM XMSR MW EWWYQIH [F ! *F7 ! \ !TWJ?2QA 7LIEV 7XVIRKXL MR XLI 4PERI *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW LEW WLIEV WXVIRKXL MR XLI TPERI *W?PF5A IUYEP XS PFJX ? 2QA [W ! *WPF5 ! \ i ! TWJ ? 2Q A &IRHMRK 7XMJJRIWW *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW LEW E HV] WXMJJRIWW GETEGMX] )- SJ PFMRJX ? 2 Q QA 8LI HIJPIG XMSR PMQMX JSV PMZI PSEH MW [ ! )- i ! \ \ !\MR [H !EPP! \ ! TWJ ? 2Q A ;LMPI XLI EFSZI GEPGYPEXMSRW [SYPH MRHMGEXI XLEX XLMW 7XYVH-*PSSV GSR WXVYGXMSRLEWEPMZIPSEHGETEGMX]SJ TWJ?2QA PMQMXIH F] FIRH MRK WXMJJRIWW MX MW MQTSVXERX XS RSXI XLEX WSQI WXVYGXYVEP TERIP ETTPMGEXMSRW EVI RSX GSRXVSPPIH F] YRMJSVQ PSEH 6IWMHIRXMEP JPSSVW GSQQSRP] HIWMKRIH JSV TWJ ? 2Q APMZIPSEHEVIE KSSH I\EQTPI 8LI GEPGYPEXIH EPPS[EFPI PSEH MW KVIEXP] MR I\GIWW SJ XLI X]TM GEP HIWMKR PSEH 8LMW I\GIWW HSIW RSX QIER XLEX JPSSV WTERW JSV 7XYVH-*PSSV GER FI MRGVIEWIH FYX SRP] XLEX XLIVI MW GSRWMHIVEFPI VIWIVZI WXVIRKXL ERH WXMJJ RIWW JSV YRMJSVQ PSEHW 6IGSQQIRHIH QE\MQYQ WTERW JSV [SSH WXVYGXYVEP TERIPJPSSVWEVIFEWIHSRHIJPIGXMSR YRHIV GSRGIRXVEXIH PSEHW LS[ XLI JPSSV qJIIPWr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i8LI)RKMRIIVIH;SSH%WWSGMEXMSR 8EGSQE ;% 1IXLSHW SJ 8IWXMRK 7XVYGXYVEP 4ERIPW MR *PI\YVI%781 ( %QIVMGER 7SGMIX] JSV 8IWXMRK ERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 7XVYGXYVEP 4ERIPW MR 8IRWMSR%781 ( %QIVMGER 7SGMIX] JSV 8IWXMRK ERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 8IWXMRK 7XVYGXYVEP 4ERIPW MR 'SQTVIWWMSR%781 ( %QIVMGER 7SGMIX] JSV 8IWXMRK ERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 7XVYGXYVEP 4ERIPW MR 4PEREV 7LIEV 6SPPMRK 7LIEV %781 ( %QIVMGER7SGMIX]JSV8IWXMRKERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 7XVYGXYVEP 4ERIPW MR 7LIEV 8LVSYKLXLI8LMGORIWW%781 ( %QIVMGER7SGMIX]JSV8IWXMRKERH 1EXIVMEPW 4LMPEHIPTLME 4% 6IPEXMSR SJ 7XVIRKXL SJ ;SSH XS (YVEXMSR SJ 0SEH6ITSVX *40 6 97(% *SVIWX 4VSHYGXW 0EFSVEXSV] 1EHMWSR ;- 4P][SSHi4VIWIVZEXMZI8VIEXQIRX F] 4VIWWYVI 4VSGIWW%;4% 7XERHEVH ' %QIVMGER ;SSH4VIWIVZIVWt %WWSGMEXMSR +VERFYV] 8< *MVI6IXEVHERX8VIEXIH 4P][SSH 8IGLRMGEP &YPPIXMR 8&%4%i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z8,))2+-2))6)(;33(%773'-%8-32 ,)%(59%68)67 7S XL 7X8EGSQE ;EWLMRKXSR *E\ 463(9'8 7944368 ,)04 ()7/ )QEMP %HHVIWW LIPT$ETE[SSHSVK *SVQ 2S ('6IZMWIH *IFVYEV] Submittal Job # 2019-030R Date Sent:10/24/2019 Oxoboxo Lofts Date Due:10/31/2019 Rough Carpentry - 06100 Submittal Title Sheathing-2 Type 23/32" T&G C/D Plywood 24" oc Exp Intended Use Subfloor Sheathing (blocking 11/S3.3) Notes Contractor's Stamp Architect's Stamp Engineer's Stamp Shawnlee Construction, LLC. 74A Taunton St., Plainville, MA 02762. Tel:508-695-8033 www.ufpi.com 4ERIP (IWMKR 7TIGMwGEXMSR )RKMRIIVIH [SSH TVSHYGXW EVI E KSSH GLSMGI JSV XLI IRZMVSRQIRX8LI] EVI QERYJEGXYVIH JSV ]IEVW SJ XVSYFPIJVII HITIRHEFPI YWI 8LI] LIPT VIHYGI [EWXI F] HIGVIEWMRK HMWTSWEP GSWXW ERH TVSHYGX HEQEKI ;SSH MW E VIRI[EFPI VIG]GPEFPI FMSHIKVEHEFPI VIWSYVGI XLEX MW IEWMP] QERYJEGXYVIH MRXS E ZEVMIX] SJ ZMEFPI TVSHYGXW % JI[ JEGXW EFSYX [SSH ;ItVI KVS[MRK QSVI [SSH IZIV] HE]*SVIWXW JYPP] GSZIV SRIXLMVH SJ XLI 9RMXIH 7XEXIWt ERH SRILEPJ SJ 'EREHEtW PERH QEWW %QIVMGER PERHS[RIVW TPERX QSVI XLER X[S FMPPMSR XVIIW IZIV] ]IEV -R EHHMXMSR QMPPMSRW SJ XVIIW WIIH REXYVEPP] 8LI JSVIWX TVSHYGXW MRHYWXV] [LMGL GSQTVMWIW EFSYX TIVGIRX SJ JSVIWXPERH S[RIVWLMT MW VIWTSRWMFPI JSV TIVGIRX SJ VITPERXIH JSVIWX EGVIEKI 8LEX [SVOW SYX XS QSVI XLER SRI FMPPMSR XVIIW E ]IEV SV EFSYX XLVII QMPPMSR XVIIW TPERXIH IZIV] HE] 8LMW LMKL VEXI SJ VITPERXMRK EGGSYRXW JSV XLI JEGX XLEX IEGL ]IEV TIVGIRX QSVI XMQFIV MW KVS[R XLER MW LEVZIWXIH 'EREHEtW VITPERXMRK VIGSVH WLS[W E JSYVJSPH MRGVIEWI MR XLI RYQFIV SJ XVIIW TPERXIH FIX[IIR ERH 0MJI ']GPI %WWIWWQIRX WLS[W [SSH MW XLI KVIIRIWX FYMPHMRK TVSHYGX% 'SRWSVXMYQ JSV 6IWIEVGL SR 6IRI[EFPI -RHYWXVMEP 1EXIVMEPW '366-1 WXYH] KEZI WGMIRXMJMG ZEPMHEXMSR XS XLI WXVIRKXL SJ [SSH EW E KVIIRFYMPHMRKTVSHYGX-RI\EQMRMRKFYMPHMRKTVSHYGXWtPMJIG]GPIWiJVSQ I\XVEGXMSRSJXLIVE[QEXIVMEPXSHIQSPMXMSRSJXLIFYMPHMRKEXXLIIRHSJMXW PSRKPMJIWTERi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tWXLIREXYVEPGLSMGIJSVXLIIRZMVSRQIRX JSVHIWMKRERHJSVWXVSRKPEWXMRKGSRWXVYGXMSR ;33( 8LI 2EXYVEP 'LSMGI 4IVGIRX SJ 4IVGIRX SJ 1EXIVMEP 4VSHYGXMSR )RIVK] 9WI ;SSH 7XIIP %PYQMRYQ 238-') 8LI VIGSQQIRHEXMSRW MR XLMW TERIP HIWMKR WTIGMJMGEXMSR ETTP] SRP] XS TVSHYGXW XLEX FIEV XLI %4% XVEHIQEVO 3RP] TVSHYGXW FIEVMRK XLI %4% XVEHIQEVO EVI WYFNIGX XS XLI%WWSGMEXMSRv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JMRHMRKW GSRGPYWMSRW SV VIGSQQIRHEXMSRW MRGPYHIH MR XLMW TYFPMGEXMSR 'SRWYPX ]SYV PSGEP NYVMWHMGXMSR SV HIWMKR TVSJIWWMSREP XS EWWYVI GSQTPMERGI [MXL GSHI GSRWXVYGXMSR ERH TIVJSVQERGI VIUYMVIQIRXW &IGEYWI %4% LEW RS GSRXVSP SZIV UYEPMX] SJ [SVOQERWLMT SV XLI GSRHMXMSRW YRHIV [LMGL IRKMRIIVIH [SSH TVSH YGXW EVI YWIH MX GERRSX EGGITX VIWTSRWMFMPMX] JSV TVSH YGX TIVJSVQERGI SV HIWMKRW EW EGXYEPP] GSRWXVYGXIH 8IGLRMGEP 7IVZMGIW (MZMWMSR %4% i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tX ZEV] QYGL JVSQ QMPP XS QMPP 8S TVSHYGI TERIPW YRHIV TVIWGVMTXMZI WXERHEVHWEQMPPYWIH[SSHSJEGIV XEMR WTIGMIW TIIPIH MX XS ZIRIIV SJ E TVIWGVMFIH XLMGORIWW XLIR KPYIH XLI ZIRIIVW XSKIXLIV MR E TVIWGVMFIH QER RIV YWMRK ETTVSZIH EHLIWMZIW %W XIGLRSPSK] GLERKIH QMPPW WXEVXIH YWMRK E FVSEHIV VERKI SJ WTIGMIW ERH HMJJIVIRX QERYJEGXYVMRK XIGLRMUYIW ;MXL XLI HIZIPSTQIRX SJ 97 4VSHYGX 7XERHEVH 47 JSV 7SJX[SSH 4P][SSHi'SRWXVYGXMSR -RHYWXVMEP XLVII I\MWXMRK TP][SSH WXERHEVHW [IVI GSQFMRIH MRXS SRI %RH JSV XLI JMVWX XMQI WTER VEXMRKW JSV GSRWXVYGXMSR YWIW [IVI MRGSVTSVEXIH MRXS XLI WXERHEVH 8LI WTER VEXMRK GSRGITX [SYPH PEXIV FI YWIH EW E FEWMW JSV XLI HIZIPSTQIRX SJ TIVJSVQERGI WXERHEVHW %XXLIWEQIXMQIXLIVI[EWEKVS[MRK RIIH XS MRGVIEWI IJJMGMIRX YWI SJ JSVIWX VIWSYVGIW ;SVOMRK MR GSSTIVEXMSR [MXL XLI97*SVIWX7IVZMGIXLI%QIVMGER 4P][SSH %WWSGMEXMSR %4% RS[%4%i 8LI )RKMRIIVIH ;SSH %WWSGMEXMSR XIWXIH TERIPW QERYJEGXYVIH [MXL E GSVI SJ GSQTVIWWIH [SSH WXVERHW ERH XVEHM XMSREP [SSH ZIRIIV SR XLI JEGI ERH FEGO JSV YWI MR WXVYGXYVEP ETTPMGEXMSRW &] YWMRK GSVIW GSQTSWIH SJ [SSH WXVERHW QERYJEGXYVIVW[IVIEFPIXSQEOIQSVI IJJMGMIRX YWI SJ XLI [SSH VIWSYVGI ERH YWIEFVSEHIVVERKISJWTIGMIW8LIWI TERIPW EVI GEPPIH GSQTSWMXI TERIPW -R XLI GSYVWI SJ XLI VIWIEVGL SR GSQ TSWMXI TERIPW TIVJSVQERGI WXERHEVHW [IVI HIZIPSTIH XLEX PIH XS E W]WXIQ SJ TIVJSVQERGI VEXIH TERIPW 7SSR QER YJEGXYVIVW [IVI QEOMRK [SSH WXVYG XYVEP TERIPW GSQTSWIH IRXMVIP] SJ [SSH WXVERHW 1SWX GYVVIRX TVSHYGXMSR SJ XLIWI TERIPW MRXIRHIH JSV YWI MR WXVYG XYVEP ETTPMGEXMSRW MW VIJIVVIH XS EW SVM IRXIHWXVERHFSEVHSV37& 4P][SSH 4P][SSH MW XLI SVMKMREP [SSH WXVYGXYVEP TERIP -X MW GSQTSWIH SJ XLMR WLIIXW SJ ZIRIIVSVTPMIWEVVERKIHMRPE]IVWXS JSVQ E TERIP 4P][SSH EP[E]W LEW ER SHH RYQFIV SJ PE]IVW IEGL SRI GSRWMWX MRK SJ SRI SV QSVI TPMIW SV ZIRIIVW -R TP][SSH QERYJEGXYVI E PSK MW XYVRIH SR E PEXLI ERH E PSRK ORMJI FPEHI TIIPW XLI ZIRIIV 8LI ZIRIIVW EVI GPMTTIH XS E WYMXEFPI [MHXL HVMIH KVEHIH ERH VITEMVIH MJ RIGIWWEV] 2I\X XLI ZIRIIVW EVIPEMHYTMRGVSWWPEQMREXIHPE]IVW 7SQIXMQIW E PE]IV [MPP GSRWMWX SJ X[S SV QSVI TPMIW [MXL XLI KVEMR VYRRMRK MR XLI WEQI HMVIGXMSR FYX XLIVI [MPP EP[E]W FI ER SHH RYQFIV SJ PE]IVW [MXL XLI JEGI PE]IVW X]TMGEPP] LEZMRK XLI KVEMR SVMIRXIH TEVEPPIP XS XLI PSRK HMQIRWMSR SJ XLI TERIP 1SMWXYVIVIWMWXERX EHLIWMZI MW ETTPMIH XS XLI ZIRIIVW XLEX EVI XS FI PEMH YT 0EMH YT ZIRIIVW EVI XLIR TYX MR E LSX TVIWW [LIVI XLI] EVI FSRHIH XS JSVQ TERIPW ;SSH MW WXVSRKIWX EPSRK MXW KVEMR ERH WLVMROW ERH W[IPPW QSWX EGVSWW XLI KVEMR &] EPXIVREXMRK KVEMR HMVIGXMSR FIX[IIR EHNEGIRX PE]IVW WXVIRKXL ERH WXMJJRIWW MR FSXL HMVIGXMSRW EVI QE\M QM^IH ERH WLVMROMRK ERH W[IPPMRK EVI QMRMQM^IH MR IEGL HMVIGXMSR 3VMIRXIH WXVERH FSEVH 4ERIPW QERYJEGXYVIH SJ GSQTVIWWIH [SSH [EJIVW SV WXVERHW LEZI FIIR QEV OIXIH[MXLWYGLREQIWEW[EJIVFSEVH ERHSVMIRXIHWXVERHFSEVH8SHE]ZMV XYEPP] EPP QEXJSVQIH [SSH WXVYGXYVEP TERIPW EVI QERYJEGXYVIH [MXL SVM IRXIH WXVERHW SV SVMIRXIH [EJIVW ERH EVIGSQQSRP]GEPPIHSVMIRXIHWXVERH FSEVH 37& 37&MWGSQTSWIHSJGSQTVIWWIHWXVERHW EVVERKIH MR PE]IVW YWYEPP] XLVII XS JMZI SVMIRXIH EX VMKLX ERKPIW XS SRI ERSXLIV ERH FSRHIH YRHIV LIEX ERH TVIWWYVI [MXL E QSMWXYVIVIWMWXERX EHLIWMZI 8LI SVMIRXEXMSR SJ WXVERHW MRXS HMVIGXMSREP PE]IVW EGLMIZIW XLI WEQI EHZERXEKIW SJ GVSWWPEQMREXIH ZIRIIVW MR TP][SSH 7MRGI [SSH MW WXVSRKIV EPSRK XLI KVEMR XLI GVSWWPEQMREXMSR HMWXVMFYXIW [SSHtW REXYVEPWXVIRKXLMRFSXLHMVIGXMSRWSJ XLI TERIP ;LIXLIV E TERIP MW GSQ TSWIH SJ WXVERHW SV [EJIVW QSWX QERY JEGXYVIVW SVMIRX XLI QEXIVMEP XS EGLMIZI QE\MQYQ TIVJSVQERGI %4%8LI)RKMRIIVIH ;SSH %WWSGMEXMSR 1SWX 37& WLIEXLMRK TERIPW LEZI E RSR WOMH WYVJEGI SR SRI WMHI JSV WEJIX] SR XLI GSRWXVYGXMSR WMXI TEVXMGYPEVP] [LIR YWIH EW WLIEXLMRK SR TMXGLIH VSSJW 'SQTSWMXI TERIPW '3140=MW ER %4% TVSHYGX REQI JSV GSQTSWMXI TERIPW XLEX EVI QERYJEG XYVIHF]FSRHMRKPE]IVWSJ[SSHJMFIVW FIX[IIR [SSH ZIRIIV &] GSQFMRMRK VIGSRWXMXYXIH [SSH JMFIVW [MXL GSRZIR XMSREP ZIRIIV '3140= TERIPW EPPS[ JSV QSVI IJJMGMIRX VIWSYVGI YWI [LMPI VIXEMRMRK XLI [SSH KVEMR ETTIEVERGI SR XLI TERIP JEGI ERH FEGO '3140= TERIPW EVI QERYJEGXYVIH MR EXLVIISVJMZIPE]IVEVVERKIQIRX% XLVIIPE]IV TERIP LEW E [SSH JMFIV GSVI ERH ZIRIIV JSV JEGI ERH FEGO 8LI JMZI PE]IV TERIP LEW E [SSH ZIRIIV GVSWWFERH MR XLI GIRXIV ERH ZIRIIV SR XLI JEGI ERH FEGO ;LIR QERYJEGXYVIH MR E SRIWXIT TVIWWMRK STIVEXMSR ZSMHW MR XLI ZIRIIVW EVI JMPPIH EYXSQEXMGEPP] F] XLI VIGSRWXM XYXIH [SSH TEVXMGPIW SV WXVERHW EW XLI TERIP MW TVIWWIH MR XLI FSRHMRK TVSGIWW %X XLI TVIWIRX XMQI '3140= TERIPW EW HIWGVMFIH EFSZI EVI RSX FIMRK TVSHYGIH ERH XLIVIJSVI WLSYPH RSX FI WTIGMJMIH 7)0)'8-2+ 4%2)07 ;SSH WXVYGXYVEP TERIPW EVI WIPIGXIH EGGSVHMRK XS E RYQFIV SJ OI] EXXVM FYXIW 8LIWI EXXVMFYXIW EVI MHIRXMJMIH MR XLI %4% XVEHIQEVO JSYRH SR XLI TERIP )\EQTPIW EVI WIIR MR *MKYVI ERH JYVXLIV I\TPEMRIH MR XLI TEVEKVETLW XLEX JSPPS[ 7XERHEVHW 1ERYJEGXYVMRK WXERHEVHW JSV [SSH WXVYGXYVEP TERIPW EVI TVMQEVMP] SJ X[S X]TIW TVIWGVMTXMZI SV TIVJSVQERGI FEWIH -R XLI TEWX TP][SSH WXERHEVHW LEZI FIIR TVMQEVMP] SJ XLI TVIWGVMTXMZI X]TI8LITVIWGVMTXMZIWXERHEVHETTVSEGL TVSZMHIW E VIGMTI JSV TERIP PE]YT WTIGM J]MRK XLI WTIGMIW SJ ZIRIIV ERH XLI RYQ FIV XLMGORIWW ERH SVMIRXEXMSR SJ TPMIW XLEXEVIVIUYMVIHXSEGLMIZITERIPWSJXLI HIWMVIH RSQMREP XLMGORIWW ERH WXVIRKXL % QSVI VIGIRX HIZIPSTQIRX JSV [SSH WXVYGXYVEP TERIPW MW XLEX SJ TIVJSVQERGI FEWIH WXERHEVHW 7YGL WXERHEVHW WTIGMJ] TIVJSVQERGI PIZIPW VIUYMVIH JSV GSQ QSR IRH YWIW VEXLIV XLER QERYJEGXYV MRK EWTIGXW SJ GSRWXVYGXMSR 4IVJSVQERGI WXERHEVHWTIVQMXSVMIRXIHWXVERHFSEVH ERH TP][SSH XS FI VEXIH WMQMPEVP] JSV YWIW MR XLI GSRWXVYGXMSR QEVOIX %RSXLIV HMWXMRGXMSR FIX[IIR WXERHEVHW MW [LIXLIV XLI] EVI GSRWIRWYWFEWIH SV TVSTVMIXEV] 'SRWIRWYWFEWIH WXER HEVHW EVI HIZIPSTIH JSPPS[MRK E TVI WGVMFIH WIX SJ VYPIW XLEX TVSZMHI JSV MRTYX ERHSV VIZMI[ F] TISTPI SJ ZEV] MRK MRXIVIWXW JSPPS[MRK SRI SJ WIZIVEP VIGSKRM^IH TVSGIHYVIW 3XLIV WXER HEVHW EVI SJ E TVSTVMIXEV] REXYVI ERH QE]FIHIZIPSTIHF]EWMRKPIGSQTER] SV MRHYWXV] KVSYT 7SQIXMQIW TVSTVMI XEV] WXERHEVHW FIGSQI XLI JSVIVYRRIVW SJ GSRWIRWYW WXERHEVHW 8LMW [EW XLI GEWI [MXL %4%t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vWTIVJSVQERGIVEXIHTERIP WXERHEVH 7MHMRK JEGI KVEHI 7TIGMIW KVSYT RYQFIV ,9( VIGSKRMXMSR 4ERIP KVEHI 'EREHMER WXERHEVH 4ERIPQEVOz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t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iTVMQEVMP] WERHIHKVEHIWiMWFEWIHSRXLIWTIGMIW YWIH JSV JEGI ERH FEGO ZIRIIVW ;LIVI JEGI ERH FEGO ZIRIIVW EVI RSX JVSQ XLI WEQI WTIGMIW +VSYT XLI LMKLIV +VSYT RYQFIV XLI PS[IV WXVIRKXL WTIGMIW MW YWIH I\GITX JSV WERHIH TERIPW MRGL ? QQA XLMGO SV PIWW ERH (IGSVEXMZI TERIPW SJ ER] XLMGORIWW 8LIWI PEXXIV TER IPW EVI MHIRXMJMIH F] JEGI WTIGMIW FIGEYWI XLI] EVI GLSWIR TVMQEVMP] JSV ETTIEV ERGIERHYWIHMRETTPMGEXMSRW[LIVI WXVYGXYVEP MRXIKVMX] MW RSX GVMXMGEP 7ERHIH TERIPW KVIEXIV XLER MRGL ? QQA EVI MHIRXMJMIH F] JEGI WTIGMIW MJ ' SV ( KVEHI FEGOW EVI EX PIEWX MRGL ? QQA ERH EVI RS QSVI XLER SRI WTIGMIW KVSYT RYQFIV LMKLIV 7SQI WTIGMIW EVI YWIH [MHIP] MR TP][SSH QERYJEGXYVI SXLIVW VEVIP] 8LI WTIGMJMIV WLSYPH GLIGO PSGEP EZEMPEFMPMX] MJ E TEVXMGYPEV WTIGMIW MW HIWMVIH +VEHIW :IRIIV KVEHIW HIJMRI ZIRIIV ETTIEV ERGI MR XIVQW SJ REXYVEP YRVITEMVIH KVS[XL GLEVEGXIVMWXMGW ERH EPPS[EFPI RYQFIV ERH WM^I SJ VITEMVW XLEX QE] FI QEHI HYVMRK QERYJEGXYVI 7II 8EFPI 8LI LMKLIWX UYEPMX] GSQQSRP] EZEMPEFPI ZIRIIV KVEHI MW % 8LI QMRMQYQ KVEHI SJZIRIIVTIVQMXXIH MR)\XIVMSVTP][SSH MW 'KVEHI (KVEHI ZIRIIV MW YWIH MR TERIPW MRXIRHIH JSV MRXIVMSV YWI SV ETTPMGEXMSRW TVSXIGXIH JVSQ PSRKXIVQ I\TSWYVI XS [IEXLIV 4ERIP KVEHIW ;SSH WXVYGXYVEP TERIP KVEHIW EVI KIR IVEPP] MHIRXMJMIH MR XIVQW SJ XLI ZIRIIV KVEHIYWIHSRXLIJEGIERHFEGOSJ XLI TERIP IK %& &' IXG SV F] E REQI WYKKIWXMRK XLI TERIPt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qWM^MRKr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i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i )\XIVMSV )\TSWYVI ERH -RXIVMSV 8LI FSRH GPEWWMJMGEXMSR VIPEXIW XS EHLIWMZI FSRH ERH XLYW XS WXVYGXYVEP MRXIKVMX] SJ XLI TERIP &] JEV XLI TVIHSQMRERX FSRH GPEWWMJMGEXMSRW EVI )\TSWYVI ERH )\XIVMSV 8LIVIJSVI HIWMKR GETEGMXMIW TVSZMHIH LIVIMR EVI SR XLEX FEWMW &SRH GPEWWMJMGEXMSR VIPEXIW XS QSMWXYVI VIWMWXERGI SJ XLI KPYI FSRH ERH HSIW RSX VIPEXI XS JYRKEP HIGE] VIWMWXERGI SJ XLI TERIP *YRKEP HIGE] SJ [SSH TVSH YGXW QE] SGGYV [LIR XLI QSMWXYVI GSR XIRX I\GIIHW ETTVS\MQEXIP] TIVGIRX JSV ER I\XIRHIH TIVMSH 4VIZIRXMSR SJ JYRKEP HIGE] MW E JYRGXMSR SJ TVSTIV HIWMKR XS TVIZIRX TVSPSRKIH I\TSWYVI XS QSMWXYVI SJ QEXIVMEP WTIGMJMGEXMSR SJ GSRWXVYGXMSR ERH SJ QEMRXIRERGI SJ XLI WXVYGXYVI SV QE] FI EGGSQTPMWLIH F] TVIWWYVI TVIWIVZEXMZI XVIEXQIRX 7II %4% PMXIVEXYVI VIKEVHMRK HIGE] ERH QSMWXYVI I\TSWYVI %IWXLIXMG RSRWXVYGXYVEP EXXVMFYXIW SJ TERIPW QE] FI GSQTVSQMWIH XS WSQI HIKVII F] I\TSWYVI XS [IEXLIV 4ERIP WYVJEGIW QE] FIGSQI YRIZIR ERH MVVIKYPEV YRHIV TVSPSRKIH QSMWXYVI I\TSWYVI 4ERIPW WLSYPH FI EPPS[IH XS HV] ERH TERIP NSMRXW ERH WYVJEGIW QE] RIIH XS FI WERHIH FIJSVI ETTP]MRK WSQI JMRMWL QEXIVMEPW )\XIVMSV % FSRH GPEWWMJMGEXMSR JSV TP][SSH WYMX EFPI JSV VITIEXIH [IXXMRK ERH VIHV]MRK SV PSRKXIVQ I\TSWYVI XS [IEXLIV SV SXLIV GSRHMXMSRW SJ WMQMPEV WIZIVMX] )\TSWYVI % FSRH GPEWWMJMGEXMSR JSV TERIPW WYMX EFPI JSV YWIW RSX TIVQERIRXP] I\TSWIH XS XLI [IEXLIV 4ERIPW GPEWWMJMIH EW )\TSWYVI EVI MRXIRHIH XS VIWMWX XLI IJJIGXW SJ QSMWXYVI HYI XS GSRWXVYGXMSR HIPE]W SV SXLIV GSRHMXMSRW SJ WMQMPEV WIZIVMX] )\TSWYVI TERIPW EVI QEHI [MXL XLI WEQI X]TIW SJ EHLIWMZIW YWIH MR )\XIVMSV TERIPW ,S[IZIV FIGEYWI SXLIV GSQTSWMXMSREP JEGXSVW QE] EJJIGX FSRH TIVJSVQERGI SRP] )\XIVMSV TER IPWWLSYPHFIYWIHJSVPSRKXIVQI\TS WYVI XS XLI [IEXLIV )\TSWYVI TERIPW QE] LS[IZIV FI YWIH [LIVI I\TS WYVI XS XLI SYXHSSVW MW SR XLI YRHIV WMHI SRP] WYGL EW EX VSSJ SZIVLERKW %TTIEVERGI GLEVEGXIVMWXMGW SJ XLI TERIP KVEHI WLSYPH EPWS FI GSRWMHIVIH '( )\TSWYVI TP][SSH WSQIXMQIW GEPPIHq'(<rMRXLIXVEHIMWSGGEWMSREPP] QMWXEOIR EW ER )\XIVMSV TERIP ERH IVVS RISYWP] YWIH MR ETTPMGEXMSRW JSV [LMGL MX HSIW RSX TSWWIWW XLI VIUYMVIH VIWMWXERGI XS[IEXLIVq'(<rWLSYPHSRP]FIYWIH JSV ETTPMGEXMSRW EW SYXPMRIH EFSZI 3XLIV GPEWWMJMGEXMSRW 4ERIPW MHIRXMJMIH EW -RXIVMSV ERH XLEX PEGO JYVXLIV KPYIPMRI MRJSVQEXMSR MR XLIMV XVEHIQEVOW EVI QERYJEGXYVIH [MXL MRXI VMSV KPYI ERH EVI MRXIRHIH JSV MRXIVMSV ETTPMGEXMSRW SRP] 4ERIPW GPEWWIH -RXIVMSV [IVI GSQQSRTPEGI TVMSV XS XLI W FYX EVI RSX GSQQSRP] TVSHYGIH XSHE] 7TER VEXMRKW 7LIEXLMRK ERH 7MRKPI *PSSV KVEHIW GEVV] RYQFIVW MR XLIMV XVEHIQEVOW GEPPIH WTER VEXMRKW 8LIWI HIRSXI XLI QE\MQYQ VIGSQQIRHIH GIRXIVXSGIRXIV WTEGMRK SJ WYTTSVXW MR MRGLIW SZIV [LMGL XLI TERIPW WLSYPH FI TPEGIH MR GSRWXVYGXMSR ETTPMGEXMSRW 8LI WTER VEXMRK ETTPMIW [LIR XLI PSRK TERIP HMQIRWMSR SV WXVIRKXL E\MW MW EGVSWW WYTTSVXW YRPIWW XLI WXVIRKXL E\MW MW SXLIV[MWI MHIRXMJMIH 7LIEXLMRK 8LI WTER VEXMRK SR 7LIEXLMRK KVEHI TERIPWETTIEVWEWX[SRYQFIVWWITE VEXIH F] E WPEWL WYGL EW IXG 8LI PIJXLERH RYQFIV HIRSXIW XLI QE\MQYQ VIGSQQIRHIH WTEGMRK SJ WYTTSVXW [LIR XLI TERIP MW YWIH JSV VSSJ WLIEXLMRK [MXL XLI PSRK HMQIR WMSR SV WXVIRKXL E\MW SJ XLI TERIP EGVSWW XLVII SV QSVI WYTTSVXW X[S SV QSVI WTERW 8LI VMKLXLERH RYQFIV MRHM GEXIW XLI QE\MQYQ VIGSQQIRHIH WTEGMRK SJ WYTTSVXW [LIR XLI TERIP MW YWIH JSV WYFJPSSVMRK [MXL XLI PSRK HMQIRWMSR SV WXVIRKXL E\MW SJ XLI TERIP EGVSWW XLVII SV QSVI WYTTSVXW % TERIP QEVOIH JSV I\EQTPI QE] FI YWIH JSV VSSJ WLIEXLMRK SZIV WYTTSVXW YT XS MRGLIW ? QQA SR GIRXIV SV JSV WYFJPSSVMRK SZIV WYTTSVXW YT XS MRGLIW ? QQA SR GIRXIV 'IVXEMR SJ XLI VSSJ WLIEXLMRK QE\M QYQ WTERW EVI HITIRHIRX YTSR TERIP IHKI WYTTSVX EW VIGSQQIRHIH MR %4% PMXIVEXYVI 7LIEXLMRK TERIPW VEXIH JSV YWI SRP] EW [EPP WLIEXLMRK EVI YWYEPP] MHIRXMJMIH EW IMXLIV ;EPP SV ;EPP 8LI RYQIVM GEP MRHI\ SV GSVVIWTSRHW XS XLI QE\MQYQ [EPP WXYH WTEGMRK MR MRGLIW ;EPP WLIEXLMRK TERIPW EVI TIVJSVQERGI XIWXIH [MXL XLI WIGSRHEV] E\MW YWYEPP] XLI WLSVX HMQIRWMSR SJ TERIP WTER RMRK EGVSWW WYTTSVXW SV WXYHW *SV XLMW %4% 8LI)RKMRIIVIH ;SSH%WWSGMEXMSR VIEWSR [EPP WLIEXLMRK TERIPW QE] FI ETTPMIH [MXL IMXLIV XLI WXVIRKXL E\MW SV WIGSRHEV] E\MW EGVSWW WYTTSVXW 7MRKPI JPSSV 8LIWTERVEXMRKSR7MRKPI*PSSVKVEHI TERIPW ETTIEVW EW E WMRKPI RYQFIV 7MRKPI *PSSV TERIPW EVI HIWMKRIH WTI GMJMGEPP] JSV WMRKPIJPSSV GSQFMRIH WYF JPSSVYRHIVPE]QIRX ETTPMGEXMSRW YRHIV GEVTIX ERH TEH ERH EVI QERYJEGXYVIH [MXL WTER VEXMRKW SJ ERH SG 8LI WTER VEXMRKW JSV 7MRKPI *PSSV TERIPW PMOI XLSWI JSV 7LIEXLMRK KVEHI EVI FEWIH SR ETTPMGEXMSR SJ XLI TERIP [MXL XLI PSRK HMQIRWMSR SV WXVIRKXL E\MW EGVSWW XLVII SV QSVI WYTTSVXW '3() 463:-7-327 6IGSQQIRHEXMSRW KMZIR MR %4% PMXIVE XYVI JSV GSRWXVYGXMSR ETTPMGEXMSRW EVI KIRIVEPP] GSRWMWXIRX [MXL TVSZMWMSRW KMZIR MR XLI QSHIP FYMPHMRK GSHIW MR XLI 9RMXIH 7XEXIW ,S[IZIV QSWX SJ XLI MRJSVQEXMSR LIVIMR LEW FIIR I\TERHIH GSQTEVIH XS XLI GSHI TVSZMWMSRW XS FI QSVI YWIJYP XS HIWMKRIVW 8LI KIRIVEP %4% VIGSQQIRHEXMSRW ETTP] TVMQEVMP] XS GSRZIRXMSREP SV RSRIRKMRIIVIH GSRWXVYGXMSR FYX GER EPWS FI GSRWMHIVIH GSRWIVZEXMZI JSV IRKMRIIVIH GSRWXVYGXMSR 3R XLI SXLIV LERH JSV IRKMRIIVIH GSRWXVYGXMSR GSHIW GSRXEMR TVSZMWMSRW JSV EGGIT XERGI SJ IRKMRIIVMRK GEPGYPEXMSRW ERH HIWMKR GETEGMXMIW KMZIR LIVIMR QE] FI YWIH -R QER] GEWIW GEPGYPEXMSRW YWMRK ZEPYIW MR XLMW HSGYQIRX [MPP PIEH XS LMKLIV EPPS[EFPI HIWMKR PSEHW JSV WLIEXLMRK 8LMW MW FIGEYWI XLI KIRIVEP %4% ERH GSHI VIGSQQIRHEXMSRW EVI FEWIH SR QMRMQYQ WXVYGXYVEP VIUYMVI QIRXW SV GVMXIVME SJ XLI TIVJSVQERGI WXERHEVHW [LMPI XLI HIWMKR GETEGMXMIW EVI FEWIH SR EGXYEP GLEVEGXIVMWXMGW SJ TERIPW UYEPMJMIH YRHIV XLI TIVJSVQERGI WXERHEVHW 7MRGI MX [SYPH FI HMJJMGYPX XS QERYJEGXYVIEXVYP]qQMRMQYQrTERIP [MXL VIKEVH XS EPP TVSTIVXMIW QSWX TERIP GLEVEGXIVMWXMGW EGXYEPP] I\GIIH VIUYMVIQIRXW SJ XLI WXERHEVHW 6IKEVHPIWW SJ ER] MRGVIEWI MR EPPS[ EFPI PSEH FEWIH SR GEPGYPEXMSRW EP[E]W SFWIVZI XLI QE\MQYQ VIGSQQIRHIH WTER IK WTER VEXMRK 1E\MQYQ WTER MW IWXEFPMWLIH F] XIWX ERH MW SJXIR GSRXVSPPIH F] GSRGIRXVEXIH PSEH GSRWMHIVEXMSRW 1)',%2-'%0 4634)68-)7 ;SSH WXVYGXYVEP TERIPW GER X]TMGEPP] FI MRGSVTSVEXIH MRXS GSRWXVYGXMSR TVSN IGXW [MXLSYX XLI RIIH JSV IRKMRIIVMRK HIWMKR SJ XLI TERIPW XLIQWIPZIW 8LI] PIRH XLIQWIPZIW XS XEFYPEV ERH HIWGVMT XMZI TVIWIRXEXMSR SJ HIWMKR VIGSQQIR HEXMSRW ERH TVSZMWMSRW 3GGEWMSREPP] LS[IZIV XLIVI MW E RIIH XS IRKMRIIV TERIP ETTPMGEXMSRW XLEX GEPP JSV TERIP TVSTIVXMIW SV GETEGMXMIW SV MX QE] FI RIGIWWEV] XS IZEPYEXI WTIGMJMG TERIP GSRWXVYGXMSRW XLEX ]MIPH WYTIVMSV QIGLERMGEP TVSTIVXMIW GSQTEVIH XS XLSWI XLEX EVI XLI FEWMW JSV KIRIVEP YWI VIGSQQIRHEXMSRW 7XVIRKXL E\MW % JIEXYVI SJ QSWX [SSH WXVYGXYVEP TERIPX]TIWTVMQEVMP]TP][SSHERH 37& MW XLEX XLIVI MW E WXVIRKXL E\MW EWWSGMEXIH [MXL XLIMV QERYJEGXYVI 8LI PE]IVIHGSRWXVYGXMSRSJFSXLTVSHYGXW MR[LMGLPE]IVWEVISVMIRXIHHIKVIIW JVSQ SRI ERSXLIV GVIEXIW HMWWMQMPEV TVSTIVXMIW MR XLI X[S TVMRGMTEP HMVIG XMSRW 8LMW MW MPPYWXVEXIH MR *MKYVI 8LI SVMIRXEXMSR SJ XLI JEGI ERH FEGO PE]IV HIXIVQMRIW XLI HMVIGXMSR SJ XLI WXVIRKXL E\MW 8LI TERIP WXVIRKXL E\MW MW X]TMGEPP] MR XLI PSRK TERIP HMVIGXMSR XLEX MW XLI TERIP MW X]TMGEPP] WXVSRKIV ERH WXMJJIV EPSRK XLI TERIP PIRKXL XLER EGVSWW XLI TERIP[MHXL7TIGMJMGEXMSRSJTERIPSVM IRXEXMSRXLIRGERFIWXEXIHEWqWXVIRKXL E\MW MW TIVTIRHMGYPEV SV TEVEPPIP XS WYT TSVXWrSVWSQIXMQIWqWXVIWWMWTEVEPPIP SVTIVTIRHMGYPEV XSXLIWXVIRKXLE\MWr -RXLIGEWISJTP][SSHSVGSQTSWMXI TERIPW XLI WXVIRKXL E\MW MW WSQIXMQIW VIJIVVIH XS EW XLI JEGI KVEMR HMVIGXMSR 4ERIP GSRWXVYGXMSR 4P][SSH QMPPW QE] YWI HMJJIVIRX PE]YTW JSV XLI WEQI TERIP XLMGORIWW ERH WTER VEXMRK XS QEOI STXMQYQ YWI SJ XLIMV VE[ QEXIVMEP VIWSYVGIW (IWMKR GEP GYPEXMSRW QYWX XEOI MRXS EGGSYRX XLI HMVIGXMSR MR [LMGL XLI WXVIWWIW [MPP FI MQTSWIH MR XLI TERIP -J WXVIWWIW GER FI I\TIGXIH MR FSXL HMVIGXMSRW XLIR FSXL XLI TEVEPPIP ERH TIVTIRHMGYPEV HMVIGXMSRW WLSYPH FI GLIGOIH *SV XLMW VIEWSR XEFYPEXIH GETEGMXMIW EVI KMZIR JSV FSXL HMVIGXMSRW 'ETEGMXMIW TEVEPPIP XS XLI JEGI KVEMR SJ TP][SSH EVI FEWIH SR E TERIP GSRWXVYG XMSR XLEX KMZIW QMRMQYQ ZEPYIW MR XLEX HMVIGXMSR 7II *MKYVI 'ETEGMXMIW TIVTIRHMGYPEV XS XLI JEGI KVEMR EVI YWY EPP] FEWIH SR E HMJJIVIRX TERIP GSR WXVYGXMSR XLEX KMZIW QMRMQYQ ZEPYIW MR XLEX HMVIGXMSR &SXL ZEPYIW XLIVIJSVI EVI GSRWIVZEXMZI 'ETEGMXMIW KMZIR JSV XLI X[S HMVIGXMSRW EVI RSX RIGIWWEVMP] JSV XLI WEQI TERIP GSRWXVYGXMSR 7MQMPEV PE]IVW SGGYV EPWS MR 37& QERY JEGXYVI ,S[IZIV XLI PE]IVW EVI RSX HIJMRIH ERH XLIVIJSVI GERRSX FI WTIGM JMIH *SV XLMW VIEWSR TP]PE]IV STXMSRW EVI RSX XEFYPEXIH JSV 37& %4%8LI)RKMRIIVIH ;SSH %WWSGMEXMSR 7XVIRKXL %\MW (MVIGXMSR (MVIGXMSR SJ 4VMRGMTEP 7XVIWW % & *-+96) 8=4-'%0 ;33( 7869'896%0 4%2)0 ;-8, 786)2+8, %<-7 (-6)'8-32 4)64)2(-'90%6 83 36 %'6377 79443687 % %2( 4%6%00)0 83 79443687 & 238) 8,) 78%2(%6( \ 7->) 786)2+8, %<-7 (-6)'8-32 %2( 6)46)7)28%8-:) 4368-32 3* 4%2)0 97)( -2 '%0'90%8-32 3* '%4%'-8-)7 *36 786)77 4%6%00)0 % 36 4)64)2(-'90%6 & 83 8,) 786)2+8, %<-7 %4% 8LI)RKMRIIVIH ;SSH%WWSGMEXMSR +VEMR (MVIGXMSR SJ :IRIIVW PE]IV TP] PE]IV TP] PE]IV TP] PE]IV TP] *-+96) 8=4-'%0 8,6)) %2( *-:)0%=)6 40=;33( '327869'8-32 ;-8, 4%6%00)00%1-2%8)( '6377 &%2(7 -2 8,) %2( 40= 4%2)07 4VSTIVXMIW ERH WXVIWWIW 4P][SSH TVSTIVXMIW LEZI XVEHMXMSREPP] FIIR WITEVEXIP] XEFYPEXIH EW WIGXMSR TVSTIVXMIW ERH HIWMKR WXVIWWIW 8LIWI EVI SJ GSYVWI QYPXMTPMIH XSKIXLIV XS SFXEMR E GETEGMX] -R QER] GEWIW XLI VIWYPXMRK GETEGMX] [MPP FI UYMXI GSRWIV ZEXMZI (IWMKR WXVIWWIW EVI GSRWIVZE XMZIP] HIZIPSTIH XEOMRK MRXS EGGSYRX KVEHI JEGXSVW ERH QERYJEGXYVMRK JEG XSVW ERH XLIR XLI HEXE MW WXEXMWXMGEPP] EREP]^IH WYGL XLEX MX VITVIWIRXW XLI qPS[ IRHr SJ TSWWMFPI ZEPYIW 8LIWXVIWW MW XLIR JYVXLIV EHNYWXIH F] E PSEH JEGXSV SV EW WSQI GEPP MX E JEGXSV SJ WEJIX] %XXLIWEQIXMQIWIGXMSRTVSTIVXMIW EVI HIZIPSTIH JSV ZMVXYEPP] EPP TSWWMFPI PE]YT GSQFMREXMSRW SJ ZIRIIV XLMGORIWW ERH WTIGMIW 8LI PS[IWX TVSTIVX] ZEPYI JSV E KMZIR TERIP XLMGORIWW SV WTER VEX MRK MW XLIR GLSWIR JSV XEFYPEXMSR 8LI VIWYPXMRK GETEGMX] GSQFMRIW X[S EPVIEH] GSRWIVZEXMZI ZEPYIW -R XLI W XLMW TVSGIHYVI [EW PEVKIP] VITPEGIH F] HMVIGX TYFPMGEXMSR SJ TERIP GETEGMXMIW ,S[IZIV XLI WIGXMSR TVSTIVX] ERH HIWMKR WXVIWW XIGLRMUYI MW WXMPP YWIH SGGEWMSREPP] XS EREP]^I MRHMZMHYEP TP] [SSH PE]YT ZEVMEXMSRW 'ETEGMXMIW 4ERIP HIWMKR GETEGMXMIW PMWXIH MR 8EFPIW % ERH & EVI QMRMQYQ JSV KVEHI ERH WTER VEXMRK SV XLMGORIWW *SV 7XVYGXYVEP - TERIPW XLI XEFYPEXIH GETEGMXMIW WLEPP FI TIVQMXXIH XS FI QYP XMTPMIH F] XLI q7XVYGXYVEP - 1YPXMTPMIVr JEGXSVW KMZIR MR XLI FSXXSQ SJ IEGL TVSTIVX] XEFPI 7MRGI 8EFPI & KMZIW %4%8LI )RKMRIIVIH ;SSH%WWSGMEXMSR GETEGMXMIW JSV WERHIH TERIPW QEVOIH EW WTIGMIW +VSYT 8EFPI ' TVSZMHIW QYPXMTPMIVW JSV WERHIH TERIP GETEGMXMIW XLEX EVI MHIRXMJMIH EW WTIGMIW +VSYT SV 8LI XEFYPEXIH GETEGMXMIW EVI FEWIH SR HEXE JVSQ XIWXW SJ TERIPW FIEVMRK XLI %4% XVEHIQEVO 8S XEOI EHZERXEKI SJ XLIWI GETEGMXMIW ERH EHNYWXQIRXW XLI WTIGMJMIV QYWX MRWYVI XLEX XLI GSVVIGX TERIP MW YWIH MR XLI JMREP GSRWXVYGXMSR 4ERIP JPI\YVI JPEX TERIP FIRHMRK 4ERIP HIWMKR GETEGMXMIW VITSVXIH MR 8EFPIW%ERH&EVIFEWIHSRJPEX TERIP FIRHMRK EW QIEWYVIH F] XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH ' PEVKI TERIP XIWXMRK 7II*MKYVI 7XMJJRIWW )- 4ERIP FIRHMRK WXMJJRIWW MW XLI GETEGMX] XS VIWMWX HIJPIGXMSR ERH MW VITVIWIRXIH MR FIRHMRK IUYEXMSRW EW )- 8LI ) MW XLI QSHYPYW SJ IPEWXMGMX] SJ XLI QEXIVMEP ERH XLI - MW XLI QSQIRX SJ MRIVXME SJ XLI GVSWW WIGXMSR 9RMXW SJ )- EVI PFMR TIV JSSX SJ TERIP [MHXL 7XVIRKXL *F7 %PPS[EFPI FIRHMRK WXVIRKXL GETEGMX] MW XLI HIWMKR QE\MQYQ QSQIRX VIT VIWIRXIH MR FIRHMRK IUYEXMSRW EW *F7 8IVQW EVI XLI EPPS[EFPI I\XVIQI JMFIV WXVIWW SJ XLI QEXIVMEP *F ERHXLIWIG XMSR QSHYPYW 7 9RMXW SJ *F7EVIPFMR TIV JSSX SJ TERIP [MHXL 4ERIP E\MEP WXVIRKXL 8IRWMSR *X % %PPS[EFPI XIRWMSR GETEGMXMIW EVI VITSVXIH MR 8EFPIW % ERH & FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH & 8IRWMSR GETEGMX] MW KMZIR EW *X% [LIVI *X MW XLI EPPS[EFPI E\MEP XIRWMSR WXVIWW SJ XLI QEXIVMEP ERH % MW XLI EVIE SJ XLI GVSWW WIGXMSR 9RMXW SJ *X %EVIPFTIVJSSXSJ TERIP [MHXL 'SQTVIWWMSR *G% %PPS[EFPI GSQTVIWWMSR GETEGMXMIW EVI VITSVXIH MR 8EFPIW % ERH & FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH & 'SQTVIWWMSR GETEGMX] MW KMZIR EW *G% [LIVI *G MW XLI EPPS[EFPI E\MEP GSQTVIWWMSR WXVIWW SJ XLIQEXIVMEPERH%MWXLIEVIESJXLI GVSWW WIGXMSR 9RMXW SJ *G%EVIPFTIV JSSX SJ TERIP [MHXL %\MEP GSQTVIWWMSR WXVIRKXL MW MPPYWXVEXIH MR *MKYVI 4ERIP E\MEP WXMJJRIWW )% 4ERIP E\MEP WXMJJRIWW MW VITSVXIH MR 8EFPIW%ERH&FEWIHSRXIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH & %\MEP WXMJJRIWW MW XLI GETEGMX] XS VIWMWX E\MEP WXVEMR ERH MW VIT VIWIRXIH F] )% 8LI ) MW XLI E\MEP QSH YPYW SJ IPEWXMGMX] SJ XLI QEXIVMEP ERH % MW XLI EVIE SJ XLI GVSWW WIGXMSR 9RMXW SJ )% EVI PF TIV JSSX SJ TERIP [MHXL 7LIEV MR XLI TPERI SJ XLI TERIP *W?PF5A %PPS[EFPI WLIEV MR XLI TPERI SJ XLI TERIP SV MRXIVPEQMREV WLIEV WSQI XMQIWGEPPIHVSPPMRKWLIEVMRTP][SSH MW VITSVXIH MR 8EFPIW % ERH & FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 7LIEV WXVIRKXL MR XLI TPERI SJ XLI TERIP MW XLI GETEG MX] XS VIWMWX LSVM^SRXEP WLIEV FVIEOMRK PSEHW [LIR PSEHW EVI ETTPMIH SV HIZIP STIH SR STTSWMXI JEGIW SJ XLI TERIP EW XLI] EVI HYVMRK JPEX TERIP FIRHMRK 7II *MKYVI 8LI XIVQ *W MW XLI EPPS[EFPI QEXIVMEP WXVIWW [LMPI PF5 MW XLI TERIP GVSWW WIGXMSREP WLIEV GSRWXERX 9RMXW SJ *WPF5 EVI PF TIV JSSX SJ TERIP [MHXL 4ERIP WLIEV XLVSYKL XLI XLMGORIWW 4ERIP WLIEVXLVSYKLXLIXLMGORIWW GETEGMXMIW EVI VITSVXIH FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 7II*MKYVI 4ERIP WLIEV WXVIRKXL XLVSYKL XLI XLMGORIWW *ZXZ %PPS[EFPI WLIEV XLVSYKL XLI XLMGORIWW MW XLI GETEGMX] XS VIWMWX LSVM^SRXEP WLIEV FVIEOMRK PSEHW [LIR PSEHW EVI ETTPMIH SV HIZIPSTIH SR STTSWMXI IHKIW SJ XLI TERIP WYGL EW XLI] EVI MR ER -FIEQ ERHMWVITSVXIHMR8EFPIW%ERH&7II *MKYVI ;LIVI EHHMXMSREP WYTTSVX MW RSXTVSZMHIHXSTVIZIRXFYGOPMRKHIWMKR GETEGMXMIW MR 8EFPIW % ERH & EVI PMQMXIH XS WIGXMSRW JX SV PIWW MR HITXL (IITIV WIGXMSRW QE] VIUYMVI EHHMXMSREP VIHYGXMSRW 8LI XIVQ *Z MW XLI EPPS[EFPI WXVIWW SJ XLI QEXIVMEP [LMPI XZ MW XLI IJJIGXMZI TERIP XLMGORIWW JSV WLIEV 9RMXW SJ *ZXZ EVI PF TIV MRGL SJ WLIEVVIWMWXMRK TERIP PIRKXL *-+96) 7869'896%04%2)0-2&)2(-2+z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qRSVQEPHYVEXMSRSJPSEHr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i8LI)RKMRIIVIH ;SSH %WWSGMEXMSR*SV JMVIVIXEVHERX XVIEXIH TP][SSH EPP GETEGMXMIW ERH IRH YWI GSRHMXMSRW WLEPP FI MR EGGSVHERGI [MXL XLI VIGSQQIRHEXMSRW ERHSV QSHIP GSHI IZEPYEXMSR VITSVXW SJ XLI GSQTER] TVSZMHMRK XLI XVIEXMRK ERH VIHV]MRK WIVZMGI 4ERIP WM^I 7XVIRKXL GETEGMX] MR FIRHMRK ERH XIRWMSR EVI ETTVSTVMEXI JSV TERIPW MRGLIW ? QQA SV KVIEXIV MR [MHXL *SV TERIPW PIWW XLER MRGLIW ? QQA MR [MHXL YWIH MR ETTPMGEXMSRW [LIVI JEMPYVI GSYPH IRHERKIV LYQER PMJI XLI JSPPS[MRK EHNYWXQIRX WLEPP FI QEHI XS GETEGMX] \ MW XLI [MHXL SV HMQIRWMSR TIVTIRHMGYPEV XS XLI ETTPMIH WXVIWW ;LIR \ MW MRGLIW ? QQA SV KVIEXIV XLIR 'W ! ;LIR \ MW E QMRMQYQ SJ MRGLIW ? QQA XS E QE\MQYQ SJ MRGLIW ? QQA XLIR 'W !\ ;LIR \ MW PIWW XLER SV IUYEP XS MRGLIW ? QQA XLIR 'W ! 7MRKPI WXVMTW PIWW XLER MRGLIW ? QQA [MHI YWIH MR WXVIWWIH ETTPMGEXMSRW WLEPPFIGLSWIRWYGLXLEXXLI]EVIVIPE XMZIP] JVII SJ WYVJEGI HIJIGXW 8%&0) ' 1908-40-)67 *36 7%2()( +6394 %2( 40=;33( ()7-+2 '%4%'-8-)7 7TIGMIW +VSYT %% %' 1EVMRI 3XLIV 4%2)0 &)2(-2+ 78-**2)77 )- PFMR JX SJ TERIP [MHXL 2% 2% 2% 4%2)0 &)2(-2+ 786)2+8, *F7 PFMRJX SJ TERIP [MHXL 2% 2% 2% 4%2)0 %<-%0 8)27-32 *X%PFJXSJTERIP[MHXL 2% 2% 2% 4%2)0 %<-%0 '3146)77-32 *G%PFJXSJTERIP[MHXL 2% 2% 2% 4%2)0 %<-%0 78-**2)77 )% PFJX SJ TERIP [MHXL 2% 2% 2% 4%2)0 7,)%6 -2 8,) 40%2) *WPF5 PFJX SJ TERIP [MHXL 2% 2% 2% 4%2)0 6-+-(-8= 8,639+, 8,) 8,-'/2)77 +ZXZ PFMR SJ TERIP HITXL 2% 2% 2% 4%2)0 7,)%6 8,639+, 8,) 8,-'/2)77 *ZXZPFMR SJ WLIEVVIWMWXMRK TERIP PIRKXL 2% 2% 2% %PWS EHHMXMSREP TERIP IHKI WYTTSVX MW VIGSQQIRHIH MR ETTPMGEXMSRW WYFNIGX XS [EPOMRK PSEHW WYGL EW JPSSV SV VSSJ WLIEXLMRK 7IGXMSR TVSTIVXMIW ;LIVI VIUYMVIH KISQIXVMG GVSWW WIGXMSREP TVSTIVXMIW QE] FI GEPGYPEXIH F] EWWYQMRK E YRMJSVQ VIGXERKYPEV GVSWW WIGXMSR MR GSRNYRGXMSR [MXL RSQM REP TERIP XLMGORIWW KMZIR MR 8EFPI 'SQTYXIH VIGXERKYPEV KISQIXVMG TVSTIVXMIW SR E TIVJSSXSJTERIP[MHXL FEWMW EVI TVSZMHIH MR 8EFPI 7MQMPEVP] [LIVI HIWMKR WXVIWW MW VIUYMVIH HIWMKR GETEGMX] QE] FI HMZMHIH F] XLI ETTPMGEFPI VIGXERKYPEV WIGXMSRTVSTIVX]MR8EFPI %4% 8LI)RKMRIIVIH ;SSH%WWSGMEXMSR 8%&0) 231-2%0 8,-'/2)77 &= 74%2 6%8-2+ 8LI RSQMREP XLMGORIWW MW KMZIR 8LI TVIHSQMRERX XLMGORIWW JSV IEGL WTER VEXMRK MW LMKLPMKLXIH MR FSPH X]TI 7TER 2SQMREP 8LMGORIWW MR 6EXMRK %4% 6EXIH 7LIEXLMRK %4% 6EXIH 7XYVH-*PSSV SG SG SG SG SG 2SXI MRGL ! QQ 8%&0) 4%2)0 7)'8-32 4634)68-)7 E 2SQMREP 2SQMREP 1SQIRX SJ 7IGXMSR 7XEXMGEP 7LIEV 4ERIP %TTVS\MQEXI 8LMGORIWW %VIE -RIVXME 1SHYPYW 1SQIRX 'SRWXERX 8LMGORIWW ;IMKLX F X%-75PF5 MR TWJ MR MR JX MR JX MR JX MR JX MR JX 2SXIMRGL!QQTWJ!OKQMRJX [MHXL ! QQ Q [MHXL MR JX [MHXL ! QQ Q [MHXL MR JX [MHXL ! \ QQQ [MHXL E 4VSTIVXMIW FEWIH SR VIGXERKYPEV GVSWW WIGXMSR SJ JX [MHXL F %TTVS\MQEXI TP][SSH [IMKLX JSV GEPGYPEXMRK EGXYEP HIEH PSEHW *SV 37&TERIPW MRGVIEWI XEFYPEXIH [IMKLXW F] %4%8LI )RKMRIIVIH ;SSH%WWSGMEXMSR 9RMJSVQ PSEH GSQTYXEXMSRW 'SQTYXEXMSR SJ YRMJSVQPSEH GETEGMX] SJ [SSH WXVYGXYVEP TERIPW WLEPP FI EW SYX PMRIH MR XLMW WIGXMSR JSV WYGL ETTPMGEXMSRW EW VSSJW JPSSVW ERH [EPPW 8LI HIWMKR GETEGMXMIW EVI WYFNIGX XS EHNYWXQIRX EW WTIGMJMIH IEVPMIV MR XLMW HSGYQIRX 8LVII FEWMG WTER GSRHMXMSRW EVI TVI WIRXIH JSV GSQTYXMRK YRMJSVQPSEH GETEGMXMIW SJ [SSH WXVYGXYVEP TERIPW *SV RSVQEP JVEQMRK TVEGXMGI ERH E WXERHEVH TERIP WM^I \ JX ? \ QQA %4% LEW YWIH XLI JSPPS[ MRK EWWYQTXMSRW MR GSQTYXMRK VIGSQ QIRHEXMSRW JSV PSEHWTER XEFPIW ;LIR XLI TERIP WXVIRKXL E\MW MW EGVSWW TIV TIRHMGYPEV XS XLI WYTTSVXW XLI XLVII WTER GSRHMXMSR MW EWWYQIH JSV WYTTSVX WTEGMRK YT XS ERH MRGPYHMRK MRGLIW ? QQA 8LI X[SWTER GSRHMXMSR MW EWWYQIH JSV WYTTSVX WTEGMRK KVIEXIV XLER MRGLIW ? QQA ;LIR XLI TERIP WXVIRKXL E\MW MW TPEGIH TEVEPPIP XS XLI WYTTSVXW XLI XLVII WTER GSRHMXMSR MW EWWYQIH JSV WYTTSVX WTEGMRK YT XS ERH MRGPYHMRK MRGLIW ? QQA XLI X[SWTER GSRHMXMSR MW EWWYQIH [LIR XLI WYTTSVX WTEGMRK MW KVIEXIV XLER MRGLIW ? QQA YT XS MRGLIW ? QQA ERH E WMRKPI WTER MW EWWYQIH JSV WTERW KVIEXIV XLER MRGLIW ? QQA 8S MRGPYHI XLI IJJIGXW SJ WYTTSVX [MHXL MR HIJPIGXMSR ERH WLIEV WXVIRKXL GEP GYPEXMSRW X[SMRGLRSQMREP ? QQA PYQFIV JVEQMRK MW EWWYQIH JSV WYT TSVXWTEGMRKWPIWWXLERMRGLIW? QQA *SYVMRGLRSQMREP ? QQA PYQFIV JVEQMRK MW EWWYQIH JSV WYT TSVX WTEGMRK SJ MRGLIW ? QQA SV KVIEXIV 8LI IUYEXMSRW TVIWIRXIH MR XLMW WIGXMSR EVI WXERHEVH FIEQ JSVQYPEW EPXIVIH XS EGGITX XLI QM\IH YRMXW RSXIH 8LIWI JSVQYPEW EVI TVSZMHIH JSV GSQTYXMRK YRMJSVQ PSEHW SR [SSH WXVYGXYVEP TER IPW SZIV GSRZIRXMSREP PYQFIV JVEQMRK &IGEYWI MX MW EWWYQIH XLEX RS FPSGOMRK MW YWIH XLI JSVQYPEW EVI JSV SRI[E] qFIEQrEGXMSRVEXLIVXLERX[S[E] qTPEXIrEGXMSR8LIVIWYPXMRKPSEHWEVI EWWYQIHXSFIETTPMIHXSJYPPWM^IHTER IPW MR WXERHEVH WLIEXLMRKX]TI ETTPMGE XMSRW 0SEHW EVI JSV XLI TERIPW SRP] ERH MR RS [E] EGGSYRX JSV XLI HIWMKR SJ XLI JVEQMRK WYTTSVXW *YVXLIV GSRWMHIV EXMSR WLSYPH FI KMZIR XS GSRGIRXVEXIH PSEHW MR GSQTPMERGI [MXL PSGEP FYMPH MRK GSHIW ERH [MXL QE\MQYQ WTER VIG SQQIRHEXMSRW SJ %4%i8LI)RKMRIIVIH ;SSH %WWSGMEXMSR 9RMJSVQ PSEHW FEWIH SR FIRHMRK WXVIRKXL 8LI JSPPS[MRK JSVQYPEW WLEPP FI YWIH JSV GSQTYXMRK PSEHW FEWIH SR HIWMKR FIRHMRK WXVIRKXL GETEGMX] *F7 *SV E WMRKPI WTER [F ! *F7 *SV E X[SWTER GSRHMXMSR [F ! *F7 *SV E XLVIIWTER GSRHMXMSR [F ! *F7 ;LIVI [F !YRMJSVQPSEHFEWIHSRFIRHMRK WXVIRKXL TWJ *F7 ! HIWMKR FIRHMRK WXVIRKXL GETEGMX] PFMRJX ! WTER MR GIRXIVXSGIRXIV SJ WYTTSVXW 9RMJSVQ PSEHW FEWIH SR WLIEV WXVIRKXL 8LI JSPPS[MRK JSVQYPEW WLEPP FI YWIH JSV GSQTYXMRK PSEHW FEWIH SR HIWMKR WLIEV WXVIRKXL GETEGMX] *W?PF5A *SV E WMRKPI WTER [W ! *WPF5 *SV E X[SWTER GSRHMXMSR [W ! *WPF5 *SV E XLVIIWTER GSRHMXMSR [W ! *WPF5 ;LIVI [W !YRMJSVQPSEHFEWIHSRWLIEV WXVIRKXL TWJ *WPF5 !HIWMKRWLIEVWXVIRKXL GETEGMX] PFJX ! GPIEV WTER MR GIRXIVXSGIRXIV SJ WYTTSVXW QMRYW WYTTSVX [MHXL 9RMJSVQ PSEHW FEWIH SR HIJPIG XMSR VIUYMVIQIRXW 8LI JSPPS[MRK JSVQYPEW WLEPP FI YWIH JSV GSQTYXMRK HIJPIGXMSR YRHIV YRM JSVQ PSEH SV EPPS[EFPI PSEHW FEWIH SR HIJPIGXMSR VIUYMVIQIRXW *SV E WMRKPI WTER [ ! )- *SV E X[SWTER GSRHMXMSR [ ! )- *SV E XLVIIWTER GSRHMXMSR [ ! )- ;LIVI ! HIJPIGXMSR MR [ ! YRMJSVQ PSEH TWJ )- ! HIWMKR FIRHMRK WXMJJRIWW GETEGMX] PFMRJX !GPIEVWTER7;MR 7; ! WYTTSVX[MHXL JEGXSV IUYEP XS MRGL ? QQA JSV X[SMRGL RSQMREP ? QQA PYQFIV JVEQMRK ERH MRGL ? QQA JSV JSYVMRGLRSQM REP ? QQA PYQFIV JVEQMRK %4% 8LI)RKMRIIVIH ;SSH%WWSGMEXMSR 9RMJSVQ PSEH *SVYRMJSVQPSEHFEWIHSREHIJPIGXMSR VIUYMVIQIRX GSQTYXI FIRHMRK HIJPIG XMSR [MXL E YRMJSVQ PSEH [ IUYEP XS SRI TWJ 8LI EPPS[EFPI YRMJSVQ PSEH FEWIH SR XLI EPPS[EFPI HIJPIGXMSR MW XLIR GSQTYXIH EW [H !EPP ;LIVI [H ! YRMJSVQ PSEH FEWIH SR HIJPIGXMSR TWJ EPP! EPPS[EFPI HIJPIGXMSR MR (IWMKR I\EQTPIW WLS[MRK YWI SJ GETEGMX] XEFPIW 2SXI -R XLIWI I\EQTPIW TERIP X]TI ERH GSRWXVYGXMSR EVI WIPIGXIH JSV MPPYWXVEXMZI TYVTSWIW 2SVQEPP] WTIGMJMGEXMSR MW F] KVEHI ERH WTER VEXMRK [MXLSYX VIKEVH XS TERIP X]TI ERH GEPGYPEXMSRW WLSYPH EWWYQI XLI PS[IWX GETEGMXMIW ETTPMGEFPI XS EZEMPEFPI X]TIWERHGSRWXVYGXMSRWEWKMZIRMR8EFPI JSV XLI WTIGMJMIH WTER VEXMRK )\EQTPIi'SRZIRXMSREPVSSJ % TP] TP][SSH TERIP XVEHIQEVOIH %4% 6EXIH 7XYVH-*PSSV SG [MXL XSRKYIERHKVSSZI IHKIW [EW MREHZIV XIRXP] MRWXEPPIH SZIV MRRSQMREP ? QQA VSSJ WYTTSVXW MR ? QQA SR GIRXIV 8LI PSRK HMQIRWMSR WXVIRKXL E\MW SJ XLI TERIP [EW TPEGIH TIVTIRHMG YPEV XS WYTTSVXW 8LI PSGEP FYMPHMRK GSHI VIUYMVIW XLEX XLI TERIP WYTTSVX E TWJ ? 2Q AWRS[PSEH &IRHMRK 7XVIRKXL *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW PSRK TERIP HMQIRWMSR TIVTIRHMGYPEV XS WYT TSVXW LEW E FIRHMRK WXVIRKXL GETEGMX] *F7 SJ PFMRJX ? 2 QQA 8LMW GETEGMX] MW EHNYWXIH F] E HYVEXMSRSJPSEH JEGXSV '( SJWII *VSQE X[SWTER GSRHMXMSR MW EWWYQIH [F ! *F7 ! \ \ !TWJ?2QA 7LIEV 7XVIRKXL MR XLI 4PERI *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW LEW WLIEV WXVIRKXL MR XLI TPERI *W?PF5A SJ PFJX ? 2QA 8LMW GETEGMX] MW EHNYWXIH F] E HYVEXMSRSJPSEH JEGXSV '( SJ WII [W ! *WPF5 ! \ i !TWJ?2QA &IRHMRK 7XMJJRIWW *VSQ 8EFPI % E 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XSXLIWXVIRKXLE\MWLEWEHV]WXMJJRIWW GETEGMX] )- SJ PFMR JX ? 2QQA 8LI HIJPIGXMSR PMQMX JSV PMZI PSEH MW [ ! )- !i \ !\MR [H !EPP! \ !TWJ?2QA &IRHMRK WXVIRKXL GSRXVSPW TVSZMHIW XLI PS[IWX GETEGMX] JSV XLMW ETTPMGEXMSR 8LI FIRHMRK WXVIRKXL GETEGMX] SJ TWJ ? 2Q A VITVIWIRXW XSXEP PSEH JVSQ[LMGLHIEHPSEHMWWYFXVEGXIHXS EVVMZI EX PMZI PSEH GETEGMX] 8LI FIRH MRK WXMJJRIWW GETEGMX] SJ TWJ ? 2QA VITVIWIRXW PMZI PSEH SRP] ,IVI MJ HIEH PSEH TERIP [IMKLX TPYW VSSJMRK MW RS QSVI XLER TWJ ? 2Q A XLI TWJ ? 2Q A WRS[ PSEH GETEGMX] MW EGLMIZIH 8LI XSRKYIERHKVSSZI IHKIW TVSZMHI VIUYMVIH IHKI WYTTSVXW )\EQTPIi4ERIPM^IHVSSJ %R SVMIRXIH WXVERH FSEVH 37& TERIP XVEHIQEVOIH %4% 7XVYGXYVEP - 6EXIH 7LIEXLMRK MW XS FI YWIH MR E TER IPM^IH VSSJ W]WXIQ SZIV MRRSQMREP ? QQA JVEQMRK QIQFIVW MR ? QQA SR GIRXIV 8LI PSRK TERIP HMQIR WMSR WXVIRKXL E\MW SJ XLI TERIP [MPP FI TPEGIH TEVEPPIP XS WYTTSVXW &IRHMRK 7XVIRKXL *VSQ 8EFPI % ER 37& 6EXIH 7LIEXLMRK TERIP [MXL WXVIWW ETTPMIH TIVTIRHMGYPEV XS WXVIRKXL E\MW PSRK TERIP HMQIRWMSR TEVEPPIP XS WYT TSVXW LEW E FIRHMRK WXVIRKXL GETEGMX] *F7 IUYEPXSPFMRJX?2Q QA 8LMW GETEGMX] MW EHNYWXIH F] E QYP XMTPMIV SJ JSV 37& 7XVYGXYVEP - ERH F] E HYVEXMSRSJPSEH JEGXSV '( SJ WII 8LMW HYVEXMSRSJPSEH JEGXSV MW RSVQEPP] EWWSGMEXIH [MXL WRS[ PSEHW JSV VSSJ WXVYGXYVIW *VSQ E X[S WTER GSRHMXMSR MW EWWYQIH [F ! *F7 !\\ ! TWJ ? 2Q A 7LIEV 7XVIRKXL MR XLI 4PERI *VSQ 8EFPI % ER 37& 6EXIH 7LIEXLMRK TERIP [MXL WXVIWW ETTPMIH TIVTIRHMGYPEV XS WXVIRKXL E\MW LEW WLIEV WXVIRKXL MR XLI TPERI *W?PF 5A SJ PFJX ? 2QA 8LMW GETEG MX] MW EHNYWXIH F] E QYPXMTPMIV SJ JSV 37& 7XVYGXYVEP - ERH F] E HYVEXMSRSJ PSEH JEGXSV '( SJ WII [W ! *WPF5 ! \ \ i ! TWJ ? 2Q A %4%8LI )RKMRIIVIH ;SSH%WWSGMEXMSR &IRHMRK 7XMJJRIWW *VSQ 8EFPI % ER 37& 6EXIH 7LIEXLMRK TERIP [MXL WXVIWW ETTPMIH TIVTIR HMGYPEV XS WXVIRKXL E\MW LEW E HV] WXMJJ RIWW GETEGMX] )- SJ PFMR JX ? 2 Q QA 8LMW GETEGMX] MW EHNYWXIH F] E QYPXMTPMIV SJ JSV 37& 7XVYGXYVEP - 8LI HIJPIGXMSR PMQMX JSV PMZI PSEH MW [ ! )- i ! \ \ !\MR [H !EPP! \ !TWJ?2QA )\EQTPIi*PSSV % TP] TP][SSH TERIP QEVOIH %4% 6EXIH 7XYVH-*PSSV SG MW XS FI YWIH MR E JPSSV W]WXIQ SZIV WYTTSVXW MR ? QQA SR GIRXIV 8LI TERIPW [MPP FI TPEGIH [MXL XLI PSRK TERIP HMQIRWMSR WXVIRKXL E\MW TIVTIRHMGYPEV XS WYT TSVXW 7YTTSVXW EVI MRRSQMREP ? QQA JVEQMRK QIQFIVW 8LI GETEGMX] SJ XLI TERIP [MPP FI GSQTYXIH FEWIH SR FIRHMRK WXVIRKXL WLIEV WXVIRKXL MR XLI TPERI ERH FIRHMRK WXMJJRIWW &IRHMRK 7XVIRKXL *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW PSRK TERIP HMQIRWMSR TIVTIRHMGYPEV XS WYTTSVXW LEW E FIRHMRK WXVIRKXL GETEGMX] *F7 SJ PFMRJX ? 2 QQA *VSQ E XLVIIWTER GSRHM XMSR MW EWWYQIH [F ! *F7 ! \ !TWJ?2QA 7LIEV 7XVIRKXL MR XLI 4PERI *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW LEW WLIEV WXVIRKXL MR XLI TPERI *W?PF5A IUYEP XS PFJX ? 2QA [W ! *WPF5 ! \ i ! TWJ ? 2Q A &IRHMRK 7XMJJRIWW *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW LEW E HV] WXMJJRIWW GETEGMX] )- SJ PFMRJX ? 2 Q QA 8LI HIJPIG XMSR PMQMX JSV PMZI PSEH MW [ ! )- i ! \ \ !\MR [H !EPP! \ ! TWJ ? 2Q A ;LMPI XLI EFSZI GEPGYPEXMSRW [SYPH MRHMGEXI XLEX XLMW 7XYVH-*PSSV GSR WXVYGXMSRLEWEPMZIPSEHGETEGMX]SJ TWJ?2QA PMQMXIH F] FIRH MRK WXMJJRIWW MX MW MQTSVXERX XS RSXI XLEX WSQI WXVYGXYVEP TERIP ETTPMGEXMSRW EVI RSX GSRXVSPPIH F] YRMJSVQ PSEH 6IWMHIRXMEP JPSSVW GSQQSRP] HIWMKRIH JSV TWJ ? 2Q APMZIPSEHEVIE KSSH I\EQTPI 8LI GEPGYPEXIH EPPS[EFPI PSEH MW KVIEXP] MR I\GIWW SJ XLI X]TM GEP HIWMKR PSEH 8LMW I\GIWW HSIW RSX QIER XLEX JPSSV WTERW JSV 7XYVH-*PSSV GER FI MRGVIEWIH FYX SRP] XLEX XLIVI MW GSRWMHIVEFPI VIWIVZI WXVIRKXL ERH WXMJJ RIWW JSV YRMJSVQ PSEHW 6IGSQQIRHIH QE\MQYQ WTERW JSV [SSH WXVYGXYVEP TERIPJPSSVWEVIFEWIHSRHIJPIGXMSR YRHIV GSRGIRXVEXIH PSEHW LS[ XLI JPSSV qJIIPWr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i8LI)RKMRIIVIH;SSH%WWSGMEXMSR 8EGSQE ;% 1IXLSHW SJ 8IWXMRK 7XVYGXYVEP 4ERIPW MR *PI\YVI%781 ( %QIVMGER 7SGMIX] JSV 8IWXMRK ERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 7XVYGXYVEP 4ERIPW MR 8IRWMSR%781 ( %QIVMGER 7SGMIX] JSV 8IWXMRK ERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 8IWXMRK 7XVYGXYVEP 4ERIPW MR 'SQTVIWWMSR%781 ( %QIVMGER 7SGMIX] JSV 8IWXMRK ERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 7XVYGXYVEP 4ERIPW MR 4PEREV 7LIEV 6SPPMRK 7LIEV %781 ( %QIVMGER7SGMIX]JSV8IWXMRKERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 7XVYGXYVEP 4ERIPW MR 7LIEV 8LVSYKLXLI8LMGORIWW%781 ( %QIVMGER7SGMIX]JSV8IWXMRKERH 1EXIVMEPW 4LMPEHIPTLME 4% 6IPEXMSR SJ 7XVIRKXL SJ ;SSH XS (YVEXMSR SJ 0SEH6ITSVX *40 6 97(% *SVIWX 4VSHYGXW 0EFSVEXSV] 1EHMWSR ;- 4P][SSHi4VIWIVZEXMZI8VIEXQIRX F] 4VIWWYVI 4VSGIWW%;4% 7XERHEVH ' %QIVMGER ;SSH4VIWIVZIVWt %WWSGMEXMSR +VERFYV] 8< *MVI6IXEVHERX8VIEXIH 4P][SSH 8IGLRMGEP &YPPIXMR 8&%4%i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z8,))2+-2))6)(;33(%773'-%8-32 ,)%(59%68)67 7S XL 7X8EGSQE ;EWLMRKXSR *E\ 463(9'8 7944368 ,)04 ()7/ )QEMP %HHVIWW LIPT$ETE[SSHSVK *SVQ 2S ('6IZMWIH *IFVYEV] Submittal Job # 2019-030R Date Sent:10/24/2019 Oxoboxo Lofts Date Due:10/31/2019 Rough Carpentry - 06100 Submittal Title Sheathing-3 Type 23/32" T&G C/D Plywood 24" oc Exp (PT) Intended Use Subfloor Sheathing @ Bldg J Notes To be treated (see Misc-1) Contractor's Stamp Architect's Stamp Engineer's Stamp Shawnlee Construction, LLC. 74A Taunton St., Plainville, MA 02762. Tel:508-695-8033 www.ufpi.com 4ERIP (IWMKR 7TIGMwGEXMSR )RKMRIIVIH [SSH TVSHYGXW EVI E KSSH GLSMGI JSV XLI IRZMVSRQIRX8LI] EVI QERYJEGXYVIH JSV ]IEVW SJ XVSYFPIJVII HITIRHEFPI YWI 8LI] LIPT VIHYGI [EWXI F] HIGVIEWMRK HMWTSWEP GSWXW ERH TVSHYGX HEQEKI ;SSH MW E VIRI[EFPI VIG]GPEFPI FMSHIKVEHEFPI VIWSYVGI XLEX MW IEWMP] QERYJEGXYVIH MRXS E ZEVMIX] SJ ZMEFPI TVSHYGXW % JI[ JEGXW EFSYX [SSH ;ItVI KVS[MRK QSVI [SSH IZIV] HE]*SVIWXW JYPP] GSZIV SRIXLMVH SJ XLI 9RMXIH 7XEXIWt ERH SRILEPJ SJ 'EREHEtW PERH QEWW %QIVMGER PERHS[RIVW TPERX QSVI XLER X[S FMPPMSR XVIIW IZIV] ]IEV -R EHHMXMSR QMPPMSRW SJ XVIIW WIIH REXYVEPP] 8LI JSVIWX TVSHYGXW MRHYWXV] [LMGL GSQTVMWIW EFSYX TIVGIRX SJ JSVIWXPERH S[RIVWLMT MW VIWTSRWMFPI JSV TIVGIRX SJ VITPERXIH JSVIWX EGVIEKI 8LEX [SVOW SYX XS QSVI XLER SRI FMPPMSR XVIIW E ]IEV SV EFSYX XLVII QMPPMSR XVIIW TPERXIH IZIV] HE] 8LMW LMKL VEXI SJ VITPERXMRK EGGSYRXW JSV XLI JEGX XLEX IEGL ]IEV TIVGIRX QSVI XMQFIV MW KVS[R XLER MW LEVZIWXIH 'EREHEtW VITPERXMRK VIGSVH WLS[W E JSYVJSPH MRGVIEWI MR XLI RYQFIV SJ XVIIW TPERXIH FIX[IIR ERH 0MJI ']GPI %WWIWWQIRX WLS[W [SSH MW XLI KVIIRIWX FYMPHMRK TVSHYGX% 'SRWSVXMYQ JSV 6IWIEVGL SR 6IRI[EFPI -RHYWXVMEP 1EXIVMEPW '366-1 WXYH] KEZI WGMIRXMJMG ZEPMHEXMSR XS XLI WXVIRKXL SJ [SSH EW E KVIIRFYMPHMRKTVSHYGX-RI\EQMRMRKFYMPHMRKTVSHYGXWtPMJIG]GPIWiJVSQ I\XVEGXMSRSJXLIVE[QEXIVMEPXSHIQSPMXMSRSJXLIFYMPHMRKEXXLIIRHSJMXW PSRKPMJIWTERi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tWXLIREXYVEPGLSMGIJSVXLIIRZMVSRQIRX JSVHIWMKRERHJSVWXVSRKPEWXMRKGSRWXVYGXMSR ;33( 8LI 2EXYVEP 'LSMGI 4IVGIRX SJ 4IVGIRX SJ 1EXIVMEP 4VSHYGXMSR )RIVK] 9WI ;SSH 7XIIP %PYQMRYQ 238-') 8LI VIGSQQIRHEXMSRW MR XLMW TERIP HIWMKR WTIGMJMGEXMSR ETTP] SRP] XS TVSHYGXW XLEX FIEV XLI %4% XVEHIQEVO 3RP] TVSHYGXW FIEVMRK XLI %4% XVEHIQEVO EVI WYFNIGX XS XLI%WWSGMEXMSRv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JMRHMRKW GSRGPYWMSRW SV VIGSQQIRHEXMSRW MRGPYHIH MR XLMW TYFPMGEXMSR 'SRWYPX ]SYV PSGEP NYVMWHMGXMSR SV HIWMKR TVSJIWWMSREP XS EWWYVI GSQTPMERGI [MXL GSHI GSRWXVYGXMSR ERH TIVJSVQERGI VIUYMVIQIRXW &IGEYWI %4% LEW RS GSRXVSP SZIV UYEPMX] SJ [SVOQERWLMT SV XLI GSRHMXMSRW YRHIV [LMGL IRKMRIIVIH [SSH TVSH YGXW EVI YWIH MX GERRSX EGGITX VIWTSRWMFMPMX] JSV TVSH YGX TIVJSVQERGI SV HIWMKRW EW EGXYEPP] GSRWXVYGXIH 8IGLRMGEP 7IVZMGIW (MZMWMSR %4% i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tX ZEV] QYGL JVSQ QMPP XS QMPP 8S TVSHYGI TERIPW YRHIV TVIWGVMTXMZI WXERHEVHWEQMPPYWIH[SSHSJEGIV XEMR WTIGMIW TIIPIH MX XS ZIRIIV SJ E TVIWGVMFIH XLMGORIWW XLIR KPYIH XLI ZIRIIVW XSKIXLIV MR E TVIWGVMFIH QER RIV YWMRK ETTVSZIH EHLIWMZIW %W XIGLRSPSK] GLERKIH QMPPW WXEVXIH YWMRK E FVSEHIV VERKI SJ WTIGMIW ERH HMJJIVIRX QERYJEGXYVMRK XIGLRMUYIW ;MXL XLI HIZIPSTQIRX SJ 97 4VSHYGX 7XERHEVH 47 JSV 7SJX[SSH 4P][SSHi'SRWXVYGXMSR -RHYWXVMEP XLVII I\MWXMRK TP][SSH WXERHEVHW [IVI GSQFMRIH MRXS SRI %RH JSV XLI JMVWX XMQI WTER VEXMRKW JSV GSRWXVYGXMSR YWIW [IVI MRGSVTSVEXIH MRXS XLI WXERHEVH 8LI WTER VEXMRK GSRGITX [SYPH PEXIV FI YWIH EW E FEWMW JSV XLI HIZIPSTQIRX SJ TIVJSVQERGI WXERHEVHW %XXLIWEQIXMQIXLIVI[EWEKVS[MRK RIIH XS MRGVIEWI IJJMGMIRX YWI SJ JSVIWX VIWSYVGIW ;SVOMRK MR GSSTIVEXMSR [MXL XLI97*SVIWX7IVZMGIXLI%QIVMGER 4P][SSH %WWSGMEXMSR %4% RS[%4%i 8LI )RKMRIIVIH ;SSH %WWSGMEXMSR XIWXIH TERIPW QERYJEGXYVIH [MXL E GSVI SJ GSQTVIWWIH [SSH WXVERHW ERH XVEHM XMSREP [SSH ZIRIIV SR XLI JEGI ERH FEGO JSV YWI MR WXVYGXYVEP ETTPMGEXMSRW &] YWMRK GSVIW GSQTSWIH SJ [SSH WXVERHW QERYJEGXYVIVW[IVIEFPIXSQEOIQSVI IJJMGMIRX YWI SJ XLI [SSH VIWSYVGI ERH YWIEFVSEHIVVERKISJWTIGMIW8LIWI TERIPW EVI GEPPIH GSQTSWMXI TERIPW -R XLI GSYVWI SJ XLI VIWIEVGL SR GSQ TSWMXI TERIPW TIVJSVQERGI WXERHEVHW [IVI HIZIPSTIH XLEX PIH XS E W]WXIQ SJ TIVJSVQERGI VEXIH TERIPW 7SSR QER YJEGXYVIVW [IVI QEOMRK [SSH WXVYG XYVEP TERIPW GSQTSWIH IRXMVIP] SJ [SSH WXVERHW 1SWX GYVVIRX TVSHYGXMSR SJ XLIWI TERIPW MRXIRHIH JSV YWI MR WXVYG XYVEP ETTPMGEXMSRW MW VIJIVVIH XS EW SVM IRXIHWXVERHFSEVHSV37& 4P][SSH 4P][SSH MW XLI SVMKMREP [SSH WXVYGXYVEP TERIP -X MW GSQTSWIH SJ XLMR WLIIXW SJ ZIRIIVSVTPMIWEVVERKIHMRPE]IVWXS JSVQ E TERIP 4P][SSH EP[E]W LEW ER SHH RYQFIV SJ PE]IVW IEGL SRI GSRWMWX MRK SJ SRI SV QSVI TPMIW SV ZIRIIVW -R TP][SSH QERYJEGXYVI E PSK MW XYVRIH SR E PEXLI ERH E PSRK ORMJI FPEHI TIIPW XLI ZIRIIV 8LI ZIRIIVW EVI GPMTTIH XS E WYMXEFPI [MHXL HVMIH KVEHIH ERH VITEMVIH MJ RIGIWWEV] 2I\X XLI ZIRIIVW EVIPEMHYTMRGVSWWPEQMREXIHPE]IVW 7SQIXMQIW E PE]IV [MPP GSRWMWX SJ X[S SV QSVI TPMIW [MXL XLI KVEMR VYRRMRK MR XLI WEQI HMVIGXMSR FYX XLIVI [MPP EP[E]W FI ER SHH RYQFIV SJ PE]IVW [MXL XLI JEGI PE]IVW X]TMGEPP] LEZMRK XLI KVEMR SVMIRXIH TEVEPPIP XS XLI PSRK HMQIRWMSR SJ XLI TERIP 1SMWXYVIVIWMWXERX EHLIWMZI MW ETTPMIH XS XLI ZIRIIVW XLEX EVI XS FI PEMH YT 0EMH YT ZIRIIVW EVI XLIR TYX MR E LSX TVIWW [LIVI XLI] EVI FSRHIH XS JSVQ TERIPW ;SSH MW WXVSRKIWX EPSRK MXW KVEMR ERH WLVMROW ERH W[IPPW QSWX EGVSWW XLI KVEMR &] EPXIVREXMRK KVEMR HMVIGXMSR FIX[IIR EHNEGIRX PE]IVW WXVIRKXL ERH WXMJJRIWW MR FSXL HMVIGXMSRW EVI QE\M QM^IH ERH WLVMROMRK ERH W[IPPMRK EVI QMRMQM^IH MR IEGL HMVIGXMSR 3VMIRXIH WXVERH FSEVH 4ERIPW QERYJEGXYVIH SJ GSQTVIWWIH [SSH [EJIVW SV WXVERHW LEZI FIIR QEV OIXIH[MXLWYGLREQIWEW[EJIVFSEVH ERHSVMIRXIHWXVERHFSEVH8SHE]ZMV XYEPP] EPP QEXJSVQIH [SSH WXVYGXYVEP TERIPW EVI QERYJEGXYVIH [MXL SVM IRXIH WXVERHW SV SVMIRXIH [EJIVW ERH EVIGSQQSRP]GEPPIHSVMIRXIHWXVERH FSEVH 37& 37&MWGSQTSWIHSJGSQTVIWWIHWXVERHW EVVERKIH MR PE]IVW YWYEPP] XLVII XS JMZI SVMIRXIH EX VMKLX ERKPIW XS SRI ERSXLIV ERH FSRHIH YRHIV LIEX ERH TVIWWYVI [MXL E QSMWXYVIVIWMWXERX EHLIWMZI 8LI SVMIRXEXMSR SJ WXVERHW MRXS HMVIGXMSREP PE]IVW EGLMIZIW XLI WEQI EHZERXEKIW SJ GVSWWPEQMREXIH ZIRIIVW MR TP][SSH 7MRGI [SSH MW WXVSRKIV EPSRK XLI KVEMR XLI GVSWWPEQMREXMSR HMWXVMFYXIW [SSHtW REXYVEPWXVIRKXLMRFSXLHMVIGXMSRWSJ XLI TERIP ;LIXLIV E TERIP MW GSQ TSWIH SJ WXVERHW SV [EJIVW QSWX QERY JEGXYVIVW SVMIRX XLI QEXIVMEP XS EGLMIZI QE\MQYQ TIVJSVQERGI %4%8LI)RKMRIIVIH ;SSH %WWSGMEXMSR 1SWX 37& WLIEXLMRK TERIPW LEZI E RSR WOMH WYVJEGI SR SRI WMHI JSV WEJIX] SR XLI GSRWXVYGXMSR WMXI TEVXMGYPEVP] [LIR YWIH EW WLIEXLMRK SR TMXGLIH VSSJW 'SQTSWMXI TERIPW '3140=MW ER %4% TVSHYGX REQI JSV GSQTSWMXI TERIPW XLEX EVI QERYJEG XYVIHF]FSRHMRKPE]IVWSJ[SSHJMFIVW FIX[IIR [SSH ZIRIIV &] GSQFMRMRK VIGSRWXMXYXIH [SSH JMFIVW [MXL GSRZIR XMSREP ZIRIIV '3140= TERIPW EPPS[ JSV QSVI IJJMGMIRX VIWSYVGI YWI [LMPI VIXEMRMRK XLI [SSH KVEMR ETTIEVERGI SR XLI TERIP JEGI ERH FEGO '3140= TERIPW EVI QERYJEGXYVIH MR EXLVIISVJMZIPE]IVEVVERKIQIRX% XLVIIPE]IV TERIP LEW E [SSH JMFIV GSVI ERH ZIRIIV JSV JEGI ERH FEGO 8LI JMZI PE]IV TERIP LEW E [SSH ZIRIIV GVSWWFERH MR XLI GIRXIV ERH ZIRIIV SR XLI JEGI ERH FEGO ;LIR QERYJEGXYVIH MR E SRIWXIT TVIWWMRK STIVEXMSR ZSMHW MR XLI ZIRIIVW EVI JMPPIH EYXSQEXMGEPP] F] XLI VIGSRWXM XYXIH [SSH TEVXMGPIW SV WXVERHW EW XLI TERIP MW TVIWWIH MR XLI FSRHMRK TVSGIWW %X XLI TVIWIRX XMQI '3140= TERIPW EW HIWGVMFIH EFSZI EVI RSX FIMRK TVSHYGIH ERH XLIVIJSVI WLSYPH RSX FI WTIGMJMIH 7)0)'8-2+ 4%2)07 ;SSH WXVYGXYVEP TERIPW EVI WIPIGXIH EGGSVHMRK XS E RYQFIV SJ OI] EXXVM FYXIW 8LIWI EXXVMFYXIW EVI MHIRXMJMIH MR XLI %4% XVEHIQEVO JSYRH SR XLI TERIP )\EQTPIW EVI WIIR MR *MKYVI ERH JYVXLIV I\TPEMRIH MR XLI TEVEKVETLW XLEX JSPPS[ 7XERHEVHW 1ERYJEGXYVMRK WXERHEVHW JSV [SSH WXVYGXYVEP TERIPW EVI TVMQEVMP] SJ X[S X]TIW TVIWGVMTXMZI SV TIVJSVQERGI FEWIH -R XLI TEWX TP][SSH WXERHEVHW LEZI FIIR TVMQEVMP] SJ XLI TVIWGVMTXMZI X]TI8LITVIWGVMTXMZIWXERHEVHETTVSEGL TVSZMHIW E VIGMTI JSV TERIP PE]YT WTIGM J]MRK XLI WTIGMIW SJ ZIRIIV ERH XLI RYQ FIV XLMGORIWW ERH SVMIRXEXMSR SJ TPMIW XLEXEVIVIUYMVIHXSEGLMIZITERIPWSJXLI HIWMVIH RSQMREP XLMGORIWW ERH WXVIRKXL % QSVI VIGIRX HIZIPSTQIRX JSV [SSH WXVYGXYVEP TERIPW MW XLEX SJ TIVJSVQERGI FEWIH WXERHEVHW 7YGL WXERHEVHW WTIGMJ] TIVJSVQERGI PIZIPW VIUYMVIH JSV GSQ QSR IRH YWIW VEXLIV XLER QERYJEGXYV MRK EWTIGXW SJ GSRWXVYGXMSR 4IVJSVQERGI WXERHEVHWTIVQMXSVMIRXIHWXVERHFSEVH ERH TP][SSH XS FI VEXIH WMQMPEVP] JSV YWIW MR XLI GSRWXVYGXMSR QEVOIX %RSXLIV HMWXMRGXMSR FIX[IIR WXERHEVHW MW [LIXLIV XLI] EVI GSRWIRWYWFEWIH SV TVSTVMIXEV] 'SRWIRWYWFEWIH WXER HEVHW EVI HIZIPSTIH JSPPS[MRK E TVI WGVMFIH WIX SJ VYPIW XLEX TVSZMHI JSV MRTYX ERHSV VIZMI[ F] TISTPI SJ ZEV] MRK MRXIVIWXW JSPPS[MRK SRI SJ WIZIVEP VIGSKRM^IH TVSGIHYVIW 3XLIV WXER HEVHW EVI SJ E TVSTVMIXEV] REXYVI ERH QE]FIHIZIPSTIHF]EWMRKPIGSQTER] SV MRHYWXV] KVSYT 7SQIXMQIW TVSTVMI XEV] WXERHEVHW FIGSQI XLI JSVIVYRRIVW SJ GSRWIRWYW WXERHEVHW 8LMW [EW XLI GEWI [MXL %4%t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vWTIVJSVQERGIVEXIHTERIP WXERHEVH 7MHMRK JEGI KVEHI 7TIGMIW KVSYT RYQFIV ,9( VIGSKRMXMSR 4ERIP KVEHI 'EREHMER WXERHEVH 4ERIPQEVOz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t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iTVMQEVMP] WERHIHKVEHIWiMWFEWIHSRXLIWTIGMIW YWIH JSV JEGI ERH FEGO ZIRIIVW ;LIVI JEGI ERH FEGO ZIRIIVW EVI RSX JVSQ XLI WEQI WTIGMIW +VSYT XLI LMKLIV +VSYT RYQFIV XLI PS[IV WXVIRKXL WTIGMIW MW YWIH I\GITX JSV WERHIH TERIPW MRGL ? QQA XLMGO SV PIWW ERH (IGSVEXMZI TERIPW SJ ER] XLMGORIWW 8LIWI PEXXIV TER IPW EVI MHIRXMJMIH F] JEGI WTIGMIW FIGEYWI XLI] EVI GLSWIR TVMQEVMP] JSV ETTIEV ERGIERHYWIHMRETTPMGEXMSRW[LIVI WXVYGXYVEP MRXIKVMX] MW RSX GVMXMGEP 7ERHIH TERIPW KVIEXIV XLER MRGL ? QQA EVI MHIRXMJMIH F] JEGI WTIGMIW MJ ' SV ( KVEHI FEGOW EVI EX PIEWX MRGL ? QQA ERH EVI RS QSVI XLER SRI WTIGMIW KVSYT RYQFIV LMKLIV 7SQI WTIGMIW EVI YWIH [MHIP] MR TP][SSH QERYJEGXYVI SXLIVW VEVIP] 8LI WTIGMJMIV WLSYPH GLIGO PSGEP EZEMPEFMPMX] MJ E TEVXMGYPEV WTIGMIW MW HIWMVIH +VEHIW :IRIIV KVEHIW HIJMRI ZIRIIV ETTIEV ERGI MR XIVQW SJ REXYVEP YRVITEMVIH KVS[XL GLEVEGXIVMWXMGW ERH EPPS[EFPI RYQFIV ERH WM^I SJ VITEMVW XLEX QE] FI QEHI HYVMRK QERYJEGXYVI 7II 8EFPI 8LI LMKLIWX UYEPMX] GSQQSRP] EZEMPEFPI ZIRIIV KVEHI MW % 8LI QMRMQYQ KVEHI SJZIRIIVTIVQMXXIH MR)\XIVMSVTP][SSH MW 'KVEHI (KVEHI ZIRIIV MW YWIH MR TERIPW MRXIRHIH JSV MRXIVMSV YWI SV ETTPMGEXMSRW TVSXIGXIH JVSQ PSRKXIVQ I\TSWYVI XS [IEXLIV 4ERIP KVEHIW ;SSH WXVYGXYVEP TERIP KVEHIW EVI KIR IVEPP] MHIRXMJMIH MR XIVQW SJ XLI ZIRIIV KVEHIYWIHSRXLIJEGIERHFEGOSJ XLI TERIP IK %& &' IXG SV F] E REQI WYKKIWXMRK XLI TERIPt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qWM^MRKr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i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i )\XIVMSV )\TSWYVI ERH -RXIVMSV 8LI FSRH GPEWWMJMGEXMSR VIPEXIW XS EHLIWMZI FSRH ERH XLYW XS WXVYGXYVEP MRXIKVMX] SJ XLI TERIP &] JEV XLI TVIHSQMRERX FSRH GPEWWMJMGEXMSRW EVI )\TSWYVI ERH )\XIVMSV 8LIVIJSVI HIWMKR GETEGMXMIW TVSZMHIH LIVIMR EVI SR XLEX FEWMW &SRH GPEWWMJMGEXMSR VIPEXIW XS QSMWXYVI VIWMWXERGI SJ XLI KPYI FSRH ERH HSIW RSX VIPEXI XS JYRKEP HIGE] VIWMWXERGI SJ XLI TERIP *YRKEP HIGE] SJ [SSH TVSH YGXW QE] SGGYV [LIR XLI QSMWXYVI GSR XIRX I\GIIHW ETTVS\MQEXIP] TIVGIRX JSV ER I\XIRHIH TIVMSH 4VIZIRXMSR SJ JYRKEP HIGE] MW E JYRGXMSR SJ TVSTIV HIWMKR XS TVIZIRX TVSPSRKIH I\TSWYVI XS QSMWXYVI SJ QEXIVMEP WTIGMJMGEXMSR SJ GSRWXVYGXMSR ERH SJ QEMRXIRERGI SJ XLI WXVYGXYVI SV QE] FI EGGSQTPMWLIH F] TVIWWYVI TVIWIVZEXMZI XVIEXQIRX 7II %4% PMXIVEXYVI VIKEVHMRK HIGE] ERH QSMWXYVI I\TSWYVI %IWXLIXMG RSRWXVYGXYVEP EXXVMFYXIW SJ TERIPW QE] FI GSQTVSQMWIH XS WSQI HIKVII F] I\TSWYVI XS [IEXLIV 4ERIP WYVJEGIW QE] FIGSQI YRIZIR ERH MVVIKYPEV YRHIV TVSPSRKIH QSMWXYVI I\TSWYVI 4ERIPW WLSYPH FI EPPS[IH XS HV] ERH TERIP NSMRXW ERH WYVJEGIW QE] RIIH XS FI WERHIH FIJSVI ETTP]MRK WSQI JMRMWL QEXIVMEPW )\XIVMSV % FSRH GPEWWMJMGEXMSR JSV TP][SSH WYMX EFPI JSV VITIEXIH [IXXMRK ERH VIHV]MRK SV PSRKXIVQ I\TSWYVI XS [IEXLIV SV SXLIV GSRHMXMSRW SJ WMQMPEV WIZIVMX] )\TSWYVI % FSRH GPEWWMJMGEXMSR JSV TERIPW WYMX EFPI JSV YWIW RSX TIVQERIRXP] I\TSWIH XS XLI [IEXLIV 4ERIPW GPEWWMJMIH EW )\TSWYVI EVI MRXIRHIH XS VIWMWX XLI IJJIGXW SJ QSMWXYVI HYI XS GSRWXVYGXMSR HIPE]W SV SXLIV GSRHMXMSRW SJ WMQMPEV WIZIVMX] )\TSWYVI TERIPW EVI QEHI [MXL XLI WEQI X]TIW SJ EHLIWMZIW YWIH MR )\XIVMSV TERIPW ,S[IZIV FIGEYWI SXLIV GSQTSWMXMSREP JEGXSVW QE] EJJIGX FSRH TIVJSVQERGI SRP] )\XIVMSV TER IPWWLSYPHFIYWIHJSVPSRKXIVQI\TS WYVI XS XLI [IEXLIV )\TSWYVI TERIPW QE] LS[IZIV FI YWIH [LIVI I\TS WYVI XS XLI SYXHSSVW MW SR XLI YRHIV WMHI SRP] WYGL EW EX VSSJ SZIVLERKW %TTIEVERGI GLEVEGXIVMWXMGW SJ XLI TERIP KVEHI WLSYPH EPWS FI GSRWMHIVIH '( )\TSWYVI TP][SSH WSQIXMQIW GEPPIHq'(<rMRXLIXVEHIMWSGGEWMSREPP] QMWXEOIR EW ER )\XIVMSV TERIP ERH IVVS RISYWP] YWIH MR ETTPMGEXMSRW JSV [LMGL MX HSIW RSX TSWWIWW XLI VIUYMVIH VIWMWXERGI XS[IEXLIVq'(<r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qQMRMQYQrTERIP [MXL VIKEVH XS EPP TVSTIVXMIW QSWX TERIP GLEVEGXIVMWXMGW EGXYEPP] I\GIIH VIUYMVIQIRXW SJ XLI WXERHEVHW 6IKEVHPIWW SJ ER] MRGVIEWI MR EPPS[ EFPI PSEH FEWIH SR GEPGYPEXMSRW EP[E]W SFWIVZI XLI QE\MQYQ VIGSQQIRHIH WTER IK WTER VEXMRK 1E\MQYQ WTER MW IWXEFPMWLIH F] XIWX ERH MW SJXIR GSRXVSPPIH F] GSRGIRXVEXIH PSEH GSRWMHIVEXMSRW 1)',%2-'%0 4634)68-)7 ;SSH WXVYGXYVEP TERIPW GER X]TMGEPP] FI MRGSVTSVEXIH MRXS GSRWXVYGXMSR TVSN IGXW [MXLSYX XLI RIIH JSV IRKMRIIVMRK HIWMKR SJ XLI TERIPW XLIQWIPZIW 8LI] PIRH XLIQWIPZIW XS XEFYPEV ERH HIWGVMT XMZI TVIWIRXEXMSR SJ HIWMKR VIGSQQIR HEXMSRW ERH TVSZMWMSRW 3GGEWMSREPP] LS[IZIV XLIVI MW E RIIH XS IRKMRIIV TERIP ETTPMGEXMSRW XLEX GEPP JSV TERIP TVSTIVXMIW SV GETEGMXMIW SV MX QE] FI RIGIWWEV] XS IZEPYEXI WTIGMJMG TERIP GSRWXVYGXMSRW XLEX ]MIPH WYTIVMSV QIGLERMGEP TVSTIVXMIW GSQTEVIH XS XLSWI XLEX EVI XLI FEWMW JSV KIRIVEP YWI VIGSQQIRHEXMSRW 7XVIRKXL E\MW % JIEXYVI SJ QSWX [SSH WXVYGXYVEP TERIPX]TIWTVMQEVMP]TP][SSHERH 37& MW XLEX XLIVI MW E WXVIRKXL E\MW EWWSGMEXIH [MXL XLIMV QERYJEGXYVI 8LI PE]IVIHGSRWXVYGXMSRSJFSXLTVSHYGXW MR[LMGLPE]IVWEVISVMIRXIHHIKVIIW JVSQ SRI ERSXLIV GVIEXIW HMWWMQMPEV TVSTIVXMIW MR XLI X[S TVMRGMTEP HMVIG XMSRW 8LMW MW MPPYWXVEXIH MR *MKYVI 8LI SVMIRXEXMSR SJ XLI JEGI ERH FEGO PE]IV HIXIVQMRIW XLI HMVIGXMSR SJ XLI WXVIRKXL E\MW 8LI TERIP WXVIRKXL E\MW MW X]TMGEPP] MR XLI PSRK TERIP HMVIGXMSR XLEX MW XLI TERIP MW X]TMGEPP] WXVSRKIV ERH WXMJJIV EPSRK XLI TERIP PIRKXL XLER EGVSWW XLI TERIP[MHXL7TIGMJMGEXMSRSJTERIPSVM IRXEXMSRXLIRGERFIWXEXIHEWqWXVIRKXL E\MW MW TIVTIRHMGYPEV SV TEVEPPIP XS WYT TSVXWrSVWSQIXMQIWqWXVIWWMWTEVEPPIP SVTIVTIRHMGYPEV XSXLIWXVIRKXLE\MWr -RXLIGEWISJTP][SSHSVGSQTSWMXI TERIPW XLI WXVIRKXL E\MW MW WSQIXMQIW VIJIVVIH XS EW XLI JEGI KVEMR HMVIGXMSR 4ERIP GSRWXVYGXMSR 4P][SSH QMPPW QE] YWI HMJJIVIRX PE]YTW JSV XLI WEQI TERIP XLMGORIWW ERH WTER VEXMRK XS QEOI STXMQYQ YWI SJ XLIMV VE[ QEXIVMEP VIWSYVGIW (IWMKR GEP GYPEXMSRW QYWX XEOI MRXS EGGSYRX XLI HMVIGXMSR MR [LMGL XLI WXVIWWIW [MPP FI MQTSWIH MR XLI TERIP -J WXVIWWIW GER FI I\TIGXIH MR FSXL HMVIGXMSRW XLIR FSXL XLI TEVEPPIP ERH TIVTIRHMGYPEV HMVIGXMSRW WLSYPH FI GLIGOIH *SV XLMW VIEWSR XEFYPEXIH GETEGMXMIW EVI KMZIR JSV FSXL HMVIGXMSRW 'ETEGMXMIW TEVEPPIP XS XLI JEGI KVEMR SJ TP][SSH EVI FEWIH SR E TERIP GSRWXVYG XMSR XLEX KMZIW QMRMQYQ ZEPYIW MR XLEX HMVIGXMSR 7II *MKYVI 'ETEGMXMIW TIVTIRHMGYPEV XS XLI JEGI KVEMR EVI YWY EPP] FEWIH SR E HMJJIVIRX TERIP GSR WXVYGXMSR XLEX KMZIW QMRMQYQ ZEPYIW MR XLEX HMVIGXMSR &SXL ZEPYIW XLIVIJSVI EVI GSRWIVZEXMZI 'ETEGMXMIW KMZIR JSV XLI X[S HMVIGXMSRW EVI RSX RIGIWWEVMP] JSV XLI WEQI TERIP GSRWXVYGXMSR 7MQMPEV PE]IVW SGGYV EPWS MR 37& QERY JEGXYVI ,S[IZIV XLI PE]IVW EVI RSX HIJMRIH ERH XLIVIJSVI GERRSX FI WTIGM JMIH *SV XLMW VIEWSR TP]PE]IV STXMSRW EVI RSX XEFYPEXIH JSV 37& %4%8LI)RKMRIIVIH ;SSH %WWSGMEXMSR 7XVIRKXL %\MW (MVIGXMSR (MVIGXMSR SJ 4VMRGMTEP 7XVIWW % & *-+96) 8=4-'%0 ;33( 7869'896%0 4%2)0 ;-8, 786)2+8, %<-7 (-6)'8-32 4)64)2(-'90%6 83 36 %'6377 79443687 % %2( 4%6%00)0 83 79443687 & 238) 8,) 78%2(%6( \ 7->) 786)2+8, %<-7 (-6)'8-32 %2( 6)46)7)28%8-:) 4368-32 3* 4%2)0 97)( -2 '%0'90%8-32 3* '%4%'-8-)7 *36 786)77 4%6%00)0 % 36 4)64)2(-'90%6 & 83 8,) 786)2+8, %<-7 %4% 8LI)RKMRIIVIH ;SSH%WWSGMEXMSR +VEMR (MVIGXMSR SJ :IRIIVW PE]IV TP] PE]IV TP] PE]IV TP] PE]IV TP] *-+96) 8=4-'%0 8,6)) %2( *-:)0%=)6 40=;33( '327869'8-32 ;-8, 4%6%00)00%1-2%8)( '6377 &%2(7 -2 8,) %2( 40= 4%2)07 4VSTIVXMIW ERH WXVIWWIW 4P][SSH TVSTIVXMIW LEZI XVEHMXMSREPP] FIIR WITEVEXIP] XEFYPEXIH EW WIGXMSR TVSTIVXMIW ERH HIWMKR WXVIWWIW 8LIWI EVI SJ GSYVWI QYPXMTPMIH XSKIXLIV XS SFXEMR E GETEGMX] -R QER] GEWIW XLI VIWYPXMRK GETEGMX] [MPP FI UYMXI GSRWIV ZEXMZI (IWMKR WXVIWWIW EVI GSRWIVZE XMZIP] HIZIPSTIH XEOMRK MRXS EGGSYRX KVEHI JEGXSVW ERH QERYJEGXYVMRK JEG XSVW ERH XLIR XLI HEXE MW WXEXMWXMGEPP] EREP]^IH WYGL XLEX MX VITVIWIRXW XLI qPS[ IRHr SJ TSWWMFPI ZEPYIW 8LIWXVIWW MW XLIR JYVXLIV EHNYWXIH F] E PSEH JEGXSV SV EW WSQI GEPP MX E JEGXSV SJ WEJIX] %XXLIWEQIXMQIWIGXMSRTVSTIVXMIW EVI HIZIPSTIH JSV ZMVXYEPP] EPP TSWWMFPI PE]YT GSQFMREXMSRW SJ ZIRIIV XLMGORIWW ERH WTIGMIW 8LI PS[IWX TVSTIVX] ZEPYI JSV E KMZIR TERIP XLMGORIWW SV WTER VEX MRK MW XLIR GLSWIR JSV XEFYPEXMSR 8LI VIWYPXMRK GETEGMX] GSQFMRIW X[S EPVIEH] GSRWIVZEXMZI ZEPYIW -R XLI W XLMW TVSGIHYVI [EW PEVKIP] VITPEGIH F] HMVIGX TYFPMGEXMSR SJ TERIP GETEGMXMIW ,S[IZIV XLI WIGXMSR TVSTIVX] ERH HIWMKR WXVIWW XIGLRMUYI MW WXMPP YWIH SGGEWMSREPP] XS EREP]^I MRHMZMHYEP TP] [SSH PE]YT ZEVMEXMSRW 'ETEGMXMIW 4ERIP HIWMKR GETEGMXMIW PMWXIH MR 8EFPIW % ERH & EVI QMRMQYQ JSV KVEHI ERH WTER VEXMRK SV XLMGORIWW *SV 7XVYGXYVEP - TERIPW XLI XEFYPEXIH GETEGMXMIW WLEPP FI TIVQMXXIH XS FI QYP XMTPMIH F] XLI q7XVYGXYVEP - 1YPXMTPMIVr JEGXSVW KMZIR MR XLI FSXXSQ SJ IEGL TVSTIVX] XEFPI 7MRGI 8EFPI & KMZIW %4%8LI )RKMRIIVIH ;SSH%WWSGMEXMSR GETEGMXMIW JSV WERHIH TERIPW QEVOIH EW WTIGMIW +VSYT 8EFPI ' TVSZMHIW QYPXMTPMIVW JSV WERHIH TERIP GETEGMXMIW XLEX EVI MHIRXMJMIH EW WTIGMIW +VSYT SV 8LI XEFYPEXIH GETEGMXMIW EVI FEWIH SR HEXE JVSQ XIWXW SJ TERIPW FIEVMRK XLI %4% XVEHIQEVO 8S XEOI EHZERXEKI SJ XLIWI GETEGMXMIW ERH EHNYWXQIRXW XLI WTIGMJMIV QYWX MRWYVI XLEX XLI GSVVIGX TERIP MW YWIH MR XLI JMREP GSRWXVYGXMSR 4ERIP JPI\YVI JPEX TERIP FIRHMRK 4ERIP HIWMKR GETEGMXMIW VITSVXIH MR 8EFPIW%ERH&EVIFEWIHSRJPEX TERIP FIRHMRK EW QIEWYVIH F] XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH ' PEVKI TERIP XIWXMRK 7II*MKYVI 7XMJJRIWW )- 4ERIP FIRHMRK WXMJJRIWW MW XLI GETEGMX] XS VIWMWX HIJPIGXMSR ERH MW VITVIWIRXIH MR FIRHMRK IUYEXMSRW EW )- 8LI ) MW XLI QSHYPYW SJ IPEWXMGMX] SJ XLI QEXIVMEP ERH XLI - MW XLI QSQIRX SJ MRIVXME SJ XLI GVSWW WIGXMSR 9RMXW SJ )- EVI PFMR TIV JSSX SJ TERIP [MHXL 7XVIRKXL *F7 %PPS[EFPI FIRHMRK WXVIRKXL GETEGMX] MW XLI HIWMKR QE\MQYQ QSQIRX VIT VIWIRXIH MR FIRHMRK IUYEXMSRW EW *F7 8IVQW EVI XLI EPPS[EFPI I\XVIQI JMFIV WXVIWW SJ XLI QEXIVMEP *F ERHXLIWIG XMSR QSHYPYW 7 9RMXW SJ *F7EVIPFMR TIV JSSX SJ TERIP [MHXL 4ERIP E\MEP WXVIRKXL 8IRWMSR *X % %PPS[EFPI XIRWMSR GETEGMXMIW EVI VITSVXIH MR 8EFPIW % ERH & FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH & 8IRWMSR GETEGMX] MW KMZIR EW *X% [LIVI *X MW XLI EPPS[EFPI E\MEP XIRWMSR WXVIWW SJ XLI QEXIVMEP ERH % MW XLI EVIE SJ XLI GVSWW WIGXMSR 9RMXW SJ *X %EVIPFTIVJSSXSJ TERIP [MHXL 'SQTVIWWMSR *G% %PPS[EFPI GSQTVIWWMSR GETEGMXMIW EVI VITSVXIH MR 8EFPIW % ERH & FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH & 'SQTVIWWMSR GETEGMX] MW KMZIR EW *G% [LIVI *G MW XLI EPPS[EFPI E\MEP GSQTVIWWMSR WXVIWW SJ XLIQEXIVMEPERH%MWXLIEVIESJXLI GVSWW WIGXMSR 9RMXW SJ *G%EVIPFTIV JSSX SJ TERIP [MHXL %\MEP GSQTVIWWMSR WXVIRKXL MW MPPYWXVEXIH MR *MKYVI 4ERIP E\MEP WXMJJRIWW )% 4ERIP E\MEP WXMJJRIWW MW VITSVXIH MR 8EFPIW%ERH&FEWIHSRXIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 1IXLSH & %\MEP WXMJJRIWW MW XLI GETEGMX] XS VIWMWX E\MEP WXVEMR ERH MW VIT VIWIRXIH F] )% 8LI ) MW XLI E\MEP QSH YPYW SJ IPEWXMGMX] SJ XLI QEXIVMEP ERH % MW XLI EVIE SJ XLI GVSWW WIGXMSR 9RMXW SJ )% EVI PF TIV JSSX SJ TERIP [MHXL 7LIEV MR XLI TPERI SJ XLI TERIP *W?PF5A %PPS[EFPI WLIEV MR XLI TPERI SJ XLI TERIP SV MRXIVPEQMREV WLIEV WSQI XMQIWGEPPIHVSPPMRKWLIEVMRTP][SSH MW VITSVXIH MR 8EFPIW % ERH & FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 7LIEV WXVIRKXL MR XLI TPERI SJ XLI TERIP MW XLI GETEG MX] XS VIWMWX LSVM^SRXEP WLIEV FVIEOMRK PSEHW [LIR PSEHW EVI ETTPMIH SV HIZIP STIH SR STTSWMXI JEGIW SJ XLI TERIP EW XLI] EVI HYVMRK JPEX TERIP FIRHMRK 7II *MKYVI 8LI XIVQ *W MW XLI EPPS[EFPI QEXIVMEP WXVIWW [LMPI PF5 MW XLI TERIP GVSWW WIGXMSREP WLIEV GSRWXERX 9RMXW SJ *WPF5 EVI PF TIV JSSX SJ TERIP [MHXL 4ERIP WLIEV XLVSYKL XLI XLMGORIWW 4ERIP WLIEVXLVSYKLXLIXLMGORIWW GETEGMXMIW EVI VITSVXIH FEWIH SR XIWXMRK EGGSVHMRK XS XLI TVMRGMTPIW SJ %781 ( 7II*MKYVI 4ERIP WLIEV WXVIRKXL XLVSYKL XLI XLMGORIWW *ZXZ %PPS[EFPI WLIEV XLVSYKL XLI XLMGORIWW MW XLI GETEGMX] XS VIWMWX LSVM^SRXEP WLIEV FVIEOMRK PSEHW [LIR PSEHW EVI ETTPMIH SV HIZIPSTIH SR STTSWMXI IHKIW SJ XLI TERIP WYGL EW XLI] EVI MR ER -FIEQ ERHMWVITSVXIHMR8EFPIW%ERH&7II *MKYVI ;LIVI EHHMXMSREP WYTTSVX MW RSXTVSZMHIHXSTVIZIRXFYGOPMRKHIWMKR GETEGMXMIW MR 8EFPIW % ERH & EVI PMQMXIH XS WIGXMSRW JX SV PIWW MR HITXL (IITIV WIGXMSRW QE] VIUYMVI EHHMXMSREP VIHYGXMSRW 8LI XIVQ *Z MW XLI EPPS[EFPI WXVIWW SJ XLI QEXIVMEP [LMPI XZ MW XLI IJJIGXMZI TERIP XLMGORIWW JSV WLIEV 9RMXW SJ *ZXZ EVI PF TIV MRGL SJ WLIEVVIWMWXMRK TERIP PIRKXL *-+96) 7869'896%04%2)0-2&)2(-2+z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qRSVQEPHYVEXMSRSJPSEHr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i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qFIEQrEGXMSRVEXLIVXLERX[S[E] qTPEXIrEGXMSR8LIVIWYPXMRKPSEHWEVI EWWYQIHXSFIETTPMIHXSJYPPWM^IHTER IPW MR WXERHEVH WLIEXLMRKX]TI ETTPMGE XMSRW 0SEHW EVI JSV XLI TERIPW SRP] ERH MR RS [E] EGGSYRX JSV XLI HIWMKR SJ XLI JVEQMRK WYTTSVXW *YVXLIV GSRWMHIV EXMSR WLSYPH FI KMZIR XS GSRGIRXVEXIH PSEHW MR GSQTPMERGI [MXL PSGEP FYMPH MRK GSHIW ERH [MXL QE\MQYQ WTER VIG SQQIRHEXMSRW SJ %4%i8LI)RKMRIIVIH ;SSH %WWSGMEXMSR 9RMJSVQ PSEHW FEWIH SR FIRHMRK WXVIRKXL 8LI JSPPS[MRK JSVQYPEW WLEPP FI YWIH JSV GSQTYXMRK PSEHW FEWIH SR HIWMKR FIRHMRK WXVIRKXL GETEGMX] *F7 *SV E WMRKPI WTER [F ! *F7 *SV E X[SWTER GSRHMXMSR [F ! *F7 *SV E XLVIIWTER GSRHMXMSR [F ! *F7 ;LIVI [F !YRMJSVQPSEHFEWIHSRFIRHMRK WXVIRKXL TWJ *F7 ! HIWMKR FIRHMRK WXVIRKXL GETEGMX] PFMRJX ! WTER MR GIRXIVXSGIRXIV SJ WYTTSVXW 9RMJSVQ PSEHW FEWIH SR WLIEV WXVIRKXL 8LI JSPPS[MRK JSVQYPEW WLEPP FI YWIH JSV GSQTYXMRK PSEHW FEWIH SR HIWMKR WLIEV WXVIRKXL GETEGMX] *W?PF5A *SV E WMRKPI WTER [W ! *WPF5 *SV E X[SWTER GSRHMXMSR [W ! *WPF5 *SV E XLVIIWTER GSRHMXMSR [W ! *WPF5 ;LIVI [W !YRMJSVQPSEHFEWIHSRWLIEV WXVIRKXL TWJ *WPF5 !HIWMKRWLIEVWXVIRKXL GETEGMX] PFJX ! GPIEV WTER MR GIRXIVXSGIRXIV SJ WYTTSVXW QMRYW WYTTSVX [MHXL 9RMJSVQ PSEHW FEWIH SR HIJPIG XMSR VIUYMVIQIRXW 8LI JSPPS[MRK JSVQYPEW WLEPP FI YWIH JSV GSQTYXMRK HIJPIGXMSR YRHIV YRM JSVQ PSEH SV EPPS[EFPI PSEHW FEWIH SR HIJPIGXMSR VIUYMVIQIRXW *SV E WMRKPI WTER [ ! )- *SV E X[SWTER GSRHMXMSR [ ! )- *SV E XLVIIWTER GSRHMXMSR [ ! )- ;LIVI ! HIJPIGXMSR MR [ ! YRMJSVQ PSEH TWJ )- ! HIWMKR FIRHMRK WXMJJRIWW GETEGMX] PFMRJX !GPIEVWTER7;MR 7; ! WYTTSVX[MHXL JEGXSV IUYEP XS MRGL ? QQA JSV X[SMRGL RSQMREP ? QQA PYQFIV JVEQMRK ERH MRGL ? QQA JSV JSYVMRGLRSQM REP ? QQA PYQFIV JVEQMRK %4% 8LI)RKMRIIVIH ;SSH%WWSGMEXMSR 9RMJSVQ PSEH *SVYRMJSVQPSEHFEWIHSREHIJPIGXMSR VIUYMVIQIRX GSQTYXI FIRHMRK HIJPIG XMSR [MXL E YRMJSVQ PSEH [ IUYEP XS SRI TWJ 8LI EPPS[EFPI YRMJSVQ PSEH FEWIH SR XLI EPPS[EFPI HIJPIGXMSR MW XLIR GSQTYXIH EW [H !EPP ;LIVI [H ! YRMJSVQ PSEH FEWIH SR HIJPIGXMSR TWJ EPP! EPPS[EFPI HIJPIGXMSR MR (IWMKR I\EQTPIW WLS[MRK YWI SJ GETEGMX] XEFPIW 2SXI -R XLIWI I\EQTPIW TERIP X]TI ERH GSRWXVYGXMSR EVI WIPIGXIH JSV MPPYWXVEXMZI TYVTSWIW 2SVQEPP] WTIGMJMGEXMSR MW F] KVEHI ERH WTER VEXMRK [MXLSYX VIKEVH XS TERIP X]TI ERH GEPGYPEXMSRW WLSYPH EWWYQI XLI PS[IWX GETEGMXMIW ETTPMGEFPI XS EZEMPEFPI X]TIWERHGSRWXVYGXMSRWEWKMZIRMR8EFPI JSV XLI WTIGMJMIH WTER VEXMRK )\EQTPIi'SRZIRXMSREPVSSJ % TP] TP][SSH TERIP XVEHIQEVOIH %4% 6EXIH 7XYVH-*PSSV SG [MXL XSRKYIERHKVSSZI IHKIW [EW MREHZIV XIRXP] MRWXEPPIH SZIV MRRSQMREP ? QQA VSSJ WYTTSVXW MR ? QQA SR GIRXIV 8LI PSRK HMQIRWMSR WXVIRKXL E\MW SJ XLI TERIP [EW TPEGIH TIVTIRHMG YPEV XS WYTTSVXW 8LI PSGEP FYMPHMRK GSHI VIUYMVIW XLEX XLI TERIP WYTTSVX E TWJ ? 2Q AWRS[PSEH &IRHMRK 7XVIRKXL *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW PSRK TERIP HMQIRWMSR TIVTIRHMGYPEV XS WYT TSVXW LEW E FIRHMRK WXVIRKXL GETEGMX] *F7 SJ PFMRJX ? 2 QQA 8LMW GETEGMX] MW EHNYWXIH F] E HYVEXMSRSJPSEH JEGXSV '( SJWII *VSQE X[SWTER GSRHMXMSR MW EWWYQIH [F ! *F7 ! \ \ !TWJ?2QA 7LIEV 7XVIRKXL MR XLI 4PERI *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW LEW WLIEV WXVIRKXL MR XLI TPERI *W?PF5A SJ PFJX ? 2QA 8LMW GETEGMX] MW EHNYWXIH F] E HYVEXMSRSJPSEH JEGXSV '( SJ WII [W ! *WPF5 ! \ i !TWJ?2QA &IRHMRK 7XMJJRIWW *VSQ 8EFPI % E 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XSXLIWXVIRKXLE\MWLEWEHV]WXMJJRIWW GETEGMX] )- SJ PFMR JX ? 2QQA 8LI HIJPIGXMSR PMQMX JSV PMZI PSEH MW [ ! )- !i \ !\MR [H !EPP! \ !TWJ?2QA &IRHMRK WXVIRKXL GSRXVSPW TVSZMHIW XLI PS[IWX GETEGMX] JSV XLMW ETTPMGEXMSR 8LI FIRHMRK WXVIRKXL GETEGMX] SJ TWJ ? 2Q A VITVIWIRXW XSXEP PSEH JVSQ[LMGLHIEHPSEHMWWYFXVEGXIHXS EVVMZI EX PMZI PSEH GETEGMX] 8LI FIRH MRK WXMJJRIWW GETEGMX] SJ TWJ ? 2QA VITVIWIRXW PMZI PSEH SRP] ,IVI MJ HIEH PSEH TERIP [IMKLX TPYW VSSJMRK MW RS QSVI XLER TWJ ? 2Q A XLI TWJ ? 2Q A WRS[ PSEH GETEGMX] MW EGLMIZIH 8LI XSRKYIERHKVSSZI IHKIW TVSZMHI VIUYMVIH IHKI WYTTSVXW )\EQTPIi4ERIPM^IHVSSJ %R SVMIRXIH WXVERH FSEVH 37& TERIP XVEHIQEVOIH %4% 7XVYGXYVEP - 6EXIH 7LIEXLMRK MW XS FI YWIH MR E TER IPM^IH VSSJ W]WXIQ SZIV MRRSQMREP ? QQA JVEQMRK QIQFIVW MR ? QQA SR GIRXIV 8LI PSRK TERIP HMQIR WMSR WXVIRKXL E\MW SJ XLI TERIP [MPP FI TPEGIH TEVEPPIP XS WYTTSVXW &IRHMRK 7XVIRKXL *VSQ 8EFPI % ER 37& 6EXIH 7LIEXLMRK TERIP [MXL WXVIWW ETTPMIH TIVTIRHMGYPEV XS WXVIRKXL E\MW PSRK TERIP HMQIRWMSR TEVEPPIP XS WYT TSVXW LEW E FIRHMRK WXVIRKXL GETEGMX] *F7 IUYEPXSPFMRJX?2Q QA 8LMW GETEGMX] MW EHNYWXIH F] E QYP XMTPMIV SJ JSV 37& 7XVYGXYVEP - ERH F] E HYVEXMSRSJPSEH JEGXSV '( SJ WII 8LMW HYVEXMSRSJPSEH JEGXSV MW RSVQEPP] EWWSGMEXIH [MXL WRS[ PSEHW JSV VSSJ WXVYGXYVIW *VSQ E X[S WTER GSRHMXMSR MW EWWYQIH [F ! *F7 !\\ ! TWJ ? 2Q A 7LIEV 7XVIRKXL MR XLI 4PERI *VSQ 8EFPI % ER 37& 6EXIH 7LIEXLMRK TERIP [MXL WXVIWW ETTPMIH TIVTIRHMGYPEV XS WXVIRKXL E\MW LEW WLIEV WXVIRKXL MR XLI TPERI *W?PF 5A SJ PFJX ? 2QA 8LMW GETEG MX] MW EHNYWXIH F] E QYPXMTPMIV SJ JSV 37& 7XVYGXYVEP - ERH F] E HYVEXMSRSJ PSEH JEGXSV '( SJ WII [W ! *WPF5 ! \ \ i ! TWJ ? 2Q A %4%8LI )RKMRIIVIH ;SSH%WWSGMEXMSR &IRHMRK 7XMJJRIWW *VSQ 8EFPI % ER 37& 6EXIH 7LIEXLMRK TERIP [MXL WXVIWW ETTPMIH TIVTIR HMGYPEV XS WXVIRKXL E\MW LEW E HV] WXMJJ RIWW GETEGMX] )- SJ PFMR JX ? 2 Q QA 8LMW GETEGMX] MW EHNYWXIH F] E QYPXMTPMIV SJ JSV 37& 7XVYGXYVEP - 8LI HIJPIGXMSR PMQMX JSV PMZI PSEH MW [ ! )- i ! \ \ !\MR [H !EPP! \ !TWJ?2QA )\EQTPIi*PSSV % TP] TP][SSH TERIP QEVOIH %4% 6EXIH 7XYVH-*PSSV SG MW XS FI YWIH MR E JPSSV W]WXIQ SZIV WYTTSVXW MR ? QQA SR GIRXIV 8LI TERIPW [MPP FI TPEGIH [MXL XLI PSRK TERIP HMQIRWMSR WXVIRKXL E\MW TIVTIRHMGYPEV XS WYT TSVXW 7YTTSVXW EVI MRRSQMREP ? QQA JVEQMRK QIQFIVW 8LI GETEGMX] SJ XLI TERIP [MPP FI GSQTYXIH FEWIH SR FIRHMRK WXVIRKXL WLIEV WXVIRKXL MR XLI TPERI ERH FIRHMRK WXMJJRIWW &IRHMRK 7XVIRKXL *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW PSRK TERIP HMQIRWMSR TIVTIRHMGYPEV XS WYTTSVXW LEW E FIRHMRK WXVIRKXL GETEGMX] *F7 SJ PFMRJX ? 2 QQA *VSQ E XLVIIWTER GSRHM XMSR MW EWWYQIH [F ! *F7 ! \ !TWJ?2QA 7LIEV 7XVIRKXL MR XLI 4PERI *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW LEW WLIEV WXVIRKXL MR XLI TPERI *W?PF5A IUYEP XS PFJX ? 2QA [W ! *WPF5 ! \ i ! TWJ ? 2Q A &IRHMRK 7XMJJRIWW *VSQ 8EFPI % E TP] TP][SSH 6EXIH 7XYVH-*PSSV SG TERIP [MXL WXVIWW ETTPMIH TEVEPPIP XS XLI WXVIRKXL E\MW LEW E HV] WXMJJRIWW GETEGMX] )- SJ PFMRJX ? 2 Q QA 8LI HIJPIG XMSR PMQMX JSV PMZI PSEH MW [ ! )- i ! \ \ !\MR [H !EPP! \ ! TWJ ? 2Q A ;LMPI XLI EFSZI GEPGYPEXMSRW [SYPH MRHMGEXI XLEX XLMW 7XYVH-*PSSV GSR WXVYGXMSRLEWEPMZIPSEHGETEGMX]SJ TWJ?2QA PMQMXIH F] FIRH MRK WXMJJRIWW MX MW MQTSVXERX XS RSXI XLEX WSQI WXVYGXYVEP TERIP ETTPMGEXMSRW EVI RSX GSRXVSPPIH F] YRMJSVQ PSEH 6IWMHIRXMEP JPSSVW GSQQSRP] HIWMKRIH JSV TWJ ? 2Q APMZIPSEHEVIE KSSH I\EQTPI 8LI GEPGYPEXIH EPPS[EFPI PSEH MW KVIEXP] MR I\GIWW SJ XLI X]TM GEP HIWMKR PSEH 8LMW I\GIWW HSIW RSX QIER XLEX JPSSV WTERW JSV 7XYVH-*PSSV GER FI MRGVIEWIH FYX SRP] XLEX XLIVI MW GSRWMHIVEFPI VIWIVZI WXVIRKXL ERH WXMJJ RIWW JSV YRMJSVQ PSEHW 6IGSQQIRHIH QE\MQYQ WTERW JSV [SSH WXVYGXYVEP TERIPJPSSVWEVIFEWIHSRHIJPIGXMSR YRHIV GSRGIRXVEXIH PSEHW LS[ XLI JPSSV qJIIPWr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i8LI)RKMRIIVIH;SSH%WWSGMEXMSR 8EGSQE ;% 1IXLSHW SJ 8IWXMRK 7XVYGXYVEP 4ERIPW MR *PI\YVI%781 ( %QIVMGER 7SGMIX] JSV 8IWXMRK ERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 7XVYGXYVEP 4ERIPW MR 8IRWMSR%781 ( %QIVMGER 7SGMIX] JSV 8IWXMRK ERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 8IWXMRK 7XVYGXYVEP 4ERIPW MR 'SQTVIWWMSR%781 ( %QIVMGER 7SGMIX] JSV 8IWXMRK ERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 7XVYGXYVEP 4ERIPW MR 4PEREV 7LIEV 6SPPMRK 7LIEV %781 ( %QIVMGER7SGMIX]JSV8IWXMRKERH 1EXIVMEPW 4LMPEHIPTLME 4% 8IWX 1IXLSH JSV 7XVYGXYVEP 4ERIPW MR 7LIEV 8LVSYKLXLI8LMGORIWW%781 ( %QIVMGER7SGMIX]JSV8IWXMRKERH 1EXIVMEPW 4LMPEHIPTLME 4% 6IPEXMSR SJ 7XVIRKXL SJ ;SSH XS (YVEXMSR SJ 0SEH6ITSVX *40 6 97(% *SVIWX 4VSHYGXW 0EFSVEXSV] 1EHMWSR ;- 4P][SSHi4VIWIVZEXMZI8VIEXQIRX F] 4VIWWYVI 4VSGIWW%;4% 7XERHEVH ' %QIVMGER ;SSH4VIWIVZIVWt %WWSGMEXMSR +VERFYV] 8< *MVI6IXEVHERX8VIEXIH 4P][SSH 8IGLRMGEP &YPPIXMR 8&%4%i8LI )RKMRIIVIH ;SSH %WWSGMEXMSR8EGSQE ;% 'SRWXVYGXMSR 7LIEXLMRK '%2 '7%3'EREHMER 7XERHEVHW %WWSGMEXMSR 8SVSRXS 32 'EREHE 2EXMSREP(IWMKR7TIGMJMGEXMSR JSV;SSH 'SRWXVYGXMSR%QIVMGER *SVIWX 4ETIV %WWSGMEXMSR ;EWLMRKXSR (' 7XERHEVH 1IXLSH JSV )ZEPYEXMRK (S[IP &IEVMRK7XVIRKXLSJ;SSHERH;SSH&EWI 4VSHYGXW%781 ( %QIVMGER 7SGMIX] JSV 8IWXMRK ERH 1EXIVMEPW 4LMPEHIPTLME 4% %4%8LI )RKMRIIVIH ;SSH%WWSGMEXMSR ;I LEZI JMIPH VITVIWIRXEXMZIW MR QER] QENSV 97 GMXMIW ERH MR 'EREHE [LS GERLIPTERW[IV UYIWXMSRW MRZSPZMRK %4% XVEHIQEVOIH TVSHYGXW *SV EHHMXMSREP EWWMWXERGI MR WTIGMJ]MRK IRKMRIIVIH [SSH TVSHYGXW GSRXEGX YW %4%z8,))2+-2))6)(;33(%773'-%8-32 ,)%(59%68)67 7S XL 7X8EGSQE ;EWLMRKXSR *E\ 463(9'8 7944368 ,)04 ()7/ )QEMP %HHVIWW LIPT$ETE[SSHSVK *SVQ 2S ('6IZMWIH *IFVYEV]