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calculations CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 William Street, Ballston Lake,New York 12019 IE (j v Phone: (518) 399-1848 Fax: (518)399-1913 D MAY 0 8112019 May 3, 2019 TOWN OF QUEENSBURY BUILDING & CODES TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury, New York 12804 FILE COPY Att'n: Building Code Enforcement Officials Re: SHAKE, RATTLE & ROLL: CORNER 149 @ 9-L, QUEENSBURY, NEW YORK Construction Materials Inspection and Testing Services Greetings, Per the request, Mr. Dale Baldwin, Dale Baldwin Mason Contractor, we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced projects including but not limited to: Soil compaction, concrete reinforcing, portland cement concrete and structural framing inspection and testing. As such, we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development & Technical Services, Inc. Since our 1984 incorporation in New York State, we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel, tardy response time or uncompromising attitudes of technicians. Given the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment, including nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor) apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials (ASTM) standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment, facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory (CCRL) of the National Standards Institute. A copy of the CCRL/NSI audit and finding is available upon request. May 3, 2019 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: SHAKE, RATTLE & ROLL: CORNER 149 @ 9-L,QUEENSBURY, NEW YORK Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels (AET-I through SET-IV) by the National Institute for Certification in the Engineering Technologies (NICET). * American Concrete Institute(ACI) Grade I Concrete Inspector. * American Concrete Institute(ACI) Certified Concrete Construction Special Inspector. * North East Transportation Training & Certification Program (NETTCP). Certified Soil and Aggregate Inspector * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * NYSDoT Certified Asphalt Density Inspector. * J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&L Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete, reinforcement, masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction, foundation design recommendations, portland cement concrete, unit masonry, mortars, grouts, bituminous concrete, structural steel and fireproofing, as well as all associated laboratory services. In general, all forms of materials testing and inspection services, as they relate to the construction industry, may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection, testing and laboratory requirements for: DALE BALDWIN MASON CONTRACTOR. If there are any questions, or when we may be of assistance, please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin, S.E.T., (NICET) Manager Technical Services . • .. ,. .. ATI •;.##. Sustainable Solutions for FIREUUFc HHVAC ORONc Solely Th.cing Seviivns_ Efficient Environments Tosanc agalancng &inspe ina Mechanical Testing Eoc.,70 Lake Ave,Saratoga Springs.NY 12866 p 518-450-7292 f 518.450.7285 ESTIMATE/QUOTE FOR Rya TESTING&BALANCE <' ;."o Al)Bidders Aato::;'.::,'a; - ;Proj l. Shake Rattle&Roll ''P•)at►s;date'd :., _', • 'M*e`ss Queensbury,NY Adderitlt rrli:;`' - ';Bid,Dbte'. May 14,2019 �'.SpeeSet; to1. '';':`.' - BASE BID ESTIMATE Air Balance- _ $2,300.00 FILE ®PY r Blower Door Testing- $1,500.00 • Total- 3-3,800.00 inclusions: 1) Test,adjust and balance of the I IVAC systems as shown on the above referenced plans and specifications. Repeated call backs due to design or installation deficiencies will be billed on a per hour basis as an additional cost to our base bid price. • 2) Mfl will provide electronic copies of our submittals,procedures and final report if a hard copy is required MTI will provide one copy only. 3) AABC National Guaranty. 4) • This proposal is based on working the following weekday hours(7:00am-3:30pm) Exclusions: 1) Additional insurance not included in our current policy. Bid and performance bonds. TAB report signed by Professional Engineer. 2) Scaffolding or man-lifts required for work beyond the reach of an 8'(adder, 3) Shift or overtime work required to complete work due to delays in construction through no fault of MTI. 4) Unless specifically noted above in the base estimate,the following items are excluded; Equipment start-up or commissioning;pipe pressure or fire protection testing;domestic hot water;sheave/belt . changes;motor changes;duct leak testing;sound tests;vibration tests;pre-demo measurements;IAQ tests;ASHRAE 110 Fume Hood Tests;installation of volume dampers and/or balancing valves on hydronic systems;Hydrostatic pipe tests;installation/replacement of filters;HEPA filter testing;Dynamic Coll Testing;Steam system testing;refrigerant • testing m ;boiler combustion tests;and chiller/cooling tower uerforanre tas T•��++^.�'.'•^T~""- "---. -"..� alarm testily; 5/14/2019 Estimate#10260 • HEATING el COOLING, INC. Estimate 10260 47 Main St • Queensbury,NY 12804 518 9551051 support®slmonshvacny.com • �Customer -----------.._..._....__._..._-----,_._..�.:..__.,..�_�...,. I I Service Location - ' Dale Baldwin 621 ButtermIlk Falls Road 621 Buttermilk Falls Road Fort Ann,NY 12871 Fort Ann, NY 12871 5187962284 5187921371 • . • I Item(s) Qty Name Description Rate Amount fTax Approved' • 1 heating I installation of two lennox el196E 45k btu furnaces paired with two lennox I$34,708.00!$34,708.00 NON Yes and '14acx 3.5 ton a/c cooling systems for the heating and cooling needs in the : f i cooling restaurant dining area.These two systems will have a total output of 90,000 system btu's for heating and 7 tons of cooling.This setup will match the heat load for dining!needed for winter and the cooling load for summer when occupied with up to i f area 60 people.We'will install both furnaces side by side in the mechanical room in the basement and run both supply and return ductwork hanging from j ceiling in basement.We will be installing supply grills that will be era correct I ; li in style along the seating area as we discussed.Floor supply's will also be nstalled in the men's.and woman's bathroom.returns will pull from wall, f There will be a dedicated thermostat for each furnace which we can locate in I • i { I the hall by bathrooms.We can install clear lock boxes over the thermostats if I I you prefer.We will be installing sensors in the dining area to get a reading f l on the room to make sure the temp is factored in.We will provide all the gas piping and electrical for our systems to run as well.This price includes all ( I labor and material fora complete install. 1 Lennox 2 Installation of a Lennox 2 head mini split heat pump.This is a 12k BTU head $8,195.00 j $8,195.00 NON Yes head • 'and 24K BTU head system and is rated at 24.5 seer in efficiency.This system j mini split limit efficiently cool and heat the space down to-20 degrees.We will install ' I heat (the 12K BTU head in the Ice cream parlor.We will install a 24k BTU head in pump i the kitchen.This will provide an even feel of comfort in those rooms.It is also zoned,each head has its own remote so you can have different temperatures between two heads.We will install the outdoor unit on the side i of the building where we discussed using a wall mount bracket.We will run power to the outdoor unit from your panel box.We will run refrigerant line from heads to outdoor unit as well as control wire and condensate line.All exposed lines will be covered in a brown or white slim duct for protection i 1 and a clean look.This price includes all labor and material for a complete install. 1 Lennox Installtion of a Lennox single zone 24K BTU heat pump mini split ductless $4,228.00 $4,228.00 NON Yes Single unit.This Includes a wall mount bracket on the side of the building and all Ill Head 'labor and other material needed for a full installation.We will place the 24K BTU head in the office/storage space that is above the kitchen.We will run refrigerant and communication lines from the head to the outdoor unit.All Iexposed lines will be covered in a brown or white paint-able slim-duct that j • I will protect the lines and give a clean look.This unit will produces heat until around a-22 degrees outdoor temp. i I 1 Rough f Rough in plumbing for all kitchen sinks/ice cream parlor sink,and men's plus I $5,600.00 $5,600.00 NON Yes 1 plumbing 4 woman's bathroom.We will be running all hot and cold water lines in pex 1 hops://securel..mhelpdesk.com/pdf/Modules/15cket/EsIlmate_Print.aspx?mhd_enc=LM03FLI3rOjb7BH20NpauRj4872c3bRas2PcmUYNuKtg66tW9G.-- 1.12 5/14/2019 Estimate#10260 and all septic waste line in sch40 pvc.Waste lines and water lines will be i i, l i stubbed up in the floor for locations of sinks and toilets.This quote does not 1 I include the fixtures or Installation of them.i can provide a quote for that if needed. 1 Rinnai tankless water heater,95%efficient,Price includes installation,and $3,500.00 $3,500.00 NON 1 Yes 1 95% l all materials needed for job.This tankiess water heater will provide hot water Tankless for the Kitchen,Mens,and Womens bathrooms.We will be installing an water inline water filter before the unit to protect the equipment from sediment from heat the well. 1€Slmons Simons heating and cooling warranties all aspects of install for 1 year.If an $0.00 $0.00 NON[Yes 'warranty annual maintenance contract Is signed and we perform the annual service s k Iwe will extend the warranty a only to 2 years on labor. 1 fFresh air flristallation of an inline ducted belt driven fresh air make up fan that brings In $2,826.00 $2,826.00 NON�Yes imakeup up to 1600 cfrrt when your variable speed kitchen range hood comes on. , I fan for Range hood max cfm is 2005.S&P inline fan will be mounted on outside kitchen wall and will be hung with unistrut.We will be installing a relay to activate the i i range fan when the kitchen range hood kicks on.Fan will be ducted to outside to 'hood, bring in fresh air.Allier rack is built in to keep out outside contaminates_This I 1 is a complete install with all electrical labor and material for the job. Subtotal $59,057.00 Tax $0.00 Total $59,057.00 INavies -_�_,,._-�__....�.,...�--�----��-_r___...,...,._,—•----------.� .�w,�..�,.,.._.�------------------.._.._...�.w..�.,.......—..`.-----,.....r.�.,,,�_.� Terms ---------- ----------- i • Signature Date Click HERE to s e pur reviews! Find us an m Facebook • hops;//securel.mhalpdesk.com/pdf/ModulesRcket/Estimate_Print.aspx?mhd_en�LMO3FLDrt7jb7t31i2UWfXZuRj4872c3bRas2PcmUYHuKtg06tW9C,.._ 212 • HAANEN ENGINEERING Job No \Co Sheet No. 1 of k Subject: 9-1F f3..ocied-e.1 cka-f Z f-2c--J L & evil )Ce.OsA u as v'� By I�t)� Date ar I to 1 ty L-0cA rcic -kins (eu. N ysac TOWN OF QUEENSBUR%CC 9-►0) BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as indicating the plans and specifications are in D Q d � on �dOF ps� full compliance with the Building Codes of New York State. `\ Louo n >o F 2 a "S p CTtt 6.e- 4 - ( J P.5 c£ 3 ~ 1 0) 3) Srvm LQQ.,1 on Roof ys do -- 2.01 0 I c L 4 - 0) w v,vrtA Sn uw .ko A- psi= o et Fo-.cku� Cis = l .o �►-',,, TA I .'s Z.2 ( sc - FILE G° m t.j Fcro- �,, k. - 2. Snow &x po s wre Fiat {-by- ( Cej 2 ' a (7a..b e. 2.) A-s t -; 9 SrtoW 11)eY1mw �U�I C C Tc.tbIC 3 ; i c€4—to) FL -- P-00f Selo Lou Pp ° `< to . 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R56h1"-*6 Z.E3 ^re-4,4 2- 2-- 2-bP- . , tr;4%- ,2‘, ,2'-‘" Poy— 0.4 (%).4`.41,101.5 s rYt,x PAbo Ve,4 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 4- SOUTHERN PINE SPAN TABLES Maximum spans given in feet and inches fisfde to inside of bearings TABLE 1 FLOOR JOISTS-30 PSF LIVE LOAD, 10 PSF DEAD LOAD, 360 DEFLECTION Size Spacing Grade inches inches Visually Graded Machine Stress Rated(MSR) Machine Evaluated Lumber(MEL) on center DSS No.1 Nei No.3 24001-2.0E 16501-1.5E 15001-1.6E M-14(1884-1.7) N-i!(1551-1.7) r 1i(18cc 1A 12.0 12-6 11-10 11-3 9-2 12-9 11-7 11-10 12-0 12-0 11-10 2x6 16.0 11-4 10-9 10-3 7-11 11-7 10-6 10-9 10-11 10-11 10-9 19.2 10-8 10-1 9-6 7-3 10-10 9-10 10-1 10-4 10-4 10-1 24.0 9-11 9-4 8-6 6-5 10-1 9-2 9-4 9-7 9-7 9-4 120 r 16-6 15-7 14-11 11-6 16-9 15-3 15-7 15-10 15-10 15-7 2x8 16.0 15-0 14-2 13-3 10-0 15-3 13-10 14-2 14-5 14-5 14-2 19.2 14-1 13-4 12-1 9-1 14-4 13-0 13-4 13-7 13-7 13-4 24.0 13-1 12-4 10-10 8-2 13-4 12-1 12-4 12-7 12-7 12-4 120 21-0 19-10 18-1 13-11 21-5 19-5 19-10 20-3 20-3 19-10 2x10 16.0 19-1 18-0 15-8 12-1 19-5 17-8 18-0 18-5 18-5 18-0 19.2 18-0 16-5 14-4 11-0 18-3 16-7 17-0 17-4 17-4 17-0 24.0 16-8 14-8 12-10 9-10 17-0 15-5 15-9 16-1 16-1 15-9 12.0 25-7 24-2 21-4 16-6 26-0 23-7 24-2 24-8 24-8 24-2 2x12 16.0 23-3 21-4 18-6 14-4 23-7 21-6 21-11 22-5 22-5 21-11 19.2 21-10 19-6 16-10 13-1 22-3 20-2 20-8 21-1 21-1 20-8 24.0 20-3 17-5 15-1 11-8 20-8 18-9 19-2 19-7 19-7 19-2 The spans In these tables were determined on the same basis as the code-recognized Span Tables for Joists&Rafters and Wood Structural Design Data,both published by the American Wood Council;concentrated loads and uplift loads caused by wind were not considered.See Using These Tables and Design Assumptions for additional information.Applied loads are given in pounds per square foot(psi).Deflection is limited to the span in inches divided by 360,240 or 180 and is based on live load only. The load duration factor,CD,is 1.0 unless shown as 1.15 for snow or 1.25 for construction loads.Listed spans are for dry-service conditions unless the table is labeled as Wet-Service.Check sources of supply for available grades and sizes,and for lumber longer than 20 feet;an asterisk(*)indicates the listed span has been limited to 26'-0" based on availability. Reference design values for Southern Pine lumber are published by the Southern Pine Inspection Bureau after approval by the Board of Review of the American Lumber Standard Committee.Reference design values are based on normal load duration under the moisture service conditions specified. Because the strength of wood varies with conditions under which it is used,design values should only be applied in conjunction with appropriate design and service recommendations from the National Design Specification(NDS(1°)for Wood Construction published by the American Wood Council. The Southern Forest Products Association(SFPA)does not test lumber or establish design values.Accordingly,neither SFPA,nor its members,warrant that the design values and adjustment factors on which the span tables are based are correct,and disclaim responsibility for injury or damage resulting from the use of such span tables. The conditions under which lumber is used in construction may vary widely,as does the quality of workmanship.Neither SFPA,nor its members,have knowledge of the quality of the materials,workmanship or construction methods used on any construction project,and,accordingly,do not warrant the technical data,design or performance of the lumber in completed structures. NEW�E DESIGN 2013 MAXIMUM SPANS: SOUTHERN PINE JOISTS&RAFTERS VALUES Edition SOUTHERN FOREST PRODUCTS ASSOCIATION Copyright©2013.Southern Forest Products Association.All rights reserved. inches SOUTHERN PINE SPAN TABLES Maximum ValInside ls givento ininside of TABLE 9 FLOOR JOISTS—80 PSF LIVE LOAD, 10 PSF DEAD LOAD, 360 DEFLECTION Size Spacing Grade inches inches Visually Graded Machine Stress Rated(MSR) Machine Evaluated Lumber(MEL) on center DSS No.1 No.2 No.3 2400f-2.0E 1650f-1.5E 1500f-1.5E N-14(1800-1.3) M31(15$1.7) 14-12 n6M-1.i) 120 9-0 8-6 8-0 6-1 9-2 8-4 8-6 8-8 8-8 8-6 2X6 16A 8-2 7-9 6-11 5-3 8-4 7-7 7-9 7-11 7-11 7-9 19.2 7-8 7-3 6-4 4-10 7-10 7-1 7-3 7-5 7-5 7-3 24.0 7-2 6-7 5-8 4-4 111211.1133111Erl 6-11 6-11 6-9 120 11-11 11-3 10-2 7-8 12-1 11-0 11-3 11-5 11-5 11-3 2x8 16.0 10-10 10-2 8-10 6-8 11-0 10-0 10-2 10-5 10-5 10-2 1922 10-2 9-4 8-1 6-1 10-4 9-5 9-7 9-9 9-9 9-7 24A 9-5 8-4 7-2 5-5 , 9-1 9-1 8-11 120 15-2 13-10 12-1 110211 15-5 14-0 14-4 14-7 14-7 14-4 2x10 16A) 13-9 12-0 10-5 8-1 14-0 12-9 13-0 13-3 13-3 13-0 192 12-11 10-11 9-7 7-4 13-2 12-0 12-3 12-6 12-6 12-3 24.0 12-0 9-9 8-6 6-7 RPIMEM = 11-7 11-7 11-4 12.0 ZEMINEMMIEM 11-0 - 18-9 17-0 17-5 17-9 17-9 17-5 2x12 160 16-9 14-3 12-4 9-6 17-0 15-6 15-10 16-2 16-2 15-10 19.2 15-9 13-0 11-3 8-8 16-0 14-7 14-11 15-2 15-2 14-11 24.0 14-8 11-7 10-1 7-9 14-11 13-6 13-10 14-1 14-1 13-10 The spans in these tables were determined on the same basis as the code-recognized Span Tables for Joists&Rafters and Wood Structural Design Data,both published by the American Wood Council;concentrated loads and uplift loads caused by wind were not considered.See Using These Tables and Design Assumptions for additional information.Applied loads are given in pounds per square foot(psf).Deflection Is limited to the span in inches divided by 360,240 or 180 and Is based on live load only. The load duration factor,CD,is 1.0 unless shown as 1.15 for snow or 1.25 for construction loads.Listed spans are for dry-service conditions unless the table is labeled as Wet-Service.Check sources of supply for available grades and sizes,and for lumber longer than 20 feet;an asterisk(*)indicates the listed span has been limited to 26'-0" based on availability. Reference design values for Southern Pine lumber are published by the Southern Pine Inspection Bureau after approval by the Board of Review of the American Lumber Standard Committee.Reference design values are based on normal load duration under the moisture service conditions specified. Because the strength of wood varies with conditions under which it is used,design values should only be applied in conjunction with appropriate design and service recommendations from the National Design Specification°(NDS®)for Wood Construction published by the American Wood Council. The Southern Forest Products Association(SFPA)does not test lumber or establish design values.Accordingly,neither SFPA,nor its members,warrant that the design values and adjustment factors on which the span tables are based are correct,and disclaim responsibility for injury or damage resulting from the use of such span tables. The conditions under which lumber Is used in construction may vary widely,as does the quality of workmanship.Neither SFPA,nor its members,have knowledge of the quality of the materials,workmanship or construction methods used on any construction project,and,accordingly,do not warrant the technical data,design or performance of the lumber in completed structures. NEWEM DESIGN 2013 MAXIMUM SPANS: SoUmEIERN PINE JOISTS&RAFTERS VALUES Edition SOUTHERN FOREST PRODUCTS ASSOCIATION Copyright©2013.Southern Forest Products Association.All rights reserved. DESIGN PROPERTIES q �� Allowable Design Properties(')(100%Load Duration) Depth Grade Width Design Property 51/2" 4sh" 51/2" Plank 7r1+" 9rh° 9rh" 11r/" 117/s" 14" 16' 18" 20" Orientation TimberStrand�LSL Moment(ft-Ibs) 1,735 2,685 1,780 4,550 1.3E 31/2' Shear(Ibs) 4,340 5,455 1,925 7,190 Moment of inertia On.") 24 49 20 111 Weight(pif) 4.5 5.6 5.6 7.4 ( - T Moment(ff-Ibs) 5,210 7975 1.,920 ; 14,090 Moment of Inertia(in.") 3,435W Shear Ohs) ; ._. ..., ` 4 295 5,065 ? 5,785 1�+ 125 244 µ 400 597• _ 1.55E Weight(pafl i 5.2 6 5 7.7 8.8 Moment(ft-Ibs) ; j__ __. ,. 10,420 15,955 21,840 28,180 3rh" Shear(lbs) L- _-- _T .____ 6,870 8,590 10,125 J11575 Moment of Inertia(in.4) _(_. 250 488 800 1 1,195 Weight(plfl ( 1 10,4 13 15.3 1 17.5 - `'. 61icrollameL' . MS- Moment(ft-lbs) 2,125 13,555 5000 5885 8,070 8,925 112130 15555 19375 1 23,580 2 0E 1s/, Shear(Ibs) 1,830 1 2,410 1 3,075 _1 3160 3,740 3,950 6 4 655 1 5,320 ! 5,985 6,650 Moment of Inertia(in.') ' 24 I 56 I 115 a 125 208 244 400 T 597 L 851 1,167 Weight( If) € 2,8 ( I 3.7 I 4,7 I 4.8 5.7 6.1 l 7.1 9 8.2--�� 9.2 102 Moment(ft-Ibs) I 12,415 03,055 17,970 ! 19,900 127,160 34,955 43,665 31/2' Shear(Ibs) I f 6 260 6,430_ 7,615 I 8,035 �-9,475 110,825 12,180 t Moment of Inertia(in.') E i 231 _I.250 415 ( 488 800 I 1,195 1,701 Weight(pini ; 10.1 ; 10.4 12.3 T 13.0 f 15.3 17.5 19.7 Moment(ft-1bs) i 18,625 i 19,585 26,955 29,855 i 40,740 52 430 65,495 We' Shear fibs) 1 9 390 1 9,646 11420 i 12 055 14,210 16 240 18 270 2.0E Moment el inertia(in 4) 346 • 375 623 ' 733 ' 1,201 , 1792 l 2 552 ' Weight(plM I 15 2 15 6 18 5 , 19 5 23 0 26 3 29 5 1.r Moment(ft-Ibs) [ _- I € 24,830 t 26115 ( 35 940 1 39 805 j 54 325 69,905 87 325 +ro Shear Ohs) 1 I. 12 520 112 855 15 225 1 160 ; 18,945 1 21,655 24,360 I 7 Moment of Inertia(in 4) .. 462 t 500 831_ 977„ ' 1,601 i 2,389 J 3,402 Weight(pit) t , ! 20.2 1 20.8 I 24.6 , 26.0 F? 30.6 35.0 I 39.4 (1)For product in beam orientation,unless otherwise noted. Some sues may not be available in your region. PRODUCT • %` Protect product from sun and water STORAGE `N, %"4•\%*\\\ % % % % e e CAUTION; `%% • % ® ' �r Wrap Is slippery when wet or icy ® *' j r Alin stickers t2x3 or larger) allir , " 4r_ directly over support blocks Wr' �, 40 Use support blocks($x6 or larger) at 10'on-center to keep bundles 419411 out of mud and water Trus Joist'®Beam,Header and Column Specifier's Guide TJ-9000 1 October 2017 4