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4 VALAR Consulting Engineering RECEIVED 12042 SE Sunnyside Road #357 Clackamas, Oregon 97015 AUG 1 2019 OFFICE COPY CITY OF TIGARD BUILDING DIVISION July 30, 2019 LABILITY Approved plans The City of Tigard and its Mr. Greg Brown shall be on job site. employees shall not be GSB Architecture responsible for discrepancies 15749 SE Taggart Street which may appear herein. Portland, OR 97236 VALIDITY OF PERMIT RE: Bankhardt Residence Beam THE ISSUANCE OF A PERMIT 12035 SW Summer Crest Drive BASED ON CONSTRUCTION DOCUMENTS AND OTHER Tigard,Oregon 97223 DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION Dear Greg: OF ERRORS. ORSC 105.4 Please find attached calculation pages 1-20, dated July 2019, which verifies the structural adequacy of the beam at the Bankhardt Residence in Tigard, Oregon as shown in the attached detail dated July 30, 2019. The reinforcing of the beam is being accomplished at your request to evaluate the existing conditions as they relate to current code. Any changes or modifications to the detail shall be brought to our attention prior to proceeding. Design is based on the requirements of the 2014 Oregon Structural Specialty Code. If you have any further questions please let me know. RUCTURq �p PRO/c < � Sincerely, Q� F � �NGINE'F�scS'/� 6 'L r 1 NAt-Go Norman Faris, P.E.,SE :iljBER 2�\� ' MAN J.FP Principal EXPIRES: 12/31/19 CITY OF TIGARD Attachments REVIEWED FOR ODE COMPLIANCE 19116/NE Approved: [ OTC: [ J Permit#: . O Q �13L Address: 120 S u Mlf G�LB� Suite#: w _ By: fc— Date: C 1,9 4 Bankhardt Residence Beam Structural Calculations 1/20 BEAM DESIGN ADDITIONAL PERMITS REQUIRED Fire Sprinkler Fire Alarm ____--- Mechanical Plumbing Electrical 1/ Truss Engineering__ Shop Drawings Other 07/30/19 -.. , Iktit Project Bankhardt Residence Beam By Sheet No. Structural Calculations 2/20 VALAR LLC Location Date CONSULTING ENGINEERING Client Revised Project No. Portland,Oregon www.valarengineering.com Scale ce 'C, C.L. elq\l .::. 12- --(--' cL .A+ tke..__ LV L. 1 ,q 6 Enz LA) tiocut--4- 2 5 psc- it 1 yrdovvk 1)._;( 1 Ili. 4 z 2 4'0 0 ?S Dead Icetzt-7 10 psp txse.. ayi\ --t-Lebit_ i \ W ,: (/2 )(25) 1-(I 2)(20) s 5-tio lb/A.. 012..)YKL#A41- (Coip' Serjxrit've! ) , \-1 4 I s IA isky: g b'7- ee, ( 1,4; Xlax\-1-) ( Sx 111S) copt...siff 2,,,.:- L.vi. ::: 54eivrerr,re'(42)2y1z. 3 ( 3;1 x 11 4-/g) LA/LI • \ i 6 i. it 10 4 Fe; ...; ri.. 4.00 .40•1•••••••.a.g. 41.i• A....... ...".../ VI : , 6 I 6 (0 ‘ Sct g (,2.600 ..-- 2_33 2.1 p,,, ; r , 7. i 3 g . 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P ri. n A7 -:I'�1l\ ,. f _\ 07/30/19 ItA Project Bankhardt Residence Beam By Sheet No. Structural Calculations 5/20 V/ALAR LLC Location Date CONSULTING ENGINEERING Client Revised Project No. Portland,Oregon wvvw.valarengineering.com Scale r: f 2;) r •\re_R pc(' 1-15-10 Jh • vi 1351 0 L.-.* co\ r-3-01 beu) t t Lv 4,tti - I x 3o ci LUS ee s ,v2 r (6 ; JO \ ) Etici re (;??...z,x 5-300u0 rcs. ,S p/it g t-t Cf re. t 11E0 *1' L3ciez jr)r Ic.4 t t < T1- 07/30/19 • Project Bankhardt Residence Beam By Sheet No. VAL/.SR LLC Location Structural Calculations 6/20 Date CONSULTING ENGINEERING Client Revised Project No. Portland,Oregon www.valarenn!gineering.com Scale �4 i P Pty,{1>Y ci prtli`�� t j Q' r 6'v , ( �t '(c'C.k ka_i\Ire( , c� retc Gxtr C1 : ' , A feZ. ,_ 3,o6 sc fi - 91. e iii_ (. b. 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DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 06 17 13—LAMINATED VENEER LUMBER SECTION: 06 17 23—PARALLEL STRAND LUMBER SECTION: 06 17 25—LAMINATED STRAND LUMBER REPORT HOLDER: WEYERHAEUSER EVALUATION SUBJECT: STRUCTURAL COMPOSITE LUMBER AND ORIENTED STRAND BOARD: TIMBERSTRAND® LAMINATED STRAND LUMBER (LSL); PARALLAM® PARALLEL STRAND LUMBER (PSL); MICROLLAM® LAMINATED VENEER LUMBER (LVL); TIMBERSTRAND® LSL RIM BOARD; REDBUILT LSL RIM BOARD; TJ® RIM BOARD; AND WEYERHAEUSER RIM BOARD ICC ICC ICC PMG LISTED "2014 Recipient of Prestigious Western States Seismic Policy Council RIM (WSSPC)Award in Excellence" +rwiEenarioNni A Subsidiary of �ooecouwar ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. ANSI There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this ACCREDITED report, or as to any product covered by the report. ISO+!EC,»Fs Poaot # soot' ai000 07/30/19 Copyright©2019 ICC Evaluation Service, LLC. All rights reserved. Icc ES Eck SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1387 Reissued February 2019 This report is subject to renewal February 2021. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD,PLASTICS AND components of built-up structural members, such as COMPOSITES flanges for I-joists and chords for trusses, as detailed in a Section:0617 13—Laminated Veneer Lumber current ICC-ES evaluation report. TJ® Rim Board and Section: 06 17 23—Parallel Strand Lumber Weyerhaeuser Rim Board are used for rim board Section: 06 17 25—Laminated Strand Lumber applications only. REPORT HOLDER: 3.0 DESCRIPTION 3.1 General: WEYERHAEUSER The structural composite lumber and oriented strand board ADDITIONAL LISTEES: products described in this report comply with ASTM D5456 (PS 2, AC124 and ASTM D7672, where applicable), and REDBUILTTM LLC are described in Sections 3.2,3.3,3.4 and 3.5. 3.2 Microllam LVL: PACIFIC WOODTECH CORPORATION Microllam laminated veneer lumber (LVL) is manufactured EVALUATION SUBJECT: from wood veneers laminated together using an exterior-type structural adhesive. All veneers are oriented STRUCTURAL COMPOSITE LUMBER AND ORIENTED with the wood grain parallel to the length of the member. STRAND BOARD: TIMBERSTRAND® LAMINATED The wood species, properties, adhesives, manufacturing STRAND LUMBER (LSL); PARALLAM® PARALLEL parameters and finished product tolerances are as STRAND LUMBER (PSL); MICROLLAM® LAMINATED specified in the approved quality documentation and VENEER LUMBER (LVL); TIMBERSTRAND® LSL RIM manufacturing standard. Microllam LVL is available in BOARD; REDBUILT LSL RIM BOARD; TJ® RIM various grades and thicknesses as indicated in Table 1, BOARD;AND WEYERHAEUSER RIM BOARD with depths ranging from 2.50 inches (63.5 mm) to 48 inches (1219 mm), and lengths up to 80 feet 1.0 EVALUATION SCOPE (24 380 mm). Compliance with the following codes: 3.3 Parallam PSL: ■ 2018, 2015, 2012 and 2009 International Building Parallam parallel strand lumber (PSL) is manufactured Code®(IBC) from wood strands that are oriented parallel to the length of • 2018, 2015, 2012 and 2009 International Residential the member and bonded together using an exterior-type Code®(IRC) structural adhesive. The wood species, properties, adhesives, manufacturing parameters and finished product • 2013 Abu Dhabi International Building Code(ADIBC)1 tolerances are as specified in the approved quality tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced documentation and manufacturing standard. Parallam PSL in this report are the same sections in the ADIBC. is available in various grades as indicated in Table 1, with For evaluation for compliance with codes adopted by the rectangular cross sections having a maximum thickness of Los Angeles Department of Building and Safety (LADBS), 11 inches (279 mm), a maximum depth of 19 inches see ESR-1387 LABC and LARC Supplement. (483 mm), and lengths up to 66 feet (20 120 mm). Cross Properties evaluated: sections with depths up to 54 inches (1372 mm) are _ available through secondary lamination. See Footnote 13 ■ Structural to Table 1. III Fire resistance 3.4 TimberStrand LSL, TimberStrand LSL Rim Boards 2.0 USES and RedBuilt LSL Rim Boards: The structural composite lumber and oriented strand board TimberStrand laminated strand lumber (LSL), products described in this evaluation report are used as TimberStrand LSL Rim Boards and RedBuilt LSL Rim alternatives to sawn lumber for wall, floor and roof Boards are manufactured from wood strands that are structural members. These structural applications include oriented in a direction parallel to the length of the member use as beams, headers,joists, rafters,columns, wall studs, and bonded together using an exterior-type structural and rim boards. The products are also used as adhesive. The wood species, properties, adhesives, ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as � AL � to any finding or other matter in this report,or as to any product covered by the report. �i 0 /30/19 NO= Copyright©2019 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 10 ESR-1387 I Most Widely Accepted and Trusted Page 2 of 10 manufacturing parameters and finished product tol nkhardt Residence Beam 341I CalculatioR -2, and be attached to the rim board in accoreform are as specified in the approved quality documentation and with the applicable code. manufacturing standard. TimberStrand LSL is available in 4. One flat washer must be used between the deck ledger various grades as indicated in Table 1, with lengths up to and the lag screw head. 64 feet (19 500 mm), thicknesses of 1.25 to 5.50 inches (31.8 mm to 140 mm), and depths up to 48 inches 5. Adjustment factors in accordance with the NDS must (1219 mm). TimberStrand LSL Rim Board and RedBuilt be applied as applicable. LSL Rim Board are available in a 1.3E grade, with lengths For nail and bolt connections other than those described up to 48 feet (14 630 mm), thicknesses of 1.25 to in this report, specific approval by the authority having 1.50 inches (31.8 mm to 38.1 mm), and depths up to jurisdiction is required. 24 inches(610 mm), as indicated in Table 4.TimberStrand LSL having a grade of 1.6E or lower may contain finger 4.3 Fire Resistance and Fireblocking: joints. TimberStrand LSL may be treated with zinc borate 4.3.1 TimberStand® LSL, Microllam® LVL and (ZB), as specified in the approved quality documentation Parallam® PSL: For applications under the 2018, 2015, and manufacturing standard. 2012 and 2009 IBC, the fire resistance of exposed 3.5 TJ®Rim Board and Weyerhaeuser Rim Board: Microllam LVL and Parallam PSL members may be TJ® Rim Board and Weyerhaeuser Rim Board consist of calculated in accordance with Chapter 16 of the ANSI/AWC/AF&PA NDS. either laminated strand lumber(LSL) (described in Section 3.4) or oriented strand board (OSB). The OSB consists of 4.3.2 TimberStrand®LSL:TimberStrand LSL of equivalent wood strands that are oriented at varying angles with sizes to that of sawn lumber may be substituted for sawn respect to the length of the member, and bonded together lumber in fire-resistance-rated floor and roof assemblies, using an exterior-type structural adhesive. The wood as specified in Table 721.1(3) of the 2018, 2015 and 2012 species, properties, adhesives, manufacturing parameters IBC and Table 720.1(3) of the 2009 IBC. TimberStrand and finished product tolerances are as specified in the LSL wall studs without finger joints may be used in the approved quality documentation and manufacturing one-hour fire-resistance-rated wall assemblies specified in standard. TJ® Rim Board and Weyerhaeuser Rim Board Table 721.1(2) of the 2018, 2015 and 2012 IBC and are 1.125 inches (28.6 mm) thick, and are available in Table 720.1(2) of the 2009 IBC as direct replacements for depths ranging from 9.50 to 16 inches (241 to 406 mm). non-fire-retardant-treated 2-by-6 sawn lumber studs, They are available in lengths ranging from 8 to 24 feet subject to the following conditions: (2440 to 7315 mm), as indicated in Table 4. 1. The studs must have minimum cross-sectional 4.0 DESIGN AND INSTALLATION dimensions of 1.5 inches (38 mm) by 5.5 inches 4.1 General: (140 mm). The design and installation of Weyerhaeuser structural 2. Tape and joint compound must be applied to all composite lumber and oriented strand board products must fastener heads and gypsum wallboard joints on comply with this report and the report holder's published exposed surfaces. installation instructions. Design of the structural composite 3. The design axial compressive stress within the lumber products described in this report is governed by the TimberStrand LSL studs must not exceed the least of applicable code and the ANSI/AWC National Design the following: Specification® for Wood Construction (NDS). In the event a. 435 psi(2998 kPa). of a conflict between the report holder's published installation instructions and this report, the more restrictive b. 0.30F,', where a'is the compression design value governs. Reference design values for Microllam® LVL, parallel-to-grain for the LSL, adjusted by all Parallam® PSL, TimberStrand® LSL, TimberStrand® LSL, applicable adjustment factors in accordance with Rim Board, RedBuilt LSL Rim Board, TJ®Rim Board, and the NDS, including the column stability factor, Cp. Weyerhaeuser Rim Board are given in Table 1. c. 0.30a', where FF'is calculated in accordance with 4.2 Connections: the NDS, assuming a slenderness ratio Le/d of 21. The design of mechanical connections for Microllam®LVL, TimberStrand LSL having a minimum net thickness of Paraflame PSL, TimberStrand® LSL, TimberStrand® LSL 1.25 inches (31.7 mm) may be used in fireblocking Rim Board, RedBuilt LSL Rim Board, TJ®Rim Board, and applications, as an alternative to the nominal 2-inch-thick Weyerhaeuser Rim Board must be in accordance with the (51 mm) sawn lumber noted in Section 718.2.1(1) of the NDS. Equivalent specific gravities for nailed, screwed, 2018, 2015 and 2012 IBC, Section 717.2.1(1) of the 2009 bolted and lag screwed connections are given in Table 2. IBC and Section R302.11.1(1)of the IRC. Minimum nail spacing, and end and edge distance 4.3.3 Ti® Rim Board and Weyerhaeuser Rim Board: requirements, are given in Table 3. Nailing requirements TJ® Rim Board and Weyerhaeuser Rim Board may be for the attachment of wall sheathing are given in Section used in lieu of sawn lumber for fire blocking. 4.5. Exception: Lag screw connections between rim board 4.3.4 TimberStrand® LSL with Flak Jacket® FRT products and deck ledgers have allowable lateral loads as Protection: TimberStrand® LSL with Flak Jacket® FRT specified in Table 4, under the following conditions: protection applied to both wide faces and used in continuously supported rim board applications is an 1. Lag screws must have a minimum diameter of alternative to the fire-retardant-treated wood in Section 0.50 inch (12.7 mm), and sufficient length to penetrate 2303.2 of the IBC. through the rim board, not including tips. 2. Deck ledgers must consist of minimum nominally Missing and damaged Flak Jacket® FRT protection is 2-by 6 lumber having a minimum assignedimum ly permitted to an area less than and equal to 3.5-inch-wide gravity of 0.42. (88.9 mm) by the height up to 24 inches (305 mm) of rim board, occurring once in 5 feet (1524 mm) of length. 3. Sheathing between the rim board and deck ledgf7i30/19Exposed end grain does not require Flak Jacket® FRT must consist of wood structural panels meeting PS-1 or protection. ESR-1387 I Most Widely Accepted and Trusted Page 3 of 10 Bankhardt Residence Beam Holes and notches in the rim board shall comekfukyiAl CalcufEcorigY with, or are suitable alternatives to whpt/20 applicable codes and the manufacturer's published specified, in those codes listed in Section 1.0, subject to literature. Penetrations into and through fire-resistance- the following conditions: rated wall assemblies must also be detailed and 5.1 Installation, fabrication, identification, and connection constructed in accordance with Section 714 of the IBC. details must be in accordance with this report, the 4.4 Rim Board: manufacturer's published installation instructions and Each rim board product described in this evaluation report the applicable code. is used as a structural rim board element located at the 5.2 Design calculations and details must be furnished to joist elevation in an end bearing wall or parallel to the joist the code official, verifying that the material is used in framing that is the full depth of the joist space and compliance with this report. The calculations must be manufactured in minimum continuous 8-foot-long (2.44 m) prepared by a registered design professional where segments for the length of the wall. Design values for rim required by the statutes of the jurisdiction in which the board applications are provided in Table 4. Rim board project is to be constructed. products in this report are not required to be continuously 5.3 The products described in this report must be limited supported provided they are designed as flexural members to covered end-use installations with dry conditions of using the reference design values shown in Table 1. The use in which the in-service equilibrium moisture rim boards may be used for any combination of the content is less than 16 percent. following: 5.4 Length and depth dimensions of TimberStrand LSL, 1. To transfer, from above to below, all vertical loads at Parallam PSL and Microllam LVL may be cut to size the rim board location. Allowable vertical loads are for required application. Depth must not be cut to less given in Table 4. than 3.50 inches (89 mm). Thickness dimension of 2. To provide diaphragm attachment (sheathing to top Parallam PSL and TimberStrand LSL may be cut to a edge of rim board). minimum of 1.75 inches (45 mm). Microllam LVL must not be cut in thickness. For all material used 3. To transfer in-plane lateral loads from the diaphragm to in structural applications, the product identification the wall plate below. Allowable lateral loads are given described in Section 7.0 must be maintained on in Table 4. all material, or the material must be re-stamped 4. To provide lateral support to the joist or rafter with the appropriate identification only under the (resistance against rotation)through attachment to the approval and direction of PFS Corporation, Intertek joist or rafter. Testing Services, or APA-The Engineered Wood Association.Additionally,TimberStrand LSL, Parallam 5. To provide closure for ends of joists or rafters. PSL, Microllam LVL, TJ Rim Board, and 6. To provide an attachment base for siding or an exterior Weyerhaeuser Rim Board may be notched, drilled, or deck ledger. tapered end cut provided design is by a design professional. 4.5 Wall Studs: 5.5 TimberStrand LSL that has been treated with zinc TimberStrand LSL may be used as wall stud material in borate(ZB)may be used within the building envelope, accordance with the prescriptive requirements of the such as for sill plates supported by masonry or applicable code. Cutting, notching and boring of nominally concrete footings, foundations or slabs (including 2-by-4 and 2-by-6 TimberStrand LSL studs is permitted in where preservative-treated lumber is required within accordance with Sections 2308.5.9 and 2308.5.10 of the the building envelope) in accordance with the 2018 and 2015 IBC, 2308.9.10 and 2308.9.11 of the IBC, American Wood Protection Association (AWPA) "Use and Section R602.6 of the IRC. Category UC2". When used under these conditions, The allowable shear values for nailed wood structural the corrosion rate of carbon steel and/or galvanized panel shear walls utilizing TimberStrand LSL framing must steel in contact with ZB-treated TimberStrand LSL is be determined using Table 4.3A of the ANSI/AWC Special not increasededwith by the ZB treatment.used exposed dand LSL treated with ZB must not be used in exposed exterior Design Provisions for Wind and Seismic (SDPWS) or or ground-contact applications. Table 2306.3 of the 2009 IBC,subject to the following: 5.6 TimberStrand LSL, TimberStrand LSL Rim Board and 1. TimberStrand LSL having a grade of 1.55E or lower is RedBuilt LSL Rim Board are produced at the considered to be equivalent to sawn lumber studs with Weyerhaeuser manufacturing plant located in Kenora, a specific gravity of 0.42, with the exception that the Ontario, Canada; with quality-control inspections by minimum boundary nail spacing permitted for grades ICC-ES and PFS Corporation (AA-652). For lower than 1.5E must be 6 inches(152 mm)on center. TimberStrand®LSL with Flak Jackets FRT protection, TimberStrand LSL of grades 1.5E or higher, may be the Flak Jacket® FRT protection is applied in used with boundary nail spacings from 2 inches accordance with approved manufacturing standard (51 mm)to 6 inches(152 mm)on center. and quality-control program with inspections by 2. TimberStrand LSL having a grade of 1.6E or higher is ICC-ES and PFS Corporation(AA-652). considered to be equivalent to sawn lumber studs with 5.7 Parallam PSL is produced at the Weyerhaeuser a specific gravity of 0.50. manufacturing plants located in Annacis Island,British 5.0 CONDITIONS OF USE Columbia, Canada; and Buckhannon, West Virginia; with quality-control inspections by ICC-ES and PFS The structural composite lumber and oriented strand board Corporation (AA-652). [TimberStrand Laminated Strand Lumber (LSL), Parallam® Parallel Strand Lumber (PSL), and Microllam® 5.8 Parallam PSL is secondary laminated for Laminated Veneer Lumber(LVL)]; TimberStrand®LSL Rim Weyerhaeuser at Structurlam Products, Ltd., Board; RedBuilt LSL Rim Board; TJ® Rim Board; and Okanagan Falls, British Columbia, Canada, with Weyerhaeuser Rim Board products described in this repo6l/30/19 quality-control inspections by ICC-ES and PFS ESR-1387 I Most Widely Accepted and Trusted Page 4 of 10 Bankhardt Residence Beam Corporation (AA-652) or Intertek Testingtiketaitl calcumchiction date, the grade, the report holder's or li* js (AA-691). name (Weyerhaeuser or RedBuilt) or report holder's or 5.9 Microllam LVL is produced at the Weyerhaeuser listee's registered tradename or trademark(Weyerhaeuser, manufacturing plants located in Buckhannon, TrusJoist or RedBuilt), the name or logo of the inspection West Virginia; Eugene, Oregon; Natchitoches, agency (PFS Corporation, Intertek Testing Services or Louisiana; and Castleberry, Alabama; and at the APA EWS), and the evaluation report number(ESR-1387). RedBuiltTM LLC plant in Stayton, Oregon; with An example label is shown in Figure 4 at the end of this quality-control inspections by ICC-ES and PFS report. Corporation (AA-652). Additionally, 1.9E, 2.0E and 7.2 Additional Identification for Specific Products: 2.2E Microllam LVL are manufactured at the Pacific In addition to the information noted in Section 7.1, specific Woodtech manufacturing plant located in Burlington, products are further identified with the following Washington, with quality-control inspections by information: ICC-ES and APA-The Engineered Wood Association(AA-649). 1. The stamps on Microllam® LVL and Parallam® PSL 5.10 TJ® Rim Board is produced at the Weyerhaeuser also identify the species or species group, as listed in manufacturing plant located in Elkin, North Carolina; Table 1. with inspections by ICC-ES and APA-The 2. TimberStrand LSL treated with zinc borate (ZB), as Engineered Wood Association (AA-649) or PFS described in Section 3.4 of this report, is identified with Corporation (AA-652); and at the Weyerhaeuser the designations"ZB"and"AWPA UC2." manufacturing plant located in Kenora, Ontario, 3. The stamps on rim board products also indicate the rim Canada; with quality-control inspections by ICC-ES board thickness. and PFS Corporation (AA-652). 5.11 Weyerhaeuser Rim Board is produced at the 4. TimberStrand®LSL with Flak Jacket®FRT protection is Weyerhaeuser manufacturing plants located in Elkin, thee dntiwwi ed by a Flak Jacket®protection stamp placed on North Carolina and Kenora, Ontario, Canada; with de face. inspections by ICC-ES and APA-The Engineered 7.3 The report holder's contact information is the Wood Association (AA-649) or PFS Corporation (AA- following: 652). WEYERHAEUSER 6.0 EVIDENCE SUBMITTED POST OFFICE BOX 6049 6.1 Data in accordance with the ICC-ES Acceptance FEDERAL WAY,WASHINGTON 98063 (888)453-8358 Criteria for Structural Wood-based Products (AC47), www woodby dated June 2017(editorially revised March 2018). www.woodbywy.com wood(a,weye rh a e u se r.c o m 6.2 Data in accordance with the ICC-ES Acceptance 7.4 The Additional Listees' contact information is the Criteria for Rim Board Products (AC124), dated following: October 2016(editorially revised March 2018). 6.3 Data in accordance with the ICC-ES Acceptance RED BUIL LLC Criteria for Zinc Borate (ZB) Preservative Treatment O200 E, ID M MALLARD DRIVE B of Structural Composite Wood by Non-pressure BOISE, DAHO 83706 Processes (AC203), dated August 2017 (editorially PACIFIC WOODTECH CORPORATION revised November 2018). 1850 PARK LANE 6.4 Data in accordance with the ICC-ES Acceptance POST OFFICE BOX 465 Criteria for Wood-Based Studs (AC202), dated June BURLINGTON,WASHINGTON 98233 2009(editorially revised March 2018). 6.5 Reports of fire tests conducted in accordance with ASTM E119. 7.0 IDENTIFICATION 7.1 General: The structural composite lumber and rim board products described in this report are identified with a stamp bearing the plant number, the product designation or type, the 07/30/19 ESR-1387 I Most Widely Accepted and Trusted Page 5 of 10 Bankhardt Residence Beam ® ® ,2 5 TABLE 1-REFERENCE DESIGN VALUES FOR M1 ARALLAM PSL AND TIMBERSTRAND LSL'' 13/20 Modulus of JOIST/BEAM ORIENTATION(4) FACE/PLANK ORIENTATION(4) AXIAL BILLET Elasticity(6) Bending Shear Compression Bending Shear Compression Tension Compression GRADE(3) MATERIAL F5(7) F„ Perp-to-Grain Fe F, Perp-to-Graini15i, Fe) Fc THICKNESS E Emm(6) (psi) (psi) F.j_ (psi) (psi) Fel. (Psi) (Psi) (in.) x106 x106 (psi) (psi) (Psi) (psi) Microilam®LVL 1.6E WS 1.6 0.813 2140 285(") 750 2420 190 480 1510 2100 $$E WS$ 8$ 9.915 2445 2851") 5Q2600 1 0 480 1765 377gg �9E WS �9 0.966 2660 285''f �50 690 190'''' 480 1895 51b I 9 nF_9nnnP. WC 1 1(17 (1 l„) lit) 1Roc cin 2.0E-2750Fb WS 2.0 1.017 2750 285 750 2775 190 480 2025 2635 2.0E-2900Fb WS") 2.0 1.017 2900 285°11 750 2865 190°2) 480 2025 2635 2.2E WS 2.2 1.118 3060 285(1) 750 2955 190"2) 480 2275 2870 2.4E WS 0.75 to 3.50 2.4 1.220 3365 285( ) 750 3135 190 480 , 2530 3080 2.6E WS 2.6 1.312 3675 285°1) 750 3315 190 480 2785 3270 1.6E ES 1.6 0.813 2140 28511 800') 2420 190 525k") 1645 2100 1,8E ES 1.8 0.915 2445 285" 800U) 2600 190 525°") 1920 2375 1.9E ES 1.9 0.966 2600 2851') 800a' 2690 190 5251") 2060 2510 2.0E-2600Fb ES 2.0 1.017 2600 285" 800k2") 2690 190 5251") 1895 2510 2.0E ES 2.0 , 1.017 2750 285(") 800(20) 2775 190 525') 2200 2635 2.0E-2900Fb ES 2.0 1.017 2900 285(") 800(`") 2865 190 525(21) 2025 2635 2.0E-2925Fb ES 0.75 to 1.75 2.0 1.017 2925 285(1) 800(20) 2880 190 525)2) 2200 3030 2.0E-3100Fb ES 2.0 1.017 3100 285(") 800(20) 2980 190 525(21) 2200 2635 2.2E ES 2.2 1.118 3060 285°1) 800(20) 2955 190 525(2) 2475 2870 0.75 to 3.50 (20) (2,) 2.4E ES 2.4 1.220 3365 285°1) 800 3135 190 525 2755 3080 2.6E ES 2.6 1.312 3675 285(") 800(20) 3315 190 525)21) 3030 3270 Parallam PSL(") 1.8E WS 1.8 0.915 2500(6) 230 545 2400 190 545 1995 2501 1.9E WS 1.9 0.966 2700(6) 260 580 2525 200 585 2150 2700 ") 2.0E WS 2.0 1.017 29006) 290 625 2650 210 635 2300 2900" 2.1E WS 2.1 1.067 2900(6) 290 625 2650 210 635 2300 2900('4) 2.2E WS 2.2 1.118 2900(6) 290 625 2650 210 635 2300 2900(,4) 1.8E ES Up to 11.0 1.8 0.915 2500(" 230 600 2400 190 595(16j 1995 2500 1.9E ES 1.9 0.966 27000) 260 675 2600 200 665" 2150 2700" 2.0E ES 2.0 1.017 2900(") 290 750 2800 210 735"6) 2300 2900" 2.1E ES 2.1 1.067 3100(6) 320 825 3000 220 805"' 2455 3100" 2.2E ES 2.2 1.118 29006) 290 750 2800 210 735"6) 2300 2900" TimberStrand®LSL,TimberStrand®LSL Rim Board and RedBuilt LSL Rim Board 1.3E 1.3 0.661 1700 425 710 1900 150 635" 1300 1835 1.35E 1.35 0.686 1840 445 750 2055 150 665 1430 1905 1.4E 1.4 0.712 1975 465 785 2215 150 690 1560 1970 1.45E 1.45 0.737 2115 485 825 2370 150 720 1690 2035 1.5E 1.5 0.762 2250 505 860 2525 150 750 1815 2105 1.55E 1.55 0.788 2325 525 900 2615 150 775 1935 2170 1.6E 1.6 0.813 2425 , 545 935 2700 150 805" 2060 2235 1.65E 1.65 0.839 2500 565 975 2800 150 835 2135 2305 1.7E 1.25 to 5.50 1.7 0.864 2600 585 1010 , 2900 150 860 2210(1) 2370 1.75E 1.75 0.889 2720 605 1050 3040 150 890 2305 2435 1.8E 1.8 0.915 2840 625 1090 3175 150 920 2410 2505 1.85E 1.85 0.940 2955 625 1090 3315 150 945 2505 2505 1.9E 1.9 0.966 3075 625 1090 3450 150 975 2605 2505 1.95E 1.95 , 0.991 , 3180 625 1090 3570 150 1005 2710 2505 2.0E 2.0 1.017 3290 625 1090 3690 150 1030 2815 2505 2.05E 2.05 1.042 3395 625 1090 3805 150 1060 2920 2505 2.1E 2.1 1.067 3500 625 1090 3925 150 1090 3025 2505 TJ®Rim Board 0.6E OSB 0.6 0.305 700"" 395 660 - - - - - 1.0E TimberStrand®LSL 1.125 1.0 0.508 130010) 395 660 - - - - - Weyerhaeuser Rim Board 0.6E I 1.125 I 0.6 10.305 1700") 1395 I 660 I I I I I For SI: 1 psi=0.00689 MPa,1 inch=25.4 mm. 'Reference design values are based on dry conditions of use where the in-service moisture content is less than 16 percent(See Section 5.3). 2Reference design values must be adjusted,as applicable,in accordance with Section 8.3 of the NDS. 'Eastern Species grades(ES)for Parallam PSL and Microllam LVL are produced primarily with southern pine(SP)and/or yellow poplar(YP).Western Species grade(WS)products are produced primarily with Douglas fir larch(DF)for Parallam PSL,and DF and/or lodgepole pine(LP)for Microllam LVL. Additional species may be included in accordance with approved manufacturing standard. "See Figure 1 for an illustration of member orientations with respect to load direction. 5Applies for both joist and plank orientation. Calculated deflection of flexural members must account for combined bending and shear deflection.For example,the deflection of a uniformly loaded simple span beam is calculated as follows: 270WL4 28.8WL2 Nhere: A= + e=Deflection,inches d=Beam depth,inches b=Beam thickness,inches Ebd3 Ebd L=Span,feet W=Uniform load,plf E=Modulus of Elasticity,psi 6E„*,is the reference modulus of elasticity for beam and column stability calculations,per the NDS. 'Reference bending design values,Fb,for the applicable orientation,must be adjusted by the appropriate factor(Cu)in the following tables: (Footnotes to Table 1 continued on following page) 07/30/19 ESR-1387 I Most Widely Accepted and Trusted Page 6 of 10 Rankhardt Residence Ream Structural Calculbt3f!&r Depth,d(in.)(See Figure 1) 14120 MATERIAL IN JOIST/BEAM EQUATION 5 3.5 5.5 7.25 9.25 9.5 12.0 14.0 16.0 18.0 20.0 24.0 48.0 54.0 ORIENTATION C„Adjustment Factor Microllam®LVL C„=(12/d)°736 5 1.18 1.18 1.11 1.07 1.04 1.03 1.00 0.98 0.96 0.95 0.93 0.91 0.83 - Parallam®PSL C„=(12/d)°111 5 1.15 1.15 1.09 1.06 1.03 1.03 1.00 0.98 0.97 0.96 0.94 0.93 0.86 0.85 TimberStrand®LSL C„_(12/d)°'092 5 1.12 1.12 1.07 1.05 1.02 1.02 1.00 0.99 0.97 0.96 0.95 0.94 0.88 - Member Thickness,t(in.) MATERIAL See Figure 1) IN FACE/PLANK EQUATION 5 1.75 3.5 I 5.25 7.0 ORIENTATION C„Adjustment Factor Microllam®LVL C„=(1.75/t)°136 5 1.0 1.0 0.91 Not Applicable Parallam®PSL C„=(12/t)°'111 5 1.15 1.15 1.15 1.1 1.06 TimberStrand®LSL Not Applicable(Cv=1.00) 'For Parallam®PSL,the tabulated reference edgewise design bending,Fb,values must additionally be multiplied by 0.93,when the cross-sectional thickness is less than 2.69 inches. "Reference tension design values are based on a standard length of 4 feet. For lengths longer than 4 feet,multiply F,by the following adjustment: Microllam LVL:(4/L)°°85 where L is length in feet. Parallam PSL:(4/L)°'056,where L is length in feet. TimberStrand LSL:(4/L)"83,where L is length in feet. For lengths less than 4 feet,use the tabular reference design value. 10The 2.0E-2900Fb WS grade Microllam LVL is used in header or beam applications only. 11For depths greater than 24 inches,the reference design value,Fv,forjoist/beam orientation for Microllam LVL is 260 psi. 12For product labeled with plant number 1047,Fv(plank)is 150 psi. 13The allowable design stresses given in this table for Parallam PSL are also applicable to Parallam PSL that has been secondary laminated in accordance with the approved Weyerhaeuser quality control manuals for secondary lamination. t4For column applications,Fc=500 psi.Alternatively,column capacity can be determined using the provisions of Chapter 15 of the NDS in conjunction with the published Fc value above and a minimum eccentricity,e2,applied parallel to the narrow face of the column.See Figure 2 for an illustration. e2=t/6+5L2/4608 Where: e2=Eccentricity applied parallel to the narrow face of the column,inches t=Member thickness of the narrow face of the column,inches L=Unbraced column length about the weak axis,feet. 15The bearing area factor, Cb, shall be in accordance with the NDS Section 3.10.4 for plank orientation compression perpendicular-to-grain reference design values. 16Reference design value applies to products labeled"Rim Board". For all other 1.3E TimberStrand®LSL,the compression-perpendicular-to-grain design value, Fv„L,is 670 psi. 17When 1.7E grade TimberStrand®LSL is used as truss chords and webs of engineered wood trusses,the reference axial tension design value is 2050 psi.This value includes an adjustment for length effect.The TimberStrand LSL material must be marked as"Truss Chord Grade",and the engineered wood trusses must be manufactured under the approved quality control program. 78The design bending strengths for OSB and TimberStrand LSL based TJ Rim Board and Weyerhaeuser Rim Board are applicable to depths of up to 16 inch (406 mm)and spans up to 8 feet(2438 mm). "When produced as YP or YP/red maple(RM),the following compression perpendicular-to-grain for face/plank orientation,Fc1(plank)apply:for Fcl(plank)=735 psi for 1.8E ES Fc-L(plank)=840 psi for 1.9E ES Fc±(plank)=945 psi for 2.0E ES Fc1(plank)=1050 psi for 2.1E ES Fc1(plank)=945 psi for 2.2E ES 20When produced as SP the compression perpendicular-to-grain for joist/beam orientation,Fc1(joist/beam),is 880 psi. 27When produced as YP or YP/RM the compression perpendicular-to-grain for face/plank orientation,Fci(plank),is 670 psi. 22The compression-perpendicular-to-grain design value,F®,for 1.6E TimberStrand LSL with thicknesses less than 2.5 inches is 900 psi. 07/30/19 ESR-1387 I Most Widely Accepted and Trusted Page 7 of 10 Bankhardt Residence Beam Structural Calculations 15/20 4 � • .": i ii/ 14'41 1' /AO -11b, '; ,, j d=depth it( t I' � f ..,,- _ -� , t=thickness ,---:-"‘e; Ns1 JOIST/BEAM ORIENATION FACE/PLANK ORIENATION (Load parallel to wide face of veneer or strands) (Load perpendicular to wide face of veneer or strands) FIGURE 1-MEMBER ORIENTATION WITH RESPECT TO LOAD DIRECTION t e2 d FIGURE 2-ILLUSTRATION OF ECCENTRICITY,e2,USED FOR PARALLAM®PSL COLUMN DESIGN TABLE 2-EQUIVALENT SPECIFIC GRAVITIES FOR FASTENER DESIGN1'2'3 EQUIVALENT SPECIFIC GRAVITY Nails and Screws Bolts Lag Screws Withdrawal Dowel BearingDowel Bearing Dowel Bearing PRODUCT (Installed in Face)4 (Installed in Face)4 Installed Installed Installed Installed Load Applied Load Applied Load Applied Load Applied in Edge in Face in Edge in Face Parallel Perpendicular Parallel Perpendicular to Grain to Grain to Grain to Grain Microllam5 LVL 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Parallam5 PSL 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 TimberStrand5 LSL, TimberStrand®LSL Rim Board and 0.42 0.50 0.50 0.50 0.50 0.58 0.50 0.5551 RedBuilt LSL Rim Board Tr Rim Board and Weyerhaeuser Rim - 0.42 - 0.50 0.38 0.50 - 151 Board 'Connection design values must be calculated in accordance with NDS Chapters 10 and 11,using the tabulated equivalent specific gravities given above,and must be adjusted by the applicable factors specified in the NDS. 2See Figure 3 for an illustration depicting face and edge nailing. 3Minimum nail spacing,and end and edge distances must be as specified in Table 3.Minimum spacing,end and edge distances for bolts and lag screws must be as specified in the NDS. 'Equivalent specific gravity values for bolts and lag screws apply only to bolts and lag screws installed into the face of the member. 'The allowable lateral load for lag screws used in deck ledger connections between the rim board products listed in this report and deck ledgers complying with the exceptions in Section 4.2 are given in Table 4. 07/30/19 ESR-1387 I Most Widely Accepted and Trusted Page 8 of 10 Bankhardt Residence Beam Structural Calculations - Edge 16/20 Face i ' Edge Face � FACE/PLANK ORIENTATION JOIST/BEAM ORIENTATION FIGURE 3—FACE AND EDGE NAILING EXAMPLES TABLE 3—MINIMUM NAIL AND STAPLE SPACING ALONG THE EDGE OF THE MEMBER1'2'3 NAIL TYPE AND SIZE MINIMUM NAIL AND STAPLE SPACING(in.) TJ Rim Board TimberStrand LSL(4), Diameter x Microllam LVL(4) Parallam and PSL(4) Weyerhaeuser TimberStrand LSL Rim Board and Penny Weight Length Rim Board RedBuilt LSL Rim Board (in.) Minimum Member Thickness(in.) 0.75 1.5 1.75 1.125 1.25 1.5 1.75-3.5 8d Box 0.113x2.5 3 3 3 6 4 3 3 8d Common 0.131 x 2.5 4 4 4 6 4 3 3 10d Box 0.128 x 3.0 4 4 4 6 4 3 3 10d Common 0.148 x 3.0 5 5 4 6 4 3 3 12d Box 0.128 x 3.25 5 5 4 6(6) 4 3 3 12d Common 0.148 x 3.25 5 5 4 6c8) 4 3 3 16d Box 0.135 x 3.5 — 5 4 161') 4 3 3 16d Common 0.162 x 3.5 — 8(7) 6 16(7) 6181 6(6) 6(8) 16d Sinker 0.148 x 3.25 — 5 4 161') 4 3 3 No. 14 gage staple — 4 4 — — — — — For SI: 1 inch=25.4 mm 'Tabulated minimum spacing values are for nails and staples in a row driven into the edge of the member.The closest permitted on-center spacing for nails driven into the face is the same as permitted by the code for sawn lumber, and must be sufficient to prevent splitting. See Figure 3 for an illustration depicting face and edge nailing. 2To minimize splitting,member edge distance and spacing between rows shall be per the NDS Commentary or 0.375 inch,whichever is greater.Where multiple rows are used,fasteners in adjacent rows must be staggered and the rows must be equally spaced from the centerline of the narrow face axis. 'Maximum permissible number of rows is 2 for 1.25 and 1.5 inch thicknesses,3 for 1.75 inch thickness and 6 for thicknesses greater or equal to 3.5 inches. 'Other nail spacings for specific applications,such as prefabricated steel components or hangers,may be used as detailed for Microllam®LVL,Parallam® PSL and TimberStrand®LSL in a current ICC-ES evaluation report. 'When nailing through the wall sill plate and floor sheathing,such that the maximum nailing penetration into the rim board is 1.25 inches,the minimum allowable on-center spacing may be decreased to 3.5 inches. 'When nailing through the wall sill plate and floor sheathing, such that the maximum nail penetration into the rim board is 1.25 inches, the minimum allowable on-center spacing may be decreased to 4 inches. 'When nailing through the wall sill plate and floor sheathing, such that the maximum nail penetration into the rim board is 1.25 inches,the minimum allowable on-center spacing may be decreased to 5 inches. 07/30/19 ESR-1387 I Most Widely Accepted and Trusted Page 9 of 10 Bankhardt Reslence Beam TABLE 4-ALLOWABLE DESIGN LOADS FOR TIMBWAMl@alt4IBERSTRANDe LSL RIM BOARD,REDBUILT LSL RTA/20 BOARD,TJe RIM BOARD,AND WEYERHAEUSER RIM BOARD PRODUCTS TJ'''Rim Rim Board Product: TimberStrande LSL,TimberStrande LSL Rim Board,and Board and RedBuilt LSL Rim Board Weyerhaeuser Rim Board Rim Board Grade: 21.3E 1.5E 21.55E 0.60E/1.0E Rim Thickness(in.): 21.25 f 1.5 1 21.75 21.25 I 1.5 I 21.75 21.25 I 1.5 I 21.75 1.125 Uniform Vertical Load(lbs/ft)") 59.5 21 11.875 5400(2) 6480(2) 5400(2) 5400(2) 4860 147560(2) 6480(2) 6480(2) 4570 Depth(in.) 16 5000 7560(2) 7560(�) 4000 18 4340 6380 4960 5120 20 3700 5740 4210 4340 (3) 22 3160 5070 7130 3580 5800 3690 5980 24 2710 4440 6470 3070 5060 7430 3160 5210 Lateral Load(lbs/ft)14,e,e1 Depth(in.) I 9.5-24(3) n I 220(3-a) Concentrated Vertical Load(Ibs)(9) Depth(in.) I 9.5-24(3( 3760 I 4520 I 4520 I 4520 I 4520 I 4520 I 4520 I 4520 1 7470 I 3400(3) Deck Ledger Capacity(lbs/bolt)t'0j 0.50 in.Lag 610 I 675 I 725 480 Fastener 0.50 in.Bolt 725 695 Type 0.50 in.Bolt 615" w/air space Axial Stiffness02) Axial Stiffness I 147000 f 166000 170000 I 145000 For SI: 1 inch=25.4 mm;1 plf=14.59 N/m. 'Tabulated uniform vertical load values shall not be increased for duration of load. 2The capacity for this product is limited by a maximum of 360 psi per ASTM D7672. 3TJe Rim Board and Weyerhaeuser Rim Board are limited to a depth of 16 inch or less, 4The maximum lateral load transfer capacities are for seismic design applications. They may be increased by a factor of 1.4 for wind design applications. 'Additional hardware,blocking,overlapped sheathing,or other attachment details may be designed to transfer loads into,and out of,the product's wide face. &Toe-nailed connections are not limited by the 150 lb/ft allowable lateral load capacity as noted for Seismic Design Categories D,E,and F in Section 4.1.7 of the SPDWS. 'Subject to the nail installation limitations of Table 3,these rim board products may be designed as permitted in the applicable code for wood structural panel diaphragms with framing consisting of Douglas-fir larch or southern pine lumber. Products with a thickness greater than or equal to 1.25 in.may be designed as 2-inch nominal framing. Products with a thickness greater than or equal to 2.5 in.may be designed as 3-inch nominal framing. 'The tabulated allowable in-plane lateral load for TJ Rim Board and Weyerhaeuser Rim Board are applicable to installations using the following nailing schedule: -Sheathing to rim board: 8d Common nails(0.131 x 2.5 in.)(or equivalent)at 6 inches on center -Rim board to sill plate: 10d pneumatic nails(0.131 x 3.0 in.)(or equivalent),toe-nailed at 6 inches on center -I-joist to sill plate: 8d Box(0.113 x 2.5 in.)(or equivalent),one slanted nail each side of the bottom flange -Rim board to I-joist: 10d pneumatic nails(0.131 x 3.0 in.)(or equivalent)one each into the top and bottom flanges. 9The allowable concentrated vertical load capacities require a minimum bearing width of 4.5 in.Tabulated concentrated vertical load values shall not be increased for duration of load. t0These deck ledger attachment details correspond with those described by Section R507.9 of the 2018 IRC,R507.2 of the 2015 and 2012 IRC and Section R502.2.2.1 of the 2009 IRC.These 10-year load duration allowable design loads may be increased per the applicable code for shorter duration loadings and used to design alternative deck ledger connections as permitted by Section R301.1.3 of the 2018 and 2015 IRC, R507.2.2 of the 2012 IRC and Section R502.2.2.2 of the 2009 IRC. "Maximum 0.50 inch(13 mm)shimmed air space. 12Axial stiffness is in the cross-grain orientation and is measured in accordance with ASTM D7672 for vertical rim applications. g ` - TimberStrand®LSL1'5E CGMC 12227 R 7 CertifiedSourCing :3' Made In Canada OIM �SF�SFI-00008 0672{Dabe/Time/Shitthere} FIGURE 4-EXAMPLE LABEL OF PRODUCT RECOGNIZED IN THIS EVALUATION REPORT 07/30/19 ESICC EVALufaliON SERVICE L��o.at,o� Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1387 LABC and LARC Supplement Reissued February 2019 This report is subject to renewal February 2021. www.icc-es.orq (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD,PLASTICS AND COMPOSITES Section: 06 17 13—Laminated Veneer Lumber Section: 06 17 23—Parallel Strand Lumber Section:0617 25—Laminated Strand Lumber REPORT HOLDER: WEYERHAEUSER EVALUATION SUBJECT: STRUCTURAL COMPOSITE LUMBER AND ORIENTED STRAND BOARD:TIMBERSTRAND®LAMINATED STRAND LUMBER(LSL); PARALLAM®PARALLEL STRAND LUMBER(PSL); MICROLLAM®LAMINATED VENEER LUMBER (LVL);TIMBERSTRAND®LSL RIM BOARD; REDBUILT LSL RIM BOARD;TJ®RIM BOARD;AND WEYERHAEUSER RIM BOARD 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Weyerhaeuser structural composite lumber and rim board products,described in ICC-ES master evaluation report ESR-1387, have also been evaluated for compliance with the codes noted below as adopted by the Los Angeles Department of Building and Safety(LADBS). Applicable code editions: • 2017 City of Los Angeles Building Code(LABC) ■ 2017 City of Los Angeles Residential Code(LARC) 2.0 CONCLUSIONS The Weyerhaeuser structural composite lumber and rim board products, described in Sections 2.0 through 7.0 of the master evaluation report ' comply with the LABC Chapter 23, and the LARC, and are subject to the conditions of use described in this supplement. 3.0 CONDITIONS OF USE The Weyerhaeuser structural composite lumber and rim board products described in this evaluation report supplement must comply with all of the following conditions: • All applicable sections in the master evaluation report • The design, installation, conditions of use and identification are in accordance with the 2015 International Building Code® (IBC)provisions noted in the master evaluation report • The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16 and 17, as applicable. This supplement expires concurrently with the master report, reissued February 2019. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ILC ANSL! as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. iu�Ernnnoni „ 07!30!19 �"°�°�"" •th Copyright©2019 ICC Evaluation Service,LLC. All rights reserved. Page 10 of 10 Simpson Strong-Tie° Wood Construction Connectors SIMPSON LUS/MUS/HUS/HHUS/HGUS tural Calculations StrongTie ® Face-Mount Joist Hangers 1'for 2x's , , `AEERfp 114 for 4x's � — yl ryp.H + This product is preferable to similar connectors because MIN, �' �/ T J y' —'' of a)easier installation,b)higher loads,c)lower ( rJ W installed cost,or a combination of these features. ' 0 I:, The double-shear hanger series,ranging from the light-capacity dC H �j 1• Go/i LUS hangers to the highest-capacity HGUS hangers,feature , I i innovative double-shear nailing that distributes the load through " ®1 two points on each joist nail for greater strength.This allows for /I �d ®, r fewer nails,faster installation and the use of all common nails for J /a the same connection. (/ w 2 \ For medium-load truss applications,the MUS offers a lower-cost ,:W ----ii alternative and easier installation than the HUS or THA hangers, MUS28 while providing greater load capacity and bearing than the LUS. ei LUS28 co Material:See tables on pp. 194-195 C 8 Finish:Galvanized.Some products available in stainless steel `� ami or ZMAX®coating.See Corrosion Information,pp.13-15. Ij-2'� 1---;----H1 C C C e ° � Installation: • • o ° ° U • Use all specified fasteners;see General Notes. �� ° `' N • Nails must be driven at an angle through the joist or truss H J °•1 1# into the header to achieve the table loads. • ) , m a) • Not designed for welded or nailer applications. ° 03 Options: I j • • �; ® ° a• LUS and MUS hangers cannot be modified b ,� �2°� 6 • Concealed flanges are not available for HGUS and HHUS �-'�c 0HUS210 • Other sizes available;consult your Simpson Strong-Tie ,Y (HUS26,HUS28, representative ,t, HHUS210-2 and HHUS similar) Codes:See p.12 for Code Reference Key Chart -25/8"-., ii: .I ° ° °I a m I m A" Double-Shear ° i Nailing oil ° ,,,,,:/9 4 7---------L n 111 Top View o B 2 W n Double-Shear Nailing M �1I0 Side View °' Do not bend tab £< HGUS28-2 0 s 4 N ' Dome Double-Shear y Nailing Side View ---------____,M7 .- fbe'd (Available on \PPPPPPP P , some models) 0 PO 41 --- --- ppl 0,000 GPpPPpo Typical HUS26 I 0 IIP PP ° Installation P °PPP, & ° t I with Reduced °ol Heel Hei •„ ° rtm i �'` d AeK d 07/30/19 193 • Simpson Strong-Tie`s'Wood Construction Connectors SIMPSON LUS/MUS/HUS/HHUS/HGUSstructural Calculations StrOng=llr3 Face-Mount Joist Hangers (cont.) Min. Dimensions(in.) Fasteners Model Heel Ga. -These products are available with additional corrosion No. Height W H B Carrying Carried protection.For more information,see p.15. Member Member ®For stainless-steel fasteners,see p.21. Single 2x Sizes LUS24 2% 18 1346 3% 13/4 (4)0.148 x 3 (2)0.148 x 3 Many of these products are approved for installation LUS26 4% 19A6 4% 13/4 (4)0.148 x 3 (4)0.148 x 3 SD with Strong-Drive®SD Connector screws. MUS26 411146 18 1%6 53/1s 2 (6) 0.148 x 3 (6) 0.148 x 3 See pp.335-337 for more information. le HUS26 4546 16 1% 5% 3 (14)0.162 x 31/2 (6)0.162 x 31/2 HGUS26 4446 12 1% 5% 5 (20)0.162 x 3% (8)0.162 x 3%z LUS28 4356 18 1456 6% 1% (6)0.148 x 3 (4)0.148 x 3 MUS28 6316 18 19/6 613116 2 (8)0.148 x 3 (8)0.148 x 3 • HUS28 61 16 1% 7 3 (22)0.162 x 31/2 (8)0.162 x 31/2 i HGUS28 6316 12 1% 71/ 5 (36)0.162 x 31/2 (12)0.162 x 31/2 2 ® LUS210 41/4 18 14'46 714%6 13/4 (8)0.148 x 3 (4) 0.148 x 3 d • HUS210 8% 16 1% 9 3 (30)0.162 x 31%2 (10)0.162 x 3% HGUS210 8316 12 1% 9% 5 (46)0.162x31/ (16)0.162x31 O 1.See table below for allowable loads. N N OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads ` Model Code No. Upliftl Floor Snow Roof Wind Upliftl Floor Snow Roof Wind Upliftl Floor Snow Roof Wind Ref. (160) (100) (115) (125) (160) (160) (100) (115) (125) (160) (160) (100) (115) (125) (160) cD Single 2x Sizes 0- • LUS24 435 670 765 820 1,045 435 725 825 890 1,120 495 565 605 770 LUS26 1165 865 I -990 1,070 11,355 , 93550.70 j 1 150 1.475 865 635I,, 785 11,000 IBC,FL, MUS26 930 1,295 1,480 1,560 930 1,405 1,560 1,560 1,560 955 1,090 1,180 a LA HUS26 1,320 2,735 ,, 1,320 2,960 3,280 3,280 3,280 2,350 2,660 2,780 0 HGUS26 875 4,340 4,850 5,170 5,390 875'` --1,111,- 5,390 3,225 3,610 3,87(1 ` 3,985 IBC,FL • LUS28 1,165 1,100 1,260 1,350 1,725 1,165 1,195 1,360 1,465 1,730 865 810 925 1,000 1,270 MUS28 1,320 1,730 1,975 2,125 2,255 1,320 1,875 2,135 2,255 2,255 1,150 1,270 1,455 1,575 1,955 IBC LAFL, HUS28 1,760 4,095 4,095 4,095 4,095 1,760 4,095 4,095 4,095 4,095 1,480 3,520 3,520 3,520 3,520 HGUS28 1,650 7,275 7,275 7,275 7,275 1,650 7,275 7,275 7,275 7,275 1,325 3,670 3,820 3,915 4,250 IBC,FL LUS210 1,165 1,335 1,530 1,640 2,090 1,165 1,450 1,655 1,775 2,270 865 985 1,120 1,215 1,500 IBC,FL, HUS210 2,635 5,450 5,795 5,830 5,830 2,635 5,395 5,780 5,830 5,830 2,220 2,330 2,455 2,535 2,825 LA !'' ''2210 2,090 9,100 9,100 9,100 9,100 2,090 9,100 9,100 9,100 9,100 1,545 6,340 6,730 6,730 6,730 IBC,FL >- 1. 1.For dimensions and fastener information,see table above.See table footnotes on p.195. t7 HHUS/HGUS 0 See Hanger Options information on pp.98-99. CL HHUS-Sloped and/or Skewed Seat • HHUS hangers can be skewed to a maximum of 45°and/or sloped to a maximum of 45° • For skew only,maximum allowable download is 0.85 of the table load • For sloped only or sloped and skewed hangers,the maximum allowable download is 0.65 of the table load MIR U • Uplift loads for sloped/skewed conditions are 0.72 of the table load,not to exceed 2,475 lb. -- ACute • The joist must be bevel-cut to allow for double shear nailing side HGUS-Skewed Seat • HGUS hangers can be skewed only to a maximum of 45°.Allowable loads are: g i , HGUS Seat Width Joist Down Load Uplift Specify angle W<2" Square cut 0.62 of table load 0.46 of table load Top View HHUS Hanger W<2" Bevel cut 0.72 of table load 0.46 of table load Skewed Right 2"<W<6" Bevel cut 0.85 of table load 0.41 of table load Qoist must be bevel cut) 2"<W<6" Square cut 0.46 of table load 0.41 of table load All joist nails installed on the outside angle(non-acute side). W>6" Bevel cut 0.85 of table load 0.41 ofAMed 194