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DIVISION:06 00 00 WOOD, PLASTICS AND COMPOSITES
SECTION:061713 °LAMINATED VENEER LUMBER .
SECTION:06 17.23 PARALLEL STRANO LUMBER.
SECTION:0617 25 LAMINATED STRAND!UMBER.
; r
REPORT HOLDER:
WEYERHAEUSER
POST OFFICE BOX 9777
FEDERAL WAY,WASHINGTON 98063'
8
EVALUATION SUBJECT:
t` � �sSTRUCTURAI COMPOSITE LUMBER: s
TIMBERSTRAND°LAMINATED STRAND!UMBER(LSL), > ,
PARALLAM®PARALLEL STRAND LUMBER(PSL}; 4� x'`
MICROLLAMo LAMINATED VENEER LUMBER(LVL);
TIMBERSTRAND'LSL RIM BOARD;TJ®RIM BOARD;
AND WEYERHAEUSER RIM BOARD,: .512
.
1C/C 1CC. 1CrC
YL
PMG LISTED
Look for the trusted marks of Conformity!
"20I4 Recipient of Prestigious Westem States Seismic Policy Council
(WSSPQ Award in Excellence Jbs" A Lary of`c
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other a tr m of
specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a t
recommendation for its use, There is no warranty by ICC Evaluation Service, LLC, eW�,ess or implied, as
to any finding or other matter in this report,or as to arty product covered by the report.,: ..o...m,
rnnvriaht tt)?nl t;irr Fvaliratinn Spn►ira I l r all riohtc rPcPn►Pr1
e
AcceptedICC EVALUATION
SERVICE Most Widely . .Trusted
ICC-ES EvWil tlon Re `ort
P. ESR- 387 1
Reissued February 2016
Revised August 2016
This report is subject to renewal February 2017.
tivww.icc=es o>ri� I (800�.423-6587 1, (562)699-0543 A,Subsidiary of the international Code Council_
DIVISION.06.00 00—WOOD,PLASTICS AND 2,0 USES
COMPOSITES The structural composite lumber products described in this
Section:061713—Laminated Veneer Lumber
evaluation:report areused as alternatives to sawn lumber
Section:0617 211-Parsllel Strand Lumber
,„ for wall;':Ooorand roof structural members.These structural
Section:06.17 25—Laminated Strand Lumber
applications include use-as beams,headers,joists, rafters,
columnsi wall studs,and rim boards.The products are also
REPORT HOLDER: used as c6inponerits of built=tip structural members, such
as oanges far Foists and chords for trusses as detailed in
WEYERHAEUSER_ a current,ICC-ES evaluation report. T.P:Rfm`Board,and
POST�OFFICE BOX 9777 Weyerhaeuser` Rim Board are used for rim board
FEDERAL WAY;WASHINGTON 98063 so, iications,only
(253).9244; 231 ,, 3.0 DESCRIPTION
wood@ weveihaeusencom 3.1 General:
www.wdodbmv.com
The structural composite lumber products described in this
ADDITIONAL LiSTEES: report comply with ASTM D5456(PS 2,AC124 and ASTM
D7672;,:where applicable), and are described in Sections
REDBUILTTM LLC 3:2,3 3,3 4 and 3.5
,41 f •
200 EAST MALLARD DRIVE ?tfam
BOISE,IDAHO 83706 Microllam laminated veneer lumber(LVL)is manufactured
from wood veneers laminated together using an exterior?
PACIFIC WOODTECH CORPORATION type structural adhesive. All veneers are oriented with the
1850 PARK LANE wood grain parallel to the length of the member.The wood
POST OFFICE BOX 465 species,;properties, adhesives, manufacturing parameters
BURLINGTON;WASHiNGTON 98233 and finished product tolerances are as specified in the
approved ,.quality documentation and manufacturing
EVALUATION SUBJECT: standard.Miciollam LVL`is available in various grades and
thicknesses as:indicated;in Table 1.,with depths ranging
STRUCTURAL COMPOSITE LUMBER: TIMBERSTRAND ' from 2.50 inches(63.5 mm)to 48 inches (1219 mm);;and
LAMINATED :STRAND LUMBER .(LSL); PARALLAM® lengths up to 80 feet(24 380 mm).
PARALLEL :STRAND 'LUMBER (PSL); MICROLiAM!', 3.3` Parallam PSL:
LAMINATED VENEER LUMBER(LVL);TIMBERSTRAND.,,
o Parallam parallel strand lumber (PSL) is manufactured
LSL RIM BOARD; TJ . RiM BOARD; AND from wood' strands that are -oriented parallel to the
WEYERHAEUSER RIM BOARD ~°
w length;;:of;:the member and,,bonded together using an
1.0 EVALUATION SCOPE exterior-type structural adhesive:;; The -:wood species,
properlies,;..adheslves, manufacturing parameters and
Compliance with the following codes: finished' product 'tolerances are as specified in the
® approved quality documentation and manufacturing
■ 2012 and "2009 International Building Code
(2012 and 2009 IBC) standard:.Parallam PSL is available in various grades as
Indicated in Table 1,with rectangular cross sections having
■ 2012 and 2009 lntematianal Residential Code® 'a maximum width of 11 inches (279 mm).,:a maximum
(2012 and 2009 IRC) depth of 19 inches.(483 mm),;and lengths up to 66 feet
■ 2013 Abu 1.Dhabi International Building Code(ADIBC)t (20 120 mm)jCross sections with depths up to 54 inches
rrne noise t►ased on the 2ooB lee.20t18 IBC Dods sections reh:lenced (1372 mm) are available through secondary lamination,
in Ws report are the same sections to the A018C See Footnote 14 to Table 1.
Properties evaluated: 3.4 and Timber rand LSL,im TimberStrand LSL Rim Boards
RedBuI■ Structural TimberStrand laminated strand lumber (LSL),
s Fire resistance TimberStrand LSL Rim Boards and RedBuilt LSL Rim
ICC ES Evaluation Reporu are►rot to be conruual as representing aesthettes or any.other ottrihutes tmt speciflatdly addressed.nor are they to be construed
as do endorsement of the subject of the report oia recommen"lon for in ase.'7here it ar wsarronty by iCC Evaluation Service,UC,express or implied,at ;
to anyfnding or other matter in this report,or as Ouny product covered M the report,
rnrwdnht95"1R Mr.RmImtinn Cnrvirp 1 I C An rinhhr mmrund Me 1 of 8
ESR-13ST'lz Most Wid*Accepted and:Trusted Page 2 of 8
Boards are manufactured from wgod strands that are- 3. Sheathing_between;the rim.board and deck ledger
oriented in a direction parallel to}he length of the member must conslst of wood:structural panels,meeting PS4
and'bonded together using an ,extenor:type :structural or; PS-2, and be .attached s to..the rim .board" m
adf esrve 1 he wood species, .properties, adhesives; accordance wo the applicable code»:
manufacturing parameters and finished product tolerances `
4 One,:.flat washer must be.used between:the deck
are as specified innttie approved quality documentation and led er and.the lag screw head;;'
manufacturing standard.:7imbbr5trind LSL is available,in
various grades as indicated` ii Table.1,r.with Iength5 up to 5. Adjustmernt factors in accordance with the NDS must
64�.feet(19`<500 mm) thicknesses Hof 1.25 to 5 50 inrmes be applied as applicable-
(31'.8 mm to 140 mm) ,and`'depths up to ,48 inches For nail and bolt connections other than those described
(1219'mm). Timt>erStrand;LSL Rim Board;and R&Built in`this reps, specific approval by the authority having
LSL Rim Board are.available in.a 1.3E grade,with lengths jurisdiction i5 required.
up..to ;48, feet (14 630 mm), thicknesses of°:1.25 to
1:50:inches' (31.8.mm to 38.1 mm).'and depths up to 4.3 Fire Realatence and Flrablocking:
24 inches(610 min),as indicated in Table 4.TimberStrand 4.3.1 TlmberStandm LSL, Mlcrollemo LVL and
LSL having-a grade.of 1.6E or lower may contain finger Parallamo-PSL.For applications under the 2012 and 2009
joints. TrrnberStrand LSL- ma be treated with zinc borate
j ..Y4 IBC, the fire..resistance pf exposed Micrallam_LVL and
(ZS), ag."So' crfidclAn the approved:quality documentation Parallam`PSL members may,66 calculated in accordance
and manufacturing standard: with Chapter 16 of the ANSIIAWC NDS.:
3.5 TJ Rim Board and Weyerhaeuser Rim Board: 4.3.2 TimberStrendm LSL:Tim,berStrand LSL of equivalent,
TJ!Rim Board>an'd Weyerhaeuser Rim.Board consist of sizes to that of sawn lumber may:be substituted for sawn
either laminated strand lumber(LSL) (described in Section lumber in=fire-resistance-rated floor.and;roof,assemblies,;
3.4j or oriented strand board (OSB). The OSB consists of as specified in',-Table 721.1(3)of the 2012 18C and Table
wood strands that:are'*,oriented I at varying angles with 720.1(3)'of the 200R]BC.,TimberStrand LSL wall studs
respect to the length of the-'member,and bonded together without finger;joints may=be used.in the one=hour fire-
using am°exterior-t pe structural, adhesive The,wood resistance-rated wall assemblies specified in...Table
species,.' )parties, adhesives,'manufactudng..parametem 721.1(2) oft;the 2012 IBC and Table 720;1(2)of the 2009
and finished product tolerances are as specified in`the IBC as direct replacements for non-fire-retardanVireated
approved duality documentation and manufacturing 2-by-6 sawn lumber studs, subject to the following
standard. TJ Rim Board and Weyerhaeuser Rim Board conditions:
are 1.125 inches (28.6 mm) thick, and are available in 1. The studs must have minimum, cross-sectional
depths ranging.from 9.50 to 16 inches (241 to 408 mm). dimensions of 1:5 inches (38 mm) by 5,5 inches
They are available in lengths ranging from 8 to 24 feet (140 mm).,
(2440 to 7315 mm),as indicated in Table 4.
4.0 DESIGN AND INSTALLATION 2 Tape and joint compound must be applied to all
fastener heads and gypsum wallboard joints an
4.1 General: exposed surfaces.
.The design and installation of Weyerhaeuser structural 3. The design axial compressive stress within the
composite lumber products must comply with this report TirriberStrand LSL studs must not exceed the least of
and,.the::report.holders published installation instructions. the following:
Design `of the structural composite lumber products a. 435.Vsi(2998 kPa).
described in this report is governed by the applicable code
and:-the.ANSUAWC" National Design Speciltcadon®- for b. 0.3M'. where Re' is the compression design
Wood-:Canstrirctiar► (NDS). In .the evenv of a conflict value parallel-to-grain for the LSL; adjusted by
between , ttie' report holder's published installation all applicable adjustment factors in accordance
instructions.and this..report, the:snore restrictive governs. with the NDS, including the column stability
Reference design:-values for Microllame LVL, Parallame factor,Cp.
PSL, TmberStrarido LSL,. TJe Rim Board,. and c. 0.30Fc, where Fa' is calculated in accordance
Weyer haekiser Rini Board are given In Table 1. with the NDS,assuming a slenderness ratio Laid
4.2 Connections: of 21.
The design of mechanical connections for Microllame LVL, TimberStrand LSL having a minimum net thickness of
Parallam PSL, TimberStrande LSL, TP Rim Board, and 1.25 inches (31.7 mm) may be .used in fireblodcing
Weyerhaeuser Rim Board must be in accordance with the applications, as an alternative to the nominal 2-inch-thick
NDS. Equivalent specific gravities for nailed, screwed, (51 mm) sawn lumber noted in Section 7182.1(1)of the
bolted and fag screwed connections are given in Table 2. 2012 IBC, Section 7172.1(1)of the 2009 IBC and Section
Minimum nail spacing, and end and edge distance R302.11.1 (1)of the IRC.
requirements, are given in Table`3. Nailing requirements 4.3.3 TJ* Rim Board and Weyerhaeuser Rim Board:
for the attachment of wall sheathing are given in Section TJ® Rim Board and Weyerhaeuser Rim Board may be
4.5. used in lieu of sawn lumber far fire blocking.
Exception: Lag screw connections between rim board 4.3.4 TimberStrane LSL with Flak Jacket! FRT
products and deck ledgers have allowable lateral loads as Protection: TimberStrande LSL with Flak Jacket° FRT
specified in'fable 4,under the following conditions: protection applied to both wide faces and used in
1. Lag screws must have a minimum diameter of continuously supported rim board applications is an
0.50 inch(12.7 mm),and sufficient length to penetrate alternative to the fire-retardant-treated wood in Section
through the rim board,not including tips. 2303.2 of the IBC.
2. Deck ledgers must consist of minimum nominally Missing and damaged Flak Jacket! FRT protection are
2-by-6 lumber having a minimum assigned specific permitted to an area less than and equal to 3.5-inch-wide
nravity of n 47 1AA 0 mm)by thw hninht son to PA irwhae MS meth of rim
ESR 1387 I :Most Ii el 4ccepted and.,Thi fed; ; . Page 3 of 8
board, occumng once m 5 feet {1524 min) of length specified, in those codes fisted in Section 1 0, subject to
Exposed end gram does not require Flak°Jackets FRT the following condi#ions. ,
prolechon 51`.Installation, fabrication, rdentificahon,.and connection
Holes and notches in the°.rim board shall com ply,,With details must be in,accordance with this rt, the
applicable codes and manufacturers blished literature. manufacturer's published installabon instru and
Penetraboiu; into-and through fire-res stance'rated,wall the applicable'code:
assemblies='must also "be'•detailed and constriicted in 5� Design calculations and details must be famished to
accordancewdh Section 714 of the IBC. the`code ty9
official=veri in that the material is used.in
4 4.rRlm Board: .
..
compliance with-this report.The calculations must be
Each rim board product described in.this evaluation report prepared by:a registered design'professional-where
Is used as astrudural element located at the joist elevation required by the statutes.of the jurisdiction in which the
` ' ro ect Is to be constricted.
e.in an".end bearing wall or parallel to the�aist framing that is p
` the full depth of- foist space` and manufactured in 5.3 The products described rnthis report must be limited
minimum continuous ti foot-long(2.44 m)segments for the to covered end-use:installations with dry conditions of
length of the wall Rim board products in this,re ort arenot
p use,.in which the ri-service equilibrium moisture
required towbe�continuousty:supported provided they are content is less than 16 percent.
designed as 1lexurak memberi using,.the reference design
values shown in Table 4.The rim boards maybe used for 5.4 Length-and depth dimensions of TimberStrand,LSL,
any combination of the following: Parallam PSL and Microllam tVL may be,cut to.size
..
for required application.Qepth must,not be cut to less
1. To transfer,:.from above to below, all.vertical loads at than 3.50:inches (89 min) Thickness,;dimension=of
the rim ;board location. Allowable vertical bads are
given'in Table 4. Parallam PSL and;TimberStrand LSL may be cut to a
minimum of 1.75;:inches (45`_min): 'Microllam _LVL
2. Toprovide diaphragm attachment (sheathing to top must not be cut in1hicknes6. For all Material.used
edge of rim board). in structural .applications, the=product identification
3. To transfer in- described in. Section 7.0 must be maintained "on
plane lateral loads from the`diaphragm all!.material, or the material must be re4tamped
to t'e`wall plate below. Allowable lateral loads are with the :appropriate identification only under'the
given in Table 4. approval and direction of PFS Corporation, Intertek
4. To provide lateral support to the joist or rafter Testing Services, or APA-The Engineered Wood
(resistance against rotation) through attachment to Assoc iation.:Additionally,Timber$trand LSL,Parallam
the joist or rafter. PSL, Microllam LVL, TJ Rim Board,-: and
5. To provide closure for ends of joists or rafters. Weyerhaeuser Rim Board may be notched,drilled,or
tapered end cut provided design is by a design
6. To provide an attachment base for siding or an professional.
exterior deck ledger. 6.5 TimberStrand LSL that has been. treated with zinc
4.5 Wall Studs: borate(ZB)may be used within the building envelope,
TimberStrand"LSL may;be used as wall stud material in such ;as for sill.plates supported by masonry,or
accordance with the prescriptive requirements of the concrete footings, foundations or slabs .(including
applicable code. Cutting,notching and boring"of nominally where preservative-treated°dumber-is required within
2-by-4 and 2-by=6 TtmberSfrand.>LSL studs,Is.permitted in the =building "envelope) .in accordance with the
accordance'wilWactions 2308.9.10 and 2308.9.11 of the American Wood Protection.Association (AWPA)'Use
IBC,and Section R602.6 of the IRC. Category UC2".When'used under these conditions,
the corrosion rate of carbon steel and/or galvanized
The-allowable,shear values for nailed wood structural steel.in contact with ZB-treated TimberStrand LSL is
panel shear:walls utilizing TimberStrand LSL framing must not increased by the ZB.treatment.TimberStrand LSL
be determined using_Table 4.3A of the ANSI/AWC Special treated with ZB must not be used in expose&6idedor
Design_Provisions for Wind and°Seismic (SDPWS) or or ground-contact applications.
Table 2306.3 of the 20091BC,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 Weyerhaeuser manufacturing plant located in Kenora,
with a specific gravity.of 0.42,with the exception that
the minimum boundary nail spacing permitted for Ontario. Canada; with quality-control inspections by
ICC-ES and PFS Corporation (AA-652). For
grades lower than 1.5E must be 6 inches (152 mm) TimberStrand®LSL with Flak Jacket®FRT protection,
on center. TimberStrand -LSL of grades 1.5E or the Flak Jackets FRT protection is applied in
higher;maybe used with boundary nail spacings from accordance with approved 'manufacturing standard
2 inches(51 mm)to.6 inches(152 mm)on center. and quaUty-control program with inspections by
2. TmberStrand 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 5.7 Parallam .PSL is produced at the Weyerhaeuser
With a specific gravity of 0.50. manufacturing plants located in Annacis Island,British
5.0 CONDITIONS OF USE Columbia, Canada; and Buckhannon, West Virginia;
The structural composite lumber (TimberStrane with_quality-control_Inspections_by_ICC-BS-and__PFS
Laminated Strand Lumber(LSL),Pi Ilam®Parallel Strand Corporation(AA-652).
Lumber(PSL), and Microllam®Laminated Veneer Lumber 5.8 Parallam PSL is secondary laminated for
(LVL)]; TimbsrStrand® LSL Rim Board; TJ® Rim Board; Weyerhaeuser at Structudam Products, Ltd.,
and Weyerhaeuser Rim Board products described in this Okanagan Falls, British Columbia, Canada, with
report comply with, or are suitable alternatives to what is quality-control inspections by ICC-ES and PFS
ESR-1387 ( :Wst Mdety Accepted and Trusted Page 4 of e
s
Arporafion (AA 652) ;cr Intertek Testing Services 6.4,. Data ;in accordance :with the; ICC-ES Acceptance
{AA-ti91) _ 02), dated June_
Cntena for Wood Based Studs {AC2
5 9 'Microllam LVL; is produced at the`Weyefiaeusec 2009(editorially revised February 2014)
manufacluring plants located In Buckhannon, 6.5:,Reports of fire tests,conducted In:accordance with
Natchitoch
`West Virgrma; Eugene, Oregon. ; es;: ASTM E119 "`
'Louisiana,:and Castleberry, ."Alabama; and :at the: 7.0 IDENTIFICATION
RedBuilt""LLC_plant iri"Stayton Oregon,with quality= `
control mspectrons by ICC-ES:and PFS Corporation 7.1 i General
(AA-652) Additional 1 9E.20E and 2.2E Mrcrollarn '
ly The structural composite lumber and rim board;products
LVL are manufactured at the Pacific Wood tech descdW,in this report are identified with a stamp:bearing
manrtfacturing plant'g located in Burlington, the plan number,: the product designation ar:type the
Washington, with :quality-control inspections' ;by production°'date,,the grade; the.report holders or listee's
ICC-ES . and . APA=--The ::Engineered Woad
name and/or logo", the name or logo of,the mspedion
Association:(AA-849). agency (PFS,Coporation'3:Intertek Testing".Services, or
5.10 T.P. Rim Board is produced at the--Weyerhaeuser. APA EWS), as applicable,1.11 and the evaluafion report
manufactunng"lpa;'t located in,Elkin,::Narth'Carolrna;;
number(ESR 1387)
with nspectons _by` ICC-ES and APA The 7,2 Atldlttonal Identification for SpeciflcProducts
Engineered ;Wood; Association (AA-649) ar .PFS
Corporation '(AA-652);' and at the: Weyerhaeuser In addition to the information noted in Section 7.1, specific
manufactunng plant `located`,in �Kenora, Ontario,. products are further identified with the following
Canada,.with;quality-control inspections by IMES informafion
and PFS Corporafion(AA-652).; 1.: The stamps.on'Microllam® U.
and,:Parallam°PSL
5.11 Weyerhaeuser` Rim Board:, is produced at the also identify the species or species group;as listed in
Weyerhaeuser:manufactunng-plant located in Elkin;;G
Table"1
North: Carolinas`with inspections by"'ICC-ES and' 2- TlmberStrand LSL treated with zinc borate (ZB), as
APA—The.Engineered Wood Association(AA-649)or described in:Section 3.4 of this report, is identified
PFS Corpotallon`(AA-65.2).- with the designations"ZB"and`AWPA UC2."
6.0 EVIDENCE SUBMfTTED 3:, The stamps ow rim board products also indicate the
6.1 Data in accordance with the ICC-ES Acceptance rim board thickness.
Criteria for Structural Wood-based Products (AC47);, 4 TimberStrande LSL with Flak Jackete FRT protection
dated February 2015 (editorially revised January is identified by a Flak Jackete protection stamp placed
2016). on the wide face
6.2 Data in accordance with the IMES Acceptance
Criteria for Rim Board Products (AC124), dated
February 2015(editorially revised January 2016)
6.3 Data in accordance with the IMES Acceptance
Criteria for Zinc Borate (ZB) Preservative Treatment
of Structural Composite Wood by Non-pressure
Processes (AC203), dated February 2010 (editorially
revised February 2014).
H
ESW4 387 1'Most Widely Accepted and.Trusted Page:S of 8
TABLE 1 REFERENCE DESIGN VALUES FOR MICROLLAM LVL,PARALLAM.-PSL AND TIMBERSTRAND'LSL1
Modulueot? JOIST/BEAM ORIENTATION FACE/PLANK ORIENTATION AXIAL
BILLET Eleuldty�w eending Sheer Comptssalor 13 in0 Shear Compresstornr Tenon Compression
MATERIAL e r r.; Fe F. Perp.."MIn r� F. Pere to Grolrtr ,.. Fe
GRADE: THICKNESS E Em, (Pet) (PN ` ,Frig iPeq (Pat) pr3 (P) (Psi)
(in,) z10' x1O° (Psi) .. (psi)
(WI) I _.
1.8E WS 1.8 0.813 2140 28 2530 190 .1 480 1240 00
1.8E W 1.8 2445:+# 285 7So 2890 190 480 1450 2375
1.9 W 1.9 0.956 2600 5 750 b 90 " 480 1555 2510
2.0E- 5 .0 .017 27 285 750 325 190 480 1650
2.0E-2900F WS 2.0 1,017 2900 5>�:.: 750 3430 190 460 1660 2835
°. 2. WS 2.2 1.1 TO `'3080: 285 750 381 1 0 b=:' 2870
2:4E W5 2.4 1.220 3366 285. 760 3980 190 480 2076 3080
2.8E WS <' 8 1.312 3875 285 750 4345. 190 480 5, 1: '-=3 0..
1.SE PIED z 44 285 880 2890 190 525 1575 5
1.9 1 0,9tit1: 2600 285 0 3075 190 625 1800 2510
2.OE SPlEUC s 2.0 1.D17 'r 50" 285 880 5 190 525 18D5 2835
2.0E-290oFb SPJEUC 0.75 to 3 50 e. 2.0 t.D17 2900 285 880 3455 120 525 1860 p
2.2E /EIdC 2.2 1,118 3060 2 880 3815 190 525 2030 7
4 - P 2.4 1.220 3385 g
.. 88D 3@80 18D:k 525 226 3080
2;8E5P 28 .312 3875 80 4345 190 525 R 3270
1.8E 18 0.813 1 :.= 8 1 6T 2100
1.BE YP/RM 1.8 0.915 2445 00 2890 190 870 2375
1.9E YPlRM 1.9 O.t188 2800 800 3075 190 670 2510
2.0 1.017 2750 SOD 3255 190 670 2835
2.0E-2900FbYPlRM 20 1.01T 2900 800 3255 1@0 870 2835
.2.2 YP M' 2 18 80 3515 19 670 2.0E-31O0 b- JRM r ; 2D 1,017 3100 800 3255 1 0 670
2.0�28DOFb 2.0 1.017 2800 750 3075 190 1555 2510
2.0E-2925Fb SP 0 7510 .7.5 0 1.D17 2925 880 3455 190 525 1 1805 3030
w Perallem PSL:
1.8E DF 1.8 0,915 260 2 40 19 545 1 1765 2500 i
1.9E DF 1.9 0,066 2700 . 260 1 580 2525 200 585 1890 2700
0E DF 2.0 '1.017 2900 2901 625 28SO 210 63 -+202S':,' 29
2.1 OF 2.1 1467 290 290 825 285 Ho 835 2025 2900
2.2E DF 22 1.118 2900 290 825 285 210 636 2025 2900
E 1.0 0.916 260 30 600 24 O 190 595 1755 2500
1.8E SP Up to 11,0 1.9 0.966 .27 0 260 675 2800 200 885 i8a0 t: (270
20E SP 2.0 1.017 290 290 750 280 735 2025 29D0•
2.1E S 1A67 3100 320 825 3000 2201 805 2160 310D
1.8E YP- M 1.8 0.915 2500 230 600 2400 180 735 1
1.9E YP-YP 1. 988 2700 BO 875 2800 2 0 840 1860 700
2109,YP-YPIR 2.0 1.01 29 0 0 750 2800 210 . 945 2025 29
21 E YP-YP/RM 2.1 1.067 3 5 3 00 220 1 1050 1 2160 3
TimberStrand'LSL
1.3E 1.3 0.681 1700 710 1SOO 1075 1 1035
1. 5E 1.35 0.686 1840 445 1 750 2055 150 1 1180 1 1906
1.4E .4 0.712 1975 466 7 2215 150 1 ago 1290 1 1970
IASE 1,45 0,737 2115 485 825 2370 150 1 720 1395 1 203
I.SE 1.6 0.762 2250 05 860 2525 160 1750 1500 1 2105
1.55E0788 2325 Boo 2615 160 1 776 160017
I-SE 1.6 0.813 ":';42 `< 645 9 2700 150 1 go 1700
1.85E 1,85 0.939 >Y2. 0A^ 975 2 150 1 835 1785 2305
1.7E 125 t 5 5)1' 1.7 Ole" 280o $85 ?1 10 %.•29O0F' 150 1 880 2370
1.75E 1.75 0.889 2720 M- 1050 3040 150 1 ago 1905 2435
.8 0.915 2840 fl25 1090 3175' 150 1 920 1990 2505
1.85E 1.05 0.940 29 25 1090 33 ISO 1 945 207
3 75 825 IQSO 345 7 �24
1.95E 1.95 0.991 3180 825 1090 357 150 1 05 2505
OE 2.0 1.017 3290 825 1D90 .3890 150 2505
2.05 1.042 3395' 825 1000 3805 150 108a MS
21 1.067 1 3500 1 825 I 109D 3925 150 1090 2500 2505
TJ'Rim Board and Wayefteuser Alm Board
0.8E OSt3 0.6 0,305 7 395 Sao t
1.0E7imberStran 1.125 1.4 0.508 1340 "395_' Soo
For&.- 1 "
psi=0.00889 MPa,1 loch=25.4 mm. '
'Reference design values are based on dry conditions of use where the t i seNIce mdYsture content Is less than 18 percent(See Section 5.3).
?Reference design values must be adjusted,as applicable.In accordance with Sectiori 8:3 of the NDS,
'Grade designations for Microllam LVL and Parajarr PSL Include species codes as followst DF=Douglas fWarch,LP=lodgepole pine;WH=western hemlock';
SP=southern pine;YP;�::yeliaw poplar,Wgjid maple;EUC=Eucalyptus4DF,LP and WH are permitted to be combined as Western Species(WS) SP,,YP,
SPIEUC and YPIRM are pemdtted to be corribined as Eastern Species(ES):When using the species group designations WS or ES,the aflawable stress;[s the
Wirer value for the species fri the group.
°See figure 1 for an illustrapon of member aderdations with respect to load direction:
xAppties for bo8r Joist and plank orientation. Catcu�ated defledlon of flexural members must account for combined bending and shear deflection,For example.,the
ilefledlon of a uniformly loaded simple span beart,�calculated a9 follows:
z7ovuL4 ze.owL2 ^^'ere:
A= + =Delktition,Inches d=Beam depth Inches to=Beam width,Inches
�d3 L=Span,feel W:z Uniform load,plf E=Modulus of Elasticity.psi
°E,e Is the reference modulus of elasticity for beam end column stabiilty ealeuletians,per the NDS."
rRelerence berrdlrrg design values,Fe,for the applicable orientation must be adjusted by the appropriate factors in the following table:
(Footnotes to Tablet continued on following page)
ESR-1'387„ I,Most Widely Accepted aiid Trusted Page 6 of 8`
:Member Depth pn:)
EQUATION
MATteR1AL (d member depth In S 3.5 SS 7.25 9 25 9 50 .12 0 14 0 1 B 0" 1&0 20 O 24 0 48 D:- 54 0
£ � •,inchn) �
;: r ... , Cv AdJuatment act
iNicrollem�LVL Cv-(1?Jd)°"°51 18 q 1 18,"1 11 g 1x07 t 04~ 1403 y1 00 D 88 0 9B' O B5 :0 83 R91 D 83 r
Paraltame"PSL Cv_(121d)"'.'s 11,115 115 2 09 1,08 103 1033 1,00 09e 0 97;M 0 98 1114 0193 O BB: 0 85
iimberStrandeLSL< Cv=021off"SIIA2 1>12 1t07, 105 1.02 102 100 099 0,97,: OM D95 :Oi94 0,86
sFor Microllam'LVL and TimberStrarid LSL;-'ihe reference bending design values,Fti,.and reference shear design values,F for the fa celplank orientation are
a4applicable to members having thicknesses within the billet material thickness ranges Indicated In Table 1=
abdated reference tension design values,F,,'have been reduced to reflect the volume effects of length,,width and thickness for a range of Common application
conditions.':ft Ft values far Mlcrol am LVL and TlmberSlraW LSL may be higher when approved by Weyerhaeuser for use as a component of e4zeered
eroducts,which are momdactured.under a recognized quality;eonirol program,
*ihe.2.0E-2900Fa.WS`grade Microllam LVL(s used In header or beam applications onlye
"for depths greater than 24 inches;the reference designvalue,'Fv;for joistfbeam orientation for Mierailam LVL Is 260 psL
'=fie facelplank Fb is:fimited to 3100 psi for.22E NnciiAam LVL stamped with plant numbers 1047 or 1069;
"M ollarn LVL stamped with plant numbers of 1047 and i089 has a facelptank F.of 150 psi�and is available in either a 17&frich or 1.375-16ch thickness;:.
"ihe,allowable design stresses given In this table for Paraltam PSL are also applicable to Parallem PSL that has been secondary laminatedIn accordance with
the approved Wey*haeuser quality control manuals for secondary lamination.
"For column applications,Fc=500 psi.Alternatively,column-capacity-can be detemined using the provisions of Chapter 15.of the NDS:n conjunction with the
ublished Fc value above and a minimum eccentric P ly,e?,-applied parallel to the narroW face of the column.-See Figure 2 for an Nstratiort";
ej-tf8+5L�/4608 .
where w
e =fkxentridty applled"parallel to the narrow face of the column,inches
t=Member ttilotkness orthe narrow face of the column,Inches,,
L=Unbraced column length about the weak axis,feel
1°The beanng'area factor.Cb,shag be In accordance with the NDS Section 3;10A for plank orientation compression perpendicular-to-grain reference design
values.',
`rThe Cmpression Perpdo-Grain,Fcyvalue for T`onberStrands LSL with thicknesses less than 1;75 Inches is 670 psi,;
t'1116 VIE g a TkmberStrande LSL is used as truss chords and webs of engineered wood trusses,the reference axial tenabn des?yn value is 2050 psis This
value includes an adjustment for length effect.The TimberStrand LSL material must be marked as Truss Chord Grade%and the engineered wood busses'must
be.manufactured under the.approved quality control program.:
1°The design.bending.strangths for OSS and TimberStrand LSL based TJ Rim Board and Weyerhaeuser Rim Board are applicable to depths of up to 16.nch(406
mm)and spans up to 8 feet(2438 mm),
"For Parallame PSL,the tabulated reference edgewise design bending:Fjjj�values must be multiplied by 0a93Awhen the cross-sectionaE width'°is less than 2.69
Inches.
I
JOIST/BEAM ORIENATION FACEIPLANK ORIENATION
parallel to'wlde face of veneer or strands
(Load P ) (Load perpendicular tb wide face of veneer or strands)
FIGURE 1—MEMBER ORIENTATION WITH.RESPECT TO LOAD DIRECTjON
t
FIGURE 2—ILLUSTRATION OF ECCENTRICITY, USED FOR PARALLAM*PSL COLUMN DESIGN
ESR-1387 1.Most Widely kcepled and Trusted Psg,91 of 6
TABLE 2-EQUIVALENT SPECIFIC GRAVITIES FOR FASTENER DESIGN''''
EQUIVALENT SPECIFIC GRAVITY:
Halls and Screws. s Bolts Le Screws
Withdrawal ;, Dowel Bearing
Dowel Bearing` Dowel Bearing .
PRODUCT nalalled In Face' installed iri Fae'
- Load Applied- --Load Applied' Load,Applied= , Lo®d_Applied
Installed Installed Installed Installed psreliel Perpendtculer; Parallel' Perpendicular
In Edge In Face In Edge In Face
to Grain W Grain to Grain . : to Grain
:Mlcroilant:::LVL 0 50 0:50. _ 060 050: (L.50 0.50 050 OaO
Paratlam PSL 0:50 450 0;50 O-50 0.50 0:50 "D ;0Dm
TimberStrand,,LSL 0;42 450 .0.50 -0150 0.50 0158 0;50 0.55
TJ Rlm Board and
Wayerhaeiieerglm - 0:38': 0.50 038 ;. 0.50
Board .• .
'Conneciicn`design values must be calculated In accordance with NDS Chapters 10 and 11.usIng the tabulated equivalent specific gravities given ebove;,and must
be adjusted by the appilcable factors apecttied in the NDS,:-
'See Figure 3 for an IUustrallon depicting face and edge naH rg .
'Alli'I" nail spacing and end and edge distances must he 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 tilts and lag screws apply only to bolts and lag screws Insta6d Into the face of the member.,,
'The allowable lateral load for lag screws used In deck ledger connections between the rim board'products'Illsted In this report and deck ledgers complying with the
exceptions In Section 4 2:are given In Table 4:.
Edge
Face '`
s �
Edge Face }
AM
,
r _
FACEIPLANK ORIENTATION JOIST/BEAM ORIENTATION
FIGURE 3-FACE AND EDGE NAILING EXAMPLES
TABLE 3-MINIMUM NAIL AND STAPLE SPACING ALONG THE EDGE OF THE MEMBER'''"'
NAIL TYPE AND SIZE MINIMUM NAIL AND STAPLE SPACING(In.)
TJ Rim Board
Diameter x Microllem LVLt'a Perallam and TlmberStrand LSLtnd
Penny Weight Length PSLt'r Weyerhaeuser TimberStrand LSL Rim Board
Rlm Boant'
(In.)• Minimum Member Thickness In.)
-0.751, 1.5 1.75 1.125 1.25 1.5 2.5 3.5
8d Box 0.113 x 2,5 3 3 3 6 4 3 31R' 3
8d Common 0.131 x 2,5 4 4 4 6 4 3 3 I 3
10d Box 0.128 x 3,0 4 4 4 6 4 4 3 ?` 3
10d Common 0.148 x 3.0 5 5 4 6 4 4 301 3
12d Box, 0.128 x 125 5 5 4 6j°I 6 6 3.5 3.5
12d Common 0.148 x 3,25 5 5 4 6m 6 6 3.5 3.6
16d Box 0.135 x 3.5 8 6 16M 6 6 3.15 3.5
16d Common', 0.162 x 3.5 8 6 16m 6 6 3 5 3
16d Sinker 0 148 x 3:25 Bm 6 ism W'.
No.14 gage staple - 4 4
For Si: 1 In =25.4 mm
'Tabulated minimum spacing values are for nails and staples driven Into the edge of the membet.The closest permitted on-center spacing for nails driven:into the
facets the same as permited by the code for sawn lumber;,and must be sufficient to prevent splong,See Figure 3 for an.Illustration depicting face and edge nal(ing.
'To minimize spfi ft,:member edge distance and spacing between rows shag be per,the NOS Commentary or 0 375 inch,whichever is greater.-Where muttlple'rows
are used,fasteners in adjacent rows must be staggered and the rows must be equatiy spaced from the centeylne of the narrow face axis.
z Maximum permissible number of raves Is 2 for 1.25 and 1.5 Inch thicknesses.4 for 1.75 inch thickness and 6 for thicknesses greater or equal to 3.5 Inches.
'Other nag spacings for specific applications,such as prefabricated steel components or hangers,may be used as detailed for Mtaollame LVL,Parallae PSL and
TlmberStamile LSL In a current ICC-ES evaluation report
°For two rows of fasteners In 2.5•hrch•thick TlmberStmnd LSL,3.50 inch minimum on-center fastener spacing is required.
°When naging through the wag slg plate and floor sheathing„such that the maximum nail penetration ioto 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 sheathng,such that the maximum nail penetration into the rim board is 1.26 inches,the minimum allowable on;
center spacing may be decreased to 5inches.
ESR-1387'I:Most Widely Accepted and:Trusted Page 8 of 8
TABLE 4 ALLOWABLE DESIGN LOADS FOR TIMBERSTRAND!,LSL,MICROLLAM'LVL,
TJ'AIM BOARD AND WEYERHAEUSER 1111M BOARD PRODUCTS. .
- To A im
Rim Board PmducL: TlmberStrands LSL' Board and Micro lam,
RidBuin LSL': W®yeilia t user ='LVL'
=: Rim Board,
-.
'Rim Grade:i " ..: 21. E �::_:.,.,,1:5E' 21.56E 0.50E/t.OE
'Aim Thickness n : '21.25 I1 21.75 2125> 1S- :A, 21.75 21.26 1.6°,«I FUrv, 1.125 -21.75
%Unitartn Vertical Load Obaft
S9 5 4880 i 75116R.
11875 5400
6480m 540012j,1 5400-
14
18 548a , 4570
75000 6480 758
4000
. 5700 5000 Depth(n 7580 ,
18 4340 :
6380 4980:: 5120
20 3700 :5740 % 4210 4340 rsh a?'
22 '3160 '50TO 7130 . . '3580°_ 5800:. 3690:-:_ 5980.
24 2710 4440 84701, 3070 " 5050 7430 3100, 1 5210
Lateral Load pba/e)
Ih n. 9.5-24 220
Concentrated Vertical Load bs,
Depth In. 9.5.24 '3760 4520 ` 4520 4620 ,'4520 452, 4520' 4520 1 7470 3400 5MI.J.
Deck Midjer Capacity, Ibafbol 1":
0.50InmLa :.810 875= 725 ' 480 700
Fastener'_:0.501m.6oft 725 1 695 1 725
Type i U0 inj.-Soft 8151' '
wl air space
Axial Silifness
=:Axial S08nese 147000 188000 170000 146000 55000
For St.: 1 Inch 25.4 mm J pif=14.59 Mini,
'Tabulated uniform verUral load values shall not be Increased for duration of load..,
7The capacity for this'produuct 15 limited by a maximum of 360 psi per ASTM D7672±.
'TJ'Rim Board,Weyerhaeuser Rim Boardi and M icrallamo LVL'Rim Board are united to;a depth of to Lich or less::
'The maximum lateral load transfer capacities are for seismic design applicatioesA They may be Increased by a factor of 14 for wind design applications.
'Additional hardware,blocking,overiapped sheathing,or other attachment details maybe designed to transfer loads Into,.and out of,,the product's wide face,
'Toe-nalled connections are not limited by the 150 110 allowable lateral toad capacity as noted for S041 fc Design Categodes Dh E,and F in Section 4a1=7 of the
SPDWS;: I
7Sublect''to the.nali Installation limitations of Table 3,these rim board products may.be de igned as pemdtted 1n the applicable code for wood structural pane[:
diaphragms with framing consisting of Douglas-fir larch or southern pine lumber Products with a thickness greater than or equal to 1.25 in.maybe designed as 2.:
loch nominal framkrg. Products with a thickness greater than or equal to 2.51n,may be designed as 340rh nominal framing;
°The =Tied allowable In-plane lateral load for TJ Rim Board and Weyerhaeuser Rim Boardare applicable to installations using the following nailing schedule.
-Sheathing to rim board: Bd Common nabs(0,131 x 2.5 in;),(or equivalent)at 6 inches on center
-Rim board to sill plate: I ad pneumatic nalls'(0„1131 x 3.0 in),(or equivalent)g toe;h'aifed at a lathes an center
-1-Joist to sill plate: 8d Box(0A 13 x 2.5 in)(or equivalent);.:one slanted nab each side of the bottom flange
Rim board to lquist: lad pneumatic nails(0,131 x 3.0 in,p(or equivalent)one each into the top and bottom flanges
'ihe allowable concentrated vertical load capacttles require a minimum bearing width of 4;5 Injabulated concentrated vertical load values shall not be Increased for
duration of load.
tOThese deck ledger attachment details correspond with those described by Section R5072 of the 2012 and Section R502:22.1 of the 2009 IRC.-These
10-year load duration allowable design,beds may be Increased per'the applicable code for shorter duration loadings and used to design aftemaM deck
ledger:connections as permitted by Section R50T22 of the 2012 IRC and Section R502,222 of the 2009 IRC,
"Maximum 0.50 Inch(13 mm)shimmed atr.space;
'=Axial stiffness Is in the cross-grain orientation and is measured in accordance w1ith ASTM D7672 for vertical rim applications.
Yy. S G` 3 ;✓a k
ICC EVALUATION
SERVICE Most Widely Accepted and Trusted
w.
ICC=ES VAR Envtronmentai Report R VAR 1008
r
Rerssued August 2015
Corrected December 2015
This report is subiect to renewal August 2017
www icc-es ora/ea (800)4234587 1 (662)699-0543 A Subsidiary of the InterhJUdhal Code Council
DIVISION 06,00 00—WOOD;PLASTICS"AND' Weyerhaeuser EdgeT-Engineered Wood Panels
COMPOSITES Weyerhaeuser Edge Gold*'Engineered Wood Panels
Section 06.1713-1-aminated Veneer Lumber Weyerhaeuser'Hardwood Edge'Engineered Wood
Section:06"17 23-Parallel Strand Lumber Panels
Section:0617 25=Laminated Strand Lumber Weyerhaeuser Radiant Barrier Sheathing
Weyerhaeuser Sheathing
REPORT HOLDER: Weyerhaeuser Plywood
WEYERHAEUSER Building Optimization Softwan::
POST:OFFICE BOX 9777 Javelin D"esign Software
FEDERAL WAY,WASHINGTON 98063 N6dPhase°Site Solutions
253-924=4231 ::
www.woodl6vwv.com 1.0 :EVALUATION SCOPE
ADDITIONAL LISTEES:
a
Compliance with the following evaluation guidelines:
ICC-ES Environmental Criteria for Determination of Bio-
REDBUILTT".LLC based Material Content(EC102),dated March 2012
200 EAST MALLARD DRIVE ■ ICC-ES Environmental Criteria for Determination of
BOISE,IDAHO 83706 Source of Recovery, Extraction, Harvest and
PACIFIC WOODTECH CORPORATION Manufacture for Materials or Products (EC114), dated
1850 PARK LANE ' March 2012
POST OFFICE BOX 465 ■ ICC-ES Environmental Criteria for Determination of
BURLINGTON,`WASHINGTON 98233 Formaldehyde Emissions of Composite Wood Products
(EC108)k:dated March 2012
MURPHY ENGINEERED WOOD PRODUCTS DIVISION ■ ICC-ES...Environmental Criteria for Determination of
412 WEST CENTRAL Certified Wood and Certified Wood Content in Products
SUTHERLIN,OREGON 97479 (EC109)"dated March 2012
ANTHONY-DOMTAR INC Compliance.eligibility with the applicable sections of
1195 PEOPLES ROAD the;;following codes, standards'and green building
SAULT STE MARIE rating systems:
ONTARIO.P6C 3W7 sf 2012r International Green Construction Code (IgCC)
v - CANADA (see:Table 2 for details)
EVALUATION SUBJECT: ■ 2013 'California Green Building Standards Code
(CALGreen),Title 24,Part 11 (see Table 3 for details)
Structural Wood®roducts: ■ Nalional Green Building Standard (ICC 700.2008) (see
Trus Joist TJf Joist Table 4 for details)
True Joist®TJI°Joist with Flak JacketT1° Protection
Trus Joist®Tim;mberStrane l-SL ■ National Green Building Standard (ICC 700-2012) (see
Trus Jot,lif Parallam°PSI. Table 5 for details),
TrusJolslo Oiiillairns Plus PSL ■ LEED for Homes 2008 (see Table 6 for details)
This Joist®Microllamo LVL
Trus Joist®StrandGuae TimberStrandP.LSL
s LEED v4 for Homes Design and Construction (see
Weyerhaeuser Framer Seriese Lumber Table 7 for details)
Weyerhaeuser Pro Series" Lumber
Weyerhaeuser Lumber ■ LEED 2009 for New Construction and Major
Weyerhaeuser Green Stud Renovations(see Table 8 for details)
1MRI i erivlaarian afd ttrlbutes Reports are lrsuatltauler the 1CGr,S I.lR rmirannteraol Program.77ere reparu are tw11a bo cvtatrueJar representlog aesrlretlea ar a»}-other
s:mtribtues nal spee{JJcvll�ot4lierset(two-are the}'to be mmrmed at,an emlarsemetd of the subvert of the report,Ora recu rtiormlat(un for lu ure<Mre if no unrranp•M'ICC* -
rvaruatlon xrtft M.C.aJrptesr or lirVW as to ariyfindft or other marler In this report,or at to arty prorbut cr trret!1D1 the rrparr. uia�r
VAR-1008L;Most t4rdelyAccepted andTrusted; .. . ...,:: Page 2 of 17
■BLEED OfforsBwlding Design and:ConstrucUon'(BD+C) corresponding limitations and/or additional project-specific.
,.(See Table 9 for details) regiurements, and.:`offer benefit''to individuals who are
■.LEED 2009i,for SchoolsNew.Construction:antl''Major assessing eligibility for credits or points
Renovations(se`a,Table,l0 for details) The inforniatron on Life;Cycle °Assessment (LCA) '.is.
■ Likb 2609 for Core and Shell Development(see.Table limited to the boundary contiittans,the Life;.Cycle Inventory.
1.1 for details) (LCI) inputs that:consist of aggregated data and the
methodology cantamed m;the=documeritaUon noted'in
r LEED 2609.for Commercial Interiors (see Table 12 for Sections Z.10 and 511.:of..this report The;acceptance of
details). this LCA infomiation rests.with the end-user:See Appendix
A of this report for additional discussion on LCA.
■ LEED for Existing Buildings 2008 (see Table 13 for
details) , The final interpretation.of the specific.requirements of the
respective green building rating system.and/or standard .
h ■ ANSIlGBI 01-2010. - Green . Building Assessment rests with the developer;of that "specific rating:system or
Protocol:for. Commercial Buildings Construction (see standard or the AHJ as a cable: -
Table 14.for details) ' pf?r
Decisions. on;.compliance for those dems`-noted as
■ ANSI/ASHRAE/USGBC/IES Standard 189.1-2011 -- "Eligible for Points". in Tables 2 through 16":rests with.the .
Standard for the Design .oi High-Performance Green user of this report, and,those dems!are subject to,the
Buildings,�Except Low Rise'Residential Buildings (see conditions 'noted.. The user is,advised of the .:project-
Table 15 for details) specific,provisioris that may,be contingent upon meeting
• CSI GreenFormalTm(see Table 16 for details) specific conditions,and the verification of those.conditions
is outside the scope'of this report .Rating systems or
2.0 USES standards :.often-provide ,,supplemental information 'as
Weyefiaeuser.and..Trus;Jotsi® structural=,wood products guidance.' Compliance for items" not as`'"Verified
are used for a;variety of interior and exterior framing and Attribute"'is also'subject to any conditions noted in-the
sheathing applications. tables.
Javelin® software and NextPhase® Site Solutions are 5.0 BASIS OF EVALUATION
building optimization solutions consisting of.a coordinated The information in this report, including the "Verified
package of services, software, and fabrication equipment Attribute; is based upon the following supporting
used for customized.,:design and. detailing of structural documentatiom:
building products for individual projects,including complete
framing plans and precut framing package options. 5.1 ICC-ES-EC102. [Evaluation applies to IgCC Section
3.0 DESCRIPTION 505.2.4; CALGreen Section A4.405.4 and A5.405.2;
ICC 700.2006 Section 606.1(2); ICC 700-2012
Weyerhaeuser and Trus Joist® structural wood products Sections 606.1, 11.606.1. 12.1(A).606.1; ANSIlGBI
are manufactured from various wood species bonded with 01-2010 Section 10.2.1.1; ASHRAE 189.1 Section
structural adhesives (where applicable) complying with 9:4.13.]
applicable ICC-ES reports as indicated in Table 1. 5.2 ICC-ES EC114. valuation[E applies to IgCC Section
Javelins software specifies optimized combinations of 505.2.5 CALGreen Section A5A05.1; ICC 700-2008
residenUal._.engineered `wood products and dimension Section 608.1; .ICC 700-2012 : Sections' 809.1;
lumber.in-layoutsJor floor.:wall, and roof-systems withx 11.609.1,. 12.1(A).609.1; LEED Homes "`MR2.2(c);
LEED v4'..Homes 'MRc3; LEED NC MR:5; LEED
detailed framinig plan and material list outputs.NextPhase- Schools`MR 5; LEED C&S MR 5; LEED Cl MRS;
Site Solutions combine products, integrated design;and LEED EB MR 3;LEED v4 BD+C MRc3;ANSIlGBI 01-
fabrication;software, fabrication equipment, support and
training to enable precut or panelized framing packages to 2010 Section 10.1.4.1; ASHRAE 189.1 Section
9;4.1,2;PSI GreenFormat 3.2.1.
be'delivered directly to a jobsite: ]
5.3 ICC-ES.EC108. Evaluations lies to IgCC Section
4.0 CONDITIONS [ applies 9
806.1' ICC 700-2008 Section 901.4(6); ICC 700-2012
4.1 Code.Compliance: Sections'901 A(6), 11.901.4(6); LEED NC Credit"EQ
® 4 4;LEED Schools EQ 4A LEED C&S EQ 4.4,LEED
The Weyerhaeuser and Trus Joist structural products that ClEQ 4 4; LEED EB Credit MR3; LEED v4.Homes
have been evaluated for compliance with or otherwise Cl EQ LEED v4 D EB reedit ASHRAE 189.1 Section
deemed to comply with, the requirements of the 8.4.2.4;CSI v4 BD ormat c2;A]
Intematonal -Building Code .(IBC) and/or International
Residential Code(IRC)are listed in Table 1 of this report... 5.4 ICC-ES EC109. [Evaluation applies to ICC 700-2008
The evaluation of the Javelins software and NeztPhasiP; Section 606.2(2); ICC 700-2012-Sections 606.2(2),
Site Solutions building optimization solutions for 11.606:2(2); 12.1(A).606.2; ANSIlGBI 012010
compliance:.with the requirements of the IBC and/or Section 103.2.1;ASHRAE 189.1 Section 9A.1.3.1.1
IRC is' outside the scope of this evaluation reportz: 5.5 Documentation demonstrating conformance with HUD
Compliance with all applicable code requirements must be . PATH and DOE recommendations for advanced
demonstrated to the Authority Having Jurisdiction(AHJ) . framing techniques, as summarized in Table 17 of
4.2 Green Codes, Standards and Rating Systems this reports: [Evaluation applies to ICC 700-2008
Eligibility: Section 601.2, ICC 700-2012 Sections 601.2(1),
11.6012,1(1); 12.601.2.1(1); LEED Homes MR 1.4;
The information presented In Tables 2 through 16 of this LEED v4 Homes MRc2; CALGreen Section
report provides a matrix of areas of evaluation and A5.404.1:1,
VAR-1008`.[_Most Mode! Accepted and-Trusted;:.
9 Page 3 of,17..
5 6 Software output of the Javelinsoftware uwth detailed 511 Environmental `Product Declarations for North.
Naming or structural"plans,material quantty lists antl Arrieiican So$wood, :Plywood;Wootl 1 Joists Y and
on-site° cuts lists for'.framing,- struchual matenals, Laminated Veneerf lumbeir` (LVL) prepared.-:,-.,,in''
ands sheathing materials,:;.to assist with::waste accbr ance..with.the t=P Innovations: 2011':Product:
minMizaUon £[Evaluation;applies to ICC 700-2008 Category Rules(OCR)for preparing an Environmental.
Section 601;4; , ICC;.700-?012.'Sections 601 4a:: Product Declaration for North Americawptructural and
11.601.4,kLEED Homes MR 1.2,1:3&A.5,CALGreen Architectural Wood Products,Version:I;(UN CPC 311 .
Section A4.4041.] NAICS 321),,Noveniber 8; 2011;containing.an LCA
® analysis performed Jn_accordance'with IS0`.14044,
5.7 Software output of the NextPhase Site Solutions valuation a lies:to'ICC 700-200&Section 6091,'
software with-detailed framing or structural :plans, [E pp
material quantity lists'and precut framing packages to
ICC-700-2012 Section 610.1;11 fi1t}.1,12.1(A)610,1,E
assist iin waste minimization [Evaluation applies:to LEED BD+C MRc2;:CALGreen`Section:A5 409
ICC 700 2008 Section 601:5(1),` .ICC 700-2012 ASHRAE 189.1 Se:ction 9.5.1.]
Sections 601,5(1), 11.60� 51(1),,LEED Homes MR 5.12 Documentation establishing that.the environmental
1 2,1 3 6 15,,CALGreen A4 4041] management system conforms to.the requirements of
5.8 Evidence of compliance.v►nth AWPA`Standard.T"9,,. IS0.1400.. or equivalent. [E�ialuation applies to ICC
Table 3 [Evaluation applies to`ICC:700 2006 Section 700.2008 r Section"_610.1; _[CC 7004012 Sections
602 8;ICC 700'2012 Sections 6021.6,11 602 t 6a]: fi11 1�:11611.1,121(A).611.1.]
5.9 Documentation establishing and -documenting' all 6.0 IDENTIFICATION
major•. sources of primary..:manufacturing energy. Weyerhaeuser and Trus.Joist® structural400d products
[Evaluation;;applies ACC 700-2008;Section 60t%.31 are identified with,a stamp noting the name or logo'of the
ICC 700 2012 Sections 606 3;11.606.3.]
manufacturer ,(Weyerhaeuser); the plant number, the
5.10 Consortium for Research on .Renewable'1ndustdal product trade name and the.:ICC-ES evaluation. report
Materials (CQRRIM) Phase 1 report} (avatlable .at number (d applicable); and the name or logo:of the
-.. n...ti y:
�tluwv caerirn,orr�Ireos�rlsP20Q6ffi aa_,.tease.= fr d: inspection or grading agency.The report subjects are also
i t ` 1 containing"an LCA analysis performed in identified on the product and/or packaging-:with the VAR
accordance with ISO 14044. [Evaluation applies.to Environmental Report number(VAR-1008)and the ICC-ES
ICC 700.2008 Section 609.,:1 :ICC 700-2012 Sections SAVE Mark§,as applicable.
610.1. 11.610.1E 12A(Ay.610..1; CALGreen Section
A5.409.3;ASHRAE 18%.1 Section 9.5.1.1
TABLE 1—REFERENCE STANDARD OR EVALUATION REPORT NUMBER FOR
WEYERHAEUSER AND TRUE JOIST*STRUCTURAL WOOD PRODUCTS
REPORT NU
PRODUCT MBER/REFERENCE STANDARD
TJt°Joist
TJI'Joist with Flak-Jadiet"m Protection EAR-1153
TimberStrand°LSL ... .ESRA U7
Paraliam°PSL:._ E -1387Zo
--.
tAq
tE!r=
�
StrandGuard`Tvpt*rStmn LSL M .'T ESRt3 _
""Framer'Senesc Lumber USDOC PS20
Proseriii' Lumber
:. U$DOC PS20 _.
Weyerhaeuser Lumber USDOC PS20
Weyerhaeuser Green Stud USDOC PS20
Weyerhaeuser Edge"':.panels USDOC PS2
Weyerhaeuser Edge,GoldTM U500C PS2
WeyerhaeuserHardwood_EdgeTM USO.00 PS2
Weyerhaeuser RBS USDOC PS2
WayerhaeuserSheatfiing. USDO.C.PS2
Weyerhaeuser Plywood USDOC PSI
VAR-loos Most Widely Accepted and Thisted Page 4 of iT
I,.
Possible rn : E
Section# Section Intent Conditions of Use to Qualify for Points .;j 1=.
Points12
CCCZ777jm �ya$iaS i3t I IL
OIL -, z x.
TABLE 2--;;SUMMARY OF AREAS OF EW01131UTY WITH THE 2012INTERNATIONAL GREEN CONSTRUCTION CODE I CC
k
505.2.4 Blobaeedmaterals NIA i,..
Wood a wood products,other than salvaged or reused wood prodhrcts,
shall be labeled in accordance with the SFI Standard FSC STD•10. 0 •o •° •° •o 3
004 V24 EN,PEFC Council Technical Document orequhelent fiber
procurement system. , ,
Products shall be reeohered,hanested,extracted a manufactured.
within a 500 mile(600 km)radius of the building site Where only a
portion of a matedahor product is recrnered,harvested,extracted and
manufactured within 600 miles(800 lira),only thal,0W. n shall be
505.2.5 Indigenous materials WA included.Where resources are transported by water of iarl,the O O O O O ?4 CA
distance to the brllding site shall be determined try multiplying the r�€VIA
distance that the resources'ara transported by water or tail by 0.25.6 {
adding that number to the distance transported by means other than
water or rail.=
Weyerhaeuser structural plywood a structural Panel products comply
NA wilh US DOC PS-1 a PS-2,respecti�ety(see Tabled of this report)a •. xis ,E
are exempt from fann8ldehyde emissions testirgF
Weyerhaeuser Hoists comply with ASTM D5055(see Table 1 of lhls ,z 3
808.1 Formaldehyde emissions WA report)Arid a exem from tamhaldehyde emissions Iestirig=:. " .V811' 5 � § :'•. i zs
Weyerhaeuser LSL;'PSL a LVL pmduets comply with ASTM
NIA (see Table 1 of this report)a-are exempt from bmialdehyde emissions ; • • l
testa " �;r.. �. � �......_ ,.». .,�, ern
TABLE 3=SUMMARY OF AREAS OF ELIGIBILITY WITH THE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE(CALGREEN)
4.504.5 EWP a lumber products do not apply to the cornowlte.wood Product.;
5.504.4.5 Composite wood product emissions Mandatary
4.505 Moisture content of b ullding materials Mandatory O '
Moisture content of lumber may be measured with an appropriate � E
handheld moisture meter'
Beams;headers a trimmers are the minimum size to adequately � f O O A4.404.9 Proper beam,header and trimmer design Electhe suppixt the load x �
Products containing fewer materals'em used �k k
Use prernanufactured building systems as a substitute for solid l
A4.404.3 to aehleve the same end use requirements as Electhe lumber
€ • �� •' 1.
comenlicnel Products
A4.404.4 Detailed slit list and material order Electhe Maleral lists are Included In the plans vuthich specify material quantity, r � h (tom 'p O
and' de directlan for on-site cuts., �., A � ._:.�.�. , t�� :•
A4.405.4(3) Renewable sources Elecliva Matedals from renewable sources(such as engineered wood and solid •
A4.405.4(5) wood products
O =Eligible for points
Lim • =Verified attribute
This pwAslon does not apply to INs productlseNca
h.
ms
,.
Note.'Footnotes rare located slier Table 18. K,
ysry
VAR-1008 Most Widely Accepted and Trusted Page 5 of 17 y
section N Section Intent Possible
ow Conditions of Use to qualify for Points h>�(�
�T a3 s a � a
E ..yes
,..; W=W R W M. 'LL"97 CL .. a y J Z
TABLE 3-SUMMARY OFAREAS�&ELIGIBILITY WITH THE 2013 CALIFORNIA GREEN'BUILOING STANDARDS CODE CALGREEN Mdritinubdf.
Advanced framing methods shall not carrAlcl with structural framing
A5.404.1 Advanced wood framing techniques Elective met fiu ds or fim4med assemblies required by the Cadfomia Building' p p p O p
Code: See Table 17 of this re
A5.41>5.1 Regional materials Elective Verity local products are extracted,processed or manufactured within.
CaBtomia or 500 miles 805 km olthe sites O O O .'.O O'
u'
r..
A5.405.2 Biobased materials Elective All Weyelmaerrser 6 True Joist wood products quaky as blo-basetl • • • • • �
A5.405.2.1 Certified wood Elective Under review by CaIlfpNa Bulking Standards Commisions WA. WA f:: WA WA WA
lJfe cycle assessment -Matelot 8 system Select materials or assemblies based on an LCA done in accordance
O
A5,409.1 Elective
assemblies with ISO 14044 0,.. O 0 'x
TABLE 4—SUMMARY OF AREAS OF ELIGIBILITY WITH THE NATIONAL GREEN BUILDING STANDARD VCC 700-�-20W
Buildingcode-compliant stn chiml systems or To earn 3 points the framing methods listed In Table 17 of this reporttA
801-.2 advanced naming techniques are implementer! 9 rt�ianc� must be used far floor,wall or roof framing.To ear-9 points they must 0, O O O O
s
tfutt optimize metelai usage " ' be used for all fioar,vrall'arrd roof frdmirig '
h
De piled framing or structural plans,material
quantity lists a oil site cut lists i6etrarrrirey .:
t301a4 4 To earn 4 points the sofrware generated plansflisls must be on sale r �� O O
structural materials b sheaths materials are i .� � j`
� tg c `,a3�a �s rq� ^ t i r F2
lorovided s" T,'zmug ¢
r
Precut or preassembled components,ofVW
' $ �
801.5(1) panelized or precast assemblies are used for 4 To earn 4 points the precut package must be used for 90%or more o1 �
a minimum of 90%0/the Boor a stem the Boor system
To earn a points all structural elements must be temrite resistant in il � �� M
802.E Termite-reslstant materials are used 8 areas of heavy termite infestation.2 or 4 points are available for areas �i � � �y� s a�� � ��� � • I� � t
s
with lower liifestatlon probability
Two types of blobased materials are used, To earn 8 points products`must be at least 1%of the construction
6W.1(2) each for more than 1%of the project's 8 material cost.8 another blo tiased product at 1%of material cost must • • • • • s Ali
projected building material cost be used.1 or 3 points are available for more than 0 5% �
Two certified wood-based products are used
s To earn 4 points a second certified wood product must also be used
BOB.2(2) for majorelements of the building.such as all 4 r
r •o •o •■ •o •° i
walls.doors or roof as a major element
x ),i . o-
Materials used for major components of the
building are manufactured using a minimum of To cam 8 points the products must be used for at least 3 major "
608 2 each.3 33%of primary mariu6cturing process energy 2 max components or the building:2 points may be earned when used for • •s • • `P
derived from renewable sources,combustible each major component WK
2
waste sources,or reviewable energy credls
O =Eligible for points
tr
P Vedfied attribute �
=This pro ision does not apply to this product/seNce
Note Footnotes are located slier Table 18-.
1.
VAR-1008:I Most Widely Accepted and Trusted ,Page 6 of 17,
7-7
CL
):
Section 0 SeeUOn Intent possible Conditions of Use to Quality for Points , 3 L r3 y.'J'e F ro t
Points
am'�o y4,�
Cry ��pp tEtNq� �3 ,F+' $mcCL
CL
to
w�ma EiVate AI
TABLE 4—SUMMARY OF AREAS'OF ELIGIBILITY WITHTHE NATIONAL GREEN BUILDING STANDARD 1CC 700-4208 Continued p9�
}
Products containing fewer materials are used z , $$
3 each To corm 3 points at least 80%of framing Products us ed In the building,
e ch
607.1 to achiev the some end use requirements as t` r • •. •
- conventional is 9 max are Weyerhaeuser or This Joist products
_F,. a
8081 Indigenous materials 2 each To earn 2 points verify local products are originated,produced,grow O :O O O O 1
10 max naturally or occur naturally within 500 miles(805 km)of the job site.l
1"�7 dad
A more emlronmentally preferable product or
assembly is selected fora use based upon
use of a Ure Cycle Assessment(LCA)too To gain 15 points an ISO 14044-complaint LCA must be done on a �M
609.1 complying with ISO 14044 or other recognized 3 each whole building basis,3 points may be earned where comparative LCA •.' rt • • • I
standards that compare the en0ronmental 15 max' Is done for Indhidual products or systems ;.
Impact'of building materials,assemblies or the
thole building LO
Product manufacturers operations 6 business 1 point may be earned for each building products used that equals 1 z t
practices include eriNronmerdal management: 1 per 6 percent or more of the estimated total building materials cost Materiel t . • •° •° • g
81Q:1 system concepts 8.lhe production facility is 10 max cast breakdown to be ved W and points adjusted to reflect actual
ISO 14001 certified or equii®lert percentage of all'products.hom ISO 14001 facilities _ .. $
Structural plywood for floor,wall,.and/or roof
tee with DOC PS 1 6ndfor
sheallang compl ,y �<w -"'
DOC PS 2.OSB forfloorr,vrrall,and/or roof ys �r s r•
sheathing complies with DOC PS 2 The M To meet this a minimum of 85%of OS8 or plywood.in the building I ', 'k n
901,40)
s are made with and;lure re5tstant must consul of We erhaeuser or Tres Joist products
pa.net y
adhesives 6 the trademark indicates the
adhesives are Exposure 1 or Exterior
th F����. � a4 �d&� F •
(Ply )3 Exposure 1(OS9) I f s
k k
901.4(6) Non emitting products,which can include A minimum of 8596 of product in the building are the identified £
structural wood framing
4 Weyerha"erorTrus Joist PoodLicts • •, • 1
Moisture content of lumber is sampled to To eam 4 points the moisture content of lumbernust be determined
903.4.1(3) ensure H does not exceed 19%prior to the 4 to not exceed 1996;such as measuring with a moisture meter prior to t rtr' p '
surface arxllorwaii cavity exposure enclosure?
Minimum structural member or dement sizes
necessary for strength&silliness In To cam 3 pools the Naming methods listed to Table 17 must be used ?t
501.2(1) 3 for floor,wall or roof framing.To earn 9 points they must be used for all O O O O O
accordance with advanced framing techniques
that optimize material usage floor.wail.a mot naming
>:
o J=Eligible for Points
1't
� =Verified attribute
iti x s =ibis provision does rot apply to this productisenice
Noe:Footnotes are located after Table 16.
VAR-1008 I Most Widely Accepted and Trusted NO 7 of 17
yz
C - a r T;
y : J
Section* Section Intent Possible Conditions of Use to t]ubilfy for Pointe , E
Points 'Am c H
wIS aze
rn `seo '' H
IU J
mpmp:.A : �
wxw�rna' wC9a a m`3
TABLE s_SUMMARY OF AREAS OF.*ELIGIBILItY VYITH'THE NATIONAL GREEN BUILDING STANDARD QCC 700=2012
Detailed naming Or structural plans,maleriatt o-7 a s a a Ss i' a i
�
quantity lists on site cut lis(s•for framing
601.4 4 To cam 4 points the software generated plaroilisls must be on situ f ° s O O
structural materials&sheathing materials are
provided
Precut or preaseembled components,or To eam 4 points the precut package must be used for 909E or mare of ,i r
601,5(1) panelized or preca.9t,ass"biles are used for 4 I l O
a minimum of 909E of the Door system the Poor system s �� b; „� cM
To earn 6 points all structural elements must be termite resistant In.,,
of iv:
l
6021,E Termite-Mistent materials are used 6 areas of heavy lermite Infestation.2 or 4 points are ava for ilable areas , , • 4
li ^
willi lour itestation bilit � f as f
Wz
The moisture content of lumber Is sampled to To earn 4 points the moisture content of lumber must be detem►ined �� f ' w"7.
; IWI
6021,1at(3) ensure it does not exceed.l ll9f, or to the 4 to not exceed 19%.such as measuring with a moisture meter,prior to 3' ` 01. % R s�a x k
Surface andlor wall eewly exposure enclosure
1x
Wo types of biebased materials are used. To earn 6 points products must be at feast 1%of the construction t.
605.1(2) each for more than 1%of the projeers 6 material cost tt another bloomed product at 196 of material cost must • • • • PN
s �
projected building material cost be used.1 or 3 points are excitable for greater than 0.595
TiAo caditied wood-based products are used To earn 4 points a second cerlified wood product must also be used
6062(2) tor.majorelamentsof the building,such asall 4 x •° •°. •° •° •°
walls.floor's cr roof as a major element
r M
Materials used for major components of theII
i
building are manufactured using a minimum of 2 each To earn 6 points the products must be used for at least 3 major f r
605,3 339E of primary manufacturing process energy 6 max components'otthe building.2 points may be eamed when used for • •° • •
denied from renewable sources,.combustible each major component r k
waste souices.or renewable ehergtl credits
Products containing"materials are used 3 each To cam 3 points at least 609E of framing products used in the bUildthg
609.1 to achieve the same end-use requirements as • ti
cottxentional Is 9 max are Weyerhaeuser or Trus Lois!products • • •
<;
To earn 2 points verify material Is produced,grows naturally;or occurs
naturally within 500 miles,(805 km)of the"job site if lransporied by � F
2 each truck or,1500 miles(2414 km)if transported for at least 909E of the .
609.1 Regional materials total distance by rail or water.:Products that are assembled or
10 max produced from multiple raw matertais.qualdy If the weighted a%emge r
(by weight or volume)of the distance the raw materials have been
transported meet the distance cnler7az..
0 a Eligible for points
• =Verified attribute
='this provision does not apply to this productrservice $'
Noti a Footnotes are located alter Table 16<
x.
f �
VAR-1006::I Most Widely Accepted and Tfvsted Page 6 of:17..
f
Section* Section Intent Possible Conditions of Use to Ousll for Points J
Is
KL
a' 6'
r. `,r.,.,, ,: . ,.-,, w x w�rn a 3'r�t9 0.►-F- a
TABLE 5 SUMMARY.OF AREAS OF ELIGIBILITY WITH THE NATIONAL.GREEN BUILDING STANDARD ICG700=2012 Continued
A We Cycle Assessment(LCA)tad aa M
i
complying with ISO 1044 or other recrgnized To gain 15 points an ISO 14044-camplaint LCA must be done on a 01 i
standards is used to select environmerdally,, 3 each whole building basis.3 points may be earned where comparative
610.1 preferable products or assemblies based an 15 max is d6ne for individual products orsystems using 5 impact measwes • • • • •
comparison of the env4mrimentai Impact of and show improvement on the en*oruhental Impact measures by an
building materials,assemblies or the whole average of 15% s
building is
Product manufacturer's operations&business 1 point may be earned for each building products used that equals 1
i
practices include ernhonmentat management 1 per% percent or more of the estimated total building materials cost.,Material
611.1
system concepts&the production facility is W max cost breakdown to be verified 6 points adjusted to reflect actual ,
ISO 14001 certified or equivalent percentage of all products from ISO 140M facilities
i R 20,11 10 1 '
Structural plywood for floor,wall,and/or roof s r i`
sheathing complies with DOC PS 1 and/or ar
DOC PS 2.OSS for floor,wail,and/or roof ' V2
ON
sheathing compiles with OOC PS 2 The m To meet this a minimum of 85%of OSB or plywood in the building � �
901.4(1) g • # v� era
panels are made with moisture-mistant must consist of Weyerhaeuser or Trio Joist products �
silhesives 6 th lyddeinalk Indicates the s`a �
P r
adhesives are Exposure 1 or Exterior r,� r� � ifi
(plywood)a Exposure (OS9) Y s Al
9n1.g(6)
Non-emitting products,which can include 4 A minimum of 95%of product in the building are the identified • zVA •
structural wood framing Weyemaeuser or Trus Joist products
Minimum structural member or element sizes
To cam 3 points the framing methods listed In Table 17 must„be used i
necessary for strength�stiffness In
t 1 801.21(1) 3 for floor,wall or roof naming.To earn 9 points they must be used for all O O . O O O
accordance with advanced framing techniques wail and roof flaming
that oplimize material usage 9 s
Detailed naming or structural plans,material.
11 601;4 quantity lists S on-site cut lists for irsming. 4 To earn 4 points the software generated plansllists must be on site O O
ar ` r 2
structural materials,8 sheathing materials one ' �a *� �� a;
K t
Precut or preassembled components,or '
To earn 4 points the precut package must be used for 90%or more of r� ;gr� 7 `
11.601,5.1(1) panelized or precast assemblies,are used for 4 the boor system �a���a�a��`r`� � ,� �� � �O �
a minimum of 90%of the Door system .
To earn 6 points all structural elements must be Wmile resistant in 3 ,'r i;
11 602.1;8 Termite 2slstarri materiels are used 8 areas of heavy termite hdestation.2 or 4 points are avertable for arias s u y �'•
with lowei Infestation probability
O -Eligible for points
• -Vedfed attribute
This ptov(sion does riot apply to this ucUsetvice ---
1 ��
Note:Footnotes are located oiler Table 16
i,
I
s
is
r, r
VAR-1008 I Most Widely Accepted and Trusted
P Page 9'of 17.:
Seaton,# Section Intent Possible Conditions of Uee to Quell for Pointe '' u. �: E,�
Pointe :.: ffi L.8 vi
J m
wpm H�..gj
,••x.e-s.: .. ..x ...,:. w to
ze
w u�a u.eAo. i-a�
TABLE S—SUMMARY OF AREAS OF ELIGIBILITY WITH THE NATIONAL GREEN BUILDING STANDARD I ICC 704-2012`Conttnueil :; .:. x .:
The melstun3 content of lumber Is,sampled ca ampled to To m 4 points the moisture content of lumber must be delennlned a
11.602.1:7A(3 ensuie It does not exceed 19%prior to the 4 to not exceed 19%.such as ineasuring with a moisture meter,prior to E { O �M" K 4 `
. Su113Ce alldl0r wag CBvit ex Ure _, �c fir ' a '� i.",`+ -�
y pos anCfesMe :- .� .. �s,,,,a.�._yi��» 7 � �1�r.-rS....<..r..�. a� .rr'
7Wo types aftito`based materials are used, To earn 6 points products mustbe at feast 1%of the construction
11.606h:1(b) each for mole then 1�k:ollhe project's 8 maledal cost AND,another bio-trased,product at i%of material cost ! ! • t1 ! �' r
prejecled building material cost must be used.1 or 3 pants are aveil'abie"orb then 0 5% '
Two cedMW wood-based products are used. To earn 4 points a secorrd.certified wood pioduct must also lie used'. a
11.6052(2); forma)orelementsoithebuildingteuchasaIt 4 :>,• !e •a !s !o !9
as a major element [ :>
walls time or roof N
Materials used for m or com aj poneMs of the
building are manufactured using a rnw"l oe .2 each To earn 6 points the products must be used for at least 3 major
11.606.3 3A--of m8 manufaeWd primary rg process energy 6 max camponents'of the bu ldf'ng.2 points may be carried when'used for • •s t• ! f , i
derived lion renewable sources,combustible each major components .
Waste sources;"or mnevrable energy credits t #E t
Products containing fewer materials are used P,
11 806.1 to achieve the same end use iremeilts as 3 each To earn 3 points at least 00%of framing products used in the building p
9 max are Weyerhaeuser orTrus Joist products
comentional products kLM ,
To earn 2 points verify material is produced,grows naturally,or occurs
naturally vvithin 506 miles(605 km)of the job site if transported by,
2 each trick or 15W miles(2414 km)if lranspoded for at Ipasf IM-61 the
11609-1 Regional materials 10 in total distance by rag orwater Products that are assembled or O O O O O
produced from multiple raw materials quality U the weigbtetl`arage
(by Weight or vdume)of the distance the new materials ve
als here been ;` I
transported meet the distance cdteda2
A Life Cycle Assessment(LCA)tool t
L:
complying with ISO 14"l or other rowgntzed To gain 15 points an ISO 14044•complaint LCA must be done on a i
standards is used to select warorimerdelly 3 each vNtOla building basis.3 points may be earned where co`mparalive LCA °
11.61o.1 preferable products orassembiles based on r
Is max
is dGne far products or systems using 5 Impact measures • • • 1 •� r
comparison of the envlronmental Impact of and shore Improvement on the emirarmemal Impact measures by an i.
building matedals,assemblies or the whole average or 15% '
building P:
Product manufacturer's operations d business 1 point may be earned for each building products used lhat egioq d '> R
practices include emilmrmemal management 1 per% percent or more of the estimated total building materials costMaterial
syst ,
11,611.1 e ! • !rr •ta ! xr
m concepts 3 the production facility Is 10 max cost breakdown to to be verified Apoint&adjusted to reflect actual �
ISO 14001 certified orequtvelent percenfiige Bail products friom'ISO 14001 facilities
O Eligible for points "
e a Verified attribute
y =This+provision does not apply to this sroduct/sinice —
Mote:;Footnotes are rlocated after Table 16.
e � '
VAR4008 I Most Widety Accepted and Trusted Page 10 of 17 '
cj) mom:
Pomible
N ._�
Section• Section Intent Points conditions of Use to Quality for Points € $,w a m
to
CL
a
TABLE S=SUMMARY OF AREAS OF ELIGIBILITY WTH THE NATIONAL GREEN BUILDING STANDARD ICC 700==2012 Continuepd
Stfrclural plywood used for Now.wrap andlor t , tam iq-
roof sheathing complies with DOC PS 1 end for s r
ow PS 2 OSB used for' wail,andlor �. ,
fool sheathing coniplles with DOC PS 2-fie To meet this a minimum d8596 d OSB or plywood to the ttuiidino
11:90L'1(1) #as
panels are made with moisture-resistant must consist ot•Weyedtaeuser or Thus Joist products :{ #
adhesiles.&the trademark iridicate8 the � ��
adhesiwes are Exposure 1 or Exterior
( ywood)and Exposure 1(OSB)
Wraemitting products,which can include A minimum of 8S%of product in the build_ing are the identified
11,801a4(6) slnretuial wood framing 4 W erhaeuser or This Joist products • _.• • • • i
Mt
Minimum structural member or element sizest
n
To earn 3 points the framing methods listed In Table 17 must be used
necessary for strength 3 silliness-j
12 601,2.1(1} for 1loorrt wall a roof naming.To earn 9 points they must be used for eM O O O O O tF
accordance with adwenced framing techniques flow.,wall all and roof frari6g
that optirMie material usage
iWo types of bfobased materials are used,' To earn 6 points products must be at least 1%of the.construction
°G o 12.1(A)6061 each for more than 1f the pmfkrs . material cost S another bio-based product at I%of mabedal cost must • • • ..• • r
projected b6ldtrtg material cost be used.1 or 3 i Duds ate aweilable for more than 0.595
Two certified wood-based products are used To corm 4 points a second certified wood product must also be used
12.1(A),606.2.kx mbjbrelements of the building,such as all major •° •° •° •° •°
wads,floors or rod. as a major element
Products containing fewer materials are used To earn 3 pants at least 60%of framing products used in the bulldiiig` tom"
12.1(A).6o8,1 to achlewe the same end•use requhernerita as • • • r t
conwerttioiial acts are Weyerttaeuser or Tius Joist products
To earn 2.points verify material is produced,grows naturally,or cccuis ° a
naturally within 600 miles(805 km)of the job site If transported by-
[luck oa 1500 miles(2414 km)if transported for at least 80%of the _
total distance n i`I or water,Products that are assembled ar.
12,1(A.),609.1 Regi6nal materials by _ O O O O O y, t
produced from multiple raw materials quality if the weighted average r i
(by weight or wdume)of the distance the raw materials hate been' a
transported meet the distance cdteda2
p w Eligible for points
• =Verified attribute l
j�MI =This prowis'rorr does not apply to this productlsenice - r
Nola:FodnWes are located after Table 16.
i
I.
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VAR-1008 1 Most Widely Accepted and Trusted Page 11 of 17 z.
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g° �Sr�
$. m i�rj .
a
is J y Q a
Possible m : Ir a m
Section it Section Infant Conditions of Use to Qualify for Points �� a'
Points E '� ' H rn `
W z J
. (A _
fli
w�w0. t9.a
TABLE 5=SUMMARY OF AREAS OF EUGIBILITY WITH THE NATIONAL GREEN BUILDING STANDARD I ICC 700=2012 Continuetl
A Ufa Cycle Assessment(LCA)tool
complying with 150 14044 or other recognized To gain 15 points an.ISO 1404Fcomplaint LCA must be done on a
standards is used to select enifronmentally whole building oasis.3 points may be earned where comparati+e LCA g;
12.1(A).610.1 Ptdferatiie ProduclS or assemblies based on is done for individual products or systems using 5 Impact measures •, • • • :;
comparison of the environmental Impact of and show Improvement an the emirorrtrental impact measures by an i
building materials,assemblies or the whole awrage of 15% b
I
building i a
Product manufacturer's operations a business 1 point may be earned for each building products used that equals 1
practices include enviror mental management percent or mare of the estimated total buHdEnp matedeta'cost:Material s e rg
system concepts 8 the production facility is coal breakdown to be verilfed a prints adjusted to reflect actual
ISO 14001 certified or equivalent a percentage of all productslhxn ISO 14WI facilities
m t
Structural or plywood for flo wall:'and/or roof y` �� €
sheathing complies with DOC PS 1 arrdlar r if
DOC PS 2.OSB for floor,Wall,andlor root
shealhing complies with DOC PS 2 The To meet this a minimum of 85%of OSB or plywood in the building
panels are made with moistum-mistent must consist of Weyerhaeuser or Rua Joist products •
adhesives a the trademark indicates the
adhesives are"Exposure 1 or Exterior
(plywood)and Exposure 1(OSE) .
TABLE 6-SUMMARY OF AREAS OF EUGIBIUTY:WITH USGBCS LEED FOR HOMES 2008
i
MR 1.2 Detailed framing documents 1 ]Visually vedy detailed framing plans andlor scopes of work own ru"_, W- I= O O
s
To cam 1 point vedy that detailed framing cut list a lumber order are n i
MR 1<3 Detailed cut list aril lumber order 1 used. Iwo 171,7411 s.. .O O
MR 14 Framing efliclencies 3 max To earn 1 point verify that advenced framing measures In Table 17 ere m
O O
used for floors,wails.OR roof framingO. O O O
To earn 4 points use off-site panefted or modular,pmfebricated L%4k§J��
MR 1,5 Off-site falxicatian 4 constnsetian�
;
MR 21 FSC certified each To
, + 4 ifled tropical wood a max To cam 0.5 point per component use FSGcerlfled tropical wooy d k ?.
Emimnmentally preferable products for roof, 0.5 each To earn points use products that are extracted,processed and .
MR 2.2(c) wan a noois interior a exterior imming a e max manufactured within=miles(805 k minimum of of the site for a minimu of O O O O O e�
sheati 90% wet ht or volume of the corn t? r,
a =Eligible for points
=Verined attribute
l =This pnnlston does not apply to this;productisenice
Nde::Footnote0 are located after Table 18:
i
s
,i
VAR4008 Most Widely Accepted and Trusted Page 12 of 17
a
J :
Possible m�':.;. S ' w
Section If Section Intent Points Conditions of Use to quality for Points
aw l $ASS b�° rrE W c;
wxw wa, 3`"wt�a�-• Kai
TABLE 7—SUMMARY OF AREAS OF EUGIBILI WITH USGBC'S LEED v4 FOR HOMES DESIGN AND CONSTRUCTION '
All wood must be nontropical or certified by FSC or USGRC approved
MR FSC ceAffitrd tropical woad Prerequjaife a
di%eienl r
To earn points vedy that advanced fteming mea Oms In Table 17 are,,:
0;5 min used far Moors walls and/or roof tlraming for at least.90%of each '
MRc2 Mstee'al.elAc(ent framing 0 O 0 0 O. p 0
2 max component?,To earn points,ofi site panetlzed or modular,prefabricated
conslructton must comply with the requirements of tees ever'
Option 1:To eam points use naming that Is extracted processed and
P1, Pam. �
Environmentally prate able products for roof, manufactured within 100 miles(160 km)o(lhe site for a minimum of O O O O O
0.5 each
MRc3 wail 6 fioon4 interior 3 exted framing 8 4 max 5096 wet ar vdu a of the coin errt Z ��
sheathing Option 2:Use wood products certified by FSC or USGBC-appmved 4 4 4. 4 017�az `
ufwalent�
To cam 1 point use wood composite wood products containing no-
EOc2 Lqw emitteg mate'
als 1 added urea-famaideh de resins
¢:
TABLE 8—SUMMARY OF':'AREAS OF ELIGIBILITY WITH USGBC'S LEED 2009 FOR NEWCONSTRUCTION AND MAJOR RENOVATIONS
MR 5 To earn 1 point use products that are extracted processed 3
Regional materials(1tt3&i conlenl) 1 O 0 O O O ,
R C1 manufactured within 566 miles(805 km)of the site"' a minkiium of
MR 5 lb*i.(by cost)of,total matedels%slue.To earn 2 points use a '
( s O O O O Regional materials 2096 of eonlerd) 2
MR& r mu of 2t%, 0 0
To eam 1 polrtt use a minimum 5096(based m coat)of wood based W f
i
MR 7 Certified wood 1 4 4 4, : 4 4
mafertalsf s certified to FSC rementa4 M.
EO 44 Lew emitting materials 1 added urea famaldeh de resins ,
To earn 1 point use wood composite wood products containi n_o Mr
TABLE 9=SUMMARY OP"AREAS OF ELIGIBILITY:VWTH USGBVS LEEO V4 FOR BUILDING DESIGN AND CONSTRUCTION BD+C
Oplioo 1f'Get 1 pant focusing at least.20 eneiril Installed
permanent y
MRc2 Emlronmental product declarations 1 products,sourced from 5 or more manufacturers,that meet one of the q`
four disclosure requirements cited. w
Option 1,Use at team 20 different permanently installed products from
Sourcing of raw materials 112 et least 5 diferent manufacturers.Weyedneeuset has sett dealated .0 O 0 O 0 A 0
MRc3 reports for their products and are eligible for 112 of a product credit.
#,
Sourcing of raw materials-certification of new 1 Option 2 Use wood products certified FSC or USGB
by GBppm%ed. 4 4 4 4., 4 :.
wood products ui%elent� IZ.
Products meeting the requirements of Option 2 may be eligible Ifor
MRc3 Sourcing of raw materials-source location WA additional credit based an source location(extRelion manufacture O 0 0 O O w
and purchase point)based on location rhiathe to project slte= .'
o =Ellgibie for points
• =Verified attribute I
a =ibis proWsion does not apply to this prcducUsenice
Note-..Footnotes are located afrerTabie is,
r:
4F
VAR-1008 �. Most Widely Accepted and Trusted Page.13 of 17 't°
m Y
Section N Section Intent Possible Conditions of Use to Qualify for Points' n
>a a:
Points w as H
a-�, P a. a. ,x
_ w w nno .3i, 9L Pam
:TABLE 9-SUMMARY OF AREAS OF ELIGIBILITY WITH USGBC'$LEER VA FOR BUILDING DESIGN AND CONSTRUCTION BD+C Continued , x
WA " dean
, a PPIY la the d EWP,extedor panel uetsiand lumber products do not n�cam composite wood t deanlion EQc2 towemflting inledos ��f e i
,
TABLE 10—SUMMARY OF•AREAS OF ELIGIBILITY WITH USGBC'S LEED 2009 FOR SCHOOLS NEW CONSTRUCTION AND MAJOR RENOVATIONSt.
ucts that are extracted.process
MR 5 '
Regional materials(1096 d c To evf11 point use prod ed and
content) t O O" O
MR 5.1 mamdactumd within 500 miles(805 km)of the site far a minimum of
MR 5 10%(by cost)of total materials%slue.To earn 2 points use a'.
R 6.2 "S k
Regional materials(20%of content 2 minimum or O O. 0. 'O
�. �: - � �'� .'." �•
To earn 1 point use a minimum 60%(based an cost)of wnod>based 4 4 x
MR 7 Cerilfied wood 1 matedalsf ..., ucts certified to FSC.y iirements!` .- w
Based on the,LEED for Schools PIEICA?k,:it Is pem►isslble:to wows U,
t
EQ 4.4 Low emitting materials 1 substitute LEED 2009 for New Construction EQ 4 t.nw�Emftting • , • • a• g �4
Maledals credits in place of conesponifing LEED 20.09 for Schools EQ i
4 Low-Emitting Materials cmdIts.
TABLE 11-SUMMARY OF'AREAS OF EUGIBIUITY-WITH USGBC'S LEED 2009 FOR CORE AND SHELL DEVELOPMENT:":":
MR 5 To cam 1 point use products that are extracted,processed and „ ` s:
IN
Regional materials(10%or content) 1 O 0... O O O
R 5.1 manufactured within SW miles(805 km)of the`site for a minimum of
MR 5 10%(by cost)of total materials%clue;7o earn 2 pants we a
Regional materials(20%of content) 2 i O .O O O
MR 5.2 minimum of
To earn 1:point use a,minimum 5ll'ifi(based on cost)of wood-based ;.
i
1 4 4
MR 7 Certified wood 1 materials! ucts certified to FSC uiremenls4 '
To earn 1 point use wood Composite wood products conla`inag no-
EQ 4.4 l.nw emitting materials -1 added urns famaldeh de resins �; • ** ' •: �• •'; �
TABLE 12=SUMMARY OF:AREAS OF ELIGIBILITY WITH'LISGBC'S LEED 2009 FOR COMMERCIAL-INTERIORS
MR 5 To earn 1 point use products that are extracted,processed and
l0alion 1gio i 3
Renal materials(20%of content) 1 manufactured within 500 miles(805 km))of life foraminimum of
,.-. ,,, .• x..:..C�
MR 5 Regional materials (Meet Option 1 + 10%of 20%(by cost of total materials%aloe;including fumilure.To earn 2
2 O O" O O Oz # `?
IOPIlon 2 content Writs use a minimum of 209G+ 6%.z
Iv
To earn 1 V:point use a minimum 50%(based an cost)of wood-based w s
MR 7 Certified wood 1 materials/products ceriified to FSC regwrements', Furnitnire maleiiel 4 4 4 4 4 ` f$ y
%slue Is also included in determination of certified wood content} tFull
To earn 1 point,use wood composite wood products"containing no "
�a
EQ 4.4 Low emitting materials 1 added utea tormaldeh de resins • i " • t• a-
TABLE 13—SUMMARTOF AREAS'OF ELIGIBILITY WITH USGBC'S LEED FOR EXISTING BUILDINGS 200V.
is
Maintain a sustainable purchasing pmyramwhe�e purchase of Y b
MR 3 Regional materials 1 products contain a mlAinum of So%materials(by cost)are extracted, O O O O O
processed 6 manufactured within 600"miles(805 km)of the slti? .:
O -Eligible for prints
• =Verified attribute
K-iids prorfsion does not apply to this productlsenice
Note:Footnotes are located after Table 16. ..
a:.
VAR-1008 Most Widely Accepted and Trusted Page14 of;17,
A
3Q�
Ya J
-J Ita -6
s-, N
Possible o N Ea a
Section B Section Intent Polnb Conditions of the to Qualify for Points :ki = H>F CAP
g' Nn.
y.
fg�p N —a _
to iL IL
TABLE`"13—SUMMARY OF=AREAS OF ELIGIBILITY WITH USGBC'S LEED FOR EXISTING BUILDINGS`2008'(ConU6tied)
Maintain a sustainable purchasing program where the-purchase of f°
MR 3 Certified wood 1 pmducis contain a minimum 5096 (by cosq, of.,wood baste a 4 '
matedalelpfoducts cerUned to FSC requirements �€
Maintain a sustainable purchasing program where the purchased
MR 3 Low emitting materials 1 wood composite wood products are those that contain ndadded urea • fr} r '•r
• •
formald de resins
,, t TABLE 14—SUMMARY OF AREAS OF ELIGIBILITY WITH ANSVGBI 01-2010—GREEN BUILDING ASSESSMENT PROTOCOL FOR COMMERCIALBUILDINGS
All Weyerhaeuser and True Joist wood products are qualined as
10.1.2.2 Blobased Products-building assemblies 7 max •, • • • i ..
biobased ;
To earn credits use products that are extrecled,processed and
10.t4.1 Regional Materials-building assemblies 5 max manufactured within 500 miles(SOS km)of the site for a minimum of O O O O O "z
90% we[ ht.or%flume of the component?
10.3.21 Certified wood 6 Between 10%and 60%or mare of wood-based products used in flue M1".o •® •s. •s •° ��wx I
tufldi are third party certified
10.1;1ss IWO cycle Impact-building assemblies 33 max Use Green Globes LCA Cmdit Calculator O°- O O O O
TABLE 15-SUMMARY OF AREAS OF ELIGIBILITY WITH ASHRAE STANDARD 189.1-2011
Pmseri i%e EWP and lumber to exempt horn the cam ite wood product v� 'l a � ; 1
8.4.2.4 Composite wood product emissions Pt Pry Pt P ( 14 ? £<Q 3 µ s„5
option emissions requirements'
Wood products containing wool from endangered species shall b
9.3.2 Extracting,harfesgng and manufacturing Macfdatory • .R, ~„ • •'n • t
conform to trade requirement of CITES
A minimum of 15%of building materials or products used are
9.4.1#2 Regional materials Prescriptive,extractedihar4stedfrecofered or manufactured within 509 mites(SOS
Opt" km)of the sitex I;
Prescdpti%e
9.4.1.3 Blobased products Ali wood products are qualified as biobased
•• • • .Rix i
Chain of custody compliance is through one of three mailable oplidnv2" pa '
1)an on-product chain olcustody label-,2)chain'of custody, ;
Prescdptife or 3).%endors may supply to[he AHJ i statement[hat the r!
9.4.1,3.1 Wood Building Components 09 O° O• O° O°
option annual aferage amount of certified content of the total annual wood: ! ..
products purchased by the fender is 60%or grea�te&for which they t,;
ha%e chain of custody%edficallon not older than two years :
Performance: Select materials or assemblies based an an LCA done in accordance
9.5.1 Life cycle assessment option with ISO 14044 t3 P I sI.
O =Eligible for points I
• =Verified attribute
`.,. =.This prvJsian does not apply to this producilseruce
.Note:Foolnoles We localed alter Table 16_�' I
f:
t
i
VAR4008 Most Widely Accepted and Trusted - « page 15 of;17 „
J G
Section P Section Intent Po n l:ondiUons of Use to qualify for Points ble
F S from .
ma. g° a. 55
E ,
Ct,.' F a"tffyySy///Y111eet 1° �e", :`._7 :
TABLE 16SUMMARY:OF AREAS OF ELIGIBILITY V1ATH CSI GREENFORMAT
WA
EWP and lumber products wood composite poodu
2.3.8 Emissions ds contain no-
added 6isi4ormaidelvidO resins f• • •'
Ufa Cycle Analysis WA LCA was done in accordance with ISO 14044 O O :" O O O. K""R�
Regional Materials WA :.Contact local Weyerhaeuser represenlalhe to redfy sources' W'O. . ',p O O O " 3
Product manufacturer's operations and business practices include
3.3 Manufacturing NIA ernlrorunental manapemem system concepts'artd the production • • •° 0 •: a
fat liliv Is ISO 14001 cedified or eWi4leiti
p =Eligible for points
3t
• =Vedtied attribute
_ T =This protision does not apply to this pmductfsenice s'
Footnotes: fr
'Certification is required of the manufacturer ordy�Vendor Chain of Custody is not required to qualify for this point.
Contact local Weyerhaeuser representathe to terry source distance.Distance calculations protided are from source to mill and mill to site in a slnalght erne
3Applicable Drily when a third-party prerabrieates the framing package prior to iWwl on the site.NexlPhase Solutions allows for either prefabrication oR site or assembly on-site using materials labeled and
cut to precisiort end tdm dimensions off-site.
4Forast certification credit Our LEED 2009 resources FSC exclusively end tar LEED v4 resources either FSC or USGBC-appm%ed equlialent.Contact USGBC for a list of approted equhelent programs.
5CGBSC recognizes Importance of use of certified forest products however the specific requirements are cunerdly under detelopmenl.
°fits area is not be confused with the"tons of EO 4.4 in LEED(fables 4,S,8,7,and 8)because the California Air Resources Board(CARB)does not regulate engineered wood product emissions and
are exempt in ASHRAE 169.1« X
Note that PS-20 lumber products with a moisture content:-19%are shipped wet with fungicide protection,Engineered wood products and sheathing are shipped dry with MC<10%;
"Additional listees hate not been etaluated lor.renawable energy or ISO 14001 EMS systems
°Weyerhaeuser,Murphy and Pacific WoodTech locations are certified to either SFI certified sourcing or SFI chain of custody:RedBuilt and Anthony-Domtar locations are certified to FSC chain of custody:TJI
Joists or Microllam LVL from RedBuill and Ant hony-Dantarare not labeled as SFI certified,but these locations source materials follow ng FSC procurement policies.;;
WA=Not applicable
VAR-1008 I.m6st widwy Accepted end Trristdd - Page 16 of 17 ,
:
TABLEIT ADVANCED FRAMING TECHNIQUES;
xAATING SYSTEMICODES'
ICC-700(2008 8 2012)a ,LEED HOMES(2008&V4) ';;CALGREEN`-
P ,
�, RESCRIPTIVE-BASED COMPLIANCE CRITERIA'.,
19.2-or 24-Inch OC floor framing ✓: ✓"__ ✓
19.2-or 244nch OC bearing walls ✓ ✓ d
2 Wnch OC roof frami ✓
24-incti OC interior partitions ✓. ;:✓ ✓
Single tap plate walls fi ✓ See footnote 3
Right'sized or insulated headers(where required) ✓ ✓;. .
. :.Eliminate headers in non-bearing walls ✓ "'✓ ✓
Doubting rim joist in lieu of header(2x6 or deeper wall) ✓ See feolnate 3 See footnote 4
Ladderblocking at interior wall to•exterior wall intersections ✓ ✓ . See footnote 4
Two stud corner framing
Doubf�ny rim joist in lieu of header`(2x6 or dee r wall)pe See footnote 3 See footnote`4
Other measures that reduce material usage See footnote 2 See footnote'3 See footnote 4
PERFORMANC&BASED COMPLIANCE CRITERIA
..
Optimized design per Woad Frame Construction Manual ✓ : See footnote 3 See footnote 4
Optimized de5lgn per National Design Specification for Wood See footnote 4
Construction See footnote 3
Precut framing packages WA ✓ See footnote 4
For SI:1 inch=25.4 mm.
V represents that the criteria is deemed to comply when conditions are met.
'In ICC 700-2008&2012 Section 601.2,3 points may be gained for each advanced framing technique that exceeds 80%usage in the
building up to 9 points maximum.See references in 601;2 commentary for additional details on prescriptive-based compliance criteria,
'In LEED for Homes 2008 MR 14 Table 23 and LEED v4 Homes MRc2;.alternative measures are eligible for points if they save
comparable amounts of framing material,:
Other framing techniques as permitted by the U-.Sx Department of Energy's Office of Building Technology, State and Community
Programs,subject to approval by the AHJ,,_
VAR4008 [ Most Widely Accepted and:Trusted:.
nPage 17 of 17
Appendix A
Discusslon Related to Life-Cycle Assessment
A10 ::GENERAL
The following information is intended to progide some general background on LCA'provisions in existing rating systems and
standards.Users are advised that thescience of.LCA is still.evolying and,there are no_standerdized procedures for such`an
analysis: It must be noted that Section fi09.1 of 1CC'700-2008;,Section 610.1'Iof ICC 700-2012. Section A5.409.3 of the
Califomia Green tuilding Standards Code(CAL.Green), Section 9.5.1 of ASHRAE 189.1, Section 10.1.1 of Green Globes,
and LEEDw4 BD4. MRc2 encourage the use of comparative`LCA'as means of selecting preferable materials; systems or
building assembliess However,'LCA results should not be interpreted beyond the scope of the boundary.limits used in
perfonnmg the LCA.
This VAR,indicates lthaU,iLevel and Weyerhaeuser products may be eligible for'points:related. to"LCA by use of the .
information contained in the`documentation noted in.Section'5.10 and 5.11 of this report.This appendix discusses additional
information required by the user of this report related to achieving points or demonsUating compliance:based on LCA output.
4U.
2 0. DISCUSSION RELATED TO ICC 700;
As indicated in the'ICC;700 Cammentary,-points can be obtained based on the results of an,analysis based on an LCA..For
the purpose of compliance with the intent of ICC 700,the following steps(as a minimum)are recommended:
• Fully define the benchmark material,product,assembly,or structure
• Fully define the product or assembly proposed as more environmentally friendly
Fully define the endpoints or boundaries of the analysis (so-called cradle-to-gate, cradle-to-grave,cradle-to-cradle,gate-
to-gate;etc.). For analyses that go beyond cradle-to-gate,a separate report is recommended for each application or.use
category. Such reports:,are also recommended to in
assumptions for major clude a discussion of the sensitivity of the analysis to major
parameters.
• Employ an LCA method complying with ISO 14044.
• Report all applicable attributes of the benchmark analysis and the proposed productlassembly analysis that are relevant
to the LCA.
• The Involvement of an individual with experience in the field of LCA and who is knowledgeable in the latest research and '
standards related to LCA,from the.earliest planning stages through completion of the final assessment,is recommended,
• An independent peer review of the entire LCA methodology and its conclusions by an individual knowledgeable in LCA is
recommended.
Examples of an LCA that meets these requirements can be found in the series of CORRIM reports(www.conim.oral that
address a broad range of wood-based building materials. ,
A3.0 DISCUSSION RELATED TO CALGREEN AND ASHRAE 189.1
Similar to the requirements of ICC 700,Section A5.409.3 of the CALGreen and Section 9.5.1 of ASHRAE 189.1 allows the
Use of selected materials or assemblies based on LCA done in accordance with ISO 14044.
• A4.0 DISCUSSION RELATED TO ANSI►GB101-2011?
Although life-cycle assessment in its broad sense is too complex for standardization at this time, the use of a specific tool
(e.g., Green Globes LCA Credit.Calculator) in strict accordance with the rating:system intent of comparative analysis of
specific,components,.of the,building is reasonable..However,.,users are advised to consult with persons famifiar with LCA
tools when conducting this analysis.Additional guidance regarding the Green Globes LCA Credit Calculator is provided in
Appendix N of the Green Globes document.